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Permit D17-0234 - SEE'S CANDIES - EXPANSION
SEE'S CANDIES 17100 SOUTHCENTER PKWY SUITE 108 D17-0234 Parcel No: Address: 0 City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888920020 17100 SOUTHCENTER PKWY 108 Project Name: SEES CANDIES Permit Number: D17-0234 Issue Date: 1/11/2018 Permit Expires On: 7/10/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, CA, 98006 RICHARD ESCALANTE 3434 S LA CIENEGA BLVD , LOS ANGELES, CA, 90016 WESTERN CONSTRUCTION SRVCS INC 2300 E 3RD LOOP SUITE 110, VANCOUVER, WA, 98661 WESTECS162R8 Expiration Date: 9/16/2019 Phone: (310) 993-9635 Phone: (360) 699-5317 SEES CANDIES INC 17100 SOUTHCENTER PKWY , TUKWILA, WA, 98188 DESCRIPTION OF WORK: EXPAND EXISTING 1150 SF SPACE INTO A 2999 SF SPACE. NEW ELECTRICAL, HVAC, PLUMBING, NEW FLOORING, NEW CEILINGS, NEW LIGHTING, NEW SALES AREA FIXTURES AND NEW BACK ROOM SHELVING. RECONFIGURE EXISTING SINGLE DOOR AND FRAME TO A DOUBLE DOOR AND FRAME. REMIANDER OF STOREFRONT GLAZING TO REMAIN Project Valuation: $165,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES ' Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,691.16 Occupancy per IBC: M Water District: TUKWILA, Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development p r and ...r e toxhe.�oryditloPrs axt$' ed to this permit. Signature: �' Date:& / Print Nam�F�{ This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 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: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: 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) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 19: Maintain fire extinguisher coverage throughout. 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 21: 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) 0 0 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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 1010.1.9.1) 24: 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 1013.1) 25: 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 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 1013.6.1) 26: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 27: 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 1013.6.3) 28: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 32: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New 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. 2436). 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 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 #2437) 34: 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 #2437) (IFC 901.2) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 0 0 39: 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. 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. �,Cr011 Project No. Date Application Accepted: cs Date Application Expires:1 Irk (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Site Address: South Center Square - 17100 Southcenter PKWY Suite Number: 108 Floor: 1 Tenant Name: Sees Candies PROPERTY OWNER Name: DAVID KRUEGER - WIG PROPERTIES Address: 4811 134TH PLACE SE City: BELLEVUE State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Richard Escalante Address: 3434 S LA CIENEGA BLVD City: LOS ANGELES State: CA Zip: 90016 Phone: (310) 993-9635 Fax: (310) 842-4436 Email: RESCALANTE@SEES.COM. GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: COLIN H KLOS Address: 3823 CREEKSIDE LANE City: HOLMEN State: WI Zip: 54636 Address: Email: TIM@MBA-ARCHITECTS.COM City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Farms-Applications On Line\2011 Applications\Permit Application Revised - 8.9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes E..No ARCHITECT OF RECORD Company Name: MBA ARCHITECTS, INC Architect Name: COLIN H KLOS Address: 3823 CREEKSIDE LANE City: HOLMEN State: WI Zip: 54636 Phone: (608) 785-2760 Fax: (608) 785-2750 Email: TIM@MBA-ARCHITECTS.COM ENGINEER OF RECORD Company Name: DUNHAM ENGINEERING Engineer Name: JAY ROHKOHL Address: 50 S 6TH STREET City: MINNEAPOLIS State: MN Zip: 55402 Phone: (612) 465-7550 Fax: (612) 465-7551 Email: MARK.CARLSON@DUNHAMENG.COM LENDERBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:/ C s co,ti d i es r,)c„. Address: ! 6C3 •ii. O'Ek.c'cNrKar- p4 /J 9 State:•qta.4,i4 City: 7 t k) t1 I la it. 4C Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 165,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ EXPAND EXISTING 1,150 SQ. FT. SEES CANDIES SPACE INTO A 2,999 SQ. FT. SPACE. NEW ELECTRICAL, HVAC, PLUMBING, NEW FLOORING NEW CEILINGS, NEW LIGHTING, NEW SALES AREA FIXTURES AND NEW BACK ROOM SHELVING. RECONFIGURE EXISTING SINGLE DOOR AND FRAME TO A DOUBLE DOOR AND FRAME, REMAINDER OF STOREFRONT GLAZING TO REMAIN. Will there be new rack storage? ❑ Yes 0.. 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: 15 Compact: 4 Handicap: 2 Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers PI 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Appiicaticns\Pcrmit Application Revised • 8-9-11.docz Revised: August 2011 bh Page 2of4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1S`Floor 2,999 2,999 0 0 VB M 2"d Floor 0 3rd Floor 0 Floors 1 thru 1 0 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 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: 15 Compact: 4 Handicap: 2 Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers PI 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Appiicaticns\Pcrmit Application Revised • 8-9-11.docz Revised: August 2011 bh Page 2of4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..• .Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ..• .Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline El ...Valley View ❑ .. Renton ❑...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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage). ❑....Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ 0 ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) El ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private ❑ .77 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City Stale Zip H:\Applications\Forms-Applications On Line \20I 1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Pagc 3 of 4 PERMIT APPLICATION NOTES 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER nnAUTRjORIZED AGENT: Signature: ,,.1 .. \ Obe--^-- - Date: 08/28/2017 Print Name: TIM BENSON Day Telephone: (608) 785-2760 Mailing Address: 3823 CREEKSIDE LANE HOLMEN WI 54636 CityState Zip H:\Applications\Forms-Applications On Line\2011 Applications\Pcrmit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT • QUANTITY PAID PermitTRAK $4,075.13 D17-0234 Address: 17100 SOUTHCENTER PKWY 108 Apn: 7888920020 $2,281.60 Credit Card Fee $66.45 Credit Card Fee J R000.369.908.00.00 0.00 $66.45 DEVELOPMENT $2,109.88 PERMIT FEE R000.322.100.00.00 0.00 $2,105.38 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY. FEE $105.27 TECHNOLOGY FEE R000.322.900.04.00 0.00 $105.27 EL17-0686 Address: -17100 SOUTHCENTER PKWY 108 Apn: 7888920020 $1,435.94 Credit Card Fee $41.82 Credit Card Fee R000.369.908.00.00 I 0.00 $41.82 ELECTRICAL $1,327.73 PERMIT FEE MULTI-FAM/COMM 1 R000.322.101.00.00 I 0.00 $1,327.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE 1 R000.322.900.04.00 0.00 $66.39 M17-0124 Address: 17100 SOUTHCENTER PKWY 108 . Apn: 7888920020 $80.46 Credit Card Fee $2.34 Credit Card Fee 1 R000.369.908.00.00 0.00 $2.34 MECHANICAL $33.15 PERMIT ISSUANCE BASE FEE 1 R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $44.97 TECHNOLOGY FEE 1 R000.322.900.04.00 0.00 $44.97 PG17-0110 Address: 17100 SOUTHCENTER PKWY 108. Apn; 7888920020 $277.13 Credit Card Fee $8.07 Credit Card Fee 1 R000.369.908.00.00 0.00 $8.07 PLUMBING $256.25 PERMIT FEE R000.322.100.00.00 0.00 -$223.10 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $12.81 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13154 R000.322.900.04.00 0.00 $12.81 $4,075.13 Date Paid: Thursday, January 04, 2018 Paid By: RICHARD ESCALANTE Pay Method: CREDIT CARD 062432 Printed: Thursday, January 04, 2018 9:26 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PermitTRAK PAID $1,409.56 D17-0234 Address: 17100 SOUTHCENTER PKWY 108. Apn: 7888920020 $1,409.56 Credit Card Fee $41.06 Credit Card Fee R000.369.908.00.00 0.00 $41.06 DEVELOPMENT $1,368.50 PLAN CHECK FEE R000.345.830.00.00 TOTAL FEES PAID BY RECEIPT: R12231 ' 0.00 $1,368.50 $1,409.56 Date Paid: Wednesday, August 30, 2017 Paid By: PAUL WARREN Pay Method: CREDIT CARD 06462D Printed: Wednesday, August 30, 2017 10:53 AM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DI -02.34 Proj: ' ecSeec C.► w4jes le Type of Inspection: 13 ; I c�c 17 IDD u44w e,n i,....-- 844gte 3CA-Aid' Date Called: Special Instructions: Wanted: a.m., Requester: Phone No: EiApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 1cl. — Inspector Date: 3/23iZv1g, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 t n 023q Project: See/rs �-GncileS Type of Inspection: 6LAZ1N)c, Address: /7100 Sju+ celAer Pkwy Date Called: �.1 Special Instructions: / Su,* lCog I Date Wanted:(a-m::1;.3-22-20)g p.m. Requester: Phone No: SApproved per applicable codes. COMMENTS: ECorrections required prior to approval. Inspector:. (4o, 641 Date: 02/7-40/ r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ).k l-D73q Project: Seeu—c t Type of Inspection y 6ws Pc '1 CR t v Address: /7100 Sc Date Cal ed: Special Instructions: Date Wanted: o 3/ '� J201 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: pf1-'- 5i)5 DWS eft L/A(G- R► D Inspector: Date: —7'48 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D;62.3y Project: ra //�� $ .r i - o Type of Inspection: PV1414 6' Address: //7/00--S7vgierifiar P il Date Called: Special Instructions: Date Wanted:_ -18 a:m: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 rwAIRGe Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 De?—aa3y Project:,a ��- 3WDY Type of Inspection: FRAM 1 Ne.r q �S 3 - // of e o -- c (sT /. W G- 15 avzi ! 3", Address: m /7/60 f57o0i¢F'rK1141Y Date Called: .Th/St 'A Special Instructions: `�-�% 630:x. Date Wanted: �.m p.m. Requester: Phone No: Approved per applicable codes. I Corrections required prior to approval. COMMENTS: PA -y1- , R 1� j06 ,v44,Q5 fl / N"G- q �S 3 - // of e o -- c (sT /. W G- 15 avzi ! 3", .Th/St 'A /1� ; OK / re M LA-7ie >4-' CO )3LL(A) 4-14+61;5' cEILn' Inspector: Date: -/ES REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit JA PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project <S--- f5 (41,./10/6_,--z7 Type of Inspection: 1,/s Address: Suite #: � ���� � G pkt"f+�J ! Contact Person: Special Instructions: Monitor: Phone No.: Approved per applicable codes. Corrections requiredpriorto approval. COMMENTS: Sprinklers: \ <` Date: 3/ i i i Fire Alarm: /10 6 (, E M E i< , L r Gi(-(r( Monitor: Pre -Fire: Permits: em Fr/V tL /,70,of-/-46f\i&- .10 t" Needs Shift Inspection: Sprinklers: \ <` Date: 3/ i i i Fire Alarm: /10 6 (, Hood & Duct:' Monitor: Pre -Fire: Permits: Occupancy Type: L4I Inspector: 4---4._ <` Date: 3/ i i i Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DI --iz34- ((IC - ( r -O 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ( G/ 0 Li .td of Inspection: /42_, Address: /..____4(76 Suite #: (��- k111 Contact Person: Special Instructions: -- ( 6-4-66-z-- /2L SPI-TiGliQS G,j (4 & 1 • Phone No.: r Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 3/2,6/ 1 ._._ A 7:Wrove-1 //"1 Hood & Duct: Monitor: /-N��"1J 7-21SAi�L /L/ VIII GG 5 ULDAJEv3 -- 1}1(.- 6K671(-- G#9)-4 t- 4i C. Oe V( -s -- ( 6-4-66-z-- /2L SPI-TiGliQS G,j (4 & , Occupancy Type: /l J „. Needs Shift Inspection: Date: 3/2,6/ 1 Sprinklers: `f C--`7 Fire Alarm: i CnvY-`1) Hood & Duct: Monitor: - �'” Pre -Fire: Permits: , Occupancy Type: /l 1 Inspector: F-7145-72..-- Date: 3/2,6/ 1 `6 Hrs.: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION'NUMBER INSPECTION RECORD Retin a copy with permit Dry -- 0 23'f /-S - 0/-) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,!53 Sprinklers: g�. Type of Inspection: lb Ifei,--- & Duct: S y Address:�-, Suite #: / %7/ t t -k-- ' �( Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -----~ (9%6 -7''b C vv,e,- A1/ A- G 1. Needs Shift Inspection: ,!53 Sprinklers: Fire Alarm:.H,00d Hrs.: & Duct: Monitor: ~ PrO=Fire: Occupancy Type: Permits: Inspector . ,!53 Date: 3/.47/ 5 Hrs.: j. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with' permit A PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: („/ rQv1fl Type;of Inspection: Cr'e,vr Address: Suite #: !!of r �e ee,,,, 7 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: O .' -rave✓” tia,%cd /c d 3o fz 1 te1rLl:�,7k r r r 1 Needs Shift Inspection: Sprinklers: t 3 Fire Alarm: J,e.c Hood & Duct: Monitor: c ' Pre -Fire: Permits: Occupancy Type: Inspector: -'fff 7V Date: 7,-%l MS" Hrs.: /, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 a Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Info Compliance forms do not require a password to use. Instructional andFIL calculating cells are write - protected. Project Title: See's Candies - Tukwila Date 8/25/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: Dunham Associates, Inc. Company Address: 50 South 6th St. Minneapolis, MN 55402 Applicant Name: Mark Carlson Applicant Phone: 612-465-7675 Applicant Email: mark.carlson©dunhameng.com Project Description ❑ New Building ❑ Addition 1 Alteration 1 Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable ❑ provisions as a stand alone new construction project Lighting systems in addition are combined with existing ❑ building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects. include new + existing interior lighting fixture wattage in Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects. include new + existing exterior lighting fixture wattage Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. ❑ ❑ Proposed Lighting in Proposed Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All al t�0cg4ktrols shall be com 3. r :ITV OF TUKWILA AUG 0 2017 PERMIT CENTER ❑ No changes are being made to the Interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting ❑ ❑ 50% or more of existing are replaced Less than 50% of existing are replaced ❑ ❑ Lamp and/or ballast replacement only — existing total wattage not increased ❑ ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures Lighting Wattage table in LTG-INT-8LD. LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Wattage table in LTG -INT -BLD. LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages. installed wattage for exterior luminaires. ❑ ❑ comply with total in Proposed shall not exceed the Proposed Lighting and total Lighting Controls Interior lihting New wiring installed to serve added Parking garage ❑ ❑ controls per C405.2.3. C405.2.4 and application per C405.2.7. as noted for New Wiring that apply to a not apply to reconfigured Exterior lighting fixtures and/or fixtures relocated to new -' li circuit(s) ❑ New or moved lighting panel ../ Interior space is reconfigured - ❑ luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual sensor controls per C405.2.1, day/fight responsive controls per controls per C405.2.5. For exterior lighting, provide required controls New or moved panel - Provide all applicable lighting controls time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls Application specific lighting control provisions per C405.2.5 do occupancy specific lighting and automatic new interior space. spaces. Cha fe o S ace Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAsfor the new space types per Tables C405.4.2(1)orC405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-iNT-BLD or LTG -INT -SPACE form. ,EVIEVVED FOR DE COMPLIANCE A it Rar,/1,®ml'! F CO W w4.4, Y...r,r SEP 192017 City of Tukwila BUILDING_.t?1 D11- Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: See's Candies - Tukwila Date 8/25/2017 Interior Lighting System Description u_"' All new lighting installed Interior Lighting Power Allowance Method ❑ Building Area Method U Space -by -space Method Select method used in project. Interior Lighting Controls ❑ All C405.2.1- C405.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ,i Additional Efficiency Package Option 0406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: QQ 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 00406.3 High Efficacy Lighting O Exterior Lighting System Description No changes - existing to remain • Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings i Project Title: See's Candies - Tukwila Date 8/25/2017 Calculation Area NO1E B 0 0 Addition - Q Addition stand alone + existing 0 Spaces where < 50% of O Spaces where >_ 50% of Q luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type 0 Standard Q Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3. the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406,3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Location (plan #, room #) Space Type Ceiling Height NOTE z 9p Gross Interior Area in ft2 Allowed Watts per tt2 Watts Allowed (watts/ft2 x area) Retail Sales Sales area 1373 1,270 1744 Restrooms Restroom: all other 62 0 -780 48 Office Office: Enclosed 53 0.890 47 Stock Room Storage room 1201 0. 500 601 Corridor Corridor: all other 300 0.530 159 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY"OTE 6 Total Area Retail Display 2989 LTG -INT -DISPLAY Allowed Watts Allowance from 700 3299 Proposed Lighting Wattage ""' °' Location (plan #, room #) Retail Sales Retail Sales Retail Sales Stock Room Corridor Bathroom Office Fixture Description NOTE 4, 5, 6 2'x2' LED Type B LED Downiight Type D Fluor. Wall Washer Type G 2'x4' LED Type A 2'x4' LED Type A Number of Fixtures 22 15 3 11 3 Watts/ Fixture NOTE 7 l'x2' LED Type A 2'x2' LED Type A2 1 1 35 18 33 38 38 38 36 Proposed Retail Disp ay Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts Watts Proposed 770 270 99 418 114 38 36 716 2461 Interior Lighting Power Allowance COMPLIES WITH C406.3 Note 1- List all unique space types per Table C405.4.2(2) that occur in the project .scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - 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. Note 5 - For lighting equipment eligible for exemption per C405.4,1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 wattsAineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. (Ness than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided -t Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: See's Candies - Tukwila Date 8/25/2017 General Note - In Sales areas, an increase in lighting power allowance is permitted for lighting installed specifically for the purpose of highlighting merchandise. Only Sales areas illuminated with eligible merchanise display lighting may be included in the Gross Interior Area under each Retail category. This lighting power allowance is the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts, whichever is less. Proposed retail display lighting wattage that exceeds this allowance is applied to general area lighting. Maximum Allowed Retail Display Lighting Wattage For Building Department Use Location (plan #, room #) Retail Sales Area Type NOTE 1 Gross Interior Area in ft2 Allowed Watts per ft2 NOTE 2 Watts Allowed (watts/ft2 x area) Retail Sales Retail 1: All unclassified retail display 333 0.60 200 Recessed Downlight Type D 19 18 342 Retail 1 Retail - Sales Fluorescent Strip Type C4R 1 54 54 Total Retail With Display Area Maximum 333 Total Watts Base Allowance Allowance NOTE 3 200 Retail Display Lighting Retail Display 500 700 Proposed Retail Display Lighting Wattage NOTE 4 Retail Area Location (plan #, room #) Fixture Description NOTE 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Retail 1 Retail - Sales 2' Fluorescent Strip Type C2 16 20 320 Retail 1 Retail - Sales Recessed Downlight Type D 19 18 342 Retail 1 Retail - Sales Fluorescent Strip Type C4R 1 54 54 RETAIL DISPLAY WATTAGE ALLOWANCE - PER LPA Proposed Retail Display Lighting Totals from LTG -INT -DISPLAY Total Retail Proposed Display Watts NOTE r Retail Display Power Allowance NOTE a 716 700 Retail 1 Retail 2 Retail 3 Retail 4 716 Note 1 - Select retail sales areas from drop down menu. Only retail sales areas that comply with C405.4.2.2.1 may be entered in this table. Note 2 - Retail display lighting power allowances per C405,4.2.2.1, Equation 4-11. Note 3 - Maximum retail display wattage allowance as calculated per C405.4.2.2.1, Equation 4-11. Note 4 - Only separately controlled retail display fixtures that are independent of general area lighting per C405.4.2.2.1 may be entered in this table. Note 5 - For proposed Fixture Description, list ALL proposed display lighting fixtures. Indicate fixture type, Tamp 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. