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Permit D18-0024 - TACO BELL - FINISHES, ADA RESTROOMS, KITCHEN EXTERIOR UNIT ETC
TACO BELL 16350 WEST VALLEY HWY 018-0024 Parcel No: Address: City of Tukwila 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 2523049083 16350 WEST VALLEY HWY Project Name: TACO BELL Permit Number: D18-0024 Issue Date: 11/2/2018 Permit Expires On: 5/1/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: NWR REALTY LLC 18815 139TH AVE NE C/O NORTHWEST RESTUARANTS, WOODINVILLE, WA, 98072 RAFIA DARWISH 400 N 34TH ST, SUITE 216 , SEATTLE, WA, 98103 Phone: (206) 204-7450 MASTER CONSTRUCTION CORP Phone: 5307 47 AV S STE 8184 , SEATTLE, WA, 98108 MASTEC*210MP Expiration Date: 8/4/2019 NORTHWEST RESTAURANTS INC Address: 18815 139TH AVE NE , WOODINVILLE, WA, 98072 DESCRIPTION OF WORK: REPLACE INTERIOR BUILDING FINISHES, REWORK RESTROOMS FOR ADA REQUIREMENTS AND REPLACE FIXTURES. REMOVE WALK IN KITCHEN AND REPLACE WITH EXTERIOR UNIT. REPLACE KITCHEN HAND SINKS AND MOP SINK. RELOCATE EXTERIOR KITCHEN DOOR. Project Valuation: $321,673.11 Fees Collected: $5,965.27 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Occupancy per IBC: A-2 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: r1 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 Permit Center Authorized I hearby certify that/I have provisions of law and ordi The granting of thi state or local laws development perm Date: 2 I and examined this permit and know the same to be true and correct. All s governing this work will be complied with, whether specified herein or not. s not presume to give authority to violate or cancel the provisions of any other nstruction or the performance of work. I am authorized to sign and obtain this to the conditions attached to this permit. Signature: Date: if <. Print Name: I Ge411-ot-f �t. d4 -- 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: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 9: 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. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: 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. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: 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. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 47: Tukwila City Ordinance # 2436, section 16.42.090 B requires an approved automatic fire sprinkler system be installed throughout the entire building if the useable square footage is increased. 36: 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). 24: 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 Tess. (IFC 906.3) (NFPA 10, 5.4) 25: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.12.5) 21: 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) 22: 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) 23: 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) 26: Maintain fire extinguisher coverage throughout. 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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) 30: 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) 31: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1010.1.10) 32: 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) 33: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 34: 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) 39: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 38: 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) 40: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: 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. 44: In other than Group 1-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent of the specific wall or ceiling area to which they are attached. (IFC 807.1) Where required to exhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the 20 kW ignition source. Reports of test results shall be prepared in accordance with the test method used and furnished to the fire code official upon request. (IFC 807.4) 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 48: For trees and plants planted in sidewalks and parking lots, or in limited areas of soil volume, structural soils (Cornell University "CU" product or similar) must be used to a preferred depth of 36 inches, to promote root growth and provide structural support to the paved area. Minimum soil volumes for tree roots shall be 750 square feet per tree (see specifications and sample plans for CU -Structural Soils). Trees and other landscape materials shall be planted per specifications in "CU Structural Soils — A Comprehensive Guide" or using current BMPs subject to administrative review and approval of the technical information report (TIR.) Trees within landscape island of parking lots will require structural soil; contact Planning Division for inspection at time of installation. 49: Signs are not approved as part of this permit. A separate sign permit is required 50: Planning Division Final Inspection approval will be provided only after removal/replacement of non- conforming signs on property. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 1500 PLANNING FINAL 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4035 SI -SOILS 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKi'►'A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Bui1dingNo. D Project No. Date Application Accepted: Date Application Expires: 1 (For office use only) OO2- 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 Site Address: 16350 W. VALLEY HIGHWAY Tenant Name: Taco Bell King Co Assessor's Tax No.: 2523049083 Suite Number: N/A Floor: N/A PROPERTY OWNER Name: Rafia Darwish, GPD Group, P.C. Name: Northwest Restaurants, Inc. City: Seattle State: WA zip: 98103 Address: 18815 139th Ave NE Email: rdarwish@gpdgroup.com City: Woodinville State: WA Zip: 98072 CONTACT PERSON — person receiving all project communication Name: Rafia Darwish, GPD Group, P.C. Address: 400 N. 34th Street, Suite 216 City: Seattle State: WA zip: 98103 Phone: (206) 204-7450 Fax: Email: rdarwish@gpdgroup.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: Mark S. Salopek Address: 520 S. Main Street, Suite 2531 City: Akron State: OH Zip: 44311 Address: Email: rdarwish@gpdgroup.com State: w Zip: (49)0-72 City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\20I 1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Company Name: GPD Group, Professional Corporate' Architect Name: Mark S. Salopek Address: 520 S. Main Street, Suite 2531 City: Akron State: OH Zip: 44311 Phone:(330) 572-2100 Fax: Email: rdarwish@gpdgroup.com ENGINEER OF RECORD Company Name: GPD Group, Professional Corporatiu Engineer Name: Darrin Kotecki Address: 520 S. Main Street., Suite 2531 City: Akron State: OH Zip: 44311 Phone: (330) 572-2100 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1)(Q, N 0 1UJ-e.A ReSf ai-CL14b iiik Address: '9)u,5 13c 'ji. .p,,,,c k3 City: mOC1invA1ke_ State: w Zip: (49)0-72 Page I of 4 l BUILDING PERMIT INFORMATIO206-431-3670 Valuation of Project (contractor's bid price): $ 300,000 Existing Building Valuation: $ 919,000 Describe the scope of work (please provide detailed information): Replace interior building finishes, rework restrooms for ADA requirements and replace fixtures. Remove walk-in in kitchen and replace with exterior unit. Replace kitchen hand sinks and mop sink. Relocate exterior kitchen door. Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:' pplications\Forms-Applications On Line\201 I Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 - _--- -- bh Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2,290 2,290 141 5B A2 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes I 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:' pplications\Forms-Applications On Line\201 I Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 - _--- -- bh PUBLIC WORKS PERMIT INFOATION 206-433-0179 Scope of Work (please provide detailed information): N/A, no site work proposed aside from freezer/cooler addition Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...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 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation 0 .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. 35 WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 3 of 4 4 ' PERMIT APPLICATION NOTES — �r 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 12+. kJ-rm.:AAA,. Date: 01/25/2018 Print Name: Rafia Darwish Day Telephone: (206) 204-7450 Mailing Address: 400 N. 34th Street, Suite 213 Seattle WA 98102 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $72.10 D18-0024 Address: 16350 WEST VALLEY HWY Apn: 2523049083 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R17281 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Friday, March 29, 2019 Paid By: THOMAS HOWSDEN Pay Method: CREDIT CARD 316929 Printed: Friday, March 29, 2019 11:05 AM 1 of 1 SYSTEMS e CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 03/29/2019 11:04:35 AM CREDIT CARD SALE VISA CARD NUMBER: **********1552 K IRAN AMOUNT: $72.10 APPROVAL CD: 316929 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $3,644.40 D18-0024 Address: 16350 WEST VALLEY HWY Apn: 2523049083 $3,644.40 DEVELOPMENT $3,471.07 PERMIT FEE R000.322.100.00.00 0.00 $3,466.57 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $173.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15755 R000.322.900.04.00 0.00 $173.33 $3,644.40 Date Paid: Friday, November 02, 2018 Paid By: MASTER CONSTRUCTION CORP Pay Method: CHECK 37680 Printed: Friday, November 02, 2018 12:13 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,320.87 D18-0024 Address: 16350 WEST VALLEY HWY Apn: 2523049083 $2,320.87 Credit Card Fee $67.60 Credit Card Fee R000.369.908.00.00 0.00 $67.60 DEVELOPMENT $2,253.27 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13555 R000.345.830.00.00 0.00 $2,253.27 $2,320.87 Date Paid: Thursday, January 25, 2018 Paid By: RAFIA DARWISH Pay Method: CREDIT CARD 07575D Printed: Thursday, January 25, 2018 12:43 PM 1 of 1 CR SYSTEMS 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 Project: ---r;c0 -Bel -Type 1L Inspection: r , �D iN6 f i NAL. Address: /6_35-o W, �0./ l Dat) y �---• Special Instructions: Date Wanted:ii' /z' za/C, a.m: l p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:to ocr 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 DO -00v P114 Co .-7--, C.1, ` Type,io / N,4 -L SIV['14of t ai Address: /6350 k) (%.liVA. ` w Special Instructions: Dae nted: 11-11qzoi 9 a.rrf 1 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tct F/A)14L /24 ta 'SPP 11 4cyi- eltrYttAk srAle-Ad D ° ihiN/muw) d� /11 t/t<e_ WIevyt szi74c, 2. Fo4 Z .,..ej 3, e&.54- 3r II,e.14S CAA( ;,v (V1ecj4 Rota Inspector: ]Qj) /62— , Date: y i zo )5 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 2L4 Project: � nV ; Type of Inspection: Address:, �� V� to Called: Special Instruction" s: — ' Day anted: a.m. 3-7 -l�j p.m. Requester: W —OW Phone No: 3(n Z/Q 43-117 %pproved per applicable codes. Corrections required prior to approval. COMMENTS: AffivaLs- Inspector: Date: 3 �''r 9 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 b18—dazl INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project' Type of Inspection: Sir-Epx IF ` t( Address: llama U,-- Vat Date Called: Y Special Instructions: Date W ted: l �6,- a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: iq 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 p rs -oozy 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: c .t fl e L L Type of Insp ction: G,+- 1& yrs uhvi Address:5 JeL V,Date Calle Special Instructions: Date Wanted: 2 - .27 - .2-D 0 "---( a.m:3 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: k.)4(11 Inspector: Date: REINSPECTION FEE R QUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. pin INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NC_ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 $ 61?ZLt Project: —.16/2 Type of Inspection: � �•J4 Address: / t3� Datled: tianted: hSpecial Instructs ns: //'q P.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Z /c;2c 7tF -•9-4 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I+st 3,01e, 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 is s oozfi Project: C Type of Inspection: e Address: u k r i (035o ,J,r � A / �D Dade ailed: uir/ Special Instructions: e Wanted: '"Z -7.---t1 a.m. p.m. Requester: Phone No: pproved per applicable codes. D Corrections required prior to approval. MMENTS: Caiak/S: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt 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 Pro•e 1 A � f & LL Type of Inspection: P00-1-1 " • `" 5 AAddress: Special tnstructi ns: d Wanted:` / ,—/ e., 7._ Z/� a.m. P.m. Requester: Phone No: pproved per applicable codes. a Corrections required prior to approval. 4 OMMENTS: Inspector: Date: ale., REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 61.61 Retain a copy with permit 41I 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 Project: IMO e'- Type of Inspection: iJfP61' Zeitii✓G Address: l63r7 445er Mae,/ Date Called: (41(971 -,44.610/ Special Instructions: D e Wanted: 1'3 -/7 a.m.. p.m. Requester: v�,y/ TPS'/! 4 ail 441ssi k%f ro-, c et;(^tek Phone No: Za 0/ ? / 7 .1 ❑ Approved per applicable codes. 41Corrections required prior to approval. COMMENTS: yam,9eL:, (41(971 -,44.610/ AMl.iCfe cI% 4 ail 441ssi k%f ro-, c et;(^tek 2 .1 , ,) Likspv-iiuwed /3 .L__6. i 1we,-e.� 1 S /i /iii , »u, -mm fmf-.7 Inspector:3M CO___d 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 Jig 1724 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: -�A40 L L — Type of Inspection: /,ai44-4— C,/..A-24i.rGin1011 Address: %� J63o 'k r'''/ Date Called: � r pecial Instructions: iefrtri 4teepkth.4.4.04,,firikzki .. Date Wanted: 22 /2 -P9' -it am p.m. Requester: Phone No: MD 21Q 19514 Approved per applicable codes. COMMENTS: Correc d prior to approval. )i /i/ed r7 i W ,veto stfa r !-✓_ /nlsv 4 7..i ,, c.i,..4 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Die 002.9, 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: -ri-: co (o « Lc- Type of Inspection:ecti -t i.4w 6.44 Address: /WO wgTo y Date Called: , ff�I1/1i17 p,,, � e r� , cI Jd /% �" are Special Instructions: Date Wanted: /Z /Z• /B .. p.m. Requester: Phone No: j(00 2lq GslIf ElApproved per applicable codes. 'Corrections reuireq=_ d prior to approval. COMMENTS: �nY?.._,,41_14) /r Alc.; 7� oat/ Sr;�lltl {''t^sr2r 7-) :1:::/fr fCtS F.s J� 21J(„A__, 15 Ais, �r a.h i/7 r , ff�I1/1i17 p,,, � e r� , cI Jd /% �" are liAV /1i(/it/tedr Inspector: d10 C Date: z/2_01 REINSPECTION FEE REQUIRED. Prior to next inspection.fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 41r^ Backflows Northwest, Inc. ,4a •Nabhenij (425) 277-2888 WATER PURVEYOR City of Tukwila ASSEMBLY ID/FILE #!UTILITY DEVICE # BACKFLOW PREVENTION ASSEMBLY TEST REPORT NAME OF PREMISETaco Bell 31325 - Tukwila SERVICE ADDRESS 16350 W VALLEY HWY CONTACT PERSON Jon Thibodeau (Facilities Manager) LOCATION OF ASSEMBLY BACK AT MOP SINK ACCOUNT # Meter # Commercial Residential Tukwila PHONE 425226.1323 ZIP 98188 DOWNSTREAM PROCESS CARBONATOR NEW INSTALL EXISTING ;X REPLACEMENT APPROVED ASSEMBLY? YES X NO HAKE OF ASSEMBLY Watts DCVA RPBA X PVBA OTHER REMOVED OLD SER.# PROPER INSTALLATION? YES NO X SERIAL NO. 68237 SIZE 1/2" MODEL LF009QT INITIAL TEST PASSED FAILED X; DCVA / RPBA DCVA / RPBA RPBA PVBA / SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT 3.0 AIR INLET OPENED AT PSID CLOSED TIGHT . LEAKED X PSID CLOSED TIGHT X LEAKED PSID .PSID #1 CHECK PSID DID NOT OPEN AIR GAP OK? X NEW PARTS AND REPAIRS CLEAN REPLACE PART X Module CLEAN REPLACE PART � �", . _._. CLEAN REPLACE PART __ . -_ CHECK VALVE HELD AT PSID :.. LEAKED CLEANED REPAIRED TEST AFTER REPAIRS PASSED X FAILED CLOSED TIGHT LEAKED 9.0 PSID CLOSED TIGHT X' LEAKED ... PSID RV EXERCISED OPENED AT 3.0 PSI» AIR INLET PSID CHK VALVE PSID #1 CHECK 9:0 PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve; Open Closed REMARKS: Installed above 5 feet SEPARATION X SOV#1: Open _ Closed PASS ; FAIL SOV#2: Open Closed TESTERS SIGNATURE: (, 4 (4-(5-/A LINE PRESSURE 50 PSI CONFINED SPACE? CERT. NO. B6705 DATE 03-20-19 TESTERS NAME PRINTED Charles Smith TESTERS PHONE # REPAIRED BY: Charles Smith 425-277-2888 LIC NO. DATE 03-20-19 FINAL TEST BY: Qhar[es Srlith CERT. NO, B6705 DATE 03-20-19 CALIBRATION DATE 10-24-18 GAUGE # 06160827 MODEL 845.5 SERVICE RESTORED YES ;X NO !certify that this report is accurate, and I have used WAC 246-290490 approved test methods and test equipment. Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting April 10, 2019 Northwest Restaurants, Inc. Attn: Adam Sibert 18815 139t Ave NE Suite C Woodinville, WA 98072 Sent via email: asibert(a,nri-inc.com Re: Final Letter Taco Bell - Tukwila 16350 W Valley Highway, Tukwila, WA MTC Project #18B363 BLDG Permit #D18-00224 Mr. Sibert, RECEIVED CITY OF TUKWILA APR 1 8 2019 PERMIT CENTER Materials Testing & Consulting, Inc. (MTC) provided materials testing and special inspection services during construction of the above -referenced project. This letter is a statement declaring the actual work inspected by MTC itemized below was found to be, to the best of the inspector's knowledge, in accordance with project plans, specifications, engineer approved revisions, and the International Building Code. The following is the scope of inspections performed on this project. • Reinforced Concrete Special Inspection • Proprietary Anchors Special Inspection The results of our services were provided to the local building department for review. Only WABO Certified special inspectors were utilized to perform those specific inspections as required by the Special Inspection Agreement. Any items that were found to be in noncompliance with the approved construction documents were repaired or replaced, and re -inspected for acceptance. To the best of our knowledge, items that were observed by Materials Testing & Consulting, Inc. during continuous or periodic inspections for the noted project are compliant with approved plans and specifications. LIMITATIONS The services provided as described in this report include professional opinions and judgment based on the data collected and our field observations. These services have been performed according to the specified codes, industry standards, and generally accepted engineering practices. No warranty, express or implied, is provided. Representatives of Materials Testing & Consulting, Inc. did not supervise, direct, alter, amend or change project specifications or contractor activity. Our statement of conformance pertains to only those items inspected and tested by Materials Testing & Consulting, Inc. for the subject project during the time period when we were on-site. This report may be used only by the client and only for the purposes stated, within a reasonable time from its issuance. Any party other than the client who wishes to use this report shall notify Materials Testing & Consulting, Page 1 of 2 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 SW Region • 2118 Black Lake Blvd. S.W.• Olympia, WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW Region • 805 Dupont St, Suite 5 • Bellingham, WA 98226 • Phone 360.647.6061 • Fax 360.647.8111 Kitsap Region • 5451 N.W. Newberry Hill Road, Suite 101 • Silverdale, WA 98383 • Phone 360.698.6787 • Fax 360.692.1919 Visit our website: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Inc. of such intended use. Based on the intended use of the report, Materials Testing & Consulting, Inc. may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the client or anyone else will release Materials Testing & Consulting, Inc. from any liability resulting from the use of this report by any unauthorized party. We sincerely appreciate the opportunity to be of service to you on this project and look forward to offering our services again. If you should have any questions concerning this report, please contact the undersigned at your convenience. Respectfully Submitted, MATERIALS TESTING & CONSULTING, INC. Medhanie " cle, P.E. WABO Technical Director Page 2 of 2 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 SW Region • 2118 Black Lake Blvd. S.W.• Olympia, WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW Region • 805 Dupont St, Suite 5 • Bellingham, WA 98226 • Phone 360.647.6061 • Fax 360.647.8111 Kitsap Region • 5451 N.W. Newberry Hill Road, Suite 101 • Silverdale, WA 98383 • Phone 360.698.6787 • Fax 360.692.1919 Visit our website: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Compression Test: Concrete: Report #C200821 CLIENT Northwest Restaurants, Inc. PROJECT LOCATION 16350 W Valley Highway Tukwila WA Inspection Information: Inspection Date: 02/22/2019 Time Onsite: 10:16 Weather AM Conditions: DATE 02/22/2019 PERMIT # D18-00224 ' Overcast 40's Inspection Performed: I Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: I Freezer slab 1 Sample Location: Mid -load taken at hopper at 3 cubic yards Contractor:( Subcontractor: L _ _ ] Supplier/Plant-Miles Qty Placed, cu.!---„, Slump, Inches (ASTM C-143) or W/C Ratio: 6.0 Concrete Temp, °F (ASTM C-1064): Yd.: Delivery Ticket !186945 #:4 Truck #: Air Content, % (ATSM C-231): Job Spec. Slump: ri M125 Batch Time: �25 am Sample Time: 10:00 am Mix # and Proportions: Cement, lbs.: Flyash, lbs.: Job Spec. Air: Na 55 Ambient Temp, °F: [ 1 Min Temp, °F: L Max Temp, °F: L151cd10 1675 Water, gals.: 65.7 Fine Agg, lbs.: (4180 Coarse Agg, lbs.: X7/8 4400 Coarse Agg, lbs.: Pea 1540 Coarse Agg, lbs.: Coarse Agg, lbs.: 10 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Type of Compression Test: Received 02/25/2019 Sample Set 1 of 1 Lab Tests: New Test Date of Total Sample Age Load Dim. Log # (Days) Test (Lbs.) (In.) L1461 11 7.j1L)3/01/2019 1462 i 28 03/22/2019 85,921j1 4.00 L1463 j 28 J 03/22/2019 90,947 [-4T00 1464 [^ 28 03/22/2019iL85,7761 4.00 REQ'D ;28 ] 68,726 4.00 Sample Comp. Area Strength (Sq. In.) (PSI) 5,470 12.56 J 6,840 i L12.56 7,240 12.56 j 6,830 12.56 11 1 4000 1 Admixture, oz./cwt: b poly 103 -1 Admixture, oz./cwt::Glenium 92 Admixture, oz./cwt: Mb NC 436 Admixture, oz./cwt: `Concrete (ASTM C-39) Tested By Break ASTM ASTM Type C-617 C-1231 Meghan Blodgett -Carrillo it 2 1 Meghan Blodgett -Carrillo J Meghan Blodgett -Carrillo i Meghan Blodgett -Carrillo 2 2 2 0 Remarks: Reinforcement was in place per plan see report F200814 for additional information. Concrete was placed via truck chute and hand screeded. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Taco Bell - Tukwila - 18B363, 02/22/2019, #C200821, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Average psi at 28 days = 6970 Images: UPLOADED: 02/22/2019 10:21:30 REPORTED BY: John Silk REVIEWED BY: Cheryl Meredith, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham Silverdale 360.647.6111 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Taco Bell - Tukwila - 18B363, 02/22/2019, #C200821, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Proprietary Anchors: Report #P197961 CLIENT Northwest Restaurants, Inc. PROJECT LOCATION 16350 W Valley Highway Tukwila WA Inspection Information: Inspection Date: 12/13/2018 Inspection Performed: Field Data: Base Material: co Concrete ® Cracked Thickness in inches: Time Onsite: 8:00 Weather Conditions: DATE 12/13/2018 PERMIT # D18-00224 Indoors, 50A° (Proprietary Anchors Specified Compressive Strength in psi: Hole Data in inches: Depth: i3" Edge Distance: [] End Distance: IN Clean O Drilled 0 Cored Mechanical Anchor Data: Type: Length in inches: Diameter in inches: L_] Adhesive Anchor Data: Product Name: Diameter: 15/8 Spacing: [16 o.c 1 Torque (Ft. lbs.): L 1 0 Setting Tool Present r— 1 iHILTI HIT-HY 200A 4 L Location: bowels for Slab Cut Out (Sink, Electrical and Bathroom) �! Number of anchors: 60+ Anchor Length in Inches: X24 Batch #: (1700 09 L2 Exp. Date / Shelf Life: 08/2019 — 1 Anchor Diameter in Inches: F/2 - 1 El Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER -3187) Reason for Inspection: ❑ Intentionally omitted during original placement Shown on plans or specs 0 Re -inspection* ® Needs Engineer's review and acceptance* El Reinforcing Bar El Holes properly cleaned prior to epoxy installation Remarks: RECEIVED CITY OF TUKWILA APR 1 8 2019 - - PERMIT CENTER - ;MTC on site as requested to visually inspect the installation of dowels into existing slab cut outside for Electrical Line, 'Sink and Bathroom. Upon arrival, MTC observed holes that were previously drilled were not cleaned. The depth for all :holes were also drilled at 3" compared to the engineers specifications in the plans (Engineer calls for #4x1' @16" o.c. ea. Way with a min. 6" embed.). MTC observed contractor clean out the holes drilled by brush and a hand air pump and was .found to he cleaned thoroughly. Contractor was informed of the engineers specs for dowels per plan but the contractor proceeded to install the dowels based on the manufacturers specs of 2-3/4" minimum (HILTI HIT-HY 200A ESR 3187). MTC also noted that the dowels being used were #4x2' and was told by contractor that the bar would then be cut afterwards. MTC noted to contractor that the engineer will need to approve the changes the contractor made based on the , •manufacturers specs. *Reviewed and approved by EOR GDP group via email dated 12/17/18* Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Taco Bell - Tukwila - 18B363, 12/13/2018, #P197961, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 12/13/2018 09:34:51 UPLOADED: 12/13/2018 09:35:23 Floor Cut Out for Electrical UPLOADED: 12/13/2018 09:35:58 Floor Cut Out for Sink 10 ' 11 Jtsr. aeratt J fK V/ FIIo11 UPLOADED: 12/13/2018 09:36:31 Floor Cut Out for Bathroom UPLOADED: 12/13/2018 09:37:09 Plan Detail REPORTED BY: Vince Garbarino REVIEWED BY: Kevin Walters, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Taco Bell - Tukwila - 18B363, 12/13/2018, #P197961, Page 2 of 2 1rltaLGl mill 1 G3 Ling LX. illi:. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Proprietary Anchors: Report #P201157 CLIENT Northwest Restaurants, Inc. DATE 03/01/2019 PROJECT LOCATION 16350 W Valley Highway Tukwila WA PERMIT # D18-00224 Inspection Information: Inspection Date: Time Onsite: 11:30 Weather 03/01/2019 AM Conditions: Inspection Performed: Field Data: Base Material: ® Concrete 0 Cracked Thickness in inches: Proprietary Anchors L {Indoor L Specified Compressive Strength in psi:1_ Hole Data in inches: Depth: 5 5/8" Edge Distance: 1 End Distance: [ __ _ _J Diameter: 3/4" Spacing: 0 Clean O Drilled 0 Cored Mechanical Anchor Data: Type: I _ Length in inches: _-11 Diameter in inches: T 1 Torque (Ft. lbs.): 1 0 Setting Tool Present Adhesive Anchor Data: Product Name: LIT HY-200 Batch #: 170009L2 1 Location: Cooler door anchors _ — Exp. Date / Shelf Life: 08/2019 Number of anchors: 2 J Anchor Length in Inches: `6" J Anchor Diameter in Inches: '5/8" 1 O Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER -3187) Reason for Inspection: S▪ hown on plans or specs O Re -inspection* 0 Threaded Rod Remarks: ❑ Intentionally omitted during original placement ❑ Needs Engineer's review and acceptance* 0 Holes properly cleaned prior to epoxy installation MTC was on site as scheduled to inspect installation of 2 hold downs for freezer door. Refer to detail 1 on S4.0. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: RECEIVED ^ITY OF TUKWILA MAR 062019 PERMIT CENTER Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 lV1Qivl 1413 1 G31,111g LX. l.V1l3U11111g, illi;. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 03/01/2019 11:59:10 REPORTED BY: Kristen Hannon REVIEWED BY: Kevin Walters, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Compression Test: Concrete: Report #C200821 - DRAFT CLIENT Northwest Restaurants, Inc. PROJECT LOCATION 16350 W Valley Highway Tukwila WA Inspection Information: Inspection Date: Time Onsite: 10:16 Weather 02/22/2019 AM Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: 1 FFreezer slab Sample Location: 11/lid-load taken at hopper at 3 cubic yards Contractor: C— Subcontractor: [ - Qty Placed, Cu. 3 ' Yd.: Delivery Ticket -' 186945 #: , Truck #: M125 Batch Time: 9:25 am Sample Time: 110:00 am Mix # and Proportions: Cement, lbs.: 11 5 Flyash, lbs.: Water, gals.: 65.7 _ Fine Agg, lbs.: /1 0 DATE 02/22/2019 PERMIT # D18 - Overcast 40's ;Supplier/Plant: Miles Slump, Inches (ASTM C-143) or W/C Ratio: ; 6.0 Concrete Temp, °F (ASTM C-1064): [5-51 1151cd10 Job Spec. Slump: I Air Content, % (ATSM C-231): I Na Job Spec. Air: I 1 Coarse Agg, lbs.: 17/8 4400 Coarse Agg, lbs.: Pea 1540 _ Coarse Agg, lbs.: Coarse Agg, 7_10 Gallons of water were added El Prior to sampling Sample Type & Compression Test Results: Received 02/25/2019 Sample Set 1 of 1 Type of Compression Test: Ambient Temp, °F: 1 L Min Temp, °F: Max Temp, °F: Admixture, oz./cwt: Mb poly 103 Admixture, oz./cwt: Glenium 92 Admixture, oz./cwt: Mb NC 436 Admixture, oz./cwt:[ ` RECEIVED -- Concrete (ASTM tffyOF TU KW I LA Lab Tests: New Test Date of Total Sample Sample Comp. Log # Age Test Load Dim. Area Strength Tested By (Days) (Lbs.) (In.) (Sq. In.) (PSI) 1461 i,[ 7 ,1 03/01/2019 j168,726�[ 4.00 i[ 12.56 1-5,470 1.