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Home My WebLink About17020 Smokey Point Blvd_BLD6532_2025 CITY OF ARLINGTON 18204 59th Avenue NE, Arlington, WA 98223 INSPECTIONS: 360-403-3417 - Permit Center: 360-403-3551 BUILDING PERMIT 17020 SMOKEY POINT BLVD Permit #: 6532 PERMIT EXPIRES 180 DAYS AFTER Parcel #: 00482800000104 DATE OF ISSUANCE. Scope of Work: Adding a self-service pet washroom, adjacent to the existing sales Valuation: 20000.00 floor OWNER APPLICANT CONTRACTOR SMOKEY POINT PROPERTY LLC Lina Duque, Bureau Veritas on behalf of Bogart Construction Inc Tractor Supply PO BOX 528 16800 Greenspoint Park Drive 9980 Irvine Center Dr Ste 200 MEDINA, WA 98039-0528 Houston, TX Irvine , CA 92618 718 757-1623 9494531400 LIC: 602 694 207 EXP: 04/30/2026 LIC: BOGARCI934CO EXP: 03/10/2027 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 1 CONST. TYPE: llB DWELLING UNITS: OCC GROUP: M; Mercantile BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington #3101. 07/15/2025 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans. Permit shall be onsite for inspection. Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations. The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community. The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction. The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/15/2025 Building Plan Review $312.71 07/15/2025 Credit Card Service $9.38 07/15/2025 Processing/Technology $25.00 07/15/2025 Building Permit $481.09 07/15/2025 State Surcharge - Commercial $25.00 Total Due: $853.18 Total Payment: $853.18 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection, allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION Community and Economic Development City of Arlington â€¢ 18204 59th Ave NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 The following information is required for Commercial, Multi-Family, and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. See ASSISTANCE BULLETIN #30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS City of Arlington Commercial Tenant Improvement Permit Application Site Plan Architectural Plans Structural Plans Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms, (if applicable) https://waenergycodes.com/ Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals require separate applications, plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. Reinforced Concrete Structural Steel and Welding Bolting in Concrete High-Strength Bolting Pre-stressed Concrete Spray-Applied Fireproofing Shotcrete Smoke-Control Systems Structural Masonry Other - Specify: ______________________________________ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION, MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECK ALL THAT APPLY Automatic fire extinguishing systems Compressed gas systems Fire pumps Flammable and combustible liquids (tanks, piping etc.) Standpipe systems Hazardous materials Private fire hydrants Industrial ovens/furnace Fire alarm and detection systems Spraying or dipping operations High piled/rack storage Temporary membrane structure, tents (>200 sq. ft.) or canopies (>400 sq. ft.) Provide details on any of the above checked items: _________________________________________________________________________ ________________________________________________________________________________________ Type of Permit: New Space Addition Alteration Property Address: Project Valuation: Lot #: Parcel ID No.: Subdivision: Project Scope of Work: Description of New Tenant Business Operations: IBC Construction Type: IBC Occupancy Type: Building/Space Square Footage: Number of Stories: Square Footage Per Floor: 1st 2nd 3rd 4th 5th 6th Primary Contact: Owner Architect Engineer Contractor Owner Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL SYSTEM INFORMATION Type of Permit: ï² New Installation ï² Addition ï² Alteration ï² Replaced ï² Gas Piping Mechanical Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: â€¢ New gas piping requires a pressure test hooking to any appliance â€¢ Sediment traps (drips) are required on all gas lines â€¢ Gas lines are required to be supported/secured per IFGS, Section 415 â€¢ Proper Combustion air and venting required for all appliances â€¢ A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 4 ï² Not Applicable Proposed Piping Material: ï² CSST ï² Brass ï² Black Steel ï² Galvanized Steel ï² Other Proposed Piping Size: ï² Â½â€ ï² â…â€ ï² Â¾â€ ï² 1â€ ï² 1Â½â€ ï² 2â€ Inlet Pressure: Pressure Drop: Specific Gravity: MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Cond. Unit â‰¤100Btu/h x $ 15.00 = $ Air Cond. Unit >100Btu/h x $ 25.00 = $ Air Cond. Unit >500Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler <100Btu/h >3hp x $ 15.00 = $ Boiler >1 million Btu/h<50hp x $ 25.00 = $ Boiler >1.5 million Btu/h<50hp x $ 50.00 = $ Boiler >100Btu/h 3-15hp x $ 15.00 = $ Boiler >500Btu/h 15-30hp x $ 25.00 = $ Commercial Hoods -Type I x $ 25.00 = $ Commercial Hoods -Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork (drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust/Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat â‰¤100 Btu/h x $ 15.00 = $ Forced Air Heat >100 Btu/h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired AC â‰¤100 Btu/h x $ 15.00 = $ REV03.2022 Page 3 of 7 COMMERCIAL TENANT IMPROVEMENT MECHANICAL PERMIT FEES (per unit) Gas Fired AC >100 Btu/h x $ 25.00 = $ Gas Fired AC > 500 Btu/h x $ 50.00 = $ Gas Piping â‰¤ 5 units x $ 15.00 = $ Gas Piping > 5 units (plus <5 units) x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance - regulated by $ 15.00 $ x = mechanical code, not otherwise specified Pkg. Units â‰¤100btu x $ 25.00 = $ Pkg. Units >100btu x $ 50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit â‰¤100Btu/h x $ 15.00 = $ Refrigeration Unit >100Btu/h x $ 25.00 = $ Refrigeration Unit >500Btu/h x $ 50.00 = $ Re-inspection fee (all) x $ 75.00 = $ Unit Heaters â‰¤ 100 Btu/h x $ 15.00 = $ Unit Heaters >100 Btu/h x $ 25.00 = $ VAV Boxes (Variable Air Volume, part of air $ 10.00 $ x = conditioning system) Wall Heaters - Gas Fired x $ 25.00 = $ Water Heater - Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY â€“ USE A SEPARATE SHEET, IF NECESSARY ï² SCHEMATIC IS TO SCALE ï² SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated REV03.2022 Page 4 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING SYSTEM INFORMATION Type of Permit: ï² New Installation ï² Addition ï² Alteration ï² Replaced ï² Industrial Plumbing Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: The following items need to be specified on the plans: ï² Fixture specifications and equipment with locations. ï² Location and type of all backflow assemblies for each fixture. ï² Calculations for Grease Interceptor. ï² Pipe size and location of sanitary and potable water systems. ï² Riser diagram of waste, vent, and rain water systems, including sizes. ï² Medical gas piping riser diagram, type of gas, storage room and size of piping. PLUMBING PERMIT FEES (per fixture) Commercial plumbing permits are required to submit line drawings. A plan review fee of 65% per Table 4-6 for plumbing permits will be assessed at time of submittal. Includes two (2) inspections with permit. Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath/Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = REV03.2022 Page 5 of 7 COMMERCIAL TENANT IMPROVEMENT PLUMBING PERMIT FEES (per fixture) Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refrigerator x $ 15.00 = Irrigation â€“ per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Med Gas Piping â‰¤ 5 inlets/outlets x $ 60.00 = Med Gas Piping > 5 inlets/outlets (plus â‰¤ 5 x $ 5.00 = inlets/outlets) Miscellaneous â€“ regulated by plumbing x $ 15.00 = code, not otherwise specified Pretreatment Interceptor x $ 15.00 = Re-inspection Fee (all) x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink (bar, service, etc.) x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater - Tankless x $ 25.00 = Permit Fee Table 4-6; Plan Review Fee Processing/Technology Fee $25.00 Total PROPOSED BUILDING USE ï² New ï² Addition/Alteration ï² Medical ï² Automotive Based ï² Industrial ï² Office ï² Restaurant ï² Machine Shop ï² Other: ____________________________________ CROSS CONNECTION Please check all appliances that are proposed or permanently connected to the water supply. ï² Ice Machine ï² Dialysis Equip. ï² Air washers ï² Coffee Urn/Espresso ï² Hydrotherapy Equip. ï² Steam Generators ï² Carbonated Bev. ï² Dental Equip. ï² Dye Vats ï² Fume Hoods ï² Laboratory Equip. ï² Pressure Washers ï² Degreasers ï² Autoclave/Sterilizers ï² Cooling Towers ï² Hot Tub/Spa ï² Decorative Fountain ï² Fire Sprinkler ï² Aquarium ï² Swimming Pools ï² Sprinkler w/chemicals ï² Lawn Irrigation ï² Well on property ï² Other: ________________________ WASTEWATER DISCHARGE Does the plumbing system currently have a grease interceptor? ï² Yes ï² No ï² Donâ€™t Know Does the plumbing system currently have an oil/water ï² Yes ï² No ï² Donâ€™t Know separator? REV03.2022 Page 6 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in the business process (washing, rinsing, ï² Yes ï² No ï² Donâ€™t Know cooling)? Does your business require a NPDES permit? ï² Yes ï² No ï² Donâ€™t Know I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Signature Print Name Date REV03.2022 Page 7 of 7 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com FUSION PROJECT 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WASHINGTON, 98223 ABBREVIATION LIST CONTACTS DRAWING INDEX REVISIONS ABOVE FINISHED FLOOR AFF LAMINATED PLASTIC LAM SR. CONSTRUCTION MANAGER ARCHITECT ENGINEER (MEP) CIVIL ENGINEER 6-2-25 - - - ADJUSTABLE ADJ LANDLORD LL ALUMINUM ALUM LEFT-HAND LH TRACTOR SUPPLY CO. ONYX CREATIVE, INC. BLUESTREAK CONSULTING T1.0 COVER SHEET 1 ANCHOR BOLT AB LONG LEG HORIZONTAL LLH 5401 VIRGINIA WAY BRENTWOOD, TN 37027 25001 EMERY ROAD SUITE 400 CLEVELAND, OH 44128 25001 EMERY ROAD SUITE 400 CLEVELAND, OH 44128 APPROXIMATELY APPROX LONG LEG VERTICAL LLV CONTACT: JUSTIN WOOD CONTACT: COLLEEN KURNIAWAN CONTACT: RICHARD KNAPP T1.1 VENDOR INFORMATION 1 06/03/2025 ARCHITECTURAL ARCH LONG LG PH: 615-427-1046 PH: 216-223-3246 PH: 216-223-3294 T1.2 GENERAL NOTES 1 AT @ MANHOLE MH E: jwood@tractorsupply.com E: ckurniawan@onyxcreative.com E: rknapp@bluestreak-consulting.com BEAM BM MANUFACTURER MFR CONTACT: JOSH MAUS CIVIL BEARING BRG MASONRY OPENING MO PH: 216-223-3255 Design and construction documents as C1 NOT USED instruments of services are given in BLOCKING BLKG MATERIAL MATL E: jmaus@onyxcreative.com confidence and remain the property of Onyx BOARD BD MAXIMUM MAX C2 NOT USED Creative. The use of this design and these construction documents for purposes other BOTTOM BTM or B/ MECHANICAL MECH CONSTRUCTION MANAGER STRUCTURAL ENGINEER than the specific project named herein is ARCHITECTURAL strictly prohibited without expressed written BUILDING BLDG METAL MTL CATCH BASIN CB MINIMUM MIN TRACTOR SUPPLY CO. co nse nt of O ny x Cr eat i ve. 5401 VIRGINIA WAY BRENTWOOD, TN 37027 AS1.0 NOT USED CEILING CLNG MISCELLANEOUS MISC CONTACT: JULIE BANE CENTER TO CENTER C/C MOUNTED MTD AS1.1 NOT USED PH: 678-910-0036 CENTERLINE CL NOT APPLICABLE NA E: jbane@tractorsupply.com LS1.0 LIFE SAFETY PLAN 1 CLEAN OUT CO NOT IN CONTRACT NIC COLUMN COL NOT TO SCALE NTS D1.0 DEMOLITION PLAN 1 CONCRETE MASONRY UNIT CMU ON CENTER OC or o.c. CONCRETE CONC OPENING OPNG A0.0 NOTES & DOOR / HARDWARE SCHEDULES 1 CONSTRUCTION CONST OPPOSITE OPP A0.1 FINISH SCHEDULES 1 CONTINUOUS CONT OUTSIDE DIAMETER OD CONTROL JOINT CJ OVERFLOW ROOF DRAIN ORD PROJECT SUMMARY APPLICABLE CODES A0.2 CONCRETE & EPOXY SPECIFICATION 1 COURSE CRS PAINT PT A0.3 SCOPE OF WORK 1 DIAMETER DIA PAIR PR THE PROPOSED PROJECT CONSISTS OF A PARTIAL REMODEL TO THE EXISTING TRACTOR SUPPLY CO. STORE. THE WORK DIMENSION DIM PLASTIC LAMINATE PLAM CONSISTS OF ADDING A SELF-SERVICE PET WASH ROOM, ADJACENT TO THE EXISTING SALES FLOOR. THIS FACILITY IS 2021 WASHINGTON STATE EXISTING BUILDING CODE A1.0 FLOOR PLAN 1 DOWN DN PLATE PL DESIGNED TO ALLOW PET OWNERS TO BATHE & GROOM THEIR PETS WITH THE CONVENIENCE OF PROFESSIONAL 2021 WASHINGTON STATE BUILDING CODE DOWNSPOUT DS PLUS OR MINUS +/- EQUIPMENT AT A COST-EFFECTIVE PRICE. 