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaries with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 7 - Total Retail Proposed Display Watts is automatically entered into the Proposed Fixture Wattage table in LTG -INT -SPACE. Note 8 - Retail display lighting power allowance is the lesser of the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts. Retail display wattage allowance is automatically entered in the Maximum Allowed Lighting Wattage table in LTG -INT -SPACE. Note 9 - Enter a unique title for each lobby area in project that has art/exhibit display lighting. Note 10 - Lobby art and exhibit display wattage allowance per Table C405.4.2(2), Footnote c = 0.5 W/ft2. Note 11- Proposed display lighting totals for each lobby area per information entered into Proposed Lobby Art/Display Lighting Wattage table. Note 12 - Only separately controlled display fixtures installed in lobbies for the purpose of highlighting art and exhibits, that are independent of general area lighting, may be entered in this table. Note 13 - Lobby Art/Exhibit Display Allowance is automatically entered in LTG -INT -SPACE. Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: See's Candies - Tukwila Date 8/25/2017 General Note - In Lobby areas, an additional wattage allowance is permiited for lighting installed specifically for the purpose of highlighting art and exhibits. Only Lobby areas with eligible display lighting may use this additional allowance. Proposed display lighting for each Lobby area may not exceed this allowance. Maximum Allowed Lobby Art/Exhibit Display Lighting Wattage For Building Department Use Lobby Area NOTE s Lobby Description including (plan # & room #) Gross Interior Area in ft2 Maximum Display Watts Allowed Per Area NOTE 10 Proposed Display Lighting Total Per Area NOTE 11 Total Lobby with Display Area Total Lobby Art/Exhibit Display Allowance NOTE 13 Proposed Lobby Art/Exhibit Display Lighting Wattage NOTE 12 Lobby Area Location (plan #, room #) Fixture Description NOTE s Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Total Lobby Art/Exhibit Proposed Display Watts Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: See's Candies - Tukwila Date 6/25/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken El NA C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters NA C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Yes C405.2.3 C405.2.1.1 C4052.22 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves El Yes C405.2.2.1 0405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls El Yes C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; El Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies El Yes C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; El Indicate whether occupancy sensor controls are configured to be manual-on, automatic 50%-on, or serve a space eligible for automatic 100%-on per exception El NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% NA C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used Yes 0405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. El NA C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) • NA 0405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive • controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; • Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power; , Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone • NA C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NAarea C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG -CHK 2015 Washington State Energy Code Compliance Fonns for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Jury 2016 Project Title: See'sCandies- Tukwila Date 8/25/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NAcontrol C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key of all installed luminaires and switched receptacles in guest room NA • C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under -shelf or under -cabinet lighting NA C405.2.5 - Item 5 • Lighting for non- visual applications Indicate on plans eligible non -visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control Yea C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; EXIST. - Provide calculation of lighting power density of total egress lighting; EXIST. If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; EXIST. Indicate method of automatic shut-off control El NA C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For at other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA 0405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or, are controlled by motion sensor, or are exempt lighting per C405.5.2 Yes C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; N/A Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% E1 Nn C406.4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) Yesper C405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporting calculation; N/A Identify applicable commissioning documentation requirements Section C408 or eligibility for exception; BY E.C. Provide written procedures for functional testing of all automatic controls and describe the expected system response BY E.C. Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: See's Candies - Tukwila Date 8/25/2017 The following infoirnation is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Yes C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturers rated watts per fixture; El Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; N/A' Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; N/A Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently NIA Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) El NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). Yes C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). El Lighting Power Calculation - Indicate compliance path taken NA ' C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.4.2.2 Space-By-Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable THESE FORMS Yes C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space-By-Space Method THESE FORMS EXTERIOR LIGHTING POWER & EFFICACY NA 0405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, 2015 Washington Motor, and Electrical. Permit Checklist, Pg. 4 LTG -CHK State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: See's Candies - Tukwila Date 8/25/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requurements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS NA C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter NA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive Yes C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; E2 Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control BY RECEPT. TYPE If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist VERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0234 DATE: 09/01/17 PROJECT NAME: SEES CANDIES SITE ADDRESS: 17100 SOUTHCENTER PKWY X Original Plan Submittal - Revision # before Permit Issued Response to Correction. Letter # Revision # after Permit Issued DEPARTMENTS: PS Atucq-b-7 Building Division 111 k q_�-� .7 Pu lic Wor s A AW 9 11 -k --'t NA13 AP °it Fire Prevention Planning Division MI Structural ❑ Permit Coordinator n ' PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/04/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 10/03/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 WESTERN CONSTRUCTION SRC INC Washington State Department of Labor & Industries Horne Espanol Contact Safety & Health Claims & Insurance 0 Search L&I Page 1 of 3 A -Z Index Help My I&I Workplace Rights Trades & Licensing WESTERN CONSTRUCTION SRVCS INC Owner or tradesperson Principals ANDREWS, KENNETH LLOYD, PRESIDENT EDWARDS, RONALD RAYMOND, VICE PRESIDENT ANDREWS, VICKI SHANNON, SECRETARY EDWARDS, RONALD R, PRESIDENT (End: 06/20/2012) HURD-EDWARDS, JODIE L, SECRETARY (End: 06/20/2012) EDWARDS, PATRICIA A, PRESIDENT (End: 09/10/2003) EDWARDS, ROBERT D, SECRETARY (End: 09/10/2003) Doing business as WESTERN CONSTRUCTION SRVCS INC WA UBI No. 600 602 277 2300 E THIRD LOOP STE 110 VANCOUVER, WA 98661 360-699-5317 CLARK County Business type Corporation Governing persons KENNETH L ANDREWS RONALD RAYMOND EDWARDS; JODIE LYNELLE HURD-EDWARDS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..................._........__........................_.......... Meets current requirements. License specialties GENERAL License no. WESTECS162R8 Effective — expiration 12/28/1984— 09/16/2019 Bond ............... Western Surety Co Bond account no. 929595453 $12,000.00 Received by L&I Effective date 09/09/2015 09/23/2015 Expiration date Until Canceled 061°1 (AD Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600602277&LIC=WESTECS 162R8&SAW= 1/11/2018 WESTERN CONSTRUCTION SRVCS INC Bond history Insurance ......................... American Fire & Casualty Co Policy no. BKA57381648 $1,000,000 00 Received by L&I Effective date 09/08/2017 09/16/2016 Expiration date 09/16/2018 O Insurance history Savings ......................... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ......................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. ECOXE01087 Issue date 04/24/2017 Violation city VANCOUVER Type of violation ELECTRICAL CITATION Description Employing an individual for the purposes of chapter 19.28 RCW who does not possess a valid certificate of competency or training certificate to do electrical, work. Infraction no. ECOXE01086 Issue date 04/24/2017 Violation city VANCOUVER Type of violation ELECTRICAL CITATION Description Offering, bidding, advertising, or performing electrical installations, alterations or maintenance outside the scope of the firm's specialty electrical contractors license. Infraction no. ECOXE01088 Issue date 04/24/2017 Violation city VANCOUVER Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. Satisfied ...._.........._........ RC W/WAC 19.28.271 RCW Violation amount $250.00 Satisfied ......................... RCW/WAC 19.28.041 RCW Violation amount $500.00 Satisfied .......................... RCWM/AC 19.28.101 RCW Violation amount $250.00 Workers' comp Page 2 of 3 Help us improve https://secure.lni:wa.gov/verify/Detail.aspx?UBI=600602277&LIC=WESTECS 162R8&SAW= 1/11/2018 SOUTH CENTER SQUARE 17100 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SYMBOLS KEYNOTE REFERENCE: 12 KEYNOTE NUMBER FINISH SCHEDULE REFERENCE: COLOR P1 HEIGHT REFERENCE: CEILING REFERENCE POINT ELEVATION 0 10'-0" A.F.F. DOOR REFERENCE: O DOOR NUMBER DETAIL REFERENCE: At DRAWING NUMBER SHEET NUMBER IN REVISION INDICATOR: D REVISION NUMBER SECTION REFERENCE: 3 DRAWING NUMBER SHEET NUMBER A2 WALL TYPE REFERENCE: WALL TYPE ELEVATION REFERENCE: DRAWING NUMBER SHEET NUMBER A4 WALL STATUS INDICATOR: EXISTING WALLS NEW CONSTRUCTION // // // LAVE TYPES: CENTER LINE HIDDEN LINE LEASE LINE STRUCTURE C.L. ----- — — — — — ----- PROJECT DIRECTORY 7371 • REGISTE, ARCHTTFCT • GENERAL FIRE 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, CONCEALED WITH WHITE COVER PLATES & CENTERED IN ACOUSTICAL CEILING TILE. 7. GC WILL CONTRACT DIRECTLY WITH LANDLORD'S SPRINKLER CONTRACTOR. G.C. TO COORDINATE INSTALL. DEFERRED SUBMITTALS — ALL FIRE SPRINKLER PLANS SHALL BE SUBMITTED SEPARATELY FOR APPROVAL. - ELECTRICAL PLANS SHALL BE SUBMITTED SEPARATELY FOR APPROVAL. HEALTH DEPARTMENT NOTES THE OPERATION OF THIS RETAIL CANDY STORE INCLUDES NO HEATING/REHEATING, NO COOKING/BAKING/FRYING, NO GLAZING/TOASTING IN THIS ESTABLISHMENT. ALL FOOD PRODUCTS ARE MANUFACTURED OFF—SITE AND DELIVERED IN PRE—PACKAGED BOXES FOR SALE TO THE PUBLIC FOR OFF—SITE CONSUMPTION. ALL PRODUCTS REQUIRE NO REFRIGERATION OR FREEZING. FOOD PRODUCTS AVAILABLE FOR PUBLIC HANDLING REMAIN SEALED IN THE ORIGINAL FACTORY WRAPPING. A BULK CANDY DISPLAY IS PROVIDED AT THE SALES COUNTER WITH NSF APPROVED SNEEZE GUARDS AND PROTECTIVE SHIELDING. ALL HAND SINKS AND THREE—COMPARTMENT SINKS ARE NSF APPROVED AND ADA COMPLIANT. DISH WASHING FACILITIES ARE PROVIDED IN THE WORK ROOM AREA FOR THE CLEANING OF CUTTING BOARDS AND KNIVES ONLY, AS USED TO CUT SAMPLE PRODUCTS. INDEX OF DRAWINGS ARCHITECTURAL Ti TITLE SHEET, SYMBOLS KEY, GENERAL CONDITIONS INDEX OF DRAWINGS CS CODE COMPLIANCE SHEET D1 DEMOLITION FLOOR PLAN Al FLOOR PLAN, WALL TYPES & DOOR SCHEDULE A1.1 REFLECTED. CEILING PLAN & NOTES A2 FIXTURE PLAN & DETAILS A2.1 FINISH PLAN & DETAILS A3 STORE FRONT ELEVATIONS A3.1 STORE FRONT SIGNAGE ELEVATIONS A4 INTERIOR ELEVATIONS. A4.1 INTERIOR ELEVATIONS A5 DETAILS A6 DETAILS A7 DETAILS SPECIFICATIONS SP -1 SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS MECHANICAL M1 HVAC PLAN M2 MECHANICAL SCHEDULES & DETAILS M3 SPECIFICATIONS PLUMBING P1 PLUMBING PLAN P2 PLUMBING SCHEDULES & DETAILS ELECTRICAL El LIGHTING PLAN E2 ELECTRICAL DETAILS E3 POWER PLAN E4 LOW VOLTAGE POWER PLAN E3 ELECTRICAL DETAILS PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DOD Approved By: M Vc4ler Date: 0)-- 9)'-17 ARCHITECT: MBA ARCHITECTS, INC. 3823 CREEKSIDE LANE HOLMEN, WI 54650 PH: 608-785-2760 FAX: 608-785-2750 BUILDING KEY PLAN STORE DESIGNERS: MBA ARCHITECTS, INC. 3823 CREEKSIDE LANE HOLMEN, WI 54650 PH: 608-785-2760 FAX: 608-785-2750 MEP ENGINEERS: DUNHAM ASSOCIATES, INC. 50 S. SIXTH STREET SUITE 1100 MINNEAPOLIS, MN 55402-1540 PH: 612-465-7550 STORE LOCATION: SOUTH CENTER SQUARE 17100 SOUTH CENTER PKY TUKWILA, WA 98188 SEE'S CANDIES RICHARD ESCALANTE 3823 S. LA CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310-287-4616 FAX: 310-842-4436 EMAIL: rescalante@sees.com VICINITY MAP TENANT COORDINATOR DAVID KRUEGER WIG PROPERTIES, LLC 4811 — 134TH PLACE SE BELLEVUE, WA 98006 PH: (425) 641-2044 x102 FAX: (425) 865-8648 SEE'S CANDIES 1NIG BOULEVARD WIG BOULEVARD • 111111111111111111 11111111111111111111111 s. (40,611$.F.) NOROSTROM'3RACK, (55,316 S.F.) EXISTING ACCESSIBLE PARKING 'Mot NORTH SOUTH CENTER SQUARE 17100 SOUTH CENTER PKY TUKWILA, WA 98188 SEPARATE PERMIT REQUIRED FOR: ctianical ectrical umbing Gas Piping City of Tukviiia Ruit,min DIVISION NORTH SEE'S CANDIES PREFERRED VENDORS 3—COMP SINK SUPPLIER SURFAS ATTN: FRANK CASARES 8825 NATIONAL BLVD. CULVER CITY, CA 90232 PH: 310-559-4770 X 214 FLOORING SUPPLIER JJJ FLOORING ATTN: JIM JEFFRIES ,r 4831 PASSIONS BLVD, UNIT A PICO RIVERA, CA 90660 PH: 562-692-9008 X123 FILE COPY Permit No. )-3'1 31an review approval is subject to errors and omissions. Approval of construction documents does not authorize he violation of any adopted code or ordinance. Receipt of approved Field C py an • 9nditie is a, know) l'ged: By: Date: r:. /, / City of Tukwila BUILDING DIVISION CODE DATA I. GENERAL SITE INFORMATION THIS PROJECT CONSISTS OF A REMODELED 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 CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: BUILDING: 2015 INTERNATIONAL BUILDING CODE PLUMBING: 2015 UNIFORM PLUMBING CODE MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE ELECTRICAL: 2014 NATIONAL ELECTRICAL CODE FIRE: 2015 INTERNATIONAL FIRE CODE, LMC TITLE 9 — FIRE ENERGY: 2012 WASHINGTON STATE ENERGY CODE DISABILITY: 2009 ANSI 117.1 BUILDING CLASSIFICATIONS: A. OCCUPANCY GROUP: SEC. 309 — GROUP M — RETAIL (FULLY—SPRINKLERED) B. CONSTRUCTION TYPE: TABLE 601 — TYPE = VB C. SITE LOCATION SOUTH CENTER SQUARE 17100 SOUTH CENTER PKY TUKWILA, WA 98188 D. FLOOR AREA OF SPACE: TENANT LEASED AREA — SALES AREAS: 1,373 SQ. FT. —NON SALES AREA: 1,626 SQ. FT. — TOTAL LEASED AREA: 2,999 SQ. FT. E. OCCUPANT LOAD: TAB. 1004.1.2 — SALES AREAS: 1,373 SQ. FT. / (30 — NON SALES ROOM: 1,626 SQ. F. / (300 — TOTAL OCCUPANT LOAD: IV. EXITING REQUIREMENTS: SQ. FT./ PERSON) = 46 PERSONS SQ. FT./ PERSON) 6 PERSONS 52 PERSONS A. REQUIRED EXIT WIDTH AND LENGTH: —SEC. 1005.1 OCCUPANT LOAD 52 X .2 = 10.4" (1) 3'-0" DOOR + (3) PR 3'-0" DOORS = 252" CLEAR PROVIDED EXIT DOOR REQUIREMENTS: A. Sec. 1008.1.9— 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. Minimum clear aisle widths for public areas in Groups M occupancies shall not be less than 36 inches. VII. FLAME SPREAD RATINGS AND FIRE RESISTANCE REQUIREMENTS: A. MINIMUM INTERIOR FINISH REQUIREMENTS ARE CLASS "B" FOR EXITS, CLASS "C" FOR ROOMS IIX. ACCESSIBILITY A. Tab. 118-227.2: Accessible check—out aisles shall be provided at the rate of 1 for up to 4 check—out aisles. B. 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 (2015 UNIFORM PLUMBING CODE) A. TABLE. 2902.1 IN MERCANTILE OCCUPANCIES: 1 WATER CLOSET IS REQUIRED PER 500 B. TABLE. 2902.1 IN MERCANTILE OCCUPANCIES: 1 LAVATORY IS REQUIRED PER 750. 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. REQUIREMENTS FOR ROOF MOUNTED EQUIPMENT: THE ROOF TOP AIR HANDLING UNIT IS CENTRALLY LOCATED ON THE ROOF OF THE BUILDING. NO PORTION OF THE RTU WILL" BE VISIBLE. FROM GROUND LEVEL OR FROM ADJACENT PROPERTIES. XII. GENERAL NOTICE: A. ALL WORK IS TO BE PERFORMED-JOINDUSTRY' 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. rREVISIONS No changes shall he made to the scope of work «rithout prior approval of Tukwila Building Division.• f�QTE: Revisicns will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 9 2017 City of Tukwila BUILDING DIVISION SEE'S CANDIES REQUIRED SUPPLIERS DUNNAGE SHELVING SUPPLIER MASONWAYS INDESTRUCTIBLES 580 VILLAGE BLVD, #330 WEST PALM BEACH, FL 33409 PH: 800-837-2881 FAX: 800-693-7745 CROWN MOLDING SUPPLIER ANDERSON MOLDING ATTN: TONY 11266 WASHINGTON PLACE CULVER CITY, CA 90230 PH: 310-313-1400 FAX: 310— TN;f 00 LOCKER SUPPLIER SALSBURY ATTN: FABBY VELASQUEZ 1010 E 62ND STREET LOS ANGELES, CA 90001 PH: 323-846-6800 DOUBLE ACTING SWING DOOR ELIASON CORPORATION 9229 SHAVER ROAD KALAMAZOO, MI 49024 PH: 800-828-3655 (LWP-6 36"X80" PER SEE'S SPECIFICATIONS) WIRE SHELVING SUPPLIER STORAGE & DISTRIBUTION SYSTEMS ATTN: MARILYN EMAIL: MARILYN©METROSHELVING.NET PH: 443-367-0070 hereby certify that this plan, specification, or prepared by me or under my direct supervision am d duly Registered Architect under the laws State of WASHINGTON report was and that I of the 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 writtenconsent 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 CLIENT'S STORE NUMBER WA -1 1 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 9 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 3.1.0/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date 0 0 0 c 0 m E a� 0. 0 0 0 0 0 0 -o > comments PRELIM REVIEW 08/16/17 0 BID PERMIT 8/28/17 0 0 0 0 0 drawn by: TRB checked by: TRB THIS SHEET CONTAINS: TITLE SHEET RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER T1 ARCHITECT'S COMMISSION NUMBER 11111111111 17-725.161 0 EE W 1-- x w z 0 z Lam wto _ I 0 CD Li] N Ld J ADJACENT TENANT 89'-11i" EXISTING DEMISING WALL 53'-4" (LEASE DIMENSION) 36'-7 " (LEASE DIMENSION) P L_ 3'-0"x7'-0" OOR TACTILE EXIT SIGNAGE (REFER TO DETAIL 1/CS2) ILLUMINATEDII EXIT SIGNAGE 36" x 60" CLEAR SPACE IN FRONT OF ELEC PANELS OFFICE CO 7'-1 " CLEAR (VERIFY) J ELECTRICAL PANELS ................................................... 18" MIN 24" MIN. 17" MIN 18" MAX 12" / MIN. 6" // 30" X 48" 0 CLEAR SPACE z w 0 N z_ TOILET PAPER VERTICAL GRAB BAR z 10 SEE DOOR SCHEDULES ON SHEET Al EXISTING RESTROOM PLAN CS %SCALE: 1/2"= 1'-0" 0006 " 1' 2' 3' 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. G.C. IS RESPONSIBLE FOR PROVIDING & INSTALLING ALL TOILET ROOM ACCESSORIES UNLESS NOTED OTHERWISE. WATER CLOSET SHALL BE ARRANGED FOR A LEFT—HAND OR RIGHT—HAND APPROACH. 56" X 60" CLEAR SPACE i 31'-7i" (LEASE DIMENSION) EXISTING DEMISING WALL ILLUMINATED EXIT SIGNAGE 2////7 //�/ TACTILE EXIT SIGNAGE (REFER MN TO DETAIL 1/CS2) SHELF ABOVE ^,z1- AT rAT 7'-6" A.F.F. SHELF ABOV= AT 7'-6" A. -.F. z 0 z W 0 W N w J tf)100 in --t— EXISTING DEMISING WALL EXISTING DEMISING WALL 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface,. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge EXISTING DEMISING WALL EXISTING TOILET ROOM FIRE EXTINGUISHER TYPE 2A1OBC (SEE SHEET SP -3, 18C) // // // // (PR)3'-0"x7'-0" DOORS 3'-61"x6'-8" DOOF SHELF ABOVE \ AT 7'-6" A.F.F. SALES AREA TACTILE EXIT SIGNAGE (REFER TO DETAIL 1/CS2) ADJACENT TENANT EXISTING z O z W 0 w to Ld J rlao co SHELF ABOVE — AT 7'-6" A.F.F. ACCESSIBLE COUNTER HEIGHT 34" A.F.F. ACCESSIBLE COUNTER HEIGHT 34" A.F.F. SHELVES ABOVE SINK (SEE SHT. A4) SHELF ABOVE AT 7'-6" A.F.F. TO D WORK ROOM SHELF ABOVE AT 7'-6" A.F.F. /♦� ETAIL 3/CS) DOORS—0:: "x7' I ILLUMINATED EXIT SIGNAGE 3'-6" Pk2 /TACTILE EXIT SIGNAGE (REFER DEMISING. WALL SHELF ABOE AT 7'-6" A F.F. TACTILE EXIT SIGNAGE (REFER TO DETAIL 1/CS2) ILLUMINATED EXIT SIGNAGE / // // // // // (PR)3'-0"x7'-0" DOORS 20'-5" (LEASE DIMENSION) EXTERIOR CODE COMPLIANCE PLAN /4" = 1'-0" ALL FLOOR TRANSITIONS TO BE FLUSH, 1/2" MAXIMUM HIGH THRESHOLD AT ALL DOORS. NORTH EXTERIOR REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2011 City of Tukwila BUILDIN ; IVISION 7371 ITECAMTEFZZO 1 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: office©mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date a� 0 v 0 0 0 E a`) 0 contractor L 0 N comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: CODE COMPLIANCE SHEET RECEIVED CITU OF TUKWILA AUG 3 0 2017 PERMIT CENTER cs1 ARCHITECT'S COMMISSION NUMBER 17-725.161 • L al • 11 LI I, r-- / --1 1 r�roo "' � 1 I ; L- t II FIRE EXTINGUISHER TYPE 2A1OBC (SEE SHEET SP -3, 18C) // // // // (PR)3'-0"x7'-0" DOORS 3'-61"x6'-8" DOOF SHELF ABOVE \ AT 7'-6" A.F.F. SALES AREA TACTILE EXIT SIGNAGE (REFER TO DETAIL 1/CS2) ADJACENT TENANT EXISTING z O z W 0 w to Ld J rlao co SHELF ABOVE — AT 7'-6" A.F.F. ACCESSIBLE COUNTER HEIGHT 34" A.F.F. ACCESSIBLE COUNTER HEIGHT 34" A.F.F. SHELVES ABOVE SINK (SEE SHT. A4) SHELF ABOVE AT 7'-6" A.F.F. TO D WORK ROOM SHELF ABOVE AT 7'-6" A.F.F. /♦� ETAIL 3/CS) DOORS—0:: "x7' I ILLUMINATED EXIT SIGNAGE 3'-6" Pk2 /TACTILE EXIT SIGNAGE (REFER DEMISING. WALL SHELF ABOE AT 7'-6" A F.F. TACTILE EXIT SIGNAGE (REFER TO DETAIL 1/CS2) ILLUMINATED EXIT SIGNAGE / // // // // // (PR)3'-0"x7'-0" DOORS 20'-5" (LEASE DIMENSION) EXTERIOR CODE COMPLIANCE PLAN /4" = 1'-0" ALL FLOOR TRANSITIONS TO BE FLUSH, 1/2" MAXIMUM HIGH THRESHOLD AT ALL DOORS. NORTH EXTERIOR REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2011 City of Tukwila BUILDIN ; IVISION 7371 ITECAMTEFZZO 1 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: office©mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date a� 0 v 0 0 0 E a`) 0 contractor L 0 N comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: CODE COMPLIANCE SHEET RECEIVED CITU OF TUKWILA AUG 3 0 2017 PERMIT CENTER cs1 ARCHITECT'S COMMISSION NUMBER 17-725.161 7'-0" 60" C/L A.F.F. 5" EXIT NOTE: POSITION ON STRIKE SIDE PANEL ADJACENT TO EXIT DOORS AT 60" A.F.F. TACTILE EXIT SIGN DETAIL C52 NOT TO SCALE CS2 NOT TO SCALE 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". 6'-0" OTE: I -LUSH VALVE T WIDE SIDE OF HE FIXTURE 5'-0" 4'-0" 3'-0" 2'-0" 1'-0" FLOOR 33"-36" 33" 3:" MIN. R AT REAR T SIDES QUIRED 2 r) raysv I J W Z 0 .62 W D2 X RESTROOM ELEVATION SCALE: 1/4"= 1 '-0" 0' 1' 2' 4' 6' 1, 18'` MIN. 17" MIN 18" MAX. RESTROOM ELEVATION SCALE: 1/4"= 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. X 0 N) >- y UNISEX 7 6" 7 TOILET ROOM SIGNAGE NOT TO SCALE NOTE: X= 12" IF DOOR HAS BOTH A CLOSER & LATCH 'I X'I Z I I � I I c0I I 0' 1' 2' 4' 6' 0 NOTE: X=18" AT INT. DOORS X=24" AT EXT. DOORS 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 34-44" A.F.F. SEE HARDWARE SCHEDULE, SHEET Al. QMANEUVERING CLEARANCE AT DOORS NOTE.: INSULATE. ALL PIPES AND ENSURE NO SHARP EDGES 8" MIN. (TYP. S2 ACCESSIBLE EQUIPMENT MOUNTING HEIGHTS SCALE: 1/4"= 1'-0" 0' 1' 2' 4' 6' J o W 0 Z �v7 6' MAX SCALE: 1/4"= 1'-0" 0' 1' 2' 4' 6' z X 0 M (V X on 2 H O 0 O= 71-EVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2017 City of Tukwila BUILDING DIVISION Q 0 0 6 Q Z 1- 0 W 0 Q in p/ze 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: office@mba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date 0 0 0 E L a) 0 0 0 0 0 0 0 0 a) comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: CODE COMPLIANCE DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER CS ARCHITECT'S COMMISSION NUMBER 17-725.161 DEMOLITION KEY NOTES 10 11 12 13 17 GC TO REMOVE ALL EXISTING FLOORING, ADHESIVES, ETC. AS REQUIRED BACK TO SUBFLOOR. GC TO REMOVE ANY UNUSED ELECTRICAL EQUIPMENT, PANELS, CONDUIT, CIRCUITS, ETC. GC TO PROVIDE NEW ELEC/PHONE STUB UP. REFER TO ELECTRICAL PLANS FOR EXTENT OF ELECTRICAL WORK, FIELD VERIFY CONDITIONS PRIOR TO BID. DIAMOND GRIND EXISTING CONCRETE FLOOR. FILL EXISTING CRACKS AS REQUIRED FOR PREPARATION OF NEW FLOORING. REMOVE EXISTING INTERIOR PARTITION WALL OR INTERIOR FURRING. REMOVE EXISTING DEMISING WALL AS REQUIRED FOR NEW TENANT BUILD—OUT. FIELD VERIFY EXTENTS. EXISTING COLUMN TO REMAIN. REMOVE EXISTING STOREFRONT DOOR AND FRAMING. REMOVE EXISTING GLAZING AND STOREFRONT FRAMING AS REQUIRED FOR NEW TENANT BUILD—OUT. EXISTING DEMISING WALL TO REMAIN. PATCH/REPAIR AS REQUIRED AFTER DEMOLITION. REMOVE EXISTING DOOR AND FRAME. EXISTING DOOR TO REMAIN. EXISTING INTERIOR PARTITION WALL TO REMAIN. TRENCH EXISTING CONCRETE FLOOR AS REQUIRED FOR NEW UNDERGROUND PLUMBING. REFER TO PLUMBING PLANS. COORDINATE WITH LANDLORD FOR ALL REQUIREMENTS PRIOR TO START OF WORK. REMOVE ANY EXISTING SHELVING, COUNTERS, ETC. REMOVE EXISTING ELECTRICAL PANEL. VERIFY CONDITIONS IN FIELD. COORDINATE WITH ELECTRICAL PLANS. REMOVE EXISTING DRAINS, PIPING, PLUMBING FIXTURES AND ACCESSORIES AND ANY OTHER RELATED PIPING FROM LEASED AREA. VERIFY CONDITIONS IN FIELD. COORDINATE WITH PLUMBING PLANS. EXISTING STOREFRONT GLAZING AND FRAMING TO REMAIN. EXISTING EXTERIOR WALL TO REMAIN. REMOVE EXISTING COOLER/FREEZER UNIT AND ALL RELATED ACCESSORIES,WIRING, ETC. GC TO REMOVE ALL EXISTING CEILING AND ASSOCIATED SUPPORT SYSTEMS THROUGHOUT LEASED AREA. VERY CONDITIONS IN FIELD. EXCEPT WHERE NOTED OTHERWISE. GC TO REMOVE ALL EXISTING LIGHTING FIXTURES FROM LEASED AREA. VERIFY CONDITIONS IN FIELD. REMOVE ALL EXISTING HVAC DIFFUSERS, UNUSED DUCTWORK, AND EXHAUST FAN FROM LEASED AREA. VERIFY CONDITIONS IN FIELD. COORDINATE WITH MECHANICAL PLANS. EXISTING GYP. BD. SOFFIT OR CEILING TO REMAIN. FIELD VERIFY LOCATIONS AND EXTENTS. REFER TO SHEET A1.1. REMOVE EXISTING SPEAKER AND ALL RELATED WIRING AND FIXTURES THROUGHOUT SPACE. ALL EXISTING SPRINKLER HEADS THROUGHOUT SPACE TO REMAIN. GC TO CONFIRM SPRINKLER HEAD IS IN PROPER WORKING ORDER OR REPLACE WITH SAME AS NECESSARY. GC TO CLEAN/REPAINT TO "LIKE NEW" FINISH. 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. NOTE: • 50% OF NONHAZARDOUS DEMOLITION MATERIALS SHALL BE RECYCLED. • TENANT'S CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO LANDLORD PROPERTY DURING BUILD OUT. • TENANT MUST BARRICADE THE STOREFRONT PER THE LANDLORD'S SPECIFICATIONS. TENANT MUST USE LANDLORD'S CONTRACTORS FOR BARRICADE CONSTRUCTION AND APPROVED GRAPHICS. • TENANT CAN NOT REMOVE ANY STRUCTURAL MEMBERS WITHOUT. THE REVIEW OF A STRUCTURAL ENGINEER AND THE LANDLORD. r 19 1 I - I I II I1 II 1-6 R i rr II II II II II L i 0 r r n u� __L J = r L 00001:00004000 \� -21 THROUGHOUT SPACE TYPICAL L l r ---J L r J L L 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2011 City of Tukwila BUILDING [VISION FLOOR PLAN 1/4" = 1'-0" NORTH I hereby certify that this plan, speci 'cation, 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: office@mba—architects.com CLIENT'S STORE NUMBER SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 C$2 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 0 date comments PRELIM REVIEW 08/16/17 BID/ PERMIT 8/28/17 drawn by: TRB checked by: TRB THIS SHEET CONTAINS: DEMOLITION FLOOR PLAN RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER ARCHITECT'S COMMISSION NUMBER 17-725.161 z 0 z ro trnoo LU I o co fn w J LEASE LINE 89'-11" LEASE LINE 53'-4" (LEASE DIMENSION) 36'-74" (LEASE DIMENSION) HALL 31-74" (LEASE DIMENSION) LEASE LINE 21'—g4>. 8'-O" 5-12"f OFFICE 7/7 7 71" 8 WALL TYPE SCHEDULE SPECK HOEETS (EXISTING) ''(NEW) ©(NEW) EXISTING GC AND DEMISING TO EXTEND INSULATE WALL GYP. BD. IF NOT INT TO CEILING SEE EXISTING DET. PARTITION DESCRIPTION 3/A5 - 3 5/8' BELOW MTL. STUD WALL .& FURRING - 3 5/8" METAL STUD (EXISTING) v v(NEW) INTERIOR PARTITION: 3 5/8" X 20 GA. MTL. STUDS © 16" 0.C. WITH 5/8" TYPE 'X' GYP. SANDED & .................................... ��'� PAAINTBD.BEOD.THPARTITIONAHGTT. © LAY -INS CLG'S TO EXISTING NOTE: • INTERIOR INSULATE THE G.C. WALLS ARE PARTITION IS RESPONSIBLE DRYWALLED 6" ABOVE HIGHEST CEILING LEVEL; © GYP. BD. INT PARTITION - 6" MTL. STUD CLG'S, STUDS SHALL EXTEND TO JOISTS SEE DESCRIPTION BELOW & EVERY 4'-0" (SEE DETAIL). DET. 3/A5 NOTE: © TOILET & WET AREAS PROVIDE MOISTURE RESISTANT (GREEN BOARD) ALL WALLS FOR SOUND INSULATION GYP. BD„ G.C. TO PROVIDE 16 GA. METAL STUDS AT WATER HEATER, WALLS. TO BE TO FIELD VERIFY ALL TENANT DEMISING LATERALLY BRACED WITH 3 5/8" METAL STUDS TO THE DECK IF NOT ALREADY EXISTING. AT 48" 0.C. DOOR ELEVATIONS -NOT TO SCALE 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 34-44" A.F.F. A v o o ... ii u /. V / ,/ ,4 c _ \, __ •\ ; / /' = x • _ _ / - / 1.0 x ` /_ / \ / / IW21 \ / ♦ Jr 6'-0J • 3'-6' jr 3'- 0 • 3'-O" 3'-0" (N.T.S.) ELEV. TYPE 1 ,i, (N.T.S.) (N.T.S.) ELEV. TYPE 2 ELEV. TYPE 3 ELEV. ,i, (N.T.S.) TYPE 4 (N.T.S.) ELEV. TYPE 5 ENTRY SALES TO STOCK AREA ELIASON RESTROOM DELIVERY OFFICE NOTE: ALL DOOR HEIGHTS ARE TO BE INSTALLED AT FINISHED FLOOR HEIGHT. (6'-8", 7'-0", ETC.) NO EXCEPTIONS • DOOR DESCRIPTION ONEW (PR) 3'-0"x 7'-0" "ARCADIA" ALUMINUM DOORS WITH GRID INSERTS AND SIGNAGE. G.C. SHALL PROVIDE THE FOLLOWING: 1 NEW THRESHOLD, WEATHERSTRIPPING, CONCEALED SWEEPS, BLACK OFFSET RADIUS "C" HANDLES (BOTH IN AND OUT), JACKSON OVERHEAD FULLY CONCEALED CLOSER W/ NON HOLD OPEN 90', DOUBLE ACTING PIVOT HINGE SQUARE GLASS STOPS, BOTH LEAFS TO RELEASE WITH ONE MOTION PER CODE. G.C. SHALL PROVIDE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUSINESS IS OCCUPIED" IN 1" LETTERS WITH CONTRASTING BACKGROUND. SEE DOOR DETAILS 4/A7 & 5/A7. (MATCH EXISTING FINISH AND CONFIGURATION ON SITE) EXISTING (PR) 3'-0"x 7'-0" ALUMINUM DOORS WITH NEW GRID INSERTS AND SIGNAGE. G.C. SHALL PROVIDE THE FOLLOWING IF 22 NOT EXISTING: NEW THRESHOLD, WEATHERSTRIPPING, CONCEALED SWEEPS, BLACK OFFSET RADIUS "C" HANDLES (BOTH IN AND OUT), JACKSON OVERHEAD FULLY CONCEALED CLOSER W/ NON HOLD OPEN 90', DOUBLE ACTING PIVOT HINGE SQUARE GLASS STOPS, BOTH LEAFS TO RELEASE WITH ONE MOTION PER CODE. G.C. SHALL PROVIDE SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUSINESS IS OCCUPIED" IN 1" LETTERS WITH CONTRASTING BACKGROUND. SEE DOOR DETAILS 4/A7 & 5/A7. 2* 2* = PROVIDE NEW VINYL GRAPHICS PANEL AT DOOR IN WORK AREA. ONEW 3'-6" x 6'-8" METAL DOOR & 3 -PIECE KNOCK DOWN METAL FRAME BY G.C., PAINT W-1. NORTON 1601BF CLOSER, KICK DOWN DOOR STOP. PAINT BOTTOM 6" W-2 SALES SIDE. PROVIDE PEEP HOLE AT 60" A.F.F. REFER TO SPEC. 9, SHEET SP3. KEYLESS ENTRY LOCKSET. O4 NEW 3'-0" x 6'-8" "ELIASON" BRAND, MODEL LWP6 SELF-CLOSING, DOUBLE 6" X 30" DOOR WITH PLASTIC LAMINATE (WHITE) FINISH BOTH SIDES AND ACRYLIC WINDOW IN BLACK RUBBER MOLDING. VIEW PANEL MUST BE MIN. 200 SQ. IN. AND 1" WHITE CERAMIC PULLS (SUPPLY & INSTALLED BY G.C.), NO LATCH. (NOTE: THIS DOOR IS JAMBLESS). DOOR SUPPLIED & INSTALLED BY G.C. REFER TO SPEC. 9, SHEET SP3, AND DETAIL 8/A6. NO SUBSTITUTIONS. ONEW 3'-0" X 6'-8" HOLLOW CORE DOOR & TIMELY FRAME. PAINT DOOR AND FRAME W-1. G.C. SHALL SUPPLY AND 5 INSTALL HARDWARE: 1 1/2 PR HINGES, NORTON 1601BF CLOSER, SCHLAGE "D" SERIES LEVER HANDLE WITH PUSH BUTTON PRIVACY LOCK. REFER TO SPEC. 9, SHEET SP3. 6 EXISTING 3'-0" X 6'-8" HOLLOW CORE DOOR & TIMELY FRAME. PAINT DOOR AND FRAME W-1. G.C. SHALL SUPPLY 6 AND INSTALL HARDWARE IF NOT EXISTING: 1 1/2 PR HINGES, NORTON 1601BF CLOSER, SCHLAGE "D" SERIES LEVER HANDLE WITH PUSH BUTTON PRIVACY LOCK. REFER TO SPEC. 9, SHEET SP3. OEXISTING 3'-0"X 7'-0" ALUMINUM DOORS WITH VINYL GRAPHIC PANEL AND SIGNAGE. PROVIDE THE FOLLOWING IF NOT EXISTING: NEW THRESHOLD, WEATHERSTRIPPING, CONCEALED SWEEP, JACKSON OVERHEAD FULLY CONCEALED CLOSER W/ NON HOLD OPEN 90', AND PANIC HARDWARE AS REQUIRED TO ALARM LOCK SET BY ALARM SYSTEMS #250X28 W/ RIM CYLINDER CERKA-12345. NOTES: -ALL DOORS WITH EXPOSED DOOR CLOSERS TO HAVE NORTON 1601BF DOOR CLOSERS -REFER TO SPEC. SHEET SP2, DIVISION 8 FOR ADDITIONAL DOOR AND HARDWARE INFORMATION. DOOR MARK QTY. REQ'D ELEV. TYPE DOOR SIZE REQ'D SPECIAL NOTES 0 1 1 (PR)3'-0" X 7'-0" COORDINATE DOOR INSTALLATION WITH SEE'S PROJECT MANAGER. 0 1 1 (PR)3'-O" X 7'-0" EXISTING DOOR - COORDINATE ANY MODIFICATIONS WITH SEE'S PROJECT MANAGER. ® 1 1 (PR)3'-O" X 7'-0" EXISTING DOOR - COORDINATE ANY MODIFICATIONS WITH SEE'S PROJECT MANAGER. O 1 2 3'-6" X 6'-8" KEYLESS ENTRY - SIMPLEX MECHANICAL DOOR LOCK #5021 -XS -WL -26D-41 BY G.C. 0 1 3 3'-O" X 6'-8" SUPPLIED & INSTALLED BY G.C. © 1 4 3'-O" X 6'-8" SUPPLIED & INSTALLED BY G.C. O 1 4 3'-0" X 6'-8" EXISTING DR - ADD TOILET ROOM SIGNAGE PER SHEET CS. `J 1 5 3'-0" X 7'-0" EXISTING DOOR LEASE LINE EXISTING TOILET ROOM ifl 03 0 FLOOR PLAN NOTES NOTE TO G.C.: 1. FIELD VERIFY EXISTING CONCRETE SLAB CONDITIONS AT ENTRY PRIOR TO BIDDING. MODIFY / REMOVE SLAB AS REQUIRED FOR A FLUSH TRANSITION TO EXISTING EXTERIOR COMMONS AREA. 2. ALL FLOOR TRANSITIONS TO BE FLUSH, 1/2" MAXIMUM HIGH THRESHOLD AT ALL DOORS. 3. SEE SHEETS A2, A2.1 AND A4 FOR FINISH SCHEDULE. z 0 z w 0 w w J hICO LEASE LINE 4 » 8'-0" A.F.F. (TO TOP OF WORK ROOM 8'-5" 10 15'-104" / WALL) Aco z O z w 2 0 UJ J 10lib 0 \\ \\ \\ \\ • / —IN r4) / // / / /// // '-= / 4 //moi////// / / // / // / / / / / / / / / / / • A5 00 /2'—1 / / / // 3'— —� MAXIMUM THRESHOLD AND TRANSITION 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. (TYP. ALL ENTRANCES - 3 TOTAL) 6'-04"± 00 SALES AREA 11 1 O -0— LEASE LINE 7371 49` . 3S ERE:D ,F"lCHI iECT 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: office@mba—architects.com 14 z 0 z w w w J Apo I N CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 14 13 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 REVIEWED FOR 'CODE COMPLIANCE APPROVED SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 SEP 19 2017 City of Tukwila BUILDING DIVISION LEASE LINE 0 comments 16'-72" //,// // 11 // / / // KEY NOTES — FLOOR PLAN 0 • 0 0 0 0 14 // LEASE LINE 20'-5" (LEASE DIMENSION) i=i=:: is ° � °:��: �: �':=E=z.•' �':=i:i: i:>,,;,; FLOOR PLAN Al j 1/4" = 1'-0" NORTH 13 14 ELECTRICAL PANEL LOCATION, REFER TO ELECTRICAL PLANS. LINE REPRESENTS EDGE OF CABINETRY. MOP SINK. REFER TO DETAIL SHOWN ON SHEET A5. SEE TO PLUMBING DRAWINGS. 3 -COMPARTMENT STAINLESS STEEL SINK, REFER TO PLUMBING DRAWINGS. WATER HEATER ON RAISED PLATFORM ABOVE MOP SINK. REFER TO DETAIL SHOWN ON SHEET A5. SEE ALSO PLUMBING DRAWINGS. NEW HANDSINK, REFER TO PLUMBING PLANS. G.C. TO PROVIDE 5/8" FIRE TREATED PLYWOOD IN PLACE OF GYP. BOARD BEHIND MANAGERS DESK, FLOOR TO 8'-0". ALIGN NEW WALL SURFACE WITH EXISTING WALL SURFACE. NEW ENTRY DOORS. PROVIDE NEW LATTICE - SEE DETAILS 4/A7 & 5/A7. EXISTING ENTRY DOORS. PROVIDE NEW LATTICE - SEE DETAILS 4/A7 & 5/A7. EXISTING COLUMN TO REMAIN. G.C. IS TO INFILL / REPAIR CONCRETE FLOOR AS REQUIRED FOR NEW UNDERGROUND PLUMBING. REFER TO PLUMBING PLANS. COORDINATE WITH LANDLORD FOR ALL REQUIREMENTS PRIOR TO START OF WORK. G.C. TO INSTALL NEW VAPOR BARRIER AT ALL DEMO'D FLOORING AREA. NEW CONCRETE TO BE DOWELED IN TO EXISTING W/ #4 REBAR ® 18" 0.C. W/ 4" EPDXYED EMBED. EXISTING ALUM. TEMPERED GLAZING STOREFRONT TO REMAIN. PATCH ANY ALTERED AREAS TO MATCH EXISTING WHERE NEW DOOR IS TO BE INSTALLED. VERIFY ALL MIN. ENERGY COMPLIANCE IS MET. REFER TO ENERGY REQUIREMENTS ON SHEET T1. EXISTING EXTERIOR WALL. PATCH ANY ALTERED AREAS TO MATCH EXISTING. REFER TO SHEET A3. checked by: TRB THIS SHEET CONTAINS: FLOOR PLAN WALL TYPES DOOR SCI TEEMED CITY OF TUKWILA AUG 3 0 2011 PERMIT CENTER Al ARCHITECT'S COMMISSION NUMBER 17-725.161 2'x4' T -BAR CEILING C2 J 8'-0" A.F.F. 7V ///////D///// 2'x4' T -BAR CEILING 10'-0" A.F.F. CEILING PLAN KEY NOTE: ALL RUNNINGTS THEOBE SAMEINSTALLED WITH DIRECTION. LAMPS ALL LIGHTING FIXTURES ABOVE TENSILE WASHING SINKS OR WHERE UNPACKAGED CANDY EXISTS SHALL BE SHATTERPROOF. :i : • 2x4 LED DER PTI ON NOTES REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION J L /1 2x4 LED LIGHT W/ EMERGENCY NL NEW 90 MINUTE EMERGENCY BALLAST PROVIDED BY SEES, INSTALLED BY G.C. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION N.L. 2x2 LED REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION -- --I---- H I- N.L. 2x2 LED EMERGENCY NL REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION iiiiiilliiin SYMBOL DESCRIPTION NOTES 4'-0" FLUORESCENT STRIP W/ REFLECTOR REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION i : 1x4 LED REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 4- LED DOWN LIGHT REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 2'-0" LED WALL WASHER REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 0 EXIT LIGHT REFERTTOOELECTRICAL DRAWINGS FOR MORE INR.A. MECHANICAL RETURN/ SUPPLY DIFFUSER SUPPLY TO MECHANICAL DRAWINGS FOR MORE INFORMATION CEILING PLAN NOTES NOTE TO G.C.: 1. ALL LIGHTS TO BE INSTALLED WITH LAMPS RUNNING IN THE SAME DIRECTION (FRONT TO BACK) 2. SUSPENDED CEILING REQUIRES SPECIAL INSPECTION. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. (AS AN ALTERNATE, AN ICC APPROVED DESIGN CAN BE USED.) SEE DETAILS 10/A5. 3. SEE FINISH SCHEDULE SHEET A2, A2.1 AND A4 C 14'-0" A.F.F. VIF EX. GYP. BOARD CLG FIELD VERIFY HEIGHT TO MATCH EXISTING HORIZONTAL MULLION LOCATED APPROXIMATELY 14'-0" A.F.F. 48 2'—O" 2'x2' T -BAR CEILING 9'-0" A.F.F. C '-10" A.F.F. EX. GYP. BOARD SOFFIT NOTE - SUSPENDED CEILING CONTINUES OVER RESTROOM BELOW. EXISTING FRAMING ABOVE RESTROOM CEILING TO REMAIN (FIELD VERIFY) DASHED LINES REPRESENT 2X4 CEILING ABOVE TOILET ROOM © 12'-0" A.F.F. KEY NOTES — REF. CLG. PLAN EXISTING GYP. BD. SOFFIT OR CEILING TO REMAIN. NEW 2' X 4' CEILING TILE. EXISTING EXTERIOR SOFFIT AREA TO REMAIN. PATCH ANY ALTERED AREAS TO MATCH EXISTING. NEW 2' X 2' CEILING TILE. ILLUMINATED VALANCE WITH POLISHED CHROME EGG CRATE DIFFUSER. 3/4" PLYWOOD FASCIA WITH P -LAM. FINISH AT ALL EXPOSED WOOD EDGES. SEE DETAIL SHEET A5. WHITE GYP. BD. CEILING 8'-0" A.F.F. 2'x4' T -BAR CEILING 12'-0" A.F.F. W 111MIN IIIIIIIIIII 1111■00= p II now lamni Inn AIME i::r:::: 1..■1111■11■ 1111111111111111111111 111111■11111111. r1 urou1111111 1■:r41 H1JPf•i 11 O 11 CV ol 11111':: s1 ' . u■■■ 11x11 1::.'a Ind � 11111■■ ■ 1111.1 IN IO11.. P1 •"I x11 ■ .11111 ■ � i:i:: 11::1[1171111 :r:ai 1111111111 •■vn .1111■ )11■u i■.. i■■■: 1111■■ IllllllIIi MINI II 11111111 WM 7 2'x2' T -BAR CEILING 9'-0" A.F.F. 8'-10" A.F.F. GYP. BOARD SOFFIT NOTE: COORDINATE FINAL SOFFIT LIGHTING LOCATIONS WITH SEE'S CONSTRUCTION MANAGER. BOT. OF VALANCE 7'-6" A.F.F. 2'x4' T -BAR CEILING 12'-0" A.F.F. 11'-0" A.F.F. (V.I.F.) GYP. BOARD SOFFIT 1 C3 FIELD VERIFY HEIGHT TO MATCH EXISTING HORIZONTAL MULLION LOCATED APPROXIMATELY 11'-0" A.F.F. C)A1.1REFLECTED CEILING PLAN 1/4" = 1'-0" 3 NORTH 11'-0" A.F.F. (V.I.F.) GYP. BOARD SOFFIT 1 C3 FIELD VERIFY HEIGHT TO MATCH EXISTING HORIZONTAL MULLION LOCATED APPROXIMATELY 11'-0" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 192017 City of Tukwila BUILDING DIVISION eDl2.li7 1 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: office@mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date a) 0 -o 0 0 E a) a 0 0 0 L 0 0 L 0 a) comments PRELIM REVIEW 08/16/17 0 BID/ PERMIT 8/28/17 0 0 0 0 0 drawn by: TRB checked by: TRB THIS SHEET CONTAINS: REFLECTED CEILING PLANS AND NOTES RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER Al ARCHITECT'S COMMISSION NUMBER 17-725.161 1 J L /1 N� -- --I---- H I- W 111MIN IIIIIIIIIII 1111■00= p II now lamni Inn AIME i::r:::: 1..■1111■11■ 1111111111111111111111 111111■11111111. r1 urou1111111 1■:r41 H1JPf•i 11 O 11 CV ol 11111':: s1 ' . u■■■ 11x11 1::.'a Ind � 11111■■ ■ 1111.1 IN IO11.. P1 •"I x11 ■ .11111 ■ � i:i:: 11::1[1171111 :r:ai 1111111111 •■vn .1111■ )11■u i■.. i■■■: 1111■■ IllllllIIi MINI II 11111111 WM 7 2'x2' T -BAR CEILING 9'-0" A.F.F. 8'-10" A.F.F. GYP. BOARD SOFFIT NOTE: COORDINATE FINAL SOFFIT LIGHTING LOCATIONS WITH SEE'S CONSTRUCTION MANAGER. BOT. OF VALANCE 7'-6" A.F.F. 2'x4' T -BAR CEILING 12'-0" A.F.F. 11'-0" A.F.F. (V.I.F.) GYP. BOARD SOFFIT 1 C3 FIELD VERIFY HEIGHT TO MATCH EXISTING HORIZONTAL MULLION LOCATED APPROXIMATELY 11'-0" A.F.F. C)A1.1REFLECTED CEILING PLAN 1/4" = 1'-0" 3 NORTH 11'-0" A.F.F. (V.I.F.) GYP. BOARD SOFFIT 1 C3 FIELD VERIFY HEIGHT TO MATCH EXISTING HORIZONTAL MULLION LOCATED APPROXIMATELY 11'-0" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 192017 City of Tukwila BUILDING DIVISION eDl2.li7 1 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: office@mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date a) 0 -o 0 0 E a) a 0 0 0 L 0 0 L 0 a) comments PRELIM REVIEW 08/16/17 0 BID/ PERMIT 8/28/17 0 0 0 0 0 drawn by: TRB checked by: TRB THIS SHEET CONTAINS: REFLECTED CEILING PLANS AND NOTES RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER Al ARCHITECT'S COMMISSION NUMBER 17-725.161 SELF SERVICE CASE 6" BASE PER PLAN N. 53'-4" (LEASE DIMENSION) 89'-113" 36'-74" (LEASE DIMENSION) OFFICE ELEC PANELS 24x48 31'-74" (LEASE DIMENSION) 24x48 ABOVE 24x48 ABOVE 24x48 41'-54" 41" 2 ABOVE FIXTURE SCHEDULE En a MARK 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: LETTER DESIGNATION IN "MARK" COLUMN REFERS TO FIXTURE MANUFACTURER PLACEMENT PLAN. NOTE: G.C. SHALL INSPECT ALL CRATES UPON DELIVERY TO SITE. SUPPLY INSTALL SEE'S 66 c3 z 1 SEE'S 6 z MARK ITEM NAME REMARKS O NOT USED FRP PANELS BY MARUTE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 O CASH WRAP COUNTER HEIGHT IS TO BE 34" A.F.F. LIGHT VALENCE / DISPLAY WINDOW WHERE SHOWN W4 (HIGH GLOSS) BLACK COLOR -CORE P -LAM AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP O STANCHIONS BASE 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SP1 SALES AREA / REST ROOM B1 1 6'-0" BULK CANDY CASE G.C. TO INSPECT ALL FIXTURES UPON DELIVERY. WORK ROOM / AS SHOWN B2 CEILING 24" X 24" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR IED 16'-11" BACK BAR W/ SINK COUNTER HEIGHT IS TO BE 34" A.F.F. FOOD IS NOT STORED IN OR ON FIXTURE. 