-Meghan Blodgett -Carrillo 2 , 0 1462 ][. 28_ 03/22/201911 li 11- 7{ �[� t 0 ❑ T28 {03/22/2019]1 ][ -TSL- ___F Jr -7—T—", ❑ • 1464 1 28 ;[03/22/2019.[ I ir jr 0 i ❑ nl MAR 0 4 2019 RABMITNCENTRR Type C-617 C-1231 1463 1465 H '[ 11 REQ'D 4000 ',1 ❑ Remarks: Reinforcement was in place per plan see report F200814 for additional information. Concrete was placed via truck chute Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting and hand screeded. Images: UPLOADED: 02/22/2019 10:21:30 REPORTED BY: John Silk REVIEWED BY: , Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Compression Test: Concrete: Report #C200803 - DRAFT CLIENT Northwest Restaurants, Inc. PROJECT LOCATION 16350 W Valley Highway Tukwila WA Inspection Information: Inspection Date: 02/21/2019 Inspection Performed: Time Onsite: 12:00 Weather PM Conditions: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Freezer foundation and base slab Sample Location: Truck chute Contractor: Master Construction Corp Subcontractor. Qty Placed, Cu. 8.5 Yd.: Delivery Ticket 212454 Truck #: M132 Batch Time: 12:36 Sample Time: 1:22 DATE 02/21/2019 PERMIT # D18-06124 wit Clear Supplier/Plant: Miles 202 Slump, Inches (ASTM C-143) or W/C Ratio: 5.75 Concrete Temp, °F (ASTM C-1064): 65 Job Spec. Slump: 6 Air Content, % (ATSM C-231): Job Spec. Air: Mix # and Proportions: 15LCD10 Cement, lbs.: 4755 Coarse Agg, lbs.: 12240 Flyash, lbs.: 400 Coarse Agg, lbs.: 4140 Water, gals.: 229 Coarse Agg, lbs.:. Fine Agg, lbs.: 11940 @ 7.06% Coarse Agg, lbs.: 10 Gallons of water were added 21 Prior to sampling Sample Type & Compression Test Results: Received 02/22/2019 Sample Set 1 of 1 Lab Tests: New Test Date of Total Age Load Log # (Days) Test (Lbs.) 1426 7 ,02/28/1919 68,48.6 1427 28 03/2-1/016- 1428 28 03/21/1919 1429 28 03/21/1919 1430 H _ 1430A FC 02/26/2019 46,189 REQ'D 28 REPORTED BY: Kevin Walters Type of Compression Test: Sample Sample Comp. Dim. Area Strength (In.) (Sq. In.) (PSI) 4.00 12.56 5,450 Ambient Temp, °F: 44 Min Temp, °F: Max Temp, °F: Admixture, oz./cwt: MB POLY: 312 oz Admixture, oz./cwt: Glenium: 264 oz Admixture, oz./cwt: MB NC: 616 oz Admixture, oz./cwt: RECEIVED Concrete (AST11JW OF TUKWILA Tested By Meghan Blodgett -Carrillo 4.00 12.56 3,680 Meghan Blodgett -Carrillo 4000 REVIEWED BY: , FEB 2 8 2019 PPRM iQEN 'iER Type C-617 C-1231 0 0 0 0 ❑ O ❑ 0 ❑ 0 0 181 0 0 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Taco Bell - Tukwila - 18B363, 02/21/2019, #C200803, Page 1 of 1 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Field Report: Concrete: Report #F200814 CLIENT Northwest Restaurants, Inc. DATE 02/22/2019 PROJECT LOCATION 16350 W Valley Highway Tukwila WA PERMIT # D18-0,9-224— Inspection Information: OoLL( Inspection Date: 02/22/2019 Time Onsite: 9:22 Weather am Conditions: Inspection Performed: Concrete Clear Subcontractor: Continuous or Periodic: Continuous Sheets: S1.0 Location/Area: Freezer topping slab Details: 1+2/S4.0 Level/Elevation: Foundation Approved Plans Dated: 12/31/1969 Remarks: Observed the placement of 8.5 cubic yards of concrete mix design #15LCD10 into the freezer topping slab at the location noted above. One set of 6- 4" x 8" cylinders were cast for compression strength test specimens, see report #C200821. RECEIVED CITY OF TUKWILA Concrete was placed via truck chute and hand screeded. FEB 2 8 2019 Reinforcing steel was of proper size, grade, lap, spacing, location, clearance, and secure prior to placement of concrete. PERMIT CENTER Work performed, that was visually inspected, was found to be in conformance with project plans. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 02/22/2019 09:37:12 UPLOADED: 02/22/2019 09:53:02 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham 360.534.9777 360.647.6111 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: www,mtc-inc.net Taco Bell - Tukwila - 18B363, 02/22/2019, #F200814, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting REPORTED BY: John Silk REVIEWED BY: Kevin Walters, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Taco Bell - Tukwila - 18B363, 02/22/2019, #F200814, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 186363 - Compression Test: Concrete: Report #C200803 - DRAFT CLIENT Northwest Restaurants, Inc. PROJECT LOCATION 16350 W Valley Highway Tukwila WA Inspection Information: Inspection Date: 02/21/2019 Time Onsite: 12:00 Weather PM Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Freezer foundation and base slab Sample Location: Truck chute Contractor: Master Construction Corp Subcontractor: Qty Placed, Cu. 8.5 Yd.: Delivery Ticket 212454 Truck #: M132 Batch Time: 12:36 Sample Time: 1:22 Mix # and Proportions: Clear Slump, Inches (ASTM C-143) or W/C Ratio: 5,75 Job Spec. Slump: 6 Air Content, % (ATSM C -231):1 - Job -231):1 - Job Spec. Air: Cement, lbs.: 4755 Flyash, lbs.: 400 Water, gals.: 229 Fine Agg, lbs.: 11940 @ 7.06% 15LCD10 Coarse Agg, lbs.: 12240 Coarse Agg, lbs.: 4140 Coarse Agg, lbs.: Coarse Agg, lbs.: L 10 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 02/22/2019 Sample Set 1 of 1 Lab Tests: New Test Age Log # (Days) Date of Test 1426 7 02/28/1919 Total Sample Load Dim. (Lbs.) (In.) 1427 28 03/21/1919 1428 ' 28 03/21/1919 1429 28 03/21/19.19 1430 H 1430A FC 02/26/2019 46,189 REQ'D 28 REPORTED BY: Kevin Walters Type of Compression Test: Sample Comp. Area Strength (Sq. In.) (PSI) DATE 02/21/2019 PERMIT # D18-00-2-24-00 Li - Supplier/Plant: Miles 202 Concrete Temp, °F (ASTM C-1064): Ambient Temp, °F: Min Temp, °F: Max Temp, °F: Admixture, oz./cwt: MB POLY: 312 oz Admixture, oz./cwt: Glenium: 264 oz Admixture, oz./cwt: MB NC: 616 oz Admixture, oz./cwt: Concrete (ASTALOECEIVED OF TUKIN1I. FEB 2 7 2019 PERNIITVENTEW Type C-617 C-1231 Tested By 4.00 12.56 - 3,680 Meghan Blodgett -Carrillo 4000 REVIEWED BY: , 0 0 0 0 0 0 2 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 65 44 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Proprietary Anchors: Report #P200759 CLIENT Northwest Restaurants, Inc. PROJECT LOCATION 16350 W Valley Highway Tukwila WA Inspection Information: Inspection Date: 02/21/2019 Inspection Performed: Field Data: Base Material: 0 Concrete 0 Cracked Thickness in inches: Time Onsite: 9:30 Weather Conditions: Proprietary Anchors [Clear, 40A° DATE 02/21/2019 PERMIT # D18 02)4 Specified Compressive Strength in psi: [_ 1 Hole Data in inches: Depth: ;6 Edge Distance: J End Distance:_ - 0 Clean O Drilled 0 Cored Diameter: 15/8 Spacing: `12 o.c. Mechanical Anchor Data: Type: Length in inches: [ ] Diameter in inches: F-1 Torque (Ft. lbs.): L<J 0 Setting Tool Present Adhesive Anchor Data: Product Name: HIT HY 200 Location: 'Cooler slab slip dowels T1 Batch #: !1700 09 L2 ] Exp. Date / Shelf Life: ;08/2019 _ 1 Number of anchors: 8+ Anchor Length in Inches: 12 Anchor Diameter in Inches: '1/2/2 1 0 Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER -3187) Reason for Inspection: 0 Intentionally omitted during original placement Shown on plans or specs 0 Re -inspection* 0 Needs Engineer's review and acceptance* 0 Reinforcing Bar 0 Holes properly cleaned prior to epoxy installation Remarks: I MTC was onsite per request of contractor to inspect and observe the placement of 8+ (#4x1' LG. Smooth Dowels @ 12" o.c) into existing slab for the Cooler Rat Slab. RECEIVED Installation conformed to plans. CITY OF TUKWILA FEB 26 2019 To the best of MTC inspector's knowledge, the above-dEsWWorgds"eiormed in general accordance with project specifications and approved plans. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 02/21/2019 13:36:29 UPLOADED: 02/21/2019 13:36:46 UPLOADED: 02/21/2019 13:37:05 REPORTED BY: Vince Garbarino REVIEWED BY: Kevin Walters, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham Silverdale Tukwila 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Taco Bell - Tukwila - 18B363 - Field Report: Visual Soil Inspection: Report #F200536 CLIENT Northwest Restaurants, Inc. PROJECT LOCATION 16350 W Valley Highway Tukwila WA Inspection Information: Inspection Date: 02/18/2019 Inspection Performed: Report Profile: ® Same Day Call In Comments: Time Onsite: AM 9:30 Weather Conditions: Visual Soil Inspection DATE 02/18/2019 PERMIT # -13481110-24— D IV-OCY)..1 i3}$11@DIV-ooa1 37*F, ciouc y ECEIVED CITY OF TUKWILA FEB 21 2019 ERMIT CENTER Sheets/details: S1.0 foundation plan and notes, S4.0 details 1&2 (no geotechnical report was available) Location: Slab and footings, cooler addition on east side of existing building Elevations: Bottom of slab and footings, see plans MTC representative arrived onsite as requested for visual soil inspection of undisturbed native subgrade material for continuous footing and slab for the cooler. The native soil appeared to be a brown to gray silty sandy gravel (hard pan). The material was evaluated with a 1/2" diameter T -probe and found to be suitably firm and unyielding with an average penetration of approximately 1 inch. Some shallow standing water was present in the footing but the underlying material was firm and unyielding. A 4 -inch layer of 1 1/4" minus crushed gravel was placed on top of the native soil and compacted with a vibratory plate compactor. To the best of MTC representative's knowledge, all work performed today was in accordance with project specifications and approved plans. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 02/18/2019 10:38:35 UPLOADED: 02/18/2019 11:20:41 REPORTED BY: Liam Horner REVIEWED BY: Kevin Walters, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 N 1/40 N 0 o^ oa, tria T -0 3 y .. 7 0 tO 3 CO CO ID 698Z£03 :ON lied 0 3 8 L/6 L/L :ilea L -L01758£ :oN Pafaad DJ O m N-1 0 z 'bS og :Ionpy 5 * E 7 0 O Dm =- Q co 0 r cQD . o -n co ? a n 41U1* = =n -� Cr)"'Qm 0 cDCD a E cn� a = _co_1•3 NJ ° crNu 0- 01 vai le uWo wwoO c SI w m Fri 3 O> N m p Cr a. IT1 "iis? Q . cp "<= 0 C, am cg o 01 CZ° 11111111 S' —-I�n N 0 iv Et co cn cn 44 m xmco .*v rn E 23 a :SNOI1VOI3IO3dS 1V213N39 cn Z/ 02 mm -m z m mmO XJ DCD m mm 71 Dm �Z —DI n mm m Z r STRUCTURAL CALCULATIONS TB—Tukwila, WA (16350 W. Valley Highway) November 17th, 2017 2017088.36 ArlA GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, Ohio 44311 • PHONE 330-572-2100 • FAX 330-572-2101 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 5 2018 PERMIT CENTER D1'oo4 Wood Beam Lic. # : KW -06004426 Description : Header- North Wall Door Opening CODE REFERENCES File = 0:1201712017088136-TUK-11STRUCT--11TBTUKW-1.EC6 ENERCALC, INC. 1983-2015, Build:6.15.10.6, Ver:6.15.10.6 Licensee : GPD ASSOCIATES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : Spruce - Pine - Fir : No. 1/No. 2 Beam Bracing : Completely Unbraced Load from existing roof above Fb - Tension 875.0 psi Fb - Compr 875.0 psi Fc - Pril 1,150.0 psi Fc - Perp 425.0 psi Fv 135.0 psi Ft 450.0 psi D(0.1) 0(0.41) Lr(0.41) S(0.7175) E : Modulus of Elasticity Ebend- xx 1,400.0ksi Eminbend - xx 510.0 ksi Density 26.210 pcf 3-2x10 Span = 4.10 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load .D = 0.020, Lr = 0.020, S = 0.0350 ksf, Tributary Width = 20.50 ft, (roof)' Uniform Load : D = 0.010 ksf, Tributary Width = 10.0 ft, (wall above) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.437 1 3-2x10 482.32 psi 1,104.54psi +D+S+H 2.050ft Span #1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.011 in Ratio = 0.000 in Ratio = 0.019 in Ratio = 0.000 in Ratio = 4455 0 <360 2604 0 <240 0.367: 1 3-2x10 56.92 psi 155.25 psi +D+S+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios M V Cd CFN Ci Cr Cm Ct CL Moment Values M fb F'b Shear Values V fv F'v +D+H Length = 4.10 ft +D+L+H Length = 4.10 ft +D+Lr+H Length = 4.10 ft +D+S+H Length = 4.10 ft +D+0.750Lr+0.750L+H Length = 4.10 ft +D+0.750L+0.750S+H 1 0.232 0.195 0.90 1.100 1.100 1 0.209 0.175 1.00 1.100 1.100 1 0.301 0.253 1.25 1.100 1.100 1 0.437 0.367 1.15 1.100 1.100 1 0.268 0.225 1.25 1.100 1.100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.07 200.39 1.07 200.39 1.93 361.49 2.58 482.32 1.72 321.22 0.00 864.83 0.00 960.74 0.00 1200.36 0.00 1104.54 0.00 1200.36 0.00 0.00 0.66 0.00 0.66 0.00 1.18 0.00 1.58 0.00 1.05 0.00 0.00 23.65 0.00 23.65 0.00 42.66 0.00 56.92 0.00 37.91 0.00 0.00 121.50 0.00 135.00 0.00 168.75 0.00 155.25 0.00 168.75 0.00 Wood Beam Lic. # : KW -06004426 Description : Load Combination Header- North Wall Door Opening Max Stress Ratios Segment Length Span # M V Cd C FN File = 0:1201712017088136-TUK-11STRUCT-11TBTUKW-1.EC6 ENERCALC, INC. 1983-2015, Build:6.15.10.6, Ver:6.15.10.6 Licensee : GPD ASSOCIATES Moment Values Shear Values Ci Cr Cm C t CL M fb F'b V fv F'v Length = 4.10 ft 1 0.373 0.313 1.15 1.100 1.00 1.00 1.00 1.00 1.00 2.20 411.84 1104.54 1.35 48.61 155.25 +D+0.60W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.10 ft 1 0.131 0.109 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.07 200.39 1535.41 0.66 23.65 216.00 +D+0.70E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.10 ft 1 0.131 0.109 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.07 200.39 1535.41 0.66 23.65 216.00 +D+0.750Lr+0.750L+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.10 ft 1 0.209 0.176 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.72 321.22 1535.41 1.05 37.91 216.00 +D+0.750L+0.7505+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.10 ft 1 0.268 0.225 1.60 1.100 1.00 1.00 1.00 1.00 1.00 2.20 411.84 1535.41 1.35 48.61 216.00 +D+0.750L+0.750S+0.5250E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.10 ft 1 0.268 0.225 1.60 1.100 1.00 1.00 1.00 1.00 1.00 2.20 411.84 1535.41 1.35 48.61 216.00 +0.60D+0.60W+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.10 ft 1 0.078 0.066 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.64 120.24 1535.41 0.39 14.19 216.00 +0.60D+0.70E+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.10 ft 1 0.078 0.066 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.64 120.24 1535.41 0.39 14.19 216.00 Overall Maximum Deflections Load Combination Span Max. "- Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H 1 0.0189 2.065 0.0000 Vertical Reactions Support notation : Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 2.516 2.516 Overall MINimum 0.627 0.627 +D+H 1.046 1.046 +D+L+H 1.046 1.046 +D+Lr+H 1.886 1.886 +D+S+H 2.516 2.516 +D+0.750Lr+0.750L+H 1.676 1.676 +D+0.750L+0.750S+H 2.149 2.149 +D+0.60W+H 1.046 1.046 +D+0.70E+H 1.046 1.046 +D+0.750Lr+0.750L+0.450W+H 1.676 1.676 +D+0.750L+0.750S+0.450W+H 2.149 2.149 +D+0.750L+0.7505+0.5250E+H 2.149 2.149 +0.60D+0.60W+0.60H 0.627 0.627 +0.60D+0.70E+0.60H 0.627 0.627 D Only 1.046 1.046 Lr Only 0.841 0.841 L Only S Only 1.471 1.471 W Only E Only H Only Page 2 of 11 Wood Beam Lic. # : KW -06004426 Description : Header- Freezer/Cooler Door Opening CODE REFERENCES Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties File = 0:1201712017088136-TUK-1\STRUCT-1\TBTUKW-1.EC6 ENERCALC, INC. 1983-2015, Build:6.15.10.6, Ver:6.15.10.6 Licensee : GPD ASSOCIATES Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : Spruce - Pine - Fir Wood Grade : No. 1/No. 2 Beam Bracing : Completely Unbraced Load from existing mansard roof above Applied Loads - Uniform Load D = 0.020, Lr = 0.020 ksf, Tributary Width = 3.50 ft, (roof))\ Uniform Load : D = 0.010 ksf, Tributary Width =10.0 ft, (wall above) DESIGN SUMMARY Fb - Tension 875.0 psi Fb - Compr 875.0 psi Fc - PrII 1,150.0 psi Fc - Perp 425.0 psi Fv 135.0 psi Ft 450.0 psi 0.1) i i i i i D(0.07i 0.071 01111111111111111111, 3-2x10 Span = 4.667 ft E : Modulus of Elasticity Ebend- xx 1,400.0ksi Eminbend - xx 510.0ksi Density 26.210 pcf Service loads entered. Load Factors will be applied for calculations. Desi. n OK Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.102 1 Maximum Shear Stress Ratio 3-2x10 Section used for this span 122.17psi fv : Actual 1,199.96psi Fv : Allowable +D+Lr+H Load Combination 2.333ft Location of maximum on span Span # 1 Span # where maximum occurs 0.002 in Ratio = 0.000 in Ratio = 0.006 in Ratio = 0.000 in Ratio = 30969 0 <360 9032 0 <240 0.080: 1 3-2x10 13.55 psi 168.75 psi +D+Lr+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Span # M V Cd CFN Ci Cr Cm C t CL Moment Values M fb F'b Shear Values V fv F'v +D+H Length = 4.667 ft +D+L+H Length = 4.667 ft +D+Lr+H Length = 4.667 ft +D+S+H Length = 4.667 ft. +D+0.750Lr+0.750L+H Length = 4.667 ft +D+0.750L+0.7505+H 1 0.100 0.079 0.90 1 0.090 0.071 1.00 1 0.102 0.080 1.25 1 0.078 0.062 1.15 1 0.094 0.074 1.25 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.46 86.54 0.46 86.54 0.65 122.17 0.46 86.54 0.61 113.26 0.00 864.63 0.00 960.49 0.00 1199.96 0.00 1104.20 0.00 1199.96 0.00 0.00 0.27 0.00 0.27 0.00 0.38 0.00 0.27 0.00 0.35 0.00 0.00 9.60 0.00 9.60 0.00 13.55 0.00 9.60 0.00 12.56 0.00 Page 3 of 11 0.00 121.50 0.00 135.00 0.00 168.75 0.00 155.25 0.00 168.75 0.00 Wood Beam Lic. # : KW -06004426 Description : Load Combination Header- Freezer/Cooler Door Opening Max Stress Ratios File = 0:1201712017088 \36-TUK-1\STRUCT-11TBTUKW-1.EC6 ENERCALC, INC. 1983-2015, Build:6.15.10.6, Ver:6.15.10.6 Licensee : GPD ASSOCIATES Moment Values Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v Length = 4.667 ft 1 0.078 0.062 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.46 86.54 1104.20 0.27 9.60 155.25 +D+0.60W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.667 ft 1 0.056 0.044 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.46 86.54 1534.74 0.27 9.60 216.00 +D+0.70E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.667 ft 1 0.056 0.044 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.46 86.54 1534.74 0.27 9.60 216.00 +D+0.750Lr+0.750L+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.667 ft 1 0.074 0.058 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.61 113.26 1534.74 0.35 12.56 216.00 +D+0.750L+0.750S+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.667 ft 1 0.056 0.044 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.46 86.54 1534.74 0.27 9.60 216.00 +D+0.750L+0.750S+0.5250E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.667 ft 1 0.056 0.044 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.46 86.54 1534.74 0.27 9.60 216.00 +0.60D+0.60W+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.667 ft 1 0.034 0.027 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.28 51.92 1534.74 0.16 5.76 216.00 +0.60D+0.70E+0.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.667 ft 1 0.034 0.027 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.28 51.92 1534.74 0.16 5.76 216.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr+H Vertical Reactions 1 0.0062 2.350 0.0000 Support notation : Far left is #1 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 0.560 0.560 Overall MINimum 0.163 0.163 +D+H 0.397 0.397 +D+L+H 0.397 0.397 +D+Lr+H 0.560 0.560 +D+S+H 0.397 0.397 +D+0.750Lr+0.750L+H 0.519 0.519 +D+0.750L+0.750S+H 0.397 0.397 +D+0.60W+H 0.397 0.397 +D+0.70E+H 0.397 0.397 +D+0.750Lr+0.750L+0.450W+H 0.519 0.519 +D+0.750L+0.750S+0.450W+H 0.397 0.397 +D+0.750L+0.750S+0.5250E+H 0.397 0.397 +0.60D+0.60W+0.60H 0.238 0.238 +0.60D+0.70E+0.60H 0.238 0.238 D Only 0.397 0.397 Lr Only 0.163 0.163 L Only S Only W Only E Only H Only Page 4 of 11 Check lateral load on East wall opening to freezer/cooler. Find holdown size to use on either side of opening: aakP (1954 (2 4 12,75,P 1Z A 14- 055'/. :3730; lbs roo-1' rks. P5-14!:\w1/40N, 4a JW; Y 12l" 5 OPO .C.?A 294'1 s:c\fj' 1331 0,7,1 7753 �►( 115 ppp�ox. l� idtown AT%GfnOr CL r oY;+^^r4z, feASSo: ah lioldow N,seh 1oU5 ".$bs 2..S = 4-065 ?Li CQpGci , OE S' r//4F 0A -D1 -,5e4. V- O1 t4r?ekt ) . W:= 2OeJ 5:55Y$ 3743 + ID IP - 072.754i 4Oa4 ( S V = %91 1b5/2 — . 44.c117 s (do4ex) Ya sex , plywood • . 2 p 2x4 C� Ib / o,c, • . a y .� 5611 3:71), brr4r4 , :. psrr I I/11 5c 3psf' Page 5 of 11: Check Hilti anchor at holdown: www.hilti.us Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.6.6 Taco Bell Tukwila 11/21/2017 Specifiers comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: Geometry [in.] & Loading [Ib, in.lb] Tension load- see page 5 Existing concrete stem wall to be field verified HIT-HY 200 + HIT -Z 5/8 hef,ad = 5.625 in. (het.limit = - in.) DIN EN ISO 4042 ESR -3187 6/1/2016 1 3/1/2018 Design method ACI 318-11 / Chem - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fc' = 2500 psi; h = 16.000 in., Temp. short/long: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar 4W, 14,T -14 2,n SAFE -'ET HPut Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 6 of 11 www.hilti.us Profis Anchor 2.6.6 Project: Taco Bell Tukwila Sub -Project I Pos. No.: Date: 11/21/2017 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2211 0 0 0 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load Load Nua [Ib] Capacity 4 N,, [Ib] Utilization DN = Nua/(1) Nn Status Steel Strength* 2211 13849 16 OK Pullout Strength* 2211 13904 16 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 2211 2943 76 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value Nsa Nua Variables Ase,N [in.2] refer to ICC -ES ESR -3187 ACI 318-11 Table D.4.1.1 fate [psi] 0.23 Calculations Nsa [Ib] 21306 Results Nsa [Ib] 21306 94200 3.2 Pullout Strength Npn = Np ? a Npn 2 Nua Variables k q steel 0.650 Nsa [lb] 13849 refer to ICC -ES ESR -3187 ACI 318-11 Table D.4.1.1 Np [Ib] 1.000 21391 Calculations Results Npn [Ib] 21391 4 concrete 0.650 4 Npn [Ib] Nua [Ib] 2211 13904 Nua [Ib] 2211 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 7 of 11 www.hilti.us 1-111�T1 Profis Anchor 2.6.6 Project: Sub -Project I Pos. No.: Date: Taco Bell Tukwila 11/21/2017 3.3 Concrete Breakout Strength Nth (ANc ANw) W ed,N W c,N W cp,N Nb 4) Nth Z Nue ANG see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 — 9 /"If 1 � Wec,N= 1+2eN551.0 3 he/ W ed,N = 0.7 + 0.3 (1.5ca,minhe) 5 1.0 W cp,N = MAX(Ca,min 1.5hef\ 5 1.0 Cac 9 Cac J Nb =kG7,, a'hefs Variables hef [in.] 5.625 ACI 318-11 Eq. (D-3) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) ec,,N [in.] ec2,N [in.] Ca,min [in.] 0.000 0.000 4.000 Cac [in.] kc a, a fc [psi] 8.438 17 1.000 2500 W c,N Calculations ANG [in.2] ANco [in.2] W ecl,N W ecz,N 135.00 284.77 1.000 1.000 Results Nab [Ib] (11, concrete 4) Nab [Ib] Nua [Ib] 4528 0.650 2943 2211 1.000 W ed,N W cp,N Nb [lb] 0.842 1.000 11340 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 8 of 11 www.hilti.us 1■■11`.TI Profis Anchor 2.6.6 Project: Sub -Project I Pos. No.: Date: Taco Bell Tukwila 11/21/2017 4 Shear Toad Load Vua [Ib] Capacity 4 Vn [Ib] Utilization Jv = Vua/$ V. Status Steel Strength* N/A N/A N/A N/A Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)* N/A N/A N/A N/A Concrete edge failure in direction ** N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 5 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The c factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 9 of 11 www.hilti.us 1 -III -'TI Profis Anchor 2.6.6 Project: Sub -Project I Pos. No.: Date: Taco Bell Tukwila 11/21/2017 6 Installation data Anchor plate, steel: - Profile: - Hole diameter in the fixture: - Plate thickness (input): - Recommended plate thickness: - Drilling method: Hammer drilled Cleaning: No cleaning of the drilled hole is required 6.1 Recommended accessories Drilling Cleaning Anchor type and diameter: HIT-HY 200 + HIT -Z 5/8 Installation torque: 708.060 in.lb Hole diameter in the base material: 0.750 in. Hole depth in the base material: 7.875 in. Minimum thickness of the base material: 9.625 in. Setting • Suitable Rotary Hammer • No accessory required • Dispenser including cassette and mixer • Properly sized drill bit • Torque wrench Coordinates Anchor in. Anchor x y C.x c+x cif C.,, 1 0.000 0.000 - 4.000 4.000 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 10 of 11 Existing truss check (@ new RTU): Existing Load: NOTE: THE EXISTING ROOF CONSTRUCTION IS TO BE FIELD VERIF[ED AND FURTHER. ENGINEERING EVALUATION IS NEEDED TO VERIFY THE. ASSUMPTIONS MADE. Loa with RTU -1: zcO W= by ;a lob % RTU -1 is +337 Ibs greater than original RTU weight 337/8= 43 Ibs. 4175 hat Isa5 R7d v ') By inspection, trusses at RTU=2 are OK as well' because the unit; increase fs less (+154 Ibs) and spread over as many trj.isses (4). .-107(37.5) (19?5)- 43(1;25) k («o (31,, s) Lk ray= a(o lbs r _^aivssaro vovol5� ZdGa <5%:Ok M 2049 3-188125 i fsxieo, j 9 $a 3.4% Page 11of 11 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov COMMERCIAL T.I. - MULTI -FAMILY ALTERATION DOCUMENTS ❑ Completed Construction Permit Application ❑ Plan Review Fee — contact the Permit Center for fee estimate 206-431-3670. ❑ Metro: Non -Residential Sewer Use Certification if there is a change in the number of plumbing fixtures. O Food service establishments. Approval of plans and final acceptance of the permit from the King County Department of Public Health is a requirement after final inspection approval of the associated permits issued by the City. O Washington State Department of Labor and Industries valid contractor's license required at time of permit issuance. O Current City of Tukwila business license required at time of permit issuance. PLANS — 4 sets of working drawings *Minimum size 11" x 17" to maximum size of 24" x 36"; all sheets shall be the same size. *All drawings shall be at a legible scale and neatly drawn. *All drawings and structural calculations shall be prepared and stamped by a registered architect or professional engineer licensed in the State of Washington. O Cover Sheet 1. Index to drawings (list all drawings and sheet number) 2. Site address and parcel number (if previously assigned) 3. Project description. 4. Occupancy classification per International Building Code. 5. Building area (square footage of all floors and area of work) 6. Vicinity map showing location of site ❑ Site Plan (Building site plan and utility plans are to be combined) 1. North arrow. 2. Property lines, dimensions, setbacks, name of adjacent roads and any proposed or existing easements. 3. Parking analysis of existing and proposed capacity; proposed stalls with dimensions. 4. Location of driveways, parking, loading and service areas. 5. Recycle collection location and area calculations. Location and screening of outdoor storage (change of use only) 6. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond the property boundary. 7. Identify location of sensitive area slopes 15% or greater, wetlands, watercourses and their buffers (change of use only). 8. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species, which are to be removed and saved. 9. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only). 10. Location and gross floor area of existing structure with dimensions and setback. 11. Lowest finished floor elevation (if in flood control zone). 12. See Public Works checklist for detailed civil/site plan information required for Public Works review. O Floor Plan: show location of tenant space with proposed use of each room labeled. Indicate proposed construction of tenant space or addition and walls being demolished. O Overall building floor plans with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisle ways, include dimensions of height, length and width of racks. Structural calculations are required for rack storage eight (8) feet and higher. NOTE: a separate rack permit is required. W:\Pcrm t Center'Applicattons-Handouts\Perrmt Handouts\2016-02 Commercial T1 -MF Alterabon.docx Page 1 of 2 Revised: February 2016 City of Tukwila March 25, 2019 Department of Community Development RAFIA DARWISH 400 N 34TH ST, SUITE 216 SEATTLE, WA 98103 RE: Correction Letter #1 to Revision #1 DEVELOPMENT Permit Application Number D18-0024 TACO BELL - 16350 WEST VALLEY HWY Dear RAFIA DARWISH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - R DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • For trees and plants planted in parking lot landscape island, structural soils (Cornell University "CU" product or similar) must be used to a preferred depth of 36 inches, to promote root growth and provide structural support to the paved area. Minimum soil volumes for tree roots shall be 750 square feet per tree (see specifications and sample plans for CU -Structural Soils). Trees and other landscape materials shall be planted per specifications in "CU Structural Soils — A Comprehensive Guide" or using current BMPs subject to administrative review and approval of the technical information report (TIR.) Suspended pavement systems (Silva Cells or similar) may also be used if approved. Include this detail on civil plans. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0024 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 August 07, 2018 City of Tukwila Department of Community Development RAFIA DARWISH 400 N 34TH ST, SUITE 216 SEATTLE, WA 98103 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D18-0024 TACO BELL - 16350 WEST VALLEY HWY Dear RAFIA DARWISH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING - C DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Landscaping Plan as reflected in approved Design Review Application L18-0041 will need be included with Development Permit. Non -conforming monument sign will need to be removed or replaced to conform with Conditions of Approval for Design Review application. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0024 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 19, 2018 Raffia Darwish 400 N 34th St — Suite 216 Seattle, WA 98103 RE: Request for Application Extension #1 Permit Number D18-0024 Dear Rafia Darwish, This letter is in response to your written request for an extension to Application Number D18-0024. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through January 25, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, (-_---0Bill Rambo Permit Technician File: Permit No. D18-0024 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Sent: To: Cc: Subject: Allen Johannessen Wednesday, June 6, 2018 4:07 PM Darwish, Rafia Minnie Dhaliwal; Maxwell Baker; Rachelle Ripley; Bill Rambo RE: D18-0024 Taco Bell Remodel You will need to contact one of the permit techs (Bill Rambo or Rachelle Ripley in the permit center to assist you with this issue. Respectfully, Allen Johannessen Building Plans Examiner City of Tukwila 206-433-7163 AI.Johannessen(a�TukwilaWA.gov RECEIVED CITY OF TUKWILA JUN 062018 PERMIT CENTER From: Darwish, Rafia <rdarwish@gpdgroup.com> Sent: Wednesday, June 6, 2018 4:03 PM To: Allen Johannessen <AI.Johannessen@TukwilaWA.gov> Cc: Minnie Dhaliwal<Minnie.Dhaliwal@TukwilaWA.gov>; Maxwell Baker <Max.Baker@TukwilaWA.gov> Subject: D18-0024 Taco Bell Remodel Good afternoon, I received a letter regarding expiration of the building permit application for the above referenced project. I'd like to request an extension of this application as it is currently in Design Review under land use permit L18-00!1. Thank you, Rafia Darwish, El, LEED AP BD+C Project Coordinator GPD GROUP Glaus. Pyle. Schomer Burns & DeHaven, Inc. 400 North 34th St., Suite 216 Seattle, WA 98103 gpdgroup.com tel / 206-204-7450 cel / 330-603-4782 fax / 330-572-3792 AKRON / ATLANTA / CHARDON / CLEVELAND / COLUMBUS / DALLAS / HOUSTON / INDIANAPOLIS / LOUISVILLE / MARION / PHOENIX / SEATTLE / YOUNGSTOWN Confidentiality Notice. This email message. including any attachments is for the sole use of the intended recipient(s) and may contain confidential and privileged information Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender oy email and deiete at copies of the original rncssagc Please consider Me environment before printing this email. Request for Extension # 1 Current Expiration Date: -7'2-5— 18 Extension Request: 'l I - Approved for /1---d days Denied (provide explanation) Signature/Initials 6/1/2018 0 0 City of Tukwila Department of Community Development RAFIA DARWISH 400 N 34TH ST, SUITE 216 SEATTLE, WA 98103 RE: Permit Application No. D18-0024 TACO BELL 16350 WEST VALLEY HWY Dear RAFIA DARWISH, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 1/25/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 7/25/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 'I ache a Rip ey Permit Technician File No: D18-0024 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ��.GPD GROUP Professional Corporation Rachelle Ripley Permit Technician City of Tukwila 6300 Southcenter Blvd. Suite #100 Tukwila, WA 98188 206-431-3670 Re: Taco Bell —16350 West Valley Highway Seattle Office 400 North 34th Street Suite 216 Seattle, WA 98103 tel 206.467.2621 www.gpdgroup.com March 14, 2018 Ms. Ripley, GPD is in receipt of your plan review comments dated February 12, 2018 and we are addressing each comment as follows: Planning (Max Baker): 1. Building elevations showing proposed alterations following construction need to be submitted with application. Response: The elevations show all proposed alterations. A colored rendering is included for reference. 2. Rear freezer is to be located in a currently landscaped area. Clarify how remaining landscaping will be impacted and provide planting plan if new landscaping is proposed. Response: No new landscaping is proposed. A calculation of the existing landscaping considering the proposed freezer/cooler is shown on the site plan. The site includes approximately 2,320 SF of interior landscaping. 3. Provide cost breakdown of exterior improvements vs. interior improvements. Any exterior repair, reconstruction, cosmetic alterations or improvements, when the cost of that work exceeds 10% of the building's current assessed valuation, will be subject to design review (the cost of repairs to or reconstruction of roofs screened by parapet walls is exempt). Response: exterior alteration valuation = $226,000 exceeding 10% of the King County assessed value of $919,000. Design review is required and an application is included. If you require any additional information, please contact me at 206-204-7450 or email at rdarwish@gpdgroup.com. ATAAAAA-L-- CORRECTION Rafia Darwish, El, LEED AP BD+C LTR# Project Coordinator GPD Group 206-204-7450 ti IS-oozy RECEIVED CITY OF TUKWILA MAR 15 2018 PERMIT CENTER King County peoartment Assessments 500 Fourth Avenue Suite ADM - A5 -0708 Seattle. WA 96104 Office Hours: Mon - Fri 8:30 a.m. to 4:30 p.m. TEL: 206- 296-7300 FAX: 206- 296-5107 TTY: 206- 296-7888 1124371 Home How do 1... Services About King County Departments King County Department of Assessments Fair. Equitable, and Understandable Property Valuations et? in Assessor Prnpem T.0 11111 1I:qp rla. Props;. n1 I ern. Prupen} 1/110)4 ADVERTISEMENT PARCEL Parcel Number252304-9083 Name NWR REALTY LLC Site 16350 WEST VALLEY HWY 98188 Address LOT 1 OF RENTON SHORT PLAT NO 084-85 REG NO 8702039008 SD SHORT PLAT DAF -POR OF GLS 2 & 11 & HENRY MEADER DC NO 46 IN NW 114 OF STR 25-23-04 BEG INTSN OF C/L OF WEST VALLEY HWY WITH N LN OF S 210 FT OF SD GL 11 PROD W TH S 87-52-29 E ALG SD WLY PROD 31.37 FT TO • E MGN OF SD HWY & TPOB TH N 07-42-24 W ALG SD MGN 805.95 FT TO S LN OF CITY OF SEA BOW Legal LK PIL RNV TH S 87-06-30 E ALG SD RNV 265.74 FT TO WLY LN OF PUGET SOUND EL RR RM/ TH S 01-21-49 E ALG SD WLY RIW LN 792.02 FT TO N LN OF SD S 210 FT OF GL 11 TH N 87-52-29 W ALG SD N LN 176.3 FT TO TPOB LESS POR LY N OFA LN PLW & 5 FT N WHEN MEAS AT RIA FR FOLG DESC LN -BAAP OF INTSN OF S LN OF SD HENRY MEADER DC & C/L OF WEST VALLEY HWY TH N • 08-52-00 W ALG CIL OF SD HWY 48.98 FT TH S 85-29-57 E 41 48 FT TO ELY MON OF SD HWY & TPOB TH CONTG S 85-29-57 E 229.32 FT M/1. TO WLY MGN OF SD PS RR RNV & TERMINUS OF SD LN BUILDING 1 Year Built Building Net Square Footage Construction Class Building Quality - Lot Size - 1993 2196 WOOD FRAME AVERAGE 46855 Present Use , Restaurant(Fast 'Food) Views ..- No Waterfront TOTAL LEVY RATE DISTRIBUTION Tax Year: 2018 Levy Code: 2426 Total Levy Rate: 513.56629 Total Senior Rate: 57.35409 Sona. 4421907 34 CA 241864 2151•. -11n416121. 0.45 .04. 3.37% -LCrsn. 041130 J 04'•. 0,15.04-040 I . Zif-3';7409-11'4743:',0e,;!:. ood 0 911,7451;.3 1008 •r. RST ;PVD 015511 114-. Pun,z 1JS18 1004. C44r43.132725 9. Pe: 49.55% Voter Approved Click here to see levy distribution comparison by year. Srr 543440 F„ r- 251630 21 50 TAX ROLL HISTORY Valued 1 Tax i Appraised Land Appraised Imps Appraised Taxable Land Taxable Imps Taxable Year i Year 1 Value (5) Value (9) Total (5) Value (5) Value (5) Total (5) 2017 12018 1866,800 52,200 919,000 1866,800 52,200 919,000 2016 2017 1866,800 _ 52200 -919,000 866,800 ;52,200 919,000 2015----12016 ;796,500_ -_,--.,168200-_-_-__---__---{865,000---,--„1796,50068,500Y-.. ,,. 865200 2014 ,42015 1796,500 1149,700 -+846,200 1796,500 149,700 646,200 2013 12014 !796,500 49,700 1846,200 1796200 149300 846,200 2012 2013 ;796,500 32,200 ;828,700 1796,500 132 200 1828,700 t 4-=--- r I- = 7- 2011 12012 ;796,500 L1,000 1797,500 1796 500 11,000 797,500 2010._12011_ ;796,500 11,000 -----797,500 1796T 4-_500 1 __---------� ,000-------- 797,500 2009 12010 1796,500 ;4,600 1801,100 1796,500 14,600 801,100 2008 12009 1749,600 11,400 1751,000 1749,600 11,400 1751,000 2007 12008 ;749,600 1,000 x750,600 749,600 750,600 )_____4 ). - ____F -+ •111,000 Dt8- oozy Reference Links: Kina County Taxing Districts Codes and Levies ( PDF) King County Tax Lints properly Tax Advisor Washington State peoartment of Revenue (Extemal link) Washington State Board of Tax Aooeals (External link) Boaro a Aooeals/Eaualization Districts Reoort IMaP Recorder's Once Scanned images of surveys and other mao documents ADVERTISEMENT RECEIVED CITY OF TUKWILA MAR 15 2018 PERMIT CENTER 2006 2005 2004 2003 2002 2007 1.749,600 1,000 2006 7749,600 11,000 2005 1749,600 -_----__f 1,000 2004 1749,600 11,000 r_____ .�.____ 2003 1749,600 • 57,800 -1 1750,600 1750,600 1750,600 ;750,600 1807400 .. _ 749,600 749,600 749,600 1749,600 T1,000 1,000 1,000 !1,000 757,800 1750,600 1750,600 1750600 750,600 �____________ 1807,400 2001 2000 1999 1998 1997 J1998 1996 1994 1992 1990 1988 1987 2002 ''749,600 2001 749,600 __________--_..__.__________________ _t_ 2000 1656,000 11999 1656,000 10 11997 :00 1995 0_ --_-LL 1993 10 1991 10 1989 !0 1988 10 __1_L_ _l0 157,800 157,800 1151,400 1151,400 ;0 0 _ _ 0 10 !807,400 1807400 1807,400 ,807,400 10 10 0 -----------. t 10 10 j0 10 749,600 749,600 .� !656,000 !656,000 1656,000 1399,100 . 656,000 1655,900 1468,500 1210,800 173,600 _10 i 57,800 157,800 ;151,400 1151,400 1151,400 807,400 1807,400 -4__ ,807,400 1807,400 1807,400 1151,400 1550,500 1-____------_Y ;151,400 807,400 _ __ _ 1655,900 10 7468,500 10 210,800 1 0 `73,600 1986 1987 !0 10 i0 73,600 I0 173,600 Updated: March 17, 2016 Share Tweet Email Print ADVERTISEMENT Information for... Residents Businesses Job seekers Volunteers King County employees Do more online Get help Trip Planner Property tax information & payment Jail Prate look uo Parcel viewer or it>tap Public records lore onbie too s Stay connected' View King County social media Contact us Costonier service Phone list Employee directory Subscribe to alerts ® King County, WA 2018 Privacy Accessibility Terms of use City of Tukwila Department of Community Development February 12, 2018 RAFIA DARWISH 400 N 34TH ST, SUITE 216 SEATTLE, WA 98103 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0024 TACO BELL - 16350 WEST VALLEY HWY Dear RAFIA DARWISH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. 1. Building elevations showing proposed alterations following construction need to be submitted with application. 2. Rear freezer is to be located in a currently landscaped area. Clarify how remaining landscaping will be impacted and provide planting plan if new landscaping is proposed. 3. Provide cost breakdown of exterior improvements vs. interior improvements. Any exterior repair, reconstruction, cosmetic alterations or improvements, when the cost of that work exceeds 10% of the building's current assessed valuation, will be subject to design review (the cost of repairs to or reconstruction of roofs screened by parapet walls is exempt). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, ZiplIbrkv-) ey I Permit Technician File No. D18-0024 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 cZRM1T COORD COP% PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0024 DATE: 03/27/19 PROJECT NAME: TACO BELL SITE ADDRESS: 16350 WEST VALLEY HWY Original Plan Submittal Response to Correction Letter # 1 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division b \ 1J1:141 Public Works Fire Prevention Structural 141 ire Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/28/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/25/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: 12/18/2013 hrlVid 1 UUhi) 1/4,0Ur PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0024 DATE: 03/15/19 PROJECT NAME: TACO BELL REMODEL SITE ADDRESS: 16350 W VALLEY HWY Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: A &A - Building IYvision Public Works (6)-1-1 kg to/A- 321, mowBC,ri12-3- -1 Fire Prevention Planning Division . Structural ❑ Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable fl (no approval/review required) DATE: 03/21/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/18/19 Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ P1ngN PW D Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0024 DATE: 10/12/18 PROJECT NAME: TACO BELL SITE ADDRESS: 16350 WEST VALLEY HWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works Fire Prevention Structural u MajkWO VI (6' Planning Divison ❑ Permit Coordirlator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/18/18 Structural Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/15/18 Approved Corrections Required n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 RRMIT MORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0024 DATE: 03/15/18 PROJECT NAME: TACO BELL SITE ADDRESS: 16350 WEST VALLEY HWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division n Public Works n Fire Prevention Structural MO o �3 Cori -3-1 g ❑ Planning Division ❑ Permit Coordinator M PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/17/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q CORRECTION LETTER MAILED: 6 `7'4 8 Departments issued corrections: Bldg 0 Fire 0 Ping. PW 0 Staff Initials: 12/18/2013 GPERMIT COORD COPY S PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0024 DATE: 01/31/18 PROJECT NAME: TACO BELL SITE ADDRESS: 16350 W VALLEY HWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AIAJC S-5 Building Division IT Public Works Fire Prevention Structural NLre Covert )-)-18 Planning Division al ❑ Permit Coordinator n PRELIMINARY REVIEW: DATE: 02/01/18 Not Applicable ri Structural Review Required (no approval/review required) REVIEWERCS INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 03/01/18 ❑ Approved with Conditions ❑ (corrections enteredinReviews) Notation: S'l'i C1r--ef.1 Denied (ie: Zoning Issues) REVIEWERcS INITIALS: DATE: Permit Center Use Only /1A197\ l n' `C( CORRECTION LETTER MAILED: /1A1!/I 1 V Departments issued corrections: BIdg 0 Fire ❑ Ping PW ❑ Staff Initials: 142" 12/18/2013 PROJECT NAME: SITE ADDRESS: To t I t(p3 Woe- UA1I REVISION LOG PERMIT NO: Ail ( 00221 ORIGINAL ISSUE DATE: (( 6 REVISION NO. DATE RECEIVED STAFF INITI LS/ ISSUED D ' ` E STAFF INIT LS 2)-rs-r `� Summary of Revision: Received by: '. Summary of Revision: 1e -C c.1. PS 1 "1 ) l , / Received b :L.,, . ;yri...,-}, /A / 1' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: 5131 11 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 01,2,— ('(>2_4 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: T oqo Ze,NDd1f2 Project Address: i A35O \ j. (p,� Contact Person: Summary of Revision: Phone Number: Q -E-(\)(Actl to i k 6 r1 Ae_ c� + S\A.e* 0 RECEIVED CITY OF TUKWIL . MAR 27 201' PERMIT GES L Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.:;ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 3115 1 is Plan Check/Permit Number: D18-0024 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: TACO BELL Project Address: 16350 W VALLEY HWY Contact Person: fiU OQ.vw\S\A- i pp Summary of Revision: c`oo? dee ofv fr.ed Ke,s\-mse eke pule 4 n2,1-0 i s krec )v'e 1 pry ten. 0 (c(lA \ (Ubm -1 ed a,v\Inkl. Phone Number: 2.©b -2_04'1451D RECEIVED CITY OF 1UKWILA MAR 15 2018 PERMIT CENTER Sheet Number(s): M . n "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W4Permit Center (Brenda)1Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03.14.19 Plan Check/Permit Number: DR18-0024, L18-0041 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Taco Bell Remodel Project Address: 16350 W. Valley Hwy. Tukwila, WA 98188 Contact Person: Rafia Darwish Phone Number: 206-204-7450 Summary of Revision: Moving the previously proposed landscape islands one consolidated island at the north side of the property to avoid a conflict with a shallow underground detention system. Landscape islands cannot be in the previous location based on conversations between the GC and Tukwila Public Works. RECEIVED CITY Of TUKWILA. MAR 15 2019 PERMIT CENTER Sheet Number(s): Bulletin #1 - C1.0, C2.0, L1.0 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: J-- Entered in TRAKiT on —1S--11 W:\Permit Center \ Templates \ Forms \Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.uov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1� I2 1 Qi ❑ Response to Incomplete Letter # • Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Plan Check/Permit Number: D18-0024 Project Name: TACO BELL Project Address: 16350 W VALLEY HWY Contact Person: RO "Ql' GL Dat/A-1) \ Summary of Revision: RECEIVED CITY OF TUKWILA OCT 12-2018 PERMIT CENTER Phone Number: 7©cu - 2 V-4— 7 (-1,51) -fir v.eferexlce. -Rion clyieS a -1 � oak ck,(Ne wviudecl Sheet Number(s): ('.2.0) (J . 0r S lr{{ i� �1- ppt "Cloud" or highlight all areas of revisionJiincluding date of revision hio Received at the City of Tukwila Permit Center by ❑ Entered in TRAKiT on W:1Pcrmit Center (Brenda)1FormslPermit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 n,tIC.P11-14/k) — -411:«t' MASTER CONSTRUCTION CORPc 1-lome Espanol Contact: Safety & Health Claims & Insurance Washington State Department of IA Labor & Industries Page 1 of 3 Search L&I A -Z Index help My L&I Workplace Rights Trades & Licensing MASTER CONSTRUCTION CORP Owner or tradesperson Principals TAYLOR, RICHARD ROMMEL, PRESIDENT TAYLOR, LINDA KATHERINE- BUDIZU, SECRETARY Doing business as MASTER CONSTRUCTION CORP WA UBI No. 600 335 282 14900 INTERURBAN AVE SOUTH SUITE 271 SEATTLE, WA 98168 206-763-4290 KING County Business type Corporation Governing persons RICHARD R TAYLOR LINDA K TAYLOR; 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. MASTEC*210MP Effective — expiration 07/17/1979— 08/04/2019 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 111572C $12,000.00 Received by L&I Effective date 07/05/2002 07/15/2002 Expiration date Until Canceled Insurance ................ _ ..... Berkley Assurance Company $1,000,000.00 Policy no. VUMB0179250 Received by L&I Effective date 07/17/2018 07/15/2018 Expiration date 07/15/2019 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600335282&LIC=MASTEC*210MP&SAW= 11/02/2018 MASTER CONSTRUCTION CORP Mt Hawley Ins Co f J $1,000,000.00 Policy no. MTH10000567 Received by L&I Effective date 07/10/2018 07/15/2018 Expiration date 07/15/2019 Insurance history Savings ................. _ .... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 18-2-10285-5SEA Complaint filed by ALASKA CASCADE FINANCIAL SERVICES INC Complaint date 04/27/2018 Dismissed Complaint against bond(s) or savings 111572C Complaint amount $1,860.00 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. NBATI00967 Issue date 05/13/2013 Violation city SEATTLE Type of violation CONSTRUCTION INFRACTION Description Subcontracting to or using an unregistered contractor. Master Construction Corp, hired suspended contractor, Steve Fischer Construction LLC to perform framing work at the above commercial property. Satisfied RCW/WAC 18.27.200(1)(e) RCW Violation amount $500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 421,298-00 ................................. Doing business as MASTER CONST CORP Estimated workers reported Pending current quarter filing L&I account contact TO / KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ................._..................................... This contractor received a valid strike(s) for violation or infraction for the following L&I law(s). Learn more about contractor strikes. RCW Violation 18.27.200 Description Failure to comply with contractor registration requirements, per RCW 18.27 Contractors not allowed to bid ........................................................................................ No debarments have been issued against this contractor. Effective Date 6/21/2013 Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600335282&LIC=MASTEC*210MP&SAW= 11/02/2018 MASTER CONSTRUCTION CORP Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/11/2017 Violations Inspection no. 317945410 Location 301 E Wallace Kneeland Blvd Shelton, WA 98584 Inspection results date 11/24/2015 Inspection no. 317938488 Location 1543 S. Burlington Blvd Burlington, WA 98233 Inspection results date 07/09/2014 Inspection no. 317383560 Location 1308 S. Burlington Blvd Burlington, WA 98233 No violations No violations Page 3 of 3 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600335282&LIC=MASTEC*210MP&SAW= 11/02/2018 JAPANESE PIERIS 0 LUYKEN LAUREL OCTOBER GLORY MAPLE KINNIKINNICK EXISTING PLANT LEGEND TREES EXISTING MAPLE TREE EXISTING CEDAR TREE EXISTING RHODODENDRON EXISTING JAPANESE PIERIS EXISTING OTTO LUYKEN LAUREL EXISTING HINO CRIMSON AZALEA DAY LILY EXISTING EXISTING KINNIKINNICK EXISTING LAWN AREA Minit PLANTER ISLAND SECTION TACO BELL 16350 WEST VALLEY HIGHWAY 2,200 SQUARE FEET (FOOTPRINT) ACCESS PROPOSED PLANT LEGEND SANITARY • SEWER • EASEK66.T BOTANICAL NAME TREES ACER RUBRUM'OCTOBER GLORY' SHRUBS COMMON NAME OCTOBER GLORY MAPLE SIZE & SPACING 2" CALIPER, SPACING PER PLAN 3 PIERIS FLORIBUNDA JAPANESE PIERIS 5 GALLON, 4' O.C. SPACING 8 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN LAUREL 3 GALLON, 3' O.C. SPACING 1 GALLON, 2' O.C. SPACING 13 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 0 10' 20' Scale: 1" = 20'-0" 40' 80' PLANTER ISLAND SECTION SCALE: 3/4"=l'-0" 2 x'S ROOT BALL IF TREE IS PLANTED IN LAWN AREA W w TREE STAKING DETAIL SCALE: NOT TO SCALE PLANNING APPROVED No changes can be made. to the plans without approval from the Planning Division of DCD Approved BY •...:..... .......... Date: 2-7-" -( No changes shall be made to the SCOW Of work wltnout prior approval of the Tukwila Building Division. NOTE: Revisions wilt require a new pl2r submittal and may Include additional plan re 11 1 750 CUBIC FEET OF CORNELL UNIVERSITY (CU) STRUCTURAL SOIL PRODUCT OR SIMILAR APPROVED BY THE CITY OF TUKWILA FILE C PY Permit No. fJ 1 r3- c 4 Plan review approval is subject to errors and omissions Approval of constructio documents does OI dU1h7aZe the viol. )1� :t < domed code or ordinance Receipt Field Copy and •nano ' / . edg ea: 2 1/2" UNFINISHED DRYWALL SCREW 2" x 2" x 4' UNTREATED LUMBER CROSS MEMBER. NOTE: CROSS MEMBER TO BE ORIENTED PARALLEL TO NORTH/ SOUTH BEARING AND SHALL BE PROPORTIONAL IN LENGTH TO ROOT BALL (4' MIN.) SET TIGHT TO TOP OF ROOT BALL. TREE - REF. PLANTING PLAN ROOT BALL 2" x 2" x 4' UNTREATED LUMBER STAKE WITH 18" TAPER. SET TIGHT TO ROOT BALL. LIMITS OF EXCAVATION PIT REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 27 2019 PERMIT CENTER CORRECTION LTR4 REVJSIOK.NO! a) .0 t3 tr Q et. co v as to _ O) � W J Z C or J 0 a:r tQ a N as Z• s, t/i • 1-4 C "0 Ri C J ttf 0 c J w W w 0 0 N N art z J 00 CO C7 to N U uJ 0 a_ E U C 0 -J L 0 w 2 0 0 0 1- 0 016 cc CC zW¢' 0 0 N S 0 K 0 CO 03 COZ CO 0 UTILITY EASEMENT co CL =�' o = ›-L� J "g, // I/i� LJ LU 2 -v r // 1 w N 71* 13 r w 0 15.0' El PA TYP,) ,- — \\ ebSirco - (TYP.)-1- ra t� (TYP. I O r II II II N8529571122932 +t TACO BELL 16350 WEST VALLEY HIGHWAY 6L.F.t P/ P/ LD!NGSET A K' 1 \ 5' BUILDING SETBACK �� ACCESS I) _ R=1030.00' D=10°00'03"__— ! P/L L=179.78' J 2L.F.t UJ STRANDER BLVD. (PUBLIC) (60' WIDTH) DEMOLITION PLAN 1"=20' CC co !I PA. - r SANITARY SEWER SEMENT 10 1"=20' Horizontal Scale in Feet LEGEND ##L.F.t 1 DEMOLITION KEYNOTE EXISTING ASPHALT TO BE SAWCUT AND REMOVED AT FULL DEPTH EXISTING CONCRETE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION DENOTES LIMITS OF SAWCUT 2 DEMOLITION KEYNOTES 0 0 e 0 EXISTING CURB TO BE REMOVED. EXISTING WALK/CURBED WALK/FROST SLAB TO BE REMOVED. EXISTING PATIO FURNITURE TO BE REMOVED AND RETURNED TO OWNER. REMOVE ALL SURFACE MATERIALS AND SUBGRADE WHICH DOES NOT MEET PROJECT REQUIREMENTS. GRADE AS REQUIRED TO REACH THE BUILDING ADDITION SLAB SUBGRADE ELEVATION. FINISH FLOOR OF ADDITION TO MATCH EXISTING. COMPACT THE SLAB SUBGRADETO 98% OF STANDARD PROCTOR MAXIMUM DRY DENSITY PER ASTM D-698. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT BE 2% ABOVE OR 3% BELOW OPTIMUM. REFER TO STRUCTURAL PLANS FOR FOUNDATION REQUIREMENTS AND SPECIFICATIONS. EXISTING UTILITY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING WALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING PAVEMENT MARKINGS TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING BUILDING TO REMAIN, BE PROTECTED THROUGHOUT CONSTRUCTION, AND MODIFIED PER ARCHITECTURE PLANS. NOTE: ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS UTILITIES, PAVEMENT, PAVEMENT MARKINGS, STRUCTURES, FENCES, LANDSCAPING, BOLLARDS, ETC. SHALL REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION UNLESS NOTED OTHERWISE, OR ARE REQUIRED TO BE MODIFIED, RELOCATED OR REMOVED FOR THE INSTALLATION OF PROPOSED IMPROVEMENTS. ALL DISTURBED FEATURES SHALL BE RESTORED OR RELOCATED AS REQUIRED TO THE SATISFACTION OF THE FEATURE'S OWNER. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2019 City of Tukwila BUILDING DIVISION GENERAL NOTES 1. CONTRACTOR SHALL SHALL FIELD VERIFY LOCATIONS OF ALL FEATURES (INCLUDING THOSE THAT MAY NOT BE SHOWN) PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH EXISTING SITE CCNDITIONS PRIOR TO BID. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IN WRITING IF ANY DISCREPANCIES EXIST. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO MISSING OR INCORRECTLY SHOWN INFORMATION SHOWN IF SUCH WRITTEN NOTIFICATION HAS NOT BEEN GIVEN. 2. THE LOCATIONS OF UNDERGROUND FACILITIES HAVE NOT BEEN SHOWN ON THE PLAN. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN EXCAVATING TO AVOID DAMAGING EXISTING UTILITIES. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITIES, WORK WITHIN THE RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE GOVERNING JURISDICTION AND SPECIFICATIONS. 6. THE CONTRACTOR SHALL SECURE THE WORK AREA WITH PROPER FENCING AND PROVIDE PUBLIC ACCESS DURING CONSTRUCTION. 7. PRIOR TO SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL SEDIMENT FILTER BAGS IN ALL EXISTING CATCH BASINS ADJACENT TO THE PROJECT AREA. CONTRACTOR SHALL PREVENT SILTATION FROM LEAVING THE SITE AT ALL TIMES. 8. CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPP MEASURES PROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR LAND ALTERATION. 9. THE CONTRACTOR SHALL PROVIDE A WASHOUT AREA FOR THE CONCRETE TRUCKS. THE AREA MUST BE AN EXCAVATED PIT LINED WITH PLASTIC, UPON COMPLETION OF WORK, THE WASTE CONCRETE, WATER, AND PLASTIC SHALL BE REMOVED AND THE EXCAVATION BACKFILLED, SEEDED, AND MULCHED. 10. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL CLEAN THE PAVED AREAS PRIOR TO REMOVAL OF TEMPORARY SEDIMENT CONTROLS, AS DIRECTED BY THE CITY AND/OR CONSTRUCTION/PROJECT MANAGER. IF POWER WASHING IS USED, NO SEDIMENT LADEN WATER SHALL BE WASHED INTO THE STORM SYSTEM. ALL SEDIMENT LADEN MATERIAL ON PAVEMENT OR WITHIN THE STORM SYSTEM SHALL BE COLLECTED AND REMOVED FROM THE SITE AT CONTRACTOR'S EXPENSE. 11. THESE PROJECT CONSTRUCTION DOCUMENTS SHALL NOT CONSTITUTE A CONTRACTUAL RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR OR THE ENGINEER AND THE SUBCONTRACTOR. 12. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION OR SAFETY MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES UTILIZED IN CONSTRUCTION BY THE CONTRACTOR OR SUBCONTRACTORS. 13. ALL EXTERIOR SITE SPECIFIC PORTLAND CONCRETE CEMENT SHALL MEET THE LATEST EDITION OF THE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR CURING AND INSTALLATION. THE MINIMUM P.C.C. ALLOWED IS 4000 P.S.I. AT 28 DAY, WITH AIR ENTRAINMENT MEETING THE DOT REQUIREMENTS. (CONTRACTOR SHALL REFER TO DETAILS WITHIN THIS DRAWING SET FOR ANY VARIATIONS TO THIS SPECIFICATION). 14. ALL EXTERIOR CURB SHALL HAVE EXPANSION JOINTS AT 100'-0" O.C, AND CONTROL JOINTS AT 10'-0" O.C. (UNLESS OTHERWISE SPECIFIED ON THE DETAIL SHEETS) ALL EXTERIOR WALK SHALL HAVE EXPANSION JOINTS AT 20'-0" O.C. AND CONTROL JOINTS @ 5'-0" MAX. O.C. (UNLESS OTHERWISE SPECIFIED ON THE DETAIL SHEETS). 15. ALL CONCRETE SHALL HAVE A MEDIUM TRANSVERSE FINISH. 16. CONTRACTOR SHALL UTILIZE BUTT JOINTS AT ALL LOCATIONS WHERE PROPOSED ASPHALT MEETS EXISTING PER DETAIL 9, SHEET C3.0. 17. ALL WALK, PAVEMENT, CURB DETAILS SHOWN ARE FOR TYPICAL MINIMUM LAYOUT/DIMENTIONAL PURPOSES ONLY. CONTRACTOR SHALL MATCH EXISTING ON SITE WALK, PAVEMENT, CURB IN KIND. 18. CONTRACTOR SHALL ADHERE TO ALL CURRENT ADA AND LOCAUFEDERAL REGULATIONS (WHICHEVER MORE STRINGENT) FOR ALL ACCESSIBLE ROUTES APPLICABLE FOR THE SUBJECT PROPERTY IMPROVEMENT. IF ANY DISCREPANCIES OCCUR, CURRENT ADA REGULATIONS AND LOCAL REGULATIONS TAKE PRECEDENCE OVER THE PROJECT SITE PLANS. 19. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES THROUGHOUT CONSTRUCTION. NEVI RECEIVED CITY OF TUKWILA 152019 PERMIT CENTER GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 ix BULLETIN #1 03.14.19 A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 BEL M7OH EXPLORER NOTES AND DE OLITIO PLOT DATE: PLA 3-14-19 UTILITY EASEMENT vl -o CO 0 p/L 53.0'. P/L R/ N85 29 7 5 "W 229.32' ll II II II �— —JJ II II l II 2 TACO BELL 16350 WEST VALLEY HIGHWAY] c0 Co 4-41 ILDING SETB p/L I II UJJ 80.1' 5' BUILDING SETBACK 1 11 ACCESS II _,________ II— it R=10330.00 —Ply J� __ __ _ ____. I D L=179.78' STRANDER BLVD. (PUBLIC) (60' WIDTH) SITE PLAN 1"=20' Pit pit. JI u_ o' _¢> occ �w II II 1 I II II II IIII I II 1 II II I II II J i i N SANITARY SEWER EASEMENT 20 0 1 "=20' Horizcntal Scale In Feet 40 LEGEND PROPOSED FULL DEPTH ASPHALT PER DETAIL 1, SHEET C3.0 AND THE FOLLOWING REQUIREMENTS (AD): BUILDING SETBACK REQUIRED PROVIDED FRONT: W. VALLEY HWY. REAR: EAST SIDE: NORTH SIDE: SOUTH 15.0' 5.0' 5.0' 5.0' 53.0' 80.1' 141.7' 31.8' LANDSCAPE AREA SQUARE FEET LANDSCAPE AREA REMOVED LANDSCAPE AREA ADDED ADDITIONAL LANDSCAPE 2 SITE PLAN NOTES 2 1. ALL PAVEMENT REPLACED SHALL MAINTAIN PROPER DRAINAGE AND SHALL NOT CAUSE WATER TO POND, 2. CURB HEIGHT TO BE A MINIMUM OF 4" AND NOT TO EXCEED 7". 3. G.G. TO VERIFY ADA ACCESSIBLE DESIGN CAN BE ACHIEVED WITH EXISTING CONDITIONS PRIOR TO PRE -CONSTRUCTION MEETING. 4. C.C.'S VENDOR TO SHOOT GRADES BEFORE FORMING AND POURING CONCRETE AND ASPHALT AT ANY ADA ACCESS. IF FOUND LAYOUT WILL NOT WORK AS NOTED ON PLANS, CONTACT PROJECT MANAGER. 5, G.G. WILL BE RESPONSIBLE FOR REPLACING LANDSCAPE OR ADJACENT FINISHES DAMAGED BY EXECUTION OF THEIR WORK. 6. CONTRACTOR SHALL ENSURE ALL SIDEWALK WITHIN ADA PATHWAYS DO NOT EXCEED 1/4 INCH IN VERTICAL DIFFERENCE PER ADA REQUIREMENTS. 7. ALL PAVEMENT MARKINGS DAMAGED / REMOVED AS A RESULT OF DEMOLITION / CONSTRUCTION ACTIVITIES SHALL BE REPAINTED NEW. 8, ALL JOINTSIGAPS OF THE PROPOSED WALK IN THE ACCESSIBLE ROUTE OF TRAVEL SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2 INCH IN DIAMETER. 9. SEE LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. VICINITY MAP N.T.S CONSTRUCTION KEYNOTES PROPOSED P.C.C. CURB, SEE DETAIL 2, SHEET C3.0. PROPOSED FROST SLAB, SEE DETAIL 3, SHEET C3.0. PROPOSED OUTDOOR SEATING, SEE ARCHITECTURE PLANS FOR MORE INFORMATION, PROPOSED BUILDING ADDITION, SEE ARCHITECTURE PLANS FOR MORE INFORMATION. • PROPOSED BOLLARD, SEE DETAIL 5, SHEET C3.0. • PROPOSED PLANTING AREA, SEE LANDSCAPE PLANS FOR MORE INFORMATION. • SIGN VENDOR TO REMOVE AND REPLACE DIRECTIONAL SIGN WITH CURRENT SPEC. SIGNAGE UNDER A SEPARATE PERMIT. ® SIGN VENDOR TO MODIFY EXISTING SIGN TO CONFORM WITH CURRENT CODE REQUIREMENTS. SIGNAGE UNDER A SEPARATE PERMIT. 45) DIProDzy VIS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 29 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 15 2019 PERMIT CENTER GPD GROUP Professional Corporation 520 South Maln Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 is BULLETIN #1 03.14.19 CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 BELL M7OH EXPLORER SITE PLAN C2.O PLOT DATE: 3-14-19 EXISTING PLANT LEGEND TREES EXISTING MAPLE TREE EXISTING CEDAR TREE EXISTING RHODODENDRON EXISTING JAPANESE PIERIS EXISTING OTTO LUYKEN LAUREL EXISTING HINO CRIMSON AZALEA EXISTING DAY LILY EXISTING KINNIKINNICK EXISTING LAWN AREA )G`Z't'1BACK J II IC°aye. _OTOBER GLORY MAPLE r KINNIKINNICK // TACO BELL 15350 WEST VALLEY HIGHWAY 2,200 SQUARE FEET (FCOTPRIAT) OTTO LUYKEN LAUREL JAPANESE PIERIS ACCESS PROPOSED PLANT LEGEND FILE COP'( Perm t o P OO' Plan review apprcvz.' is subj Approval of ccnmtru 't;on the violation of any a'opt of approved Field Cop By: Date: BOTANICAL NAME COMMON NAME SIZE & SPACING TREES 2 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY MAPLE 2" CALIPER, SPACING PER PLAN SHRUBS 4 PIERIS FLORIBUNDA JAPANESE PIERIS 5 GALLON, 4' O.C. SPACING 8 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 3 GALLON, 3' O.C. SPACING 1 GALLON, 2' O.C. SPACING 10 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 0 10' 20' 40' 80' Scale: 1" = 20'-0" 04\_00 w %(?)Ppo Yp ro LLt-1 —TfIrrr SEE PLANTING LIST FOR PLANT SPACING MULCH SET POT AT GRADE POTTED GROUNDCOVER PLANT PLANTING MIX AS SPECIFIED IN "SMALL SHRUB AND GROUNDCOVER PLANTING" SUBGRADE GROUNDCOVER PLANTING — SECTION son 1 1/2- = 0sago ammo DEPTH OF PLANT CONTAINER - ,111 11'-0"1 SPACING SEE PLAN MULCH EXISTING GRADE SHRUB BALL REMOVED FROM CONTAINER PLANTING MIX AS SPECIFIED IN "SMALL SHRUB AND GROUND COVER PLANTING" EXISTING SOIL SHRUB PLANTING —SECTION imml 1/2" = 1'-0" PLANTING MEDIA, REF. PLANS Ir» errors and omissions. tints does net cull -maze 3 cr crdincnca. Receipt ns 13 acknowladg ,d: MI of Tukwila BUILDING DIVISION li QU i'-,D FO Lyfpsctaanicai tiff Electrical C'P1umbmg lrGas Piping City of Tukwila BUU5' J ; DIVISION EXISTING SOIL SOIL -� 12" MIN. REVISIONS No changes shall h+? mine to the scope of work withot,, prior approval of Tukwila Building Division NOTE: F3V:3ior1 will require a ne•,v plan subm(ttaI and may in,;;luda ace iitional plan review fees EN NEN 0 2' TREE - REF. PLANTING PLAN CROWN OF ROOT BALL TO BE 1" ABOVE FINISH GRADE, REMOVE 1/2 TOP OF BURLAP AND CUT ALL WIRE STRAPS, EXPOSE FLARE. 3" THICK MULCH LAYER BY 3' DIA. MULCH RING AT TREES IN LAWN AREAS. DO NOT COVER ROOT FLARE. SCARIFY THE EDGE OF THE TREE PLANTING PIT PLANTING MEDIA - COMPACTED IN 9" LIFTS AS SPECIFIED IN SECTION "TREE PLANTING" ROOT BALL ans4TREE PLANTING IN PLANTER 1/2" = 2 x'S ROOT BALL IF TREE IS PLANTED IN LAWN AREA SECTION 0 2' 2 1/2" UNFINISHED DRYWALL SCREW 2" x 2" x 4' UNTREATED LUMBER CROSS MEMBER. NOTE: CROSS MEMBER TO BE ORIENTED PARALLEL TO NORTH/ SOUTH BEARING AND SHALL BE PROPORTIONAL IN LENGTH TO ROOT BALL (4' MIN.) SET TIGHT TO TOP OF ROOT BALL. TREE - REF'. PLANTING PLAN ROOT BALL 2" x 2" x 4' UNTREATED LUMBER STAKE WITH 18" TAPER. SET TIGHT TO ROOT BALL. UMITS OF EXCAVATION PIT TYPICAL TREE STAKING — PLAN 1/2" = 1'-0" 5111111115 0 DI(6-009)4- 2' PERMIT SET REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 20�1�8 • City of Tukwila BUILDING DIVISION CORRECTION LTR# RECEIVED CITY OF TUKWILA OCT 12 2018 PERMIT CENTER 4.0 CD • ''^^ v! 03 C • O) ..J • Z C ti Q c� J r 0 W 0 N U Li] 0 a 81(n Q 2 W a> J (') co 0 co cri 7 t6 0. 0. z 0 w w o: 0 co 0 N 0i 0 0 0 PROJECT: Tukwila 0w W LEGEND -0 r- UTILITY EASEMENT co w 0 15.0' -0 .' re \' . �5b �se\ Pa /( P/L N85°29'57"W 22932. // 1J —` UlCD NJ G SET ?/L =BACK GC I I P/L, II II II II II II TACO BELL 16350 WEST VALLEY HIGHWAY P/L ti I; II ItrX I co---1 i' rsa, 1 II II II it II II II 5' BUILDING SETBACK ACCESS II R=103�0.00""'"'_ — 716- 4 _ IF L=179,78' _ — _ STRANDER BLVD. (PUBLIC) (60' WIDTH) SITE PLAN 1"=20' SANITARY SEWER EASEMENT 0 20 10 40 1"=20' Horizontal Scale in Feet PROPOSED FULL DEPTH ASPHALT PER DETAIL 1, SHEET C3.0 AND THE FOLLOWING REQUIREMENTS (AD): BUILDING SETBACK REQUIRED PROVIDED FRONT: W. VALLEY HWY. REAR: EAST SIDE: NORTH SIDE: SOUTH 15.0' 5.0' 5.0' 5.0' 53.0' 80.1' 141.7' 31.8' LANDSCAPE AREA SQUARE FEET LANDSCAPE AREA REMOVED LANDSCAPE AREA ADDED 95 309 ADDITIONAL LANDSCAPE 214 SITE PLAN NOTES 1. ALL PAVEMENT REPLACED SHALL MAINTAIN PROPER DRAINAGE AND SHALL NOT CAUSE WATER TO POND. 2. CURB HEIGHT TO BE A MINIMUM OF 4" AND NOT TO EXCEED 7". 3. G.C. TO VERIFY ADA ACCESSIBLE DESIGN CAN BE ACHIEVED WITH EXISTING CONDITIONS PRIOR TO PRE -CONSTRUCTION MEETING. 4. G.C: S VENDOR TO SHOOT GRADES BEFORE FORMING AND POURING CONCRETE AND ASPHALT AT ANY ADA ACCESS. IF FOUND LAYOUT WILL NOT WORK AS NOTED ON PLANS, CONTACT PROJECT MANAGER. 5. G.C. WILL BE RESPONSIBLE FOR REPLACING LANDSCAPE OR ADJACENT FINISHES DAMAGED BY EXECUTION OF THEIR WORK. 6. CONTRACTOR SHALL ENSURE ALL SIDEWALK WITHIN ADA PATHWAYS DO NOT EXCEED 1/4 INCH IN VERTICAL DIFFERENCE PER ADA REQUIREMENTS. 7. ALL PAVEMENT MARKINGS DAMAGED / REMOVED AS A RESULT OF DEMOLITION / CONSTRUCTION ACTIVITIES SHALL BE REPAINTED NEW. 8. ALL JOINTS/GAPS OF THE PROPOSED WALK IN THE ACCESSIBLE ROUTE OF TRAVEL SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2 INCH IN DIAMETER. 9. SEE LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. VICINITY MAP N.T.S Tr CONSTRUCTION KEYNOTES 0 0 0 0 0 PROPOSED P.C.C. CURB, SEE DETAIL 2, SHEET C3.0. PROPOSED FROST SLAB, SEE DETAIL 3, SHEET C3.0. PROPOSED OUTDOOR SEATING, SEE ARCHITECTURE PLANS FOR MORE INFORMATION. PROPOSED BUILDING ADDITION, SEE ARCHITECTURE PLANS FOR MORE INFORMATION. PROPOSED BOLLARD, SEE DETAIL 5, SHEET C3.0. PROPOSED PLANTING AREA, SEE LANDSCAPE PLANS FOR MORE INFORMATION. SIGN VENDOR TO REMOVE AND REPLACE DIRECTIONAL SIGN WITH CURRENT SPEC. SIGNAGE SIGN VENDOR TO MODIFY EXISTING SIGN TO CONFORM WITH CURRENT CODE REQUIREMENTS. SIGNAGE UNDER A SEPARATE PERMIT. Know what's below Call before you dig. DID- O�2 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2018 ERMIT CENTER A AllreAL GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 l EXPIRES 04/16/2020 A ADDENDUM #1 10.11.18 Li A 0 0 CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 VAC® BELL M7OH EXPLORER SITE PLAN C2.O PLOT DATE: 10.11-18 xplorer Remodel For M7OH 350 W. Valley hwa A. ALL WORK SHALL CONFORM TO THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF TUKWILA AND COUNTY OF KING. B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED, C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS, A COPY IS ON FILE AT THE ARCHITECTS OFFICE. D. DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. FAILURE TO ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THE CONTRACTOR. E. INFORMATION CONCERNING EXISTING BUILDING STRUCTURE, SIZE, LOCATION OF EQUIPMENT, FINISHES, ETC. WAS OBTAINED FROM VARIOUS PLANS FOR CONSTRUCTION OF THE EXISTING BUILDING. EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS, HOWEVER ALL WORK MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL HELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATION AND/OR CORRECTION. F. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. G. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE YUM BRANDS REMODEL DESIGN ARCHITECT, IN WRITING, PRIOR TO INSTALLATION. H. THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION IN DEMOLITION OF EXISTING CONSTRUCTION. ANY ITEM STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION IN THIS DRAWING BUT NOT IDENTIFIED AS STRUCTURAL IN NATURE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO DEMOLITION. BY FAILURE TO DO SO, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH ACTION. I. G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED ARE PERMITS, ENCROACHMENT PERMIT, ETC. OWNER WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. G.C. REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN ATIMELY MANNER. J. G.C. SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. K. IT IS THE G.C.'S RESPONSIBILITY TO CONFIRM THE AVAILABLE "RESIDUAL" WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE OWNER IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. MINIMUM REQUIRED PRESSURE IS (TBD). L. THE GENERAL CONTRACTOR SHALL REMOVE EXISTING TRIM AND SURFACES AS REQUIRED TO PROVIDE A PLUMB AND TRUE SURFACE SUITABLE FOR THE APPLICATION OF NEW WALL FINISHES. M. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. N. THE CONTRACTOR SHALL SHORE AND/OR UNDERPIN EXISTING WORK AS REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'S RESPONSIBILITY IN THIS MATTER. DEFLECTION OF EXISTING TO BE LIMITED TO 1/8" IN ORDER TO MAINTAIN INTEGRITY OF STRUCTURE. O. SCOPE OF WORK AND SPECIFICATIONS DOCUMENTS -ARE INCLUDED AS CONTRACT DOCUMENTS FOR THIS PROJECT. IF THEY HAVE NOT BEEN PROVIDED TO YOU FOR THIS PROJECT PLEASE ASK OWNER OF THE OWNER'S REPRESENTATIVE FOR A COPY OF THE APPLICABLE SECTIONS. P. GC SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND EIFS WORK PERFORMED ON PROJECT AT THE CONCLUSION OF THE PROJECT. Q. AT LEAST ONE RESTROOM MUST REMAIN OPERATIONAL AT ALL TIMES. THE USE OF PORTABLE TOILETS BY TACO BELL EMPLOYEES WILL NOT BE PERMITTED. PROJECT GENERAL NOTES NAME 8'-4" ROOM NAME SHEET NUMBER ELEVATION NUMBER CEILING HEIGHT BLDG. SECTION LETTER 'F ---- BLDG. SECTION SHEET DETAIL NUMBER �-DIRECTION OF DETAIL �--- DETAIL SHEET ELEV REMODEL IMAGE REVISION NUMBER BLDG. HEIGHT REFERENCE POINT RI X <X-000> XX Ip ELEV. LEIIER ELEV. SHEET DOOR NUMBER WINDOW NUMBER / DECOR ITEM NUMBER EXTERIOR WALL FINISH NUMBER KEY NOTE EQUIPMENT NUMBER ROOM FINISH NUMBER INTERIOR ELEVATION DESIGNATION SHEAR WALL TYPE (STRUCTURAL) (X)0Xj 000) EQUIPMENT/ FIXTURE NUMBER (M.E.P.) WORK REQUIRED TO BRING STORE UP TO CURRENT REMODEL IMAGE STANDARDS. ADA NOTES (AD) WORK REQUIRED TO MAKE STORE 100% ADA COMPLIANT. CUSTOMER TOUCH POINT (CT) #c WORK REQUIRED BY FACILITES / OPERATIONS TO MEET CURRENT OPERATIONAL STANDARDS. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS NOT USED DESCRIPTION OF PROJECT: Facade Remodel, Accessibility changes to restrooms, new finishes and furniture at dining room. LEGAL JURISDICTION: CITY OF TUKWILA PERMIT CENTER BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (IBC), 2015 INTERNATIONAL MECHANICAL CODE (IMC), 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY AND VENTILATION AND INDOOR AIR QUALITY CODE, 2012 NATIONAL ELECTRICAL CODE (NEC) BUILDING AREA: 2,290 S.F. SEATING: 68 ZONING: C2 OCCUPANCY: A2 TYPE CONSTRUCTION: 58 ELECTRIC SERVICE: 600 AMPS / 3 - PHASE / 120/280 VOLT EXISTING BUILDING AREA AND OCCUPANT LOAD TYPE AREA FACTOR OCCUPANTS PUBLIC - DINING ROOM 924 S.F. 1:15 SF 61 QUEUING 40 S.F. 1:5 SF 8 RESTROOMS 160 S.F. 0 0 NON-PUBLIC 1093 S.F. 1:200 SF 5 WALK-IN COOLER 73 S.F. 1:300 SF 1 TOTAL 2290 S.F. 75 PROJECT SUMMARY OWNER NORTHWEST RESTAURANTS 18815 139TH AVE NEW SUITE C WOODINVILLE, VA 98072 CONTACT: ADAM SIBERT PHONE: 206-851-5095 CIVIL ENGINEER GPD GROUP PROFESSIONAL CORPORATION 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: RAFIA DARWISH PHONE: 330-572-2100 MECH. / ELEC. ENGINEER GPD GROUP PROFESSIONAL CORPORATION 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: RAFIA DARWISH PHONE: 330-572-2100 ARCHITECT GPD GROUP PROFESSIONAL CORPORATION 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: RAFIA DARWISH PHONE: 330-572-2100 PROJECT DIRECTORY NOT USED ADDENDUMS 1 2 6.0 0 r o 0 0 TITLE T1.0 TITLE SHEET SW1.0 SCOPE OF WORK MATRIX • STRUCTURAL S1.0 ROOF FOUNDATION PLAN & NOTES S2.0 ROOF FRAMING PLAN S4.0 SECTIONS AND DETAILS DEMOLITION D1.0 DEMOLITION FLOORPLAN D2.0 DEMOLITION REFLECTEDCEILING D3.0 DEMOLITION EXTERIOR ELEVATIONS PLAN ARCHITECTURAL A1.0 FLOOR PLAN A1.1 DOOR AND WINDOW ELEVATIONS A2.0 SEATING AND EQUIPMENT PLAN A3.0 ROOF PLAN AND SCHEDULES A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A6.0 FINISH DETAILS A6.1 CONSTRUCTION • • DETAILS A7.0 FINISH FLOOR PLAN A7.1 REFLECTED CEILING PLAN •-• 2 FSSEL A7.3 EISMIC CEI ING GR D PLAN, 7.4 EIS IC El NG DET IL SE TION, & 0 ES A .0 IN RI R TI S- DI A8.1 INTERIOR ELEVATIONS - ENLARGED A9.0 ARCHITECTURAL SITE PLAN G 0 • M RESTROOM PLAN ACCESSIBILITY ADA 1.0 ACCESSIBILITY REQUIREMENTS ADA 1.1 ACCESSIBILITY REQUIREMENTS PLUMBING • P1.0 PLUMBING PLAN & SCHEDULE MECHANICAL M2,0 MECHANICAL ROOF PLAN ELECTRICAL E1.0 LIGHTING PLAN & SCHEDULE E2.0 ELECTRICAL PLAN • • REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2a 2018 City of Tukwila BUILDING DIVISION SHEET INDEX vICI /'.- GPD GROUP Professional Corporation 520 South Maln Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A ADDENDUM #1 09.01.17 ADDENDUM #2 12.01.17 A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA98188 ACC!O RECEIVEDELL TV OF TUI bid JAN 2 5 nalPLORER ERMIT CENTER TITLE SHEET T1.0 PLOT DATE: 12-13-17 TITLE DESCRIPTION SUPPLIER MANUFACTURER'S MODEL A&D ITEM # ORDERED BY SHIPPED BY INSTALLED BY SHOP DRAWINGS 6200 Roof Access Ladder & Hatch (T50 only) Precision FL 184 (Ladder) & PLHG (Hatch) B-049 (Ladder) & B-050 (Hatch) DIS DIS GC 8341 Door - Security LockNet DU3670L52VED - RSCS RSCS GC 10290-1 Air Curtain (D/T Window) Marley E2400-1115FG B-151 DIS DIS GC 10290-2 Air Curtain (Service Door) Marley E4200-1175 B-150 DIS DIS GC Exterior Menu Board & Preview Board Housings Everbrite VARIES - CM (Company), CM or DIS (Franchise) Manufacturer Federal Heath Sign Co or GC X Order Matic Corporation VARIES Interior Menuboard VGS VGS #MB-MBD-I-10P L-016 DIS Manufacturer GC Exterior Menuboard Strip, Interior Menu Board Panels, POP Taco Bell Marketing (represents supplier "Archway") - - RSCS DIS OPS 10430 Signage (Bldg Signs, Road Signs, Directional Signs) Cummings Signs VARIES VARIES CM (Company), CM or DIS (Franchise) Manufacturer Manufacturer (Local Installer) X Everbrite (Preferred Supplier) VARIES VARIES Federal Heath VARIES VARIES 10536 Canopies / Slat Walls Cummings Signs VARIES VARIES CM (Company), CM or DIS (Franchise) Manufacturer Manufacturer (Local Installer) X Everbrite (Preferred Supplier) VARIES VARIES Federal Heath VARIES VARIES 10810 RestroomAccessories Accusery VARIES F-452 (if indicated in plan set), B-241, B-265, B- 275, B-290 (where occurs), B-291 (where occurs), B-300, B-305, B-405, B-410 DIS DIS GC 11020-1 Safe Brinks Tidel Series 4 (duel single note validator, standard side vault) F-174 CM BRINKS BRINKS 11020-2 Security System Tyco - - CM Manufacturer GC X 11030-1 Drive-thru Window Quiksery QKSRVSC4030BR B-140 RSCS Manufacturer GC 11030-3 Drive-thru Clearance Bar / Portal Cummings Signs - - CM Manufacturer GC Everbrite (Preferred Supplier) - - Federal Heath - - 11030-4 Drive-thru Sensor Loops ERC Parts Inc. WX8171 - Manufacturer Manufacturer GC 11100-3 P.O.S. IBM - VARIES TB / IT Manufacturer SSP X NCR - VARIES PAR - VARIES 11100-4 Credit Card Payment System Hughes Network Systems - - TB / IT Manufacturer SSP 11300-1 Order Confirmation Board (OCB) Delphi Display Systems P6YUC5STDUSW1 S; P6YOCSSTDUSEN1S - DIS DIS GC (see Scope of Work notes) Hyperactive TDMHX2H01 TCB;TDMHXI H26 L-090 Texas Digital AVNGE60 L-095 11300-2 Drive-thru Speaker & Microphone HME C400005HS3TB; C11422TB U-011; S-204 DIS Manufacturer GC 3M Food Services Trad Dept 78691149153; G55HSSINGLE - 11300-4 Order Confirmation Board (OCB) Canopy Cummings Signs 823N16INX4X9CPY V-350 CM, Franchisee or DIS on behalf of Franchisee Manufacturer GC (see Scope of Work notes) X Everbrite (Preferred Supplier) E005749B Federal Heath 500115671 11400-1 Kitchen Equipment N. Wasserstrom VARIES VARIES DIS DIS GC (see General Comments) X RSCS (Preferred Supplier) VARIES VARIES 11400-5 GTO with EVO Production Line Delfield VARIES VARIES DIS DIS GC / Manufacturer (Local Installer) X Duke VARIES VARIES Carter Hoffman (EvO cabinets) VARIES VARIES 11405-3 Kitchen Shelving / Workstations I.S.S. VARIES VARIES DIS DIS GC 11405-4 Walk -In Cooler / Freezer (Panelized) I.C.S. VARIES VARIES GC Manufacturer GC or Manufacturer (up to CM's discretion) X Norlake VARIES VARIES 11425 Exhaust Hoods Stratovent (preferred supplier) VARIES VARIES DIS _ DIS GC X Gaylord Industries (Broiler hood, preferred supplier) VARIES VARIES Randell (alternate supplier) VARIES VARIES 11430-2 Drink Dispensers / Line Sets Pepsi - - RSCS Pepsi Pepsi (Local installer) 11435-6 Ice Machines Manitowoc Ice Inc & Hoshisaki Manitowac SY-1474C S-513 DIS Manufacturer Manufacturer (Local Installer) 11680 Office Computer (Taco System) En Pointe Global Services VARIES F-040, F-060 TB / IT SSP SSP 12100-1 Artwork GFX VARIES - DIS DIS GC 12400-5 Decor Custom Seating (Company Supplier, base decor) VARIES - DIS DIS GC X FCI (Company Supplier, base decor) VARIES - IDX VARIES - 12430 Fruitista Machine Equipment Delivery, Install and Activation VARIES VARIES DIS - Equipment; GC - Installation & Setup (notify vendor 2 weeks from install date) DIS Service Agents - ICEE (East) or RepTec (West) FBD Equipment Manufacturer VARIES VARIES Cornelius VARIES VARIES Taco Bell Engineering VARIES VARIES 12440 Iced Tea Pepsi E56150000 S-546 DIS Supplier GC / Supplier 13200 CO2 - Bulk MVE (bulk tank) VARIES S-580 DIS DIS Manufacturer (Local Installer) NU CO2 (CO2 and service) VARIES S-580 13700-4 CCTV MARTCO - - RSCS MARTCO MARTCO X 13800-1 Lighting Control Panel - Exterior Accusery Cooper LT16 - DIS DIS GC Capital Lighting (preferred supplier) Cooper LT16 - DIS DIS GC 13800-2 Exhaust Fan - Make Up Air Interlock & Interior Lighting Control Panel Air Care Experts TBCB-1 - Contractor Air Care Air Care 13900-1 Fire Suppression System Ansul - - GC GC GC (Local Installer) 15410 Hand Sinks Aero HS-Mod N-053 DIS DIS GC 15470-5 Water Filter Shurflo WB6-M3-22-003 - DIS Manufacturer GC (see Vendor Scope - Pepsi Drink System) 15480-3 Water Heater AO Smith (standard) AO Smith BTH-120 (standard) B-215 RSCS RSCS GC Bradford White (alternate) - B-215 Water softener - - - RSCS RSCS GC 15500-1 HVAC - Test and Balance Test and Balance Corp. - - Detemiined by CM or RCM; Approved options - GC CM/RCM Determine by CM or RCM; Approved options - GC CM/RCM Determined by GC / CM / RCM �GC X Melink Corp/ - - REVIEWED CODE COMPLIANCE FOR Air Care Experts - - 15700-1 HVAC Trane (Company stores) VARIES - GC Manufacturer APPROVil York International (Franchise only) VARIES - 16300-1 Switchgear - Franchisee Accusery Square-D and Cutler Hammer VARIES DIS DIS GC OC 12 3 ZI14B CIr Capital Lighting (preferred supplier) Square-D and Cutler Hammer VARIES DIS DIS GC• 16300-2 Switchgear - Company Accusery Square-D and Cutler Hammer VARIES GC or RSCS (confirm with CM at time of bid) GC GC City of Tuk+?'ila BUILDING DIVISION PR1 Capital Lighting (preferred supplier) Square-D and Cutler Hammer VARIES GC or RSCS (confirm with CM at time of bid) GC GC 16500 Light Fixtures - Interior and Building Accusery (all lighting except BOH & restrooms) VARIES DIS DIS GC Capitol Lighting VARIES - 16520 Light Fixtures -Site Accusery VARIES - DIS DIS GC Capitol Lighting (preferred supplier) VARIES - DIS DIS GC 16720 Telephone Communications YUM! Telecom (Company stores) - - TB Manufacturer Manufacturer (Local Installer) X By owner through local phone service provider (franchise) - - Franchisee Manufacturer Manufacturer (Local Installer) 16820-3 Music System Mood Media - F-131 TB Manufacturer _Manufacturer (Local Installer) X Coffee Brewer Bunn 42300.0008 S-547 RSCS RSCS GC Floor and Wall Tile Creative Materials - - GC Manufacturer GC X GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 AC«O DECEIVED BELL - OF TUKWII#vAi7oH JAN 2 5 2018EXPLORER MIT CENTER SCOPE OF WORK ATRIX PLOT DATE: 12-13-17 SPECIAL INSPECTIONS: SPECIAL INSPECTIONS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 1704, SPECIAL INSPECTIONS SHALL BE IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY THE BUILDING CODE. SPECIAL INSPECTION SHALL BE PAID BY THE OWNER. REQUIRED SPECIAL INSPECTIONS: IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. 1. SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION (COMPACTING FILL, SPECIAL GRADING) 2. STRUCTURAL CONCRETE OVER 2,500 PSI SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE AND SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINED IN THE BUILDING CODE. THE SPECIAL INSPECTOR SHALL PROVIDE INSPECTION REPORTS TO THE CODE OFFICIAL, ENGINEER AND OWNER. SPECIAL INSPECITONS F L ill TYP (1) TRIMMER STUD W/ (2) KING STUDS 4 RI NOTE: THE EXISTING WALL, ROOF, & FOUNDATION CONSTRUCTION IS ASSUMED. CONTRACTOR SHALL FIELD VERIFY ALL THE DIMENSIONS AND ALL EXISTING CONSTRUCTION CONDITIONS PRIOR TO STARTING WORK. COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT BEFORE ORDERING MATERIALS 5'-0" FROST SLAB SEE CIVIL 5'-8y" 1I I lI (1) TRIMMER STUD W/ (2) KING STUDS NEW OPENING (1) TRIMMER STUD W/ (2) KING STUDS (7 z v0 (1) TRIMMER STUD W/ (2) KING STUDS R 6C 6C 9C 17'-8" z 2 N. 18'-3" z NOTE: THE CONTRACTOR SHALL PROVIDE, DESIGN, MONITOR AND MAINTAIN ALL NECESSARY TEMPORARY AND PERMANENT SYSTEMS (SHORING, BRACING, GUYS, FALSEWORK, FORMWORK, SHEETING, ETC.) TO ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. ALL WORK SHALL BE PERFMORED WITHOUT DAMAGE TO ADJACENT EXISTING WORK. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION FOUNDATION PLAN 1/4"=1'-0" MISCELLANEOUS: A. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. B. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS. C. COORD. FOUNDATION AND SLAB LAYOUT WITH OTHER TRADES PRIOR TO POURING SLAB. CONCRETE: A. CONCRETE SHALL BE HARD ROCK CONC. (5 SACK CEMENT PER CU.YD. MIN.) AND MEET THE FOLLOWING MIN. ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS: MIN. STRENGTH AGGREGATE SLUMP LOCATION 28 DAYS PSI SIZE - INCHESS INCHES TOLERANCE SLAB ON GRADE (4000 DESIGN) 1"x #4 3-1/2" ±1/2" FOUNDATIONS (4000 DESIGN) 1" x #4 3-1/2" ±1/2" B. CONCRETE MIX DESIGN AND TESTING SHALL MEET WITH THESE SPECS. CEMENT SHALL BE IN ACCORDANCE WITH ASTM C 150 TYPE II. VERIFY MIN. CONC. STRENGTH AND CEMENT TYPE. C. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. D. CONCRETE CURING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ACI-318-14 SECTION 5.11 AND STANDARD PRACTICE FOR CURING CONCRETE REPORTED BY COMMITTEE 308. E. ANCHOR BOLTS - F1554 GR 36, USE 5/8" DIAMETER x 12" HD GALVANIZED ANCHOR BOLTS (AB.) AT 24" 0.C. U.N.O. FOR NEW FOUNDATION CONSTRUCTION. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONC. WHERE ANCHOR RODS ARE TO BE INSTALLED INTO EXISTING CONCRETE, USE F1554 GR 36, USE 5/8" DIAMETER GALVANIZED TREADED ANCHOR RODS WITH 12" MIN. EMBEDMENT USING HILTI HIT-HY 200 SAFESET ADHESIVE. SOILS A. GEOTECHNICAL INFORMATION WAS NOT AVAILABLE FOR THE DESIGN OF THE FOUNDATIONS, A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION REVIEW TO TEST EXISTING SOIL, CONDITIONS AND ENSURE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING THE EXCAVATIONS, BACKFILL, AND FOUNDATION PHASES OF THE PROJECT. CONTACT DESIGN ENGINEER IMMEDIATELY IF SOILS ENCOUNTERED DO NOT MEET ASSUMED DESIGN SPECIFICATIONS. B. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED SOIL BEARING PRESSURE OF 2000 PSF BELOW ALL FOOTINGS. ON -SITE GEOTECHNICAL ENGINEER SHALL VERIFY THAT ALL BEARING SURFACES BELOW FOOTINGS MEET OR EXCEED ASSUMED SOIL BEARING CAPACITY. ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED, NATIVE SOILS OR ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. INCREASE DEPTH AS REQ'D BY ON SITE GEOTECHNICAL ENGINEER. ALL FOOTING EXCAVATIONS SHALL BE AS NEAT AS PRACTICAL. OVER -EXCAVATIONS IN DEPTH SHALL BE FILLED WITH CONC., AND IN WIDTH MAY BE FILLED WITH LEAN CONC. OR COMPACTED, APPROVED BACKFILL. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINF. OR CONCRETE ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECS. FOUNDATION NOTES E DESIGN CRITERIA: 2015 INTERNATIONAL BUILDING CODE WITH STATE OF WASHINGTON AMENDMENTS ROOF SNOW LOADS: GROUND SNOW LOAD (Pg): EXPOSURE FACTOR (Ce): IMPORTANCE FACTOR (I): FLAT -ROOF SNOW LOAD (Pf): THERMAL FACTOR (Ct): ROOF LOADS: LIVE LOAD: DEAD LOAD: WIND LOADS: 3 SECOND GUST: RISK CATEGORY: EXPOSURE: INTERNAL PRESSURE COEFF.: SEISMIC LOADS: SEISMIC RISK CATEGORY: II SESMIC IMPORTANCE FACTOR: 1.0 SITE CLASS: D (ASSUMED) MAPPED SPECTRAL RESPONSE ACCEL: Ss: 1.4419 25 PSF Si: 0.5364 1.0 SPECTRAL RESPONSE COEFF.: 1.0 SHORT PERIODS (SDS): 0.961 20 PSF+DRIFT 1 SEC. PERIODS (SD1) 0.536 1.0 SEISMIC DESIGN CATEGORY: D FRAMING SYSTEMS: BASIC STRUCTURAL SYSTEM: 20 PSF LOAD BEARING WALL SYSTEM 20 PSF SEISMIC -RESTRICTING SYSTEM: WOOD SHEAR WALLS RESPONSE MOD. FACTOR (R): 6.5 110 MPH (ULT) DEFL. MOD. FACTOR (Cd): 4.0 II DESIGN BASE SHEAR (V): 0.1479*W B ±0.18 ANALYSIS BY EQUIVALENT LATERAL FORCE PROCEDURE DESIGN CRITERIA D SCOPE NOTES (RI) 1R EXISTING SLAB. REFER TO ARCH'L PLANS AND MECHANICAL PLANS FOR LOCATION OF SLAB TRENCHING, SEE SLAB TRENCH REPAIR DETAIL, 7/S4,0. EXISTING WALL FOOTING. CONTRACTOR TO FIELD VERIFY 0TO EXTERIOR FACE OF EXISTING 2x6 STUD BEARING WALL. CONTRACTOR TO FIELD VERIFY. Q:U EXISTING PARTITION WALLS TO REMAIN. CUSTOMER TOUCH POINT (CT) 1C 2C EXTERIOR FACE OF CURB FOR COOLER/FREEZER UNIT. INSULATED FREEZER/COOLER SLAB CONSTRUCTED WITH 4" THICK CONCRETE SLAB ON 4" RIGID INSULATION & 10 MIL VAPOR RETARDER ON 4" THICK CONCRETE SLAB -ON -GRADE, REINFORCED TOP AND BOTTOM SLAB W/ 6x6 W2.1xW2.1 W.W.F. CENTERED IN SLAB. BOTTOM R�` F SLAB -ON -GRADE SHALL BE OVER 10MIL VAPOR RETARDER ON 5" WELL -GRADE AGGREGATE BASE. REFER TO DETAIL 1 AND 2 ON SHEET CITY OF T J K D I L A S4.0 FOR ADDITIONAL INFORMATION. 3 C POST W6 ALLLL ANCHOR USSING HI TI HIT HY 0HILTI ADHESIVE ROD. HORING JAN 2 . 2018 SYSTEM (58" EMBED INTO EXISTING WALL FOOTING). PERMIT C ENTER GPD GRO Professional Corpora 520 South Maln Street, Suite 21 Akron, ON 44 330.572.2100 Fax: 330.572.2. A ADDENDUM #2 12.01.17 A A A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 2017088.36 05.10.17 M70H-EXP MAY 2017 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 4C SLAB JOINT - 2 EQUAL SPACES, SEE 5/S4.0. 5 C DIMENSIONS OF FREEZER/COOLER. 