2021 WASHINGTON STATE ENGERY CODE A1.1 NOT USED 1 DRAWING DWG PLYWOOD PLWD 2021 WASHINGTON STATE MECHANICAL CODE 1 A1.2 PET WASH PLAN & ELEVATIONS 1 EACH FACE EF POINT OF SALE POS 2021 WASHINGTON STATE PLUMBING CODE EACH WAY EW PRESERVATIVE TREATED PPT 2021 WASHINGTON STATE FUEL GAS CODE A1.2a PET WASH DETAILS 1 EACH EA PROPERTY LINE P/L 2021 WASHINGTON STATE FIRE CODE A1.3 NOT USED ELECTRIC ELEC QUARRY TILE QT 2020 NFPA / NATIONAL ELECTRICAL CODE (NEC) ELECTRIC WATER COOLER EWC RADIUS RAD or R A1.4 NOT USED ELEVATION ELEV RAIN WATER CONDUCTOR RWC EQUAL EQ REINFORCED REINF A1.5 NOT USED EXISTING EXIST REQUIRED REQ'D A2.0 NOT USED EXPANSION JOINT EJ REVISION REV EXTERIOR EXT RIGHT HAND RH A2.1 NOT USED 1 EXTERIOR INSULATION & FINISH SYSTEM EIFS RIGHT OF WAY ROW A3.0 REFLECTED CEILING PLAN 1 FIBER REINFORCED PLASTIC FRP ROOF DRAIN RD VICINITY MAP CONTRACTOR RESPONSIBILITIES FINISH FIN SECTION SECT A5.0 NOT USED FINISHED FLOOR FF SHEET SHT FIRE EXTINGUISHER CABINET FEC SIMILAR SIM A6.0 NOT USED CONTRACTOR SHALL VERIFY EXISTING CONDITIONS ON SITE. DISCREPANCIES BETWEEN DRAWINGS AND EXISTING FIRE RETARDANT TREATED FRT SPECIFICATION SPEC CONDITIONS AS WELL AS DISCREPANCIES BETWEEN LANDLORD WORK AND TSC WORK SHALL BE BROUGHT TO THE FIXTURE & RACKING SEISMIC ANCHORING FIXTURE FIXT SQUARE FEET SF ATTENTION OF TSC AND ARCHITECT IN WRITING PRIOR TO BID SUBMISSION FLOOR FLR STAINLESS STEEL SS A9.0 NOT USED FLOOR DRAIN FD STANDARD STD CONTRACTOR SHALL FILL OUT THEIR OWN PUNCH LIST PRIOR TO T.S.C. P.M. ARRIVING TO COMPLETE THE PROJECT A9.1 NOT USED GALVANIZED GALV STEEL STL PUNCH FOR T.S.C. CONTRACTOR SHALL COMPLETE THE SELF-PUNCH AND SUBMIT WITHIN FIVE DAYS. T.S.C. P.M. WILL GAUGE GA STRUCTURAL STRUCT A9.2 NOT USED REVIEW AND COMPLETE THEIR OWN PUNCH AT WHICH TIME CONTRACTOR WILL HAVE SEVEN DAYS TO CORRECT ALL GENERAL CONTRACTOR GC SUSPENDED SUSP GLASS GL TELEPHONE TEL ITEMS. A9.3 NOT USED 1 GLASS FIBER REINFORCED CONCRETE GFRC TONGUE AND GROOVE T&G ALL ROOF VENTS / PENETRATIONS ARE TO BE FLASHED AS RECOMMENDED BY ROOFING SYSTEM MANUFACTURER AND F1.0 NOT USED GLASS FIBER REINFORCED GYPSUM GFRG TOP OF T/ PREFORMED BY LANDLORD'S ROOFING CONTRACTOR. GYPSUM BOARD GYP BD TOP OF JOIST TOJ F2.0 NOT USED HANDICAPPED HCPD TOP OF MASONRY TOM CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING STRUCTURAL HARDWOOD HDWD TOP OF STEEL TOS CONDITIONS AND THE APPLICABLE SCOPE OF PROJECT. HEATING/VENTILATING/AIR CONDITIONING HVAC TYPICAL TYP S1.0 NOT USED PROJECT HEAVY DUTY HD UNLESS NOTED OTHERWISE UNO LOCATION HOLLOW CORE HC VERTICAL VERT CHANGE ORDER POLICY S2.0 NOT USED HOLLOW METAL HM VINYL COMPOSITION TILE VCT MECHANICAL & PLUMBING HORIZONTAL HORIZ VINYL TILE VT HOSE BIBB HB VINYL WALL COVERING VWC TRACTOR SUPPLY COMPANY SHALL NOT BE RESPONSIBLE FOR THE PAYMENT OF ANY WORK PERFORMED OR MATERIAL MP1.0 NOT USED HOT WATER HEATER WH WALL COVERING WC SUPPLIED BY THE CONTRACTOR OR ANY OF ITS SUB- CONTRACTORS, SUB-SUBCONTRACTORS AND ANYONE CLAIMING P1.0 PLUMBING PLAN 1 HOUR HR WELDED WIRE FABRIC WWF BY THROUGH OR UNDER ANY OF THEM WHICH IS NOT IDENTIFIED IN WRITING AND SIGNED BY ONE OF THE FOLLOWING INSIDE DIAMETER ID WITH W/ TRACTOR SUPPLY COMPANY PERSONNEL: VICE PRESIDENT OF REAL ESTATE, VICE PRESIDENT OF CONSTRUCTION, OR A FIRE PROTECTION INSULATION INSUL WITHOUT W/O CONSTRUCTION PROJECT MANAGER. NO ACTION, CONDUCT, OMISSION, PRIOR FAILURE, OR COURSE OF DEALING BY INTERIOR INT WOOD WD TRACTOR SUPPLY COMPANY SHALL ACT TO WAIVE, MODIFY, CHANGE OR ALTER THE REQUIREMENT THAT ALL WORK, FP1.0 NOT USED JOIST BEARING JB WORK POINT WP WHETHER BY CONTRACT, CHANGE ORDER OR CHANGE DIRECTIVE, MUST BE IN WRITING AND SIGNED BY THE ELECTRICAL PERSONNEL IDENTIFIED IN THIS PROVISION. ANY WORK PERFORMED OR MATERIAL PROVIDED BY THE CONTRACTOR, PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 ANY OF ITS SUB-CONTRACTORS, SUB- SUBCONTRACTORS CONTRARY TO THIS PROVISION SHALL BE AT ITS OWN RISK E1.0 LIGHTING PLAN 1 1 AND OWN EXPENSE AND TRACTOR SUPPLY COMPANY SHALL NOT BE OBLIGATED TO REIMBURSE OR PAY THE GENERAL NOTES (WHERE APPLICABLE) CONTRACTOR OR ANY OF ITS SUB-CONTRACTORS, SUB- SUBCONTRACTORS FOR SAME. E2.0 ELECTRICAL NOTES & DETAILS 1 Project No.: 25.0626 E2.1 NOT USED 1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA A-201, 2017 IS APPLICABLE TO THE PROJECT AND INCLUDED HERE-IN BY REFERENCE. Drawn By: MS E3.1 ELECTRICAL DETAILS & SPECIFICATIONS 2. DO NOT SCALE DRAWINGS. REQUEST CLARIFICATION FROM THE ARCHITECT TO RESOLVE DISCREPANCIES OR TO SUPPLY ADDITIONAL INFORMATION. Date Issue 05-09-25 BID/PERMIT 3. INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD - U.N.O. 6-02-25 1 REVISION 1 4. FINISH FLOOR ELEVATIONS SHALL BE FROM TOP OF CONCRETE FLOOR SLAB OR TOP OF FLOOR SHEATHING WHERE APPLICABLE - U.N.O. 5. WORK IS TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, CONDITIONS STATED ON THE PERMIT DOCUMENTS, LOCAL ORDINANCES, THE U.S. DEPARTMENT OF JUSTICE 2010 ADA STANDARDS, AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION (AHJ). 6. WOOD NOT CLASSIFIED AS INTERIOR FINISH MATERIAL SHALL BE FIRE RETARDANT TREATED. USE AN EXTERIOR GRADE FRT PRODUCT IN EXTERIOR WALL CONSTRUCTION, ROOF RELATED CONSTRUCTION AND FLASHING CONDITIONS. 7. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED. NOTE: CONTACT DIRECTOR OF ARCHITECTURE TO OBTAIN MICROSOFT TEAMS LINK FOR DOWNLOAD OF STANDARD CRITERIA PLANS, DWG/CAD FILES OR PDFS, AND/OR ANY 8. WHERE EXISTING STRUCTURAL STEEL IS PROTECTED WITH A FIREPROOFING MATERIAL, PROTECT DURING DEMOLITION, ALTERATION AND CONSTRUCTION. PATCH AND REPAIR SUPPLEMENTAL INFORMATION INCLUDED WITH THE STANDARD CRITERIA PLAN RELEASE. ANY MISSING OR DAMAGED FIREPROOFING TO MAINTAIN PROTECTION OF THE STRUCTURE. 9. AT PENETRATIONS THROUGH FIRE RATED ASSEMBLIES, PROVIDE PROTECTION MEETING THE REQUIREMENTS OF ASTM E-814 AND BEARING THE APPROPRIATE U.L. LABEL FOR THE CONDITION. ERRC COMPLIANCE / TESTING 10. DESIGN & SELECTION OF SUPPORTS, BRACES, ANCHORS, ATTACHMENTS AND RELATED FASTENERS, UNLESS SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS, IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR, UTILIZING INDUSTRY STANDARD MATERIALS AND METHODS SUITABLE TO THE CONDITION. WHERE REQUIRED BY THE AHJ, CONTRACTOR SHALL ENGAGE AN INDEPENDENT EMERGENCY RESPONDER RADIO COVERAGE (ERRC) TESTING 11. WALL AND CEILING MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO REGISTERS, DIFFUSERS, GRILLES, SPEAKERS, CLEAN-OUTS AND COVER PLATES, WHETHER FACTORY COMPANY TO VERIFY SIGNAL STRENGTH INSIDE OF BUILDING (AFTER THE PRE-FINISHED OR NOT, WHICH DO NOT MATCH THE ADJACENT WALL OR CEILING COLOR SHALL BE FIELD PAINTED, UNLESS OTHERWISE NOTED. COLOR AND FINISH TO BE COMPLETION OF CONSTRUCTION & PLACEMENT OF MERCHANDISE), APPROVED BY THE ARCHITECT. INCLUDING ALL CRITICAL REQUIRED AREAS. IF SIGNAL STRENGTH IS NOT ADEQUATE TO THE AHJ STANDARDS, CONTACT AOR FOR ERRC IMPROVEMENT T1.0 12. COMPLY WITH SPECIAL WORKING CONDITIONS RELATING TO THE PROJECT, INCLUDING BUT NOT LIMITED TO REQUIREMENTS FOR TEMPORARY PROTECTION, TRASH MANAGEMENT, PACKAGE. NOISE, LIGHT, DUST AND POLLUTION CONTROL, AND LIMITATIONS ON WORKING HOURS. COVER SHEET TRACTOR SUPPLY & VENDOR CONTACT INFORMATION NO SUBSTITUTIONS PERMITTED TRACTOR SUPPLY VENDOR #1: DOORS, FRAMES, & VENDOR #5: HVAC VENDOR #10: PALLET RACKING VENDOR #16: PROPANE CANOPY FIXTURE PLANS HARDWARE LENNOX L.J.S. SOLUTIONS VERSATUBE BUILDING SYSTEMS VICKY DERON DH PACE LEAD TIME: 20 WEEKS #615-440-4508 RICK WELLER SPENCER BRATTON LEAD TIME: vderon@tractorsupply.com GARRY BAKER #803.773.9625 #901.401.3687 2 WEEKS - HOLLOW METAL #800.367.6285 rickweller@ljs-solutions.com sbratton@versatube.com FRAMES RENEE RYCHLICA nationalaccountrequest@lennoxind.com 3 WEEKS - PRE-PAINTED & HPI rrychlica@TractorSupply.com VENDOR #11: VINYL PLANK 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com DOORS 6-8 WEEKS - WIND RATED STEVEN PETER FLOORING VENDOR #17: PAINT PROPANE COORDINATION NATIONAL ACCOUNT SALES MANAGER ASSEMBLIES & COASTAL / CA PROJECTS (REFER TO FLOORING VENDOR TERRITORY SHERWIN WILLIAMS AARON TACKER #404.403.7083 steven.peter@lennoxind.com MAP) atacker@tractorsupply.com NATIONAL ACCTS. NEW CONSTRUCTION TEAM DANIEL CHAISSON _________________________________________ (NAC) REGIONAL ACCOUNT EXECUTIVE UCX SOUTHWEST PATRICK MERRITT #888.722.3667 EXT. 10031 #901.4843409 pmerritt@tractorsupply.com tscdoors@dhpace.com YORK / JOHNSON CONTROLS daniel.chaisson@sherwin.com LEAD TIME: 15-24 WEEKS Pam Corneau _____________________________________ BRIAN SPEARS PCorneau@ucx.com MANAGER, SAFETY & ENVIRONMENTAL COMPLIANCE VENDOR #2: OVERHEAD DOORS #1.800.481.9738 TECH SUPPORT #508.337.3782 PPG #615.440.44115 be-na-tractorsupply@jci.com DH PACE bspears@TractorSupply.com _________________________________________ LEAD TIME: 2-3 WEEKS (SECTIONAL & TOM KERR LISA JUMP COILING) CORPORATE ACCOUNT MANAGER RACHEL DENNY ACCOUNT MANAGER NORTHSTAR FLOORING #614.580.8305 LIVE GOODS & BULK PROPANE #405.370.4481 tractorsupply@northstarflooring.com NATIONAL ACCTS. NEW CONSTRUCTION TEAM thomas.kerr@ppg.com #615.647.2753 lisa.e.jump@jci.com (NAC) rdenny@TractorSupply.com MEGAN HUFFMAN #888.722.3667 EXT. 10031 JOE RAY #800.935.1657 tscdoors@dhpace.com APPLICATION ENGINEER VENDOR #18: BALER Megan.Huffman@northstarflooring.com UTILITY TRANSFER INFORMATION #405.419.6613 JWR, INC. joe.ray@jci.com JAMES MASTERS, TSC ENERGY MANAGER VENDOR #3: SLIDING ENTRY ENGIE VENDOR #12: HAND DRYERS CORY GARDNER DOORS #615.440.4396 NATIONAL ACCOUNTS MANAGER VENDOR #6: FIRE ALARM & WORLD DRYERS DISTRIBUTOR jmasters@tractorsupply.com ALLEGION ACCESS #888.699.2848 tractorsupplyOPCL.insight@engie.com 06/03/2025 TECHNOLOGIES SECURITY SYSTEMS ASHLEY MAY cory@jwrinc.net (FOR LP ACCOUNTS FOR BUILDING HEAT CALL LEAD TIME: 16-20+ WEEKS JONSON CONTROLS (JCI) #800.459.7099 AMERIGAS) tscsupport@jci.com ashley.may@hjcinc.com BILL GERARDIN VENDOR #19: SEISMIC FIXTURE RECOMMEND ONLY Design and construction documents as instruments of services are given in NATIONAL ACCOUNT MANAGER KRISTEEN BARRON ANCHORING WASTE & RED STRIPING confidence and remain the property of Onyx #480.257.0619 STRATEGIC ACCOUNT MANAGER VENDOR #13: PARKING SIGNS & RECYCLING Creative. The use of this design and these TAMARACK GROVE POP SOLUTIONS GROUP construction documents for purposes other william.gerardin@allegion.com #317.282.3760 BOLLARD COVERS ROCKTENN COMPANY than the specific project named herein is kristeen.barron@jci.com strictly prohibited without expressed written MCCUE BRENDON COLLINS RICK TOWNE co nse nt of O ny x Cr eat i ve. SAMANTHA FAULSTICK DIANE HUEFFMEIER PROJECT MANAGER #901.483.5929 (CELL) NATIONAL ACCOUNT PROJECT MANAGER BRIAN COUSIONS PROGRAM MANAGER #208.908.7874 #901.795.5936 x 19 (OFFICE) #843.962.0996 PROGRAM MANAGER HOLLY SCHAEFER #314.292.3313 brendon.collins@tamarackgrove.com rtowne@popsolutionsgroup.com samantha.faulstick@allegion.com #720.313.3919 #978.219.5339 dhueffme@rocktenn.com _________________________________________ brian.cousions@jci.com hschaefer@mccue.com VENDOR #20: FIXTURE PRINTING RECORD DOORS NOTE: JCI CONTRACTS DIRECTLY WITH TSC FIRE SPRINKLER LEAD TIME: 4-8 WEEKS FOR FIRE ALARM & SECURITY SYSTEMS VENDOR #14: STEEL DOCK/RAMP INSTALLATION PLAN EXPRESS SYSTEMS _________________________________________ DISTRIBUTOR RAPID INSTALLATION GROUP MARK DUGO JOHNSON CONTROLS (JCI) SHERI RYDER VP OF SALES AND MARKETING EVERON SOLUTIONS Q.S.I. ENVIRONMENTAL & 866.404.2614 #704.290.0220 x10220 INDUSTRIAL STEEL FABRICATORS TONY CLEMONS KAREN PATRICK customerservice@planexpress.net #678.205.6201 #317.710.5137 mark.dugo@recorddoors.com RON KING LEAD TIME: 2-3 WEEKS tonyclemons@rapid-install.com karen.patrick@jci.com NATIONAL ACCOUNTS MANAGER DAVID PICKERS ronaldking@adt.com TONY HAMILTON VICE PRESIDENT OF DIRECT SALES #334.793.6878 VENDOR #21: CONCRETE #704.315.7392 DUKE DAUGHTREY thamilton@qsisteel.com david.pickers@recorddoors.com PROJECT MANAGER _________________________________________ SEALER GARDEN CENTERS #229.896.5041 THE EUCLID CHEMICAL COMPANY LIVE GOOD CENTER & FEED BUILDING (WHERE RECORD IS AN APPROVED SECONDARY ddaughtrey@adt.com DURA-RAMP, INC. OCCURS) SUPPLIER FOR BOTH NEW STORES AND LEAD TIME: 5-6 WEEKS MICHAEL A. MAHONEY (REFER TO GARDEN CENTER VENDOR TERRITORY MAP) REMODELS, WHEN REQUIRED FOR LEAD CENTRAL REGION MANAGER TIMES. V.P. CONSTRUCTION APPROVAL VENDOR #7: ELECTRICAL PANELS ANDREW STREUTKER #216.692.8301 REQUIRED FOR APPROVAL OF BIDS OR MERCHNEY GREENHOUSES CAROLINA PRODUCTS, INC. (CPI) #604.795.9799 mmahoney@euclidchemical.com CHANGE ORDERS. #864.940.6666 LEAD TIME: 8 WEEKS andrew@duraramp.com JALIYAH SANFORD CAMERON KEANE VENDOR #22: GRAPHICS VENDOR #4: LIGHTING LOGISTICS AND COMMUNICATION ACCOUNT MANAGER VENDOR #15: SIGNAGE YUNKER SIGNAGE jaliyah@merchneygreenhouses.com VILLA LIGHTING SUPPLY, INC. #704.364.9029 OFFICE (REFER TO SIGNAGE VENDOR TERRITORY LEAD TIME: #919.621.9038 CELL MAP) MICHELLE WEDLING CAL LOONEY 3-5 DAYS - INT/EXT LIGHTING cameronk@cpipanels.com ACCOUNT MANAGER PRESIDENT TRACTOR SUPPLY COMPANY MAINTAINS NATIONAL ACCOUNTS WITH THE 3-4 WEEKS - SITE POLE LIGHTING ID ASSOCIATES #414.339.5349 cal@merchneygreenhouses.com MILLWORK MANUFACTURERS LISTED BELOW. PLEASE REFER TO THE MAP *CONFIRM VENDOR WITH TSC PM mwendling@yunker.com _____________________________________________________ FOR APPROPRIATE MILLWORK PROVIDER PER LOCATION. tractorsupply@villalighting.com VENDOR #8: ENERGY #334.836.1400 MANAGEMENT (EMS) VENDOR #23: MILLWORK PROSPIANT, INC. BRYAN BIRDWELL BEELINE #314.633.0546 bryan.birdwell@villalighting.com BRAINBOX AI DeANNA PAYNE (REFER TO MILLWORK TERRITORY MAP) KYLE VIVIER #334.805.1012 #937.830.6990 ADAM CARRIER GAGE PERRY dpayne@idassociatesinc.com BEELINE kvivier@prospiant.com NATIONAL ACCOUNTS MANAGER #603.716.0636 #314.633.0532 g.perry@brainboxai.com BILL HOLLAND RUSTY STRAMEL _____________________________________________________ adam.carrier@villalighting.com #334.791.0108 #417.388.2921 jholland@idassociatesinc.com russell.stramel@beelinegroup.com HENDEE ENTERPRISES, INC. ANNE VOELKER VENDOR #9: LOW VOLTAGE _________________________________________ _____________________________ gardencenter@hendee.com PRICING CONTACT #314.633.0554 MERCURY TECH PARTNERS, INC. THE SIGN RESOURCES MILLER ZELL CRYSTAL GENOVESE *CONFIRM VENDOR WITH TSC PM #713-796-2322 TERRY L CORPENING SAM DRESSLER crystalg@hendee.com #828.465.7348 x 221 LYNNE MEDLIN terry@gomtp.com #336.407.7587 #727.669.6877 X 310 ROBERT VEASEY sam.dressler@millerzell.com lynne.medlin@tsrfl.com PRESIDENT DUANE MULLINS robertv@hendee.com #828.465.7348 x 344 CLARISSA HERNANDEZ duane@gomtp.com #727.669.6877 X 301 clarissa.hernandez@tsrfl.com MILLER ZELL PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 1 Project No.: 25.0626 Drawn By: MS Date Issue TRACTOR SUPPLY COMPANY MAINTAINS NATIONAL ACCOUNTS WITH THE TRACTOR SUPPLY COMPANY MAINTAINS NATIONAL ACCOUNTS WITH THE TRACTOR SUPPLY COMPANY MAINTAINS NATIONAL ACCOUNTS WITH 05-09-25 BID/PERMIT PRE-ENGINEERED BUILDING MANUFACTURERS LISTED BELOW. PLEASE REFER TO SIGNAGE MANUFACTURERS LISTED BELOW. PLEASE REFER TO THE MAP THE VINYL PLANK MANUFACTURERS LISTED BELOW. PLEASE REFER ID ASSOCIATES THE MAP FOR APPROPRIATE LGC &/OR FEED BUILDING PROVIDER PER LOCATION. FOR APPROPRIATE SIGNAGE PROVIDER PER LOCATION. TO THE MAP FOR APPROPRIATE FLOORING PROVIDER PER LOCATION. 