24" X 48" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 WORK ROOM C2 01 18-0" BACK BAR LIGHT SOFFIT EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 FLOORING O 4'-0" OPEN TOP SHADOW BOX CENTER ON BACK COUNTER F1 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT G1 FRONT LOAD LOW BOY SEE DETAIL 2/A7 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ RADIDUS M OTECTIO" MIN. ADIU OU)GRAL CARMSTRONG WELDING ROD PATTERN FPWM476-101 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS. SEE SP3 SECTION 15D. WHERE SHOWN / WORK F3 CI NOT USED OFFICE AREAS F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON COLORS USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. PRIOR TO SEALING. SMOOTH AND WASHABLE. 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE OF TOUCH UP PAINT OF ALL TYPES AND 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 WORKROOM ARE TO BE Cl) NOT USED 8ROUND GONDOLA 0 . ® SEASONAL 4'—O" CASH COUNTER AT 34" A.F.F. (ADA ACCESSIBLE) ®i MANAGER'S DESK LIGHT MET 8617RCEB T-8 117 DW WALL MOUNTED MANAGER'S DESK LUDOLPH ORGANIZER MTD. © 60" A.F.F. 0 . ® WALL HUNG CLOCK COORDINATE LOCATION W/ SEE'S PROJECT MANAGER OL 24" SHELVING MTD. AT 7'-6" A.F.F. NEW 3/4" SHELVING AND BRACKETS BY G.C. EDGEBAND ALL EXPOSED EDGES. OM HAND SINK W/ GOOSE NECK PROVIDE 12" HIGH SPLASH GUARDS ON 12"D NSF APPROVED SHELF WALL MOUNTED © 5'-6" & 6'-6" A.F.F. WALL MOUNT © 5'-1 1/2" AT MOPSINK o o OP CANDY SCALE (2) REQUIRED 0 IN STORE SAFE (1) REQUIRED ODUNNAGE RACKS SEE SHEET A2 FOR SIZES (STANDARD SPEC: 48221 2HD) SEE T1 SHEET FOR PREFERRED VENDOR INFO POLY—MIGHT DUNNAGE RACKS ONSF APPROVED METRO SHELVING SEE SHEET A2 FOR SIZES (STANDARD SPEC: 2448 NC SHELVES) SEE SHT A6 FOR S1—S4 DESIGNATION SEE T1 SHEET FOR PREFERRED VENDOR INFO SPR ERECTA WIRE SHELVES — CHROME 86P SITE SELECT POSTS 86 5/8" CHROME 9990P LABEL HOLDERS 3"x1 1/4" 9991P FLOOR GLIDES O 3 COMPARTMENT S.S. SINK (NSF) SEE T1 SHEET FOR PREFERRED VENDOR INFO SEE MECH. SHEETS FOR SPEC. U MOP SINK SEE MECH. SHEETS FOR SPEC. 0 0 V 12"x12"x12" LOCKERS SEE Ti SHEET FOR PREFERRED VENDOR INFO0 65152GY—A LOCKERS WALL MOUNTED 8" ABOVE FLOOR 0 PALLET STORAGE WALL MOUNTED — SEE DETAIL SHEET A5 0 0 MW X WALL MOUNTED HAND SINK GOOSE NECK FAUCET & 12" H. SPLASH GUARD0 OYCASH REGISTER W/ SHROUD (5) REQUIRED 0 . BLACK LOWER CASEWORK BUMPER SEE DETAIL 7B/A6 AND MILLWORK PLANS 4Z AA DESK BB CHAIR CC FILE CABINET TYP. BASE DETAIL SALES COUNTER r -' 24x48 24x24 6" BASE PER PLAN EXISTING TOILET ROOM FIRE EXTINGUISHER TYPE 2A1OBC ABOVE ABOVE SALES AREA 24x48 TYP. BASE DETAIL © SALES CTR. SCALE: 1"— 1'-0" 0' 3" 6 1 1'6" z 0 z W 0 W fn W J z 0 z W 0 W W J CO if) cV 24x48 24x48 24x48 N00 24x48 24x48 ABOVE ES 24x48 ABOVE WORK ROOM // / // —krcn ABOVE 24x24 24x48 PROVIDE MIN. 6" HIGH BACK SPLASH ABOVE 24x48 ABOVE 24x48 24x48 24x48 24x48 20'-5" (LEASE DIMENSION) FIXTURE PLAN A2 / 1/4" = 1'-0" NORTH MILLWORK NOTES 1. ALL CABINET TOE KICKS ALIGN IN A STRAIGHT LINE. REVIEWED FOR CODE COMPLIANCE I APPROVED SEP 1 9 2011 City of Tukwila BUILDING DIVISION FINISH SCHEDULE En a MARK DESCRIPTION APPLICATION GENERAL LOCATION PAINT- SEE'S WHITE. SUPPLIED BY OWNER APPLY AS INDICATED IN DRAWINGS AND SPECIFICATION SHEET SP2 ALL PAINTED WALLS AND DRYWALL CEILINGS. W1 PAINT- BEHR PREMIUM #8620 GLOSS BLACK PAINT LOWER 6" OF DOOR AND JAMB STOCK ROOM DOOR W2 FRP PANELS BY MARUTE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 (HIGH GLOSS) WHITE P -LAM #949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 LIGHT VALENCE / DISPLAY WINDOW WHERE SHOWN W4 (HIGH GLOSS) BLACK COLOR -CORE P -LAM AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP W6 BASE 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SP1 SALES AREA / REST ROOM B1 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS WORK ROOM / AS SHOWN B2 CEILING 24" X 24" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA C1 24" X 48" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 WORK ROOM C2 EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 FLOORING 12" X 12" MARBLE TILE: ARIOSTEA - CREMO DEUCATO ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F1 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F2 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ RADIDUS M OTECTIO" MIN. ADIU OU)GRAL CARMSTRONG WELDING ROD PATTERN FPWM476-101 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS. SEE SP3 SECTION 15D. WHERE SHOWN / WORK F3 CARPET - GRAY 25 OZ, GLUE DOWN G.C. SHALL PROVIDE SAMPLE TO SEE'S PROJECT AS REQUIRED/NOTED IN DRAWINGS OFFICE AREAS F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON COLORS USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. PRIOR TO SEALING. SMOOTH AND WASHABLE. 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE OF TOUCH UP PAINT OF ALL TYPES AND 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 WORKROOM ARE TO BE 7371 ARCEiTaZT f/2-(15(/ 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: office@mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 a� date 0 0 -8 C 0 U) E L 0 0 0 0 0 0 0 a) comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: FIXTURE PLAN AND DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER A2 ARCHITECT'S COMMISSION NUMBER 17-725.161 WALL WHERE SHOWN G.C. TO PROVIDE COVESTICK 1 1/2" RADIUS COMMERCIAL BEHIND SEAMLESS FLOORING COVE BASE NEW SEAMLESS FLOORING TYP. FINISH NOTES 1. ALL FLOOR TRANSITIONS TO BE FLUSH. 1/2" MAXIMUM HIGH THRESHOLD AT ALL DOORS. 2. PAINT FINISH SHALL BE SEMI -GLOSS OR BETTER TO BE USED IN THE FOLLOWING AREAS: FRONT DISPLAY CASE AREA THE WALLS IN THE WORK ROOM AND FRONT DISPLAY CASE AREA 3. PAINT FINISHES IN ALL AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS, MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE, AND DURABLE. TYP. HALL FINISH SCHEDULE WALLS MARK DESCRIPTION APPLICATION GENERAL LOCATION PAINT- SEE'S WHITE. SUPPLIED BY OWNER APPLY AS INDICATED IN DRAWINGS AND SPECIFICATION SHEET SP2 ALL PAINTED WALLS AND DRYWALL CEILINGS. W1 PAINT- BEHR PREMIUM 118620 GLOSS BLACK PAINT LOWER 6" OF DOOR AND JAMB STOCK ROOM DOOR W 2 FRP PANELS BY MARUTE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 (HIGH GLOSS) WHITE P -LAM #949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 LIGHT VALENCE / DISPLAY WINDOW WHERE SHOWN W4 (HIGH GLOSS) BLACK COLOR -CORE P -LAM AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP W6 c m 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SP1 SALES AREA / REST ROOM B 1 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS WORK ROOM / AS SHOWN B2 cD U 24" X 24" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA C1 24" X 48" USG 3270 VINYL FACED CEIUNG TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 WORK ROOM C2 EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 FLOORING 12" X 12" MARBLE TILE: ARIOSTEA - CREMO DELICATO ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F1 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA ALTERNATE BLACK AND WHITE IN. A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F2 SHEET VINYL- ARMSTRONG MEDINTECH COVE4BASE & RAD1S PPROTECTION MOLDI2" MIN. RADIUS NL ARMSTRONG WELDING ROD PATTERN FPWM476-101 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS. SEE SP3 SECTION 15D. WHERE SHOWN / WORK F3 CARPET - GRAY 25 OZ, GLUE DOWN G.C. SHALL PROVIDE SAMPLE TO SEE'S PROJECT AS REQUIRED/NOTED IN DRAWINGS OFFICE AREAS F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON COLORS USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. PRIOR TO SEALING. SMOOTH AND WASHABLE. 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE OF TOUCH UP PAINT OF ALL TYPES AND 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 WORKROOM ARE TO BE WORK AREA BASE PER PLANS FLOAT CONCRETE TRANSITION SMOOTH W/ ARDEX NEW SEAMLESS FLOORING WALL/DOOR JAMB SALES FLOOR BASE PER PLANS TILE FLOORING EXISTING TOILET ROOM ZZZLZ 2 1 A2.1 VINYL BASE DETAIL A2.1 S EAM LESSCALE: 1"=DS VINYL TO TILE TRANS. DET. 0 3 6 1' 1 6 0 3 6 1 1'6" TYP. SEAMLESS SCALE: 1"= 1'-0" TYP. TYP. WORK ROOM W3 B2 C2 F3 TYP. SALES AREA W1 B2 C3 F3 / OFFICE TYP. 40'-8" VERIFY WITH CABINETRY BY OTHERS / TYP. SALES AREA W1 B1 C1 F1 F2 / / / • • 0" VERIFY WITH CABINETRY BY OTHERS in INSTALL "F3" AND "B2" AFTER FIXTURE PLACEMENT 03 ALL SIDES W3 / // TYP. // / / // / / // / / / /. / // / / / // / / / // // / // / / / / / / / / / / / / / TYP. 3,-0" f. Z� D' X 0G 0 J Q LL 111 .(Y J U) Z J a OCC Z 0 ole 0 TYP. 5,-5" 2'-6" 1 r_J TYP. DO NOT INSTALL FLOORING UNDER SALES AREA FIXTURES. 1' W 00_ Z� X_ o`` J Q J < J Q I- (I) W Z oa 0 o: 7'-11" VERIFY WITH CABINETRY BY OTHERS TYP. TYP. / / / / // // // / // // // // // // //� // // // PROVIDE NEW THRESHOLD PER LANDLORD REQUIREMENTS FLOOR 8c WALL FINISH PLAN A2.1)1/4" = 1'-0" NORTH PROVIDE NEW THRESHOLD PER LANDLORD REQUIREMENTS 6" CONTINUOUS BLACK BORDER AT ENTRY DOOR— OPENING OFFICE NEW CARPET FLOORING 1111111111111991111111111111111 1111111111 1111111111111111 MI\ WORKROOM BLACK METAL TRANSITION STRIP SEAMLESS VINYL FLOORING • PROVIDE NEW THRESHOLD PER LANDLORD REQUIREMENTS 6" CONTINUOUS BLACK BORDER AT ENTRY REVIEWED FOR CODE COMPLIANCE APPROVED SEP 10 2017 City of Tukwila BUILDING DIVISION CARPET TO SEAMLESS VINYL TRANSITION DETAIL SCALE: 1"= 1'-0" 0' 3" 6" 1-' 1,6,E 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 report was and that 1 of the 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 CLIENT'S STORE NUMBER WA -1 1 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date 4, (1) .0 -0 0 0 E a) a contractor 0 0 (l) comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: FINISH PLAN AND DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER ARCHITECT'S COMMISSION NUMBER 17-725.1 61 LEASE LINE r l 1 1 1 1 1 r 1 1 / C 18'-04" 8 / 1 I ADJACENT TENANT NOT IN CONTRACT TENANT LEASE SPACE STOREFRONT ELEVATION SCALE: 1 /4"= 1'-0" A3 0' 1 ' 2 4' 6' LEASE LINE 11 1 1 I r l 1 I I r I l l I I 1 1 1 I I 1 1 1 1 1 1 1 I 111 1 1 I I I I I I I I I 1 1 1 1 1 1 1 I 11 22'-64" • CAN 1 1 i 1 r 1 r i 1 1 1 1 1 1 1 1 1 1 1 11 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 f 1 I I 1 1 1 1 1 1 1 1 l 1 1 1 1 V I I 1 1 I I I 1 I 1 I I 1 1 1 1 1 I I 1 I 11. 1_ I. 1. 1. 1. 1. 1 1. 1. 1 1 1 1 I I 1 1 1 I I 11 I_I I I I 1 I I I rr I'l J I I I I 1) 1 8 1 1 1 1 111 STOREFRONT ELEVATION SCALE: 1 /4"= 1'—O" 1 1 1 1 1 1 1 1 7 1 1 1 I 1 1 1 1 1 1 1 11 1 1 1 1 I 1 1.1 1 1 1 I I I I MIIIIMMIMIIMMMWMINIMMMMMMMIIIIMM MMIIIIIMMINIMMEIMMMINMMMMMIIIM MMMMMMINIMMMMMMMIIMINMMMMM -IIIIMMMIOIMMIMMIIIMMIMMMMIMMINIIMMM— MIIIIIMIMMMMMIIIIMMMMMMMMNIMM MMMMIIIMIMMMMNIIIMMINIMMMMMM MMMMMIIIIIMMIMMIMMMMINIMMMMIMMM :� WWW�� MTM MMIIIIIMMMIMMMMINIMIMMMMMMNIMMIM MIIIIMMMMNIIIIMEMMMMMMIIIIMMIMM --- MOOMMMIIMMENIMMIMMMMIMMAM IMMMMIIIIIIIIMMIMMWMMIIIIMMMIIMMW MMMMIIIIIWWWWIMMIMMINIIIMMIMM INIMMMIIIIMM MM MMIIIIMMWMIIMMMMMOIOMMIMEMM MMMMIIIIIMUMMMIIIIIMM MMNIMMMMIIIIMMMWMMIIIIIM MMEMMIMIMIMMMMMM _MJm:- MUMMIMMIUMMIUMM MIN 111111 11111111111.1111111111111111 MMI MOM 111p /: TT LJ STOREFRONT ELEVATION A3 % SCALE: 1 /4"= V-0" 0' 1' 2' 4' 6' 4 TENANT LEASE SPACE ADJACENT TENANT NOT IN CONTRACT B.O. SIGN 24'-3" A.F.F. (VERIFY) 0' 1' 2' 4' 6' B.O. CANOPY 9 —6" A.F.F. (VERIFY) DOOR HEIGHT 7'-0" A.F.F. (VERIFY) 111 / 111 1 I L__J 111 NOTES: ALL SIGNAGE SHOWN IS FOR REFERENCE ONLY. SIGN PLANS ARE TO BE SUBMITTED TO THE CITY AND LANDLORD FOR SEPARATE APPROVAL. 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 i B.O. SIGN 29'-3" A.F.F. (VERIFY) B.O. CANOPY 11'-0" A.F.F. (VERIFY) DOOR HEIGHT 7'-0" A.F.F. (VERIFY) GRADE 0'-0" A.F.F. KEYNOTES 0 O O 0 0 C O G NEW SIGNAGE — WHITE INTERNALLY LIT CHANNEL LETTERS. G.C. TO COORDINATE WITH SEE'S CANDIES. REFER TO SIGNAGE SHOP DRAWINGS SUBMITTED SEPARATELY TO CITY AND LANDLORD BY SIGN CONTRACTOR. EXISTING AWNING TO REMAIN. NEW (PR) 3'-0" x 7'-0" DOORS, KAWNEER 1010 WITH FINISHES TO MATCH EXISTING BY SEE'S CANDIES. SEE DOOR SCHEDULE SHEET Al. SEE'S TYPICAL DOOR DECAL TO BE PLACED ON STORE FRONT DOOR AT 5'-0" A.F.F., INSTALLED BY GC. GC TO INSTALL SEE'S PROVIDED NEW LATTICE, SEE DETAILS 4/A7 & 5/A7. EXISTING (PR) 3'-0" x 7'-0" DOORS. SEE DOOR SCHEDULE SHEET Al. SEE'S TYPICAL DOOR DECAL TO BE PLACED ON STORE FRONT DOOR AT 5'-0" A.F.F., INSTALLED BY GC. GC TO INSTALL SEE'S PROVIDED NEW LATTICE, SEE DETAILS 4/A7 & 5/A7. EXISTING (PR) 3'-0" x 7'-0" DOORS. SEE DOOR SCHEDULE SHEET Al. SEE SHEET A3.1 FOR LOCATIONS OF VINYL DECALS INSTALLED BY GC AND PROVIDED BY SEE'S. EXISTING GLAZING AND STOREFRONT FRAMING TO REMAIN. SEE SHEET A3.1 FOR LOCATIONS OF VINYL DECALS INSTALLED BY GC AND PROVIDED BY SEE'S. G.C. TO. PROVIDE AND APPLY A WATERPROOF / NON—HARDENING CAULK AT OPEN JOINT BETWEEN THE SIDEWALK AND THE STOREFRONT IF REQUIRED. CAULK TO BE CONTINUOUS AND COLOR BLACK. EXISTING STOREFRONT EXTERIOR WALL AND FINISHES TO REMAIN. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2011 City of Tukwila BUILDING DIVISION 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: office©mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 a) date -0 0 -D a 00" > u)0 v� comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: STORE FRONT ELEVATIONS RECEIVED CITY OF TUKWILA AUG 3 0 2011 PERMIT CENTER A3 ARCHITECT'S COMMISSION NUMBER 17-725.161 17- 0J3L1 ED FOR 1CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISIONL 7371 . p�,r/'. �„� f��- Lyt.o4:1�::%tI ED PJC T .CT 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: office©mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/. 785-2760 date -4-� (1) 0 -o 0 -o 0 cn E Q) 0 0 0 0 0 0 L 0 -o c N comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: STORE FRONT SIGNAGE ELEVATIONS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER ARCHITECT'S COMMISSION NUMBER 17-725.161 W4 --1W1�-- O (0 ---I W 1 I -- i E31 Z B1 CONT. INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2' 4' 6' CONT. 18 O r---- ---7r----1I— I I — II B1 B1 0 0) W1 17 00 W1 17 B1 k C B1 n CONT. INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0 1' 2' 4' 6' 7 W1 B1 L_J III F-7 I I L_J 0 W1 W W4 I B2 INTERIOR ELEVATION A4 % SCALE: 1/4"= 1 '-0" 0' 1' 2' 4' 6' W3 C.)1 S1 S1 PEN TO HALL W3 0 Ir( B2 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2' 4' B2 0 CV 0 \CV 0I) 11'-0" FIELD VERIFY \ \ B1 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2 4' 6' CONT. 1 II H II MARK DESCRIPTION 1 \ \ II — JL- --11- W1 JI II 18 OC•1 0 PAINT- BEHR PREMIUM #8620 GLOSS BLACK PAINT LOWER 6" OF DOOR AND JAMB ExI T1 W2 +I CV 11) i 14'-0" FIELD VERIFY L ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 o I co OB ---1 W 1 [-- REFER TO SPEC. ITEM # 13A ON SHEET SP3 W3 --•- ,. ---I W1 I --- AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP W1 ■•I■I•I■• 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE L• •I■1■I■• SALES AREA / REST ROOM B1 OD 1 6'-O" BULK CANDY CASE SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS • 0 //i L_..J i •\\ i L ---J .M..I OR R C1 O 0 0 a • AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 -- : 0 II EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 0 FLOORING 04'-O" • 11\ ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS r • r • /Alli • 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA 1\I/ \II( \/\\II( / \II( \F SALES, STOREFRONT F2 SEE DETAIL 2/A7 0 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ RAD1/2" US M OTECTIOADDIU OLDGRA CARMSTRONG WELDING ROD PATTERN FPWM476-101 \\I \ L / PJ I<'0 •H3 IN CARPET - GRAY 25 OZ, GLUE DOWN G.C. SHALL PROVIDE SAMPLE TO SEE'S PROJECT AS REQUIRED/NOTED IN DRAWINGS H3 F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON COLORS USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. PRIOR TO SEALING. SMOOTH AND WASHABLE. 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE OF TOUCH UP PAINT OF ALL TYPES AND 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 WORKROOM ARE TO BE NOT USED 1 rI t 0ROUND GONDOLA 0 0 ® SEASONAL 4'-0" CASH COUNTER AT 34" A.F.F. (ADA ACCESSIBLE) 0 MANAGER'S DESK LIGHT MET 8617RCEB T-8 117 0 0 DWWALL MOUNTED MANAGER'S DESK LUDOLPH ORGANIZER MTD. @ 60" A.F.F. 0 0 (1)WALL HUNG CLOCK COORDINATE LOCATION W/ SEE'S PROJECT MANAGER 0 0 OL 24" SHELVING MTD. AT 7'-6" A.F.F. NEW 3/4" SHELVING AND BRACKETS BY G.C. EDGEBAND ALL EXPOSED EDGES. 0 0 OM HAND SINK W/ GOOSE NECK PROVIDE 12" HIGH SPLASH GUARDS 0 0 ON 12"D NSF APPROVED SHELF WALL MOUNTED @ 5'-6" & 6'-6" A.F.F. WALL MOUNT @ 5'-1 1/2" AT MOPSINK G1 G1 G1 CANDY SCALE 1 1 0 1 01 G1 G1 OQ G1 (1) REQUIRED 0 0 OSEE DUNNAGE RACKS SHEET A2 FOR SIZES (STANDARD SPEC: 482212HD) SEE T1 SHEET FOR PREFERRED VENDOR INFO POLY -MIGHT DUNNAGE RACKS B2 INTERIOR ELEVATION A4 % SCALE: 1/4"= 1 '-0" 0' 1' 2' 4' 6' W3 C.)1 S1 S1 PEN TO HALL W3 0 Ir( B2 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2' 4' B2 0 CV 0 \CV 0I) 11'-0" FIELD VERIFY \ \ B1 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2 4' 6' CONT. 1 II H II MARK DESCRIPTION 1 H 1 14'-0" FIELD VERIFY 1 II — JL- --11- \\ JI II 18 OC•1 0 PAINT- BEHR PREMIUM #8620 GLOSS BLACK PAINT LOWER 6" OF DOOR AND JAMB ExI T1 W2 0) FRP PANELS BY MARUTE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. L ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 OB (HIGH GLOSS) WHITE P -LAM #949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 W3 --•- ,. ---I W1 I --- AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP W1 ■•I■I•I■• 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE L• •I■1■I■• SALES AREA / REST ROOM B1 OD 1 6'-O" BULK CANDY CASE SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS • 0 //i L_..J i •\\ i L ---J .M..I OR R C1 O 0 0 a • AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 -- : 0 II EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 0 FLOORING 04'-O" • 11\ ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS r • r • /Alli • 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA 1\I/ \II( \/\\II( / \II( \F SALES, STOREFRONT F2 SEE DETAIL 2/A7 0 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ RAD1/2" US M OTECTIOADDIU OLDGRA CARMSTRONG WELDING ROD PATTERN FPWM476-101 \\I \ L / PJ I<'0 •H3 IN B2 INTERIOR ELEVATION A4 % SCALE: 1/4"= 1 '-0" 0' 1' 2' 4' 6' W3 C.)1 S1 S1 PEN TO HALL W3 0 Ir( B2 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2' 4' B2 0 CV 0 \CV 0I) 11'-0" FIELD VERIFY \ \ B1 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2 4' 6' CONT. INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' W3 \OPEN TO WORK ROOM/ 23 / / W3 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" W3 ;4iir 0' 1' 2' 4' 6' 10 B2 B2 INTERIOR ELEVATION A4 % SCALE: 1/4"= 1'-0" 0' 1' 2' 4' 6' B2 B1 2' 4' 6' 0 \ 0 N) k ® B1 CONT. C 40" 12" 42-48' 21 k B1 CD 1 19 �I r 7-9"-i 61 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" W3 0' 1' 2' 4' 6' B1 NOTES - 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. - G.C. TO INSTALL ALL SLATWALL LEVEL, PLUMB & STRAIGHT. 8 INTERIOR ELEVATION SCALE: 1/4"= 1 '-0" 0' 1' 2' 4' 6' FINISH SCHEDULE 1 II H II MARK DESCRIPTION APPLICATION H 1 14'-0" FIELD VERIFY 1 II — JL- --11- H __IL JI II 18 z \----1r----=_____ PAINT- BEHR PREMIUM #8620 GLOSS BLACK PAINT LOWER 6" OF DOOR AND JAMB rxiTI W2 0) FRP PANELS BY MARUTE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 OB (HIGH GLOSS) WHITE P -LAM #949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 LIGHT VALENCE / DISPLAY WINDOW WHERE SHOWN W4 ,. ---I W1 I --- AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP W1 ■•I■I•I■• 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE L• •I■1■I■• SALES AREA / REST ROOM B1 OD 1 6'-O" BULK CANDY CASE SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS • 0 //i L_..J i •\\ i L ---J .M..I O AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA C1 03 a • AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 u 1 : 0 II EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 0 FLOORING 04'-O" • 11\ ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS r • r • /Alli • 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F2 SEE DETAIL 2/A7 0 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ RAD1/2" US M OTECTIOADDIU OLDGRA CARMSTRONG WELDING ROD PATTERN FPWM476-101 • •010!0 \ L / PJ I<'0 •H3 IN CARPET - GRAY 25 OZ, GLUE DOWN G.C. SHALL PROVIDE SAMPLE TO SEE'S PROJECT AS REQUIRED/NOTED IN DRAWINGS H3 F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON COLORS USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. PRIOR TO SEALING. SMOOTH AND WASHABLE. 