00 ER WITTHOMANUF CONTRACTOR PRIOR TO COORDINATE AND/OR FABRICATION OF MATERIALS. SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. GI) BOTTOM OF NEW FOOTING TO MATCH BOTTOM OF EXISTING WALL FOOTING. DOWEL NEW INTO EXISTING W/ 1'-6" LONG DOWELS, SIZE AND QUANTITY MATCHING NEW FOOTING REINFORCING. USE HILTI HIT-HY 200 SAFESET ADHESIVE WITH 8" EMBEDMENT. CD) (2ETAIL '-O" LG . CENTERED IN SLAB AT ALL RE-ENTRANT CORNERS. SEE 8 C PARTITION WALLS. SEE ARCH'L PLANS FOR ADDITIONAL INFORMATION. SEE SHEET A1.0, 9 C INFILL WALL. MATCH EXISTING CONSTRUCTION. KEY NOTES B TACO M7OH EXPLORER J 6 RI 11r -tt--- 11 II J T 4- --H 44- (3)-2X10 — I II 1111i, 11 II i 11 ( II I ii ` II II I II 11 I II II (ii II • ll it 4 RI III 11 II II II it fI II 11 u it u II u II t itE� `ram a u u � u u �� ��J II ``. -11 Ii II H II I 11 II VW I —` I=i I�¶ II II II II II II if II II II II II II II it 11 I I V ii LJ II fl II I Ii II II II II II 1II II II I I I 11 I II II II II 11 II , 0 it II n II 11 II II II II 11 it 11 11 8 RI II 11 .1- II II II 11 II II 11 II 11 II II I a u II II a 4n II II ❑ II II II H II 11 ( 11 11 it II I I IlOLIOtl rl n I n II I 11 ( 11 II it I it B ❑ i 11 1 H II 1 it II I II II II it it 41D II I ti II II II I{ II II 0 II446011 II II II II 11 — 1) '1c(() II II I I) i) l) i ( II II it 11t i I 1 it 1 II 11 t1 II II II 11 II 1 it 11 II it ir\(( II II 11 II II II 1_ 11 t ) I I ( 1 it it II I) IIII I I 1 11 V II it I i II I( II it II II II fi ® II II II II 1 II II II II II II 11 IIIII�I� I I II I II it II II II II II II I II I II II II 11 II II 11 it it it 11 t((g `�VI)0 I� 11 II III1 II II i II II II I II II moo ao I1IIIIII (�♦ /0:40� (nI��` II1i■ ( I u 111111111-- 1 1 Ir 111 1 II 1 1 I� In I I 1 1 4 RI 1) II I N I it I)a ,J� III it 1 I II 1 It II II I IIII 1l t I 1 i III i 11 itt -it NOTE: THE EXISTING WALL, ROOF, & FOUNDATION CONSTRUCTION IS ASSUMED. CONTRACTOR SHALL FIELD VERIFY ALL THE DIMENSIONS AND ALL EXISTING CONSTRUCTION CONDITIONS PRIOR TO STARTING WORK. COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT BEFORE ORDERING MATERIALS 6 RI NOTE: THE CONTRACTOR SHALL PROVIDE, DESIGN, MONITOR AND MAINTAIN ALL NECESSARY TEMPORARY AND PERMANENT SYSTEMS (SHORING, BRACING, GUYS, FALSEWORK, FORMWORK, SHEETING, ETC.) TO ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. ALL WORK SHALL BE PERFMORED WITHOUT DAMAGE TO ADJACENT EXISTING WORK, 1 1 L I — --Ir------It----tl---tr- — --tl tfr--L-- NOTE: THE EXISTING ROOF TRUSSES ARE ADEQUATE FOR THE SUPPORT OF THE WEIGHTS OF THE NEW ROOFTOP EQUIPMENT WITHOUT HAVING TO MAKE STRUCTURAL MODIFICATIONS BASED ON THE ASSUMED WEIGHTS OF THE EXISTING ROOFTOP UNITS. CONTRACTOR TO FIELD VERIFY THE WEIGHTS OF THE EXISTING ROOFTOP EQUIPMENT PRIOR TO REMOVING THE EQUIPMENT AND REPORT ANY DEVIATIONS FROM THE ASSUMED UNIT WEIGHTS TO THE E.O.R. FOR FURTHER EVALUATION. IH--41---4F---1----H----IHH 11 11 11 11 11 11111 r T L REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2010 City of Tukwila BUILDING DIVISION ROOF FRAMING PLAN 1/4"=V-0" A NOT USED N.T.S. F STRUCTURAL LUMBER ALL STRUCTURAL LUMBER CONSTRUCTION SHALL CONFORM TO THE LATEST, ADOPTED EDITIONS OF THE STANDARDS AND MATERIAL SPECIFICATIONS REFERENCED HEREIN. 1. NDS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" BY THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 2015 WITH 2012 SUPPLEMENT. 2. ALL LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF DOC PS 20. FURNISH LUMBER WITH EACH PIECE FACTORY -MARKED WITH GRADE STAMP OF INSPECTION AGENCY VERIFYING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY, GRADE, SPECIES, MOISTURE CONTENT AND MILL. 3. DIMENSIONAL LUMBER: SPRUCE -PINE -FIR #2 GRADE OR BETTER, ACCORDING TO THE NATIONAL LUMBER GRADES AUTHORITY (NLGA), SEASONED AT 19% M.C. 4. MANUFACTURED LUMBER: MICROLLAM LVL 1.9E OR BE I I ER 5. FASTENERS a. NAILS: COMMON STEEL WIRE NAILS, CONFORMING TO ASTM F1667. b. BOLTS, NUTS AND WASHERS: CONFORM TO ASTM A307, ASTM A563 AND ASTM F436, RESPECTIVELY. 6. PROVIDE GALVANIZED CONNECTORS BY THE SIMPSON STRONG -TIE CO. INSTALL ALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WOOD FRAMING NOTES E NOT USED N.T.S. C CUSTOMER TOUCH POINT (CT) OUTLINE OF NEW COOLER BELOW. SEE FOUNDATION PLAN, A/S1.0, AND ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. CD) (3)-2x10 BUILT UP HEADER. SEE 9/S4.0 FOR HEADER CONSTRUCTION AND 10/S4.0 FOR HEADER BEARING. SHORING OF THE EXISTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EC REMODEL IMAGE (RI) II RTU-1 (1212 Ibs). EXISTING RTU TO BE REMOVED. EXISTING RTU WEIGHT AsuMTy �D TO BE 875 Ibs BASED ON OBSERVED MODEL NUMBER. FIELD VERIFY WEIGHT CIAN EXISTING. PLACE ON EXISTING CURB. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3 RI 4 RI PERMIT RTU-2 (1254 Ibs). EXISTING RTU TO BE REMOVED. EXISTING RTU WEIGHT ASSUMED TO BE 11001bs BASED ON OBSERVED MODEL NUMBER. FIELD VERIFY WEIGHT OF EXISTING. PLACE ON EXISTING CURB. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING ROOF ACCESS HATCH TO REMAIN. EXISTING MANSARD ROOF WALL. EXISTING ROOF TRUSSES @ 2-8" O.C. VERIFY IN FIELD. EXISTING PERIMETER BEARING WALL. EXISTING ROOFTOP EQUIPMENT. SEE MECHANICAL. CONDENSING UNIT (300Ibs). REPLACE EXISTING. VERIFY WEIGHT OF UNIT BEING REPLACED IS 300Ibs. KEYNOTES GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 ® ADDENDUM #2 12.01.17 A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W, VALLEY HIGHWAY TUKWILA, WA98188 IVED -UKWILA PLOT DATE: 12-13-17 NOT USED NTS 1 7 NOT USED NTS 18 NOT USED NTS 1 9 NOT USED NTS 20 NOT USED NTS 1 3 NOT USED NTS 1 4 EXTERIOR SHEATHING (2)-16d @ 6" 0.C. STAGGER NAIL SPACING EACH SIDE OF BEAM EXIST, STUD WALL SIMPSON H3 TIE FROM HEADER TO EXIST. STUD CONT. 1/2" PLYWOOD FILLER W/(2) ROWS OF 8d NAILS 6" 0.C. HEADER DETAIL 1 1/2" = 1-0" SIMPSON H3 TIE FROM HEADER TO EXIST. STUD SIMPSON LCE4 EACH SIDE OF HEADER (1) 2x6 TRIM STUDS (2) 2x6 KING STUDS BUILT UP WITH 16d NAILS 8" O.C. STAGGERED. PROVIDE SIMPSON A35 TO TOP & BOT. PLATE. EXIST. WALL FRAMING PROVIDE 2)( BLOCKING g 48" O.C. VERTICALLY HEADER BEARING DETAIL 1/2" = 1'-0" 10 NOT USED NTS 1 1 NOT USED NTS 12 CONC, SLAB PER PLAN CONTROL JOINT SAW CUT OR USE 1/8" PRE -FORMED INSERT FILL CUT W/JOINT FILLER FLUSH W/TOP OF SLAB 111=U=111=1.11=111= _ -111=111-111=111=111E1I1=1 -1114-1['t;14TilliTifilIatkilikiifirT114121±-1-T NOTE: SEE PLAN FOR CONTROL JOINT LOCATIONS. * SAW CUT JOINT WITHIN 12 HOURS OF POURING CONCRETE TYP. SLAB JOINT NTS 5 SLAB EDGE (1) #4 IN TURNDOWN AT OPENING CONC CURB DIAGONAL (2) #4 x 3'-0" LONG PLACED Y3 OF THE SLAB DEPTH FROM TOP OF SLAB PLAN AT RE-ENTRANT CORNERS ALTERNATE: PROVIDE SINGLE BENT BAR IN PLACE OF (2) HOOKED BARS EA, VARIES SIDE OF OPENING 367—N6 PLAN AT EXTERIOR OPENINGS HOOKED DIAGONAL (2) #4 x 3-0" LONG PLACED Y3 OF THE SLAB DEPTH FROM TOP OF SLAB TYP. SLAB CORNER REINF. DETAILS N.T.S. 6 #4x1'-0" 16" 0.C. EA. SIDE, DOWEL INTO EXISTING SLAB w/HILTI HIT-HY200 SAFESET ADHESIVE (6" MIN. EMBED.) —111=1 4" MIN. THICK CONCRETE INFILL W/ 6x6 2.9xW2,9 WWF (CENTERED) OVER 10 MIL POLYETHYLENE VAPOR RETARDER LAP WITH EXIST. VAPOR RETARDER MIN. 6". TAPE SEAMS NEW CONCRETE TO BE LEVEL AND FLUSH WITH ADJACENT SLAB EXISTING SLAB I ' ' 4" COMPACTED GRANULAR SUB -BASE TRENCH NOTE: COORDINATE EXTENT OF SLAB REPAIR WITH OTHER DISCIPLINES. TYP. SLAB TRENCH REPAIR DETAIL 3/40= v-on 7 3" FENDER WASHERS 2x8 VERT. LAPPED TO SIDE OF EXIST TRUSS TYP. (4) 10d NAILS INTO TOP AND BOTTOM CHORD TYP. (2) 10d NAILS INTO CROSSING WEB MEMBER TYP. (2) 2x6 W/ SIMPSON LUS26-2 HANGER, EA. END 0 32" O.C. ALL -THREAD HANGING ROD (REF, ARCH. OR EQUIPMENT MANUFACTURED FOR RECOMMENDED DIAMETER) HANGING BULKHD. OR HOOD DETL. 3/4" = 1'-0" 8 EXISTING STUD WALL BEYOND TOP OF CONCRETE SLAB TO BE INSTALLED FLUSH WITH TOP OF EXISTING SLAB. 4" RIGID INSULATION -1 1 1i (2) 2x8 NOMINAL REDWOOD SLEEPERS AT PERIMETER OF FREEZER/COOLER SLAB #4x1'-0° LG. DOWEL 12" O.C. CONCRETE STEMWALL MAY OCCUR. CUT DOWN TO BE FLUSH WITH EXISTING SLAB 1/2" EXP. JOINT MATERIAL I DOWEL BARS BARS INTO EX. FOUNDAT ON USING HILTI HIT-HY 200 SAFESET ADHESIVE EXISTING FOUNDATION CONTRACTOR TO FIELD VERIFY SECTION @ EL FOOTING 3/4" = 1'-0" 1 SEE PLAN PROVIDE PERIMETER SEAL AND FLASHING AT BASE OF UNIT CONT. #4. 10" 0.C. LAP CORNERS 3/4" CHAMFER, TYP. CONST. JOINT. USE. RX. CONT. WATERSTOP IN JOINT IF CONST. JOINT USED. c3 0 ALK-IN UNIT (2) 2x8 NOMINAL REDWOOD SLEEPERS AT PERIMETER OF FREEZER/COOLER SLAB —TOP CONCRETE SLAB, SEE PLAN. 4" RIGID INSULATION CLR. 1'-4" SLAB -ON -GRADE, SEE PLAN. 4 BENT BAR 0 1-6° O.C. 0-0" (2) #5 CONT. T&B #4 VERT. DOWEL 01.-0" O.C. w/ STD. 180° HOOK INTO CURB 0-6' NEW FOOTING @ COOLER/FREEZER 3/4" = 1 LO'' EXISTING STUD WALL BEYOND TOP OF CONCRETE SLAB TO BE INSTALLED FLUSH WITH TOP OF EXISTING SLAB. 1 #4 BENT BAR 12" O.C. CENTERED IN SLAB. 2'-0" 1'-0" F.V. CONCRETE OR MASONRY STEMWALL MAY OCCUR. DEMO TOP OF WALL DOWN TO 8" BELOW FINISH FLOOR AT NEW DOOR OPENING ONLY. 1/2" EXP. JOINT MATERIAL EXISTING SLAB T/EX. SLAB9. A GPD GROUP Professional Corporation 520 South Maln Street, Sulte 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 ADDENDUM #2 12.01.17 A +I > T/EX. FTG. I I I —I 1I —1 !II DOWEL BARS INTO TOP OF FOUNDATION USING HILTI HIT-HY 200 SAFESET ADHESIVE EXISTING FOUNDATION CONTRACTOR TO FIELD VERIFY SECTION @ EX. FOOTING 3/4" = 1'-0" 3 3/4" CHAMFER, TYP. FINISH GRADE #40 12" O.C. LAP CORNERS z P. 4" CONCRETE SLAB w/ #4 9" 0.C. E.W. (CENTERED IN SLAB) SLOPE #4 @ 1 -0" O.C. CENTERED IN RECF Y OF JAN 5° GRANULAR PMIT 2' 0" A A A A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 2017088.36 05.10.17 M7OH-EXP MAY 2017 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 I VE 0 U KW ILA 5 2018 ENTER TACO M7OH EXPLORER REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION DEMOLITION FLOOR PLAN 1/4"=1'-0" A TYPICAL EXISTING EXTERIOR WALL: 2x6 WOOD STUDS ©16" 0.C. w/ 1/2" PLYWOOD (EXP 1) SHEATHING. TYPICAL EXISTING INTERIOR WALL TO REMAIN: 2x4 WOOD STUDS @16" O.C. (U.N.0.) DEMO ITEMS AS INDICATED (SEE KEY NOTES) A. B. C. D. INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED SUBSTRATE WALLS ETC. INSPECT DINING ROOM WINDOWS & WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE & IMPROPERLY INSTALLED FLASHING. VERIFY WITH OWNER. ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF WARRANTED, VERIFY ALL ACTIONS WITH OWNER, SEE SITE PLAN FOR ANY SITE DEMO WORK. POS, SECURITY, SAFE, DRINK SYSTEM AND FRUTISTA MACHINE SHALL BE TEMPORARILY RELOCATED PER STORE MANAGERS DIRECTION, BY AUTHORIZED TECHNICIANS. OWNER SHALL COORDINATE. SEE 3RD PARTY SCOPE OF WORK. REMODEL IMAGE (RI) REMOVE ALL DINING AREA SEATS, TABLES, TRASH ENCLOSURES, DIVIDER WALLS & DRINK STATION. 4 16 RI REMOVE ALL EXISTING TILE FLOORING & COVE BASE IN DINING AREA, CUSTOMER •4,e •• V REMOVE EXISTING THERMOSTATS ASSOCIATED WITH REMOVED ROOFTOP UNITS. S r • S Q REMOVE EXISTING RESTROOM DOORS AND FRAMES. REMOVE FRONT COUNTER AND KNEE WALL, NOT USED. NOT USED. NOT USED. REMOVE EXISTING DRINK TABLE, PEPSI AND ICE MACHINES. SAVE PEPSI AND ICE MACHINES FOR REINSTALLATION. NOT USED. PATCH CONCRETE SLAB AND CORE HOLES AS NEEDED REMOVE EXISTING WALL TILE & SUBSTRATE IN DINING ROOM, RESTROOM AND CORRIDOR REMOVE AND REPLACE: EXISTING SINKS, TOILETS, URINAL & ACCESSORIES FOR INSTALLATION OF NEW TILE. PROTECT EXISTING EQUIPMENT FROM DUST AND DEBRIS. SAFE TO BE RELOCATED (17 RID REMOVE EXISTING MENU BOARD, SAVE FOR REINSTALLATION. 18 R REPAIR WALL DAMAGE WHERE TILE AND TILE BASE ARE REMOVED. POS REGISTERS SHOULD NOT BE DISCONNECTED FROM NETWORK UNLESS PAR TECHNICIAN IS PRESENT. RELOCATE DURING COSTRUCTION. 0 R EXISTING SUBSTRATE TO BE REMOVED BELOW EXISTING WINDOWS TO INSPECT FRAMING FOR DAMAGE. REPLACE IF REQUIRED. �► REMOVE WINDOW FRAME AND GLAZING. ��'I► EXISTING TOWER TO REMAIN. PATCH AND REPAIR FINISH. PROTECT EXISTING STOREFRONT & DOOR OR WINDOW & FRAME TO REMAIN. NOT USED. 5 RI NOT USED. NOT USED. NOT USED. EXISTING FIRE EXTINGUISHER CABINET TO REMAIN. Q9 RD DEMO CUP HOLDER. EXISTING FLOOR SINK TO BE REMOVED. ADA NOTES (AD) CD DEMO PORTION OF WALL. 2 A VERIFY STOREFRONT DOOR AND THRESHOLD COMPLIES WITH ADA REQUIREMENTS. REPLACE IF NECESSARY. �Cii +1�19:iililtfa:R•�iif(•� REMOVE EXISTING WALK-IN COOLER/FREEZER AND SHELVING. REMOVE EXISTING BAG -IN -BOX. SAVE FOR REINSTALLATION. REMOVE EXISTING DRIVE THRU POS COUNTER. REMOVE EXISTING HAND SINK AND ACCESSORIES. CAP PLUMBING IN WALL/ UNDER SLAB. SAVE HAND SOAP/SANITIZER DISPENSERS FOR REINSTALLATION. REMOVE EXISTING HAND SINK AND ACCESSORIES. SAVE HAND SOAP/SANITIZER DISPENSERS FOR REINSTALLATION. REMOVE EXISTING DUAL LINE. SAVE EXISTING DUAL LINE MOUNTED EQUIPMENT R;. FOR REINSTALLATION. CITV V REMOVE EXISTING FRUTISTA MACHINE. SAVE FOR REINSTALLATION ON NEW CART. REMOVE EXISTING MOP SINK AND FAUCET. PREPARE FOR INSTALLATION OF NEW. REMOVE EXISTING DRIVE-THRU WINDOW. MODIFY OPENING AS REQUIRED RIPER INSTALLATION OF NEW. CUT NEW DOOR OPENING IN EXTERIOR WALL. INSTALL NEW HEADER PER STRUCTURAL DRAWINGS. REMOVE EXISTING REAR TOWER. REMOVE EXISTING EXTERIOR DOOR. MODIFY OPENING PER NEW WORK AND STRUCTURAL DRAWINGS. REMOVE EXISTING SHELVING UNIT. RETURN TO OWNER. REMOVE EXISTING FRP AND FLOOR TILE IN BACK OF HOUSE. PREPARE FOR INSTALLATION OF NEW. DOCUMENT LOCATION OF EXISTING EQUIPMENT PRIOR TO T P•'A'YR LO ATI•N. GPD GROUP Professional Corporation 520 South Maln Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330,572,2102 01/05/18 6 ADDENDUM #2 12.01.17 A A A 0 0 A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 ACNO EIVED TUKWILA CELL 252018 M7OH CENTER EXPLORER DEMO FLOOR PLAN DEMOLITION LEGEND DEMOLITION NOTES D DEMOLITION KEY NOTES PLOT DATE: 12-13-17 15 RI IIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIII r- 6R r- Y—�C i • --1 9R L___J 9 RI ___J �Y—Y' L 3 RI i < </C\` 5 R \\�� \. ' \ �.. \ \ \\ `se • \ L___J L___J L___J L___J L___J H II II II I--1 F-71 12RI rr 1'i - 12R L__l L___J 9R L___J L___J \Y __J r---, 0 RI 9 RI r __J Y—x* IIIIIIIIIIIIII I L r 1 RI i J L r L x r -i 1 L. J 19 RI IIIIIIIIIIII IIIIIIIIIIIIII 15 RI REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION DEMOLITION FLOOR PLAN 1/4°=1'-a' A SCOPE NOTES (RI) 1 R REMOVE FLOURESCENT LIGHT FIXTURES IN KITCHEN. EXISTING LAY -IN CEILING, EQUIPMENT AND HVAC DIFFUSERS/RETURNS TO REMAIN. REMOVE EXISTING GRILLES/DIFFUSERS. EXISTING DUCTWORK TO REMAIN. REMOVE EXISTING EMERGENCY EGREES/EXIT LIGHTING. EXISTING MENU BOARD BULKHEAD TO BE PAINTED. REMOVE EXISTING FLUORESCENT LIGHT FIXTURES IN RESTROOM AND CORRIDOR. REMOVE EXISTING CEILING TILES. REPAIR AND PAINT EXISTING T-BAR CEILING TO LIKE NEW CONDITION (PAINT TO MATCH IRON ORE) SEE SHEET A7.1. 7 R EXISTING GYP. BOARD CEILING TO REMAIN. PATCH AND REPAIR AS NECESSARY. E• U EXISTING SPEAKER TO REMAIN. TEMPORARILY SUPPORT FIXTURE AND PREP GRILLE FOR NEW PAINT. EXISTING SOFFIT TO REMAIN. PATCH AND REPAIR. �' ► REMOVE FLOURESCENT LIGHT FIXTURES IN DINING ROOM. 11 RI REMOVE EXISTING GYP BD CEILING AS REQUIRED FOR NEW RESTROOM WALL LAYOUT. A 12 R A REMOVE EXISTING SUPPLY AND EXHAUST GRILLE IN RESTROOM. EXISTING DUCTWORK TO REMAIN. EXISTING EXHAUST HOOD TO REMAIN. 2R DRI 5R REMOVE EXISTING MENU BOARDS. REMOVE EXISTING ILLUMINATED SOFFIT AND LIGHT FIXTURES. EXISTING FRAMING AND SOFFIT VENTS TO REMAIN. Q:) REAR TOWER TO REMAIN. 17 R REMOVE EXISTING STEPPED SOFFIT AT SERVING COUNTER. 8R REMOVE WINDOW FRAME AND GLAZING. q9 R) REMOVE EXISTING CEILING GRID AND TILES IN AREA OF NEW WORK. ALL EXISTING FIRE ALARM AND SECURITY EQUIPMENT TO REMAIN AND BE TEMPORARILY SUPPORTED. GPD GROUP Professional Corporation 520 South Main Street, Sulte 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 ADDENDUM #1 09.01.17 6 ADDENDUM #2 12.01.17 0 A A 0 0 A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 RECEIVED CITY OF -UKWILA JAN 2 5 2018 PERMIT ( ENTER REMOVE EXISTING ROOFTOP UNITS. EXISTING ASSOCIATED DUCTWORK AND ROOF CURBS TO REMAIN. NEW ROOFTOP UNITS SHALL BE INSTALLED IN SAME LOCATIONS. CUSTOMER-y�TOUCH POINT (CT) ` REMOVE EXISTING COOLER/FREEZER. PREPARE FOR INSTALLATION OF NEW CEILING TO MATCH EXISTING. CD) REMOVE EXISTING REAR TOWER. 4 BELL M7OH EXPLORER DEMOLITION REFLECTED CEILING PLAN AC© NOT USED C DEMOLITION KEY NOTES B PLOT DATE: 12-13 7 X. .XXXX XXXX XXXXXXX ), x X x x x X X x X X X x x X X �/\/\/v\./\/\/v\ /\/\/7 `,/\ /\ /\,/\/. y/\y/\y/\ +C~X'\x'\X'\X'\X'\X'\X'\X^x'\X'\X'\X'\X/\. > V V V V V V V V V V V V V V V x, \/\/\/\/\/\/\/\/\/\/\/ /\/\/\/\/ /\/\/\ /\/\/'./ REAR ELEVATION 1/4"=1'-0° F 411120 1 JI J G 3J ra=� n1AI►�n. A AIAi�.; A ""AlAp _ ,Aotix,o IAAlA. AAAAIAMyAA, AIAAIjAAIAAIAAAI►. i11 11 AAA ahe Haigh.. FRONT ELEVATION 1/4" =1'-0' A AIAIAIA1Ar , i,1A:11A11W► AIA A AtAiAP4AIIIAr. 1� *1A "AO"0400IIA/AI. \i \i \,f \ \ \/ /\ n n n n /\ /\ /\ n n n n .\ n n n /\ x x X X X x x x x x X x x x x X is x x WALK UP SIDE ELEVATION 1/4" = D ni x /\/.xx x \/\/\/\/\/\ X x x x x X x x x V V V \/ V V V V V V V V V VX Vx Vx VX Vx V 5 RI \/\/\/\/\/ /\x/\x'\x'\X\x'\X\X\x/\x/\xnxi V V V V V V V V V V 5 RI V 1A %11Ajh IAAAMAID AIA A A[ AIAIAI•- POOAAAIAIAAl., AA{AAIAA*AAAAIr. fAIAA AIAIA A A A A Alt gl, X\X \x/\X X /,/ , >„ nx^x nnxT 1 EXISTING TO BE REMOVED SEE KEY NOTE #5 EXISTING FINISH TO BE REMOVED, STRUCTURE TO REMAIN AND RETROFITTED PER NEW DESIGN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2010 City of Tukwila BUILDING DIVISION DEMOLITION LEGEND REMODEL IMAGE (RI) CV) EXISTING BUILDING SIGNS TO BE REMOVED. 2 R PATCH AND REPAIR EXISTING TOWER FINISH. 3 R PATCH AND REPAIR EXISTING FINISH. (412.3D NOT USED. DEMO BACKLIT AWNING. INSTALL NEW FRAMED AWNING PER DETAIL 9/A6.0. REAR TOWER TO REMAIN. PATCH AND REPAIR FINISH. CFF-ID EXISTING ELECTRICAL SERVICE TO REMAIN (13.31) EXISTING GAS METER TO REMAIN. EXISTING WINDOW AND GLAZING TO BE REMOVED. LL1 EXISTING E.I.F.S. FRAME TO BE REMOVED PER NEW DESIGN. EXISTING HOSE BIB TO REMAIN. d ] EXISTING NEON LIGHTING TO BE REMOVED. ADA NOTES (AD) CUSTOMER TOUCH POINT (CT) B GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A ADDENDUM #2 12.01.17 A A A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 RECEIVE: CITY OF TUKV'ILA JAN2520 PERMIT CEN 1 Eft eel •EM•VE XI TIN R 'R 0 R. CD EXISTING DOOR TO BE REMOVED. MODIFY OPENING PER A1.0 AND STRUCTURAL DRAWINGS. CD) CUT NEW DOOR OPENING IN EXISTING EXTERIOR WALL. SEE A1.0 AND STRUCTURAL DRAWINGS. CD) REMOVE EXISTING BUILDING FINISH AT NEW COOLER LOCATION. REMOVE EXISTING DRIVE-THRU WINDOW. MODIFY OPENING AS REQUIRED FOR INSTALLATION OF NE WINDO DELL. M7OH EXPLORER DEMOLITION EXTERIOR ELEVATIONS DRIVE THRU SIDE ELEVATION 1t4" = 1.-0' E KEYNOTES C PLOT DATE: 12-13-17 8 RI 1 RI 47-CFDRI 24-13/4" RI 8 6 7Y2" 4'- 4.4 A z 0, 6'-0Y2" FINISH DIMENSION Q519.1)- 7'-7Y." 7R -CD) *Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. *Self-contained "pluqin" coolers or freezers (appliance type) shall not require a mechanical permit. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 2018 City of Tukwila BUILDING DIVISION FLOOR PLAN 1/4"=t-0" A TYPICAL EXISTING WALL TYPICAL NEW INTERIOR WALL: 2x4 WD STUDS (2X6 WHERE NOTED) AT 16" O.C. W/ 1/2" GYP. BD. SUBSTRATE U.O.N. USE MOISTURE RESISTANT GYP. BD. BEHIND ALL CERAMIC WALL TILE. U.O.N. ACCEPTABLE ALTERNATE: METAL STUDS IN LIEU OF WOOD STUDS. TYPICAL PARTIAL HEIGHT WALL: 2x4 WD STUDS AT 16" O.C. W/ 1/2" GYP. BD. SUBSTRATE U.O.N. ACCEPTABLE ALTERNATE: METAL STUDS IN LIEU OF WOOD STUDS. TYPICAL EXTERIOR WALL: 2x6 STUDS @ 16" O.C. w/ 1/2° EXTERIOR GRADE SHEATHING. WALL STUDS SHALL BE CONTINUOUS, DECOR: A. SEE A2.0 FOR SEATING PLAN AND DETAILS. B. SEE A7.0 FOR FLOOR FINISHES. C. SEE A8.0 - A8.2 FOR WALL FINISHES. D. SEE A7.1 FOR CEILING FINISHES. GENERAL: A. DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON -BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. B. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH. C. ALL PENETRATIONS THROUGH E.I.F.S. SHALL BE SEALED USING MFR'S. APPROVED METHOD. DIMENSIONS: A. DIMENSIONS THAT ORIGINATE FROM EXISTING ELEMENTS OF THE BUILDING ARE FROM FACE OF FINISH. ALL OTHER DIMENSIONS ARE TO FACE OF STUD U.O.N. REFER TO FOUNDATION PLAN FOR FACE OF CONC. DIMENSIONS, B. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN, REQ'D. NET CLEARANCE FROM FACE OF WALL / WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. WINDOWS / DOORS: A. SEE SCHEDULE FOR WINDOW AND DOOR TYPES. B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING. FINISH SUBSTRATES: A. PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD. AT ALL WALLS EXCEPT SHEARWALL SURFACES, U.O.N. B. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. REMODEL IMAGE (RI) PATCH STUCCO OR E.I.F.S. PROTECT KITCHEN EQUIPMENT DURING CONSTRUCTION . EXISTING ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECT. DWGS. NOT USED. CONSTRUCT PLYWOOD DUST BARRIER WITH LOCKING SWING GATE TO PROTECT KITCHEN DURING CONSTRUCTION. NEW PARTIAL HEIGHT WALL. TOP OF WALL TO BE AT 3'-3" A.F.F. HOLD NEW WINDOW TO THIS SIDE OF EXISTING WINDOW. EXISTING TOWER TO REMAIN. PATCH AND REPAIR EXISTING E.I.F.S. / STUCCO FINISH. REPLACE EXISTING WINDOW WITHE RECTANGULAR WINDOW. SEE A1.1 & A4.1 CITIFID REPLACE SUBSTRATE AS REQUIRED. (11 FIJ) REPOSITION FLOOR SINK AS SHOWN. NEW INTERIOR WALL. REPLACE CLOSET DOOR AND FRAME. REAR TOWER. PATCH AND REPAIR EXISTING E.I.F.S. / STUCCO FINISH. 6" PVC CHASE FROM 12" A.F.F. TO ABOVE CEILING. EXTEND 3" THROUGH WALL. -A-1) 6" PVC CHASE THROUGH WALL AT 12" A.F.F. fljJ EXISTING FIRE EXTINGUISHER CABINET TO REMAIN. ADA NOTES (AD) CD NEW INTERIOR WALL. CUSTOMER TOUCH POINT (CT) (1 cp NEW WALK-IN COOLER/ FREEZER. INSTALL 1" E.I.F.S. FINISH DIRECTLY TO EXTERIOR OF COOLER. ROOF AND COPING BY MANUFACTURER. C.—) INSTALL NEW E.I.F.S. WHERE TOWER HAS BEEN REMOVED. CD INSTALL NEW DRIVE-THRU WINDOW. MODIFY EXISTING OPENING AS REQUIRED. SEE SHEET A2,0. CM INSTALL NEW H.M. DOOR AND FRAME. SEE SHEET A1.1. C3) INFILL WALL. CONSTRUCTION TO MATCH EXISTING. C-D INSTALL NEW HAND SINK. SEE PLUMBING DRAWINGS. (-) INSTALL NEW MOP SINK. SEE PLUMBING DRAWINGS. CD. INSTALL NEW FRP-1 WALL FINISH THROUGH -OUT B.O.H. GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572,2102 01/05/18 A ADDENDUM #2 12,01.17 A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 RECEIVED ITV OF "UKWILA VAC 0 BELL JAN 1 5 2018 M7OH ERMIT 1:ENTER EXPLORER FLOOR PLAN NOT USED NTS 2 WALL LEGEND F FLOOR PLAN NOTES D KEY NOTES B PLOT DATE: 12-13-17 DOOR NO. DOOR SIZE BUTTS LOCKS CLOSERS KICKPLATE THRESHOLD DOOR STOP PUSH I PULL MISCELLANEOUS DETAIL LOCATIONS DOOR NOTES a. ccw o p f cc 1 2 3 4 1 2 3 4 5 6 1 2 3 1 2 3 4 1 2 3 4 1 2 3 1 2 3 4 5 6 SEE DOOR TYPE ELEVATIONS ONE PAIR OFFSET PIVOTS PER DOOR MANUFACTURER _TOP &_BOTTOM_ 1 1/2 PR BOMMER BB5000 4-1/2" x 4-1/2" CONT. HINGE INCLUDED IN PACKAGE H.D. TYPE 304 S.S. BOBRICK SPRING LOADED YALE B-PB5405LNIC 626 FALCON D271 (OCC. INDICATING DEADBOLT) FULL LENGTH LATCH PROTECTOR INCL. IN PKG. PANIC HARDWARE INCLUDED IN PACKAGE FALCON C953-7 OR C987-7 AS REQUIRED BOBRICK LATCH & KEEPER I.D.C. 8050 CLOSER INCLUDED IN PACKAGE DORMA 7414 ARP SNB 689 STAINLESS STEEL 10" x 34" KICKPLATE INCLUDED IN PACKAGE ACCESSIBLE ALUM. THRESHOLD BY DOOR MFR. THRESHOLD INCLUDED IN PACKAGE FLOOR STOP - ROCKWOOD 441 CU HINGE STOP - ROCKWOOD 532.NP WALL STOP - ROCKWOOD 409 PUSH PLATE ROCKWOOD 70F - 8" x 16" PULL PLATE ROCKWOOD 70C x 107 - 4" x 16" STD. ADJUSTABLE DOOR SWEEP PER DR. MFR. SWEEP (VISTA 231 STD) NGP 101VA UNDERCUT 3/4" PROVIDE A SIGN STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" COAT HOOK - BOBRICK DOOR SIGN o 1 m -) * LESS THAN DOOR WIDTH 1 3'-0" x 6'-8" x 1-3/4" B WD HM X X X X X X X X X X - - - 1, 2, 3, 4, 5, 6, 7, 10, 11 2 3'-0" x 6'-8" x 1-3/4" B WD HM X X X X X X X X X X - - - 1, 2, 3, 4, 5, 6, 7, 10, 11 3 '-0" 6'- "x 1- 4" .V C WD X X X X X , 3 7 4 3'-6" x 7'-0" x 1-3/4" A HM HM X X X X X X X 13/A6.1 12/A6.1 11 /A6.1 1,2,3,4 & 5 DOOR SCHEDULE C NOTES: 1- ALL DOOR HARDWARE SHALL COMPLY WITH DISABLED ACCESS REQUIREMENTS. 2- THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE FINISH FLOOR KICKPLATE KITCHEN SIDE ONLY PUSH PLATE OR HANDLE, WHERE SCHEDULED SIGN WHERE 1'-0 REQUIRED P-8 i i i i i L i i i \\ o DL-1 KICKPLATE UNDERCUT DOOR FIELD VERIFY EXISTING DOOR WIDTH DOOR TYPES 1/4"=1'-0" B 1. MATCH EXISTING STOREFRONT COLOR. 2. SEE SCHEDULE FOR GLASS TYPES. 3. REFER TO FLOOR PLAN FOR ROUGH OPENING DIMENSIONS. 4. ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C. U.O.N. 5. ALL STOREFRONT WINDOW SYSTEMS SHALL HAVE A "SILL RECEPTOR" AT THE SILL ALONG WITH INDUSTRY STANDARD "END DAMS". NATIONAL ACCOUNT SUPPLIER INTERIOR DOORS, FRAMES & HARDWARE LOCKNET CONSTRUCTION@LOCKNET.COM 800 JOHN C. WATTS DR. NICHOLASVILLE, KY 40356 855-432-4613, FAX: 877-887-4958 GLASS SCHEDULE C.% 1" INSULATED GLASS NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. 8'-6" R.O. (FIELD VERIF() 1'-10" R.O. SIM. WINDOW TYPES 1/4"=1'-0" A NOT USED N.T.S. 4 NOT USED N.T.S. 3 NOT USED 3"=1'-0' 1. LAMINATE DOORS. SEE INTERIOR ELEVATIONS 2. MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY. 3. MOUNT KICKPLATE ON PUSH SIDE ONLY. 4. ADJUST DOOR CLOSER. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 8.5 LBS EXTERIOR MEASURED AT 90 DEGREES TO THE DOOR AT THE STRIKE SIDE EDGE. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. 5. ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED (OR AS REQUIRED BY LOCAL JURISDICTION) - (1) MEN; (1) WOMEN; (2) EXIT. 6. RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS. 7. FRAMES SHALL BE PAINTED. 8. NOT USED. 9. NOT USED. 10. DOOR FRAME SHALL HAVE REMOVABLE DOOR STOPS. 11. PROVIDE LATCH AND STRIKE PLATE HARDWARE BY DOOR MFR. TO BE COMPATIBLE WITH LOCKS. 2 5 2018 RECEIVED CITY OF TUKWIL REVIEWED FOR •ERMIT CENTER CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION DOOR SCHEDULE NOTES GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 9376 01/05/18 ADDENDUM #2 12.01.17 A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 %(C O DELL M7OH EXPLORER DOOR & WDW ELEVATIONS & SCHEDULES PLOT DATE: 12-13-17 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. 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 ised for exit discharge. NEW EQUIPMENT SCHEDULE <D-58 ENTRY <D-581> <D-581> <0-581> f-<D-647> 3A (4) D-620 k 3A D-620 (2) (4)<D-620 b-7207(2 (4)<D-620 (6)<D-62 IN. -<D-648> (H) D-655> (H) D-655> (4)<D-620 v0RI ENTRY D-623)(6) r - / )' I I I - I\ I CUSTOMER AREA <S-443 <S-375)- I WOMEN II I I /r I ''\ N-146 I I( 111111 1 1 MEN \ r----gyp III I I IL__J 11 1 / J ID b D-640)0 OFFICE KITCHEN 1 11 YY lil ..r 4�IivT I.� OFFICE <K-699> IIII&® IIIIII liillll �lllllIlllli 111 11111 IIII K-699 I, r 11.:Il� IIIIr IU.11111III[EII111111I1L lUI IIIIiII E 7 I� GENERAL NOTES: G.C. SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL PERMANENTLY MOUNTED EQUIPMENT, COUNTERS AND CEILING GRID THROUGHOUT THE ENTIRE STORE. MASKING TAPE SHALL BE USED ON JOINTS EXCEEDING 1/4" TO PROVIDE A COVED CORNER. GPD GROUP Professional Corporation 520 South Maln Street, Sulte 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 NO. QTY C.C. INST. ITEM DESCRIPTION MFR. & MODEL NUMBER PLUMB ELECT GAS REMARKS BID NO NO. QTY G.C. IHST. ITEM DESCRIPTIO MFR. & MODEL NUMBER PLUMB ELECT GAS REMARKS Cf'E AA1 ICE 09.01.17 12.01.17 AOCT 23 2018 BID NO. ' S-375 X SELF SERVE DRINK COUNTER 72" CARTER HOFFMAN #CH3-TDS72N55 TOP OF COUNTER @ 34" MAX. RI S-375 S-443 S-459 S-481 X X DISPENSE -RITE FRUTISTA CART CUP DISPENSER #TB-TLO-'3D' WST1306YA A.J. ANTUNES #DACS50 LID AND STRAW DISPENSER RI RI RI S-443 S-459 S-481 B-599 L-150 K-525 6 X MOP SINK STATION SECURITY DOOR DANGER SIGN SHELVING UNIT 18" X 48" X 76" (5 TIER) ISS #WST806Y ADVERCO#ADVCUSTOM ISS #WST1613Y X ORDERED DIRECT FROM YRFS CT CT CT Lity of Tukwila B-599 : B L-150 \ A K-525 / K-490 L-049 2 X X FRONT COUNTER SHELVING 18" x 24" x 24" (2 TIER) INTERIOR MENU BOARD PACKAGE ISS #WST440Y STRATACACHE LG 49 DISPLAY X UNDERCOUNTER SHELVING RI RI K-490 L-049 K-602 K-699 2 5 X SHELVING UNIT 18" X 36" X 86"H (5 TIER) SHELVING UNIT 18" X 60" X 74"H (5 TIER) ISS #WST238Y ISS #SU186075Y WALK IN COOLER CT CT K-602 K-699 4 X ACCESSIBLE SIGNAGE (1) MEN'S, (1) WOMEN'S, (2) EXIT AD N-062 2 X' HAND SINK (KITCHEN) AERO #HSK-A X 15"W x 17"L - 10"x14", FRONT TO BACK x 5"D, INCL. FAUCET W/.5 GPM AERATOR, BASKET, KNEE VALVE CT N-062 ) B-101 X SECURITY DOOR LOCKNET #DU3670R52VED RIGHT HAND REVERSE CT B-10 N-071 X MOP SINK FAUCET T&S #B-2465 X REFER TO C/A8.3 CT B-140 B-290 B-405 2 2 X X X DRIVE-THRU WINDOW PAPER TOWEL DISPENSER WASTE BASKET QUICKSERV #SC-4030BR BOBRICK #B-262 RUBBERMAID SLIM JIM #3541 (GREY) G.C. TO PROVIDE TRANSOM - CLEAR ANODIZED SURFACE MTD. CT CT CT B-140 B-290 B-405 N-208 P-362 S-275 X X MOP SINK 24"X24" FLOOR MOUNT SINK DUAL LINE, 157" READY TO ACCEPT EVO CABINETS PICK-UP DRIVE-THRU COUNTER 0"x52") AERO MANUF. CO., INC. #3MP-2121-6/1P DELFIELD #TB000P92 (DUKE OPTIONAL) ISS #WST 690YA X X X INCLUDES (2) 24"X36" WALL PANELS CT CT CT N-071 N-208 1 P-362 S-275 SEATING AND EQUIPMENT PLA 1 /4"=1'-0" A SYM. QTY. ITEM <D-581> 7 PLANK SETTEE - 48" <D-620> 42 RETRO CHAIR - 18" <D-623> 12 BARREL BAR STOOL - 29" <D-640> SERVICE COUNTER - TOP @ 34' MAX. <D-646> CONDIMENT CART- RECTANGULAR <D-647> WASTE ENCLOSURE - SINGLE <D-648> WASTE ENCLOSURE - DOUBLE <D-655> 2 WB HUB TABLE - 72" <D-658> WB HUB TABLE (ADA) - 48"L x 30"H <D-700> 6 22" X 22" X 28.5"H FREE STANDING TABLE BASE <D-703> 20 22" X 5.5" X 28.5"H FREE STANDING TABLE BASE <D-750> 50-6" WINDOW SILL <D-753> 95'-6" WAINSCOTING <D-755> 45' CHAIRRAIL SYM. QTY. ITEM <D-720> 6 24" X 19" TABLE TOP - PLYWOOD <D-721> 24" X 42' ADA TABLE TOP - PLYWOOD <D-723> 4 24" X 42" TABLE TOP - PLYWOOD <D-731> 3 24" X 48" TABLE TOP - PLYWOOD <D-733> 24" X 48" ADA TABLE TOP - PLYWOOD 0 QTY. ITEM REMARKS 1 FRAMED ART - EMOJIS SEE A8.0 FOR LOCATION i. FRAMED ART - MASH UP 1 SEE A8.0 FOR LOCATION 0 1 FRAMED ART - MASH UP 2 SEE A8.0 FOR LOCATION 1. "HOLD" DIMENSIONS ARE FROM FACE OF FINISH. 