06-02-25 1 REVISION 1 PROSPIANT SIGN RESOURCES UCX SOUTHWEST NORTH STAR FLOORING HENDEE ENTERPRISES MERCHNEY GREENHOUSES T1.1 VENDOR INFORMATION REMODEL - TIME AND ACTION CALENDAR GENERAL NOTES: TASK COMPLETION DATE CONTACT RESPONSIBILITY 1. ALL CONSTRUCTION AND DETAILS SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES AND ORDINANCES AS OF THE DATE OF THE DRAWINGS. ANY DEVIATIONS FROM BUILDING CODES REQUIRES NOTIFICATION AND APPROVAL FROM TSC PROJECT MANAGER. ARCHITECT TO EMAIL FLOOR PLAN BASE SHEET AND BASE PLAN CHECKLIST TO AT PROJECT START RENEE RYCHLICA rrychlica@TractorSupply.com ARCHITECT 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT & OWNER PRIOR TO PROCEEDING TSC STORE PLANNING AND SECURITY SYSTEMS VENDOR WITH CONSTRUCTION. FIXTURE PLAN PROVIDED BY TSC 14 WEEKS BEFORE CONST. START RENEE RYCHLICA rrychlica@TractorSupply.com TSC FIXTURE PLANNING 2.1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN ARCHITECT TO EMAIL FLOOR PLAN BASE SHEET TO SECURITY SYSTEMS AT PLAN APPROVAL VENDOR #6 ARCHITECT CONJUNCTION WITH THE EXECUTION OF THE WORK AFTER SO LOCATED. CONTRACTOR 3. REMOVE ALL CONSTRUCTION AND DEMOLITION DEBRIS FROM JOB SITE DAILY. MAKE JOB PREMISES CLEAN AT COMPLETION OF PROJECT. ARCHITECT TO OBTAIN PROPANE APPROVAL DATE AND STAMP FROM TSC PRIOR TO PERMIT SUBMISSION AARON TACKER atacker@tractorsupply.com ARCHITECT 4. FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT PRIOR TO COMPLETION OF CONSTRUCTION. PATRICK MERRITT pmerritt@tractorsupply.com 5. ALL DIMENSIONS ARE FACE OF DRYWALL AT NEW WALLS AND TO FINISHED FACE AT MASONRY WALLS UNLESS NOTED OTHERWISE. AOR TO OBTAIN STATE AND LOCAL PERMITS, INCLUDING SEISMIC ANCHOR PERMITS PRIOR TO PERMIT SUBMISSION VENDOR #10, VENDOR #19 ARCHITECT 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. FOR FIXTURES WHEN REQUIRED (AOR TO DETERMINE WHERE REQUIRED). AOR TO 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, THE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY. OBTAIN SITE SPECIFIC ANCHORING PACKAGE FROM VENDORS. 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com 8. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT. ARCHITECT TO UPLOAD PLANS TO PROJECTMATES LATEST DOCUMENTS AT BID & PROJECTMATES - #214.217.4100 ARCHITECT 9. DRYWALL TO BE HELD UP 1/2" ABOVE CONCRETE FLOOR. PERMIT APPROVAL 10. ALL CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 450 OR LESS IN ACCORDANCE WITH ASTM CONTRACTOR TO COORDINATE INSTALLATION OF FIXTURES PRIOR TO FIXTURE 7 WEEKS VENDOR #20 CONTRACTOR E84. WEEK, INCLUDING SEISMIC ANCHORING FOR FIXTURES WHEN REQUIRED. 11. DOORS INDICATED ON THE PLAN SHALL BE LOCATED A MINIMUM OF 4" FROM ADJACENT WALLS UNLESS NOTED OR DIMENSIONED OTHERWISE, OR AS REQUIRED FOR CONTRACTOR - CONTACT SECURITY SYSTEMS CONTRACTOR AND SCHEDULE 7 WEEKS VENDOR #6 CONTRACTOR HARDWARE INSTALLATION. ALARM INSTALLATION 12. EXIT HARDWARE SHALL ALLOW FOR EGRESS AT ALL TIMES WITHOUT THE USE OF SPECIAL KNOWLEDGE OR EFFORT. 13. THE CONTRACTOR SHALL BRACE ENTIRE STRUCTURE AS REQUIRED DURING CONSTRUCTION TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. SECURITY SYSTEMS CONTRACTOR - HAS TO BEGIN INSTALLATION 3 WEEKS VENDOR #6 TSC LOSS PREVENTION 14. THE FOLLOWING ITEMS ARE FURNISHED BY T.S.C. AND INSTALLED BY THE CONTRACTOR. CONTRACTOR - CONDUITS FOR IT AND PHONE WITH PULL STRINGS 4 WEEKS STAN KOLIC (615.440.4824) CONTRACTOR QUANTITY ITEM QSI / DURA-RAMP OR LOADING DOCK ACCESS, FORKLIFT, PROPANE GAS AND 4 WEEKS AMERIGAS- SCOTT PIERCE (317.109.2339) scott.plerce@amerigas.com, CHRIS SAUER (610.768.7612) TSC STORE ADMINISTRATION 1 SET RESTROOM ACCESSORIES (NOT INCLUDING MIRRORS) PROPANE DIS. TANK (PROPANE FOR FORKLIFT AND HEAT IF NECESSARY) christopher.sauer@amerigas.com, MOLLIE TRELOAR (615.440.4230) mtreloar@tractorsupply.com, &CONTRACTOR FIRE EXTINGUISHERS MARIAH CRAYTON (615.647.2639) mcrayton@tractorsupply.com BRAILLE SIGNAGE 15. THE FOLLOWING ITEMS ARE FURNISHED AND INSTALLED BY T.S.C. CONTRACTOR - ALL DOORS TO BE INSTALLED WITH LOCKS 3 WEEKS VENDOR #1, VENDOR #2, VENDOR #3 CONTRACTOR QUANTITY ITEM UNIFIRST - MOPS AND MATS 1 WEEK UNIFIRST- (888.851.2474 EX 5) BRAD COOPER (615.440.4965) bcooper@tractorsupply.com TSC STORE ADMINISTRATION 1 "OPEN" SIGN TERMINIX - (PEST CONTROL) 1 WEEK TERMINIX- (866.818.4573), BRAD COOPER (615.440.4965) bcooper@tractorsupply.com TSC STORE ADMINISTRATION 1 "CUB CADET" SIGN 1 T.S.C. ROAD SIGN, GENERAL CONTRACTOR TO PROVIDE POWER TO SIGN BASE. SERVICE DESK, RECEIVING DESK, REGISTER COUNTERS WITH POWER POLES SET 1 WEEK CAROLINE RICE (615.440.4705) crice@tractorsupply.com CONTRACTOR COORDINATE WITH SIGN COMPANY ASSIGNED TO THIS LOCATION IN PLACE 1 SECURITY VENDOR WORK (NOT INCLUDING LVW) PAID BY TSC CABELING INSTALLED TO REGISTER COUNTERS, SERVICE DESK 1 WEEK STAN KOLIC (615.440.4824) IT 16. SPECIFIC MANUFACTURERS AND PRODUCTS ARE NAMED ON THE DRAWINGS TO INDICATE THE MINIMUM ACCEPTABLE LEVEL OF QUALITY. EQUAL OR BETTER AND RECEIVING DESK CONNECT TO PERMANENT POWER PRODUCTS WILL BE CONSIDERED. SUBSTITUTES MUST BE APPROVED BY TSC PM. PROPANE PROVIDER TO FILL PROPANE DISTRIBUTION TANK 1 WEEK MOLLIE TRELOAR (615.440.4230) mtreloar@tractorsupply.com, TSC STORE ADMINISTRATION 17. ALL OFFICE WALLS TO BE INSULATED. MARIAH CRAYTON (615.647.2639) mcrayton@tractorsupply.com 18. CONCEAL ALL PIPING IN WALLS. WHERE PIPING IS TOO LARGE WALLS ARE TO BE FURRED OUT A MINIMUM TO CONCEAL PIPING. 19. PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FIXTURES. TRANSITION WEEK - ALL CONSTRUCTION ACTIVITIES ARE TO BE FIXTURE WEEK CAROLINE RICE (615.440.4705) crice@tractorsupply.com TSC STORE ADMINISTRATION 06/03/2025 COMPLETED PRIOR TO THIS WEEK WITH THE EXCEPTION OF THE CHECK 20. ALL COUNTERTOPS TO BE 2'-0" IN DEPTH UNLESS OTHERWISE NOTED. OUT COUNTER AND EMPLOYEE LOUNGE MILLWORK INSTALLATION 21. PROVIDE SOLID BLOCKING FOR WALL HUNG CABINETS, PLUMBING FIXTURES, ACCESSORIES AND MILLWORK. SOS (FULL TRUCK) 5 DAYS (WEDNESDAY) CAROLINE RICE (615.440.4705) crice@tractorsupply.com TSC STORE ADMINISTRATION 22. ALL MATERIALS USED BY ALL TRADES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE MANUFACTURES INSTRUCTIONS. 23. TSC RESERVES THE RIGHT TO REVIEW THE BUILDING ON OR BEFORE THE EXPIRATION OF THE LL'S ONE YEAR WARRANTY. IF ANY WARRANTY OR PUNCH LIST ITEMS LIS - BACKROOM AND SIDELOT FIXTURES (1/2 TRUCK) 4 DAYS (THURSDAY) CAROLINE RICE (615.440.4705) crice@tractorsupply.com TSC STORE ADMINISTRATION ARE FOUND THE LL SHALL IMMEDIATELY CORRECT THE CONDITION AT ITS' EXPENSE. Design and construction documents as NATIONAL CART - CART CORRAL (1/2 TRUCK) 4 DAYS (THURSDAY) CAROLINE RICE (615.440.4705) crice@tractorsupply.com TSC STORE ADMINISTRATION instruments of services are given in 24. WHEN SOS TRUCK COMES AS SCHEDULED, GENERAL CONTRACTOR TO ASSIST TSC STORE MANAGER WITH THE UNLOADING AND STORAGE OF ALL SOS TRUCK confidence and remain the property of Onyx MEG - FIXTURES (3/4 OF A TRUCK) 3 DAYS (FRIDAY) CAROLINE RICE (615.440.4705) crice@tractorsupply.com TSC STORE ADMINISTRATION CONTENTS. IF GENERAL CONTRACTOR REQUESTS SOS TRUCK EARLY, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND EQUIPMENT REQUIRED TO Creative. The use of this design and these construction documents for purposes other LOZIER - FIXTURES - FULL TRUCK 3 DAYS (FRIDAY) CAROLINE RICE (615.440.4705) crice@tractorsupply.com TSC STORE ADMINISTRATION UNLOAD AND PROPER PLACEMENT AND STORAGE OF CONTENTS ONCE OFF SOS TRUCK. than the specific project named herein is CONTRACTOR TO ENGAGE ERRC TESTING COMPANY AFTER MERCHANDISE PLACEMENT CONTRACTOR GENERAL CONTRACTOR TO PROVIDE 2 COPIES OF SITE PLAN AND ELEVATIONS TO SIGN COMPANY ASSIGNED TO THIS PROJECT. VERIFY SIGN COMPANY W/ TSC. 1 COPY strictly prohibited without expressed written c o n s e n t o f O n y x C r e a t i v e . AND SCHEDULE TESTING WHEN REQUIRED BY AHJ OF ELEVATIONS TO POP SOLUTIONS, RICK TOWNE (901.795.5936) -- ARCHITECT TO E-MAIL CAD BASE OF FLOOR PLAN TO RENEE RYCHLICA rrychlica@TractorSupply.com, NO LATER THAN TWO WEEKS OF STARTING CONSTRUCTION. DELIVERY OF GARDEN CENTER /FEED CENTER MATERIALS COORD. w/ T.S.C. PM. **COORDINATE WITH T.S.C. PM CONTRACTOR 25. GENERAL CONTRACTOR SHALL COORDINATE ENTIRE PROJECT AND SCHEDULE THE ALARM COMPANY FOR ALL ROUGH-IN AND FINAL CONNECTIONS AND SIGNAGE COORD. w/ T.S.C. PM. VENDOR #22 CONTRACTOR INSPECTIONS. CONTACT TSC, RICH WOOD 615.440.4721 FOR THE ALARM COMPANY ASSIGNED TO THIS LOCATION NO LATER THAN TWO WEEKS AFTER CONSTRUCTION HVAC FOR FEED CENTER COORD. w/ T.S.C. PM. VENDOR #5 CONTRACTOR START. REFER TO THE SECURITY VENDOR PRE-CONSTRUCTION AND PRE-INSTALLATION CHECKLIST. VINYL PLANK FLOORING VENDOR #11 CONTRACTOR 26. CLOSE-OUT REQUIREMENTS, REFER TO LEASE / CONTRACT. FOR QUESTIONS, CONTACT JULIE BANE 615.440.47895. CARHARTT SHOP (IF APPLICABLE) 4 WEEKS BEFORE FUSION VENDOR #15 CONTRACTOR 27. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ANY DUCT SMOKE DETECTOR FOR NEW WORK ONLY. COORDINATE WITH THE ASSIGNED ALARM COMPLETION - COORD. w/ T.S.C. PM. COMPANY. 28. THE GENERAL CONTRACTOR SHALL PAY FOR ALL UTILITY COST DURING CONSTRUCTION AND CONTACT DEEANA GHOLSON AT ECOVA, INC. #509.329.7516 TWO WEEKS PRIOR TO FIXTURE DATE FOR TRANSFER TO TSC. 29. DOCK ACCESS FROM ROAD MUST BE ACHIEVED 3 WEEKS PRIOR TO FIXTURE DATE. 30. THE GENERAL CONTRACTOR OR LANDLORD SHALL SUBMIT A REPORT, ON A WEEKLY BASIS INDICATING THE PERCENT COMPLETE FOR EACH LINE ITEM ON THE SCHEDULE USING THE TSC WEEKLY PROGRESS REPORT ALONG WITH PHOTOS PER PHOTO LOG ON THE BLANK REPORTS PROVIDED BY TSC. 31. T.S.C. WILL EMPLOY AN INDEPENDENT INSPECTION COMPANY FOR CONCRETE QUALITY & STRENGTH AND STRUCTURAL STEEL AS INDICATED WITHIN STRUCTURAL & NOTE: GENERAL CONTRACTOR TO ORDER, "CONTACT POSTER" FROM PLAN EXPRESS AND POST ON STOREFRONT AT CONSTRUCTION START. GREENHOUSE DOCUMENTS. THE RESULTS ARE TO BE SUBMITTED TO THE OWNER AND THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL PROVIDE UPDATES TO T.S.C. RELATED TO SCHEDULE AND PROVIDE ACCESS FOR THE INDEPENDENT INSPECTIONS. 32. FOR RED STRIPING, CONTACT POP SOLUTIONS AT 901-795-5936, ACCOUNT REP.: RICK TOWNE. EXHIBIT H-1: TRAINING CERTIFICATION LVW RESPONSIBILITY AND TIMING PLAN 33. LANDLORD/LANDLORD GENERAL CONTRACTOR TO VERIFY WITH LOCAL POSTMASTER IF A MAILBOX IS REQUIRED. IF SO, GENERAL CONTRACTOR TO INSTALL MAILBOX TYPE AND LOCATION PER THE POSTMASTER RECOMMENDATION AND PER USPS STANDARDS. REMODELS & RETROFITS 34. 'J' MOLD TO BE USED AT ALL INTERSECTIONS OF GYPSUM BOARD AND ANY OTHER NON-GYPSUM MATERIAL. 35. CORNER GUARDS TO BE USED AT ALL INTERIOR 'OUTSIDE' CORNER CONDITIONS. COPY OF THIS EXECUTED DOCUMENT TO BE INCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDED BY THE GENERAL CONTRACTOR (FOR RETRO ACTION BY WHO WHEN SPECIAL NOTES 36. DURING CONSTRUCTION, ANY PARTIALLY COMPLETED MASONRY WALLS (CMU, BRICK, ETC.) SHALL BE COVERED WITH STRONG WEATHER RESISTIVE MATERIAL FIT BY TENANT) OR LANDLORD (RETRO FIT BY LL AND GROUND UP PROJECTS) TO TRACTOR SUPPLY COMPANY! STORE ADDED TO SOS TSC REAL ESTATE IST MONDAY OF EACH MONTH DURING ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS AND ESPECIALLY AT THE END OF EACH WORK DAY. THE COVER SHALL BE DRAPED OVER THE WALL TRAINING HAS BEEN COMPLETED WITH THE STORE MANAGER BY THE GENERAL CONTRACTOR (GC) ON HOW TO USE, OPERATE AND MAINTAIN: TSC ARCHITECT TO SEND BASE PLAN TO SECURITY SYSTEMS TSC PM 10-20 DAYS AFTER ADDED TO SOS AND EXTEND A MINIMUM OF (2) TWO FEET DOWN FROM BOTH SIDES AND SECURELY HELD IN PLACE. TSC INITIAL CONTRACTOR 37. FOR SOS TRUCK DELIVERIES ON RELO STORES, COORDINATE WITH TSC STORE SERVICES SPECIALIST CAROLINE RICE CRICE@TRACTORSUPPLY.COM FOR RENTAL STORE GC MANAGER CODES RESEARCHED, BA AND FA PLANS JCI / ADT UPON RECEIPT OF BASE PLAN TOW-MOTOR DROP. RENTAL TOW-MOTOR SHOULD ARRIVE NO LATER THAN THE WEDNESDAY PRIOR TO FIXTURE DATE. THE RENTAL TOW-MOTOR WILL BE PICKED-UP THE MONDAY FOLLOWING THE STORE'S SOFT OPENING DATE. THE IRRIGATION SYSTEM, ALSO THE TSC STORE MANAGER HAD BEEN ADVISED THAT THE STORE IS RESPONSIBLE FOR MAINTAINING ALL LANDSCAPING TSC ARCHITECT TO NOTIFY SECURITY SYSTEMS CONTRACTOR VIA TSC PM 20-30 DAYS AFTER REC SECURITY SYSTEMS CONTRACTOR TO IDENTIFY 38. FINISHED SPACE SHALL BE PROVIDED IN A MANNER THAT PREVENTS RODENT INTRUSION. SEAL PENETRATIONS THROUGH EXTERIOR WALL SURFACES WITH AN STATING AT EITHER FIXTURE DATE OR COMPLETION DATE, THE LATTER OF THE TWO DATES. EMAIL THAT FULL SET OF PLANS IS AVAILABLE AT PLAN EXPRESS APPROVAL EXIST. HVAC UNITS BY THE LL PER THE CHECKLIST AEROSOL, MOISTURE-CURING POLYURETHANE FOAM SIMILAR TO "PUR BLACK" BY TODOL PRODUCTS, INC. (508.651.3818) OR APPROVED EQUAL. SECURITY SYSTEM COMPLETED PLANS SENT TO RICH WOOD AND JCI / ADT W/IN 3 DAYS OF RECEIPT OF FULL 39. CONCRETE MASONRY UNITS AND EXTERIOR CONCRETE MOISTURE CONTENT CRITERIA. GENERAL CONTRACTOR, OR, THE OWNERS TESTING COMPANY SHALL THE LIGHT TIMER SYSTEM INCLUDING REVIEW OF THE SCHEDULE TSC PM SET OF PLANS PROVIDE MOISTURE TESTING OF ALL CMU AND CONCRETE EXTERIOR WALL PER ASTM D4263 PRIOR TO APPLICATION OF PAINT. TSC ARCHITECT TO INSERT SECURITY SYSTEM PLANS INTO SET TSC PM UPON RECEIPT OF SECURITY 40. TSC PROJECT MANAGER MUST APPROVE THE APPLICATION OF PAINT IN WRITING, IF THE MOISTURE CONTENT IS ABOVE 15%. THE HVAC SYSTEM OPERATION INCLUDING HOW TO ADJUST THE PROGRAMMABLE THERMOSTATS. FOR PERMIT SYSTEMS PLAN 41. GENERAL CONTRACTOR TO HAVE A LOCAL CONTACT WITHIN 2-HOURS FOR ALL (NON)WARRANTY ELECTRICAL AND/OR PLUMBING CALL BACK REPAIRS. THE AUTOMATIC FRONT DOORS OPERATIONS INCLUDING SENSOR ADJUSTMENTS. GC TO CONTACT ASSIGNED LVW VENDORS FOR PRICING TSC PM VERIFIED AT BID EVALUATION 42. ADD STEEL WOOL AT ALL CONDUIT/PIPE PENETRATIONS AT EXTERIOR WALLS AND ADD ESCUTCHEON PLATE AND PROVIDE SEALANT AT ALL ESCUTCHEON EDGES TO PREVENT RODENT INTRUSION. THE OVERHEAD DOORS OPERATIONS INCLUDING TIMER, TIMER OVERRIDE, AND SAFETY EDGE. GC / LVW VENDOR FINISHED ALL LVW SOW PER PLANS VENDOR #9 NO LESS THAN 2 WEEKS PRIOR TO PLEASE BE SURE TO VIF HVAC SYSTEMS 43. AT EXISTING HVAC CURBS, CONTRACTOR TO INSTALL STEEL WOOL AND CLOSED-CELL SPRAY FOAM AT ALL CURB PENETRATIONS TO PREVENT RODENT INTRUSION. FD (GROUND MOUNT VS. ROOF MOUNT, ETC.) CONTRACTOR TO VERIFY ALL WARRANTIES REMAIN INTACT AND APPROVED BY LANDLORD. THE DELAY EGRESS DOOR (THE RESET BUTTON IS IN THE CONTROL BOX AND HAS TO BE RESET ANY TIME POWER IS LOST). 