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE OF TOUCH UP PAINT OF ALL TYPES AND 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 WORKROOM ARE TO BE NOT USED 1 rI t 0ROUND INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' W3 \OPEN TO WORK ROOM/ 23 / / W3 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" W3 ;4iir 0' 1' 2' 4' 6' 10 B2 B2 INTERIOR ELEVATION A4 % SCALE: 1/4"= 1'-0" 0' 1' 2' 4' 6' B2 B1 2' 4' 6' 0 \ 0 N) k ® B1 CONT. C 40" 12" 42-48' 21 k B1 CD 1 19 �I r 7-9"-i 61 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" W3 0' 1' 2' 4' 6' B1 NOTES - 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. - G.C. TO INSTALL ALL SLATWALL LEVEL, PLUMB & STRAIGHT. 8 INTERIOR ELEVATION SCALE: 1/4"= 1 '-0" 0' 1' 2' 4' 6' FINISH SCHEDULE WALLS MARK DESCRIPTION APPLICATION GENERAL LOCATION SEE'S PAINT- SEE'S WHITE. SUPPLIED BY OWNER APPLY AS INDICATED IN DRAWINGS AND SPECIFICATION SHEET SP2 ALL PAINTED WALLS AND DRYWALL CEILINGS. W1 z MARK PAINT- BEHR PREMIUM #8620 GLOSS BLACK PAINT LOWER 6" OF DOOR AND JAMB STOCK ROOM DOOR W2 FRP PANELS BY MARUTE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 OB (HIGH GLOSS) WHITE P -LAM #949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 LIGHT VALENCE / DISPLAY WINDOW WHERE SHOWN W4 (HIGH GLOSS) BLACK COLOR -CORE P -LAM AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP W6 BASE 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SP1 SALES AREA / REST ROOM B1 OD 1 6'-O" BULK CANDY CASE SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS WORK ROOM / AS SHOWN B2 CEILING 24" X 24" USG 3270 VINYL FACED CEIUNG TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA C1 24" X 48" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 WORK ROOM C2 18-0" BACK BAR LIGHT SOFFIT EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 0 FLOORING 04'-O" 12" X 12" MARBLE TILE: ARIOSTEA - CREMO DELICATO ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F1 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F2 SEE DETAIL 2/A7 0 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ RAD1/2" US M OTECTIOADDIU OLDGRA CARMSTRONG WELDING ROD PATTERN FPWM476-101 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS. SEE SP3 SECTION 150. WHERE SHOWN / WORK F3 CARPET - GRAY 25 OZ, GLUE DOWN G.C. SHALL PROVIDE SAMPLE TO SEE'S PROJECT AS REQUIRED/NOTED IN DRAWINGS OFFICE AREAS F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON COLORS USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. PRIOR TO SEALING. SMOOTH AND WASHABLE. 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE OF TOUCH UP PAINT OF ALL TYPES AND 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 WORKROOM ARE TO BE REVIEWED FOR I CODE COMPLIANCE APPROVED SEP 19 2,011 City of Tukwila BUILDING DIVISION KEYNOTES 6 O 0000000\ / 17 18 19 20 21 HEAVY DUTY BRACKET SUPPLIED AND INSTALLED BY G.C. @ 32" 0.C. STANLEY #257555-795 WHITE SEE DETAIL 5/A5. ILLUMINATED EXIT SIGN, SEE SPEC SHEET PATCH PANEL @ 7'-3" A.F.F. NEW HOT WATER HEATER. MODIFY CEILING AS REQUIRED FOR INSTALLATION. 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" GROMMET LOCATION. REFER TO FIXTURE PLANS. CONTINUOUS 24" SHELF COVERED WITH CABINET LINER. SEE DETAIL SHEET A5. "LUDOLPH" ORGANIZER SUPPLIED BY SEE'S. G.C. TO INSTALL / APPLY SILICONE ON ALL EDGES. 4-PLEX ELECTRIC OUTLET @ 49"/52" A.F.F. CAT 5 @ 49752" 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 DISPENSER SUPPLIED BY SEE'S AND INSTALLED BY G.C. APPROVED CLEANING SUPPLY SHELF ABOVE MOP SINK BY G.C. WALL MOUNTED MOP HANGER EXISTING EXPOSED COLUMN TO REMAIN. PAINT AS NOTED. LINE OF SOFFIT AND STOREFRONT BEYOND. GRAB BARS, G.C. TO ENSURE SOLID F.T. WD. BLOCKING. NEW. 24" X 36" PLATE GLASS MIRROR TOILET SEAT COVER DISPENSER SUPPLIED BY SEE'S AND INSTALLED BY G.C. MOUNT 40" A.F.F. MAX. DISPLAY WINDOW SIDE ACCESS DOOR. SEE DETAILS ON A3.1. PROVIDE 3/4" FIRETREATED PLYWOOD OVER 20 GAUGE, 6" METAL STUDS. @ 12" O.C. OVER RESTROOM. 2 x2i" CONTINUOUS PLASTIC CORNER GUARD FASTENED ALONG TOP EDGE OF RESTROOM WALL. 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: LETTER DESIGNATION IN "MARK" COLUMN REFERS TO FIXTURE MANUFACTURER PLACEMENT PLAN. NOTE: G.C. SHALL INSPECT ALL CRATES UPON DELIVERY TO SITE. SUPPLY INSTALL SEE'S Li (..5u)c0 N/A id c.i z MARK ITEM NAME REMARKS OA NOT USED OB CASH WRAP COUNTER HEIGHT IS TO BE 34" A.F.F. 0 0 OC STANCHIONS 0 0 OD 1 6'-O" BULK CANDY CASE G.C. TO INSPECT ALL FIXTURES UPON DELIVERY 0 0 OE 1 6'-1 1" BACK BAR W/ SINK COUNTER HEIGHT IS TO BE 34" A.F.F. FOOD IS NOT STORED IN OR ON FIXTURE. 0 0 ES 18-0" BACK BAR LIGHT SOFFIT 0 0 04'-O" OPEN TOP SHADOW BOX CENTER ON BACK COUNTER 0 0 G1 FRONT LOAD LOW BOY SEE DETAIL 2/A7 0 0 NOT USED NOT USED 0ROUND GONDOLA 0 0 ® SEASONAL 4'-0" CASH COUNTER AT 34" A.F.F. (ADA ACCESSIBLE) 0 MANAGER'S DESK LIGHT MET 8617RCEB T-8 117 0 0 DWWALL MOUNTED MANAGER'S DESK LUDOLPH ORGANIZER MTD. @ 60" A.F.F. 0 0 (1)WALL HUNG CLOCK COORDINATE LOCATION W/ SEE'S PROJECT MANAGER 0 0 OL 24" SHELVING MTD. AT 7'-6" A.F.F. NEW 3/4" SHELVING AND BRACKETS BY G.C. EDGEBAND ALL EXPOSED EDGES. 0 0 OM HAND SINK W/ GOOSE NECK PROVIDE 12" HIGH SPLASH GUARDS 0 0 ON 12"D NSF APPROVED SHELF WALL MOUNTED @ 5'-6" & 6'-6" A.F.F. WALL MOUNT @ 5'-1 1/2" AT MOPSINK OP CANDY SCALE (2) REQUIRED 0 0 OQ IN STORE SAFE (1) REQUIRED 0 0 OSEE DUNNAGE RACKS SHEET A2 FOR SIZES (STANDARD SPEC: 482212HD) SEE T1 SHEET FOR PREFERRED VENDOR INFO POLY -MIGHT DUNNAGE RACKS 0 0 ONSF APPROVED METRO SHELVING SEE SHEET A2 FOR SIZES (STANDARD SPEC: 2448 NC SHELVES) SEE SHT A6 FOR S1 -S4 DESIGNATION SEE T1 SHEET FOR PREFERRED VENDOR INFO SPR ERECTA WIRE SHELVES - CHROME PITE SELECTS 86 5/8" CHROME 860S L ECTHOOS 3 9999991P FLOOR GLIDES 1 ' 0 0 OT 3 COMPARTMENT S.S. SINK (NSF) SEE T1 SHEET FOR PREFERRED VENDOR INFO SEE MECH. SHEETS FOR SPEC. 0 0 OU MOP SINK SEE MECH. SHEETS FOR SPEC. 0 0 OV 12"x12"x12" LOCKERS SEE T1 SHEET FOR PREFERRED VENDOR INFO 65152GY-A LOCKERS WALL MOUNTED 8" ABOVE FLOOR 0 0 OW PALLET STORAGE WALL MOUNTED - SEE DETAIL SHEET A5 0 0 OX WALL MOUNTED HAND SINK GOOSE NECK FAUCET & 12" H. SPLASH GUARD 0 0 OY CASH REGISTER W/ SHROUD (5) REQUIRED 0 0 0 BLACK LOWER CASEWORK BUMPER SEE DETAIL 7B/A6 AND MILLWORK PLANS 0 0 Q DESK 0 0 CHAIR 0 0 CC FILE CABINET LI 0 0 \-. 1 04a:. 371 &`�t_Si�TMT 2ffj/7 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: office@mba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 c a) date 0 to E a) 0 L 0 0 0 0 0 0 comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O 0 O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: INTERIOR ELEVATIONS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER A4 ARCHITECT'S COMMISSION NUMBER 17-725.161 FIRE LIGHT SWITCHES, EXTINGUISHER SEE ELECTRICAL TYPE 2A1OBC INTERIOR ELEVATION A4.1 % SCALE: 1 /4"= 1 '-0" 0' 1' 2' 4' 6' --HW3H INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2' 4' 6' 23 c▪ 0 0 N B2 INTERIOR ELEVATION SCALE: 1/4"= 1'-0" 0' 1' 2' 4' 6' B2 HW1�-- 14 C PROVIDE MIN. 6" OHIGH BACK SPLASH <r> 8 8 8 —I W1 17 B2 z CONT. INTERIOR ELEVATION SCALE: 1/4"= 1' 0" k PUSH BUTTON, SEE MILLWORK DRAWINGS 0' 1' 2' 4' 6' B2 B2 NOTES FINISH SCHEDULE WALLS MARK DESCRIPTION APPLICATION GENERAL LOCATION SEE'S PAINT- SEE'S WHITE. SUPPLIED BY OWNER APPLY AS INDICATED IN DRAWINGS AND SPECIFICATION SHEET SP2 ALL PAINTED WALLS AND DRYWALL CEILINGS. W1 a z MARK PAINT- BEHR PREMIUM #8620 GLOSS BLACK PAINT LOWER 6" OF DOOR AND JAMB STOCK ROOM DOOR W 2 FRP PANELS BY MARLITE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM/ RESTROOM FLOOR TO CEILING W3 0 (HIGH GLOSS) WHITE P -LAM #949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 LIGHT VALENCE / DISPLAY WINDOW WHERE SHOWN W4 (HIGH GLOSS) BLACK COLOR -CORE P -LAM AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS DISPLAY WINDOW TABLE TOP W6 N m 6" B&W BLACK CERAMIC BASE S3619T MIN. 3/8" SANITARY COVE AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SP1 SALES AREA / REST ROOM B1 l U) 16'-0" BULK CANDY CASE SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS WORK ROOM / AS SHOWN B2 CEILING 24" X 24" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA C1 24" X 48" USG 3270 VINYL FACED CEILING TILE ON 1/2" SHEETROCK W/ . HEAVY DUTY T -BAR AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 WORK ROOM C2 18-0" BACK BAR LIGHT SOFFIT EXISTING GYPSUM BOARD AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA / WHERE SHOWN C3 0 FLOORING O 12" X 12" MARBLE TILE: ARIOSTEA - CREMO DELICATO ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F1 12" X 12" MARBLE TILE: ARIOSTEA - NERO MARQUNIA ALTERNATE BLACK AND WHITE IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES, STOREFRONT F2 SEE DETAIL 2/A7 0 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ RADD/ 2"S PROTECTIONIN. RADIUS OLDGRA CARMSTRONG WELDING ROD PATTERN FPWM476-101 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS. SEE SP3 SECTION 15D. WHERE SHOWN / WORK F3 CARPET - GRAY 25 OZ, GLUE DOWN G.C. SHALL PROVIDE SAMPLE TO SEE'S PROJECT AS REQUIRED/NOTED IN DRAWINGS OFFICE AREAS F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON COLORS USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. PRIOR TO SEALING. SMOOTH AND WASHABLE. 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE OF TOUCH UP PAINT OF ALL TYPES AND 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 WORKROOM ARE TO BE - 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. - G.C. TO INSTALL ALL SLATWALL LEVEL, PLUMB & STRAIGHT. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2011 City of Tukwila BUILDING DIVISION KEYNOTES 10 11 12 13 14 15 17 18 19 20 21 22 23 HEAVY DUTY BRACKET SUPPLIED AND INSTALLED BY G.C. ©32" O.C. STANLEY #257555-795 WHITE SEE DETAIL 5/A5. ILLUMINATED EXIT SIGN, SEE SPEC SHEET PATCH PANEL © 7'-3" A.F.F. NEW HOT WATER HEATER. MODIFY CEILING AS REQUIRED FOR INSTALLATION. 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'-O" GROMMET LOCATION. REFER TO FIXTURE PLANS. CONTINUOUS 24" SHELF COVERED WITH CABINET LINER. SEE DETAIL SHEET A5. "LUDOLPH" ORGANIZER SUPPLIED BY SEE'S. G.C. TO INSTALL / APPLY SILICONE ON ALL EDGES. 4-PLEX ELECTRIC OUTLET © 49752" A.F.F. CAT 5 CO 49"/52" 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 DISPENSER SUPPLIED BY SEE'S AND INSTALLED BY G.C. APPROVED CLEANING SUPPLY SHELF ABOVE MOP SINK BY G.C. WALL MOUNTED MOP HANGER EXISTING EXPOSED COLUMN TO REMAIN. PAINT AS NOTED. LINE OF SOFFIT AND STOREFRONT BEYOND. GRAB BARS, G.C. TO ENSURE SOLID F.T. WD. BLOCKING. NEW. 24" X 36" PLATE GLASS MIRROR TOILET SEAT COVER DISPENSER SUPPLIED BY SEE'S AND INSTALLED BY G.C. MOUNT 40" A.F.F. MAX. DISPLAY WINDOW SIDE ACCESS DOOR. SEE DETAILS ON A3.1. PROVIDE 3/4" FIRETREATED PLYWOOD OVER 20 GAUGE, 6" METAL STUDS. © 12" O.C. OVER RESTROOM. 2 " x2i" CONTINUOUS PLASTIC CORNER GUARD FASTENED ALONG TOP EDGE OF RESTROOM WALL. 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: LETTER DESIGNATION IN "MARK" COLUMN REFERS TO FIXTURE MANUFACTURER PLACEMENT PLAN. NOTE: G.C. SHALL INSPECT ALL CRATES UPON DELIVERY TO SITE. SUPPLY INSTALL SEE'S ( z SEE'S G.C. a z MARK ITEM NAME REMARKS OA NOT USED 0 CASH WRAP COUNTER HEIGHT IS TO BE 34" A.F.F. 0 0 CO STANCHIONS 0 0 l U) 16'-0" BULK CANDY CASE G.C. TO INSPECT ALL FIXTURES UPON DELIVERY 0 0 OEJ 16' -11 BACK BAR W/ SINK COUNTER HEIGHT IS TO BE 34" A.F.F. FOOD IS NOT STORED IN OR ON FIXTURE. 0 0 ES 18-0" BACK BAR LIGHT SOFFIT 0 0 O 4'-0" OPEN TOP SHADOW BOX CENTER ON BACK COUNTER 0 0 11 FRONT LOAD LOW BOY SEE DETAIL 2/A7 0 0 NOT USED NOT USED 0 ROUND GONDOLA 0 0 SEASONAL 4'-0" CASH COUNTER AT 34" A.F.F. (ADA ACCESSIBLE) MANAGER'S DESK LIGHT MET 8617RCEB T-8 117 0 0 DW WALL MOUNTED MANAGER'S DESK LUDOLPH ORGANIZER MTD. © 60" A.F.F. 0 0 ® WALL HUNG CLOCK COORDINATE LOCATION W/ SEE'S PROJECT MANAGER 0 0 OL 24" SHELVING MTD. AT 7'-6" A.F.F. NEW 3/4" SHELVING AND BRACKETS BY G.C. EDGEBAND ALL EXPOSED EDGES. 0 0 HAND SINK W/ GOOSE NECK PROVIDE 12" HIGH SPLASH GUARDS 0 0 N 12�� D NSF APPROVED SHELF WALL MOUNTED © 5'-6" & 6'-6" A.F.F. WALL MOUNT © 5'-1 1/2" AT MOPSINK OP CANDY SCALE (2) REQUIRED 0 0 OQ IN STORE SAFE (1) REQUIRED 0 0 OSEE DUNNAGE RACKS SHEET A2 FOR SIZES (STANDARD SPEC: 482212HD) SEE T1 SHEET FOR PREFERRED VENDOR INFO POLY -MIGHT DUNNAGE RACKS 0 0 ONSF APPROVED METRO SHELVING SEE SHEET A2 FOR SIZES (STANDARD SPEC: 2448 NC SHELVES) SEE SHT A6 FOR S1 -S4 DESIGNATION SEE T1 SHEET FOR PREFERRED VENDOR INFO SPR ERECTA WIRE SHELVES - CHROME 86P SITE SELECT POSTS 86 5/8" CHROME 9990P LABEL HOLDERS 3"xl 1/4 " 9991P FLOOR GLIDES OT 3 COMPARTMENT S.S. SINK (NSF) SEE T1 SHEET FOR PREFERRED VENDOR INFO SEE MECH. SHEETS FOR SPEC. 0 0 OU MOP SINK SEE MECH. SHEETS FOR SPEC. 0 0 OV 12"x12"x12" LOCKERS SEE T1 SHEET FOR PREFERRED VENDOR INFO 65152GY-A LOCKERS WALL MOUNTED 8" ABOVE FLOOR 0 0 OW PALLET STORAGE WALL MOUNTED - SEE DETAIL SHEET A5 0 0 OX WALL MOUNTED HAND SINK GOOSE NECK FAUCET & 12" H. SPLASH GUARD 0 0 OY CASH REGISTER W/ SHROUD (5) REQUIRED 0 0 OZ BLACK LOWER CASEWORK BUMPER SEE DETAIL 7B/A6 AND MILLWORK PLANS 0 0 0 DESK 0 0 BB CHAIR 0 0 0 0 CC FILE CABINETb I %go 7371 {!yy pp - :33 AM" wtl 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 stateNumber of 7371WASHINGTON 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 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 a r— SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date m 0 0 v c 0 u) E a� L 0 0 0 c 0 0 0 v (1) comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: INTERIOR ELEVATIONS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER ARCHITECT'S COMMISSION NUMBER 1.7-725.161 // 0 N 10 / WATER HEATER ANCHOR SEISMICALLY PER DTL. SHEET 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. 8" X 8" METAL ACCESS DOOR FOR SHUT OFF VALVE, PAINTED TO MATCH WALL. LABELED "WATER SHUT-OFF" SUPPLY LINE SHUT OFF VALVE RECESSED IN WALL © 60" A.F.F. EXISTING WALL (2) 3 5/8" x 20 GA METAL STUDS AT CORNERS CHEMICAL SHELF ABOVE IT -j) ALL SIDES CO 3-5/8" x 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. 3 5/8" x 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. ONE SIDE. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. r. "o 7.0 r. rr) 5 NOTE: GC SHALL VERIFY HEIGHT AND WIDTH OF WATER HEATER & NOTIFY PROJECT MANAGER IF CEILING CONDITION REQUIRES ALTERATION. THERMAL EXPANSION TANK ON SHELF ABOVE SINK, PROVIDE 2"W, 20 GA. METAL BAND I- 1 SECURED TO WALL FOR SEISMIC BRACING L _ J PER CODE. SEE ALSO DTL. 4/M2. 1-1/2" x 1-1/2" x 1/8" MARLITE PLASTIC CORNER GUARD FAUCET / CONTROLS © 30" A.F.F. WATER HEATER PLATFORM FRAMING DETAIL 1/4" = 1'-0" 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 ACTUATED RAMSET ANCHORS © 32" 0.C. "HILTI" BRAND MODEL X -DW PINS 0.118" DIA. MIN. W/ 3/4" MIN. EMBEDMENT. (2) #10 SELF TAPPING TEC SCREWS PER SIDE 24" DEEP SHELF COVERED WITH CABINET LINER BY G.C. WHITE EDGE BANDING ALL EXPOSED EDGES BY G.C., TYP. TRACK TYPICAL WALL SECTION SCALE: 3"= 1'-0" CUT AND BEND WEB OF STUD, CONNECT TO EXISTING METAL JOISTS OR AS REQUIRED BY SITE CONDITIONS FINISHED WALL EXTENDS TO 6" ABOVE UNDERSIDE OF CEILING. 0' 1" 2" 4" /7 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 ATTACH W/ (3) #8 x 2-1/2" FLAT HEAD WOOD SCREWS. PROVIDE SOLID WOOD BLOCKING AT ALL BRACKET LOCATIONS FROM 6'-0" TO 8'-0" A.F.F. SHELVING DETAIL A5 NOT TO SCALE 6" 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 & FRP PREP TO ACCEPT FINISH. 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. MOP & BROOM HOLDER NOTE: ALL PLUMBING PIPING AND DRAINS LOCATED INSIDE OF WALLS TO DRAIN INTO MOP SINK FLOOR MOUNT MOP SINK N FIELD VERIFY EXACT DECK HEIGHT MTL. STUD BRACING © 32" O.C. 20 GA. RUNNER TRACK VERIFY CEILING HEIGHT SEE REFLECTED CLG. PLAN METAL STUDS © 16" O.C. RUNNER TRACK - HILTI TRACK ANCHORS © 32" O.C. CA -3 -INT. PARTITION BRACING DETAIL 5.)3/8'- 111111111111 zt / 5/8" FIRE TREATED PLYWOOD SUBSTRATE IN/ FRP FINISH WASHER 4 x 5/16" x 18 EYE BOLT METAL STUD FRAMING III 1 1/2" X 1 1/2" CHROME EGGCRATE DIFFUSER. G.C. TO FIELD CUT FIT 111111111 1" X 3" HARDWOOD TRIM WITH P. LAM. FINISH. PL -1 EQ. EQ. (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 • 0 r() G.C. TO PROVIDE A 4'x4' PANEL OF 5/8"FIRE TREATED PLYWOOD IN PLACE OF GYP. BOARD. COVER WITH FRP 30" T EYE BOLTS BASE, SEE PLAN FINISH FLOOR GENERAL RECOMMENDATIONS • 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 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. 7 SUSPENDED CEILING SEISMIC NOTES NOT TO SCALE • PALLET STORAGE HOOKS DETAIL NOT TO SCALE COMPACT FLUORESCENT BEYOND. ACT CEILING LAG BOLT WITH WIRE ©12" O.C. CONT. 2" X 4" BLOCKING 3/4" PLYWOOD WITH P. LAM. FINISH. PL -1 c0 N 1 1/2" 1 1 /2' 3/4" VERIFY W/ FIXTURE PLANS BY OTHERS / LIGHT VALANCE SECTION NOT TO SCALE 4' FLUORESCENT LIGHT FIXTURE CENTERED OVER SHADOW BOX BELOW. VALANCE SUPPLIED BY SEE'S INSTALLED BY G.C. 7'-6" A.F.F. FIGURE 1 MAXIMUM 3" (76mm) FIGURE 3 FIGURE 2 LATERAL FORCE BRACING 45' OR LESS . _ 45' OR LESS 45' OR LESS 12 GAGE SPLAYED 45' OR LESS BRACE WIRES CROSS TEE MAIN BEAM 1 METAL STUD 3 5/8" METAL STUD (25 GAUGE) UP TO 8'-0" 2 METAL STUDS (2) 1 5/8" METAL STUD (25 GAUGE) ORIENTED PERPENDICULAR (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) & CONNECTED EVERY 12" ALONG THEIR LENGTH. UP TO 10'-0" (2) 2 1/2" METAL STUD (25 GAUGE) ORIENTED PERPENDICULAR (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) & CONNECTED EVERY 12" ALONG THEIR LENGTH. UP TO 15'-0" (2) 3 5/8" METAL STUD (25 GAUGE) ORIENTED PERPENDICULAR (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) & CONNECTED EVERY 12" ALONG THEIR LENGTH. UP TO 20'-0" NOTE: PLENUM AREAS GRATER THAN 11'-0 WILL REQUIRE ENGINEERING CALCULATIONS. FIGURE 5B COUNTERSLOPING FIGURE 6A SHOT—IN ANCHOR STRUCTURAL CONCRETE CEILING CUP 3 TURNS 13/4" 5/8' MAX. VERTICAL HANGER WIRE 8 SUSPENDED CEILING SEISMIC DETAILS NOT TO SCALE FIGURE 4 WALL MOLDING REQUIREMENTS 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 s 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 g 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. BUT 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. • THE LAYOUT AN LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED IN THESE DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE PER THE DESIGNER OF RECORD. SPECIAL INSPECTIONS • SPECIAL INSPECTIONS MAY BE REQUIRED BY THE JURISDICTION OR MUNICIPALITY. CONTACT THE LOCAL BUILDING DEPARTMENT. SPRINKLERS • 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. WALL MAX. 8" (02mm MIN. I 3/4" MIN. 2" (19mm) AT (50 mm UNATTACHED WALLS FIGURE 6B 5/16" DRILL—IN EXPANSION ANCHOR MINIMUM STRUCTURAL CONCRETE STEEL STRAP 1" WIDE X 2" LONG X 12 GAUGE MINIMUM 3 TURNS SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART 45' SPLAYED SEISMIC BRACING WIRE REVIEWED FOR 'CODE COMPLIANCE APPROVED SEP 19 2017 City of Tukw'la BUILDING DIV' "iO ox324 FIGURE 5A FIGURE 7 GAP DESIGN rat FLANGE POP. RIVET REGISTERED ARCHITECT 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: office@mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date 4) 0 0 c 0 N E 4) a O U 0 O 0 L -oO 1✓ 4) comments PRELIM REVIEW 08/16/17 0 BID/ PERMIT 8/28/17 0 0 0 0 0 drawn by: TRB checked by: TRB THIS SHEET CONTAINS: DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER A5 ARCHITECT'S COMMISSION NUMBER 17-775.161 L� 0 PATCH PANEL AT 6'-11 " A.F.F. TO TOP (VERIFY) PHONE LINE/ DATA LINE (SINGLE LINE) 6 PAIR 4-PLEX ELEC. OUTLET 2'-3" SHADOW BOX -open top 80" TYPICAL (FACE OF DRYWALL) CLERK SIDE CENTER RECESSED DOWNIJGHT IN 2'X2' CEILING TILE, THIS CEILING TILE IS THE STARTING POINT FOR THE CEILING GRID LAYOUT. 