2. G.C. TO CONFIRM "HOLD" DIMENSIONS WITH EQUIPMENT MFR / VENDOR. 3. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING WILL NOT BE ACCEPTED. 4. ALL DIMENSIONS FOR SEATING / CORE DRILL PLAN SHALL BE FROM FACE OF GYP BD. 5. VERIFY ALL DIMENSIONS WITH SEATING VENDOR PRIOR TO INSTALLATION. 6. REFER TO SC SHEETS FOR SCOPE OF WORK RESPONSIBILITIES. 7. SEE INTERIOR ELEVATIONS A8.0-A8.1 FOR LOCATION OF OWNER SUPPLIED ARTWORK. 8. NOT USED 9. (H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS 10. ALL SOLID SURFACES TO BE PROPERLY SEAMED PER MFRS SPECIFICATIONS 11. PAINT UNDERSIDE OF SERVICE COUNTER WITH WHITE GLOSS PAINT. AND PROVIDE METAL ANGLE LEDGER FOR END OF COUNTER IF VENDOR DOES NOT PROVIDE ONE. 65 SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE. REMODEL IMAGE (RI) (TiI(TSERVICE COUNTER. INSTALL NEW DIGITAL MENU BOARDS. CD) CORNER GUARD. SEE DETAIL 8/A6.0. 4 RI 6 RI 8R 16 RI A REINSTALL FRUITISTA MACHINE ON NEW CART. NOT USED HIGH CHAIR BY OWNER. NOT USED, NOT USED. FRAMED ARTWORK. SEE ELEVATIONS SHEET A8.0 FOR SIZE AND LOCATION. RELOCATE TEA URN AND/OR BREWER AS SHOWN. INSTALL UNDER COUNTER CUP DISPENSER WITH ANGLED BRACKETS OT USED. KITCHEN - NO MODIFICATIONS EXCEPT AS NOTED. REWORK EXISTING POWER FOR POS ITEMS IF NECESSARY. NOT USED. NOT USED. HOLES FOR POS CASH REGISTER POWER AND DATA LINE SHOULD BE FIELD CUT BY GC PRIOR TO POS SETUP (TYP). I RI REINSTALL THE SAFE BELOW THE EXPEDITE SECTION OF THE SERVICE COUNTER. SEE DETAIL C/E1.0. 19 R NOT USED. Rl,D REINSTALL EXISTING PEPSI AND ICE MACHINES ON NEW TABLE A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 ADA NOTES (AD) cm PROVIDE TACTILE EXIT SIGN AT EGRESS DOOR PER "TACTILE SIGRECI.IV ED DETAIL ON ADA1.0 WHEN EXISTING IS NOT PROVIDED. CI.I.Y OF 1U KNl ILA Cb 36" MIN, CLEAR COUNTERTOP REQUIRED PER ADA. CD MAINTAIN A MINIMUM 3'-0" CLEAR PATH OF EGRESS, JAN?52018 CD 30" x 48" CLEAR FLOOR SPACE FOR HANDICAP SEATING posfeRMIT CENTER CUSTOMER TOUCH POINT CT ear REI ST• LL OA' A • H"ND SA TIZ R • SP NS RS. CD RELOCATE EXISTING BAG -IN -BOX SYSTEM. RELOCATE SYRUP / WATER LINES AS REQUIRED. C-D REINSTALL EXISTING EQUIPMENT ON NEW PREP LINE. CD) INSTALL STAINLESS STEEL CORNER GUARD AT PERIMETER OF •RIVE-THRU WINO . TIC0 M7OH EXPLORER SEATING AND EQUIPMENT PLAN PLOT DATE: 12-13-17 SEATING PACKAGE (TOTAL SEATS = 681NT.) E ARTWORK SCHEDULE D SEATING PLAN NOTES C KEY NOTES B 9 RI ■ O■ 6C aiLD 6C �11 ��((1� 7C 4 n ri 0 5 c 0 imrao oft411D 020 <ID rLa rgti 9 RI 9 RI 9 RI 1 ( 4111 1 8C1 (1 Awl (I AiiI t (116, MOM (S ( P SLOPE 1/2 : 12 Q�► R REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION ROOF PLAN 1/4"=1'-O" A MIN. 24 UP,. (9.1. (AI' FLASHING SECURE W/ SCREW THRU STEEL/EPDM WASHER AS NEEDED FOR PROPER SECUREMENT (4 SIDES) 2x6 @ 16"0.C. 5/8" CDX PLYWOOD CAP SHEET OVER TOP OF SLEEPER EXTEND DOWN SIDES BY 2" (2)2x12, RIP FOR LEVEL PLATFORM BASE FLASHING ROOFING MATERIAL �i�����►� ►'�► Ewa SCHEDULE ROOF DECK and ROOF OPENING SUPPORT NOTE: SET SUPPORTS ON SOLID NON -RIBBED NEOPRENE, AND SECURE LAG BOLTS THROUGH STEEL/NEOPRENE WASHER EQUIPMENT PLATFORM SUPPORT 1-1/2"=1'-0' REMODEL IMAGE (RI) EXISTING ROOF DRAINS TO REMAIN. INSTALL OVERFLOW DRAIN IF NOT PRESENT. OVERFLOW DRAIN SIZE TO MATCH ROOF DRAIN. INLET TO BE 2" ABOVE EXISTING ROOF DRAIN HEIGHT. OUTLET TO EXTEND 2" BELOW SOFFIT. INSTALL ROOF PENETRATION PER ROOFING MANUFACTURER RECOMMENDATIONS. NOT USED. NOT USED. NOT USED. PATCH AND REPAIR EXISTING ROOF OF ANY AREA DISTURBED BY THIS WORK. EXISTING FLOOD LIGHTS TO REMAIN WHERE OCCURS. NOT USED. EXISTING CRICKET. REPAIR IF NEEDED NOT USED. 9 RI EXISTING MANSARD LIGHTS. VERIFY THAT MANSARD LIGHTS ARE OPERATIONAL, IF NOT REPAIR AS NECESSARY. IF FIXTURES ARE NOT PRESENT INSTALL PER THIS PLAN. NEW FIXTURES SHALL BE RAB LIGHTING #FFH-70 W/ 70W METAL HALIDE LAMPS. FIXTURES TO BE CIRCUITED THROUGH ENERGY MANAGMENT SYSTEM. NOT USED. REPLACE OR RE-COMISSION TO CURRENT DESIGN LOAD. NOT USED. NOT USED. NOT USED. C S• R O C 'DINT (C) C—D REMOVE EXISTING TOWER AND CRICKET. (T3 N• EW FREEZER ROOF BY WALK-IN MANUFACTURER. CD) INSTALL NEW ROOF TILE WHERE TOWER IS REMOVED. MATCH EXISTING. C---) N• EW GUTTER TO MATCH EXISTING, WHERE TOWER IS REMOVED. REC RE• MO E AND REPLACE EXISTING RTU UNIT. SEE STRUCTURAL AND ML PA IIckE INIt 6 NEW WALK-IN COOLER & FREEZER CONDENSING UNITS. REUSE EXISTING PtN C HOODS. INSTALL NEW EQUIPMENT PLATFORM SUPPORT PER DETAIL'B' THIS SHEET. PERMIT 7 C INSTALL NEW "DURO-LAST" SINGLE PLY ROOF MEMBRANE OVER EXISTING PLYWOOD DECKING. INSTALL PER MANUFACTURERS SPECIFICATIONS. REPLACE DECKING IN KIND AS REQUIRED. INSTALL ALL MANUFACTURER REQUIRED ROOFING ACCESSORIES FOR A COMPLETE JOB. CD RELOCATE EXISTING MANSARD LIGHT. (Fa) REMOVE AND REPLACE EXISTING GUTTER PAN LINING WITH "DURO-LAST" SINGLE PLY ROOF MEMBRANE. GPD GROUP Professional Corporation 520 South Plain Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 ® ADDENDUM #2 12.01.17 A A A a A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 IVED UKWILA 5 2018 ENTER 1riC@ M7OH EXPLORER ROOF PLAN NOT USED F NOT USED NTS KEY NOTES B PLOT DATE: 12-13-17 REFACE POLE SIGN WITH NEW LOGO AND RETROFIT WITH LED LIGHTING. RETROFITTING WITH LED IS REQUIRED FOR COMPANY STORES AND OPTIONAL FOR FRANCHISEES. TOTAL SIGN AREA: 39.5 S.F. (SQUARED) 18 RI 8RI© 2 1 2 3 (,6 R 3'-4" T.O. BAND RIGHT SIDE ELEVATION 1/4"=11-0" A NOT USED N.T.S. 1 FLASHING 6 RI 6 EXISTING TRIM 3 EXISTING TRIM E.I.F.S E.I.F.S, 1 2 REVEAI E.I.F.S. E.I.F.S SOFFIT COLOR TRANSITION N.T.S. G SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. COLOR 1 MAIN WALL COLOR SHERWIN WILLIAMS ATTITUDE GRAY SW7060 STO LOTUSAN 2 ACCENT WALL COLOR SHERWIN WILLIAMS IRON ORE SW7069 STO LOTUSAN 3 ACCENT WALL COLOR SHERWIN WILLIAMS NATURAL CHOICE SW7011 STO LOTUSAN I ' ACCENT WALL COLOR SHERWIN WILLIAMS PURPLE TB2603C STO LOTUSAN 5 CONTINUOUS PARAPET CAP SHERWIN WILLIAMS IRON ORE SW7069 6 CONTINUOUS PARAPET CAP SHERWIN WILLIAMS NATURAL CHOICE SW7011 - 7 PIPE BOLLARDS SHERWIN WILLIAMS DOT YELLOW 9 ACCENT / CANOPYS / KITCHEN DOOR SHERWIN WILLIAMS IRON ORE SW7069 11 HANDRAILS & TRANSFORMER HOUSINGS (WHERE OCCURA). SHERWIN WILLIAMS IRON ORE SW7069 EXTERIOR FINISH SCHEDULE H HEAD/SILL CONDITION INSIDE TOWER CORNER CONDITION NOTE: THE INTENT IS THAT COLOR CHANGES OCCUR AT INSIDE CORNERS. ACCENT BAND COLOR TRANSITION N.T.S. E MISCELLANEOUS A. SEE SCOPE OF WORK FOR RESPONSIBILITIES. B. PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. C. DURO-LAST TERMINATION BAR SHALL BE DARK BRONZE. D. OWNER REPRESENTATIVE WILL IDENTIFY WHICH PAINT SPECIFICATION WILL BE PRIMARY SEALERS (REFER TO SPECS): A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB. C. DO NOT APPLY SEALANT AT WINDOW SILL WEEPS. DENOTES ITEMS SUPPLIED AND INSTALLED BY SIGN VENDOR DENOTES EXTERIOR FINISH. DENOTES SIGN/AWNING/CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED. SEE THE SCOPE OF WORK SHEETS. GENERAL NOTES <V-xx> QTY ITEM DESCRIPTION ELEC V-930 1 TACO BELL 3'-6" X 4'-0" LOGO BELL - FACE LIT X V-931 2 TACO BELL 3'-0" X 3'-4" LOGO BELL - FACE LIT X V-940 3 TACO BELL LETTERS 14" HIGH, WHITE X SIGN SCHEDULE N.T.S. D NOT USED N.T.S. D1 SCOPE NOTES (RI) NEW BUILDING SIGN - UNDER SEPARATE PERMIT. SEE SCOPE OF WORK, INSTALL BLOCKING PER DETAIL 16/A6.0 IF NOT EXISTING. EXISTING STOREFRONT TO REMAIN INDICATES ROOF BEYOND. EXISTING E.I.F.S. SILL TO REMAIN. 5 RI GAS METER. DO NOT PAINT METER. EXISTING GALV. METAL CAP FLASHING - PRIME & PAINT TOP AND FACE. �j't ► PAINT COLOR INDICATED FOR BOTTOM OF SOFFIT. (�►'� HORIZONTAL TRIM BAND. SEE 11/A6.0 & E/A4.0. BAND PAINT COLOR SHALL BE APPLIED TO TOP, BOTTOM AND FACE OF BAND. NEW SOFFIT PER DETAIL 9/A6.0 «I I EXISTING SWITCHGEAR CABINET. PAINT. NOT USED. i PATCH AND REPAIR EXISTING E.I.F.S. / STUCCO. PAINT ALL ROOF FLOOD LIGHTS, IRON ORE. SEE SHEET A3.0. 14 RI EXISTING CRICKET. REPAIR ROOFING AS NEEDED NOT USED. (1.519 NOT USED. ® HORIZONTAL TRIM BAND - 1 1/2" THICK STUCCO/E.I.F.S., WITH 54" VERTICAL DIMENSION. ALL NEW STUCCO/E.I.F.S. TO HAVE A LIGHT SAND FINISH UNLESS IT MUST BLEND WITH AN EXISTING CONTRASTING FINISH. E.I.F.S. SCHEDULE N.T.S. B E.I.F.S SHALL MEET THE PERFORMANCE CHARACTERISTICS REQUIRED IN ASTM E 2568 E.I.F.S. WITH DRAINAGE SHALL HAVE 90 PERCENT DRAINAGE EFFICIENCY WHEN TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM E 2273 E.I.F.S. SHALL COMPLY WITH SECTION 1403 OF THE IBC WATER RESISTIVE BARRIER SHALL COMPLY WITH SECTION 1404.2 OF THE IBC AND ASTM E 2570 INSTALLATION SHALL COMPLY WITH E.I.F.S, MANUEAQTURERS INSTRUCTIONS AND THE PROVISIONS OF SECTIONS 1704.1 AND 1704.14 0= THRLe'.IEVVED FOR CODE COMPLIANCE APPROVED E.1 hF.S-0IVQT N.'.S. B1 City of Tukwila BUILDING DIVISION 7 RI NOT USED. 18 R NEW E.I.F.S. REVEAL. SEE DETAILS G/A4.0 & 5/A6.0. fQII NEW STOREFRONT AND GLAZING. SEE A1.1 - SEE DETAILS 3/A6.0 & 4/A6.0 00 RD NEW E.LF.S. SILL TO MATCH EXISTING, SEE DETAIL 4/A6.0 ADA NOTES (AD) CD PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT 60" A.F.F. GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 6 ADDENDUM #2 12.01.17 A A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 RECE VED CITY OF TJI<WILA JAN 2 i 2018 PE MIT CENTER CUSTOMER TOUCH POINT (CT) 1 C NEW WALK-IN COOLER/ FREEZER. INSTALL 1" E.I.F.S. FINISH DIRECTLY TO EXTERIOR OF COOLER. ROOF AND COPING BY MANUFACTURER. CD) NEW ROOFING AND GUTTER TO MATCH EXISTING. CD INSTALL NEW E.I.F.S. WHERE TOWER HAS BEEN REMOVED. 4 C NEW GALV. METAL CAP FLASHING. CD) INSTALL NEW DRIVE-THRU WINDOW. MODIFY EXISTING OPENING AS REQUIRED. C3 INSTALL NEW H.M. DOOR AND FRAME. SEE SHEET A1.0. KEY NOTES C 'TACO M7OH EXPLORER EXTERIOR ELEVATIONS PLOT DATE: 12-13-17 6 RI 12R (12..R1s, 12 RI clk3-4" T.O. BAND 2 3 3 7-- TOTAL SIGN AREA: 39.5 S.F. (SQUARED) ONLY PROVIDE SIGNAGE ON DRIVE-THRU ELEVATION WHEN VISIBLE FROM STREET TYP. • 4:0;10 12 FIT) 1 12R 12RI 8 RI 2 2 NOTE: REPLACE DAMAGED ROOF TILE, FLASHING, ETC. PRESSURE WASH TILES AFTERWARDS. EQUAL (1 EQUAL 2 2 12R 2 5 C 2 TYP. SEE SHEET A4.0 FOR KEYNOTES. LEFT SIDE ELEVATION 1/4" = 1'-0' A TOTAL SIGN AREA: 43.9 S.F. (SQUARED) 7.(cc\i: ' ' „ . . :. . • . ' • . ' , , ENTRANCES SHALL BE IDENTIFIED WITH A SIGN OR STICKER OF THE STANDARD ACCESSIBILITY LOGO T.O. BAND \-IF (12 R 8 RI T.O. BAND 12R1 3 2 9 R 12RI 2 10R1 REVIEWED FOR CODE COMPLIANCE APPROVED 23 2018 City of Tukwila BUILDING DIVISION GPD GROUP Professional Corporation 520 South Main Street, Sulte 2531 Akron, OH 44311 330.572.2103 Fax: 330.572.2102 01/05/18 A ADDENDUM #2 12.01.17 A A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M7OH-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 RECEIVED UAW) CITY 0 TUKWILA CELL JAK 2 5 2018 M 70H PERM - CENTER EXPLORER EXTERIOR ELEVATIONS FRONT ELEVATION 1/4" REAR ELEVATION 1/4" = PLOT DATE: 12-13-17 BUTYL FLASHING TAPE OVER BLDG, PAPER 2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD. WHERE EIFS WILL BE APPLIED PLYWOOD SUBSTRATE APPLY BLDG. PAPER OVER PLYWOOD AND WOOD STUDS STEP 1 ADD BLDG. PAPER & FLASHING TAPE EIFS FINISH LAYER FLASHING TAPE ADD END DAM TO WINDOW SILL RECEPTOR FLASHING TAPE BEHIND EIFS FINISH LAYER STEP 2 ADDING EIFS, SILL RECEPTOR & END DAM 1. ADD ANODIZED ALUM. WINDOW FLASHING PRIOR TO ADDING BACKER ROD & CAULKING ADD e' BACKER ROD & CAULKING AFTER WINDOW SILL FLASHING IS INSTALLED STEP 3 FLASHING, BACKER ROD & CAULKING WOOD STUDS & PLYWD SHEATHING 2X6 WINDOW POSTS PLASTIC 3/8" SPACER SHIM PLYWOOD SUBSTRATE BOTTOM EDGE OF BUILDING PAPER SHALL EXTEND BELOW 2" TOP OF CONCRETE CURB 2X WOOD MUD SILL CONCRETE CURB STOREFRONT SILL RECEPTOR WITH WEEP HOLES 795 DOW CORNING SILICONE (OR EQ.) OVER LAG BOLT/ WASHER THRU BOT. TRACK (TYP) BUILDING PAPER OVER PLYWOOD STOREFRONT SYST. W/ GLAZING BUILDING PAPER OVER PLYWOOD (EIFS NOT SHOWN FOR CLARITY) TYP. WINDOW WALL WATER PROOF'G N.T.S. 19 PLYWOOD SHEATHING E.I.F.S. WASHER BLOCKING AS REQUIRED PVC (SCH 40) BUSHING - FILL WITH SEALANT FASTENER AS REQUIRED NOTE: INSTALL BUSHING AFTER E.I.F.S. APPLICATION HAS HARDENED. DRILL HOLE SLIGHTLY LARGER THAN BUSHING THROUGH INSULATION ONLY, STOP AT PLYWOOD. CAULK OPENING PRIOR TO INSERTING FASTENER TO SEAL PENETRATION. CONNECTION THRU E.I.F.S. 3" =1'-0" 20 ��/ WALL SUBSTRATE PER SHT. A1.0 -.s-- WALL FINISH PER INTERIOR ELEVATIONS ■ ■ ■ ■ • • ■ a 1 ■■■■■ mans. COVE BASE TILE - SET FLUSH W/ FLOOR TILE T LE INSTALLATION REQUIRES MANUFACTURERS STANDARD MOLDED CORNERS AT BOTH INSIDE AND OUTSIDE CORNERS. BASE @ WALL TILE 3" = 13 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Ir■■■moNsmo■■■ WALL SUBSTRATE PER SHT. A1.0 WALL FINISH PER INTERIOR ELEVATIONS COVE BASE TILE - SET FLUSH W/ FLOOR TILE TILE INSTALLATION REQUIRES MANUFACTURERS STANDARD MOLDED CORNERS AT BOTH INSIDE AND OUTSIDE CORNERS. BASE @ GYP. BD. 3"=1'-0" 14 flk 2'-9 1/2"111P- ELEV. EXISTING SUBSTRATE SEALANT CHAIR RAIL. <D-755> MARMOLEUM WAINSCOTING <D-753> LUAN PLYWOOD. NOTE: SEE INTERIOR ELEVATIONS FOR FINISHES 0 CHAIR RAIL DETAIL 3" = 1LO" 15 E.I.F.S. SIMPSON A34 FRAMING ANCHOR (TOTAL OF 4) 3 - 2x10 BLOCKING VERIFY BLOCKING REQUIREMENTS WITH VIGN VENDOR PIPE/SLEEVE SEE 20/A6.0 (TYP.) BLOCKING DETAIL N.T.S. 16 EXISTING STRUCTURE AND ROOFING NEW EIFS FASCIA REMOVE EXISTING CANOPY AND LIGHT SCORED DRIP EDGE SOFFIT VENTILATIO FLASHING I '''.111111111141l i I'�I mo e L w w it N XISTING CONNECTION PER SITE SPECIFIC CONSULTANT REPLACEMENT SOFFIT N.T.S. 9 GALV. CAP FLASH'G W/ CONT. CLEAT. BACK NAIL IN A MASTIC BED - PAIN TO MATCH FASCIA SINGLE PLY ROOFING 0/ 3/4" EXT. PLYWD. SIMPSON A35 @ 24" O.C. 2x8 WD. FASCIA 2x BLOCKING TO SIDE OF TRUSS STUCCO SCREED /REVEAL: FRY REGLET CORP. FPM-75-150 4-10d TYP. CONT, TAPERED 2x8 W/ 3-16d TO EACH TRUSS 2x4 FASCIA FRAMING @ EA. TRUSS 1" E.I.F.S FIN. HT VARIES E.I.F.S. FASCIA N.T.S. 10 EXISTING E.I.F.S. SEALANT NEW E.I.F.S., MIN THICKNESS 3/4" 1X4 P.T. WD. BLOCKING SEALANT EXISTING PLYWD. E.I.F.S. BAND DETAI 3" = 1'-0" 11 NOT USED N.T.S. 12 1" DRAINABLE E.I.F.S. (MAY BE EXISTING) 'IN NEW E.I.F.S. REVEAL 1/2" PLYWOOD OVER 2X4 FRAMING (MAY BE EXISTING) SCORED DRIP EDGE NEW E.I.F.S. REVEAL 3" =1'-0" 5 20 GA. S.S. CORNER GUARD - TOP N OF BASE TO BOTTOM OF CLG. - ATTACH W/ CONST. ADHESIVE ��- - CAULK WALL FINISH OVER SUBSTRATE PER PLAN TILE WHERE OCCURS 20 GA. S.S. END WALL GUARD - TOP OF BASE TO BOTTOM OF CLG. - ATTACH W/ CONST. ADHESIVE TILE WHERE OCCURS S/S CORNER GUARDS 3" = 6 NOT USED 7 20 GA. S.S. CORNER GUARD - TOP OF BASE TO BOTTOM OF CLG. - ATTACH W/ CONST. ADHESIVE CAULK SURFACE BULLNOSE PER FINISH SCHEDULE WALL TILE PER FINISH SCHEDULE SELF -SERVE BEVERAGE COUNTER ALCOVE, TILE WALL FINISH ALUMINUM SCHLEUTER TRIM STRIP. ALIGN WITH WAINSCOT BELOW CHAIR RAIL WALL FINISH PER SCHEDULE WOOD CHAIR RAIL PER SCHEDULE MITRE CORNERS, TYPICAL PARTITION WALL - SEE FLOOR PLAN FINISH TRANSITIONS N.T.S. 8 2x6 VERT. BLOCKING 24" 0/C. W/ (2) 16d EA. END, EA. SIDE ROOF TRUSSES, TYP. A35, TYP. SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES 0.145"0 @ 16" O.C. POWDER ACTUATED FASTENER WITH (2)-7/8" WASHERS W/ MIN 1 1/2" SILL PLATE SUPPORT- PARALLEL TO TRUSS 1/2" = ROOF TRUSSES, TYP. SIMPSON DTC ROOF TRUSS CUP ON BOTH SIDES 0.145"0 @ 16" O.C. POWDER ACTUATED FASTENER WITH (2)-7/8" WASHERS W/ MIN 1 1/2" SILL PLATE SUPPORT PERP. TO TRUSS 1/2" = 1'-0" 2 EXISTING FRAMED SOFFIT BLOCKING AS REQUIRED VENTED SMOOTH NICHISOFFIT - PAINT PER ELEVATIONS 414. R.O. BACKER ROD AND SEALANT ANODIZED ALUMINUM WINDOW FRAME - ALIGN FRAME WITH FACE OF SHEATHING EXISTING WALL GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, 0H 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A A A A A A NEW TRIM PIECE A SEALANT �^RE /IEWED FOR C07PY'LIANCE APPROVED OCT 23 2018 ANODIZED ALUMINUM WINDOW FRAME - ALIGN FRAME WITH FACE OF SHEATHING EXISTING_ _ _ R.O. METAL FLASHINGW/ END DAM - NO SEALANT AT FLASHING TO ALLOW WEEPAGE WITHIN FRAME E.I.F.S. SILL TO MATCH EXISTING 3/4" PLYWOOD BLOCKING EXISTING WALL WINDO�N 1& 1rurKAiTIa-o"" I BUILDING DIVISION I WINDOW TRIMP SCHEDUIari; tOF A7.2 JAN PERMIT WINDOW SILL 3" =1'-0" 0 CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 IVED ACC) UKWILA M7OH EXPLORER FINISH DETAILS 5 2018 'ENTER PLOT DATE: 12-13-17 1" DRAINABLE E.I.F.S. FINSH MOISTURE BARRIER OVER EXTERIOR SHEATHING. FRAMING PER STRUCTURAL DRAWINGS ENTRY CANOPY BY SIGN VENDOR SCORED DRIP EDGE COORDINATE BLOCKING REQUIREMENTS WITH SIGN VENDOR 1" DRAINABLE E.I.F.S. FINISH MOISTURE BARRIER OVER EXTERIOR SHEATHING. PLYWOOD SHEATHING 4 to 1" DRAINABLE E.I.F.S PAINTABLE METAL ( FLASHING. RUSTWALL AT CANOPY DETAIL N.T.S, 17 I1 EXISTING WALL FRAMING TO REMAIN FRAMING PER STRUCTURAL DRAWINGS 1" DRAINABLE E.I.F.S. FINISH MOISTURE BARRIER OVER EXTERIOR SHEATHING SEALANT WITH BACKER ROD EXISTING STOREFRONT TO REMAIN SOFFIT DETAIL N.T.S. 18 NOT USED N.T.S. 19 1/2" GYP. BOARD TO DECK alk 9'-7" A.F.F. DINING IFF SERVING SOFFIT FRAMING @ 16" O.C. TO STRUC. ABOVE 1/2" GYPSUM CEILING 6'-8" A.F.F. IV B.O. BULKHEAD NO E.I.F.S. DRAIN SCREED STRIP, USE UNDER WRAP SEALANT & BACKER ROD EXTERIOR SERVICE DOOR - SEE DOOR SCHEDULE - ALIGN FRAME WITH FACE OF SHEATHING EXTERIOR PLYWOOD SHEATHING HEADER - SEE STRUCTURAL 1/2" GYP. BOARD cV INTERIOR 3/8" SHIM, LAG BOLT & WASHER HEAD / JAMB @ SERVICE DOOR 3"=1'-0" 13 MOISTURE BARRIER OVER EXTERIOR SHEATHING 1" DRAINABLE E.I.F.S. FINISH SCORED DRIP EDGE HEADER - SEE STRUCTURAL DWGS TOWER PERIMETER DETAIL N.T.S. 14 NOT USED N.T.S. 15 REINSTALL REVOLUTION / MENUBOARDS EXISTING TO REMAIN EXISTING KITCHEN MENU BOARD / SOFFIT SECTION 3/4" = 1'-0" 16 A PLYWOOD SHEATHING 111 . E.I.F.S. WASHER •%BLOCKING AS REQUIRED PVC 40) BUSHING FILLWITH it'II'P (SCH - SEALANT FASTENER AS REQUIRED mill 111�4 tttiFASTENER i+""" NOTE: INSTALL BUSHING AFTER E.I.F.S. APPLICATION HAS HARDENED. DRILL HOLE SLIGHTLY LARGER THAN BUSHING THROUGH INSULATION ONLY, STOP AT PLYWOOD. CAULK OPENING PRIOR TO INSERTING TO SEAL N r CONNECTION THRU E.LF.S. 3" = 1'-0" 9 1, a, 4 4 MIN. V-GROOVE IN E.I.F.S. OR REVEAL IN STUCCO 1: 1! 'o• 4 .�+ �� .1. '4 11 v5i,r • 'Ill EXTERIOR♦��� SHEATHING • EIFS . Ali I E.I.F.S. V-GROOVE 6"=1'-0" 10 NOTE: > SEE FLOOR FINISH PLAN FOR FLOOR FINISHES EXTERIOR INTERIOR > SERVICE DOOR SEE DOOR SCHEDULE AND > SCOPE OF WORK FINISH FLOOR OVER CONCRETE SLAB > ADA COMPLIANT > ALUMINUM THRESHOLD - _ SET IN SEALANT ! rrs rr�'✓,rrrr✓r� i.ur i�r ` / PRE -MOLDED n n a — EXPANSION JOINT j THRESHOLD @ SERVICE DOOR 3"=1'-0" 11 NOT USED N.T.S. 5 NOT USED N.T.S. 6 INTERIOR " DRAINABLE E.I.F.S. PLYWOOD SHEATHING EXTERIOR E.I.F.S. JAMB @ SERVICE DOOR 3"=1'-0" 12 �'�►.1II . El AZIMI MAT. immummull inu :i`i 111j MIN NEW E.I.F.S BON DING ADHESIVE METAL COUNTER FLASHING EXISTING INTERIOR AND EXTERIOR WALL BOARD AND INSULATION TO REMAIN METAL ANGLE FLASHING G.C. SHALL COORDINATE EXACT BLOCKING REQUIREMENTS WITH WALK-IN MFR. EXISTING HEADER TO REMAIN. NEW 2" x 2" x 20 GA. STAINLESS STEEL CORNER GUARD TYP, 3 SIDES. WRAP GYP. BD, FRP, AND VAPOR BARRIER OVER EXISTING OPENING. MATCH EXISTING. WALK-IN COOLER / FREEZER BOX METAL ROOF r r FLASHING @ TOP OF WALK-IN 1" = 1'-0" 7 FLASHING @ SIDE OF PATCH EXISTING E.I.F.S. AT NEW COOLER. BACKWRAP MESH AT EDGE OF COOLER 2-1/2" MIN. EXISTING EXTERIOR BUILDING WALL AND INSULATION 1/2" GAP WITH SEALANT AND BACKER ROD PLYWOOD BEHIND COOLER SHALL BE PROTECTED WITH 30# FELT OR EIFS SYSTEM WATER PROOF BARRIER. WALK-IN COOLER / FREEZER BOX WALL ALK-IN 1" -1'-o" NOT USED 3" = 1'-0" 2 THE USE OF THIS DETAIL IS NOT ALLOWED ON FULLY ADHERED INSTALLATIONS NOTES O CD CD MEMBRANE SHOULD NOT EXTEND BEYOND WOOD NAILER CONTACT LEE COBB WITH DURO-LAST AT 800-434-3876 FOR QUESTIONS ABOUT THE 2 PIECE SNAP ON TRIM. FACTORY WELDED SKIRT. COMES WITH GRAVEL STOP. A WOOD NAILER IS REQUIRED IF ONE OR MORE INCHES OF INSULATION IS USED. TOP OF WOOD NAILER IS TO BE FLUSH WITH TOP OF INSULATION. BE SURE THAT THE WOOD NAILER EXTENDS AT LEAST 1/2" INCH BEYOND THE HORIZONTAL EDGE OF THE SNAP -ON BASE. THE FASTENERS USED TO ATTACH THE BASE TO WOOD NAILERS, AND THE MEMBRANE TO THE FACE OF THE NAILERS, MUST BE SPACED NO GREATER THAN 6 - INCHES ON -CENTER WHEN ATTACHING THE BASE WITHIN 10 - FEET (MIN.) OF THE OUTSIDE CORNERS OF THE BUILDING. ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10-FOOT LENGTHS OF SNAP -ON BASE & SNAP -ON COVER. OVERLAP THE SNAP -ON COVERS BY 2-INCHES BETWEEN 10-FOOT LENGTHS. WHEN INSTALLING THIS DETAIL WITH A 6-INCH OR GREATER VERTICAL SURFACE, ADDITIONAL MECHANICAL ATTACHMENT IS REQUIRED ON THE SNAP ON BASE. ROOF MEMBRANE FASTEN 6-INCHES ON CENTER WITH 1 1 /4-LONG ROOFING NAILS, INCREASE FASTENER SPACING TO 3-INCHES ON CENTER AT THE CORNERS OF THE ROOF (10-0" MIN.). FASTENERS SHALL PENETRATE NAILER A MIN. OF 1-INCH. DURO-LAST 4" PRE -FABRICATED GRAVEL STOP W/ FACTORY WELDED SKIRT. SHOULD EXTENDED PAST NAILER MIN. 1" FACTORY PAINTED COMPRESSION METAL COVER 1/2" IN 12" SLOPE HARD ISO FOAM BOARD CANT STRIP. EXISTING E.I.F.S. SEALANT NEW E.I.F.S., MIN THICKNESS 3/4" 1X4 P.T. WD: BLOCKING CONTECH TAPELIGHT ON STANDARD ALUMINUM MOUNTING CHANNEL (TLACS6) - TYP.T". PERIMETE REV!EVVED FOR NEW PARAPETcA1\NO& APi"'i,CVED 1-1/2" OCT 23 2018 City of Tukwila BUILDING DIVISION S. l� 2 RECEI EXISTIOPM95. T JAN 2 PERMIT C GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 6 ADDENDUM #2 12.01.17 A Il A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 'ED KWILA 2018 M7OH EXPLORER INTER CONSTRUCTION DETAILS PLOT DATE: 12-13-17 CP -5" CP ■ i ■awimm TYP. @ ■■■■■■■■■■i I ®� WALL TILE 1 �. GYP BD ■�®� � R lIIlUlbii iiII1Ii11 II1) •■■■■ IIIIIIIPIIIIIIIiiIF II.u...urT2 14 } A6.0 ice" �11 111 ���- T1 81 GYP. BD. WALLTILE ����■ _ o ■■■m==E 1rA� REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2013 City of Tukwila BUILDING DIVISION NOTES: SEE INTERIOR ELEVATIONS, SHEETS A8.0 & A8.1 FOR WALL TILE APPLICATION. FINISH FLOOR PLAN 1/4"=r-0" A NOT USED E NOT USED D A. B. C. SEE INTERIOR ELEVATIONS FOR PAINTING, GYPSUM BOARD AND TILE. I 1 DENOTES FINISH MATERIAL. REFER TO SHT A7.2 FOR FINISHES. TILE JOINTS (U.O.N.): 1. QUARRY FLOOR TILE : 1/4" 2. CERAMIC FLOOR TILE : 3/16" 3. GLAZED WALL TILE : 1/8" 4. BASE, TRIM AND ACCESSORIES : MATCH ADJOINING TILE UNITS D. PROVIDE BREAK IN TILE TO MATCH -UP WITH EXPANSION & CONTROL JOINTS IN SLAB. E. ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN RADIUS. F. SEE SCOPE OF WORK FOR RESPONSIBILITIES. H. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS / EQUIPMENT ABUTS WALL SURFACE. I. SEE SHEET A1.0 FOR REFERENCES OF INTERIOR ELEVATIONS. J. ALL GROUT CAULK TO MATCH SPECIFIED GROUT COLOR. FINISH NOTES REMODEL IMAGE (RI) NEW FLOOR TILE AND BASE. SEE FINISH NOTE 'B'. SEE DETAILS 13, 14, AND 17/A6.0. C� INSTALL FLOOR TILE WITH OFFSET NO MORE THAN 33% OR INSTALL IN A STRAIGHT STACK BOND. 3 RI KITCHEN NOT IN SCOPE OF WORK NOT USED. G.C. SHALL PROVIDE 12" HIGH CEMENT BOARD BACKING, FLUSH WITH EXISTING WALL SURFACE, BEHIND ALL NEW QUARRY TILE BASES. PROVIDE A CLEAR SILICONE SEAL. PAINT AT THE TOP OF THE BASE TILE. (FRONT OF HOUSE ONLY.) TILE TRANSITION TO BE FLUSH. TOILETS SHALL BE REMOVED BEFORE TILE INSTALLATION AND THEN REPLACED. TILE START POINT. FLOAT FLOOR TILE FOR A SMOOTH TRANSITION. ADA NOTES (AD) CUSTOMER TOUCH POINT CT FACTORY FLOOR FINISH (GALV STL) WJ INTEGRAL COVE BASE. STEP UP AT FREEZER TRANSITION.PROVI(NOB qS R IN FREEZER). FLOORE WALK-IN EZ R)FLOOR . FLOAT TILE IN COOLERS TO TODRAINCITY KITCHEN. COORD. WITH COOLER WALL CONFIGURATION. METAL BASE IN COOLER; SEE SCOPE OF WORK. SEE DETAIL 1/A6.3. J' INSTALL NEW FLOOR AND BASE TILE THROUGHOUT KITCHEN, PER, OFFICE AND COOLER. NEW THRESHOLD. FLOAT TILE FOR SMOOTH TRANSITION. KEY NOTES B GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A ADDENDUM #2 12.01.17 A A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 ACO BELL EIVETUK IVI / UKWIL�1 2 5 2018 EXPLORER CEN E FINISH FLOOR PLAN PLOT DATE: 12-13-17 9 RI Illlll!I1111 • I IIIIIII IIIRI 17-Oy' O 0 • 10R }1 RI 0 = RI 7 RI P-8 0 8'-5" 2'-0 0 3 RI 0 9 RI 0 `1 TYP. `� TYP. ■ IIIIIIIIIIIIII! IIIIIIIII�!IIII P. P. TYP. TYP. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION REFLECTED CEILING PLAN 1/4"=1'-0° A Q EXTERIOR SOFFIT LIGHT 0-1 WALL SCONCE • PENDANT FIXTURE 0 NEW LED DOWNLIGHT (CENTER ON CEILING TILE) EXIT LIGHT (CEILING MOUNTED) 2X4 LED FIXTURE (NEW) HVAC RETURN GRILLE (NEV) INSULATED SEE SPEC F/A7.1 HVAC SUPPLY DIFFUSER (NEW) SEE SPEC F/A7.1 EMERGENCY LIGHTS 2X2 FLUORESCENT FIXTURE (NEV) SPEAKER - CENTER ON CEILING TILE DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N. CEILING FINISHES: A. REFER TO ROOM FINISH SCHEDULE (SHT A7.2) FOR CLG. FINISHES. SUSPENDED CEILING: A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, 2° MAX. D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS OF HANGERS WITH RELATED WORK. E. SEE SPECS FOR ADDITIONAL INFORMATION. F. CUT EDGES OF TEGULAR TILES SHALL BE ROUTED. GYPSUM BOARD CEILING: A, SUBSTRATE SHALL BE 1/2" THICK GYP BD. B. ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS. GYP. BD. FINISHING AND DECORATING: REFER TO DWGS FOR TEXTURE AND FINISHES. ELECTRICAL: A. SEE ELECT. DWGS. FOR FIXTURE SCHED. B. EXISTING EMERGENCY LIGHTS TO REMAIN. C. CEILING MOUNTED OUTLETS & PLATES SHALL BE BLACK D. PENDANTS SHALL BE CENTERED OVER TABLES. VERIFY TABLE LOCATIONS WITH SEATING VENDOR SUPPLIED CORE DRILL PLAN PRIOR TO LOCATING PENDANTS. MECHANICAL: A. ALL DINING ROOM SUPPLY AND RETURN GRILLES SHALL BE INSULATED. FAILURE TO COMPLY WILL RESULT IN INSTALLATION BEING REJECTED, CORRECTIONS MADE AND ALL REMEDIAL COSTS CHARGED BACK TO CONTRACTOR. REMODEL IMAGE (RI) REPAIR AND PAINT EXISTING T-BAR CEILING TO LIKE NEW CONDITION (PAINT TO MATCH IRON ORE) . REPLACE EXISTING LAY -IN 2X2 TILES WITH BLACK OR WHITE LAY -IN TILE (MATCH SPECIFIED CEILING SHOWN ON FINISH SCHEDULE). EXISTING FLEX DUCTWORK, SOFFITS, AND GRID TO REMAIN. C2-R-D NOT USED. 3 RI INSTALL NEW DIGITAL MENU BOARDS. EXISTING MENU BOARD BULKHEAD TO BE PAINTED. 5 RI NEW GYP. BD CEILING OVER SERVICE COUNTER. PROVIDE FRAMING AS REQUIRED. PENDANT LTG. SEE E1,0 C7-R-D EXISTING STEPPED SOFFIT TO REMAIN. 8 RI NOT USED. Qj } NEW RECESSED DOWNLIGHT, SEE Eta REPLACE EXISTING GRILLES/DIFFUSERS 1C1.9 ALL NEW AND REUSED CEILING ACCESSORIES SHALL BE PAINTED TO MATCH CEILING. QQ I CENTER PENDANT LIGHT ON WINDOW PANE. 13 RI NEW PENDANT LIGHT FIXTURES. CENTER OVER WORKBENCH TABLES. BOTTOM OF LIGHT TO BE 6-6" A.F.F. 141 NOT USED. -TOD COORDINATE WITH PEPSI FOR EQUIPMENT PROVIDED AND MODIFY CEILING AS REQUIRED TO MAINTAIN CLEARANCES FOR ICE MACHINE. NOTIFY ARCHITECT PRIOR TO BUILDING MODIFICATIONS IN THIS AREA. SOFFIT VENTING MUST COMPLY WITH THE FOLLOWING: ENCLOSED ATTICS/RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING SHALL HAVE NET FREE VENTILATING AREA OF NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, OR AS REQUIRED BY LOCAL CODE. PROVIDE 4"x12" MIN. SOFFIT VENTS. NO VENTS TO BE WITHIN 3" OF SOFFIT CAN LIGHTS. NEW EXHAUST GRILLE. CONNECT GRILLE TO EXISTING EXHAUST DUCTWORK ABOVE CEILING. EXISTING HOOD TO REMAIN. NOT USED. NOT USED. GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 © ADDENDUM #1 09.01.17 A ADDENDUM #2 12.01.17 A Il Il 0 Il CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA98188 REMOVE ILLUMINATED AWNING AND CONSTRUCT NEW WOOD FRAMED SOFFIT t(: E' IV, D DETAIL 9/A6.0. t NEW LED TROFFER LIGHTING IN BACK OF HOUSE AND RESTROOMS, SER .. OF 1 U I W ILA REINSTALL ALL FIRE ALARM AND SECURITY EQUIPMENT. JAN 2 5 T)18 ADA NOTES (AD) CUSTOMER TOUCH POINT (CT) PERMIT CET' TER att, EXTEND GRID AND INSTALL NEW TILES AS NECESSARY IN KITCHEN. MATCH EXISTING, C3 NEW FAN COIL FOR WALK-IN COOLER. 3 C PROVIDE STAINLESS STEEL WRAP IN CASE OPENING. CD ENTIRE BOH AREA: CLEAN, PREP AND PAINT EXISTING CEILING GRID WHITE. CLEAN EXISTING CEILING TILES AND HVAC DIFFUSERS/ RETURNS AND REINSTALL. ACK° M7OH EXPLORER REFLECTED CEILING PLAN NOT USED N.T.S. CEILING SYMBOL LEGEND E REFLECTED CEILING PLAN NOTES D KEY NOTES PLOT DATE: 12-13-17 FLOORS WALLS WALLS (LAMINATES) CEILINGS D - T-1 MFR.: CREATIVE MATERIALS CORPORATION P-1 MFR.: SHERWIN WILLIAMS WC-1 MFR.: MARMOLEUM CL-1 MFR.: USG IF PAINTING IN FIELD IS REQUIRED, PAINT TO BE: SHERWIN WILLIAMS SATIN/EGGSHELL #SW7069 IRON ORE (DK GREY) TYPE: FROST 414 (24" X 24") COLOR: 205 FLAT BLACK GRID: ARMSTRONG PRELUDE XL GRID COLOR: TECH BLACK - 15/16" EXPOSED TEE SYSTEM TYPE: SATIN / EGGSHELL LATEX COLOR: SW7020 BLACK FOX PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC A TYPE: BLACK HOLE COLOR: 3707 TYPE: CMC #506 GRAY QUARRY TILE COLOR: GRAY SIZE: 6"X6" GROUT: CMC #09 GRAY P-2 MFR.: SHERWIN WILLIAMS FRP-1 MFR.: MARLITE CL-2 MFR.: USG TYPE: VINYL FACED, STIPPLE SHELL FIRECODE COLOR: WHITE GRID: USG INT. INC. BY GRID COLOR; FLAT WHITE #050 DONN #272606-ZXA T-2 MFR.: CREATIVE MATERIALS CORPORATION NOTE: IF BEING INSTALLED IN A RUNNING BOND PATTERN, OFFSET THE TILES NO MORE THAN 33% TYPE: SATIN / EGGSHELL LATEX COLOR: SW7068 GRIZZLE GRAY PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC -A- TYPE: FIBERGLASS REINFORCED PANEL COLOR: FP-100 WHITE (PEBBLED FINISH) NOTE: NO COLOR VARIATIONS ACCEPTED -A- -A_ /S._ _A- -A_ -A_ -A- -A_ -A_ TYPE: CMC STAINED COLOR: MOCHA SIZE: 18)(36" GROUT: CMC CMC ULTRACOLOR PLUS SAHARA #11 THINSET: MAPIE ULTRAFLEX LFT WITH POLYMER P-3 MFR.: SHERWIN WILLIAMS ."