44. USE OF CLEAR SEALANTS IS PROHIBITED. SECURITY SYSTEMS CONTRACTOR TO INSTALL THEIR EQUIPMENT JCI / ADT STARTING APPROXIMATELY 3 WEEKS FROM FD TO WEDNESDAY PRIOR TO FD. TERMINATION 45. POWER POLES FOR ALL CHECKOUT DROPS ARE TO BE BLACK; NO SUBSTITUTIONS. AND MAKE TERMINATIONS TO BE DONE LAST AS LVW VENDOR COMPLETES NO LATER THAN 2 WEEKS PRIOR TO FD. STORE # INSTALLATION OF PA SYSTEM, PHONE SYSTEM, SPEAKERS, STAN KOLIC / MONDAY AND TUESDAY BEFORE FD FINAL FIXTURE PLAN TO BE RECEIVED BY CONTRACTOR AND/OR LL APPROXIMATELY 8 WEEKS PRIOR TO FIXTURE DATE TO ESTABLISH PROPER PLACEMENT OF ALL OUTSIDE HORNS, PHONES, PATCH PANEL, AP'S W/ ANTENNAS VENDOR #9 COUNTERS, POWER POLES, AND WOOD GRAIN FLOORING. CITY/STATE INSTALLATION OF POS SYSTEMS AT ALL LOCATIONS AND TESTING STAN KOLIC / THURSDAY BEFORE FD OF AP SYSTEM AGYLISIS STORE MANAGER ON TSC OWNED PROJECTS ONLY. AN EXTREME WEATHER EVENT AND/ OR WEATHER RELATED CONDITIONS TO BE CONSIDERED FOR A CHANGE ORDER TO THE BASE NOTE: CONTRACT MUST BE SUBSTANTIATED AS AN EVENT EXCEEDING THE PRIOR 3 YEAR AVERAGE OF SUCH AN EVENT VIA ACCUWEATHER.COM FOR THE SPECIFIC LOCATION ALL OTHER ACTIONS AND TIME FRAMES TO BE PER THE EXISTING TIMING AND ACTION CALENDAR. GENERAL CONTRACTOR AND SCHEDULE OF THIS PROJECT. PROPOSED CHANGE ORDERS OR CHARGES FOR WEATHER RELATED ISSUES MUST EXCEED THAT 3 YEAR AVERAGE IN ORDER TO BE COORDINATE THE ABOVE RESPONSIBILITY AND TIMING WITH T.S.C. PM & CONSTRUCTION MANAGER. CONSIDERED. CLOSE-OUT BINDER REQUIREMENTS PM STORE # CITY/STATE: X=REQUIRED CONTRACTOR SHALL PROVIDE OWNER WITH ONE ELECTRONIC CLOSE-OUT BINDER ON A CD. ALL INFORMATION BELOW MUST BE INCLUDED. THE CLOSE-OUT BINDER SHALL BE SENT ATTN TO THE CONSTRUCTION COORDINATOR AT THE OWNER'S ADDRESS: 5401 VIRGINIA WAY, BRENTWOOD, TN 37027. PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 1 PROTOTYPE RETROFIT Project No.: 25.0626 X X 1. NAME, ADDRESS AND TELEPHONE NUMBER OF THE CONTRACTOR AND ALL SUBCONTRACTORS. X X 2. THE FINAL CERTIFICATE OF OCCUPANCY OR THE EQUIVALENT THEREOF DESCRIBED IN ARTICLE 15.5.2(b) Drawn By: MS X X 3. AN ASSIGNMENT BY THE CONTRACTOR OF ALL GUARANTEES AND WARRANTIES FROM ALL SUBCONTRACTORS, VENDORS, SUPPLIES, AND MANUFACTURERS, TOGETHER WITH ORIGINALS OF ALL SUCH Date Issue GUARANTEES, WARRANTIES, AND OPERATING MANUALS (E.G. HVAC, ROOF, DOORS, WATER HEATER, ETC. AS APPLICABLE). 05-09-25 BID/PERMIT X X 4. COMPLETE LIST OF EQUIPMENT COMPLETE TEMPLATE. X X 5. CONFIRMATION IN WRITING FROM THE INSTALLER OF THE HVAC SYSTEM OR COMPONENTS THEREOF CONFIRMING THAT THE PROPER START-UP PROCEDURES WERE FOLLOWED. 06-02-25 1 REVISION 1 N/A X 6. COMPLETE RETROFIT HVAC BREAKDOWN OF COSTS COMPLETE TEMPLATE. X N/A 7. COMPLETE PROTOTYPE HVAC INFORMATION COMPLETE TEMPLATE. N/A X 8. CERTIFICATE OF SEWER CLEAN-OUT BY THE PERSON WHO PERFORMED THE SAME. X X 9. DISABILITY ACCESSIBILITY INSPECTION REPORTS SENT TO THE TEXAS DEPARTMENT OF LICENSING AND REGULATION (FOR TEXAS STORES ONLY). X X 10. A COPY OF THE PUNCH LIST ITEMS SIGNED BY THE OWNER (OR STORE MANAGER, IF SO AUTHORIZED BY OWNER) CONFIRMING ALL PUNCH LIST ITEMS ARE COMPLETED. X X 11. (1) PDF CONTAINING WORKING DRAWINGS AND PLANS AND SPECIFICATIONS REFLECTING "AS-BUILT" CONDITIONS WITH A SUMMARY LIST OF CHANGES, INCLUDED IN PDF FORMAT. A COMPLETE SET OF FIRE SPRINKLER SHOP DRAWINGS, IF APPLICABLE. X X 12. A COMPLETE SET OF FIRE SPRINKLER SHOP DRAWINGS, IF APPLICABLE. N/A X 13. A CERTIFICATE EVIDENCING THAT INSURANCE REQUIRED UNDER THE CONTRACT DOCUMENTS SHALL REMAIN IN FORCE AFTER FINAL PAYMENT AND SHALL NOT BE CANCELED, REDUCED OR ALLOWED TO EXPIRE UNTIL AT LEAST 30 DAYS PRIOR WRITTEN NOTICE HAS BEEN GIVEN TO THE OWNER. X X 14. CERTIFICATION OF WATER WELLS AND/OR SEPTIC SYSTEMS THAT DEMONSTRATE INSPECTION AND ACCEPTANCE BY THE MUNICIPALITY. THIS SHOULD INCLUDE ANY ONGOING TESTING AND/OR INSPECTIONS THAT ARE REQUIRED AS WELL AS THE INTERVAL AT WHICH TESTING AND/OR INSPECTION MUST BE COMPLETED. N/A X 15. DIGITAL PHOTOGRAPHS OF THE "BEFORE" AND "AFTER" OF THE FRONT VIEW OF THE STORE. X X 16. ROOFING INSPECTION REPORT FROM THE ROOFING MANUFACTURER (SHOULD REFLECT ROOF PROPERLY INSTALLED AND AS SUCH WARRANTY 100% IN TACT). T1.2 X N/A 17. CERTIFICATE FROM THE PROJECT CIVIL ENGINEER THAT THE STORM WATER DRAINAGE SYSTEM HAS BEEN CONSTRUCTED AND INSTALLE DIN ACCORDANCE WITH THE APPROVED PLANS AND ALL APPLICABLE LAWS (SEE LEASE EXHIBIT) TSC PM APPROVAL & DATE GENERAL NOTES NOTE: GENERAL CONTRACTOR / LANDLORD TO SEE LEASE / CONTRACT FOR SPECIFIC CHECKLIST CODE SUMMARY 7 Â· 2021 WASHINGTON STATE EXISTING BUILDING CODE AREA AND OCCUPANT LOAD CALCULATIONS: Â· 2021 WASHINGTON STATE BUILDING CODE MAIN BUILDING (EXISTING TO REMAIN): Â· 2021 WASHINGTON STATE ENGERY CODE MERCANTILE: 24,857 SF / 60 = 414 OCCUPANTS Â· 2021 WASHINGTON STATE MECHANICAL CODE BUSINESS: 553 SF / 100 = 6 OCCUPANTS Â· 2021 WASHINGTON STATE PLUMBING CODE STORAGE: 8,013 SF / 300 = 27 OCCUPANTS Â· 2021 WASHINGTON STATE FUEL GAS CODE MAIN BUILDING TOTAL: 33,423 SF AND 447 OCCUPANTS (EXISTING TO Â· 2021 WASHINGTON STATE FIRE CODE REMAIN) Â· 2020 NFPA / NATIONAL ELECTRICAL CODE (NEC) EXISTING EGRESS: M : 414 x 0.2 = 83" REQ'D x 50% = 41.4"; 80" + 80" = 160" DOOR EXIST NUMBER OF STORIES: PROVIDED. C 13 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com 1 - EXISTING B : 6 x 0.2 = 1.2" REQ'D; 34" PROVIDED. TRAVEL DISTANCE = 102' 34" OCCUPANCY CLASSIFICATION: S : -- x 0.2 = 5.4" REQ'D; 34" PROVIDED. 170 MERCANTILE CONSTRUCTION TYPE: DOOR EXIST II-B TOTAL OCCUPANT LOAD: 33,423 SF AND 447 OCCUPANTS. BALER - L FIRE PROTECTION: 14 SPRINKLED: 34" 170 NOT IN SCOPE EXISTING MAIN BUILDING: EXISTING TO REMAIN GENERAL BUILDING NOTES: PROPOSED FEED BLDG: NEW DRY PIPE SPRINKLER; REFER ADJACENT TO SHEET FP1.0 FOR REFERENCE (TO BE SUBMITTED BY 1. PROVIDE TACTILE SIGNAGE AT ALL EXTERIOR DOORS. TENANT OTHERS). 2. PROTRUDING OBJECTS IN THE EGRESS PATH, MUST COMPLY WITH THE ALARM SYSTEM: CODE AND ACCESSIBILITY REQUIREMENTS. S-2 27 ALARMED: 3. PROVIDE KNOX BOX FOR GATE LOCKS. COORDINATE WITH LOCAL FIRE EXISTING MAIN BUILDING: EXISTING TO REMAIN DEPARTMENT. PROPOSED FEED BLDG: ADDED TO EXISTING SYSTEM (TO C BE SUBMITTED BY OTHERS). 6 ERRC COMPLIANCE / TESTING WHERE REQUIRED BY THE AHJ, CONTRACTOR SHALL ENGAGE AN INDEPENDENT EMERGENCY RESPONDER RADIO COVERAGE (ERRC) TRAVEL DISTANCE = 102' TESTING COMPANY TO VERIFY SIGNAL STRENGTH INSIDE OF BUILDING (AFTER THE COMPLETION OF CONSTRUCTION & PLACEMENT OF MERCHANDISE), INCLUDING ALL CRITICAL REQUIRED 06/03/2025 AREAS. IF SIGNAL STRENGTH IS NOT ADEQUATE TO THE AHJ STANDARDS, CONTACT AOR FOR ERRC IMPROVEMENT PACKAGE. TRAVEL DISTANCE = 223' Design and construction documents as FIRE EXTINGUISHERS instruments of services are given in confidence and remain the property of Onyx Creative. The use of this design and these CLASS A HAZARD (ORDINARY) FD construction documents for purposes other Â· MAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SQ. FT. than the specific project named herein is strictly prohibited without expressed written (EXAMPLE: 2A SHALL PROTECT 3,000 SQ. FT.) co nse nt of O ny x Cr eat i ve. Â· MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 75' CLASS B HAZARD (ORDINARY) Â· MAXIMUM TRAVEL DISTANCE TO 10B RATED EXTINGUISHER = 30' Â· MAXIMUM TRAVEL DISTANCE TO 20B RATED EXTINGUISHER = 50' FD 5 CLASS C HAZARD Â· REQUIRED WHERE ENERGIZED ELECTRICAL EQUIPMENT CAN BE ENCOUNTERED Â· SHALL BE SIZED AND LOCATED ON THE BASIS OF CLASS A OR CLASS B HAZARD CLASS K HAZARD Â· REQUIRED WHERE THERE IS A POTENTIAL FOR FIRES INVOLVING COMBUSTIBLE COOKING MEDIA. Â· MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 30' GENERAL NOTES A. DESIGN CRITERIA PER APPLICABLE BUILDING/FIRE CODES AND NFPA 10. M 414 B. PROVIDE MINIMUM 2A-10B:C EXTINGUISHERS AS INDICATED ON PLAN OR AS DIRECTED BY AHJ. C. COORDINATE FINAL QUANTITIES, LOCATIONS AND INSTALLATION w/ AHJ. D. EXTINGUISHERS SHALL HAVE A GROSS WEIGHT NOT TO EXCEED 40 LBS. E. EXTINGUISHERS SHALL BE INSTALLED w/ BOTTOM @ 4"AFF MIN. F. EXTINGUISHERS SHALL BE INSTALLED w/ TOP @ 3'-6"AFF MAX - U.N.O. G. EXTINGUISHER CABINETS (WHERE OCCUR) SHALL BE INSTALLED w/ TOP NOT IN SCOPE OF CABINET @ 4'-0"AFF MAX - U.N.O. 4 GENERAL NOTES A. REFER TO DOOR SCHEDULE ON SHEET A0.0 FOR EXIT HARDWARE & OPERATION. B. REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGNS & EMERGENCY LIGHT INFORMATION. C PLUMBING CALCULATION IBC TABLE 2902.1 DOOR EXIST CRITERIA REQUIREMENTS 210 80" 400 MALE FEMALE MALE FEMALE NOT IN SCOPE TOILETS BY USE TYPE TOILETS BY USE TYPE M: (207 OCC. @ 1/500)=0.41 M: (207 OCC. @ 1/500)=0.41 3 B: (3 OCC. @ 1/25)=0.12 B: (3 OCC. @ 1/25)=0.12 S: (13 OCC. @ 1/100)=0.13 S: (13 OCC. @ 1/100)=0.13 TOTAL TOILETS= 0.66 TOTAL TOILETS= 0.66 1 TOILET 1 TOILET LAVATORIES BY USE TYPE LAVATORIES BY USE TYPE M: (207 OCC. @ 1/750)=0.28 M: (207 OCC. @ 1/750)=0.28 PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 B: (- OCC. @ 1/40)=0.08 B: (- OCC. @ 1/40)=0.08 TRAVEL DISTANCE = 223' 1 S: (- OCC. @ 1/100)=0.13 S: (- OCC. @ 1/100)=0.13 Project No.: 25.0626 TOTAL LAVS= 0.49 TOTAL LAVS= 0.49 1 LAV 1 LAV CK ALT Drawn By: MS ACTUAL FIXTURES PROVIDED 2 TOILETS / 1 URINAL / 1 LAV Date Issue DRINKING FOUNTAINS REQUIRED = 1 PER 1000 OCCUPANTS 2 PROVIDED (1 HIGH / 1 LOW) 05-09-25 BID/PERMIT SERVICE SINK REQUIRED = 1 1 PROVIDED NOT IN SCOPE 06-02-25 1 REVISION 1 LEGEND TABLE TABLE 1 HR. WALL DOOR # DOOR NUMBER DRYER DOL DESIGN OCC. LOAD DRYER 2 HR. WALL XX" MOL MAX. OCC. LOAD C C - - ADDITIONAL NOTES 2 3 HR. WALL CLEAR WIDTH (INCHES) TRAVEL DISTANCE = XXX' FD FD NOT IN SCOPE USE GROUP COMMON PATH OF TRAVEL = XX' USE OCC OCCUPANCY B 6 DIAGONAL DISTANCE = XXX' FIRE EXTINGUISHER 1 1/3 (SPRINKLED) = XX' MIN. FD LS1.0 FD EXIT SEPARATION DISTANCE = XX' FIRE EXTINGUISHER w/ CABINET C C N COMPLIES FD DOOR EXIST LIFE SAFTEY PLAN 207 3/32" = 1'-0" 80" LIFE SAFETY PLAN 1 400 7 C 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com BALER - L CONCRETE NOT IN SCOPE CONCRETE ADJACENT TENANT C 6 06/03/2025 Design and construction documents as instruments of services are given in confidence and remain the property of Onyx Creative. The use of this design and these FD construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written co nse nt of O ny x Cr eat i ve. FD 5 CONCRETE NOT IN SCOPE 4 CONCRETE C NOT IN SCOPE 3 PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 1 Project No.: 25.0626 Drawn By: MS Date Issue WOOD 05-09-25 BID/PERMIT NOT IN SCOPE 06-02-25 1 REVISION 1 1 GENERAL NOTES A. DEMOLITION PLAN SHOWS THE APPROXIMATE LAYOUT OF EXISTING BUILDING SPACE AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITIONS. PRIOR TO ANY DEMOLITION PROPOSED PET WASH WORK, THE CONTRACTOR MUST FIELD VERIFY EXISTING BUILDING CONDITIONS AS WELL AS LOCATION VERIFY EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL WORK LOCATED IN THE C C DEMOLITION SPACE. NOTIFY ARCHITECT, T.S.C. PM AND CONSTRUCTION MANAGER IF THERE ANY DISCREPANCIES. 2 B. PROTECT EXISTING CONSTRUCTION SHOWN TO REMAIN DURING DEMOLITION. DAMAGE TO CONCRETE CONCRETE EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE RESTORED TO MATCH CONCRETE PRE-DAMAGED CONDITION. CONCRETE FD FD NOT IN SCOPE C. PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND WHICH BECOMES EXPOSED DURING DEMOLITION OPERATIONS. CONCRETE D. PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED, AND 1 ADJACENT STRUCTURE OR ELEMENT SHOWN TO REMAIN. SHORING AND BRACING SHALL BE CONCRETE FD D1.0 FD CONCRETE CONCRETE CONCRETE DESIGNED BY CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN THE APPLICABLE CONCRETE CONCRETE JURISDICTION. C C FD N DEMOLITION PLAN E. REFER TO MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. 1 3/32" = 1'-0" DEMOLITION PLAN WALL COVERING INSTALLATION HARDWARE SCHEDULE DOOR SCHEDULE ADHESIVE BACKED VINYL SET# QTY ITEM MFR NO. SIZE TYPE MATERIAL FRAME RATING HARDWARE REMARKS 1D 1 EA. MORTISE CYLINDER - 28107-1 - 26D ILC 1 6 (2) 3'-0" X 8'-0" D CHASE IMPACT DOORS MTL. 2 16, 18, & 24 1. NEW DRYWALL: MAKE SURE THE DRYWALL IS FREE OF CONTAMINANTS SUCH AS DUST, DIRT AND MILDEW. JOINTS AND 1 EA. CYLINDER CORE - 1CC7A2 - GREEN BEST SPACKLED AREAS SHOULD BE THOROUGHLY CURED AND SANDED SMOOTH. BEST RESULTS ARE OBTAINED WHEN THE 1 EA. 4510 DEADLATCH- 4560 LEVER ARC 7 3'-0" X 7'-0" F STOREFRONT GLASS ALUM. 1D 3, 4, 10, 19 & 22 MOISTURE CONTENT OF THE DRYWALL IS AT OR LESS THAN 5 PERCENT. APPLY A GOOD QUALITY OPAQUE/WHITE PRIMER BALANCE OF HARDWARE BY DOOR SUPPLIER PRIOR TO PAINTING. 1 2 ALL HARDWARE BY DOOR SUPPLIER 2. MOISTURE BEHIND DRYWALL CAN CAUSE THE DRYWALL PAPER TO RELEASE. WATCH FOR WALLS THAT BACK UP TO COOLING SYSTEMS, WATER PIPES, OVERHEAD WINDOWS OR WINDOWS THAT HAVE BEEN BOARDED UP. THESE AREAS ARE PRONE TO CONDENSATION THAT MAY NOT BE OBVIOUS AT THE TIME OF INSTALLATION (PLEASE TRY AND POINT THESE OUT TO YOUR 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com INSTALLER). MANUFACTURER ABBREVIATIONS 3. REPAIR ANY DAMAGE. WALL GRAPHICS WILL NOT ADHERE TO PEELING OR CHIPPED PAINT, DENTED WALL SURFACES, OR ARC - ADAMS RITE FAL - FALCON IVE - IVES BEST - BEST ACCESS HAG - HAGER MCK - McKINNEY HOLES IN THE WALL. PLEASE BE SURE THAT ALL ITEMS THAT HAVE BEEN REPAIRED, ARE SANDED AND CLEANED SO THAT DET - DETEX ILC - ILCO NAT - NATIONAL GUARD THERE IS A SMOOTH CLEAN SURFACE TO PAINT ON. 4. WE RECOMMEND THAT A GLOSS OR SEMI-GLOSS PAINT IS USED BECAUSE IT PROVIDES A SMOOTH, NON-POROUS SURFACE. FLAT OR SATIN FINISH PAINTS ARE NOT RECOMMENDED. PLEASE ADVISE IF CONSIDERING USING A FLAT OR SATIN FINISH PAINT. ALSO, PLEASE INFORM YUNKER IF YOU ARE USING A LOW TO 0 VOC PAINT SO THE APPROPRIATE VINYL CAN BE USED. CONTACT JULIE VENDEIRO: jvendeiro@yunker.com; 940.367.6680. 5. USE A DAMP CLOTH TO REMOVE ANY DUST OR DEBRIS FROM THE WALL. 6. FOR ALL NEW CONSTRUCTION ALL WALLS MUST BE PRIMED BEFORE PAINTING. PLEASE NOTE: VINYL WILL NOT ADHERE TO A WALL THAT HAS ONLY BEEN PAINTED AND NOT PRIMED. 