11 BULK' CANDY `CASE BACK BAR ELEC. ACCESS • 3'-2" MINIMUM SUSPENDED TILE CEILING \ \ '-103 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 3'-O" 11 CENTER LINE OF BULK CASE TOP SALES FLOOR PURSE RAIL SCALE POWER CORD ACCESS THRU CABINET FLEX CONDUIT DUPLEX ELECTRICAL OUTLET SURFACE MOUNTED TO LOWER SHELF IN CABINET, LOCATE OUTLET DIRECTLY UNDER SCALE LOCATION. "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'-0" G.C. TO PROVIDE SOLID BLOCKING FOR ALL FIXTURES SEE'S TO SUPPLY PLUG IN LIGHT FIXTURE, G.C. TO INSTALL PHONE LINE/ DATA LINE (SINGLE LINE) 6 PAIR O 1— 11 c. 4 PLEX ELEC. OUTLET MANAGER'S AREA NOT TO SCALE 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 MIN. 4" CONTINUOUS BASE • \ STANDARD 2X4 WIRE SHELVING NEAREST ELIASON DOOR IN STOCKROOM. TYPICAL OF 4. (ASSEMBLED BY G.C.) Ci w w e\""""""/\""/ \/\/\/\/\/ IJ J LJ Ci S 1 W 00 \ STANDARD 2X4 \IRE SHELVING THROUGHOUT STOCKROOM (ASSEMBLED BY G.C.) �21TYPICAL STOCKROOM SHELVING ELEVATIONS SCALE: 1/2"= 1'-0" 0' 6" 1 2' 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. LED LIGHT 3' 4 ii - 'INE OF BULK CASE x 6'-8"H A.F.F. 0 M FINISHED OPENING SALES FLOOR LINE OF BACK BAR ELIASON DOOR OPENING DETAIL NOT TO SCALE 243' PROVIDE FLEXIBLE CONDUIT AT 75" TO LED PULL BOX ABOVE CEILING, VERIFY LOCATION WITH SEE'S PROJECT MANAGER 3/4" MDF SLATWALL CONSTRUCTION LAMINATED 949-90 GLOSS WHITE WITH 3"0.C. SPACING EACH SLAT LOCATION TO RECEIVE ALUMINUM INSERT POWDER COATED TO MATCH 949-90 LAMINATE UNFINISHED EXTERIOR BACK \ ft 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 ILLUMINATED GRAPHIC BOX SUPPLIED BY SEE'S. G.C. TO INSTALL 2'-64" 2'-6" \1 RLL — NO LAMINATE SEAM MINIMUM OF 3 BISCUIT SPLINES AT COUNTER TOP EDGE OF EACH JOINT PANOLAM "TRUE WHITE" 1 SIDE UNDERSIDE STUB POWER 31" A.F.F. 3 1/4 X 3 1/4 SQ. OPENING WHITE KORTRON 1 SIDE UNDERSIDE OF NAILER LAMINATE ALL INTERIOR SURFACES FORMICA 949-90 GLOSS WHITE, UNLESS NOTED OTHERWISE V///////////// /ll /// /A(/' 1 1/4" MDF BACK LAMINATED FRONT FORMICA 949-90 GLOSS WHITE UNFINISHED EXTERIOR BACK 1 1/2 X 5 1/2" KD SPRUCE TOE KICK UNFINISHED AND ATTACHED 1 1/2 X 3 1/2 CROSS MEMBER W/ 3/4" SPACE ABOVE. UNE OF PARTIAL DIVIDER BACK OF END STYLE FULL DIVIDER \g_ STANDARD 1 1/2" SELF EDGE SIN 0 WHITE TAPE 0 0 i0 c Lu 2'-12" 2'-51" 4 3" / / 4 SELF—SERVICE CASE SECTION NOT TO SCALE 0 \ -STANDARD 2X2 WIRE SHELVING AT MANAGER'S DESK (ASSEMBLED BY G.C.) MELAMINE SHELF 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 SUSPENDED CEILING TILE OPEN TOP DIFFUSER BEYOND w STANDARD 2X2 WIRE SHELVING NEAR LOCKERS (ASSEMBLED BY G.C.) NOTE: G.C. MUST VERIFY METRO SHELF CONFIGURATION W/ SEE'S CANDIES PROJECT MANAGER TO ENSURE PROPER SHELF HEIGHTS. MELAMINE SHELF • TYP. D00R HEAD DETAIL NOT TO SCALE 2'-3" 1'-611, 4 1, 3,1 4 -0" f L NCO tr (0 SHADOW BOX SECTION NOT TO SCALE COUNTER TOP VERIFY W/ MILLWORK SHOP DRAWINGS 24" FLUORESCENT STRIP LIGHT CENTER FIXTURES WITHIN EACH BAY LOWER CASE LIGHT FIXTURE DETAILS NOT TO SCALE L -SHAPED PERIMETER SUSPENDED CEILING TRIM ATTACHED WITH SCREWS AT FACE OF SHADOW BOX TOP TO SUPPORT INTERIOR EDGE OF DIFFUSER FRONT OF SHADOW BOX LIGHT DIFFUSER BY SEE'S FRONT OF SOFFIT 7371 IREC 3TEMEaD I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and thot 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.cam CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY, TUKWILA, WA 98188 89 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 0 comments PRELIM REVIEW 08/16/17 SHADOW BOX DETAIL NOT TO SCALE ELF S REVIEWED FOR CODE COMPLIANCE APPROVED SEP 1 9 2011 City of Tukwila BUILDING DIVISION SELF ADHERED BLACK RUBBER BUMPER SUPPLIED BY SEE'S INSTALLED BY G.C. (ALL CORNERS TO BE MITERED) - PROVIDE BASE PER FLOOR PLAN, SHEET Al. 0a3411 LOWER CASE BUMPER MATERIAL NOT TO SCALE drawn by: TRB TRB THIS SHEET CONTAINS: DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER A6 ARCHITECT'S COMMISSION NUMBER 17-725.161 1' x X/3 CL X/3 CL X/3 / H STORICAL PHOTO END OF BACK BAR w w / H STORICAL PHOTO / \ / LET US HELP / O 4 CL EQ EQ EXTERIOR FACE OF SHADOW BOX / / EQ. CL EQ. / • / ALLERGEN STATEMENT / \ O / EQ EQ CL MARY SEES PORTRAIT / • EXTERIOR FACE OF SHADOW BOX EDGE OF SINK RIM OBISIM PLACEMENT OF MARY SEES PORTRAIT BETWEEN HAND SINK AND SHADOW BOX. AS ILLUSTRATED. NOTE MOUNTING HEIGHTS. PLACEMENT OF HISTORICAL PHOTOGRAPHS BETWEEN SHADOW BOX AND END OF BACK BAR, AS ILLUSTRATED. NOTE MOUNTING HEIGHTS. PLACEMENT OF "LET US HELP" & ALLERGEN STATEMENT BETWEEN SHADOW BOX AND ADJACENT FRAME, AS ILLUSTRATED. NOTE MOUNTING HEIGHT LEVEL WITH LEFT MOST HISTORICAL PHOTOGRAPH. APPLY 2 INCHES OF VELCRO STRIP AT BOTTOM CENTER OF EACH FRAME, WITH CORRESPONDING STRIP AT WALL, TO KEEP FRAMES LEVEL. FRAMED GRAPHICS AT BACK BAR NOT TO SCALE J SCREW LATERAL EDGE AT FACE i SCREW ® SCREW FRAME — L— -- — -- _ Seas [itch, �. UPPER SELF—SERVE CASE AS / /EQ 4 / / ./ LOWER SELF—SERVE 7 7 \ ���—' ,_- \ U 7 \ 7 / loJ 6 w (o) — N L (i )) Cu w ,) PLACEMENT OF MARY SEES PORTRAIT BETWEEN HAND SINK AND SHADOW BOX. AS ILLUSTRATED. NOTE MOUNTING HEIGHTS. PLACEMENT OF HISTORICAL PHOTOGRAPHS BETWEEN SHADOW BOX AND END OF BACK BAR, AS ILLUSTRATED. NOTE MOUNTING HEIGHTS. PLACEMENT OF "LET US HELP" & ALLERGEN STATEMENT BETWEEN SHADOW BOX AND ADJACENT FRAME, AS ILLUSTRATED. NOTE MOUNTING HEIGHT LEVEL WITH LEFT MOST HISTORICAL PHOTOGRAPH. APPLY 2 INCHES OF VELCRO STRIP AT BOTTOM CENTER OF EACH FRAME, WITH CORRESPONDING STRIP AT WALL, TO KEEP FRAMES LEVEL. FRAMED GRAPHICS AT BACK BAR NOT TO SCALE J SCREW LATERAL EDGE AT FACE i SCREW ® SCREW FRAME — L— -- — -- _ Seas [itch, �. UPPER SELF—SERVE CASE AS / /EQ 4 / / ./ LOWER SELF—SERVE CASE /E //j��/, NOTE: FOR CONDITION WITH SINK AT LEFT END, ENTIRE LAYOUT TO BE MIRRORED OPPOSITE INSTALL PRICE CARD STRIPS AT SELF—SERVE CASES AS ILLUSTRATED. (AT EACH SCREW LOCATION, PROVIDE THE FOLLOWING: #10 STAINLESS STEEL FINISHING WASHER, #10 FLAT WASHER, #8 FLAT HEAD x 3/4" SHEETMETAL SCREW.) CUT PRICE CARD STRIP EQUAL TO OPENING AT LOWER UNIT. INSURE BASE OF STRIP IS 1 1/2" BELOW BOTTOM LATERAL EDGE OF FACE FRAME. CENTER SCREW TO BE PLACED DEAD CENTER OF DIVIDER AT LOWER SELF—SERVE CASE. END SCREWS TO BE HELD 5" IN FROM EACH END AND AT THE SAME HEIGHT AS CENTER SCREW. / 5" CL Pweiirw Amy LATERAL EDGE AT FACE FRAME VI 1 SECTION AT PRICE STRIP NOT TO SCALE 5" • ® — SCREW LATERAL EDGE AT FACE i SCREW ® SCREW FRAME — BASE EDGE OF PRICE CARD STRIP 2 PRICE CARD STRIPS AT SELF—SERVICE NOT TO SCALE CENTER DIVIDER AT LOWER SELF SERVE INSTALL LATTICE AT INTERIOR SIDE OF EACH DOOR AT MAIN ENTRY. 1) CONFIRM GLASS AND LATTICE ARE CLEAN AND FREE OF DEBRIS, PRIOR TO INSTALLATION. 2) SECURE LATTICE WITH CLEAR MIRROR CLIPS PROVIDED BY SEE'S. PLACE TWO CLIPS ON EACH SIDE OF LATTICE, ONE QUARTER THE OVER—ALL HEIGHT FROM TOP AND BOTTOM AND ONE CLIP CENTERED AT BOTTOM WIDTH. 3) ATTACH MIRROR CLIPS WITH #8 X 3/8" ROUND HEAD SHEET METAL SCREWS. GENERAL CONTRACTOR TO SUPPLY FASTENERS. —E� LATTICE INSTALLATION — MAIN ENTRY (INTERIOR VIEW) NOT TO SCALE BULK CASE FRONT co • • EQ CL EQ BULK CASE END INSTALL CLOCK FRAME AT WALL END OF BULK CANDY CASE. 1) CLOCK TO BE INSTALLED CENTERED ON THE TOP GLASS OF BULK CASE, WITH THE BOTTOM OF CLOCK 18" ABOVE THE GLASS. 2) SET CLOCK TO PROPER TIME ZONE. r/ / RIGHT WALL END SHOWN — SEE PLANS CLOCK FRAME INSTALLATION NOT TO SCALE INSTALL ONE DECAL AT EACH DOOR OF MAIN ENTRY ON INTERIOR SIDE OF GLASS 1) CONFIRM GLASS IS CLEAN AND FREE OF DEBRIS, PRIOR IT APPLICATION. 2) DECAL TO BE 60" HIGH (AFF), TO THE CENTER OF MARY'S EYES. DECAL TO BE CENTERED HORIZONTALLY. 3) DECAL SHOULD NOT EXCEED 12" IN WIDTH AT PRINTED SURFACE, AND A 2" CLEAR SPACE IS TO BE MAINTAINED AT FOUR SIDES. DOOR DECAL — MAIN ENTRY (EXTERIOR VIEW) NOT TO SCALE INTERIOR BASE AT DISPLAY _ Seas [itch, �. AS / /EQ 4 / / ./ / /E % ICARIMEgCL CL •N_— FLAIR BOARD 6 w \ — N L INSTALL ONE DECAL AT EACH DOOR OF MAIN ENTRY ON INTERIOR SIDE OF GLASS 1) CONFIRM GLASS IS CLEAN AND FREE OF DEBRIS, PRIOR IT APPLICATION. 2) DECAL TO BE 60" HIGH (AFF), TO THE CENTER OF MARY'S EYES. DECAL TO BE CENTERED HORIZONTALLY. 3) DECAL SHOULD NOT EXCEED 12" IN WIDTH AT PRINTED SURFACE, AND A 2" CLEAR SPACE IS TO BE MAINTAINED AT FOUR SIDES. DOOR DECAL — MAIN ENTRY (EXTERIOR VIEW) NOT TO SCALE INTERIOR BASE AT DISPLAY 6 LETTERS AT DISPLAY WINDOW (EXTERIOR VIEW) NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2017 City of Tukwila BUILDING DIVISION 3/2_vb I hereby certify that this plan, specificatioh, 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: office@mba—architects.Com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 90 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 a) date O U) E L a) 0 0 0 0 0 O -o a� comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER A7 ARCHITECT'S COMMISSION NUMBER 17-775.161 INSTALL "SEES SELF—ADHESIVE CENTERED LEFT TO BOTTOM OF ILLUSTRATED EQ. 4r/ CANDIES" DIE CUT LETTERS TO RIGHT & TOP FLAIR BOARD EQ Adr Al AS / /EQ / / ./ / /E % ICARIMEgCL CL •N_— FLAIR BOARD 6 w \ — N L Cu w 6 LETTERS AT DISPLAY WINDOW (EXTERIOR VIEW) NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2017 City of Tukwila BUILDING DIVISION 3/2_vb I hereby certify that this plan, specificatioh, 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: office@mba—architects.Com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 90 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 a) date O U) E L a) 0 0 0 0 0 O -o a� comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER A7 ARCHITECT'S COMMISSION NUMBER 17-775.161 GE \E�AL SPECflCATO\S SECLfl CAT O\ S 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 daily 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 loco) 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 acceptance.Approval Receipt by See's of this certificate does not constitute 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 Candies 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. 2. 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 1N 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 90° 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 BINDING AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS. f. 9. 14. NOT USED 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. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 7017 City of Tukwila BUILDING DIVISION 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 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. 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. . 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. . 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. 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. 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. 9. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 10. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER. 11. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. DIVISION 3 - CONCRETE REPAIR & 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. . STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE. . TUBING. SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED. . 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. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606. 6. CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321. 7. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B221. REVEALS TO BE BLACK ANODIZED FINISH. 8. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. . 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. 11. 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. 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 OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGE'S, CLIP ANGLES, SLEEVES, bri O.234 1120//7 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: office@mba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 0 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date L 0 comments PRELIM REVIEW 08/16/17 0 BID/ PERMIT 8/28/17 0 0 0 0 0 drawn by: TRB checked by: TRB THIS SHEET CONTAINS: SPECIFICATIONS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER SP1 ARCHITECT'S COMMISSION NUMBER 17-725.151 DIVISION 6 - WOOD & PLASTICS 1. 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 WITH REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 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. 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. SDEC fl CAT O\ S 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 Dhl 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. • 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. 2. 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 16 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 Pro Premium Grout #22 MIDNIGHT BLACK TRADITIONAL GROUP "I" BY LATICRETE.CRACK SUPPRESION SHALL BE CONTROLLED WITH HYDRO -BAN AS MANUFACTURED BY LATICRETE. MORTER BASE SHALL BE 254 PLATINUM (WHITE) AS MANUFACTURED 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 FIVE (5) YEARS OF COMMERCIAL EXPERIENCE. INSTALLERS SHALL INSURE ALL FLOOR TILE IS COMPLETLEY BACK COUATED TO PREVENT COLOR BLEED FROM SUB SURFACES. 4. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF AMERICA AND ANSI STANDARDS. INSTALLATIONS SHELL CONFORM TO LARICRETE 25 YEAR WARRANTY INSTRUCTIONS. 5. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE ,FOR TILE INSTALLATION. 6. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING ESTIMATE) TO DETER- MINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION. 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 PER LATICRETE'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 GLASS PANEL 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. 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. 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. 9. 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. 2. ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL GOVERNING NATIONAL, STATE AND LOCAL CODES PERTAINING TO HANDICAP ACCESSIBILITY. 1. ACCESSORIES: SP -1 SP -2 SP -3 SP -4 SP -5 SP -6 TOILET PAPER HOLDER: SUPPLIED & INSTALLED BY G.C. 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: 1. DELIVER INSERTS AND ROUGH -IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR BUILDING IN. 2. 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: 1. LOCATIONS AND HEIGHTS, SHALL BE AS SHOWN ON DRAWINGS AND IN CONFORMANCE WITH 'HANDICAP' ORDINANCES. SIGNS 1. EXTERIOR - SUPPLIED AND INSTALLED BY SEE'S SIGN SUBCONTRACTOR. INTERIOR - ARTWORK AND FIXTURE SIGNAGE SUPPLIED BY SEE'S CANDIES AND INSTALLED BY G.C.. 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: office@mba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 GE\ SAL \OTES 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 "HILT!" 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. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2017 City of Tukwila BUILDING DIVISION 0234 date a) 0 L. 0 comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 O O O O O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: SPECIFICATIONS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER SP2 ARCHITECT'S COMMISSION NUMBER 17-725.161 S -E \DES S -CIFICATIO\S 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" 0.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" 0.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. 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 TILES WITH CHEESECLOTH INSTEAD OF SPONGE. L. DAMP CURE MORTAR AND GROUT PER MANUFACTURER'S RECOMMENDATIONS. M. SEAL TILE PER MANUFACTURER'S WRITTEN INSTRUCTIONS WITH SEALER RECOMMENDED FOR THE TILE INSTALLED. DOUBLE SEAL ALL JOINTS. J. 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. 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 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 1/8 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. C. FLOOR TILE GROUT IS TO BE SPECTRA LOCK #22 MIDNIGHT BLACK TRADITIONAL GROUP "I " BY LATICRETE 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 IT'S 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 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. 16. 4. MIX AND INSTALL EPDXY SYSTEMS AS REQUIRED BY MANUFACTURER SPECIFICATIONS. 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) 2A1OBC 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: 21. 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 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. 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 #PCS (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, REGISTER SHROUD 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. STOREFRONT SIGNAGE (COORDINATION) G. CERAMIC BASE TILE AND MARBLE FLOOR TILE (WHERE APPLICABLE) H. CERAMIC WALL TILE (WHERE APPLICABLE) I. ALL PAPER TOWEL AND SOAP DISPENSERS. J. SAFE. K. BACKROOM DESK AND ORGANIZER. L. ENTRY SYSTEM (EXCLUDING GLAZING) M. METAL WINDOW GLASS FRAMING (EXCLUDING GLAZING) 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. 1`1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2011 City of Tukwila BUILDING DIVISION REGISTERED NITS^.CIT //7 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 ony 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 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date comments PRELIM REVIEW 08/16/17 O BID/ PERMIT 8/28/17 0 0 0 0 O drawn by: TRB checked by: TRB THIS SHEET CONTAINS: SPECIFICATIONS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER SP3 ARCHITECT'S COMMISSION NUMBER 17-725.161 s,o A-8"0 150 A-8"0 150 8/12 A 1,1 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 AT DIFFUSER/DAMPER LOCATIONS FOR PURPOSE OF AIR BALANCING. 10. ALL SUPPLY AND RETURN AIR DUCTS IN PLENUM TO BE EXTERIOR INSULATED. 11. REMOVE ALL UNUSED HVAC EQUIPMENT, DUCTWORK, ACCESSORIES AND PIPING. DO NOT ABANDON. VERIFY CONDITIONS IN FIELD. KEYED NOTES O1 EXISTING GAS ROOFTOP UNIT TO BE REUSED. SEE SCHEDULE FOR AIR BALANCE AND REFURBISHING REQUIREMENTS. VERIFY EXACT LOCATION ON SITE. TYP FOR RTU -1 & RTU -2. O2 REPLACE THE EXISTING TOILET EXHAUST FAN WITH A NEW TOILET EXHAUST FAN (EF -1). ROUTE 6" RIGID DUCT W/ BACKDRAFT DAMPER AND ROUTE UP TO THE EXISTING RIGID TOILET EXHAUST DUCT ROUTED UP THRU ROOF. VERIFY SIZE AND ROUTING IN FIELD. 3OINSTALL DUCTWORK AS HIGH AS POSSIBLE AND ADJUST DUCTWORK AS REQUIRED TO AVOID STRUCTURAL ELEMENTS. COORDINATE ROUTING OF DUCTWORK IN FIELD WITH OTHER TRADES PRIOR TO FABRICATING ANY DUCTWORK. 10 11 12 13 14 15 16 VOLUME DAMPER AND SPIN -IN. TYPICAL FOR ALL. FLEX DUCT 5'-0" MAX LENGTH. TYPICAL FOR ALL. RELOCATE THE EXISTING THERMOSTAT (HONEYWELL COMMERCIAL VISION PRO #TB8220U1003) SERVING RTU -1 AS SHOWN ON PLAN AND MOUNT AT 4'-0" A.F.F.. ROUTE 6"0 RIGID DUCT DOWN TO 12"x12" SUPPLY DIFFUSER TO BE INSTALLED AT LOWER LEVEL GYP. BRD. CEILING AT 8'-0" A.F.F.. REFER TO ARCH. DRAWINGS. EXISTING SUPPLY AIR DUCTWORK SERVING RTU -1 TO BE REUSED. CAP, SEAL AND INSULATE ALL UNUSED RUN -OUTS AIRTIGHT. FIELD VERIFY EXISTING CONDITIONS. EXISTING RETURN AIR DUCT SMOKE FOR EXISTING ROOF TOP UNIT RTU -1. FIELD VERIFY EXISTING CONDITIONS. RELOCATE THE EXISTING THERMOSTAT FOR RTU -2 AS SHOWN ON PLAN AND MOUNT AT 4'-0" A.F.F.. COORDINATE WITH SEE'S PROJECT MANAGER FOR POSSIBLE REPLACEMENT OF EXISTING T -STAT WITH A NEW SEE'S CANDIES PROVIDED T -STAT (HONEYWELL COMMERCIAL VISION PRO #TB8220U1003). EXISTING 8"0 TOILET EXHAUST DUCT UP THRU ROOF .TERMINATED WITH EXISTING ROOF CAP TO REMAIN. VERIFY EXISTING CONDITIONS. REPLACE EXISTING SUPPLY AIR DIFFUSER WITH A NEW SUPPLY AIR DIFFUSER AS SCHEDULED AND LOCATE AS SHOWN ON PLAN. BALANCE EACH DIFFUSER TO AIR VOLUME SHOWN ON PLANS. EXISTING 5 TON GAS ROOF TOP UNIT (YORK MODEL D7CG060) TO REMAIN IN PLACE FOR POSSIBLE FUTURE USE. CAP, SEAL AND INSULATE SUPPLY AND RETURN DUCT DROPS BELOW ROOF JOISTS FROM EXISTING ROOF CURB. VERIFY EXACT LOCATION ON SITE. IF NOT EXISTING, FURNISH AND INSTALL A NEW RETURN AIR DUCT SMOKE DETECTOR FOR EXISTING ROOF TOP UNIT (RTU -2) PER LOCAL CODE REQUIREMENTS. VERIFY EXISTING CONDITIONS IN FIELD. CAP, SEAL AND INSULATE SUPPLY AIR TAKE -OFF NOT BEING REUSED. VERIFY EXISTING CONDITIONS. ROUTE 10"0 RETURN AIR TRANSFER DUCT DOWN TO (2) 24"x12" GRILLES AS SHOWN ON PLAN. TRANSITION AS REQUIRED. EXTERIOR INSULATED ROUND RIGID DUCT (EQUIVALENTLY SIZED) CAN BE SUBSTITUTED FOR RECTANGULAR DUCT SHOWN ON PLANS. (TYP). SEE DUCT SPECIFICATION. ALL DUCTWORK IS TO BE CONSTRUCTED AND SEALED PER IMC 2015. ALL UNEXPOSED SUPPLY/RETURN FROM THE AIR CONDITIONING UNIT SHALL BE WRAPPED WITH A MINIMUM R-6 INSULATION WHERE LOCATED IN UNCONDITIONED SPACES PER WASHINGTON STATE ENERGY CODE). OC -6"0 50 J rt A-10" V 280 EF -1 100 B.D.D. N . RTU 2 —71 1 / 1 \/ 1 x/01 v/\� L- T 7 MECHANICAL CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL MECHANICAL EQUIPMENT. DUCTWORK. PIPING ETC. PER LOCAL CODE REQUIREMENTS. J m 4-10"0 0"0 j v 315, (EX.)18 9 IV X71 1 IL RTU (EX.)10" -1 j 315 =x.)1 qt.12 rL (EX.)1O"b 0"0 12 4-10' 315 �EX.