- CL-3 MFR.: TYPE: GYPSUM BOARD COLOR: TYPE: SATIN / EGGSHELL LATEX COLOR: SW6148 WOOLSKEIN PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC P-4 MFR.: NOT USED CL-4 MFR.: USG TYPE: FROST 414 (24" X 24") COLOR: 050 FLAT WHITE GRID: ARMSTRONG PRELUDE XL GRID COLOR: WHITE - 15/16" EXPOSED TEE SYSTEM TYPE: COLOR: - PRIMER: - P-5 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6098 PACER WHITE PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC P-8 MFR.: SHERWIN WILLIAMS TYPE: SEMI -GLOSS COLOR: SW7002 "DOWNY" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC LAMINATES SYM DESCRIPTION ALTERNATE WT-1 MFR.: CREATIVE MATERIALS CORPORATION MFR.: DALTILE Zig F-6 MFR.: WILSONART TYPE: CMC LINES COLOR: OYSTER TYPE: TIMBERGLEN COLOR: DUNE P620 GREEN TYPE: SOLID SURFACE SIZE: 12"X24" GROUT: CMC ULTRA COLOR PLUS # 93 WARM GREY SIZE: 6"X24"X3/8" AT RESTROOMS GROUT: MAPEI #14 BISCUIT COLOR: AVALANCHE MELANGE 9175ML WHITE WITH BRONZE SPECKLES NOTE: TO BE INSTALLED WITH GRAIN HORIZONTAL, USE RONDEC SATIN ANODIZED ALUMINUM RO 100 AE FOR OUTSIDE CORNERS NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTAL WALL BASE VVT-3 MFR.: CREATIVE MATERIALS CORPORATION MILLWORK DOORS TYPE: CMC MAIOLICA COLOR: AQUA MARINE SIZE: 4x12 SYM DESCRIPTION ALTERNATE / NOTE SYM DESCRIPTION ALTERNATE SYM DESCRIPTION ALTERNATE GROUT: CMC #27 SILVER TM-1 MFR.: MILLWORK DL-1 MFR.: WILSONART * DOOR EDGES SHALL BE B-1 MFR.: CREATIVE MATERIALS CORPORATION NOTE: TO BE INSTALLED IN A RUNNING BOND PATTERNUSE RONDEC SATIN ANODIZED , ALUMINUM RO 60 AE FOR OUTSIDE CORNERS TYPE: CHAIR RAIL COLOR: PAINTED P-1 1 x 2 SOLID MAPLE TYPE: PLASTIC LAMINATE COLOR: 7981-K12, WEAR LANDMARK WOOD FINISHED SIMILAR TO FACES TYPE: CMC #506 GRAY QUARRY TILE COLOR: GRAY SIZE: 6"X6" COVE BASE GROUT: CMC #09 GRAY B-2 MFR.: CREATIVE MATERIALS CORPORATION TYPE: CMC STAINED COLOR: MOCHA SIZE: 6"x12" COVE BASE GROUT: CMC ULTRACOLOR PLUS SAHARA #11 REVIEWED FOR CODE COMPLIANCE APPROVED METAL TRANSITIONS OCT 23 2018 • SYM DESCRIPTION ALTERNATE / NOTE City of Tukwila nivIsioN 1. WHERE NOTED INSTALL FRP PANELS ON WALLS FROM TOP OF TILE BASE TO BOTTOM OF CEILING GRID EXCEPT WHERE CERAMIC TILE IS INDICATED. INSTALL FRP ON KITCHEN SIDE OF SERVING COUNTER WALL. 2. NOT USED. 3. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND FRP. 4. FOR FINISH LOCATIONS REFER TO: MT-1 MFR.: SCHLUTER ,RUILDING TYPE: SCHLUTER DILEX-AHKA80AE COLOR: AE, SATIN ANODIZED ALUMINUM SIZE: 3/8" profile MT-2 MFR.: SCHLUTER TYPE: REND-T COLOR: ANODIZED ALUMINUM SIZE: 11/32"H X 3/4"W SHEETS A4.0 & A4.1 - EXTERIOR ELEVATIONS SHEET A7.0 - FLOOR FINISH PLAN SHEET A7.1 - REFLECTED CEILING PLAN SHEETS A8.0 TO A8.1 - INTERIOR ELEVATIONS 5. ALL INTERIOR WALL & CEILING FINISHES TO BE CLASS A & B TO MEET ASTM E 84 MATERIAL TESTS. ALL FLOOR FINISHES MUST COMPLY W/ DOC FF-1 "PILL TEST." SANITARY COVE BASE SHALL BE OF SAME CLASS AS FLOOR FINISH AS DEFINED BY NFPA 253, CREATIVE MATERIALS CORPORATION: - RECEIVE CITY OF TUI JAN 2 5 PERMIT CE- PH: 800.207.2967 EXT BELL (2355) FAX: 518,452.9153 EMAIL: TACOBELLTILE@CREATIVEMATERIALSCORPORATIONCOM 0 ROOM FINISH SCHEDULE LEGEND 4 ROOM FINISH NOTES 20 GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 49311 330,572.2100 Fax: 330.572.2102 01/05/18 A ADDENDUM #1 09.01.17 A ADDENDUM #2 12.01.17 A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W, VALLEY HIGHWAY TUKWILA, WA 98188 D WILA 018 JTER TACO M7OH EXPLORER FINISH SCHEDULES PLOT DATE: 12-13-17 NOT USED NTS 17 NOT USED NTS 18 NOT USED NTS 19 1 REFERENCED SOURCES ARE: 2015 INTERNATIONAL BUILDING CODE (IBC), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10), & CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). 2 PROVIDE SUSPENDED CEILING GRID SYSTEMS FROM A SINGLE SOURCE (MANUFACTURER), DO NOT MIX GRID SYSTEMS. 3 PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAT 6`-0" IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. WALL BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. 4 GENERALLY, SUSPENDED CEILING AREAS UNDER 1,000 SQUARE FOOT DO NOT REQUIRE HORIZONTAL RESTRAINT WIRE AND/OR RIGID BRACING. CONSULT RULING AUTHORITIES AND LOCAL CODES FOR MINIMUM CEILING AREA REQUIREMENTS. 5 PROVIDE SUSPENDED CEILINGS EXCEEDING 2,500 SQUARE FEET IN AREA WITH "SEISMIC SEPARATION JOINTS" TO BREAK THE CEILING INTO INDEPENDENT UNITS LESS THAN 2,500 SQUARE FEET IN AREA THAT WILL ACT FAVORABLY IN A SEISMIC EVENT, RE: 4/A7.4. 6 ALL MAIN BEAMS (MAIN TEE RUNNERS) SHALL BE HEAVY-DUTY OR APPROVED EQUAL INSTALL AT MAXIMUM OF 4-0" APART, RE: A7.1, "FINISH MATERIAL SCHEDULE - CEILING - ACOUSTICAL TILES AND GRID" FOR SPECIFICATIONS. 7 ALL CROSS BEAMS (CROSS TEES) SHALL BE HEAVY-DUTY OR APPROVED EQUAL AND SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN, RE: A7.1 8 CHANGES IN CEILING PLANES REQUIRE POSITIVE BRACING AT TRANSITION. 9 ALL SEISMIC HANGER AND SPLAY WIRE SHALL BE 12 GAUGE GALVANIZED SOFT ANNEALED MILD STEEL OR CODE APPROVED EQUAL. ALL VERTICAL PERIMETER AND INTERMEDIATE HANGER WIRE SHALL BE 12 GAUGE GALVANIZED SOFT ANNEALED MILD STEEL OR CODE APPROVED EQUAL. HANGER AND PERIMETER WIRE SHALL BE INSTALLED VERTICALLY AT NO MORE THAN 10° FROM PLUMB (1 IN 6). ALL VERTICAL HANGER WIRE TIES SHALL BE "TWIST -TIE" IN NATURE WITH (3) TIGHT TURNS AROUND ITSELF IN 3" OF LENGTH. ALL SPLAY WIRE TIES SHALL BE "TWIST -TIE" IN NATURE WITH (4) TIGHT TURNS AROUND ITSELF IN 1i" OF LENGTH, RE: 8/A7.4. 10 ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND SPACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 11 PROVIDE LATERAL FORCE BRACING (VERTICAL COMPRESSION STRUTS AND SPLAY WIRES) AT 12'-0" MAXIMUM ON CENTER IN ALL DIRECTIONS AND 6'-0" MAXIMUM FROM FINISHED GRID EDGES AND WALLS, RE: 2 & 3/A7.4. SEE "SEISMIC POST SCHEDULE",4/A7.4, FOR COMPRESSION STRUT SIZES. 12 SEISMIC SPLAY WIRES SHALL BE (4) WIRES ATTACHED TO THE MAIN BEAM (RUNNER). WIRES SHALL BE ARRAYED 90° FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. SPLAY WIRES SHALL BE INSTALLED WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SPLAY WIRES SHALL BE ATTACHED TO THE CEILING GRID AND STRUCTURE ABOVE IN SUCH A MANNER AS TO SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER, RE: 2/A7.4 AND 3/A7.3 13 ATTACH HANGER WIRES ALONG MAIN RUNNERS AT 48" 0.C. WITH MAIN RUNNERS PARALLEL TO EACH OTHER AT NO MORE THAN 48" APART, CREATING 48" HANGER WIRE ARRAY IN TWO DIRECTIONS. 14 TERMINAL ENDS OF EACH MAIN RUNNER AND CROSS TEE SHALL BE SUPPORTED WITHIN 8" OF EACH WALL OR FINISHED GRID EDGE WITH A PERIMETER WIRE. 15 PROVIDE ARMSTRONG 7/8"X 7/8" WALL ANGLE MOLDING IN CONJUNCTION WITH ARMSTRONG BERC-2 SEISMIC WALL CLIPS TO SUPPORT TERMINAL ENDS OF MAIN TEES AND CROSS TEES AT WALLS. CEILING GRIDS SHALL BE POSITIVELY ATTACHED TO WALL MOLDING WITH COLOR MATCHING POP RIVETS ON ADJACENT WALLS AND FREE TO SLIDE WITH A 3/4" GAP ON THE OPPOSING WALLS. USE "BERC-2 SEISMIC CLIPS BY ARMSTRONG" TO PROVIDE APPROVED SLIP -JOINT. REFER TO ICC EVALUATION SERVICE REPORT: ERS-1308*, SECTION 4.4.3. 15 LIGHT FIXTURES AND MECHANICAL DEVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM AND CAPABLE OF RESISTING 100% OF THE FIXTURE WEIGHT IN ANY DIRECTION, RE: 8/A403 16 LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE TWO WIRES ATTACHED AT DIAGONAL CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SLACK WIRES SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS AS REQUIRED BY LOCAL CODES AND RULING AUTHORITIES.. 17 FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST (1) INCH IN ALL HORIZONTAL DIRECTIONS. 18 NO SUSPENDED CEILING ASSEMBLY WITHIN THE PROPOSED RENOVATION SPACE INVOLVES A SUSPENSION LENGTH GREATER THAN 66". SHEET NOTES: NTS 15 Q HEAVY-DUTY T-BAR GRID CROSS TEE. PROVIDE CROSS TEES AND MAIN TEES WITH THE SAME PROFILES WHERE "OPEN" GRID IS INSTALLED. HEAVY-DUTY T-BAR GRID MAIN RUNNER, SEE SPECS. ACOUSTICAL CEILING TILE WHERE APPLIES, RE: A7.1 FOR ADDITIONAL INFORMATION. PROVIDE MTL. TOP CLIP TO FASTEN COMPRESSION STRUT POST TO ROOF STRUCTURE PER ICC REPORT 1308. PROVIDE FASTENERS AS APPROVED BY ICC REPORT 1308. ( 6) PROVIDE SPRING CLIP AROUND VERTICAL HANGER WIRE AS SHOWN. APPLY TENSION TO COMPRESSION STRUT AND SECURE WITH #10 X 1" SELF -TAPPING STL. SCREW OR CODE -APPROVED EQUAL. CID INSTALL VERTICAL HANGER WIRE AT INTERSECTION OF MAIN AND CROSS TEE. VERTICAL SHALL BE DEFINED AS -s 10° (1 IN 6) FROM PLUMB, RE: 1/A7.4. PROVIDE (4) SPLAY WIRES ATTACHED TO MAIN RUNNER NOT MORE THAN 2" FROM THE INTERSECTION OF MAIN RUNNER AND CROSS TEE. 10 TELESCOPING ELECTRICAL METALLIC TUBING (EMT) AS COMPRESSION STRUT, RE: "SEISMIC POST SCHEDULE", 4/A7.3. 11 17 18 BACK-TO-BACK C-STUD AS ALTERNATIVE METHOD FOR COMPRESSION STRUT SYSTEM, RE: "SEISMIC POST SCHEDULE" BELOW. POSITIVELY ATTACHPOSTS TO GRID AND STRUCTURE ABOVE WITH APPROVED FASTENERS. PROVIDE VERTICAL "PERIMETER" SUSPENSION WIRE WITHIN 8" OF THE ENDS OF MAIN RUNNERS AND CROSS TEES ALIKE TERMINATE AT WALLS AND FINISH WITH EDGE TRIM, PROVIDE 3/4" GAP BETWEEN WALL ANGLE AND GRID T-BAR END AT WALLS THAT REQUIRE SUP -JOINT (UNATTACHED) CONDITION. INSTALL 2" BEAM END RETAINING CLIP (BERC-2) TO PROVIDE SLIP CONDITION. EXISTING WOOD ROOF TRUSSES. CONNECT TO STRUCTURE ABOVE USING METHODS AS APPROVED BY LOCAL CODES AND AUTHORITIES. ATTACH LIGHT FIXTURES TO SUSPENSION GRID WITH CODE -APPROVED CLIPS AND FASTENERS ON TWO OPPOSITE SIDES OF THE FIXTURE TO THE GRID MAIN RUNNERS. PROVIDE TWO DIAGONALLY OPPOSED HANGER WIRES AT CORNERS OF LIGHT FIXTURE TO THE STRUCTURE ABOVE. WIRES MAY BE SLACK, RE: 9/A7.4. PROVIDE BRACING AS NECESSARY TO MAINTAIN HANGER AND SPLAY WIRE ALIGNMENT, RE: 1/A7.4. CONNECT HANGER WIRES AT NOT MORE THE 3" FROM OPEN ENDS OF T-BAR GRID. PROVIDE 4" T-BAR CAP SLEEVE AS SLIP -JOINT. CRIMP ONE SIDE OF SPLICE CAP TO ALLOW MOVEMENT ON OPPOSITE END ONLY. (19) 7/8" X 7/8" MTL. WALL ANGLE SCREWED TO WALL WITH APPROVED FASTENERS, 20 PROVIDE COLOR MATCHING POP RIVETS TO FASTEN TERMINAL ENDS OF MAIN RUNNER AND CROSS TEES TO WALL ANGLES REQUIRING ATTACHMENT AND GRID ENDS TERMINATING IN TRIM. ATTACH HVAC - DIFFUSERS TO SUSPENSION GRID WITH CODE -APPROVED CLIPS AND FASTENERS ON TWO OPPOSITE SIDES OF THE FIXTURE TO THE GRID MAIN RUNNERS. PROVIDE TWO DIAGONALLY OPPOSED HANGER WIRES AT CORNERS OF DIFFUSER TO THE STRUCTURE ABOVE. WIRES MAY BE SLACK, RE: 10/A7.4. PROVIDE SEISMIC SEPARATION JOINTS AS REQUIRED FOR CEILING AREAS IN EXCESS OF 2,500 SQUARE FEET, RE: A7.1, "REFLECTED CEILING PLAN FOR SEPARATION LAYOUTS AND DETAIL 4/A7.4. 23 PROVIDE 6" EDGE TRIM AT OUTSIDE EDGE OF CEILING GRID IN GOLF, RE: 5/A7.4. 24 INSTALL ARMSTRONG AXIOM T-BAR CONNECTION CLIP AT EACH GRID END. FASTEN CLIP TO GRID ENDS WITH #6 X 7/16" FRAMING SCREWS, RE: 5/A7.4. SLACK WIRE AT DIAGONALLY OPPOSING CORNERS OF FIXTURES (1)-1/4" DIAMETER CLOSED EYE SCREW WITH 2" MIN. EMBEDMENT. WHERE SPLAYED WIRE IS PARALLEL AND ALIGNED WITH A EXISTING WOOD ROOF TRUSS, ATTACH SPLAY WIRE TO BOTTOM CHORD OF TRUSS. WHERE SPLAY WIRE IS PERPENDICULAR TO ROOF TRUSSES, ATTACH SPLAY WIRE TO NEW 2x6 BLOCKING INSTALLED BETWEEN ROOF TRUSS TOP CHORDS. PROVIDE ADDITIONAL 2x6 BLOCKING BETWEEN ROOF TRUSS TO CHORDS TO SUPPORT VERTICAL HANGER WIRE AS REQUIRED WHERE VERTICAL HANGER DOES NOT ALIGN WITH ROOF TRUSSES. CONTRACTOR TO VERIFY LOCATIONS. HANGER AND OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. 29 PROVIDE COLOR MATCHING 7/8" FLANGE X 1 3/4" HIGH X 9/16" FLANGE "C" CHANNEL TO TRIM OUTSIDE EDGE OF GRID, SEE SPECS. PROVIDE COLOR MATCHING POP RIVETS TO FASTEN MAIN RUNNER AND CROSS TEES TO CHANNEL, SEISMIC CEILING KEY NOTES NTS 11 7// / //// ////�fi// //// /// 8" MAX 4 X /// //// /// /// //////1// //// //// X II 0ro` ,I/II ...>. �( .. �('� �. A7.4 m.� �� A7.4 ordi - TIP• �IlINI 4'0" . 111 Mil 121_0° MAX 12' 0' MAX 6,_0„ AX /% gir 4 9111.11 N4 O / X I> X IX �. X X COMPRESSION STRUT AND SPLAY WIRES X HANGER AND PERIMETER WIRES 2" BEAM END RETAINING CLIP (BERC-2) SUSPENSION GRID EDGING AND TRIM - - SEISMIC SLIP JOINT HVAC - 24" X 24" AIR DIFFUSER 24" X 48" RECESSED FLUORESCENT LIGHT FIXTURE FINISHED INTERIOR WALL DASHED LINE - FLOOR LINE L____J OF RACEWAY BELOW PLAN VIEW AT SEISMIC 2' X 4' CEILING GRID NTS 2 6-0" FROM WAL III 1 1 1 1 I1 t 1 t 1 1 12'-0" O.C. TYP. BOTH DIRECTIONS Pre { 6'-0" MAX. FROM EDGE OF GRID TRI 2" MAX /// REVIEWED FOR CODE COMPLIAN APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISI O SECTION AT SEISMIC 2' X 4' CEILING GRID NTS NOMINAL SIZE POST TYPE ALLOWABLE LENGT} 3/4" X 1/2" X 0.059" MTL. CHANNEL 26" (2) 3/4" X 1/2" X 0.059" MTL. CHANNEL (BACK-TO-BACK) 39" 1 1/2" X 9/16" X 0.059" MTL. CHANNEL 33" (2) 1 1/2" X 9/16" X 0.059" MTL. CHANNEL (BACK-TO-BACK) 44" R( 1 5/8" X 1 1/4" X 0.0197" MTL. CHANNEL 106" CITY \ 0 (2) 1 5/8" X 1 1/4" X 0.0197" MTL. CHANNEL (BACK-TO-BACK) 141" 1AN 1/2"0 X 0.042" WALL THICKNESS EMT CONDUIT 47" 3/4"0 X 0.049" WALL THICKNESS EMT CONDUIT 61" PERM' 78" 1"0 X 0.057" WALL THICKNESS EMT CONDUIT 1 1/4"0 X 0.065" WALL THICKNESS EMT CONDUIT 102" 1 1/2"0 X 0.065" WALL THICKNESS EMT CONDUIT 118" 2"0 X 0.065" WALL THICKNESS EMT CONDUIT 150" 2 1/2" X 20 GAUGE MTL. C-STUD (SINGLE) 138" 2 1/2" X 20 GAUGE MTL. C-STUD (BACK-TO-BACK) 180" 3 5/8" X 20 GAUGE MTL. C-STUD 144" 3 5/8" X 18 GAUGE ► IN TUD (SINGLE) 168" !SCHEDULE NOTES: 1. THE INFORMATION PROVIDED IS FOR QUICK REFERENCE ONLY. OTHER RESTRICTIONS AND EXEMPTIONS MAY APPLY. 2. ALL STRUTS AND ALLOWABLE LENGTHS SHOULD BE VERIFIED BY APPROPRIATE AUTHORITIES. 3. WALL MOLDINGS SHOULD NOT BE USED AS STRUTS. 4. A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER THAN 15'-0" GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A ADDENDUM #2 12.01.17 0 A b A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 EIVED -UKWILA CENNER SEIS +4 =ICING , GRID PLAN, SECTION, & , NOTES NOT USED NTS 20 NOT USED NTS 16 NOT USED NTS 12 NOT USED NTS 8 SEISMIC POST SCHEDULE: NTS PLOT DATE: 12-13-17 NOT USED NTS 17 NOT USED NTS 18 NOT USED NTS 19 NOT USED NTS 20 HEADER DETAIL 11/2" =V-0" 13 SEISMIC GRID, LIGHT FIXTURE DETAIL 1/2" =1'-0" HEADER BEARING DETAIL 1 1/2" =1'-0" 14 NOT USED NTS 15 NOT USED NTS 16 SEISMIC GRID, AIR DIFFUSER DETAIL 1/2" =1-0° 10 NOT USED NTS 11 NOT USED NTS 12 SECTION AT CEILING GRID END TRIM NTS 5 SEIMIC GRID AT WALL - UNATTACHED NTS 6 SEISMIC GRID AT WALL- ATTACHED NTS 7 2x BLOCKING 4 TURNS IN 1p" MIN. SPLAYED PERPENDICULAR TO TRUSSES r A, Aare ,( z = '1� ® 27 VERTICAL UNDERSIDE OF ROOF DECK 2x BLOCKING NS N1'MIN. SPLAYED PERPENDICULAR TO TRUSSES 4004010�,�� '®" TRUSS BOTTOM CHORD 4 A NS IN 1i° MIN. SPLAYED PARALLEL & ALIGNED TO TRUSS HANGER WIRE ATTACHMENT NTS 8 SECTION AT CEILING GRID END TRIM NTS E.M.T. COMP STRUT DETAIL 3/4" =1'-0" 2 MTL.,STUD COMP. STRUT DETAIL 3/4"=1'-0" 3 IKF_V!S_.1:V'VL_L rUt< CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION RECEIVEC CITY OF TUKV'ILA GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 SEE SHEET A7.3 FOR KEY NOTES 8 ADDENDUM #2 12,Q1,17 A b A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 JAN 2 5 200 PERMIT CENTER CEILING EXPANSION JOINT DETAIL 3/4" = v-0" TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 \*OPEN TO BEYOND/ TM-1 C2.291 P- P-8 I EXIT I P-8 C18 1)11 B-2 C-1 TM-1 /10_9 P-1 RI P-1 1 7 R S-443 Frf I I 1 1 1 n _ 11 I 11 1 <S-375>- (-6R1 (1FA) P-5 P- \ \ tip \ li" \ I B- DINING 3 /8" = P-8 /OPEN TO BEYOND EQ. ert. P-2 EQ. EQ. P- EQ. 211FrWILVAMMIIMMIIIIIIIIIIMM IMINIIMMEMIIIIMINIMEN=11 17F8 I 1 1 1 1 1 I I 1 I 1 P-8 P 1 17 RI OPEN TO \KITCHEN / \ / I I I 11111 1111 I 1 1 J I 19 R F-6 2 R I B-2 c- 4 RI c- B-2 TM-1 -----\ \ EXIT/ 11\ (ED- ra Ilak \ \ \ \ TYP. / \ \ \ \ \ \ / / / / / \ / 1 / vt 4 R F-6 DL-1] Una I B-2 1-fl DINING 3 /8"-V-0" TM-1 FiD DL-1 7 P-1 P-8 7;le 1111 1 1 1 1_17 111 1 1 1 1 I 1 J I I 1 I J 11 1 I 1 I 1 I 1 I I 1 1 I 1 1 e 6? I 1 I I B- TM-1 DINING 3/8" = T-0" PASSAGE 3/8" SERVING 3/8.= iLo. Q4_231)- 3'-0" MIN. REMODEL IMAGE (RI) CrOil INSTALL 1/2" NEUTRAL GREY SCHULTER WALL TRIM AT TILE EDGE. JI CHAIR RAIL. SEE 15/A6.0. INSTALL NEW DIGITAL MENU BOARDS. A NEW WINDOW SILL j1 REINSTALL EXISTING SECURITY CAMERA.. R) PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS / EQUIPMENT ABUT WALL SURFACES. WHERE GAP BETWEEN WALL AND COUNTER SPLASH / EQUIPMENT EXCEEDS 1/4, PROVIDE S.S. CLOSURE ANGL DROP PENDANT LIGHT FIXTURE. SEE SCOPE OF WORK . INSTALL WALL TILE ON ALL SIDES OF ALCOVE. NEW FRAMED ARTVVORK, SEE SHEET A2.0. REINSTALL EXISTING SAFE. 11 RI NEW PARTIAL HEIGHT WALL, 2" X 2" SS CORNER/ END WALL CHANNEL GUARD, FULL H iIl STAINLESS WRAP TO FINISH OFF UNDERSIDE OF BULKHEAD. (14-R1) SERVING COUNTER. REFER TO SHEET A2.0. PROVIDE STAINLESS SHROUD TO COVER REFRIGERATION LINES ABOVE SELF SERVE DRINK "DRIVE THRU OPEN LATESIGN. INSTALL ON STREET SIDE. INSTALL WHITE OR BRUSHED METAL QUARTER ROUND MATCHING INSTALLED TILE THICKNESS AT EXPOSED EDGE. CI 8 RD STEPPED SOFFIT TO REMAIN. INSTALL CAP ON WALL. PROVIDED BY VENDOR. 1/2" PLYWOOD BACKING (150"X18") TO BE INSTALLED BEHIND THE DRYWALL WALL SURFACE 8 R REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila IfinJILDING DIVISION A GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 AS, ADDENDUM #1 09.01,17 A ADDENDUM #2 12.01,17 A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 ADA NOTES (AD) CO ACCESSIBLE SIGNAGE. VERIFY LOCAL REQUIREMENTS. RECEIVEil C31) PROVIDE TACTILE EXIT SIGN AT EGRESS DOOR PER "TACTILE SIGN' DETAIL ONGTAY.OF TUKsv ',LA WHEN EXISTING IS NOT PROVIDED. CD) INSTALL "ASK IF YOU NEED ASSISTANCE SIGN." CUSTOMER TOUCH POINT CT REINSTALL FRUTISTA MACHINE ON NEW CART. CD) REINSTALL HAND SOAP AND SANITIZER DISPENSERS. JAN 2 5 203 PERMIT CENT :r7t vac() [JEL M7OH EXPLORER INTERIOR ELEVATIONS DINING ROOM SERVING 3/8" = I-0" KEY NOTES A PLOT DATE: 12-13-17 P DL-1 B-25 B-265> B-241>--I IB B-310> B-300 7{B-275> 2A al MEN'S RESTROOM 3 B-253> (Ft IWT 1] It co 11 ,[ 1 1 1 1 I ( 11 WOMEN'S RESTROO 3/8"=1'-0" <B-310 B-300 B-304 <B-275 NOTE: REFER TO SHEET ADA1.0 FOR MOUNTING HEIGHTS AND CLEARANCES OF ACCESSORIES AND FIXTURES. ZB-Z53} • I B-2 1 Rj WT-11 MEN'S RESTROOM 3/8"=1'-0" <B-265> <B-251> B-2 B-24 1 7 WOMEN'S RESTROOM 3/8"=1'-0" v co L 60' CLEAR PASSAGE 4-5" 48" C II II 11 II II II 14'-4" 1 1 2 B-24 B-25 II 8" MIN.I Ik 11 40, z L_ 26" EAR 0 5" MIN, it II II II II 3' -0 i I 1/ V . 3-241 I I ly / 2A I � 2A I mil <B-253 111 IIII► 711 WOMEN 11 8B-30 it it II 7" `<B-310> —<B-275> v <8 304> <B 410> NOTE: ALL DIMENSIONS IN THIS PLAN ARE FINISH -TO -FINISH DIMENSIONS OR FINISH -TO -CENTER OF FIXTURE DIMENSIONS * INDICATES ABSOLUTE DIMENSION 1 <B-304> <B-275> <B-310> U ENLARGED RESTROOM PLAN 1/2"=1'-0" A NO. QTY. MINIMUM EQUIPMENT REQUIRED MFR. & MODEL NUMBER BID B - CONTRACTOR BUILDING ELEMENTS B-241 2 SOAP DISPENSER (WALL MOUNT) KAY 3741 AD B-251 2 SANITIZER DISPENSER (WALL MOUNT) KAY 3741 AD B-265 2 MIRROR, 18" X 36" BOBRICK #8-265-1836 SURFACE MTD AD B-275 2 TOILET PAPER DISPENSER BOBRICK B2890 SURFACE MTD AD B-253 2 COMBO PAPER TOWEL DISPENSER/TRASH RECEPT. BOBRICK #B-3944 SEMI -RECESSED MTD (HAS 4" PROJECTION) AD 8-300 2 GRAB BAR 1-1/2"DIA X 36" S.S. FIN. BOBRICK #86806X36 SURFACE MTD AD B-304 2 GRAB BAR 1-1/2"DIA X 48" S.S. FIN. BOBRICK #B6806X48 SURFACE MTD AD , B-310 2 GRAB BAR 1-1/2"DIAX 18" S.S. FIN. BOBRICK #B6806X18 SURFACE MTD AD B-410 1 SANITARY WASTE RECEPTACLE RUBBERMAID #6140 ,INCLUDES ACCESSORY KIT & MOUNTING HARDWARE AD RESTROOM ACCESSORY SCHEDULE REMODEL IMAGE (RI) fy'j► WALL TILE AS INDICATED, SEE GENERAL NOTES #8. ADA NOTES (AD) CD INSTALL PIPE WRAP ON ALL EXPOSED DRAIN AND SUPPLY LINES. CD INSTALL FLUSH VALVE ON WIDE SIDE OF TOILET STALL. « INSTALL CONTROL VALVE FOR AUTOMATIC FAUCET IN WALL. PROVIDE STAINLESS STEEL ACCESS PANEL. CUSTOMER TOUCH POINT (CT) REV(EWFD 1 OR CODE COMPLIANCE APPROVED OCT 23 2013 City of Tukwila BUILDING DIVISION NOT USED 3/8"=1'-0" B 1. PROVIDE PROPER 2x BLOCKING AT WALL RECESSED MOUNTED ACCESSORIES. 2. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED PER ADA REQUIREMENTS. REFER TO SHEET ADA1.0. GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A 0 A A 0 A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 3. REFER TO FLOOR PLAN NOTES ON SHEET A1.0 FOR BLOCKING AND SUBSTRATE NOTES. 4. LOCATE FLUSH HANDLE ON WIDE SIDE OF STALL. RECEI' ED CITY OF TLKWILA 5. PROVIDE WALL TILE BEHIND ENTIRE MIRROR AREA TO ALIGN MOUNTING SURFACES. 6. REFER TO ACCESSIBILITY CODES FOR MOUNTING HEIGHTS AND CLEARANCES OF BAN 2 5 201E ACCESSORIES AND FIXTURES. PERMIT NTE 7. ALL DIMENSIONS THIS DRAWING ARE TO FINISH SURFACE. 8. PROVIDE 5/8" CEMENTITIOUS BOARD SUBSTRATE FULL HEIGHT BEHIND ALL NEW TILED WALLS. 9. PROVIDE 1/4" MAX GAP AT ALL TOILET PARTITION PANEL JOINTS. 10. DENOTES FINISH MATERIAL. REFER TO SHEET A7.2 FOR FINISH SCHEDULE. 11. <—DENOTES NEW TOILET ROOM ACCESSORIES. 1!'ACnOn M7OH EXPLORER INTERIOR ELEV. ENLARGED RESTROOM NOT USED 3/8"=1'-0" KEY NOTES B PLOT DATE: 12-13-17 SURFACE OF DRIVE THRU LANE 6' 0 STEEL POST FILLED WITH CONCRETE 6" WIDE x 24" DEEP CONCRETE CURB FINISH SURFACE a 1 1 1—ICI-1 1 1— STRANDER BLVD PART AIr: SITETP REMODEL IMAGE (RI) CD EXISTING DRIVE TO REMAIN. y EXISTING SIDEWALK TO REMAIN. 3 RI EXISTING PARKING TO REMAIN. EXISTING OCB AND MENU BOARD. CUSTOMER TOUCH POINT (CD ',rLI Wt,- APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION REMOVE EXISTING SIDEWALK AS REQUIRED FOR INSTALLATION OF NEW COOLER/FREEZER. RESEED AREA AT COMPLETION. C—D INSTALL NEW FROST SLAB AT NEW EXTERIOR DOOR. SEE STRUCTURAL DRAWINGS. NEW BOLLARD. SEE DETAIL'1', THIS SHEET. KEY NOTES 1"=10'-0" RECEIVE CITY OF TUK JAN252 P"M T CEN ice GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A ADDENDUM #2 12.01.17 A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 ILA 18 MC@ BELL M7OH EXPLORER ARCH ITECTU RAI SITE PLAN A9.0 PLOT DATE: 12-13-17 TOTAL SEATS ACCESSIBLE SEATS 1-20 1 21 - 40 2 41 - 60 3 61 - 80 4 81 - 100 101 - 120 6 121 - 140 7 NUMBER OF ACCESSIBLE SEATS ELEVATION SEATING AND TABLES N.T.S. 18 REQ'D IN CA ONLY 5" EXIT 60" MAX. TOP OF SIGN 48" MIN. BTM, OF BRAILE NOTE: REQUIRE TACTILE EXIT SIGN PER DETAIL ADA1.0-13 WHEN EXISTING NOT PROVIDED TACTILE SIGN N.T.S. 21 10" MAX. Co z 2 30" EXAMPLE: DRINK MACHINE, ETC. CONDIMENTS • 2 • g It) LE co w u_ z 0 0 citi) 0 < 1— CO 1— ° 0 0 u9 u.1 co 1— )c 0 0 < z 63 1— ,1- REACH RANGES N.T.S. IN REQ'D IN CA ONLY cc) NOTES: 1. TOP OF GRIPPING SURFACE 33" TO 36" MAX TO THE TOP OF THE BAR, SEE NOTES BELOW 2. 12" MINIMUM CLEAR ABOVE GRAB BAR 48" S.S. GRAB BAR 39" o 41" 6" TO 12"MAX 36" S.S. GRAB BAR 33" (EXCEPT @ TANK TOILETS, WHICH SHALL BE- 36") 2 0 0 co VERTICAL S.S. GRAB BAR (IF RQ'D) T.S. COVER DISPENSER SHALL BE MOUNTED 1 1/2" (MIN.) BELOW GRAB RAIL 19" TO 48" A.F.F. FOR OPERABLE OPENING W/O OBSTRUCTION FROM GRAB BAR — CONTROLS MOUNTED ON WIDE SIDE OF TOILET AREA 40" MAX. TO MIRROR MTD @ 40" A.F.F. MAX TO BOTTOM OF REFLECTING SURFACE LAV. INSULATE HOT WATER & DRAIN PIPES 14" MIN. / 17" MAX. PROJECTION FROM WALL URINAL 6" MAX. DEPTH x 30" MIN. WIDTH TOE CLEARANCE 8" MIN. DEPTH x 30" MIN. WIDTH KNEE SPACE SWITCHES DRYER PAPER TOWEL DISPENSER PULL STATION THERMOSTAT FIRE ALARM 48" MAX: ADA MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED N.T.S. 1 PROTRUDING OBJECT FREESTANDING OBJECT MOUNTED ON POSTS OR PYLON MAY OVERHANG 12" MAX FROM 27" TO 80" ABOVE FINISH FLOOR OBJECT PROJECTION FROM WALL BETWEEN 27" TO 80" ABOVE FINISH FLOOR SHALL PROTRUDE NO MORE THAN 4" ACCESSIBLE ROUTE OBJECT PROJECTION FROM WALL LESS THAN 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT FLOOR SHALL BE SLIP -RESISTANT SURFACE AND LEVEL WITH MAX 1/4 CHANGE IN LEVEL 12" 4' 36" MIN. CLR. z 2 0 • 14 INT. ACCESS. ROUTE CLEARANCES ACCESSIBLE RESTROOM DOORS N.T.S. 15 MOUNT COAT HOOK ON INSIDE OF TOILET STALL DOOR BOBRICK OR CHRISTY COMMERCIAL HARDWARE & SUPPLY WAREHOUSE #039-6529 OR SIMILAR ADA COMPLIANT HOOK. CHRISTYHARDWARE.COM 877-544-5400 NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES COAT HOOK N.T.S. 20 REINFORCED S.S. LATCH WITH THROUGH BOLTED KEEPER. ADA COMPLIANT S.S. PULL (BOTH SIDES) ON ALL ACCESSIBLE TOILET STALLS. MOUNT PULLS BELOW LATCH AND KEEPER, NOTE: DOOR HOOKS SHALL BE PLACED IN ACCESSIBLE STALLS BETWEEN 40" MIN TO 48" MAX ABOVE FINISH FLOOR NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES PARTITION DOOR LATCH @ PULL 16 SIGN POST OBSTRUCTION ACCESSIBLE ROUTE WALK 1/2" = 1'-0" 10 PROTRUDING HAZARDS 1/2" = 11 CHANGES IN LEVEL N.T.S. 12 13 1/2" CLEAR FLOOR SPACE 48" MIN. 2 2 MAX ACCESSIBLE URINAL 3/4" =1'-0" 6 GRAB BAR SHALL BE 1-1/4" TO 2" MAX., OUTSIDE DIA.- TYPICAL 2- 1/4"x3' EXPANSION ANCHORS AT MASONRY OR CONC. WALL 2- #10x2" SCREWS AT WOOD OR STEEL STUD WALL-TYP. /INA CLR. 2 2 1/8"x2" BENT PLATE WELDED TO RAIL AND1/8"x3" DIAMETER MOUNTING PLATE @ 4'-0" 2"x6" BLOCKING AT WOOD STUD WALLS (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL GRAB BAR 3" - 1'-0" 7 ACCESSIBLE ROUTE 48" 9" 0,, CLEAR NOTE: 1. MAINTAIN 36" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS. 2. INTERNATIONAL SYMBOL OF ACCESSIBILITY REQUIRED ON TOP EDGE OR FRONT OF ALL ACCESSIBLE TABLES. 0 CC DINING ROOM SEATING CLEARANCES N.T.S. 8 z w 0 0 < z wo OD 3'-0" MIN. (965) 2'-0" MIN. (6 1-0" MIN. (322) t 5'-0" MIN. (152 16" MIN. TO 18" MAX 4" MAX. (100) TOILET PAPER VERTICAL GRAB BAR, SEE DTL 1 2'-8" MIN. z . (-5 • ° § § :0§ c.) w 4- z Z Z p_ 2 8 7- ce E. (8 5) ** IF TOILET STALL IS CONSTRUCTED OF SOLID WALLS WITHOUT 9" OF TOE CLEARANCE UNDER PARTITION, PROVIDE ADDITIONAL 6" WIDTH AND DEPTH co 0 0 z 0 -± cr a. 2 n no- m Lrl-r 0 STANDARD TOILET STALL N.T.S. • 0 17" MIN. CLEAR FLOOR SPACE 48" MIN REvIalvci3 CODE C iEbLANCE APPPOVE, 21313 City of Tukwila BUILDING DIVISION ACCESSIBLE LAVATORY 3/4"=1'-0" 3 1. INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. THESE MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA REQUIREMENTS. THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER RECE IV CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT. CITY OF TU 2. 60" TURNING SPACE - PERMITTED OVERLAP LIMITED TO 1 ARM OF T-SHAPED SPACE - CAN OVERLAP FIXTURE & DOOR CLEARANCE - DOOR CAN SWING INTO TURNING SPACE A MAXIMUM OF 12" JAN 2 5 2 PERMIT CE1 3. RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SWING, 4. TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES GENERAL NOTES .4110A. GPD GROUP Professional Corporalion 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 NILA 18 I E Fi TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 BELL M7OH EXPLORER ACCESSIBILITY REQUIREMENTS ADA1.0 PLOT DATE: 12-13-17 CLEAR FLOOR SPACE AT DOOR STRIKE SIDE DOOR CLOSER IF PROVIDED, SHALL HAVE AT LEAST A 5-SECOND CLOSING TIME PERIOD FROM 90° OPEN POSITION TO 12° FROM LATCH PROVIDE ISA DECAL @ ALL PUBLIC ACCESSIBLE ENTRANCES DOOR HANDLE, SEE HARDWARE NOTES 0 cc) ED,‘ 2 3'-0" DOOR WIDTH 1, ED TYP. ENTRANCE / EXIT DOOR N.T.S. 17 NOT USED N.T.S. 18 THRESHOLD - SEE DETAILS 12, 14 / A6.1 32" MIN. CLR. OPENING DOOR AND HARDWARE PER SHEET A1.1 24" CLEAR SPACE FINISH ELEVATION TO MATCH FINISH FLOOR ELEVATION AT DOOR SLIP RESISTANT SURFACE (MEDIUM BROOM FINISH) CROSS SLOPE 1:50 OR 2% MAX. IN ALL DIRECTIONS. 60" NOTE: 1. INTERIOR DOOR PRESSURE CANNOT EXCEED 5 LBS. 2. 60% OF PUBLIC ENTRANCES MUST BE ACCESSIBLE. EXTERIOR DOOR REQUIREMENTS 1/2" = 13 MIN. 60 DEGREE SLOPE SEE DETAIL 12 /ADA1.0 BOTTOM RAIL OF DOOR 2 ALUMINUM THRESHOLD #10 S.M. IN PLASTIC EXPANSION ANCHOR BOTTOM RAIL (EXTERIOR DOOR) 3" = 1'-0" 14 NOT USED N.T.S. 2 NOT USED N.T.S. 1 1 !QT—USE D N.T.S. r317:\ ffr2',/,47 3 CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL JAN 2 5 2018 PERMIT CENTE GPD GROUP Professional Corporation 520 South Main Street, Sulte 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 TACO M7OH EXPLORER ACCESSIBILITY REQUIREMENTS NOT USED N.T.S. 16 NOT USED N.T.S. 12 NOT USED N.T.S. 4 PLOT DATE: 12-13-17 WALL LAVATORY FLOOR MOUNT UPRIGHT SUPPORT 4x4 WELDED BASE PLATE W/ (4) 1/2" HILTI KWIK BOLT II OR EQUAL FINISH FLOOR PIPE OR SIMILAR ELEMENT SURFACE PENETRATION SEA Step 1 Step 2 Step 3 NOTE: ALL FLOOR, WALL, CEILING AND ROOF PENETRATIONS SHALL PROVIDE NO GREATER THAN A 1/4" OPENING AT THE PENETRATION. IF THE OPENING IS GREATER THAN 1/4" THEN THE OPENING SHALL BE SEALED WITH ONE OF THE FOLLOWING APPROVED SEALERS: 1) NP-1 by Sonneborn Corp. 2) Geocel 3) Rustoleum Industrial Grade Sealant or 4) Bondaflex PUR 25. If the opening is visible to customers then an NSF approved stainless cover plate (escutcheon) shall be installed. LAVATORY SUPPORT N.T.S. H TYP. PENETRATION SEAL DETAIL 1/2" TEMPERED WATER TO LAVATORY SHUT-OFF VALVE (TYP) THERMOMETER CHECK VALVE (TYP) 1/2" LINE DOMESTIC CW DOMESTIC HW TEMPERING VALVE N.T.S. G /11111111111111111111111111111111111111111111 1 111111111111111.1111111111.1.11MISI BARRIER FREE LAVATORY TRUEBRO'HANDI-LAV-GUARD 2' & TRUEBRO TRAP COVER MODEL #102W MOLDED VINYL PIPE INSULATION KIT OR EQUIVALENT. BAR. FREE LAV. PIPE SHROUD N.T.S. F FOR QUARRY TILE FILL WITH GROUT NOTE: ALL FLOOR SINKS MUST BE 1/2" ABOVE TILE FLOOR AS SHOWN ABOVE FLOOR SINK DETAIL N.T.S. I RESTROOM RENOVATION DINING ROOM RENOVATION PLUMBING PLAN 1/4"=1'-0' A 1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, 2. ALL VALVES, SHOCK ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON -ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 3. PRIOR TO COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD BEFORE STARTING WORK. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 4. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR TO REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. 5. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE & LOCAL ORDINANCES & REGULATIONS E HAVING JURISDICTION, CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ALL PLUMBING WORK & MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE LOCAL PLUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING SAFETY. OBTAIN & PAY FOR ALL PERMITS, FEES & INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. ALL PIPING TO BE CONCEALED UNLESS NOTED OTHERWISE. 6. THE EQUIPMENT ROUGH -INS AS SHOWN ARE BASED UPON AVAILABLE INFORMATION. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN, THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. 7, INSTALL SHUTOFF VALVES ON ALL HOT AND COLD WATER LINES TO FIXTURE OR APPLIANCE. ALL EXPOSED WATER AND WASTE LINES SHALL BE CHROME PLATED. 8. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 9. PROVIDE TEMPERING VALVE AT EACH LAVATORY. SET TEMPERED WATER TEMPERATURE TO 110°F. GENERAL NOTES ITEM FIXTURE SOIL OR WASTE VENT COLD WATER HOT WATER TEMP'D WATER WASTE FU WATER FU DESCRIPTION MANUFACTURER / MODEL NUMBER WATER CLOSET 4" 2" 1J2" 4 2 WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE, ELONGATED BOWL, ADA COMPLIANT, 1.1 GPF, WITH OPEN FRONT SEAT LESS COVER, OLSENITE #95 OR EQUIVALENT, FLUSHOMETER TANK: SLOAN FLUSHMATE OR EQUAL. PROVIDE TANK COVER LOCKS. FLUSH LEVERS SHALL BE RIGHT HAND OR LEFT HAND AS REQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL. VERIFY FLUSH SIDE REQUIREMENTS AM. STD. "CADET" / MODEL: 2467.100 KOHLER "HIGHLNE" / MODEL: K-3519 {WC I 1 LAVATORY 1-1/2" 1-1/2 112" 1.0 1.0 WHITE VITREOUS CHINA, WALL HUNG, WITH CONCEALED ARMS SUPPORT, 4" CENTERS, WITH NISHED BACKSPLASH,BY OW ERAL AND INSTALLED BYYA THE PLUMBING CONTRACTOR. MOTION ACTIVAT DACCESSIBLE. FLAT GRID STRAINER. FAUCET:R FAUCET, , ADA COMPLIANT. SEE H/P1.0 FOR LAV SUPPORT DETAIL. A.S COMRADE / MODEL 0124.131 L 1 FLOOR DRAIN (3") 3" 2" -- -' -- 2 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTOR AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE ZURN / MODEL: FD-2210 (FD ] 1 ) SIOUX CHIEF 842 OATEY 72000 FLOOR SINK 4" 2" -- 6 PVC 12" SQUARE FLOOR SINK, 8" DEEP, WITH ALUMINUM OR PVC DOME STRAINER AND LOOSE SET PVC SLOTTED TOP GRATE. JOSAM / MODEL: JPFS4-PVC (FS ( 1 ) ZURN / MODEL: FD-2370-PV4-DS-F MIXING VALVE -- 1/2" 1/2" -- -- THERMOSTATIC, 125 P516, 200VF BRONZE BODY, STAINLESS STEEL PISTON LINER, CHECK VALVES SIZE PER PIPE CONNECTIONS. ASSE 1070 COMPLIANT. HYDROTEK SERIES HBL LEONARD SERIES 270 (MV I 1) URINAL 2" 1-1/2" 3/4" '- 4 5 WHITE VITREOUS CHINA, WALL HUNG, TOP INLET, ADA COMPLIANT, 1.0 GPF, WITH WALL HANGER. FLUSH VALVE: SLOAN ROYAL 186-1, ZURN Z6003 AV-WSI OR DELANEY DL-F452. AM. STD. "LYNBROOK" / MODEL:6601,012 KOHLER "FRESHMAN" / MODEL:K-4989-T (UR 1 1) HAND SINK 1-1/2" 1-1/2" -- -- 1/2" 2 1.5 S-1: STAINLESS STEEL HAND SINK, WALL HUNG, INCLUDES A 6" GOOSENECK STAINLESS. FAUCET W/FOOT VALVE PER DETAIL 1/P1.0. BRAIDED WATER LINES. AERO #HS-MOD -- (HS 1 1 ) i MOP SINK 3" 2" 1/2" 1/2" — -- 3 R 3 MOP SINK: AERO - 3MP-2121-6 W/ 48" HIGH S,S LEFT SIDE AND BACK -SPLASH. FURNISHED BY OWNER, INSTALLED BY GC. FAUCET: T&S #132465, WITH VACUUM BREAKER,FFURNISHED`BY OWNER, INSTALLED BY GC. i S 2 �� 1/2" T.W. 1-1/2" CONNECT TO EXISTING TEMPERED WATER WATER RISER 5 CONNECT TO EXISTING 3" VENT CONNECT TO EXISTING 4" MAIN SANITARY RISER CONNECT TO EXISTING 3/4" C.W. MAIN 1/2" C.W.---"f ®MP WATER RISER CONNECT TO r i EXISTING 3" VENT CONNECT TO EXISTING 4" MAIN SANITARY RISER 3/4" CONNECT TO EXISTING 3/4" C.W. MAIN (UR 1 (4 A0 WATER RISER CONNECT TO EXISTING 3" VENT NC LUR) ) 1 1 L• 7-2" CONNECT TO EXISTING 4" MAIN SANITARY RISER ADA NOTES (AD) 1A EXISTING LAVATORY TO BE REMOVED FOR RESTROOM RENOVATIONS AND REPLACED WITH NEW (L-1) IN LOCATION SHOWN ON PLANS. SEE ARCH. SHEETS FOR EXACT LOCATION OF NEW FIXTURE. INSTALL NEW WATER, SANITARY, AND VENT PIPING FOR NEW L-1 AS NECESSARY FOR COMPLETE INSTALLATION. FIELD VERIFY EXISTING TEMPERING VALVE ON WATER SUPPLY MEETS ASSE 1070, PROVIDE/REPLACE WITH MV-1 AS NECESSARY TO MEET CURRENT CODE REQUIREMENTS. SEE LAVATORY SUPPORT DETAIL H/P1.0. PROVIDE BARRIER FREE LAV PIPE SHROUD ON ALL PIPING UNDER LAV SEE DETAIL F/P1.0. SEE DETAIL 'J' THIS SHEET FOR WALL PENETRATIONS. EXTEND AND CONNECT 1-1/2" VENT TO MINIMUM 3" VENT THRU ROOF. EXTEND AND CONNECT 1/2" T.W. TO EXISTING MIXING VALVE. EXTEND AND CONNECT 2" DRAIN LINE TO EXISTING MINIMUM 4" SANITARY SEWER. FIELD VERIFY EXACT LOCATIONS PRIOR TO START OF ANY WORK. EXISTING WATER CLOSET TO BE REMOVED AND REPLACED WITH NEW (WC-1) PER ADA REG'S. CONTRACTOR SHALL INSTALL NEW WATER, SANITARY, AND VENT PIPING AS REQUIRED, SEE ARCH. SHEETS FOR EXACT LOCATION OF NEW FIXTURE. FLUSH VALVE TO HAVE HANDLE ON WIDE SIDE FOR STALL (PER ADA REQUIREMENTS) COORDINATE ALL PLUMBING WORK WITH G.C.SEE DETAIL 'J' THIS SHEET FOR WALL PENETRATIONS. EXTEND AND CONNECT 3" VENT TO MINIMUM 3" VENT THRU ROOF. EXTEND AND CONNECT 1/2" C.W. TO EXISTING 3/4" MAIN C.W. LINE. EXTEND AND CONNECT 4" DRAIN LINE TO EXISTING MINIMUM 4" SANITARY SEWER. FIELD VERIFY EXACT LOCATIONS PRIOR TO START OF ANY WORK. EXISTING FLOOR DRAIN. FIELD VERIFY EXACT LOCATION PRIOR TO START OF WORK. RAISE TO LEVEL OF NEW FLOORING. PROVIDE AND INSTALL NEW GRATE TO MATCH EXISTING. (LA) EXISTING URINAL TO BE REMOVED AND REPLACED WITH NEW (UR-1) PER ADA REG'S. CONTRACTOR SHALL INSTALL NEW WATER, SANITARY AND VENT PIPING AS REQUIRED, SEE ARCH. SHEETS FOR EXACT LOCATION OF NEW FIXTURE. COORDINATE ALL PLUMBING WORK WITH G.C. SEE DETAIL 'J' THIS SHEET FOR WALL PENETRATIONS.EXTEND AND CONNECT 1-1/2" VENT TO MINIMUM 3" VENT THRU ROOF. EXTEND AND CONNECT 3/4" C.W. TO EXISTING 3/4" C.W. MAIN LINE. EXTEND AND CONNECT 2" DRAIN LINE TO EXISTING MINIMUM 4" SANITARY SEWER. FIELD VERIFY EXACT LOCATIONS PRIOR TO START OF ANY WORK. REMODEL IMAGE (RI) �► NEW FLOOR SINK. EXTEND AND CONNECT NEW 3" SANITARY LINE TO MINIMUM 3" SANITARY SEWER. CONNECT NEW 1-1/2" VENT TO EXISTING 1-1/2" MINIMUM VENT. FIELD VERIFY EXACT LOCATION PRIOR TO START OF ANY WORK. SEE DETAIL 'I' THIS SHEET. CUSOMERTSUCHOI T C 1C EXISTING MOP SINK TO BE (REMOVED FOR KITCHEN RENOVATIONSAND r ARCH. SHEETS DFOR WITH (S-2) IN LOCATION OF NESHOWN W FIXTURE. E.NINSTAL 1 0 WATER, SANITARY, AND VENT PIPING FOR NEW S-2 AS NECESSARY FOR COMPLETE INSTALLATION. EXTEND AND CONNECT 2" VENT TO MINIMUM 3" VENT THRU ROOF. EXTEND AND CONNECT 1/2" C.W. AND JA H.W. TO EXISTING C.W. AND H.W. LINES. EXTEND AND CONNECT 3" DRAIN LINE TO EXISTING MINIMUM 3" SANITARY SEWER. FIELD VEpIiM) EXACT LOCATIONS PRIOR TO START OF ANY WORK. EXISTING HAND SINK TO BE REMOVED FOR DINING ROOM AND KITCHEN RENOVATIONS AND REPLACED WITH NEW (HS-1)IN LOCATION SHOWN ON PLANS. SEE ARCH. SHEETS FOR EXACT LOTION OF NEW FIXTURE. INSTALL NEW WATER, SANITARY, AND VENT PIPING FOR NEW HS-1 AS NECESSARY FOR COMPLETE INSTALLATION. FIELD VERIFY EXISTING TEMPERING VALVE ON WATER SUPPLY MEETS ASSE 1070, PROVIDE/REPLACE WITH MV-1 AS NECESSARY TO MEET CURRENT CODE REQUIREMENTS. SEE DETAIL J THIS SHEET FOR WALL PENETRATIONS, EXTEND AND CONNECT 1 1/2" VENT TO MINIMUM 3" VENT THRU ROOF. EXTEND AND CONNECT 1/2" T.W. TO EXISTING MIXING VALVE. EXTEND AND CONNECT 2" DRAIN LINE TO EXISTING MINIMUM 3" SANITARY SEWER. FIELD VERIFY EXACT LOCATIONS PRIOR TO START OF ANY WOR . GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, 0H 49311 330.572.2100 Fax: 330.572.2102 01/05/18 ADDENDUM #2 12.01.17 A A A 0 A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 2017088.36 05.10.17 M70H-EXP MAY 2017 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 E IVG D UKWILA 2 5 2018 CENTER PERMIT AND APPROVAL REQUIRED aco BELL M7OH EXPLORER PLUMBING PLAN & SCHEDULE PLOT DATE: 12-13-17 PLUMBING FIXTURE SCHEDULE D PLUMBING RISERS N.T.S C KEY NOTES B 0 IIIIIII1111 0 0 0 0 0 0 0 • OLD 0 0 ItiG11' • 0 0 0 0 0 • 0 0 0 • 0 )2( • 0 2 0 ;,1 R-D 1 RI co 0 0 0 1 RI 0 r_� 0 0 ti 1111111111 0 1111111111 0 111111111111 0 4R 3/ 4R 4 RI 0 0 0 MECHANICAL PLAN 1/4"=V-0" A HVAC GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STANDARDS FOR COMMERCIAL BUILDINGS. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES, SAFETY ORDERS AND REGULATIONS. 3. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 4, ALL SUPPLY/RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED, 5. ALL SUPPLY/RETURN DUCTWORK SHALL BE RIGID, WITH THE EXCEPTION OF THE LAST 5'-0" WHICH MAY BE FLEX. 6. CONTRACTOR SHALL OBTAIN AND DOCUMENT SUPPLY DIFFUSERS, RETURN GRILLES AND ALL EXHAUST SYSTEM CFM READINGS PRIOR TO PERFORMING ANY WORK. 7. CONTRACTOR SHALL REFURBISH EXISTING ROOF TOP UNITS AND EXHAUST FANS TO "LIKE NEW" CONDITION. REFURBISHING SHOULD INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A. CLEAN AND SERVICE RTUS AND FANS, B. ADJUST AND CALIBRATE ALL CONTROLS INCLUDING, ALL SENSORS, VALVES AND ECONOMIZER DAMPERS. C. GREASE AND LUBRICATE ALL FANS, REPLACE ALL BELTS AND ANY DAMAGED COMPONENTS. D. PROVIDE COMPLETE SERVICE TO ALL MODES OF THE HVAC SYSTEM(S) IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 8. CONTRACTOR SHALL RE -BALANCE HVAC SYSTEM TO MATCH READINGS OBTAINED BEFORE START OF WORK, EXCEPT WHERE NOTED OTHERWISE. d 0 MFR.: MODEL: COLOR: SIZE: TYPE: MATERIAL: MOUNTING: MFR.: MODEL: COLOR: SIZE: TYPE: MATERIAL: MOUNTING: MFR.: MODEL: COLOR: SIZE: TYPE: MATERIAL: MOUNTING: MFR.: MODEL: COLOR: SIZE: TYPE: MATERIAL: MOUNTING: EGER PRODUCTS, INC. EGER ADVANTAGE AIR DIFFUSERS: EA314-B BLACK 2" TALL, 14" COLLAR, 24x24 DIFFUSER PLASTIC LAY -IN EGER PRODUCTS, INC. EGER ADVANTAGE AIR DIFFUSERS: EA314-W WHITE 2" TALL, 14" COLLAR, 24x24 DIFFUSER PLASTIC HARD CEILING/LAY-IN EGER PRODUCTS, INC. EGER ADVANTAGE AIR DIFFUSERS: WHITE 2" TALL, 8" COLLAR, 12x12 DIFFUSER / RETURN PLASTIC HARD CEILING 2X12-08W EGER PRODUCTS, INC. EGER ADVANTAGE AIR RETURN GRILLES: EFARECW WHITE 2' TALL, 24x24 RETURN GRILLE PLASTIC HARD CEILING/LAY-IN DISTRIBUTOR: GARY BELTZ, OWNER 330.418.9348 BUCKEYE PLASTIC AIR DIFFUSERS 3936 APRIL DRIVE UNIONTOWN, OHIO 44685 SCOPE NOTES R INSTALL NEW HVAC DIFFUSER IN GENERAL PROXIMITY TO EXISTING DUCT BRANCH. CONNECT TO EXISTING DUCT BRANCH. DIFFUSERS ARE TO BE PROVIDED WITH INSULATED NECKS. FIELD VERIFY EXISTING NECK SIZE OF EACH DIFFUSER OR GRILLE AND ORDER TO MATCH. FIELD VERIFY EXISTING DUCTWORK IS LEAK FREE. PATCH AS NEEDED. FIELD VERIFY AND NOTE EXISTING SUPPLY AIR FLOW RATE. BALANCE NEW HVAC DIFFUSER TO MATCH EXISTING SUPPLY AIR FLOW RATE WITH NEW ROOFTOP UNIT. INSTALL NEW EXHAUST GRILLE IN GENERAL PROXIMITY TO EXISTING DUCT BRANCH. CONNECT TO EXISTING DUCT BRANCH. FIELD VERIFY EXISTING NECK SIZE OF EACH GRILLE AND ORDER TO MATCH. FIELD VERIFY EXISTING DUCTWORK IS LEAK FREE. PATCH AS NEEDED. CD INSTALL NEW RETURN GRILLE. CONNECT TO EXISTING DUCT BRANCH. FIELD VERIFY EXISTING NECK SIZE OF EACH GRILLE AND ORDER TO MATCH. FIELD VERIFY EXISTING DUCTWORK IS LEAK FREE. PATCH AS NEEDED CD) CONTRACTOR SHALL CLEAN ALL EXISTING KITCHEN/BACK OF HOUSE DIFF2 RS AND RETURN AIR GRILLES. CONTRACTOR SHALL FIELD VERIFY DUCTWORK IS IN J LEAK FREE CONDITION. PATCH AND/OR REPAIR, IF REQUIRED, PER SMACNA REQUIREMENTS. FIELD VERIFY AND NOTE EXISTING SUPPLY AIR FLOW RATE. BALANCE HVAC DIFFUSER TO MATCH EXISTING SUPPLY AIR FLOW RATE WITREI ROOFTOP UNIT. 5 R NEW THERMOSTATS ASSOCIATED WITH NEW ROOFTOP UNITS, RTU-1 AND RTU-2, SHALL BE INSTALLED IN THE SAME LOCATION AS THE REMOVED THERMOSTATS. C F' r SEPARATE PERMIT AND APPROVAL REQUIRED GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, ON 44311 330.572.2100 Fax: 330.572.2102 01/05/18 ® ADDENDUM #2 12.01.17 A A Il 0 0 0 CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 IVED TUKWILA? ACO 52018 L M7OH EXPLORER MECHANICAL PLAN PLOT DATE: ■ NOT USED E GENERAL NOTES N.T.S. D PLASTIC DIFFUSER SPECIFICATION N.T.S. C KEY NOTES 12-13-17 ■ O■ mom ® ail a. . ... 0., (lQ,l%JJ/J oso /. 1j1 O 0 00.•))) il�. , ..V.e. ei ,, 1 / N P. DID ROOF PLAN 1/4"=V-0" A AREA SERVED FAN DATA COOLING CAPACITY HEATING CAPACITY UNIT ELECT DATA MAX UNIT WEIGHT (LBS) MANUFACTURER AND MODEL NUMBER REMARKS SUPPLY CFM MIN O.A. CFM ESP HP RPM NOM TONS MIN CAP (MBH) TOT/SEN EER INPUT (MBH) OUTPUT (MBH) STAGES AFUE VOLTS/ PH MCA MOPD (XX-XXX) MARK RTU-1 DINING 3000 750 0.8 2 861 7.5 91.2/86.8 12.5 130 104 2 80 208/3 39 45 1212 LENNOX LGH092H4M SEE NOTES 1-5 RTU-2 KITCHEN 4000 950 0.8 3 945 10 122.2/98.8 12.0 130 104 2 80 208/3 46 50 1254 LENNOX LGH120H4M SEE NOTES 1-5 SCHEDULE NOTES: 1. LISTED CAPACITY IS THE STANDARD UNITS GROSS COOLING CAPACITY AT 80°F DB / 67°F WB EAT AND 95°F AMBIENT. OUTDOOR DESIGN CONDITION, SUMMER 84.5°F & 64.8°F WB, WINTER 19.2°F (ARI STANDARD CONDITIONS). THERMOSTAT SHALL BE PROGRAMMED FOR 73°F IN SUMMER AND 68°F IN WINTER WITH 2°F ADJ. FUNCTION UP OR DOWN. THE UNOCCUPIED TEMP SHALL BE SET TO THE STORE SCHEDULE AND 60°F MINIMUM. 2. SPECIFIED RTUS ARE DOWN DISCHARGE PACKAGED GAS / ELECTRIC ROOFTOP UNITS WITH MINUMUM 2-STAGE COOLING. INCLUDES THROUGH THE ROOF CURB POWER, GAS & CONDENSATE DRAIN. GAS PIPING SHALL BE FACTORY PIPED WITH SHUT-OFF OUTSIDE OF UNIT. 3. SPECIFIED UNIT INCLUDES HINGED ACCESS DOORS, 2" PLEATED FILTERS, LOW AMBIENT CONTROL TO 0 DEG. F., MODULATING ECONOMIZER, CIRCUIT BREAKER WITH SINGLE POINT WIRING, HAIL GUARD, AND ROOF CURB ADAPTER. 4. PROVIDE EPDXY COATED COILS. 5. THERMOSTAT AND REMOTE SENSOR PROVIDED WITH HVAC PACKAGE. THERMOSTAT TO BE PROGRAMMABLE ZONE THERMOSTAT W/ REMOTE SENSOR. HVAC UNIT SCHEDULE REMODEL IMAGE (RI) EXISTING MECHANICAL UNITS TO REMAIN UNLESS OTHERWISE NOTED. 2 RI NEW 7.5 TON ROOFTOP UNIT, RTU-1, TO BE INSTALLED IN THE SAME LOCATION AS THE EXISTING 7.5 TON UNIT. EXTEND AND CONNECT EXISTING DUCTWORK TO NEW ROOFTOP UNIT CONNECTIONS. EXTEND AND CONNECT EXISTING CONDENSATE DRAIN LINES TO NEW ROOFTOP UNIT, TRANSITION EXISTING GAS LINE AS NECESSARY. BALANCE OUTSIDE AIR TO THE VALUES STATED IN THE HVAC UNIT SCHEDULE. NEW 10 TON ROOFTOP UNIT, RTU-2, TO BE INSTALLED IN THE SAME LOCATION AS THE EXISTING 10 TON UNIT. EXTEND AND CONNECT EXISTING DUCTWORK TO NEW ROOFTOP UNIT CONNECTIONS. EXTEND AND CONNECT EXISTING CONDENSATE DRAIN LINES TO NEW ROOFTOP UNIT. TRANSITION EXISTING GAS LINE AS NECESSARY. BALANCE OUTSIDE AIR TO THE VALUES STATED IN THE HVAC UNIT SCHEDULE. NEW WALK-IN COOLER & FREEZER CONDENSING UNITS. REUSE EXISTING PIPE HOODS. SEE SHEET A3.0 FOR ADDITIONAL INFORMATION. RECEIV CITY OF TU JAN 2 5 PERMIT CE SEPARATE PERMIT AND APPROVAL REQUIRED GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 01/05/18 ® ADDENDUM #2 12.01.17 A 0 0 A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 TA:.) <WILA 2018 KEY NOTES \ITER AC O DELL M7OH EXPLORER LW c1w 0 I H (4 Rl) B E2 pp C1W X1B 1B� FT • F7 F7 ok CTB C9B C9B 0 C1B 0 C1B �4 RI C10B F7 E2 0 C1W ciw 0 ciw0 TYP. C1Vv 0 C1W C1W 0 F4 C1W 0 C1W 0 C1 W 0 • F4 3 RI B1 Cl 0 X1W F4 C1W C1W C1W C1W 0 0 0 0 E1B C1B 0 F7 C1B 0 0 C1B F7 F4 F7 C1 W 0 C1W 0 C6W 0 5 C6W 0 6 0 C1B F7 C1Wy C1W 0 0 C1B 0 C1B B1 3'-0" 95") OF BULKH 3'-0" ME J B1 B1 B1 B1E C1W0 C1W�0 0 C1W 0 TYP. 2 RI GENERAL SCOPE 0 REPLACE ALL LIGHT FIXTURES (EXCEPT HOOD AND WALK-IN) O2 RECOMISSION HVAC SYSTEM (REFURBISH AND REPLACE TO ORIGINAL SPECS) 03 CIRCUIT ALL LIGHTS TO EXISTING LIGHTING CIRCUITS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY NO OVERLOADS. VERIFY SWITCHING WITH OWNER. GENERAL NOTES A. CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER. B. EMERGENCY AND NORMAL LIGHTING MARKED WITH "NL" SUBSCRIPT SHALL OPERATE CONTINUOUSLY. PROVIDE UNSWITCHED HOT TO NORMAL AND EMERGENCY BALLAST. C. EMERGENCY LIGHTING TO BE LEFT IN PLACE. D. ALL CONDUITS ENTERING OR LEAVING COOLER/FREEZER SHALL BE PROVIDED WITH SEAL -OFF FITTING WITH COMPOUND PER NEC 300-(7a). E. CONTRACTOR SHALL FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING HARDWARE. F. ALL FIXTURES SUPPLIED WITH LAMPS. G. DOWNLIGHTS IN BLACK DROPPED CEILING SHALL HAVE BLACK TRIM RINGS. H. PENDANT LIGHTS SHALL BE CENTERED OVER TABLES. VERIFY TABLE LOCATIONS WITH SEATING VENDOR SUPPLIED CORE DRILL PLAN PRIOR TO LOCATING PENDANTS. CONTRACTOR IS RESPONSIBLE FOR LOADING ON ALL PANELS AND FEEDERS PER THE N.E.C. CONTRACTOR SHALL KEEP CIRCUIT CONTINUITY TO DEVICES TO REMAIN. E.C. SHALL VERIFY THAT ALL LOADS PLACED ON EXISTING PANELS AND FEEDERS DO NOT EXCEED THE MAXIMUM LOADING REQUIREMENT PER THE LATEST EDITION OF THE NEC. NOTIFY NE IF OVERLOAD IS POSSIBLE. LIGHTING PLAN 114"=1'-0" A NO. QTY LOCATION MFR / CATALOG NUMBER DESCRIPTION LAMP BALLAST TYPE MOUNTING VOLT WATT REMARKS # TYPE TYPE HT. B1 i� KITCHEN MAXLITE M MLFP-24DE-45-41 2x4 LED FLAT PANEL LED VARIES 120 45 B1E KITCHEN BATHROOM MAXLITE MLFP-24DE-45-41-EM 2x4 LED FLAT PANEL LED SEE PLAN 120 45 W! BATTERY BACK-UP g2E KITCHEN BATHROOM MAXLITE MLFP-22EP-35-41-EM 2x2 LED FLAT PANEL LED SEE PLAN 120 35 W/ BATTERY BACK-UP El B DINING LIGHTALARMS LCA-2MRS-BLACK 2 HEAD EMERGENCY- WHITE 2 WALL TOP @ 9'-4" U.O.N. 120 18 UNSWITCHED 'HOT' E2 EXTERIOR LIGHTALARMS CAM-SD-DB-CW EXTERIOR EMERGENCY EGRESS FIXTURE 2 WALL SEE KEY NOTES 120 18 UNSWITCHED 'HOT' C1 B DINING TCP: LED14DR5630KB95 ELITE HOUSING: B61C-AT-P-CL-BL RECESSED LED DOWNUGHT 1 LED RECESSED DROP CLG 120 14 BLACK TRIM RINGS C1W .I DINING TOP: LED14DR5630KB95 ELITE HOUSING: B6IC-AT-P-CL-WH RECESSED LED DOWNLIGHT j LED RECESSED DROP CLG 120 i4 WHITE TRIM RINGS C6W 3 KITCHEN MAXLITE: RR61930WC-L4 ELITE HOUSING: 861G-AT-W-CL-WH RECESSED LED DOWNLIGHT 1 LED VARIES 120 14 WHITE TRIM RINGS F4 4 DINING BASELIGHT C015/78EXT/591NT/BLC25WINCMAX DINING ROOM PENDANT 1 LED PENDANT BOT. @ 6'-0" A.F.F. 120 25 F7 7 DINING HI-LITES H24212-96-C6 DINING ROOM PENDANT 1 PENDANT BOT @ -0" A.F.F. 7'-0"15-20-WLBL-60P 120 12 Xi 8 1 DINING LIGHTALARMS QLXN504R-N EXIT SIGN, LED UNIVERSAL MOUNT LEd LED WALL 120 3 X1W 2 DINING LIGHTALARMS QLXN500R-N EXIT SIGN, LED UNIVERSAL MOUNT LED WALL 120 3 EX= INDICATES EXISTING TO REMAIN LIGHTING FIXTURE SCHEDULE E NOT USED D NOT USED C T R ECJUNCTION ON BOX. CGC TO RUN A 6ORANGE CAT 6 LINES FROM LINES SHOULD HAVE BOTH ENDS PROPERLY TERMINATERK SWITCH TO DATA CJAN 2 I LUIO WITH RJ-45 CONNECTORS. EXCESS CAT6 CABLE TO BE COILED INTO SERVICE LOOPS AT EACH END AND LEFT ACCESSIBLE FOR DMB INSTALL TEAM. CAT RUN IN ACCORDANCE WITH ALL LOCAL MUNICIPALITY CODE REQUIREMENMKEVIIT L4 CUSTOMER TOUCH POINT (CT) CD INDICATES LIGHTING FIXTURES PROVIDED WITH WALK-IN COOLER. REFER TO GENERAL NOTE D. 2 C J-BOX FOR COOLER/FREEZER LIGHTS. COORDINATE WITH MANUFACTURER. CD) WATER PROOF ELECTRICAL CONDUITS. E-A "A E APPROVAL REQUIRED KEY NOTES REMODEL IMAGE (RI) NOT USED. (2 RI) COORDINATE MOUNTING HEIGHT WITH EXISTING SOFFIT. CD EXISTING SMOKE DETECTORS TO REMAIN. CD EC SHALL INSTALL SHOW WINDOW RECEPTACLE IF NONE ARE PRESENT. EC SHALL PROVIDE (1) 20A, 120V CIRCUIT BACK TO SPARE CIRCUIT IN EXISTING PANELBOARD. NEW CIRCUIT BREAKER SHALL MATCH TYPE AND RATING OF EXISTING BREAKERS. A EC / GC TO INSTALL A TOTAL OF (4) IG5262 DUPLEX OUTLETS IN (2) QUAD BOXES ON FRONT OF VALANCE WALL AS SHOWN. OUTLETS TO BE STRAIGHT BLADE. EC SHALL PROVIDE (1) 20A, 120V CIRCUIT BACK TO SPARE CIRCUIT IN EXISTING PANELBOARD. NEW CIRCUIT BREAKER SHALL MATCH TYPE AND RATING OF EXISTING BREAKERS. OUTLETS TO BE ON AN ISOLATED/DEDICATED GROUNDED CIRCUIT THAT IS NOT CONNECTED TO ANY RESTAURANT POWER MANAGEMENT SYSTEM. EC / GC TO INSTALL (1) OPEN DATA JUNCTION BOX (JB) IN VALANCE WALL. CONBMIfE I I-) ��� TERMINATED ABOVE CEILING TO HAVE BUSHING. Crry OF T J KW 14Ln1CO BELL !_ i.\ GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, 0H 44311 330.572.2100 Fax: 330.572.2102 1© ADDENDUM #1 09.01.17 A ADDENDUM #2 12.01.17 0 A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA98188 M7OH EXPLORER LIGHTING PLAN AND SCHEDULE PLOT DATE: 12-13-17 R 0.54 0.54 0.18 0.54 0,54 1.00 1.86 1.86 1.86 X H C 3 39 4 GENERAL SCHEDULE NOTES A, CONTRACTOR IS RESPONSIBLE FOR LOADING ON ALL PANELS AND FEEDERS PER THE N.E.C. CONTRACTOR SHALL KEEP CIRCUIT CONTINUITY TO DEVICES TO REMAIN. E.C. SHALL VERIFY THAT ALL LOADS PLACED ON EXISTING PANELS AND FEEDERS DO NOT EXCEED THE MAXIMUM LOADING REQUIREMENT PER THE LATEST EDITION OF THE NEC. NOTIFY NE IF OVERLOAD IS POSSIBLE. B. NEW/REVISED LOADS AND NEW BREAKERS ARE SHOWN "BOLD" ON THE PANEL SCHEDULE. ALL OTHER LOADS AND BREAKERS SHOWN ARE EXISTING. C. E.C. SHALL PROVIDE AN UPDATED, ACCURATE, PRINTED BREAKER IDENTIFICATION CARD INSIDE PANEL DOOR AFTER WORK IS COMPLETED. D. E.C. SHALL REMOVE ANY ABANDONED WIRING AND LABEL UNUSED BREAKERS AS 'SPARE. E. WHERE NEW BREAKERS ARE TO BE PROVIDED, THE A.I.C. RATING OF THE NEW BREAKERS SHALL MATCH EXISTING EQUIPMENT. F. E.C. SHALL COORDINATE WITH THE POWER Co. AND PROVIDE AVAILABLE FAULT CURRENT AND ARC -FLASH CALCULATIONS AND PROVIDE LABELS ON ELECTRICAL EQUIPMENT PER NEC 1 10.16 AND LOCAL JURISDICTION REQUIREMENTS. G. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO FULLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BID. NO ADDITIONAL CONSIDERATIONS WILL BE ALLOWED AFTER THE BID, H. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SWITCH, FUSE, CONDUCTOR, CIRCUIT BREAKER SIZES, ETC., FOR CODE COMPLIANCE. NOTIFY ENGINEER OF ANY AND ALL DISCREPANCIES PRIOR TO BID. I. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY AND DETERMINE MAXIMUM 12 MONTH DEMAND LOAD, AND ADD NEW EQUIPMENT LOAD, AND VERIFY NO OVERLOADS ON MAIN INCOMING SERVICE, BEFORE START OF WORK. J. ONLY PANELS WITH NEW WORK ARE SHOWN. ALL OTHER PANELS ARE EXISTING TO REMAIN. K L R M X H C 1.12 9.80 I. 8.62 11.94 K KITCHEN DE. = LITE DE R RCPT DE. M=MOTOR DE X MISC DE H=HEAT DE C COOL DE BREAKER 20 20 20 20 20 20 DESCRIPTION NALK.IN COOLER CE MACHINE DRIVE-TNRU YER OU7LE SPARE DRINK SYST 0RINK SYST 1517Y OUTLET TACO CAB NE TACO CABINS DIMING ROOF ICE MACHINE NEW RTU•2 HAND DRYER (WOMEN HAND DRYER !MEN SPARE IS ED CONNECTED 606010 26 0.0 TOT AUREVIS£DCONNEC7ED1OAD 7 D®EO% PE RN EC TABLE22V.56 7.84 KVA D I250 - 1.30 KVA 01003o OFHRST 10 KVA&500 OFREMAINDER 8.62 KVA 0100R 10.97 KVA D IOOR 3.04 KVA 0100%lP H>C,0RIFH<C 73.26 KVA 010DRIFC>H2OF IFC<H 0.00 KVA TOTAL/REVISED DEMAND LOAD = 45.03 KVA 12574 AMP 011 OE: 225/9 TO UTILITY TRANSFORMER VOLTAGE CRIPTIO HOOD LIGHT KITCHEN LICH MENU 8OARD 0ESCRIPTION AUST FAN 0/ OKE DETECTOR T WATER SYST U7BOY OUTLET ISC. UT 0UIL UT Y OWL NE0N SIGN EW WALK.W FREEZER NEW COOLER IKi9T A 0.00 4 LOCATION: BO DESCRIPTION WINO ROOM LIGHTS IN ROOM LIGHTS SO AT LIO HT S (,}.{] UTILITY 0 SO8TI7 MENU BOARD/SIGN YARD LIGHTS EAST YARD LIGHTS SOUTH YARD LIGHTS NORTH iR{I KITCHEN POSOUTLET ROOF DGHTS E&W NIGHT LIGHT 00E LIGHTS NORTH EXIT E0N SIGN FLAG AND POLE LI EON SIGN „ SPARE E0N SIGN 8RE A1ARMS YSTE Ol PARE ON EAST SIDE BUILD! EVERAGE DI S PENSO 201_UNN HOTWAIERSYSTEM _^ 5.7 K=KTCHEN L=t/TE R = RCPT M =MOTOR X=MISC H=HEAT C=COOL TO CONNECTED 10 7 11.25 0.OD TOTD CONNECTED LO DEMAND'180A PERNEC TAB 1E 220.56 8.54 KVA DEMAND 125% 14.81 KVA DEMAND 100% OF FIRST 10KVA&50% OF REMAINDER 1.62 KVA OEMAN01009 0.00 KVA DEMAN0 I0016 1.47 KVA DE100'6 IF H>C.0%IFH<C 11.25 KVA DEMAND100%IF C>H.0%IFC<H 0.00 KVA tOTAL/REVISEDDEMANDLOAD= 37.69 KVA 104.75 AA8P EXISTING PANEL B 225A MLO 208Y/120V 3PH, 4W 20 20 1.06 2.01 201 L 1.03 ER Ot.E K 2 1 KER POLE A PANEL SCHEDULE EXISTING PANEL A 225A MLO 208Y/120V 3PH, 4W EXIST CEXIS EXISTING SWITCH BOARD 600A MCB 2 4 6 8 14 16 18 2 2 EXISTING METER EXISTING UTILITY CO. PAD MOUNTED TFMR GRADE ❑DOD❑ 00 00 0O°o❑ CONTRACTOR IS RESPONSIBLE FOR LOADING ON ALL PANELS AND FEEDERS PER THE N.E.C. CONTRACTOR SHALL KEEP CIRCUIT CONTINUITY TO DEVICES TO REMAIN. E.G. SHALL VERIFY THAT ALL LOADS PLACED ON EXISTING PANELS AND FEEDERS DO NOT EXCEED THE MAXIMUM LOADING REQUIREMENT PER THE LATEST EDITION OF THE NEC. NOTIFY A/E IF OVERLOAD IS POSSIBLE. ONE LINE DIAGRAM SHOWN FOR REFERENCE ONLY TO SHOW GENERAL ARRANGEMENT OF PANELS. E.C. SHALL VERIFY ALL FEEDERS AND ARRANGEMENT OF PANELS IN FIELD. NOTIFY A/E OF ANY DISCREPANCIES THAT WOULD PROHIBIT COMPLETION OF WORK. CONTRACTOR SHALL COORDINATE WITH THE POWER Co. TO DETERMINE MAXIMUM 12 MONTH DEMAND LOAD AND AVAILABLE FAULT CURRENT AND ARC -FLASH VALUES, AND PROVIDE CALCULATIONS IN ORDER TO PROVIDE PROPERLY RATED EQUIPMENT. PROVIDE LABELS ON ELECTRICAL EQUIPMENT PER NEC 110.16 AND LOCAL JURISDICTION REQUIREMENTS. A EXISTING ONE LINE DIAGRA HOLD-UP BUTTON (MOUNT 2-1/2" 3 -El BEHIND COUNTER EDGE) Lu Q J-BOX w t3 1 2" x 4" J-BOX W/ DATA PORTS m 4 DUPLEX ISOLATED GROUND OUTLET DOUBLE DUPLEX ISOLATED GROUND OUTLET ALL OUTLETS AND BOXES MOUNTED IN THE SERVING COUNTER CABINETRY ARE TO BE 24" AFF. INSTALL JUNCTION BOXES WITH CONDUIT UNDER CABINET TO NEAREST WALL AND TO ABOVE CEILING. PROVIDE DEDICATED OUTLET FOR SAFE. E.C. SHALL PROVIDE A PREPRINTED SELF-ADHESIVE LABEL ON ALL POS RECEPTACLES STATING "POS USE ONLY". G.C. TO COORDINATE DIMENSIONS WITH OWNERS REPRESENTATIVES. FRONT COUNTER DETAIL C GENERAL SPECIFICATIONS 1. THE INTENT OF THESE SPECIFICATIONS AND NOTES IS FOR THE CONTRACTOR TO PROVIDE ALL LABOR, MATERIAL, SUPERVISION, AND EQUIPMENT NECESSARY FOR COMPLETE ELECTRICAL INSTALLATION AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS FOR A FULLY OPERATIVE ELECTRICAL SYSTEM. 2. THE ELECTRICAL INSTALLATION OF LIGHT FIXTURES AND OTHER WORK SHALL COMPLY WITH OR EXCEED ALL REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL STATE AND LOCAL CODES AND ORDINANCES APPLICABLE TO THIS PROJECT. 3. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS REQUIRED BY LAWS, REGULATIONS, CODES OR ORDINANCES NECESSARY TO FURNISH AND INSTALL ALL WORK INDICATED ON THE PLANS OR HEREIN SPECIFIED. 4. ALL WIRING IN PLENUM SPACES SHALL BE PLENUM RATED PER NEC 300-22. 5. ALL WIRE SHALL BE TYPE THHN/THWN 600V INSULATION RATED FOR 90 DEGREE. #12 THHN/THWN. ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY COPPER. ALL WIRES SHALL BE INSTALLED IN STEEL EMT RACEWAYS. 6. COLOR CODE FEEDERS AND BRANCH CIRCUIT CONDUCTORS AS FOLLOWS: 208Y/120 VOLTS PHASE BLACK A RED B BLUE C WHITE NEUTRAL GREEN GROUND GREEN/YELLOW ISO. GROUND 7. ALL BOXES AND ENCLOSURES SHALL BE METAL AND NEMA TYPE AS NOTED OR REQUIRED. 8, ALL MOUNTING HEIGHTS PER CODES AND ADA. E.C. SHALL VERIFY THAT ALL LOADS PLACED ON EXISTING PANEL DO NOT EXCEED THE MAXIMUM LOADING REQUIREMENT PER THE LATEST EDITION OF THE NEC. NOTIFY NE IF OVERLOAD IS POSSIBLE. GENERAL NOTES A. RECEPTACLES IN WHITE SOFFIT SHALL BE WHITE WITH WHITE COVERS, B. RECEPTACLES IN BLACK CEILING SHALL BE BLACK WITH BLACK COVERS. C. RECEPTACLES IN WALLS SHALL BE WHITE WITH STAINLESS STEEL COVERS. REMODEL IMAGE (RI) C) RUN 1/2" CONDUIT BELOW SLAB FROM NEAREST EXISTING WALL RECEPTACLE TO THE END OF THE WB HUB TABLE. COORDINATE LOCATION WITH DECOR VENDOR. RUN CIRCUIT WIRING UP THROUGH LEG TO (-BOXES IN TOP OF THE WB HUB TABLE. INSURE THE CIRCUIT IS NOT OVERLOADED, COORDINATE EXACT LOCATION WITH SEATING VENDOR. DO NOT CONNECT TO ANY FRONT COUNTER CIRCUITS. REPAIR FLOOR SURFACE TO LIKE NEW CONDITION AFTER WORK IS COMPLETE. CD) REINSTALL POWER AND DATA FOR SAFE UNDER COUNTER. CD REINSTALL EXISTING FRONT COUNTER POWER AND DATA CONNECTIONS. INCLUDE IN BID REINSTALLATION OF (2) DUPLEX OUTLETS, (2) QUAD OUTLETS, (6) 21'X4" J-BOX WITH 3/4" CONDUIT FOR DATA/PHONE AND ALL ASSOCIATED WIRING. CD REINSTALL EXISTING POWER FOR EQUIPMENT ON DRINK TABLE. CUSTOMER TOUCH POINT (CT) CD) E.C. SHALL REMOVE ELECTRIC SERVICE TO COOLER BEING REMOVED BACK TO SOURCE AND PROVIDE A 208V, 3 PHASE CIRCUIT TO NEW COOLER BEING PROVIDED.. PROVIDE A NEW 15 AMP BREAKER AND WIRING PER MANUFACTURER RECOMMENDATION AND LATEST EDITION OF THE NEC. CITY CD) PROVIDE A 208V, 3 PHASE CIRCUIT TO NEW FREEZER BEING PROVIDED. PROVIDE A NEW 20 AMP BREAKER AND WIRING PER MANUFACTURER RECOMMENDATION AND J LATEST EDITION OF THE NEC. CD) E.C. SHALL COORDINATE WITH M.C. ON DEMOLITION OF EXISTING RTU. DISCOID CONDUIT, WIRING, ETC. ASSOCIATED WITH DEMOLISHED RTU BACK TO SOURCE AND MARK AT PANEL AS SPARE. E.C. SHALL COORDINATE WITH M.C. WITH INSTALLATION OF NEW RTU. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH M.C., RTU VENDOR, AND CONSTRUCTION SUPERVISOR PRIOR TO ROUGH -IN. CD REINSTALL POWER FOR DUAL LINE MOUNTED EQUIPMENT. Ca) REINSTALL POWER FOR FRUITISTA MACHINE. SEPARATE PERMIT AND APPROVAL REQUIRED 3 GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 05/18 @XPIRES: 2/03/2018 A ADDENDUM #2 12.01.17 A A A A A A CONTRACT DATE: 05.10.17 BUILDING TYPE: M70H-EXP PLAN VERSION: MAY 2017 SITE NUMBER: STORE NUMBER: 2017088.36 TACO BELL 16350 W. VALLEY HIGHWAY TUKWILA, WA 98188 EIVE(,) TUKWIL, 252010 M70H - CENTER EXPLORER KEY NOTES ELECTRICAL PLAN PLOT DATE: 12-13-17