7. ALLOW NO LESS THAN 7 DAYS FOR THE PAINT TO CURE BEFORE APPLYING VINYL. VARIES - V.I.F. VARIES GENERAL REQUIREMENTS 6'-4" 06/03/2025 1. PAINT YELLOW STRIPE DOWN THE CENTER OF THE INSIDE OF THE ROLLING STEEL ROLLUP DOOR THAT RECEIVES NEW STRIPE DOORS. ONLY PAINT STRIPE IF PLASTIC STRIP DOOR IS INSTALLED ON THE INSIDE. ON THE INSIDE, HANG A 6 INCH YELLOW PAINTED PVC PIPE AT THE HEIGHT OF THE ROLLING STEEL ROLLUP DOOR THAT WILL WARN FORK LIFT DRIVER THAT THEIR FORKS ARE TOO HIGH. IF SECTIONAL DOOR, HANG 6 T T T Design and construction documents as 8" 2" INCH YELLOW PAINTED PVC AT THE HEIGHT OF THE EXPOSED SIDE OF THE TRACK. IF SECTIONAL DOOR, DO NOT PAINT STRIPE DOWN THE 7'-2" T T instruments of services are given in CENTER. VARIES - V.I.F. confidence and remain the property of Onyx 3'-6" 3'-6" T T T Creative. The use of this design and these 2. CHECK PRIMARY ROLLUP DOOR (DOOR USED BY FORKLIFT TO EXIT BUILDING) FOR PLASTIC CURTAIN STRIPS. IF STORE CURRENTLY HAS THESE, construction documents for purposes other AND THEY ARE DAMAGED, MISSING, OR NON-TRANSLUCENT, PLEASE REPLACE. EACH STRIPS SHOULD OVERLAP 50%. IF STORE DOES NOT HAVE 12" 12" 10" than the specific project named herein is strictly prohibited without expressed written THESE ON THEIR PRIMARY ROLLUP DOOR, INSTALL NEW SET. IF SECTIONAL DOOR, STRIPS ON EXTERIOR. IF ROLLING STEEL DOOR, STRIPS ON 'A' 'B' 2" 'C' 'D' 'E' 'F' co nse nt of O ny x Cr eat i ve. 10" 1'-6" INTERIOR. VARIES - V.I.F. 3. CONTRACTOR IS TO HIRE COMMERCIAL CLEANING COMPANY TO REMOVE ALL DIRT AND GRIME FROM THE BATHROOMS, BREAK ROOM, T = TEMPERED MANAGER OFFICE, HALLWAY, SERVICE COUNTER & CASH WRAPS. AT THE SIDE LOT DOOR & VESTIBULE DOOR; REMOVE ALL DIRT AND GRIME 3" 8" INSTALL OPAQUE FILM ON FROM INTERIOR & EXTERIOR FROM AND GLASS. THIS SHOULD BE DONE AT THE END OF THE PROJECT PRIOR TO THE PUNCH DATE. INSIDE FACE OF GLAZING IN 4. ANY WALL THAT IS RECEIVING PAINT IS ALSO TO RECEIVE NEW OUTLET COVERS TO MATCH AS WELL AS NEW COVE BASE. THE FIXED PANELS OF 5. ALL HVAC GRILLS ON SALES FLOOR, VESTIBULE, REST ROOMS, BREAK ROOM, AND MANAGERS OFFICE TO BE CLEANED. SLIDING DOOR PACKAGE; T 2'-9" COLOR - BLACK NOTE: CONFIRM APPLICABILITY WITH TSC PM PER TSC PROJECT. VARIES - V.I.F. 3'-7" T T 'G' 'K' 'L' DOOR-OPENING FORCE - FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS MAXIMUM 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS MAXIMUM THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A DOOR REMARKS (NOTES): CLOSED POSITION. 1. 10' WIDE X 10' HIGH INSULATED SECTIONAL DOOR W/ ELECTRIC OPERATOR, (2) RADIO REMOTES, TIMER, CHAIN KEEPER AND REVERSING SAFETY EDGE. OVERRIDE BUTTON TO BE SUPPLIED BY OVERHEAD DOOR VENDOR AND INSTALLED BY GENERAL CONTRACTOR'S ELECTRICIAN. COLOR TO ALL LOCKSETS WILL BE FURNISHED CONSTRUCTION KEYED. AT THE END OF THE CONSTRUCTION PERIOD NEW PERMANENT CORES BY INSTAKEY WILL BE FACTORY FINISHED WHITE. BE FURNISHED TO THE CONTRACTOR WHO WILL THEN CHANGE THEM OUT. THERE WILL BE A SEALED CARTON WITH THE SHIPMENT. THE 2. KEY OUTSIDE. CONTRACTOR IS TO TURN THAT SEALED CARTON OVER TO THE TSC STORE MANAGER AND GET THEIR SIGNATURE ON THE ENCLOSED RECEIPT. 3. PROVIDED AND INSTALLED BY G.C. 4. DOOR TO HAVE 4" ALUM. HEAD AND THRESHOLD. 5. SIGNAGE TO BE PROVIDED BY TSC. 6. NOTE THAT DOORS REQUIRE A MINIMUM 10" BOTTOM RAIL TO RECEIVE KICK PLATES. 7. ALL DOORS TO HAVE A.D.A. APPROVED HARDWARE WHICH IS IN COMPLIANCE WITH IBC SECTION 1010.1.9.2. 8. GENERAL CONTRACTOR TO CHANGE OUT CONSTRUCTION CORES OF ALL HARDWARE PRIOR TO TURNOVER OF STORE. KEY AND TURNOVER FLOORING SPECIFICATIONS DOCUMENT TO BE SIGNED BY G.C. AND STORE MANAGER. 9. ALL LOCKSETS KEYED TO ESTABLISH TSC GRANDMASTER KEY. ESTABLISH A NEW MASTER KEY AND KEY INDIVIDUALLY AS DIRECTED TO OPERATE FLOOR IN VESTIBULE, SALES, RESTROOMS, CORRIDOR, MANAGER'S OFFICE, EMPLOYEE LOUNGE ALL CYLINDERS & LOCK SETS. FURNISH (4) COPIES OF THE MASTER KEY, FURNISH 2 KEYS PER LOCK. CONCRETE FLOORING SPECIFICATIONS, PROVIDE THE FOLLOWING: 10. DOORS KEYED ALIKE. Â· ANY FLOOR AREAS OVER 3" ROUND WILL BE PREPPED BY THE "GC". 11. ELECTRICIAN RESPONSIBLE FOR MAKING FINAL CONNECTION BETWEEN SECURITY VENDOR WORK AND DOOR WIRING. Â· MECHANICALLY GROUND AND POLISHED FLOOR SURFACE TO A 400 GRIT RESIN DIAMOND FOLLOWED BY 800 GRIT DIAMOND PAD BURNISH FOR A 12. CONTRACTOR TO INSTALL PLASTIC AIR CURTAIN WITH 50% PANEL OVERLAP @ NEW MASONRY OPENING INSIDE NEW DOOR. AIR CURTAIN INCLUDED MID LEVEL GLOSS. INCLUDED IN THIS PROCESS IS CONCRETE DENSIFICATION, JOINT/CRACK FILLING UP TO 1150 LF AND PATCHING OF HOLES WITH OVERHEAD DOOR VENDOR PACKAGE. INCLUDES ALL OVERHEAD DOORS IN RETROFIT STORES. SMALLER THAN 3" THAT POSE A TRIP HAZARD. PROCESS TO BE INSTALLED BY FLOORING SUB-CONTRACTOR. 13. CONTRACTOR TO PROVIDE AND INSTALL DOOR SWEEPS. 14. DOORS TO HAVE FLAT THRESHOLD PROVIDED BY DOOR MANUFACTURER. FLOOR IN STOCKROOM, IT ROOM 15. THE CHANNELS THAT MAKE UP THE JAMBS AND HEAD FOR THE ROLLING SERVICE DOOR AND ITS ATTACHMENT POINTS SHOULD BE FLUSH AND CONCRETE FLOORING SPECIFICATIONS, PROVIDE THE FOLLOWING: SMOOTH WITH THE SURROUNDING INTERIOR WALLS AS WELL AS ABOVE THE INTERIOR OPENING. PROVIDE A STRUCTURAL SURFACE IN LINE WITH Â· 1 CUT GRIND THEN SEALED WITH GUARD/ SEALER INSTALLED BY FLOORING SUBCONTRACTOR. THE JAMBS THAT EXTENDS ABOVE THE OPENING FOR A MINIMUM OF 30" FOR ATTACHMENT POINTS. STRUCTURAL SURFACE TO BE CAPABLE OF WITHSTANDING 1850 LB. POINT FORCE IN EITHER TENSION, COMPRESSION OR SHEAR. FLOOR IN PET WASH 16. PROVIDE AND INSTALL "EMPLOYEES ONLY" SIGN WHERE INDICATED. CONCRETE FLOORING SPECIFICATIONS, PROVIDE THE FOLLOWING: 17. W/ 2 EACH CRASH RAILS ON INSIDE OF EACH DOOR. 1. DO NOT BROOM FINISH THIS AREA. PLACE AND FINISH CONCRETE AS SPECIFIED IN SECTION 3.04 "CONCRETE FINISHES AND TOLERANCES", 18. 72" X 96", 72" X 84" OR 36" X 96" OPENINGS TO BE PROVIDED AS: P11PLUS, WITH 10" X 30" ADA COMPLIANT WINDOWS, 18" TALL BUMPERS, COLOR: PARAGRAPH A "GENERAL FINISHES". CURE USING "KUREZ DR VOX" OR "KUREZ DR 100" AT AN APPLICATION RATE OF 400 SF/GALLON RED. (OR) OPENINGS 96" X 120" TO BE: DURULITE STANDARD DOORS WITH 20" X 30" ADA COMPLIANT WINDOWS, 36" TALL BUMPERS, COLOR: RED. 2. JOINT FILLING: FILL ALL CONTROL JOINTS AS SPECIFIED IN SECTION 3.07 "INTERIOR CONCRETE JOINT FILLER", PARAGRAPH B. 19. INSTALL CLEAR ANODIZED STOREFRONT FRAMING WITH 1/4" TEMP. CLEAR GLASS SIDELIGHTS. DOOR TO SWING OPEN TO CENTER OF STORE. 3. SURFACE PREPARATION: EPOXY FLOOR COATING SYSTEM IS DESIGNED FOR APPLICATION ON CONCRETE SUBSTRATES. NEWLY PLACED SIDELIGHT GLASS TO ACCEPT 6.25" X 48.85" VINYL FILM. NARROW STILE DOOR WINDOW GLASS TO ACCEPT 30.25" X 57.825" VINYL FILM. CONCRETE SURFACES SHOULD BE CURED FOR A MINIMUM OF 28 DAYS PRIOR TO COATING. CONCRETE SURFACES MUST BE STRUCTURALLY 20. ANEMOSTAT WINDOW KIT WITH CLEAR TEMPERED 1/4" GLASS WITH GLAZING TAPE APPLIED (BOTH SHIPPED LOOSE). BY VENDER #1. SOUND, FREE OF LOOSE OR DETERIORATED CONCRETE AND FREE OF DUST, DIRT, PAINT, EFFLORESCENCE, OIL AND OTHER CONTAMINANTS. 21. CONTRACTOR TO PAINT FRAME SW7513 SANDERLING BOTH SIDES. MECHANICALLY ABRADE THE SURFACE TO ACHIEVE A SURFACE PROFILE EQUAL TO CSP 2-3 IN ACCORDANCE WITH ICRI GUIDELINE 310.2. 22. SFIC COMPATIBLE HARDWARE. PROPERLY CLEAN PROFILED AREA. THE pH OF THE SURFACE SHOULD BE CHECKED ACCORDING TO ASTM D 4262. FOLLOWING SURFACE 23. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ACCESS PANEL. PREPARATION, THE CLEANED SURFACE SHOULD HAVE A MINIMUM SURFACE-TENSILE STRENGTH OF 200 PSI WHEN TESTED WITH AN ELCOMETER 24. DOORS AND SELF-SUPPORTING FRAME SUPPLIED BY TSC; INSTALLED BY CONTRACTOR. OR SIMILAR PULL TESTER (ASTM D 4541). 25. DOOR TO HAVE DOOR BELL. RINGERS TO BE LOCATED @ RECEIVING DESK AND CASH REGISTER. "BIG EYE" VIEWER IN DOOR. 4. PRODUCTS: 26. DOOR AND FRAME BY VENDOR #1; INSTALLED BY CONTRACTOR. a. INITIAL COAT: "INCRETE HIGH PERFORMANCE EPOXY" 1 GALLON KIT (GRAY COLOR) BY EUCLID CHEMICAL 27. DOOR AND FRAME BY GARDEN CENTER VENDOR. b. PIGMENTED CHIPS: " INCRETE GRANITE COAT CHIPS" (MICA COLOR) BY EUCLID CHEMICAL 28. LOCATED WITHIN (1) HOUR FIRE RATED WALL ASSEMBLY. c. GROUT COAT: "INCRETE HIGH PERFORMANCE EPOXY" 1 GALLON KIT (CLEAR COLOR) BY EUCLID CHEMICAL d. FINAL WEAR COAT: "INCRETE POLYSEAL POLYASPARTIC" 2 GALLON KIT (CLEAR COLOR) BY EUCLID CHEMICAL 5. INITIAL COAT MIXING: PRE-MIX "INCRETE HIGH PERFORMANCE EPOXY" (GRAY) PART A AND PART B, THEN COMBINE 2 PARTS BY VOLUME OF PART A PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 WITH ONE PART BY VOLUME OF PART B, AND THEN MIX THOROUGHLY USING A LOW-SPEED DRILL MOTOR AND A "JIFFY" TYPE MIXER. MIX ONLY THE 1 AMOUNT OF MATERIAL THAT CAN BE APPLIED DURING THE POT LIFE. DO NOT AERATE THE MIX. 6. INITIAL COAT APPLICATION: APPLY "INCRETE HIGH PERFORMANCE EPOXY" (GRAY) AT 120 SF/GALLON. SPREAD THE MIXED EPOXY WITH A NOTCHED Project No.: 25.0626 SQUEEGEE WHILE WEARING SPIKED SHOES. START FROM ONE END OF THE FLOOR AND WORK BACKWARDS AND SIDEWAYS TRYING TO KEEP A WET-TO-WET EDGE. THE COATING SHOULD THEN BE ROLLED IN ONE DIRECTION USING A 3/8" NAP, SHED-RESISTANT ROLLER. MAKE SURE THE Drawn By: MS MATERIAL IS APPLIED AS QUICKLY AS POSSIBLE WITHOUT LEAVING PUDDLES. Date Issue 7. PIGMENTED CHIP APPLICATION: BROADCAST UNTIL REFUSAL, "INCRETE GRANITE COAT CHIPS" (MICA) IN A HIGH ARCING MOTION INTO THE WET EPOXY. ALLOW TO CURE. ONCE DRY, VACUUM/SCRAPE OFF EXCESS FLAKES. ALLOW TO DRY. 05-09-25 BID/PERMIT 8. GROUT COAT: APPLY "INCRETE HIGH PERFORMANCE EPOXY" (CLEAR) AT 120 SF/GALLON. ALLOW TO DRY. 9. WEAR COAT: APPLY A FINAL COAT OF "INCRETE POLYSEAL POLYASPARTIC" (CLEAR) AT 120 SF/GALLON. ALLOW TO DRY. 06-02-25 1 REVISION 1 10. COVE BASE: IN ADDITION TO THE SEAMLESS INTEGRAL FLOOR, PROVIDE A 4" COVE BASE FROM THE FLOOR TO THE FRP WALL TRANSITION. COVE BASE SHALL CONSIST OF A MIXTURE OF "INCRETE HIGH PERFORMANCE EPOXY" AND FINELY GRADED, CLEAN DRY , TROWELABLE AGGREGATES, TROWELED TO THE PREVIOUSLY INSTALLED VERTICAL CEMENT BOARD SURFACE, TO A HEIGHT OF 4 INCHES. CREATE A COVED, SEAMLESS, INTEGRAL TRANSITION AT JOINT BETWEEN WALL AND FLOOR. BROADCAST UNTIL REFUSAL, "INCRETE GRANITE COAT CHIPS" (MICA) INTO THE WET EPOXY. FINISH COVE BASE DETAIL WITH THE GROUT COAT AND WEAR COAT AS SPECIFIED HEREIN. ONCE COMPLETED, THE FLOOR AND COVE BASE SHALL BE SEAMLESS IN FUNCTION AND APPEARANCE. a. INSTALL CEMENT WALL BOARD SO THAT THE BOTTOM EDGE IS FLUSH WITH THE FLOOR AS SPECIFIED. b. INSTALL CEMENT WALL BOARD TAPE, SIMILAR TO GOLDBLATT PROFESSIONAL CEMENT BOARD TAPE, TO ALL JOINT OF CEMENT BOARD. c. INSTALL FIBER REINFORCED PANELS (FRP) AS REQUIRED. DO NOT APPLY ADHESIVE TO ANY AREAS CONTACTING THE 4" COVE BASE INSTALLATION. DO NOT APPLY WATER TO ANY OF THESE SURFACES PRIOR TO INSTALLATION OF THE EPOXY FLOOR OR COVE SYSTEM. d. INSTALL 4" COVE BASE DIRECTLY TO CEMENT BOARD. COVE BASE SHALL COME IN DIRECT CONTACT WITH THE BOTTOM EDGE OF THE FIBER REINFORCED PANELS SO THAT THE FLOOR AND COVE BASE SHALL BE SEAMLESS IN FUNCTION AND APPEARANCE. NOTE: TSC REQUIRES NO GAP BETWEEN THE BOTTOM RAIL OF THE CANTILEVER GATE AND THE FINISH GRADE SHALL BE GREATER AT ANY POINT WITHIN THE GATE OPENING THAN THE DEPTH OF THE CASTERS. GENERAL CONTRACTOR IS RESPONSIBLE FOR RESOLVING GRADES AT F.O.D. AN ABBREVIATED CONCRETE SPECIFICATION APPROVED BY TSC SHALL BE INCLUDED FOR ALL RETROFIT ONYX CREATIVE, INC. PROJECTS. A COPY OF A GENERIC ABBREVIATED CONCRETE SPECIFICATION APPROVED BY TSC IS 25001 EMERY ROAD, SUITE 400 AVAILABLE FROM ONYX CREATIVE UPON REQUEST. CLEVELAND, OH 44128 216-223-3200 A0.0 1 NOTES & DOOR / HARDWARE SCHEDULES ALTERNATED COLOR SCHEDULE COLOR SCHEDULE FINISH SCHEDULE EXTERIOR BUILDING FINISHES: EXTERIOR BUILDING FINISHES: ROOM # ROOM WALLS CEILING BASE FLOOR REMARKS CONCRETE MASONRY UNITS FOR CONVENTIONAL BUILDINGS. 22 GAUGE GALVANIZED CORRUGATED STEEL PANEL. - 'MATTE / WEATHERED' FINISH 101 VESTIBULE PTD. C.M.U. / STOREFRONT GYP. BD. CEILING PANELS @ 10'-0" A.F.F. - REFER TO A1.0 6, 9 PPG PAINTS ACRYLIC SYSTEM GALVANIZED STANDING SEAM METAL ROOFING (ROOF AT VESTIBULE GABLE) 102 RETAIL SALES PTD. GYP. / C.M.U. (SEMI-GLOSS, WHITE) REFER TO A3.0 VINYL REFER TO A1.0 2, 3, 9 FLAT FINISH - COLOR TO MATCH PPG1021-4 DIVERSION TO 4'-0" A.F.F., PPG1097-4 DUSTY TRAIL FROM 4'-0" A.F.F. TO TOP OF C.M.U. ON METAL SIDING 26 GA. MTL. REVERSE "R" PANEL. - COLOR TO BE DETERMINED BASED ON BUILDING TYPE ON PRE ENGINEERED BUILDINGS 103 SPRINKLER ROOM PTD. GYP. / C.M.U. (SEMI-GLOSS, WHITE) NO WORK POLISHED CONC. 9 ALL SIDES CONCRETE MASONRY UNITS AND EXTERIOR CONCRETE MOISTURE CONTENT CRITERIA. 104 FITTING ROOM PREFABRICATED WALLS - - REFER TO A1.0 2, 8 1ST COAT: PPG PERMA-CRETE BLOCK SURFACER, 4-100XI (60-100 SQ FT/ NOTE: APPLICATIONS MAY UTILIZE GENERAL CONTRACTOR, OR, THE OWNERS TESTING COMPANY SHALL PROVIDE MOISTURE TESTING OF ALL CMU AND CONCRETE EXTERIOR WALL PER ASTM D4263 PRIOR BRUSH, ROLLER OR AIRLESS SPRAYER; PTD. GYP. / C.M.U. / PLYWOOD - GAL @ 16 MILS WET; 9 MILS DRY) TO APPLICATION OF PAINT. TSC PROJECT MANAGER MUST APPROVE THE APPLICATION OF PAINT IN WRITING, IF THE MOISTURE CONTENT IS ABOVE 15%. 