�10�12� (EX. 10'10 (EX. 10"0 B 1,260 12 A 315"0 Is 0" 315 i /16 / (D my— A- 0"0 3 5 10_'(1 10"% A-10"0 400 -10" 400 0i MECHANICAL SYMBOLS x A -10"D 450 OT 0 EX SD SUPPLY DIFFUSER RETURN GRILLE VOLUME DAMPER DIFFUSER TYPE/NECK SIZE CFM REQUIRED THERMOSTAT POINT OF CONNECTION EXISTING TO REMAIN SMOKE DETECTOR SEPARATE PERMIT AND APPROVAL REQUIRED DUNHAM EI Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 wce dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 AC900001 Mated MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E—mail: officeOmba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S I.A. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date u ° a 0 c 1 comments PRELIM REVIEW 08/16/17 0 PERMIT 8/28/17 0 O 0 0 0 drawn by: DS checked by: GS THIS SHEET CONTAINS; HVAC PLAN RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER M 1 ARCHITECT'S COMMISSION NUMBER 17-725.161 RIGID ROUND BRANCH DUCT W/ EXTERNAL INSULATION WORM DRIVE CLAMPS OR DRAWBANDS AND ADHESIVE DIFFUSER 111 ONICAL TAKEOFF SUPPLY DUCT W/ EXTERNAL INSULATION BALANCING DAMPER W/ LOCKING QUADRANT INSULATED FLEXIBLE FLEXIBLE DUCT, 5 FT. MAX. LENGTH, MAX. ALLOWABLE OFFSET FROM CENTERLINE TO BE HALF OF NECK DIAMETER DIFFUSER/DUCT DETAIL NO SCALE SPACE LOAD CALCULATIONS DESIGN TEMPS SUMMER 0.A.D.B. 0.A.W.B I.A.D.B. 72 DEG F 85 DEG F 65 DEG F GAINS SOLAR LOAD ROOF LOAD GLASS LOAD WALL LOAD 14,025 26,180 3,570 8,424 LIGHTS PEOPLE (SENS) PEOPLE (LAT) 23,865 10,000 8,000 MISCELLANEOUS BTU H BTU H BTU H BTU H BTU H BTU H BTU H 2,387 BTUH VENT. 610 CFM VENTILATION (SENS) 7,906 BTUH VENTILATION (LAT) 3,986 BTUH SENS. LOAD TOTAL LOAD WINTER O A D B 23 DEG F I.A.D.B. 70 DEG F 96,356 BTUH TOTAL 108,342 BTUH LOSS 15,775 BTUH 11,985 BTUH 8,424 BTUH 30,964 BTUH 68,622 BTUH EXHAUST FAN TAG MANUFACTURER MODEL NO. TYPE CFM S.P. WATTS VOLTAGE ACCESSORIES EF -1 GREEN HECK SP—B110 CEILING 100 .25 80 SEE ELEC BACKDRAFT DAMPER NOTE: TOILET EXHAUST FAN SHALL BE INTERLOCKED WITH TOILET ROOM LIGHT SWITCH. OUTSIDE AIR CALCULATION OUTSIDE AIR CALCULATION BASED ON THE 2015 IMC. AREA #1 — SALES AREA 1 104 SQ. FT. X 22 P / 1,000 SQ. FT. 7.5 CFM / PERSON X 21 PEOPLE = 0.12 CFM/SQFT. X 1104 SQ. FT. = AREA #3 — STORAGE AREA 0.12 CFM/SQFT. X 1498 SQ. FT. = VENTILATION: VENTILATION: 165 133 298 180 180 CFM TOTAL:478 CFM VENTILATION EFFECTIVENESS FACTOR BASED ON 2015 IMC SECTION 403.3.1.2 478 (TOTAL VENTILATION) — 0.8 (VENT. EFFECT. FACTOR) MINIMUM VENTILATION REQUIRED: VENTILATION PROVIDED (RTU -1 & RTU -2): 598 CFM 598 CFM 600 CFM DIFFUSER, GRILLE & REGISTER SCHEDULE MARK EQUIP. TAG SERVICE TYPE MODULAR/FACE SIZE NECK SIZE MANUF. MODEL N0. DESCRIPTION MOUNTING TYPE PATTERN NOTES UNIT WEIGHT (LBS) A SUPPLY SQUARE 24"x24" SEE PLAN TITUS PCS PERFORATED FACE LAY—IN 4—WAY 1, 2 375 B RETURN SQUARE 24" x24" SEE PLAN TITUS PAR PERFORATED FACE LAY—IN — 1 5.0 C SUPPLY SQUARE 12"x12" SEE PLAN TITUS PCS PERFORATED FACE SURFACE 4—WAY 1, 2, 3 D RETURN/TRANSFER SQUARE 24"x12" SEE PLAN TITUS PAR PERFORATED FACE LAY—IN — 1 E SUPPLY SQUARE 12"x12" SEE PLAN TITUS PCS PERFORATED FACE LAY—IN 4—WAY 1, 2 NOTES: 1. ALL GRILLES, REGISTERS 2. PROVIDE 4—WAY ADJUSTABLE BUTTERFLY DAMPER (ROUND DEFLECTOR LOCATED IN DIFFUSER. 3. PROVIDE WITH PLASTER & DIFFUSERS SHALL HAVE "WHITE" FINISH. DISCHARGE PATTERN PERFORATED SUPPLY DIFFUSER (ROUND NECK) WITH MODEL EGT EQUALIZING GRID, AG -85 NECK). (NOTE: PER SEE'S CANDIES CRITERIA, THE PERORATED SUPPLY AIR DIFFUSER SHALL HAVE THE PATTERN THE NECK OF THE DIFFUSER AND NOT HAVE THE PATTERN DEFLECTOR PLATE RIVETED TO PERFORATED FACE OF THE MOUNTING FRAME AS REQUIRED FOR GYP. BRD CEILING. k 1 0., 0 EXISTING ROOFTOP UNIT SCHEDULE (GAS HEAT/ELEC. COOL) MARK MFG/ MODEL DISCHARGE TONS ESP CFM OUTSIDE AIR CFM GROSS COOLING CAPACITY (MBH) EER ® ARI HEATING CAPACITY AFUE % ELECTRICAL UNIT WEIGHT (LBS) TOTAL SENSIBLE INPUT OUTPUT VOLT/PH/HZ RTU -1 YORK DF078 VERTICAL 6.0 0.5 2520 375 (EX.) (Ex.) (EX.) 80 MBH (EX.) 64 MBH (EX.) 80 (EX.) (EX.) (EX.) RTU -2 YORK D7CG060 VERTICAL 5.0 0.5 2100 225 (EX.) (Ex.) (EX.) 100 MBH (EX.) 80 MBH (EX.) 80 (EX.) (EX.) (EX.) NOTE: MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR OF THE EXISTING ROOF TOP UNIT AND ITS ACCESSORIES AS FOLLOWS, BUT ARE NOT LIMITED TO: ALL COILS, REPLACE THE FILTERS AND BELTS, INSPECT, REPAIR OR REPLACE DRIVES, FAN BEARINGS, MOTORS, CONTROL COMPONENTS, VALVES AND ANY OTHER NECESSARY FOR A COMPLETE AND PROPER OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE PRIOR TO BIDDING AND VERIFY ALL EXISTING SITE 1. THE CLEAN ITEM CONDITIONS. SEPARATE PERMIT AND APPROVAL REQUIRED DUNHAM MI Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 wee dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 AC90000 filiated MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E-mail: officeemba-architects.com CUENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date 0 0 0 a C C 8 �a comments PREUM REVIEW 08/16/17 0 8/28/17 0 0 0 00 drown by: DS checked by: GS THIS SHEET CONTAINS; EXISTING MECHANICAL FLOOR PLAN.ECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER M2 ARCHITECTS COMMISSION NUMBER 17-725.161 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, MINIMUM 26 GAUGE WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5'-0" ON CENTER. DUCTWORK MATERIALS SHALL BE PER SMACNA STANDARDS AND CURRENT MECHANICAL CODE. DUCTWORK INSULATION: SUPPLY FROM THE AIR CONDITIONING UNIT SHALL BE WRAPPED WITH A MIN. R—VALUE OF 8 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 (MBC 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. HVAC EQUIPMENT: (2) EXISTING GAS ROOF TOP UNITS ARE TO BE REUSED WITH MODIFICATIONS TO THE DUCTWORK LAYOUT AND DISTRIBUTION TO DIFFUSERS/GRILLES AS SHOWN ON SHEET M1. PROVIDE ONE NEW CEILING MOUNTED EXHAUST FAN WITH ALL ASSOCIATED EXHAUST DUCTWORK. SEE SHEET M1 FOR AIR BALANCING REQUIREMENTS AND ADDITIONAL REQUIREMENTS. SPACE TEMPERATURE CONTROL FOR EACH ROOF TOP UNIT. A. INSTALL THERMOSTATS ROOF TOP UNITS AS NOTED ON SHEET M1. SEQUENCE OF OPERATIONS (EXISTING ROOF TOP UNITS) A. EXISTING SEQUENCE OF CONTROLS (VERIFY IN FIELD). 1. OCCUPIED HOURS. A. UNIT OUTDOOR AIR DAMPER SHALL OPEN TO ITS MINIMUM POSITION AND UNIT SUPPLY FAN SHALL OPERATE CONTINUOUSLY. B. UNIT OUTDOOR AIR DAMPER SHALL MODULATE FROM ITS MINIMUM SCHEDULED POSITION TO ITS MAXIMUM SCHEDULED POSITION IN RESPONSE TO SPACE MOUNTED CO2 SENSOR (BY OTHERS) SET AT 1,000 PPM. C. UNIT COMPRESSOR(S) OR HEAT EXHANGER SHALL CYCLE STAGE TO MAINTAIN SPACE SETPOINT. D. UNIT ECONOMIZER CYCLE SHALL BE INITIATED UPON A SIGNAL FROM OUT DOOR AND RETURN AIR TEMPERATURE AND ENTHALPY SENSORS. OUTDOOR AIR DAMPER, RETURN AIR DAMPER, AND UNIT COMPRESSOR(S) SHALL CYCLE TO MAINTAIN SPACE SETPOINT. ECONOMIZER CYCLE SHALL OVER RIDE CO2 MONITORING SYSTEM. 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 OR HEAT EXCHANGER SHALL STAGE WITH UNIT SUPPLY FAN TO MAINTAIN SPACE SETPOINT. 3. SMOKE ALARM (WHEN REQUIRED) A. UNIT OUTDOOR AIR DAMPER SHALL CLOSE AND UNIT SUPPLY FAN SHALL STOP ON A SIGNAL FROM DUCT SMOKE DETECTOR. DUCT SMOKE DETECTOR SHALL SEND A SIGNAL TO REMOTE ALARM DEVICE. 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: PIPING MATERIALS 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. NOTE: ABS WASTE & VENT PIPING MAY BE UTILIZED IF APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. ABS PIPING SHALL NOT BE INSTALLED IN A RETURN AIR PLENUM ABOVE THE CEILING.. INSULATE—ALL LINES (ABOVE CEILING/IN WALLS INCLUDED): A. DOMESTIC HOT WATER PIPING LESS THAN 1-1/2" IN DIAMETER SHALL BE INSULATED WITH 1" THICK INSULATION WITH CONDUCTIVITY "K" FACTOR OF 0.21-0.28 AT 100F MEAN RATING TEMPERATURE PER IECC TABLE 0403.2.10. DOMESTIC COLD WATER PIPING LESS THAN 1-1/2" IN DIAMETER SHALL BE INSULATED WITH 1/2" THICK INSULATION WITH CONDUCTIVITY "K" FACTOR OF 0.21-0.27 AT 75F MEAN RATING TEMPERATURE PER IECC TABLE C403.2.10. 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. FIRE PROTECTION EXECUTION—INSTALLATION: GENERAL CONTRACTOR TO VERIFY MALL SPRINKLER CONTRACTOR REQUIREMENTS AND USE SPECIFIED CONTRACTOR IF REQUIRED. B. A. 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 PIPING MATERIAL: BLACK STEEL, SCHEDULE 40 OR LIGHTWEIGHT SPRINKLER PIPE, SCHEDULE 10 ASTM A 135 (IF ALLOWED BY LANDLORD AND LOCAL AUTHORITIES). 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: ALL SPRINKLER PIPING SHALL BE CONCEALED UNLESS OTHERWISE INDICATED. ALL PIPING SHALL BE LOCATED TO AVOID INTERFERENCE WITH ALL OTHER ELEMENTS ABOVE CEILINGS, ETC. 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. 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 CENTERED IN LAY—IN CEILING TILE WITH WHITE CONCEALED HEADS, 165 DEGREE RATED. B. ALL SPRINKLER HEADS SHALL BE 1/2" ORIFICE, RATED AT 165 DEGREES WITH A K—FACTOR OF 5.65. C. ALL SPRINKLER HEADS SHALL BE INSTALLED IN ACCORDANCE TO NFPA 13 AND ALL LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. PRIOR TO BID, THE CONTRACTOR SHALL REVIEW THE MECHANICAL, ELECTRICAL AND KITCHEN EQUIPMENT DRAWINGS. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL RELEVANT WORK IN THE ENTIRE SET OF DOCUMENTS AND REPORT ALL DISCREPANCIES BETWEEN THESE DRAWINGS TO THE ENGINEER PRIOR TO BIDDING FOR CLARIFICATION. IF DISCREPANCIES REMAIN UNRESOLVED DUE TO A SHORT TIME FRAME, THE CONTRACTOR SHALL INCLUDE THE MOST WORK AND THE HIGHER COSTS IN THE BID. SOLUTIONS TO UNREPORTED DISCREPANCIES WILL BE DETERMINED BY THE ARCHITECT/ENGINEER, WITH NO ADDITIONAL COMPENSATION DUE TO THE CONTRACTOR. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. b 1%3 oha:3 SEPARATE PERMIT AND APPROVAL REQUIRED DUNHAM MI Dunham Associates, Inc. 60 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 wee dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 098Obl469§ 9AC9000 IdennT I CES nollilioled 01:16-O5 j. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E—mail: office@mba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date c rm 0 0 4 0 0 L 0 > comments PRELIM REVIEW 08/16/17 0 PERMIT 8/28/17 0 0 00 0 drown by: DS checked by: GS THIS SHEET CONTAINS; MECHANICAL AND PLUMBING SPECIFICATIONS RECEIVED CITY OF TUKWILA AUG 302017 PERMIT CENTER MPI ARCHITECT'S COMMISSION NUMBER 17-725.161 PROVIDE INSULATION ON HOT & COLD WATER LINES. DOMESTIC HOT WATER PIPING LESS THAN 1-1/2" IN DIAMETER SHALL BE INSULATED WITH 1" THICK INSULATION WITH CONDUCTIVITY "K" FACTOR OF 0.21-0.28 AT 100F MEAN RATING TEMPERATURE PER IECC TABLE C403.2.10. DOMESTIC COLD WATER PIPING LESS THAN 1-1/2" IN DIAMETER SHALL BE INSULATED WITH 1/2" THICK INSULATION WITH CONDUCTIVITY "K" FACTOR OF 0.21-0.27 AT 75F MEAN RATING TEMPERATURE PER IECC TABLE C403.2.10. V' �.o Jo - @I INDIRECT WASTE LINE FOR SKULLERY SINK SHALL BE COPPER WASTE 8c VENT PIPING RISER DIAGRAM NOT TO SCALE 1/2' 1/2' TMV— (EX.) LAVATORY CHECK VALVE (TYP) (EX) 114' 3/4' 1" TEMPERED MIXING VALVE (TMV-1). TYPICAL FOR ALL HAND SINKS. SET TO 110 DEG F „ 4 WATER PIPING RISER DIAGRAM NOT TO SCALE KEY NOTES • CONNECT NEW SANITARY WASTE LINE TO EXISTING SANITARY WASTE LINE. VERIFY SIZE, ROUTING AND INVERT IN FIELD. O EXTEND AND CONNECT NEW 2" VENT AND TIE INTO EXISTING V.T.R.. VERIFY TIE—IN LOCATION IN FIELD. OEXTEND AND CONNECT NEW 1"CW LINE TO EXISTING 1-1/4" COLD WATER LINE STUB—IN WITH EXISTING WATER METER. FIELD VERIFY SIZE AND ROUTING IN FIELD. O ELECTRIC WATER HEATER TO BE INSTALLED ABOVE MOP SINK ON THE PLATFORM. SEE ARCHITECTURAL DRAWINGS FOR PLATFORM INFORMATION. REFER TO DETAIL 5/P1. • EXISTING WATER METER WITH REMOTE READER TO BE REUSED. COORDINATE LOCATION OF EXISTING REMOTE READER AND RELOCATE AS REQUIRED IN LANDLORD APPROVED LOCATION. FIELD VERIFY EXISTING CONDITIONS. • ROUTE 1" CW DN IN WING WALL AND INSTALL MAIN SHUT—OFF VALVE AT 60" A.F.F.. AFTER SHUT—OFF VALVE, ROUTE COLD WATER UP INTO CEILING PLENUM SPACE. REFER TO ARCHITECTURAL DETAIL 1/A5 AND WATER PIPING RISER DIAGRAM. COORDINATE ROUTING IN FIELD. LABEL WATER SHUT—OFF ON ACCESS PANEL. O EXISTING TOILET ROOM TO REMAIN. VERIFY EXISTING CONDITION OF PLUMBING FIXTURES TO BE REUSED. (WATER CLOSET, FLOOR DRAIN W/ TRAP PRIMER, LAVATORY). REPAIR/REPLACE FIXTURES IN POOR CONDITION (REFER TO PLUMBING FIXTURE SCHEDULE FOR SPECIFICATIONS IF EXISTING LAVATORY AND OR WATER CLOSET NEEDS TO BE REPLACED). EXISTING RESTROOM FIXTURES/ACCESSORIES TO BE REMOVED AND REINSTALLED AS REQUIRED FOR INSTALLATION OF NEW FINISHES/FIXTURES. PROVIDE THERMOSTATIC MIXING VALVE (TMV-1) FOR LAVATORY PER LOCAL CODE REQUIREMENTS IF NOT EXISTING. (BID ACCORDINGLY). S EX -4"—W t' L TMV-1 EX — 4" W SYMBOLS/ ABBREVIATIONS 1111111111111.1111111. 1101111111 11111111111111111111111. D4 KEY NOTE UNDERGROUND SANITARY SEWER VENT HOT WATER COLD WATER BALL VALVE GATE VALVE PLUMBING EQUIPMENT TAG (SEE SCHEDULE ON SHEET P2) NOTE: NO FLOOR CLEANOUTS ARE TO BE INSTALLED IN STOCK/STORAGE ROOM PER SEE'S CANDIES CRITERIA. INSTALL WALL CLEANOUTS ONLY AND ADJUST / MODIFY SANITARY PIPING AS REQUIRED. VERIFY EXISTING CONDITIONS IN FIELD. 1 1 U) NOTE: SEE'S CANDIES DOES NOT PROCESS/MAKE CANDY AT THIS STORE. CANDY IS MADE OFF SITE. PLUMBING PLAN SCALE: 1 /4" = 1'-0" 013)4 SEPARATE PERMIT AND APPROVAL REQUIRED DUNHAM �I Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E-mail: officeOmba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date c 0 u 0 c 0 0 ET' 0 c comments PREUM REVIEW 08/18/17 0 PERMR 8/28/17 0 0 0 0 0 chose by: DS checked by: GS THIS SHEET CONTAINS; PLUMBING FLOOR PLAN AND RISERR(I1? IS CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER P1 ARCHITECT'S COMMISSION NUMBER 17-725.161 LAV -1 TEMPERED WATE TMV-1 HOT WATER //////////////// PROVIDE AT LAVATORY. NOTE: SET TEMPERED WATER TEMPERATURE TO 110 DEG F MAX. THERMAL MIXING VALVE DETAIL SHUTOFF VALVE (TYPICAL) BALANCING VALVE CHECK VALVE (TYPICAL) IN-LINE RECIRCULATING PUMP (RCP -1) VACUUM RELIEF BY P.C. GATE/BALL VALVE BY P.C. (TYP.) �-- CW 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. REMOVE ALL UNUSED PLUMBING FIXTURES, ACCESSORIES AND PIPING. DO NOT ABANDON. 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. INSTALL ALL ABOVE 6" COVE BASE. 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. 3/4" 3/4" HW HEAT TRAP (TYP) INSULATE ALL PIPING IN ACCORDANCE WITH _/\r- SPECIFICATIONS. THERMOMETER (TYPICAL) RECIRCULATING LINE THERMAL EXPANSION TANK: AMTROL, MODEL AST -5, OR EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS & LOCAL CODE REQUIREMENTS. 1" COPPER T&P RELIEF RUN FULL SIZE TO SERVICE SINK PER LOCAL CODE REQUIREMENTS DRAIN VALVE 6" REFER TO ARCHITECTURAL DRAWINGS FOR WATER HEATER PLATFORM FRAMING DETAIL 0' UNION 1" T & P RELIEF VALVE BY P.C. WATER HEATER 2" WIDE, 20 GA. SHEET METAL BAND, SECURE TO WALL FOR SEISMIC BRACING WHERE REQUIRED BY CODE. GALV. DRIP PAN 1" COPPER DRAINS RUN IN WALL & PUNCHED OUT 1" ABOVE MOP SINK W/ AIR GAP WATER HEATER (WH -1 )ABOVE MOP SINK DETAIL NO SCALE FIXTURE AND WATER CALCULATION TAG HOT AND COLD WATER WASTE CAPACITY (GAL) No OF FIXTURES F.U. PER FIXTURE TOTAL FIXTURE UNITS COMBINED a N No OF FIXTURES F.U. PER FIXTURE TOTAL FIXTURE UNITS 30 9 1 MARK DESCRIPTION CW HW- P1 WATER CLOSET 1 2.5 2.5 X2.5 1/2" 4" 1 4 4 P2 LAVATORY 1 2 1.5 1.5 2 11/2" 1 1 1 1 /2" 1 /2" FAUCET: AMERICAN STANDARD 7402.000 & #972. COLOR TO BE BRIGHT WHITE. PROVIDE WITH 0.5 GPM PRESSURE COMPENSATING AERATOR. P5 SCULLERY SINK REGENCY MODEL 600S31515215 (G.C. FURNISHED) FLOOR MOUNT 2" 1 1/2" 3/4" 3/4" TENANT'S CONTRACTOR TO SUPPLY AND INSTALL SCULLERY SINK, FAUCET (T&S B266) AND TRIM. PROVIDE WITH 1.5 GPM PRESSURE COMPENSATING AERATOR. P4, P6 HAND SINK 2 2 3 3 4 11/2" 2 2 4 P3 MOP SINK 1 4 3 3 4 3" 1 3 3 FS FLOOR SINK z><><><- WALL CLEAN OUT ZURN MODEL #ZB-1443 - - - 3" 1 5 5 p5 3 -COMP SINK 1 4 3 3 4 - - - - - TOTAL F.U. - (13.0 TP -1 10.5 16.5 >< E - >GJ 22 INTEGRAL BFP AND VACUUM BREAKER MOUNT ABOVE CEILING TOTAL F.U. G.P.M STREET STATIC LOSSES 16.5 RANGE 50 P.S.I. 3 L.- 13 PRESSURE 10 FT.x.43 (6 LBS/100FT) TOTAL LOSSES 5.00 PSI 4.30 PSI 3.00 PSI H.W. RECIRCULATION SYSTEM - BELL & GOSSET MODEL NBF-25, SPEED 2, 125 WATTS, 1.10 FLA., 115V.,1 PH., RATED ® 2 GPM, ® 12 FT OF HEAD ; BRONZE IN-LINE. PROVIDE WITH AQUASTAT CONTROL WATER METER STATIC HEIGHT PIPE LOSS 12.30 PSI ELECTRIC WATER HEATER SCHEDULE TAG MANUFACTURER MODEL NO. CAPACITY (GAL) KW STAGES RECOVER RATE GALLONS PER HOUR VOLTS NOTES WH -1 A.O. SMITH DEN -30 30 9 1 51 GPH ® 72 'F RISE SEE ELECT. (2) 4500 W HEATING ELEMENTS HEATING SIMULTANEOUSLY. NO SUBSTITUTE. REFER TO DETAIL 5/P1. PLUMBING FIXTURE SCHEDULE MARK TYPE MANUFACTURE AND MODEL NUMBER SUPPORT W V CW HW REMARKS P1 (ALTERNATE/REPLACEMENT) WATER CLOSET PRESSURE ASSIST AMERICAN STANDARD CADET FLOWWISE RIGHT HEIGHT ELONGATED BOWL, PRESSURE ASSISTED FLUSH, 1.1 GPF MODEL 2467.100 FLOOR MOUNT 3" 2" 1/2" - NOTE: REPLACE EXISTING TOILET ROOM WATER CLOSET IF EXISTING WATER CLOSET IS IN POOR CONDITION. VERIFY EXISTING CONDITIONS. 1.1 GALLONS PER FLUSH P2 (ALTERNATE/REPLACEMENT) LAVATORY LUCERNE (WHITE) 0355.012 AMERICAN STANDARD WALL HUNG 1 1/2" 1 1/2" 1/2" 1/2" NOTE: REPLACE EXISTING TOILET ROOM LAVATORY IF EXISTING LAVATORY IS IN POOR CONDITION. VERIFY EXISTING CONDITIONS. FAUCET: AMERICAN STANDARD SELECTRONIC, MODEL # 6055.204. 0.35 GPM PRESSURE COMPENSATING, VANDAL -RESISTANT, NON-AERATED SPRAY, CR -P2 LITHIUM BATTERY INCLUDED. 7.5 SEC. RUNNING TIME, 0.044 GAL. PER CYCLE. 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 , 8cP3 HOSENERATTACH MENT74 ONLOK FAUCETLSHALL BE EQUIPPED WITH AN ANTI -SIPHON VACUUM BREAKER. P4 MINI -HAND SINK KOHLER MODEL K6579 WHITE COUNTER TOP 3 -HOLE CAST IRON 1 1 /2" 1 1 /2" 1 /2" 1 /2" FAUCET: AMERICAN STANDARD 7402.000 & #972. COLOR TO BE BRIGHT WHITE. PROVIDE WITH 0.5 GPM PRESSURE COMPENSATING AERATOR. P5 SCULLERY SINK REGENCY MODEL 600S31515215 (G.C. FURNISHED) FLOOR MOUNT 2" 1 1/2" 3/4" 3/4" TENANT'S CONTRACTOR TO SUPPLY AND INSTALL SCULLERY SINK, FAUCET (T&S B266) AND TRIM. PROVIDE WITH 1.5 GPM PRESSURE COMPENSATING AERATOR. P6 HAND SINK W/ SIDE SPLASH GUARDS ADVANCE WALL HUNG ADVANCE MODEL NO. 7 -PS -66 STAINLESS STEEL 1 1/2" 1 1 /2" 1 /2" 1/2" (PROVIDE SPLASH GUARDS PER HEALTH) PROVIDE WITH 0.5 GPM PRESSURE COMPENSATING AERATOR. 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). FD FLOOR DRAIN W/ TRAP PRIMER ZURN Z415 "B" - b tesill 0 )3 3" 1 1/2" q - - REPLACE EXISTING TOILET ROOM FLOOR DRAIN WITH TRAP PRIMER WITH A NEW FLOOR DRAIN WITH TRAP PRIMER CONNECTION IF EXISTING FLOOR DRAIN IS IN POOR CONDITION. VERIFY EXISTING CONDITIONS. CAST IRON BODY, 6" DIAMETER NICKEL BRONZE "TYPE B " STRAINER, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COVER. PROVIDE WITH TRAP PRIMER TAP AND TRAP PRIMER. WCO WALL CLEAN OUT ZURN MODEL #ZB-1443 - - - - - W/ SQUARE POLISHED BRONZE ACCESS COVER AND FRAME. FCO CLEANOUT ZURN MODEL ZN-1400 - (ADJUSTABLE) SEE PLAN FOR SIZE• - - - NICKEL BRONZE TOP TMV-1 THERMOSTATIC MIXING VALVE ZURN MODEL LFMMV - (OR APPROVED EQUAL) - - 1/2" - 1/2" INLET/OUTLET, SET SUPPLY TEMP. AT 110' F. (PROVIDE WITH ALL HAND SINKS/LAVATORIES). TP -1 TRAP PRIMER P1-500 W/ADAPTER _ SEPA T E - 1 /2 - INTEGRAL BFP AND VACUUM BREAKER MOUNT ABOVE CEILING RCP -1 HOT WATER RECIRC.. PUMP BELL & GOSSET MODEL NBF-25 - PE M1TI APP OV REQUIRE 3 L.- h ?' 1/2" H.W. RECIRCULATION SYSTEM - BELL & GOSSET MODEL NBF-25, SPEED 2, 125 WATTS, 1.10 FLA., 115V.,1 PH., RATED ® 2 GPM, ® 12 FT OF HEAD ; BRONZE IN-LINE. PROVIDE WITH AQUASTAT CONTROL NOTE: ALL PLUMBING FIXTURES AND ACCESSORIES ARE TO BE SUPPLIED & INSTALLED BY CONTRACTOR. DUNHAM mai Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 OID MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E-mail: officeOmba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date c 0 0 0€� � c 5 I8 -11:1 $ comments PREUM REVIEW 08/18/17 0 PERMIT 8/28/17 0 0 0 0 0 drawn by: DS checked by: GS THIS SHEET CONTAINS; PLUMBING SCHEDULES AND DEATILSRECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER P2 ARCHITECT'S COMMISSION NUMBER A 7 -7 1-1 P- A n NOTE SEE ARCHITECTURAL PAGES FOR SPECIFIC FIXTURE LAYOUT LOCATION AND DIMENSIONS. 11111111111111111111 11111 1111111111111111 111111 111111111 1 1/2" X 1 1/2" CHROME - EGGCRATE DIFFUSER. G.C. TO FIELD CUT FIT 1 1 1 1 1" X 3" HARDWOOD TRIM WITH P. LAM. FINISH. IIIIII1 2'-3" (LIGHT SOFFIT) COMPACT FLUORESCENT BEYOND. 