105 STOCKROOM (SEMI-GLOSS, WHITE) TO DECK EXP. STRUCTURE FACTORY PRIMED (GRAY) POLISHED CONC. 9 HOWEVER, ALL COATS MUST BE 2ND COAT: PPG PERMA-CRETE HIGH BUILD ACRYLIC COATING, 4-22XI BACK-ROLLED. SEE SHERWIN WILLIAMS CONCRETE MASONRY UNITS FOR CONVENTIONAL BUILDINGS. NOTE: APPLICATIONS MAY UTILIZE 106 CORRIDOR PTD. GYP./ FRP A.C.T. @ 8'-0" A.F.F VINYL REFER TO A1.1 1, 4, 7, 9 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com 3RD COAT: PPG PERMA-CRETE HIGH BUILD ACRYLIC COATING, 4-22XI ELASTOMERIC SYSTEM DATA SHEET APPLICATION BRUSH, ROLLER OR AIRLESS SPRAYER; 107 MANAGER'S OFFICE PTD. GYP. A.C.T. @ 8'-0" A.F.F VINYL REFER TO A1.1 1, 4, 9 (12 MILS WET, 5.0 MILS PER DRY COAT) RECOMMENDATIONS FLAT FINISH - COLOR TO MATCH SW7513 SANDERLING TO 4'-0" A.F.F., SW7532 URBAN PUTTY FROM 4'-0" A.F.F. TO TOP OF HOWEVER, ALL COATS MUST BE (ACCEPTABLE TOLERANCE IS 9-10 PINHOLES PER SQ. FT. C.M.U. ON ALL SIDES BACK-ROLLED. SEE SHERWIN WILLIAMS 108 EMPLOYEE LOUNGE PTD. GYP. A.C.T. @ 8'-0" A.F.F VINYL REFER TO A1.1 1, 4, 9 1ST COAT: S-W LOXON ACRYLIC BLOCK SURFACER, LX01W0200 (50-100 SQ FT/ GAL @ 16 MILS WET; 8 MILS DRY) RED ACCENT STRIPE DATA SHEET APPLICATION 109 MEN PTD. GYP./C.M.U./ FRP A.C.T. @ 8'-0" A.F.F VINYL REFER TO A1.1 1, 4, 5, 9 2ND COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLIC COATING, CF11 SERIES (CONCRETE MASONRY UNITS) RECOMMENDATIONS 3RD COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLIC COATING, CF11 SERIES 110 WOMEN PTD. GYP./C.M.U./ FRP A.C.T. @ 8'-0" A.F.F VINYL REFER TO A1.1 1, 4, 5, 9 HIGH GLOSS FINISH - COLOR TO MATCH PC895 SAFETY RED ON FRONT, RIGHT, AND LEFT SIDE 2 COATS: PPG PSX ONE HIGH SOLIDS SINGLE COMPONENT POLYSILOXANE, PXONET4 SAFETY RED (16 MILS WET, 7.5 MILS PER DRY COAT) PTD. C.M.U. / PLYWOOD APPLY AS NEEDED FOR COMPLETE COVERAGE (NO CLEAR COAT NEEDED) (ACCEPTABLE TOLERANCE IS 9-10 PINHOLES PER SQ. FT.) 111 IT / ELECTRICAL (SEMI-GLOSS, WHITE) TO DECK EXP. STRUCTURE FACTORY PRIMED (GRAY) - POLISHED CONC. 9 LIGHTING POLE BASES LOADING DOCK GUARDRAILS AND HOLLOW METAL DOOR & RED ACCENT STRIPE (CONCRETE MASONRY UNITS) 112 PET WASH PTD. GYP./ FRP / AL. MESH ALUMINUM MESH SCREEN @ 10'-0" A.F.F. EPOXY EPOXY 9 GLOSS FINISH - COLOR TO BE PPG SAFETY YELLOW FRAMES HIGH GLOSS FINISH - COLOR TO MATCH SW4081 SAFETY RED FROM 10'-0" A.F.F. TO 10'-8" A.F.F., FRONT, LEFT, 113 JANITOR PTD. GYP. GYP. BD. CEILING PANELS @ 7'-6" A.F.F. VINYL REFER TO A1.1 1, 4, 7, 9 1ST COAT: PPG PERMA-CRETE BLOCK SURFACER, GLOSS FINISH - COLOR TO MATCH PPG1007-5 LAZY AND RIGHT SIDES 4-100XI (60-100 SQ FT/ GAL @ 16 MILS AFTERNOON 2 COATS: S-W ACROLON 100, B65R720 PART A SAFETY RED/ B65V720 PART B HARDENER 114 STORAGE PTD. GYP. REFER TO A3.0 VINYL REFER TO A1.1 1, 4, 7, 9 WET; 9 MILS DRY) 1ST COAT: PPG MULTIPRIME UNIVERAL METAL APPLY AS NEEDED FOR COMPLETE COVERAGE) 2ND COAT: PPG PERMA-CRETE HIGH BUILD PRIMER, 94-269 (5.0 - 7.0 MLS WET / APPLY TO EXTERIOR RED STRIPE ONLY ACRYLIC COATING, 4-22XI 3.0 -4.0 MLS DRY PER COAT) CLEAR COAT GLOSS FINISH - DIAMOND-CLAD WB FINISH REMARKS (NOTES): 3RD COAT: PPG PERMA-CRETE HIGH BUILD 2ND COAT: PPG INDUSTRIAL ENAMEL, 7-814 3 COMPONENT, LOW VOC WATERBASED ACRYLIC POLYURETHANE CLEAR COAT 1. CEILING TILE: 2' x 4' X 3/4" MINERAL BOARD, NON-DIRECTIONAL FISSURED, MEDIUM TEXTURE, FLAME RESISTANCE CLASS A, FLAME SPREAD CLASS I ACRYLIC COATING, 4-22XI 3RD COAT: PPG INDUSTRIAL ENAMEL, 7-814 DIAMOND-CLAD CLEAR COAT URETHANE GLOSS CLEAR PART A (B65T175) 2. VINYL PLANK: DELIVERED BY TSC; SUPPLIED, PURCHASED AND INSTALLED BY CONTRACTOR. REFER TO VENDOR #11 TERRITORY MAP FOR APPROPRIATE SELECTION. BEVELED EDGE VINYL (APPLY AS NEEDED FOR COMPLETE COVERAGE) (2.0 - 3.0 MILS DRY PER COAT) DIAMOND-CLAD CLEAR COAT URETHANE HARDNER PART B (B65V175) PLANK TO BE USED AT EXPOSED TRANSITION OF VINYL PLANK FLOORING TO CONCRETE. (NO TINTING REQUIRED- PACKAGE SAFETY YELLOW) (APPLY AS NEEDED FOR COMPLETE COVERAGE) DIAMOND-CLAD CLEAR COAT URETHANE CATALYST PART C (B65C175) NOTE: SEE ALTERNATE COLOR 3. RED ACCENT STRIPE @ 10'-3" FROM FINISH FLOOR TO BOTTOM OF STRIPE -1'-0" STRIPE SCHEDULE THIS SHEET FOR PPG 4. WALL COLOR TO BE (SW7036 ACCESSIBLE BEIGE). TRIM AND DOORS TO BE (SW1012 POWER GRAY). E.I.F.S. MIX COMPONENTS PER MANUFACTURERS SPECIFICATIONS COAT ACROLON WITHIN 48 HOURS 5. FRP WAINSCOT TO BE INSTALLED ON ALL NON-MASONRY WALLS 4'-0" A.F.F. COLOR: XA WHITE, FINISH: TEXTURED. RECOMMENDED SPREAD RATE (WET MILS: 2.4-4.8 AND DRY MILS: 1.0-2.0) PAINT SPECIFICATION. E.I.F.S. (ACCENT) DRYVIT, COLOR MATCH TO PXONET4 SAFETY RED 6. GRID STONE GYPSUM CEILING PANELS 1/2" X 2' X 4' 7. FRP WAINSCOT TO BE INSTALLED BEHIND AND ON ALL SIDES OF THE WATER COOLER ALCOVE TO 4'-0" A.F.F. COLOR: XA WHITE, FINISH: TEXTURED. INTERIOR FINISHES: RED STRIPE BY POP SOLUTIONS AROUND VESTIBULE BUMP OUT TO MATCH RED STRIPE SW 4081 SAFETY RED 06/03/2025 8. PREFABRICATED FITTING ROOM IS PURCHASED BY TSC AND INSTALL BY GC, REFER TO VENDOR #23 TERRITORY MAP FOR APPROPRIATE SELECTION. MASONRY (CONCRETE, SCORED, SMOOTH, HIGH/LOW DENSITY) 9. GENERAL CONTRACTOR RESPONSIBLE FOR ALL CONCRETE REPLACEMENT, TRENCH POUR BACKS AND FILLING/PATCHING BACK OF HOLES 3" OR LARGER AND IN-GROUND ELECTRICAL LIGHTING POLE BASES LOADING DOCK GUARDRAILS AND HOLLOW METAL DOOR & FRAMES BOXES NOT IN USE. SEMI-GLOSS FINISH - COLOR TO MATCH PPG1001-1 DELICATE WHITE NOTE: APPLICATIONS MAY UTILIZE BRUSH, GLOSS FINISH - COLOR TO BE SW4084 SAFETY YELLOW GLOSS FINISH - COLOR TO MATCH SW1012 POWER GREY 1ST COAT: PPG SPEEDHIDE BLOCK FILLER, 6-15XI 1ST COAT: S-W LOXON ACRYLIC BLOCK SURFACER, LX01W0200 (50-100 SQ 1ST COAT: S-W KEM KROMIK UNIVERSAL METAL PRIMER, B50Z SERIES Design and construction documents as (75-125 SQ. FT./GAL @ 16 MILS WET; 8 MILS DRY) ROLLER OR AIRLESS SPRAYER; HOWEVER, instruments of services are given in ALL COATS MUST BE BACK-ROLLED. SEE PPG FT/ GAL @ 16 MILS WET; 8 MILS DRY) (6.0 - 8.0 MLS WET / 3.0 -4.0 MLS DRY PER COAT) confidence and remain the property of Onyx 2ND COAT: PPG SPEEDHIDE PRO-EV LATEX SEMI-GLOSS, 12-510XI Creative. The use of this design and these DATA SHEET APPLICATION 2ND COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLIC COATING, CF11 2ND COAT: S-W INDUSTRIAL ENAMEL HS, B54Z400 SERIES construction documents for purposes other 3RD COAT: PPG SPEEDHIDE PRO-EV LATEX SEMI-GLOSS, 12-510XI SERIES 3RD COAT: S-W INDUSTRIAL ENAMEL HS, B54Z400 SERIES than the specific project named herein is (4 MILS WET, 1.3 MILS DRY PER COAT) RECOMMENDATIONS strictly prohibited without expressed written 3RD COAT: S-W CONFLEX XL SMOOTH HIGH BUILD ACRYLIC COATING, CF11 (2.0 - 4.0 MILS DRY PER COAT) consent of Onyx Creative. SERIES (APPLY AS NEEDED FOR COMPLETE COVERAGE) (APPLY AS NEEDED FOR COMPLETE COVERAGE) OUTER CORE AREAS WOOD (DOORS) PRODUCT IS PACKAGE SAFETY YELLOW; COLOR ACCEPTANCE DRYWALL (WALLS, GYPSUM BOARD, PLASTER BOARD, ETC.) SEMI-GLOSS FINISH - (COLOR TO MATCH PPG1007-5 SHOULD BE APPROVED BY TRACTOR SUPPLY. SEMI-GLOSS FINISH - (COLOR TO MATCH PPG1001-1 LAZY AFTERNOON) DELICATE WHITE) 1ST COAT: PPG SPEEDHIDE ZERO LATEX BOLLARDS 1ST COAT: PPG SPEEDHIDE ZERO LATEX PRIMER, PRIMER, 6-4900XI (4 MILS. WET, 1.3 MILS 6" SCHEDULE 40 CONCRETE FILLED PIPE BOLLARD WITH MCCUE POST COVER 6-4900XI (4 MILS WET, 1.3 MILS DRY PER DRY) CSPC-6-307 COAT) 2ND COAT: PPG SPEEDHIDE PRO-EV LATEX 2ND COAT: PPG SPEEDHIDE PRO-EV LATEX SEMI-GLOSS, 12-510XI STOREFRONT FRAMING CLEAR ANODIZED ALUMINUM SEMI-GLOSS, 12-510XI 3RD COAT: PPG SPEEDHIDE PRO-EV LATEX 3RD COAT: PPG SPEEDHIDE PRO-EV LATEX SEMI-GLOSS, 12-510XI (4 MILS WET, E.I.F.S. DRYVIT, # 113 AMARILLO WHITE, SANDPEBBLE TEXTURE SEMI-GLOSS, 12-510XI (4 MILS WET, 1.3 1.5 MILS DRY PER COAT) E.I.F.S. (ACCENT) DRYVIT, COLOR MATCH TO SW4081 SAFETY RED MILS DRY PER COAT) INNER CORE AREAS INTERIOR FINISHES: SEMI-GLOSS FINISH - (COLOR TO MATCH PPG1024-3 MASONRY (CONCRETE, SCORED, SMOOTH, HIGH/LOW DENSITY) NOTE: APPLICATIONS MAY UTILIZE BRUSH, CRUSHED SILK) SEMI-GLOSS FINISH - COLOR TO MATCH SW7005 PURE WHITE ROLLER OR AIRLESS SPRAYER; HOWEVER, 1ST COAT: PPG SPEEDHIDE ZERO LATEX PRIMER, 1ST COAT: S-W PREPRITE BLOCK FILLER B25W25 ALL COATS MUST BE BACK-ROLLED. SEE 6-4900XI (4 MILS WET, 1.3 MILS DRY PER (75-125 SQ. FT./GAL @ 16 MILS WET; 8 MILS DRY) SHERWIN WILLIAMS DATA SHEET APPLICATION COAT) 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES RECOMMENDATIONS 2ND COAT: PPG SPEEDHIDE PRO-EV LATEX 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES SEMI-GLOSS, 12-510XI (4 MILS WET, 1.3 MILS DRY PER COAT) 3RD COAT: PPG SPEEDHIDE PRO-EV LATEX SEMI-GLOSS, 12-510XI (4 MILS WET, 1.3 OUTER CORE AREAS WOOD (DOORS) MILS DRY PER COAT) DRYWALL (WALLS, GYPSUM BOARD, PLASTER BOARD, ETC.) SEMI-GLOSS FINISH - COLOR TO MATCH SW1012 POWER GREY SEMI-GLOSS FINISH - (COLOR TO MATCH SW7005 PURE WHITE.) 1ST COAT: S-W PREPRITE 200 ZERO VOC INTERIOR LATEX RED ACCENT STRIPE (IN RETAIL SALES AREA - 10'-3" TO BOTTOM OF STRIPE, 12" STRIPE) 1ST COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28W02600 PRIMER, B28W02600 SEMI-GLOSS FINISH - PPG SAFETY RED (4 MILS WET, 1.3 MILS DRY PER COAT) (4 MILS WET, 1.3 MILS DRY PER COAT) 1ST COAT: PPG SPEEDHIDE ZERO LATEX PRIMER, 6-4900XI 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX (4 MILS. WET, 1.3 MILS DRY) 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES SEMI-GLOSS, B31W04651 SERIES 2ND COAT: PPG ACCENT COLOR BASE LATEX SEMI-GLOSS, 25-250 (4 MILS WET, 1.3 MILS DRY PER COAT) 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX 3RD COAT: PPG ACCENT COLOR BASE LATEX SEMI-GLOSS, 25-250 SEMI-GLOSS, B31W04651 SERIES (4 MILS WET, 1.5 MILS DRY PER COAT) INNER CORE AREAS (4 MILS WET, 1.3 MILS DRY PER COAT) SEMI-GLOSS FINISH - (COLOR TO MATCH SW7036 ACCESSIBLE BEIGE.) EXPOSED DECK & JOISTS (PRE-PRIMED GREY) PREFERED OR AS APPROVED BY TSC 1ST COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28W02600 INTERIOR COLUMNS (METAL) EXTERIOR METAL AND INTERIOR WOOD DOORS: (4 MILS WET, 1.3 MILS DRY PER COAT) GLOSS FINISH - (COLOR TO MATCH PPG1007-5 LAZY AFTERNOON) (COLOR TO MATCH PPG1007-5, LAZY AFTERNOON) 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES 1ST COAT: PPG MULTIPRIME UNIVERSAL METAL 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES PRIMER, 94-269 (6.0 - 8.0 MILS WET / 3.0 - 4.0 MILS (4 MILS WET, 1.3 MILS DRY PER COAT) DRY PER COAT) 1ST COAT: FACTORY PRIMED RED ACCENT STRIPE (IN RETAIL SALES AREA - 10'-3" TO BOTTOM OF STRIPE, 12" STRIPE) 2ND COAT: SPEEDHIDE PRO-EV LATEX SEMI-GLOSS, REMAINING COATS: FACTORY FINISHED SEMI-GLOSS FINISH - SW 4081 SAFETY RED 12-510XI TOUCH-UP PAINT 1ST COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28W02600 3RD COAT: SPEEDHIDE PRO-EV LATEX SEMI-GLOSS, PROVIDED BY DH PACE (4 MILS. WET, 1.2 MILS DRY) EXPOSED CONDUIT IN RETAIL SALES AREA 12-510XI (4 MILS WET, 1.3 MILS DRY PER COAT) GC TO PAINT EXPOSED CONDUIT IN RETAIL SALES AREA TO 2ND COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31R02658 METAL DOOR FRAMES METAL DOOR FRAMES - OPTION 3RD COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31R02658 MATCH INTERIOR WALL FINISH GLOSS FINISH - (COLOR TO MATCH PPG1007-5 LAZY GLOSS FINISH - (COLOR TO MATCH PPG1007-5 LAZY EXPOSED DECK & JOISTS (PRE-PRIMED GREY) PREFERED OR AS APPROVED BY TSC AFTERNOON) AFTERNOON) 1ST COAT: FACTORY PRIMED 1ST COAT: FACTORY PRIMED INTERIOR COLUMNS (METAL) EXTERIOR METAL AND INTERIOR WOOD DOORS: 2ND COAT: PPG SPEEDHIDE PRO-EV LATEX 2ND COAT: PPG PITT-TECH PLUS DTM GLOSS, GLOSS FINISH - COLOR TO MATCH SW1012, POWER GREY (COLOR TO MATCH SW1012, POWER GREY) SEMI-GLOSS, 12-510XI 90-1310 1ST COAT: S-W KEM KROMIK UNIVERSAL METAL PRIMER, B50Z SERIES 3RD COAT: PPG SPEEDHIDE PRO-EV LATEX 3RD COAT: PPG PITT-TECH PLUS DTM GLOSS, (6.0 - 8.0 MILS WET / 3.0 - 4.0 MILS DRY PER COAT) 1ST COAT: FACTORY PRIMED SEMI-GLOSS, 12-510XI (4 MILS WET, 90-1310 (5 MILS WET, 2 MILS DRY PER 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES REMAINING COATS: FACTORY FINISHED 1.3 MILS DRY PER COAT) COAT) 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIESTOUCH-UP PAINT PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 (4 MILS WET, 1.3 MILS DRY PER COAT) PROVIDED BY DH PACE 1 METAL DOOR FRAMES METAL DOOR FRAMES - OPTION (HARDER FINISH AND BETTER COLOR/GLOSS RETENTION) GLOSS FINISH - COLOR TO MATCH SW1012, POWER GREY GLOSS FINISH - COLOR TO MATCH SW1012, POWER GREY Project No.: 25.0626 1ST COAT: FACTORY PRIMED 1ST COAT: FACTORY PRIMED Drawn By: MS 2ND COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES 2ND COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL B53W01051 SERIES 3RD COAT: S-W PROMAR 400 ZERO VOC INTERIOR LATEX SEMI-GLOSS, B31W04651 SERIES 3RD COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL B53W01051 SERIES Date Issue (4 MILS WET, 1.3 MILS DRY PER COAT) (4 MILS WET, 1.6 MILS DRY PER COAT) 05-09-25 BID/PERMIT VINYL PLANK FLOORING SWIFF-TRAIN COMPANY "EARTHWERKS" WOOD CLASSIC IN SENORA GWC 9812 06-02-25 1 REVISION 1 NORTH STAR FLOORING "SOMA" IN RUSSET VINYL BASE JOHNSONITE VINYL #40 BLACK. ALL INSIDE AND OUTSIDE CORNERS TO HAVE PRE-FORMED CORNER BASE. PLASTIC LAMINATE WILSONART 4857-60 SHADOW ZEPHYR AT EMPLOYEE LOUNGE COUNTERTOP PROVIDED BY TSC TOILET PARTITIONS GLOBAL INDUSTRIES PLASTIC LAMINATE FLOOR MOUNTED TOILET PARTITIONS TO BE FINISHED WITH WILSONART LAMINATE, 4857-60 SHADOW ZEPHYR OR EQUAL AS REQUIRED BY LOCAL CODE. LAY-IN CEILINGS & GRID (OFFICE CORE) ARMSTRONG DUNE 1776 2X4, WHITE, SQUARE LAYIN, OR EQUAL LAY-IN CEILINGS & GRID (VESTIBULE) GRID STONE GYPSUM CEILING PANELS 1/2" X 2' X 4' FRP WAINSCOT WAINSCOT TO 4' A.F.F. ON WALLS ADJACENT TO THE WATER FOUNTAIN AND ON NON-MASONRY WALLS IN RESTROOMS. FRP BY GLASTEEL, GLASLINER FRP,COLOR: XA WHITE, FINISH: TEXTURED. A0.1 FINISH SCHEDULES 1 PART 1 - GENERAL D. MACRO-SYNTHETIC FIBER ADDITION: ALL EXTERIOR SLAB ON GROUND SHALL CONTAIN THE SPECIFIED MACRO-SYNTHETIC FIBER 4. CONCRETE SHALL BE PLACED BEFORE INITIAL SET OCCURS, AND IN NO EVENT AFTER IT HAS CONTAINED ITS WATER CONTENT 2. CONTROL JOINTS: FORM WEAKENED-PLANE CONTROL JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED: 1.01 QUALITY ASSURANCE USED AT A RATE OF NO LESS THAN 3.0 LBS./CYD. ACTUAL FIBER DOSAGE MAY VARY BASED ON JOB-SITE CONDITIONS AND SHALL BE FOR MORE THAN 1Â½ HOURS. a. ALL SAW CUTTING SHALL BE ACCOMPLISHED WITH A â€œSOFF-CUTâ€ SAW, BY HUSQVARNA CONSTRUCTION PRODUCTS CALCULATED BY STRENGTH EQUIVALENCY TO CONVENTIONAL REINFORCEMENT REQUIREMENTS. REQUIRED INFORMATION MAY 5. UNLESS OTHERWISE SPECIFIED, ALL CONCRETE SHALL BE PLACED UPON CLEAN, DAMP, SMOOTH SURFACES THAT ARE FREE (800-288-5040), EQUIPPED WITH A PATENTED COLOR-CODED, DIAMOND BLADE AND SKID PLATE IN NEW CONDITION. A. READY-MIX CONCRETE SUPPLIER: A FIRM EXPERIENCED IN PRODUCING READY-MIXED CONCRETE THAT COMPLIES WITH ASTM C94 INCLUDE, BUT NOT BE LIMITED TO SITE PREP, SUBBASE, AND CONCRETE PROPERTIES, CURING, AND LOADING CONDITIONS. THE FROM RUNNING WATER. SUBGRADE AND BASE SHALL BE PROPERLY CONSOLIDATED AND RUT-FREE. CONCRETE SUBCONTRACTOR MUST HAVE DOCUMENTED SUCCESSFUL EXPERIENCE IN THE USE OF THIS METHOD PRIOR TO REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT. COMPLY WITH ACI 301, â€œSPECIFICATION FOR STRUCTURAL â€œENGINEER OF RECORDâ€ SHALL CONTACT EUCLID CHEMICAL TO DISCUSS ACTUAL PROJECT CONDITIONS AND THE RESULTANT 6. CONCRETE SHALL NOT BE PLACED UPON SOFT MUD OR DRY POROUS EARTH. THE CONCRETE SHALL BE CONSOLIDATED AND THIS PROJECT. USING A 1/8" THICK BLADE, CUT THE INTERIOR SLAB ON GROUND A MINIMUM OF 1" DEEP FOR 4" THICK SLABS CONCRETE.â€ REQUIRED FIBER DOSAGE RATE. FIBERS MAY BE ADDED AT PLANT LOCATION OR JOBSITE AND SHALL BE MIXED IN CONCRETE FOR A WORKED, IN AN APPROVED MANNER, INTO ALL CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT AND AND 1Â¼" FOR 5" THICK SLABS. WHITE CHALK LINES AND CONCRETE DUST SHALL BE REMOVED COMPLETELY AND IMMEDIATELY 1. MANUFACTURER CERTIFIED ACCORDING TO NRMCA'S â€œCERTIFICATION OF READY-MIXED CONCRETE PRODUCTION FACILITIES.â€ MINIMUM OF 4 MINUTES. EMBEDDED FIXTURES IN SUCH A MANNER AS TO PREVENT SEGREGATION OF THE COARSE AGGREGATE AS REQUIRED IN ACI 301. AFTER CUTTING OPERATION. CERTIFICATION SHALL NOT BE MORE THAN TWELVE MONTHS OLD. EUCLID CONTACT: MIKE MAHONEY: 216-692-8301 b. RANDOM DEPTH CHECKS SHALL BE PERFORMED BY AN INDEPENDENT TESTING COMPANY TO CONFIRM THAT THE SPECIFIED B. CONCRETE CONTRACTOR QUALIFICATION: CONCRETE CONTRACTOR SHALL INCLUDE IN THEIR BID PACKAGE TO THE GENERAL G. DURING CONCRETE PLACEMENT, CAREFULLY PROTECT ALL MASONRY AND METAL BUILDING WALLS BY COVERING WITH CONTRACTOR, A MINIMUM OF THREE SIMILAR AND SUCCESSFUL PROJECTS THAT CLEARLY INDICATES THE ABILITY TO E. ADJUSTMENT TO CONCRETE MIXES: MIX ADJUSTMENTS MAY BE REQUESTED BY THE GENERAL CONTRACTOR WHEN WATERPROOF PAPER. DEPTH OF CUT IS MADE. ANY CUT(S) FOUND TO BE LESS THAN PROPER DEPTH SHALL BE RE-CUT TO THE PROPER DEPTH AND SUCCESSFULLY PERFORM THE WORK AND TO ACHIEVE THE INTERIOR SLAB ON GROUND TOLERANCES REQUIRED IN THIS CHARACTERISTICS OF MATERIALS, JOB CONDITIONS, WEATHER, TEST RESULTS OR OTHER CIRCUMSTANCES WARRANT; AT NO FILLED WITH SPECIFIED JOINT FILLER AT THE GENERAL CONTRACTOR'S EXPENSE. H. WATER MAY BE ADDED IN ACCORDANCE WITH ASTM C94. WATER SHALL ONLY BE ADDED AT THE JOB SITE UNDER THE DIRECT SPECIFICATION. THE CONCRETE CONTRACTOR'S TEAM SHALL HAVE PARTICIPATED IN THE MAJORITY OF THE REFERENCED ADDITIONAL COST TO THE OWNER AND AS ACCEPTED BY THE OWNER. LABORATORY TEST DATA FOR REVISED MIX AND STRENGTH 3. ISOLATION JOINTS: INSTALL JOINT-FILLER STRIPS AT JUNCTIONS WITH SLABS-ON-GRADE AND VERTICAL SURFACES, SUCH AS SUPERVISION OF A REPRESENTATIVE FROM THE TESTING AGENCY. DO NOT ADD MORE WATER THAN IS INDICATED AS ALLOWABLE PROJECTS, AND THAT TEAM SHALL REMAIN THE SAME THROUGHOUT THE DURATION OF THIS PROJECT. CONCRETE CONTRACTOR'S RESULTS MUST BE SUBMITTED TO AND ACCEPTED BY THE OWNER PRIOR TO WORK. TESTING AGENCY AND CONCRETE COLUMN PEDESTALS, FOUNDATION WALLS, GRADE BEAMS, AND OTHER LOCATIONS, AS INDICATED. ON THE BATCH TICKET. WATER ADDED AT THE JOB SITE SHALL BE DOCUMENTED ON THE BATCH TICKET. QUALIFICATION SHALL BE SUBMITTED AS PART OF THE BID PACKAGE. THE OWNER HAS RIGHTS TO REJECT THE CONCRETE CONTRACTOR SHALL VERIFY THAT THE CONCRETE MIX DESIGN WILL PRODUCE CONCRETE THAT WILL MEET THE SPECIFICATIONS a. EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT, TERMINATING FLUSH WITH FINISHED CONCRETE SURFACE, UNLESS CONTRACTOR. FOR THIS PROJECT. IN ADDITION, THE GENERAL CONTRACTOR AND CONCRETE CONTRACTOR SHALL VERIFY THAT THE WORKABILITY, FINISHABILITY AND SETTING TIMES ARE APPROPRIATE FOR CONCRETE INSTALLATIONS. PLACEMENT SHALL BE MADE OTHERWISE INDICATED. 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com C. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY, QUALIFIED ACCORDING TO ASTM C1077 AND ASTM E329 FOR TESTING 3.03 FORMED SURFACE FINISHES INDICATED, AS DOCUMENTED ACCORDING TO ASTM E548. BY CONCRETE TRUCK CHUTE. IF CONCRETE PUMPING IS REQUIRED, THE PROPORTIONS ESTABLISHED ABOVE SHALL NOT BE 1. PERSONNEL CONDUCTING FIELD TESTS SHALL BE QUALIFIED AS ACI CONCRETE FIELD-TESTING TECHNICIAN, GRADE 1, ALTERED TO SUIT THE CAPABILITIES OF THE PUMPING EQUIPMENT. FOR CONCRETE CONTAINING MACRO-SYNTHETIC FIBERS, 3.06 INTERIOR SLAB ON GROUND PROTECTION AND CURING ADDITIONAL WATER REDUCER MAY BE NECESSARY. THE ADDITION OF WATER IS NOT PERMITTED INTO CONCRETE MIXTURE AFTER A. ROUGH-FORMED FINISH: AS-CAST CONCRETE TEXTURE IMPARTED BY FORM-FACING MATERIAL WITH TIE HOLES AND DEFECTIVE ACCORDING TO ACI CP-01 OR AN EQUIVALENT CERTIFICATION PROGRAM. THE ADDITION OF MACRO-SYNTHETIC FIBERS. AREAS REPAIRED AND PATCHED, AND FINS AND OTHER PROJECTIONS EXCEEDING Â¼" IN HEIGHT SHALL BE RUBBED DOWN OR 2. PERSONNEL PERFORMING LABORATORY TESTS SHALL BE ACI-CERTIFIED CONCRETE STRENGTH TESTING TECHNICIAN AND CHIPPED OFF. A. PROTECTION: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. CONCRETE LABORATORY TESTING TECHNICIAN - GRADE I. TESTING AGENCY LABORATORY SUPERVISOR SHALL BE AN F. INTERIOR SLAB ON GROUND CONCRETE: CONCRETE SHALL BE DESIGNED TO MEET 4000 PSI COMPRESSIVE STRENGTH @ 28 DAYS ACI-CERTIFIED CONCRETE LABORATORY TESTING TECHNICIAN - GRADE II. 1. APPLY TO CONCRETE SURFACES NOT EXPOSED TO PUBLIC VIEW. COMPLY WITH ACI 305 FOR HOT-WEATHER PROTECTION AND ACI 306 FOR COLD-WEATHER PROTECTION DURING PLACING AND AND EXHIBIT <0.04% SHRINKAGE @ 28 DAYS. THE MIX SHALL CONTAIN APPROXIMATELY 12 CUBIC FEET OF 1" TOP SIZE AGGREGATE CURING. FOR CONCRETE PLACEMENT DURING HOT, DRY, AND WINDY CONDITIONS, GENERAL CONTRACTOR SHALL USE THE D. TRAINED APPLICATOR: GENERAL CONTRACTORS BIDDING OR NEGOTIATING A TRACTOR SUPPLY PROJECT SHALL CONTACT EUCLID (#57 STONE), THE SPECIFIED WATER REDUCING ADMIXTURE, AND ACHIEVE A W/CM RATIO OF 0.53 (MAX.). AIR-ENTRAINMENT IS B. SMOOTH-FORMED FINISH: AS-CAST CONCRETE TEXTURE IMPARTED BY FORM-FACING MATERIAL, ARRANGED IN AN ORDERLY AND SPECIFIED EVAPORATION RETARDER AS PER MANUFACTURER INSTRUCTIONS TO MAINTAIN A MOIST CONDITION AND TO MINIMIZE CHEMICAL TO OBTAIN A LIST OF TRAINED APPLICATORS LOCATED WITHIN THE GEOGRAPHIC REGION OF THE PROJECT. GENERAL PROHIBITED. PROPOSED MIX DESIGN SHALL BE SIMILAR TO THE FOLLOWING: SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR AND PATCH TIE HOLES AND DEFECTIVE AREAS. COMPLETELY REMOVE PLASTIC DRYING SHRINKAGE CRACKING. CONTRACTORS SHALL SOLICIT AND ACCEPT PRICING ONLY FROM THOSE APPLICATORS AS PROVIDED BY EUCLID CHEMICAL. THE INTERIOR SLAB ON GROUND PROTOTYPE MIX: FINS AND OTHER PROJECTIONS. ALL EXPOSED CONCRETE WALLS ARE TO BE GROUTED AND HAND RUBBED. TRAINED APPLICATOR SELECTED FOR THE INITIAL APPLICATION OF JOINT FILLER AND LIQUID DENSIFIER/SEALER SHALL BE THE SAME B. INTERIOR SLAB ON GROUND CONCRETE CURING: THE INTERIOR SLAB ON GROUND SHALL BE CURED USING THE SPECIFIED MATERIALS PROTOTYPE MIX 1. APPLY TO CONCRETE SURFACES EXPOSED TO PUBLIC VIEW OR TO BE COVERED WITH A COATING OR COVERING MATERIAL DISSIPATING LIQUID MEMBRANE-FORMING CURING COMPOUND. ALL APPLICATIONS SHALL BE MADE BY A TRAINED APPLICATOR AS FOR THE POLISHING PROCESS AND ADDITIONAL APPLICATION OF LIQUID DENSIFIER/SEALER. APPLIED DIRECTLY TO CONCRETE, SUCH AS WATERPROOFING, DAMP-PROOFING, VENEER PLASTER, OR PAINTING. 1. PHILIP BRANDT: EUCLID CHEMICAL - 877-438-3826 / PBRANDT@EUCLIDCHEMICAL.COM CEMENT 517-564LBS. IMMEDIATELY FOLLOWING FINAL FINISH. THE CONCRETE AND AIR TEMPERATURE SHALL BE ABOVE 50ÂºF. SURFACE SHALL BE DAMP, E. CONCRETE SLAB ON GROUND PRE-INSTALLATION CONFERENCE (TRACTOR SUPPLY REQUIREMENT): AT LEAST 30 DAYS PRIOR TO FLY ASH/SLAG PROHIBITED 2. DO NOT APPLY RUBBED FINISH TO SMOOTH-FORMED FINISH. BUT NOT WET AND CAN NO LONGER BE MARRED BY WALKING WORKMEN. APPLY â€œKUREZ DR VOXâ€ OR â€œKUREZ DR 100â€ AT AN THE START OF CONCRETE SLAB CONSTRUCTION, THE GENERAL CONTRACTOR SHALL CONDUCT A MEETING TO REVIEW THE 3. APPLY SMOOTH-RUBBED FINISH, DEFINED IN ACI 301, TO SMOOTH-FORMED FINISHED CONCRETE. APPLICATION RATE OF 400 SF/GALLON. COARSE AGGREGATE 12 CUBIC FEET +/- .50 (#57 STONE) PROPOSED CONCRETE MIX DESIGNS AND TO DISCUSS THE REQUIRED METHODS AND PROCEDURES TO ACHIEVE THE C. RELATED UNFORMED SURFACES: AT TOPS OF WALLS, HORIZONTAL OFFSETS, AND SIMILAR UNFORMED SURFACES ADJACENT TO C. INTERIOR SLAB ON GROUND PROTECTION: TAKE THE FOLLOWING MEASURES TO PROTECT THE INTERIOR SLAB ON GROUND: REQUIREMENTS OF THIS SPECIFICATION. THE GENERAL CONTRACTOR SHALL SEND A PRE-CONCRETE CONFERENCE AGENDA TO ALL FINE AGGREGATE 7 CUBIC FEET +/- (ADJUST AS NECESSARY) FORMED SURFACES, STRIKE OFF SMOOTH AND FINISH WITH A TEXTURE MATCHING ADJACENT FORMED SURFACES. CONTINUE FINAL 1. WRAP OR DIAPER ALL MOTORIZED AND HYDRAULIC EQUIPMENT TO PREVENT FLUID LEAKS ATTENDEES 10 DAYS PRIOR TO THE SCHEDULED DATE OF THE CONFERENCE. WATER CONTENT 274 - 298 LBS. SURFACE TREATMENT OF FORMED SURFACES UNIFORMLY ACROSS ADJACENT UNFORMED SURFACES, UNLESS OTHERWISE 1. THE GENERAL CONTRACTOR SHALL REQUIRE RESPONSIBLE REPRESENTATIVES OF EVERY PARTY CONCERNED WITH THE 2. PROVIDE NON-MARKING TIRES ON RUBBER-TIRED VEHICLES OR EQUIP RUBBER TIRES WITH TIRE BOOTS MADE OF NYLON FABRIC AIR CONTENT 3.0% (MAX.) INDICATED. CONCRETE WORK TO ATTEND THE CONFERENCE, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 3. PROVIDE MATS AT ALL ENTRANCES TO PREVENT MUD STAINS a. GENERAL CONTRACTOR: PROJECT MANAGER AND SUPERINTENDENT (ENTRAPPED AIR ONLY) D. EXTERIOR SLAB ON GROUND CONCRETE CURING: ALL EXTERIOR SLAB ON GROUND SHALL BE CURED USING THE SPECIFIED LIQUID b. READY-MIX CONCRETE PRODUCER: QUALITY CONTROL MANAGER WATER REDUCER (TYPE A/F) 3OZ.-10 OZ. / 100WT +/- (MID-RANGE) 3.04 CONCRETE FINISHES AND TOLERANCES MEMBRANE-FORMING CURING COMPOUND. APPLICATION SHALL BE MADE BY A TRAINED APPLICATOR IMMEDIATELY FOLLOWING c. CONCRETE CONTRACTOR: FOREMAN W/CM RATIO 0.53 (MAX.) FINAL FINISH. CONCRETE AND AIR TEMPERATURE SHALL BE ABOVE 50ÂºF. SURFACE SHALL BE CLEAN AND DAMP, BUT NOT WET AND d. TESTING AGENCY: PROJECT MANAGER AND FIELD REP FOR CONCRETE MIXES, QUALITY CONTROL, FLOOR TOLERANCE CAN NO LONGER BE MARRED BY WALKING WORKMEN. APPLY â€œSUPER DIAMOND CLEAR" OR "SUPER DIAMOND CLEAR VOXâ€ AT AN INITIAL SLUMP (WATER) 3" A. GENERAL: UNLESS OTHERWISE NOTED BY OWNER, INTERIOR SLAB ON GROUND SHALL BE CAST IN ONE CONTINUOUS PLACEMENT. TESTING, ETC. APPLICATION RATE OF 400 SF/GALLON. CONCRETE SHALL BE PLACED, SCREEDED, RE-STRAIGHTENED, AND FINISHED TO MEET THE SPECIFIED F/F AND F/L TOLERANCE 06/03/2025 e. OWNER REPRESENTATIVE: IF REQUIRED FINAL SLUMP 5.5" (MAX.) REQUIREMENTS. INTERIOR SLAB ON GROUND MACHINE TROWEL FINISH SHALL BE ACHIEVED WITHIN A 2" TOLERANCE OF ALL WALLS, f. TRAINED APPLICATOR: LIQUID DENSIFIER SEALER AND JOINT FILLING APPLICATOR (WITH WATER REDUCER) COLUMNS, AND PARTITIONS. DO NOT WET CONCRETE SURFACES WHILE FINISHING CONCRETE. g. PHIL BRANDT: EUCLID CHEMICAL (877-438-3826) PBRANDT@EUCLIDCHEMICAL.COM 3.07 INTERIOR CONCRETE JOINT FILLER 2. MINUTES OF THE MEETING SHALL BE RECORDED, TYPED, AND PRINTED BY THE GENERAL CONTRACTOR AND DISTRIBUTED TO MAXIMUM SHRINKAGE < 0.04% @ 28 DAYS 1. LASER SCREEDS (REQUIRED), VIBRATORY SCREEDS, HIGHWAY STRAIGHTEDGES AND WOOD OR RESINOUS BULL FLOATS SHALL ALL CONCERNED PARTIES, INCLUDING THE ARCHITECT, STRUCTURAL ENGINEER, AND TRACTOR SUPPLY PROJECT MANAGER, BE USED TO INITIATE SCREEDING AND FLOATING PROCESS TO FORM A UNIFORM AND OPEN-TEXTURED SURFACE PLANE BEFORE Design and construction documents as WITHIN THREE DAYS OF THE MEETING. EXCESS MOISTURE OR BLEED WATER APPEARS ON THE SURFACE. A BACK-UP LASER SCREED IS REQUIRED DURING CONCRETE A. GENERAL: DO NOT COMMENCE INSTALLATION OF SEMI-RIGID POLYUREA JOINT FILLER, LIQUID DENSIFIER / SEALER AND POLISHING instruments of services are given in G. EXTERIOR SLAB ON GROUND CONCRETE: CONCRETE SHALL BE DESIGNED TO MEET 4000 PSI COMPRESSIVE STRENGTH @ 28 DAYS PROCESSES UNTIL THE BUILDING IS COMPLETELY ENCLOSED, PERMANENT POWER AND LIGHTING IS OPERATING, AND THE BUILDING confidence and remain the property of Onyx 3. THE MINUTES SHALL INCLUDE A STATEMENT BY THE READY-MIX CONCRETE SUPPLIER STATING THAT THE PROPOSED CONCRETE AND EXHIBIT <0.04% SHRINKAGE @ 28 DAYS. THE MIX SHALL CONTAIN APPROXIMATELY 12 CUBIC FEET OF 1" TOP SIZE AGGREGATE PLACEMENT OF THE INTERIOR SLAB ON GROUND. REMOVE EXCESS WATER BEFORE STARTING FLOATING OPERATIONS. DO NOT Creative. The use of this design and these FURTHER DISTURB SURFACES BEFORE STARTING FINISHING OPERATIONS. IS THERMOSTATICALLY CONTROLLED. INSTALLATION OF THESE MATERIALS SHALL COMMENCE APPROXIMATELY TWO WEEKS PRIOR construction documents for purposes other MIX DESIGNS WILL PRODUCE THE CONCRETE QUALITY REQUIRED BY THESE SPECIFICATIONS. (#57 STONE), THE SPECIFIED WATER REDUCING ADMIXTURE AND ACHIEVE A W/CM RATIO OF 0.45 (MAX.). AIR-ENTRAINMENT SHALL BE TO â€œFIXTURE DATE.â€ than the specific project named herein is 4. THE MINUTES SHALL INCLUDE A STATEMENT BY THE CONCRETE CONTRACTOR THAT THE PROPOSED CONCRETE MIX DESIGNS AS SPECIFIED. PROPOSED MIX DESIGN SHALL BE SIMILAR TO THE FOLLOWING: 2. HIGHWAY STRAIGHTEDGE OPERATIONS SHALL CONTINUE BEFORE, DURING, AND AFTER TROWELING OPERATION, UNTIL THE strictly prohibited without expressed written WILL PROVIDE APPROPRIATE WORKABILITY AND SETTING TIMES, TO ENSURE THAT THE CONCRETE CONTRACTOR CAN ACHIEVE B. JOINT FILLER INSTALLATION: COMPLY WITH ACI 302 AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS. co nse nt of O ny x Cr eat i ve. MINIMUM SPECIFIED FLOOR TOLERANCES ARE ACHIEVED. EXTERIOR SLAB ON GROUND PROTOTYPE MIX: THE REQUIREMENTS OF THIS SPECIFICATION. 1. SURFACE CLEANING OF JOINTS: CLEAN JOINTS IMMEDIATELY BEFORE INSTALLING JOINT FILLER. REMOVE FOREIGN MATERIAL 3. TROWEL FINISH (INTERIOR SLAB ON GROUND): TROWEL SURFACES WITH TROWEL MACHINES EQUIPPED WITH ADJUSTABLE MATERIALS PROTOTYPE MIX BLADES. TROWEL THE SURFACE SUFFICIENTLY TO PRODUCE A SMOOTH, TIGHT, ABRASION RESISTANT SURFACE. CARE SHALL BE THAT COULD INTERFERE WITH ADHESION OF JOINT FILLER BY BRUSHING, GRINDING, BLAST CLEANING, MECHANICAL ABRADING, PART 2 - PRODUCTS CEMENT 517-564 LBS. OR A COMBINATION OF THESE METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING OPTIMUM BOND TAKEN NOT TO OVERWORK OR BURN THE SURFACE. USE 6" WIDE FINISH STYLE STEEL-REINFORCED BLADES ON FINAL PASSES. FLY ASH/SLAG PROHIBITED EXCEPT IN AREAS SUBJECT TO FINISHING BLADES SHALL BE IN NEW CONDITION AND COMPLETELY CLEAN OF ANY DELETERIOUS MATERIALS. WITH JOINT FILLER. REMOVE LOOSE PARTICLES REMAINING FROM ABOVE CLEANING OPERATIONS BY VACUUMING OR BLOWING 2.01 MATERIALS ALKALI SILICA REACTIVITY (UP TO 20% BY OUT JOINTS WITH OIL-FREE COMPRESSED AIR. ALSO REMOVE ALL LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE 4. TROWEL FINISH (OTHER FLOOR AREAS): APPLY A HARD TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB WEIGHT EXCHANGE) SURFACE. CLEAN NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SURFACES EXPOSED TO VIEW OR TO BE COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC, OR QUARRY TILE SET OVER A A. CONCRETE MATERIALS: SUBSTRATES, OR LEAVE RESIDUES COULD INTERFERE WITH ADHESION OF JOINT SEALANTS. ALL SURFACES TO BE FILLED SHALL COARSE AGGREGATE 12 CUBIC FEET +/- .50 (#57 STONE) CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN FILM-FINISH COATING SYSTEM. 