1 IIIIIIIIIIIII 1 1 1 SUSP. T -BAR CEILING SEE ARCHITECTURAL PLANS FOR MILLWORK DRAWINGS 3 LIGHT VALANCE SECTION NO SCALE 4' FLUORESCENT LIGHT FIXTURE CENTERED OVER SHADOW BOX BELOW. VALANCE SUPPLIED BY SEE'S INSTALLED BY G.C. LED LIGHT PROVIDE 1" FLEXIBLE CONDUIT AT 75 1/2" TO ABOVE CEILING, VERIFY LOCATION WITH SEE'S PROJECT MANAGER UNFINISHED EXTERIOR BACK 3/4 ILLUMINATED GRAPHIC BOX SUPPLIED BY SEE'S. G.C. TO INSTALL SEE ARCHITECTURAL PLANS FOR MILLWORK DRAWINGS SELF-SERVICE CASE SECTION NO SCALE NOTES FOR THIS DRAWING PROVIDE OCCUPANCY/VACANCY SENSOR. SEE MATRIX BELOW. O2 EXIT AND NIGHT LIGHTS MUST BE CONNECTED TO BYPASS SWITCH CONTROL. O3 PROVIDE JUNCTION BOX AND DISCONNECT SWITCH IN A CONCEALED LOCATION AT THE STOREFRONT FOR CONNECTION TO STOREFRONT SIGN. SEE ARCHITECTURAL PLANS FOR SIGN LOCATION. MATCH EXISTING CONTROL FOR SIGN. O4 LOCATE TIMECLOCK AND CONTACTORS AS REQUIRED NEAR PANEL 'L'. SEE CONTROL MATRIX ON THIS SHEET. • VERIFY THERE EXISTS EMERGENCY LIGHT AT EXTERIOR. PROVIDE NEW FIXTURE TYPE 'H' AS REQUIRED ONLY IF ANOTHER EMERGENCY LIGHT DOESN'T EXIST. CONNECT TO GENERAL BUILDING LIGHTING CIRCUIT. • PROVIDE CONDUIT STUB AT 31" AND 75-1/2" FOR SELF SERVICE CASE LED LIGHTING. SEE DETAIL 4 ON SHEET El AND DETAIL ON SHEET A6 FOR ADDITIONAL INFORMATION. • PROVIDE SWITCHES AS SHOWN. LOCATE OVERRIDE SWITCH NEAR THESE DIMMERS/SWITCHES. SEE CONTROL MATRIX ON THIS SHEET. • THIS FIXTURE TO BE AN EMERGENCY LIGHT ONLY, NOT A NIGHT LIGHT. COUNTER TOP // • 24" FLUORESCENT STRIP LIGHT CENTER FIXTURES WITHIN EACH BAY LOWER CASE LIGHT FIXTURE DETAILS NO SCALE GENERAL NOTES A. ALL LIGHT FIXTURES PROVIDED BY SEE'S CANDIES INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE. B. ALL HOMERUNS SHALL BE 1/2" CONDUIT WITH 2#12 AWG UNLESS OTHERWISE INDICATED. LIGHTING CONTROL MATRIX TO COMPLY WITH WASHINGTON STATE ENERGY CODE REQUIREMENTS ROOM / AREA SERVED SWITCH FIXTURE TYPE MANUAL SWITCH ON/OFF MANUAL DIMMER OCCUPANCY/ VACANCY SENSOR TIME CLOCK ON/OFF LIGHT REDUCTION 50% SWITCHING DIMMING TYPE DIMMING LEVEL AFTER HOURS OVERRIDE SEE KEYNOTES BELOW SALES (GENERAL LIGHTS) a,b B,D X --- --- X X --- --- X --- SALES (EMER./NIGHT LIGHTS) NO SWITCH B1 X --- --- X --- --- --- X --- SALES (DISPLAY LIGHTS) c G X --- --- X --- --- --- X --- SALES (DISPLAY LIGHTS) d C2 X --- --- X --- --- --- X --- SALES (DISPLAY LIGHTS) e D,C4R X --- --- X --- --- --- X --- STOCK ROOM f,g A X --- --- X X --- --- X --- OFFICE LOCAL A X --- X --- --- --- --- X --- CORRIDOR LOCAL A X --- X --- --- --- --- X --- BATHROOM LOCAL A2 X --- X --- --- --- --- X --- GENERAL NOTES: A Provide all parts and pieces necessary to make a functional lighting control system with all controls as marked above. RELOCJATED PANEL 'L' KEY FIXTURE TYPE 5b < CKT 5, VIA SWITCH 'b' L=5 NL C "NIGHT LIGHT" t EM < "EMERGENCY LIGHT" PANEL & CIRCUIT NUMBER LIGHT FIXTURE (VIA SWITCH TYPICAL OF 0 0 0 0 DISPLAY LIGHTS 0 STOCK RM LIGHTS 0 STOCK RM LIGHTS LIGHTING PLAN 1/4" = +46' AFF 0 SALES LIGHTS 0 0 SALES LIGHTS 0 DISPLAY LIGHTS PROVIDE PERMANENT, TYPED LABELS AS SHOWN. 0 0 CASE LIGHTS SWITCHING DETAIL NO SCALE SEE SHEET E2 FOR LIGHT FIXTURE SCHEDULE bo 0)34 S PA ATT App ��1T'�ND REQUIRED IF YOU HAVE ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, PLEASE CALL THE ELECTRICAL DESIGNER. DESIGNER: MARK CARLSON PHONE: 612-465-7675 DUNHAM EI Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E-mail: officeOmba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 c dote S 0 c comments PRE AEW 08/16/17 0 PERMIT 8/28/17 0 0 0 0 0 dram by: MC checked by: RM THIS SHEET CONTAINS; LIGHTING PLAN RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER El ARCHITECT'S COMMISSION NUMBER 17-725.161 7 LOW VOLTAGE WIRING FROM PULL BOXES TO SELF SERVE DISPLAY 11 TO SELF SERVE DISPLAY 12 TO SELF SERVE DISPLAY/ SERVETO SELF T 13 O SELF SDISPLAY 15 TO SELF SERVE DISPLAY 16 TO STO SELF SERVESERVE DISPLAY #8 TO SELF SERVE DISPLAY 11 TO SELF SERVE DISPLAY #2 TO SELF SERVE DISPLAY 13 TO SELF SERVE DISPLAY 14 TO SELF SERVE DISPLAY 15 TO SELF SERVE DISPLAY 16 TO SELF SERVE DISPLAY 17 TO SELF SERVE DISPLAY T''6 DC + DC + DC + DCC + DC + DC — DC — DC — DC — DC — DC — DC — DC — C PULL BOX FOR LED DISPLAY BOXES PULL BOX DETAIL ic,/, 1" FLEX TO POWER SUPPLY 1/2" HOLE FOR LOW VOLTAGE WIRING. EACH 4—PANEL BOX TO HAVE AN INDIVIDUAL HOME RUN TO POWER SUPPLY LIGHT FIXTURE SCHEDULE FIXTURE LETTER TYPE FIXTURE TYPE VOLT WATTS MOUNTING LAMP FIXTURE DESCRIPTION LOCATION DIMMING TYPE MANUFACTURER'S SERIES NUMBERS NOTES A 2x4 L.E.D. 120 38 RECESSED GYP -BD L.E.D. 2X4 RECESSED GRID TYPE TROFFER STOCK ROOM 0-10V METALUX 24GR-LD4-38-A125-UNV-L840-CD 1 -U -DF -24W -U 0 (+) Al 2x4 L.E.D. EMERGENCY 120 38 RECESSED GYP -BD L.E.D. 2X4 RECESSED GRID TYPE TROFFER WITH EMERGENCY PACK 90 MIN BACKUP STOCK ROOM 0-10V 24GR-LD4-38-A125-UNV METALUX L840-ELlOW-CD1-U-DF-24W-U A2 l' x 4' L.E.D. 120 36 RECESSED L.E.D. l' x 4' RECESSED TOILET ROOM 0-10V GR -LD1 -32-A UNV L835-CD1-U B 2' x 2' L.E.D. 120 35 RECESSED L.E.D. 2' x 2' RECESSED GRID TYPE TROFFER SALES 0-10V CREE #ZR22-32L-40K-10V VERIFY FOR GYP BOARD CEILING B1 2' x 2' L.E.D. EMERGENCY 120 35 RECESSED L.E.D. 2' x 2' RECESSED GRID TYPE TROFFER WITH EMERGENCY BACKUP 90 MIN BACKUP SALES 0-10V CREE #ZR22-32L-40K-10V-EB14 VERIFY FOR GYP BOARD CEILING C2 2' FLUORESCENT STRIP 120 20 SURFACE (1) F017T8SPX41 2' SINGLE TUBE FLUORESCENT NARROW STRIP DISPLAY LIGHT TOP MOUNT SELF -SERVE DISPLAY UNIT --- METALUX SNF-117-120EB81 SEE NOTE BELOW C4R 4' FLUORESCENT STRIP 120 54 SURFACE (2) F032T8SPX41 4' DOUBLE TUBE FLUORESCENT NARROW STRIP DISPLAY LIGHT, TOP MOUNT, WITH REFLECTOR BACK COUNTER SHADOW BOX --- METALUX SNF-232-120EB81 WITH REFLECTOR (SNF-ASY SS -4) SEE NOTE BELOW D 6" LED DOWNLIGHT 120 18 RECESSED LED DRIVER RECESSED L.E.D. ENTRY / COUNTER --- HALO #H750ICAT-ML5612940-692SC G 2' FLUORESCENT WALL WASH 120 33 SURFACE (2) F017T8SPX41 1' X 2' DOUBLE TUBE FLUORESCENT WALL WASH DISPLAY LIGHT SALES SELF -SERVE METALUX RWW217MI120VEB81 U VERIFY FOR GYP BOARD CEILING SEE NOTE BELOW H EMERGENCY EXTERIOR LIGHT 120 20 SURFACE L.E.D. EMERGENCY LIGHT WITH BATTERY BACKUP EXTERIOR REAR --- LUMINAIRE YWPH610-20W HP-4000K-120-CP-BLK ONLY PROVIDE IF NO OTHER EMERGENCY LIGHT EXISTS X EXIT LIGHT 120 5 SURFACE L.E.D. SINGLE FACE EXIT LIGHT WITH BATTERY BACKUP 90 MIN BACKUP SALES /STOCK --- SURELITE CCX5OGW 7 >(+) WHITE W/ RED TRACE TO POWER SUPPLY #1 LIGHT MAT, TYP. TO WHITE POWER SUPPLY #1 / \ TYPICAL SELF SERVE WIRING DETAIL / TYPICAL FOR (6) SELF SERVE DISPLAY SECTIONS CEILING / I O (+) 0 (-) 0 (+) 0 (-) 0 (+) 0 (-) 0 (+) (-) \ / / \ TYPICAL SELF SERVE WIRING DETAIL / TYPICAL FOR (6) SELF SERVE DISPLAY SECTIONS CEILING DISPLAY CASE LTG DETAIL NO SCALE ONTINUE FOR SELF SERVE (SPLAY SECTIONS #5 THRU #8 bn oD.: SEPARATE APP'OVAL REQUIRED IF YOU HAVE ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, PLEASE CALL THE ELECTRICAL DESIGNER. DESIGNER: MARK CARLSON PHONE: 612-465-7675 DUNHAM �I Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 wee dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lone Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E-mail: officeOmba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 C date 0 c 0 0 0 0 c g comments PREUM REVIEW 08/16/17 0 BpligArr 8/28/17 0 0 0 0 0 drown by: MC checked by: RM THIS SHEET CONTAINS; LIGHTING FIXTURE SCHEDULE AND ELECTRICAL DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER E2 ARCHITECT'S COMMISSION NUMBER 17-725.161 / I c D \ / SELF SERVE DISPLAY #3 SELF SERVE DISPLAY #4 SELF SERVE DISPLAY #2 SELF SERVE DISPLAY #1 DISPLAY CASE LTG DETAIL NO SCALE ONTINUE FOR SELF SERVE (SPLAY SECTIONS #5 THRU #8 bn oD.: SEPARATE APP'OVAL REQUIRED IF YOU HAVE ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, PLEASE CALL THE ELECTRICAL DESIGNER. DESIGNER: MARK CARLSON PHONE: 612-465-7675 DUNHAM �I Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 wee dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lone Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E-mail: officeOmba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 C date 0 c 0 0 0 0 c g comments PREUM REVIEW 08/16/17 0 BpligArr 8/28/17 0 0 0 0 0 drown by: MC checked by: RM THIS SHEET CONTAINS; LIGHTING FIXTURE SCHEDULE AND ELECTRICAL DETAILS RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER E2 ARCHITECT'S COMMISSION NUMBER 17-725.161 L-14 18" PANEL 'L' POWER PLAN KEYNOTES O1 NEW WATER HEATER: 208V/3q, 9 KW. PROVIDE LOCK—OFF DEVICE IN ELEC. PANEL. PROVIDE DISCONNECT SWITCH IF REQUIRED BY LOCAL CODE. O2 MOUNT RECEPTACLE BELOW COUNTER. SEE DETAIL 4/E2. VERIFY LOCATION WITH MILLWORK DRAWINGS. O3 PROVIDE CEILING MOUNTED RECEPTACLE ABOVE SHOW WINDOW. O4 18"X18" TELEPHONE BOARD MOUNTED ABOVE CEILING. PAINT WHITE. O5 ELECTRICAL PANEL TO BE RELOCATED. SEE SHEET E5 FOR DETAILS. O6 ROUTE CONDUIT AND WIRE FOR OUTLETS THROUGH MILLWORK. OUTLET BOX SHOULD LINE UP VERTICALLY WITH GROMMET IN MILLWORK TOP. COORDINATE WITH MILLWORK CONTRACTOR. O7 PROVIDE STUBS AT 3" A.F.F. FOR POWER AND DATA SUPPLY TO CASEWORK. CONNECT L.E.D. STRIP LIGHTS TO SAME CIRCUIT AS LIGHTS ABOVE. CONTROL WITH SAME LIGHT SWITCH. FIELD VERIFY CONNECTION AND LOCATION. REFER TO DETAIL 2/E3. O8 E.C. TO MOUNT RECEPTACLE BOX AND DATA BOX (IF APPLICABLE) AT BACK CORNER ON SIDE WALL OF MILLWORK AT THIS LOCATION. O PROVIDE J—BOX AT 6" ABOVE CEILING FOR CONNECTION TO L.E.D. STRIPS. CONNECT L.E.D. STRIP LIGHTS TO SAME CIRCUIT AS LIGHTS ABOVE. CONTROL WITH SAME LIGHT SWITCH. FIELD VERIFY CONNECTION AND LOCATION. 10 EXISTING MECHANICAL UNIT. EXTEND CONDUIT AND WIRE TO NEW PANEL LOCATION AND RECONNECT TO PANEL 'L' AS REQUIRED. PROVIDE CONNECTION TO DUCT SMOKE DETECTOR AS REQUIRED. RECONNECT GFI WP RECEPTACLE TO PANEL 'L'. 11 12 13 14 15 16 17 18 PROVIDE QUAD RECEPTACLE ON WALL FOR DATA CABINET. COORDINATE WITH G.C. MOUNTED DATA CABINET FOR RECEPTACLE MOUNTING HEIGHT PRIOR TO INSTALLATION. G.C. PROVIDE DAMAC WLR24AKP1WV-3 WALL MOUNTED DATA CABINET. E.C. PROVIDE 1" RIGID CONDUIT, WITH NYLON BUSHING, STUBBED TO ABOVE CEILING AND CONNECTED TO DATA CABINET. DISCONNECT EXISTING TO BE ABANDONED RTU. REMOVE CONDUIT AND WIRE BACK TO SOURCE. PROVIDE CONTROLLED RECEPTACLE: PASS & SEYMOUR #PLT26351W OR EQUAL. TRENCH FLOOR AS REQUIRED. ROUTE CONDUIT AND WIRE TO CASH WRAP FOR POWER AND DATA CONNECTIONS. PATCH AND REPAIR FLOOR AS REQUIRED. RELOCATE JAMBA JUICE ELECTRICAL PANELS. SEE SHEET E5. APPROXIMATE LOCATION OF EXISTING PANEL 'L'. PROVIDE CONNECTION TO RECIRC PUMP (120V/125—WATTS). COORDINATE WITH MECHANICAL. MECHANICAL EQUIPMENT SCHEDULE EQUIPMENT TAG EQUIPMENT DESCRIPTION �R LOAD VOLT/ DISCONNECT POWER SOURCE FEEDER SIZE ELEC NOTES TYPE SIZE FUSE LOCATION PANEL CB CKT# TRANSFORMER EXIST. RTU VERIFY 208/3 EXIST. L EXIST. 35/3 31,33,35 3/4"C.-3 #8, #10 GND (MATCH EXISTING) 1 J Q 0 EXIST. RTUVERIFY c, 208/3 EXIST. L EXIST. 35/3 37,39,41 3/4"C.-3 #8, #10 GND (MATCH EXISTING) 1 VL W 40 1—GANG DATA OUTLET. SEE DETAIL ON SHEET E3. EXHAUST FAN 80 W 120/1 DISC. 20A NON UNIT L 20/1 7 1/2"C.-2 #12, #12 GND -- ® v WATER HEATER 9.0 KW 208/3 LOCK—OFF BREAKER L 35/3 38,40,42 3/4"C.-3 #8, #10 GND -- ® v NOTE: 1. RECONNECT EXISTING HVAC UNIT TO ELECTRICAL PANEL "L" AS REQUIRED. MATCH EXISTING BREAKER IN ADJACENT SPACE'S PANEL IN WHICH THIS EXISTING HEAT PUMP WAS/IS CONNECTED TO CURRENTLY. GENERAL NOTE A. 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. NOTE ALL HOMERUNS SHALL BE 1/2" CONDUIT WITH 2#12 AWG AND #12 GND UNLESS OTHERWISE NOTED. CASHWRAP 15" / QUAD RECEPTACLE TELEPHONE/DATA CASHWRAP SECTION — SIDE VIEW NO SCALE WALL —\ DUPLEX RECEPTACLE AND TEL OUTLET TO BE LOCATED IN CABINET (TYP. OF 2 LOCATIONS) f BACK BAR 31" g FLOOR BAC K BAR SECTION GA - NO SCALE L-30 L-22 1 — J X X X GFI 2,468 L-14 FAULT CURRENT AT RTU 18" FAULT CURRENT AT RTU L-16 L-14 "X" = EXISTING—/ SEE MECH. EQUIPMENT SCHEDULE THIS SHEET (TYP) L-19 O GFI L-14 18" L-14 18" POWER PLAN 1/4" = 1'—O" tri 0�314 SEPARATE PER1T AND APPROVAL REQUIRED DUNHAM MI Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE. 612.465.7550 FAX 612.465.7551 wea dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E—mail: officeOmba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 0 dote O 01.1 0 comments PRELIM REVIEW 08/16/17 O PERMIT 8/28/17 O O O O O dram by: MC checked by: RM THIS SHEET CONTAINS; POWER PLAN RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER E3 ARCHITECT'S COMMISSION NUMBER 17-725.161 SYMBOL SCHEDULE BRANCH CIRCUIT PANEL 24"x24" CABINET — SEE SHEET E3 TRANSFORMER 0 4 MOTOR OR MOTOR CONNECTION Ell DISCONNECT SWITCH -QQ JUNCTION BOX 0 HUBBELL P7W WALLPLATE c, DUPLEX RECEPTACLE — WALL/CEILING MOUNT QUADRAPLEX RECEPTACLE — WALL MOUNT El GFI RECEPTACLE, DUPLEX/QUADRAPLEX— WALL MOUNT 40 1—GANG DATA OUTLET. SEE DETAIL ON SHEET E3. 3—GANG DATA OUTLET. SEE DETAIL ON SHEET E3. (11)1MECHANICAL UNIT EQUIPMENT TAG — SEE SCHEDULE tri 0�314 SEPARATE PER1T AND APPROVAL REQUIRED DUNHAM MI Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE. 612.465.7550 FAX 612.465.7551 wea dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E—mail: officeOmba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 0 dote O 01.1 0 comments PRELIM REVIEW 08/16/17 O PERMIT 8/28/17 O O O O O dram by: MC checked by: RM THIS SHEET CONTAINS; POWER PLAN RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER E3 ARCHITECT'S COMMISSION NUMBER 17-725.161 NOTES FOR THIS DRAWING O1 18"X18" TELEPHONE BOARD MOUNTED AT 6" ABOVE CEILING. COORDINATE WITH LANDLORD AND PROVIDE ALL CONDUIT AND WIRING AS REQUIRED FOR CONNECTION TO LANDLORD COMMUNICATION SYSTEM. O2 COORDINATE FINAL LOCATION OF PUSHBUTTON & DOOR BELL WITH ARCHITECTURAL PLANS. TO PUSHBUTTONS IN SALES AREA LED POWER SUPPLY ABOVE CEILING 3/4"C. AND WIRING BY E.C. ❑( ❑ < ❑ < PHONE DATA DATA PROVIDE PERMANENT TYPED LABEL WITH LINE DESIGNATIONS PHONE/DATA DETAIL NO SCALE 3O MOUNT PUSH BUTTON IN FACE OF MILLWORK. COORDINATE W/ MILLWORK INSTALLER. O4 ROUTER AND MODEM TO BE LOCATED ABOVE P7W BY SEE'S PROJECT MANAGER. O SEE DETAIL 2/E3 FOR MORE INFORMATION. MOUNT DOOR BELL ABOVE P7W. sO SEE DETAIL 3/E3 FOR MORE INFORMATION. O7 3/4" CONDUIT AND TELEPHONE/DATA WIRES TO TELEPHONE BOARD BY E.C. SEE DETAIL 4/E3. O8 E.C. TO MOUNT DATA BOX AT BACK CORNER ON SIDE WALL OF MILLWORK AT THIS LOCATION. • DATA BOXES TO BE NEXT TO RECEPTACLE BOXES - ALIGNED VERTICALLY WITH MILLWORK GROMIT. 10 ALL CABLING TO BE PLENUM RATED. 11 PROVIDE CAT.5E CABLE FROM SCALE LOCATION TO TERMINATE AT PATCH PANEL. 12 PROVIDE (1) CAT5e FROM 66 BLOCK TO PATCH PANEL. MARK: "HUGHES" / INCOMING DSL. SEE DETAIL 2/E3. 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. Q LINE 3: CREDIT CARD TERMINALS. GENERAL NOTES A. GENERAL CONTRACTOR SHALL PROVIDE ALL TELEPHONE AND NETWORK CAT 5E CABLE WITHIN THE SPACE. GENERAL CONTRACTOR TO ALSO PROVIDE 25 PAIR FROM BUILDING MAIN POINT OF ENTRY TO TENANT MAIN POINT OF ENTRY & CONNECT TO 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 AT EACH END FOR EACH LOCATION: ALL CAT 5E CONNECTIONS SHALL BE MADE USING A STANDARD B CONFIGURATION. ALL INSTANCES OF DATA OUTLETS TO BE VOICE AND CAT5 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. ALL DATA TO RUN TO . P7W. 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 DOOR BELL SYSTEM FOR DOORS. SALES AREA AND REAR DOOR SHALL HAVE DIFFERENT TONES. F. ROUTER AND MODEM TO BE LOCATED ABOVE P7W BY SEE's PROJECT MANAGER. G. ALL LOW VOLTAGE TO BE INSTALLED BY A QUALIFIED TECHNICIAN PER THE SP PAGES. TELEPHONE BOARD 25 PR. TO MPOE 66 BLOCK VOICE LINES TO WALL SWITCH BACK ROOM DOOR BELL P7W (BY OTHERS) ROUTER MODEM PROVIDE 24 -PORT HINGED 2 POS 3.5" HIGH X 6" DEEP PATCH PANEL. LEVITON #132-49255-H24 QUICKPORT PATCH PANEL 24 -PORT 1 RU EMPTY TABLEAU WITH LEVITON #200-49251-W62 (BLACK) MOUNT. PROVIDE PLENUM RATED CAT.5E CABLE FROM SCALE LOCATION TO TERMINATE AT THIS PATCH PANEL. TO VOICE LOCATIONS LED POWER SUPPL TO DTA LOCA IONS -BX TO DOOR BELL AT MANAGER'S DESK SALES AREA (REFER TO 4/A6) LOW VOLTAGE FOR LED IN GLASS BULK CASE STUB FOR POWER IN TOE -KICK STUB FOR DATA/VOICE IN TOE -KICK LOW VOLTAGE D ETA I L NOT TO SCALE TO D MANAG / ll // // // // // // // PLAN pc-�- 023L! SEPARATE PERMIT AND APPROVAL REQUIRED DUNHAM MI Dunham Associates, Inc. 60 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 wes dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E—mail: officeOmba—architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 3423 S L.A. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date a c E comments PREUM REVIEW 08/18/17 0 PERMIT 8/28/17 0 0 0 0 0 drown by: MC checked by: RM THIS SHEET CONTAINS; LOW VOLTAGE PLAN RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER E4 ARCHITECT'S COMMISSION NUMBER 17-725.161 .1611 LANDLORD'S SPACE TENANT'S SPACE EXISTING 200 AMP FEEDER 200 200 j- EXTEND TO NEW LOCATION OF RELOCATED PANEL. VERIFY A MINIMUM OF 3/0 CU. EXISTING 200 AMP FEEDER (APPROX. 300' FROM LL's ELEC ROOM) EXISTING MAIN BREAKER 65 OOOA AND METER TO REMAIN X ' VERIFY REQUIREMENTS WITH LANDLORD AND ELECTRICAL UTILITY FOR MAINTAINING METERS AND SWITCHES. 200 LANDLORD'S ELEC. DISTRIBUTION x EXTEND TO NEW LOCATION OF RELOCATED PANEL. VERIFY A MINIMUM OF 3/0 CU. PANEL 4,009A SEE'S CANDIES RELOCATE EXISTING PANEL. 4 SEE SHEET El FOR LOCATION. CALCULATED AVAILABLE FAULT CURRENT (TYP). NOTE: ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND FIELD VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. COORDINATE WITH LANDLORD. CE4) NO SCALE 1 ELECTRICAL ELECTRICAL RISER DIAGRAM 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. EXIST. JAMBA JUICE PANEL1 4,009A EXIST. JAMBA JUICE PANEL 2 4,009A RELOCATE EXISTING ELECTRICAL PANELS FROM 'JAMBA JUICE' SPACE. EXTEND CONDUIT AND WIRE AS REQUIRED. MAINTAIN CONNECTIONS TO EXISTING SWITCHES IN LANDLORDS DISTRIBUTION PANEL. VERIFY REQUIREMENTS WITH LANDLORD. Panel: L Voltage: 120/208v, 3Ph, 4w No. Amp/p Note Description Ph Code L VA Code C VA Code R VA Code M VA Code E VA Code K VA Code D VA 1 20/1 1,2,3 DISPLAY LIGHTS - A - 374 1.00* 23.7 TOTAL 42.7 46.6 3 20/1 1,2,3 SELF SERVICE DISPLAY CASE LIGHTS - B - 300 5 20/1 1,2,3 SALES LIGHTS - C - 1034 7 20/1 BATHROOM, CORRIDOR, OFFICE LTS - A - 188 60 9 20/1 1,2,3 STOCK ROOM LIGHTS - B - 418 11 20/1 1,2,3 SIGN - C - 1200 13 20/1 EXIST. DUCT SMOKE DETs - A - 50 15 20/1 1,2,3 SIGN - B - 1200 17 20/1 1,2,3 SIGN - C - 1200 19 20/1 RECIRC PUMP -A - 125 21 20/1 SPARE - B - 23 20/1 SPARE - C - 25 20/1 SPARE - A - 27 20/1 SPARE - B - 29 -C- 31 35 4 EXIST. RTU -1 - A - 3521 33 /" -B- 3521 35 3" -C- 3521 37 35 4 EXIST. RTU -2 - A - 3521 39 / " -B- 3521 41 3 " -C- 3521 2 20/1 CASH REGISTER - A - 720 4 20/1 CASH REGISTER - B - 360 6 20/1 SPARE - C - 8 20/1 LED STRIPS - A - 100 10 20/1 COUNTER RECEPTACLES - B - 720 12 20/1 COUNTER RECEPTACLES - C - 200 14 20/1 STOCKROOM RECEPTACLES - A - 1080 16 20/1 STOCKROOM RECEPTACLES - B - 720 18 20/1 SPARE - C - 20 20/1 SHOW WINDOW RECEPTACLES - A - 540 22 20/1 MANAGER'S DESK RECEPTACLES - B - 720 24 20/1 DATA CABINET - C - 360 26 20/1 SPARE - A - 28 20/1 EXIST. RTU RECEPTACLES - B - 360 30 20/1 OFFICE RECEPTS - C - 180 400 32 20/1 SPARE - A - 34 20/1 SPARE - B - 36 20/1 SPARE -C- 38 35 3 WATER HEATER - A - 3000 40 / " - B - 3000 42 3II - C - 3000 Through Feed Lug " Connection NONE - A - ' --- - B - --- - C - Main Breaker -- - A - 662 1620 3770 7227 0 0 0 MLO - B - 1918 1800 4080 7042 0 0 0 -- - C - 3434 380 3760 7042 0 0 0 Overcurrent Device Notes: Conn KVA phase loads Total - A - - B - - C - 1 - ROUTE CIRCUIT THROUGH CONTACTOR 42.7 13.3 14.8 14.6 2 - ROUTE CIRCUIT THROUGH TIME CLOCK Dmd Conn Bus KVA Toads 3 - PROVIDE LOCK -OFF DEVICE 7.5 6.0 Code L -"Lighting 4 - EXISTING RTU, RECONNECT TO RELOCATED PANEL 3.8 3.8 Code C7 Convenience Receptacles (180 W) 5 - 11.6 11.6 Code R 7 Receptacles (Non Convenience) Panelboard Notes: 23.7 21.3 Code MI Motors Largest MtrVA = 9600 ' 1 - 0.0 0.0 Code E = Electric Heat 2 - 0.0 0.0 Code K7 Kitchen Equip Dmd = 100% 3 - 0.0 0.0 Code D'- Dwelling Units (Hotel/Motel Rooms) 4 - 47 43 Total KVA 5 - 0 Spare KVA Spare = 0% 1 RELOC. : Mounting 47 Adjusted KVA (Demand + Spare KVA) EXISTING : Amps AIC Rating 130 Adjusted Amps (Demand + Spare KVA) 225 : Amp Rating of Bus 135 High Phase Amps (Demand + Spare KVA) 8/25/2017 MLO : Panel Amp Rating (Min Main or Bus Rating) File Name: Project Number : Project Name : 208 : Phase to Phase Voltage 1 PANEL L 418743 See's Candies ELECTRICAL L SUMMARY LOAD TYPE CONNECT. LOAD (KW) DEMAND FACTOR DEMAND LOAD (KW) LIGHTING 6.0 1.25 7.5 RECEPTACLES 6.4 1.00 6.4 WATER HEATER 9.0 1.00 9.0 H.V.A.C. 21.3 1.00* 23.7 TOTAL 42.7 46.6 SERVICE SIZING LOAD = 46.6 KW 46.6 KW ® 208V/3PH = 130 AMPS SEPARATE PERMIT AND APPROVAL REQUIRED DUNHAM PRI Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering PROJECT NO. 0418743-004 MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608-785-2760 FAX: 608-785-2750 E-mail: officeOmba-architects.com CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 CAH n9� SEE'S CANDIES 3423 S LA. CIENEGA BLVD. LOS ANGELES, CA 90016 PH: 310/287-4616 FAX: 310/842-4436 SEE'S CONTACT RICHARD ESCALANTE 310/ 287-4616 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785-2760 date C u O 0 • L 0 c comments PREUM REVIEW 08/18/17 0 PERMIT 8/28/17 0 00 0 0 Mete MC checked by: RM THIS SHEET CONTAINS; ELECTRICAL DETAILS RECEIVED CITY OF TUKWILA AUG 30 2017 PERMIT CENTER E5 ARCHITECT'S COMMISSION NUMBER 17-725.161