1. PORTLAND CEMENT: ASTM C150/C150M, TYPE I/II, OR ASTM C-595, TYPE IL (PORTLAND LIMESTONE CEMENT). USE ONE BRAND OF BE CLEAN AND DRY. CEMENT THROUGHOUT THE PROJECT. FINE AGGREGATE 7 CUBIC FEET +/- (ADJUST AS NECESSARY) 5. HEAVY BROOM FINISH: SIDE YARD, MAIN ENTRY AND EXIT VESTIBULES, CART STORAGE, RAMPS, APRONS, AND WALKS SHALL 2. MIXING: JOINT FILLER IS A TWO-PART PRODUCT REQUIRING MACHINE MIXING AND PLACING. PREMIX PART â€œBâ€ SEPARATELY 2. COARSE AND FINE AGGREGATES: ASTM C 33. COMBINED AGGREGATE GRADATION FOR SLABS ON GRADE AND OTHER WATER CONTENT 232 - 253 LBS. (OR LESS) RECEIVE A HEAVY BROOM FINISH. BEFORE USING. FOLLOW PUMP MANUFACTURER'S EQUIPMENT INSTRUCTIONS. DESIGNATED CONCRETE SHALL BE 8% - 18% FOR LARGE TOP SIZE AGGREGATES (1Â½") OR 8% - 22% FOR SMALLER TOP SIZE AIR CONTENT (ENTRAINED AIR) 6.0% (MAX.) 6. PROTECTION: CARE SHALL BE TAKEN TO PROTECT NEWLY PLACED CONCRETE. ENTRANCES SHALL INCLUDE CLEAN FLOOR MATS 3. PLACEMENT: FOR PROPER LOAD TRANSFER, JOINTS MUST BE FILLED FULL DEPTH, BUT IN NO CASE SHALL THE JOINT FILLER BE AGGREGATES (1" OR Â¾") RETAINED ON EACH SIEVE BELOW THE TOP SIZE AND ABOVE THE NO. 100 SIEVE. TO PREVENT MUD STAINS AND ALL EQUIPMENT ON THE FLOOR SHALL BE DIAPERED TO PREVENT SPILLS. CUTTING OILS ARE NOT a. FOOTINGS AND PIERS: UNLESS INDICATED OTHERWISE ON DRAWINGS, FOOTINGS AND PIERS SHALL HAVE A MAXIMUM WATER REDUCER (TYPE A/F) 3OZ.-10OZ. / 100WT +/- (MID-RANGE) ANY LESS THAN 1" DEEP IN THE JOINT. NO BACKER ROD IS ALLOWED. JOINTS SHALL BE OVERFILLED AND SHAVED LEVEL WITH ALLOWED ON THE INTERIOR SLAB ON GROUND AT ANY TIME DURING THE CONSTRUCTION PROCESS. THE SURFACE, GIVING THE FLOOR JOINTS A FLAT, SMOOTH APPEARANCE. AGGREGATE SIZE OF 1" (#57 STONE), AND BEAMS Â¾" (#67 STONE). W/CM 0.45 (MAX.) b. INTERIOR SLAB ON GROUND: UNLESS INDICATED OTHERWISE ON DRAWINGS, INTERIOR SLAB ON GROUND SHALL HAVE A 4. JOINT FILLER SEPARATION: THE APPROVED JOINT FILLING APPLICATOR SHALL INCLUDE IN THEIR BID A COST PER LINEAR FOOT INITIAL SLUMP (WATER) 3" MAXIMUM COARSE AGGREGATE SIZE OF 1" (#57 STONE). B. PET WASH AREA: TO MAKE ONE RETURN TRIP TO REFILL JOINTS IF JOINT FILLER SIDEWALL SEPARATION OR SPLITTING EXCEEDS 1/16", OR IF c. EXTERIOR SLAB ON GROUND: UNLESS INDICATED OTHERWISE ON DRAWINGS, EXTERIOR SLAB ON GROUND SHALL HAVE A FINAL SLUMP 5.5" (MAX.) 1. CONCRETE FINISH AND CURING: DO NOT BROOM FINISH THIS AREA. PLACE AND FINISH CONCRETE AS SPECIFIED IN PARAGRAPH SURFACE PROFILE IS CONCAVE, CHATTERED OR IF VOIDS OCCUR. THIS SHALL TAKE PLACE ONE WEEK PRIOR TO GRAND MAXIMUM COARSE AGGREGATE SIZE OF 1" (#57 STONE). (WITH WATER REDUCER) A, â€œGENERAL FINISHES,â€ SECTION 3.04, â€œCONCRETE FINISHES AND TOLERANCES.â€ AFTER FINAL TROWELING, CURE USING â€œKUREZ OPENING, OR AT OWNER'S REQUEST. 3. WATER: COMPLYING WITH ASTM C94. MACRO SYNTHETIC FIBER 3 LBS / CUBIC YARD (MIN.) DR VOXâ€ OR â€œKUREZ DR 100â€ AT AN APPLICATION RATE OF 400SF/GALLON. 4. AIR-ENTRAINING ADMIXTURE (INTERIOR SLAB ON GROUND): AIR-ENTRAINING ADMIXTURE SHALL NOT BE USED FOR INTERIOR (TUF-STRAND SF) 2. JOINT FILLING: FILL ALL CONTROL JOINTS AS SPECIFIED IN PARAGRAPH B, SECTION 3.07, â€œINTERIOR SLAB ON GROUND JOINT 3.08 LIQUID DENSIFIER / SEALER AND POLISHING PROCESS SLAB ON GROUND CONCRETE WORK. FILLER.â€ 5. AIR-ENTRAINING ADMIXTURE (EXTERIOR SLAB ON GROUND CONCRETE): ASTM C-260. ADMIXTURE MANUFACTURER SHALL MAXIMUM SHRINKAGE < 0.04% @ 28 DAYS PROVIDE WRITTEN CERTIFICATION THAT THE AIR-ENTRAINING ADMIXTURE IS COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 3. SURFACE PREPARATION: EPOXY FLOOR COATING SYSTEM IS DESIGNED FOR APPLICATION ON CONCRETE SUBSTRATES. NEWLY A. MOCK-UP TEST SLAB: THE FOLLOWING PROCESS IS PROVIDED AS A GUIDE. MANY FACTORS, INCLUDING, BUT NOT LIMITED TO ALL EXTERIOR SLAB ON GROUND SHALL BE AIR-ENTRAINED (4% - 6%). ACCEPTABLE PRODUCTS: EUCLID CHEMICAL AEA-92 OR PLACED CONCRETE SURFACES SHOULD BE CURED FOR A MINIMUM OF 28 DAYS PRIOR TO COATING. CONCRETE SURFACES MUST INTERIOR FLOOR SLAB FINISH, HARDNESS AND FLATNESS WILL DETERMINE THE INITIAL RESIN BOND DIAMOND TOOLING, INCLUDING PART 3 - EXECUTION BE STRUCTURALLY SOUND, FREE OF LOOSE OR DETERIORATED CONCRETE AND FREE OF DUST, DIRT, PAINT, EFFLORESCENCE, AIR40; MASTER BUILDERS SOLUTIONS MICRO AIR; GRACE CONSTRUCTION PRODUCTS DARAVAIR OR DAREX. ADDITIONAL GRINDING AND/OR POLISHING OPERATIONS REQUIRED TO MEET THE REQUIREMENTS SPECIFIED HEREIN. TRAINED 6. WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A CONTAINING NOT MORE THAN 0.05% CHLORIDE IONS. ACCEPTABLE OIL, AND OTHER CONTAMINANTS. MECHANICALLY ABRADE THE SURFACE TO ACHIEVE A SURFACE PROFILE EQUAL TO CSP 2-3 IN APPLICATOR SHALL PROVIDE A MOCK-UP TEST SLAB, INCLUDING APPLICATION OF LIQUID DENSIFIER/SEALER TO A DESIGNATED PRODUCTS: EUCLID CHEMICAL EUCON SERIES; MASTER BUILDERS SOLUTIONS POZZOLITH SERIES; GRACE CONSTRUCTION 3.01 INSTALLATION (GENERAL) ACCORDANCE WITH ICRI GUIDELINE 310.2. PROPERLY CLEAN PROFILED AREA. THE PH OF THE SURFACE SHOULD BE CHECKED AREA OF THE INTERIOR SLAB ON GROUND (BACK OF BUILDING), USING THE SAME EQUIPMENT, RESIN BOND DIAMOND TOOLING, AND PRODUCTS WRDA OR DARACEM SERIES. ACCORDING TO ASTM D 4262. FOLLOWING SURFACE PREPARATION, THE CLEANED SURFACE SHOULD HAVE A MINIMUM METHODS AS WILL BE USED TO POLISH THE INTERIOR SLAB ON GROUND. INTERIOR SLAB ON GROUND FLOOR POLISHING AND 7. WATER-REDUCING, RETARDING ADMIXTURE: ASTM C494, TYPE D CONTAINING NOT MORE THAN 0.05% CHLORIDE IONS. SURFACE-TENSILE STRENGTH OF 200 PSI WHEN TESTED WITH AN ELCOMETER OR SIMILAR PULL TESTER (ASTM D 4541). APPLICATION OF LIQUID DENSIFIER/SEALER SHALL NOT COMMENCE UNTIL OWNER HAS ACCEPTED THE MOCK-UP TEST. A. BASE MATERIAL: LOCAL STATE DEPARTMENT OF TRANSPORTATION APPROVED ROAD BASE MATERIAL WITH 100 PERCENT PASSING ACCEPTABLE PRODUCTS: EUCLID CHEMICAL RETARDER 75; MASTER BUILDERS SOLUTIONS POZZOLITH SERIES OR DELVO; GRACE 4. PRODUCTS: THE 1.5" (38 MM) SIEVE, 15 PERCENT TO 55 PERCENT PASSING THE NO. 4 (4.75 MM) SIEVE, AND LESS THAN 12 PERCENT PASSING THE 1. VERIFY PRESENCE OF CURING AND SEALING COMPOUND BY APPLYING WATER TEST TO THE SURFACE OF SLAB. CONSTRUCTION PRODUCTS DARATARD 17. NO. 200 SIEVE). INSTALL â€œCRUSHER RUNâ€ BASE TYPE MATERIAL TO THE MINIMUM COMPACTED THICKNESS AS INDICATED ON THE a. INITIAL COAT: â€œINCRETE HIGH PERFORMANCE EPOXYâ€ 1-GALLON KIT (GRAY COLOR) BY EUCLID CHEMICAL. a. IF WATER BEADS, CURING AND SEALING COMPOUNDS ARE PRESENT AND MUST BE REMOVED FROM THE SLAB. COMPLETELY 8. HIGH RANGE WATER-REDUCING ADMIXTURE (SUPERPLASTICIZER): ASTM C494, TYPE F OR G CONTAINING NOT MORE THAN 0.05% CONSTRUCTION DOCUMENTS. CRUSHED STONE SHALL BE COMPACTED TO 98% MODIFIED PROCTOR DENSITY IN ACCORDANCE WITH b. PIGMENTED CHIPS: â€œINCRETE GRANITE COAT CHIPSâ€ (MICA COLOR) BY EUCLID CHEMICAL. REMOVE THE REMNANTS OF THE DISSIPATING OR REMOVABLE CURING COMPOUND FROM THE FLOOR SURFACE. THE CHLORIDE IONS. ACCEPTABLE PRODUCTS: EUCLID CHEMICAL EUCON 37; MASTER BUILDERS SOLUTIONS RHEOBUILD 1000; GRACE CONSTRUCTION PRODUCTS DARACEM-100. ASTM D1557. THE IN-PLACE DENSITY SHALL BE TESTED FOR COMPLIANCE NO MORE THAN 48 HOURS PRIOR TO CONCRETE c. GROUT COAT: â€œINCRETE HIGH PERFORMANCE EPOXYâ€ 1-GALLON KIT (CLEAR COLOR) BY EUCLID CHEMICAL. FOLLOWING FLOOR STRIPPER OR REMOVAL SOLUTION SHALL BE APPLIED TO THE FLOOR AT THE PROPER RATIO TO PLACEMENT USING ASTM D1556, ASTM D2167, OR ASTM D2922. ONE COPY OF TEST RESULTS SHALL BE FORWARDED TO THE OWNER. THOROUGHLY STRIP, CLEAN AND REMOVE ALL CURING COMPOUND RESIDUE: â€œEUCO CLEAN & STRIPâ€ BY EUCLID CHEMICAL 9. WATER-REDUCING, NON-CORROSIVE ACCELERATING ADMIXTURE: ASTM C494, TYPE C OR E CONTAINING NOT MORE CHLORIDE d. FINAL WEAR COAT: â€œINCRETE POLYSEAL POLYASPARTICâ€ 2-GALLON KIT (CLEAR COLOR) BY EUCLID CHEMICAL. IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER. THE ADMIXTURE MANUFACTURER MUST HAVE LONG-TERM, B. FORMWORK: DESIGN, CONSTRUCT, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK ACCORDING TO ACI 301. b. IF WATER SOAKS INTO THE SURFACE INDICATING CURING AND SEALING COMPOUNDS ARE NOT PRESENT, MOVE TO STEP 3. 5. INITIAL COAT MIXING: PRE-MIX "INCRETE HIGH PERFORMANCE EPOXY" (GRAY) PART A AND PART B, THEN COMBINE 2 PARTS BY NON-CORROSIVE TEST DATA FROM AN INDEPENDENT TESTING LABORATORY (OF AT LEAST A YEAR'S DURATION) USING AN 1. FORM WORK: FORM ALL SLABS, STAIRS AND OTHER FORMED CONCRETE WITH METAL FORMS OR Â¾" PLYWOOD. FOR EXPOSED VOLUME OF PART A WITH ONE PART BY VOLUME OF PART B, AND THEN MIX THOROUGHLY USING A LOW-SPEED DRILL MOTOR 2. GRINDING/POLISHING EQUIPMENT SHALL BE EQUIPPED WITH 200 GRIT RESIN BOND DIAMOND TOOLING TO VERIFY IF SURFACE ACCEPTABLE ACCELERATED CORROSION TEST METHOD SUCH AS THAT USING ELECTRICAL POTENTIAL MEASURES. ACCEPTABLE SURFACES USE FORMS WITH AN UNDAMAGED FACE. FORM TIES USED SHALL BE SNAP TIES. CONCRETE RELEASE AGENT SHALL AND A â€œJIFFYâ€ TYPE MIXER. MIX ONLY THE AMOUNT OF MATERIAL THAT CAN BE APPLIED DURING THE POT LIFE. DO NOT AERATE WILL OPEN TO ACCEPT LIQUID DENSIFIER/SEALER. IF SLAB OPENS TO ACCEPT LIQUID DENSIFIER/SEALER, PROCEED WITH PRODUCTS: EUCLID CHEMICAL ACCELGUARD 80/90 OR NCA; MASTER BUILDERS SOLUTIONS NC534 OR POZZUTEC 20; GRACE BE A VOC COMPLIANT, LIGHT VISCOSITY, NON-STAINING OIL. THE MIX. PROJECT. IF SLAB DOES NOT OPEN, DROP TO LOWER GRIT RESIN BOND DIAMOND TOOLING, AND REPEAT (100 GRIT, 80 GRIT, 50 CONSTRUCTION PRODUCTS POLARSET. C. VAPOR RETARDER: ASTM E1643 (IF INDICATED ON DRAWINGS): INSTALL, PROTECT, AND REPAIR VAPOR-RETARDER SHEETS; PLACE GRIT). FOLLOW PROCESS AND DROP RESIN BOND DIAMOND TOOLING AS NEEDED UNTIL SLAB ACCEPTS DENSIFIER. 10. PROHIBITED ADMIXTURES: 6. INITIAL COAT APPLICATION: APPLY "INCRETE HIGH PERFORMANCE EPOXY" (GRAY) AT 120 SF/GALLON. SPREAD THE MIXED EPOXY a. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. SHEETS IN POSITION WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR. WITH A NOTCHED SQUEEGEE WHILE WEARING SPIKED SHOES. START FROM ONE END OF THE FLOOR AND WORK BACKWARDS 3. ALL GRIND, HONE AND POLISH STEPS SHALL INCLUDE A 2-PASS PROCESS (AT 90Â°), OVERLAPPING PREVIOUS PASS BY A MINIMUM b. FLY ASH IS ONLY PERMITTED IN EXTERIOR SLAB ON GROUND SUBJECT TO ALKALI SILICA REACTIVITY (ASR); UP TO 20% 1. PLASTIC VAPOR RETARDER FOR CONCRETE FLOOR SLAB SHALL BE 10-MIL (MINIMUM) POLYETHYLENE. SEAL VAPOR RETARDER AND SIDEWAYS TRYING TO KEEP A WET-TO-WET EDGE. ROLL COATING IN ONE DIRECTION USING A 3/8" NAP, SHED-RESISTANT OF 6". EXCHANGE BY WEIGHT. COMPLETELY AROUND ALL PIPES AND CONDUITS. INSPECT VAPOR RETARDER THOROUGHLY AND REPAIR ALL PUNCTURES AND ROLLER. MAKE SURE THE MATERIAL IS APPLIED AS QUICKLY AS POSSIBLE WITHOUT LEAVING PUDDLES. B. INITIAL GRIND AND HONE PROCESS: 11. MACRO-SYNTHETIC FIBERS (INTERIOR AND EXTERIOR SLAB ON GROUND CONCRETE): COMPLY WITH ASTM C1116. "STRUCTURALâ€ TEARS IMMEDIATELY PRIOR TO PLACING CONCRETE. ALL LAPS SHALL BE 18" MINIMUM AND SEALED WITH A COMPLETELY 7. PIGMENTED CHIP APPLICATION: BROADCAST UNTIL REFUSAL "INCRETE GRANITE COAT CHIPS" (MICA) IN A HIGH ARCING MOTION 1. START INITIAL GRIND WITH APPROPRIATE RESIN BOND DIAMOND TOOLING AS DETERMINED FROM MOCK-UP TEST SLAB. FIBERS SHALL BE A PATENTED COARSE MONOFILAMENT, SELF-FIBRILLATING, POLYPROPYLENE/POLYETHYLENE FIBER WITH A CONTINUOUS PRESSURE SENSITIVE TAPE. INTO THE WET EPOXY. ALLOW TO CURE. ONCE DRY, VACUUM / SCRAPE OFF EXCESS FLAKES. 2. OPERATE MACHINES AT 400 SQUARE FEET AN HOUR (WALK PACE), WITH HIGH TO MAXIMUM DRUM AND HEAD SPEED (TYPICALLY MINIMUM TENSILE STRENGTH OF 73KSI AND MINIMUM LENGTH OF 2 INCHES. D. STEEL REINFORCEMENT (IF INDICATED ON DRAWINGS): COMPLY WITH CRSI'S â€œMANUAL OF STANDARD PRACTICEâ€ FOR FABRICATING, 8. GROUT COAT: APPLY "INCRETE HIGH PERFORMANCE EPOXY" (CLEAR) AT 120 SF/GALLON. ALLOW TO DRY. 300 RPM ON DRUM AND 1250 RPM ON PLANETARIES). a. ACCEPTABLE MACRO-SYNTHETIC FIBER (NO SUBSTITUTIONS): â€œTUF-STRAND SFâ€ BY EUCLID CHEMICAL. PHIL BRANDT PLACING, AND SUPPORTING REINFORCEMENT. 877-438-3826 / PBRANDT@EUCLIDCHEMICAL.COM 9. WEAR COAT: APPLY A FINAL COAT OF "INCRETE POLYSEAL POLYASPARTIC" (CLEAR) AT 120 SF/GALLON. ALLOW TO DRY. 3. ONCE COMPLETED, CLEAN OPENED FLOOR THOROUGHLY, AND THEN APPLY EUCO DIAMOND HARD TO REJECTION. ALLOW THE 1. DO NOT CUT OR PUNCTURE VAPOR RETARDER. REPAIR DAMAGE AND RESEAL VAPOR RETARDER BEFORE PLACING CONCRETE. 12. EVAPORATION RETARDER AND FINISH AID: INTEGRAL FINISHING AID THAT REDUCES RAPID MOISTURE LOSS FROM CONCRETE 10. COVE BASE: IN ADDITION TO THE SEAMLESS INTEGRAL FLOOR, PROVIDE A 4" COVE BASE FROM THE FLOOR TO THE â€œFRPâ€ WALL SURFACE TO DRY. SURFACE. 2. INSTALL ALL ANCHORS, TIES, CHAIRS, AND OTHER SUPPORTS AS PER ACI 301/302 REQUIREMENTS, TO ENSURE REINFORCING IS TRANSITION. COVE BASE SHALL CONSIST OF A MIXTURE OF "INCRETE HIGH PERFORMANCE EPOXY" AND FINELY GRADED, CLEAN 4. RESIN BOND DIAMOND TOOLING SHALL BE INCREASED AT SAME OUTPUT RATES AND HEAD SPEEDS UP TO 400 GRIT HONING. a. ACCEPTABLE PRODUCT: "EUCOSHIELD" BY EUCLID CHEMICAL. SUPPORTED AT PROPER LOCATIONS. ALL REINFORCING SHALL BE WIRED IN PLACE USING #16 ANNEALED WIRE. WOOD OR CLAY DRY, TROWELABLE AGGREGATES, TROWELED TO THE PREVIOUSLY INSTALLED VERTICAL CEMENT BOARD SURFACE, TO A HEIGHT BRICK CHAIRS ARE NOT ACCEPTABLE. C. FINAL POLISHING PROCESS: OF 4". CREATE A COVED, SEAMLESS, INTEGRAL TRANSITION AT JOINT BETWEEN WALL AND FLOOR. BROADCAST UNTIL REFUSAL RELATED MATERIALS: 3. WELDED WIRE FABRIC MESH (IF INDICATED ON DRAWINGS) SHALL BE LAPPED A MINIMUM OF 6" AT SIDE LAPS AND SECURED WITH "INCRETE GRANITE COAT CHIPS" (MICA) INTO THE WET EPOXY. FINISH COVE BASE DETAIL WITH THE GROUT COAT AND WEAR 1. CLEAN FLOOR AND MACHINE OF ACCUMULATED LAITANCE. 1. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO TIE WIRES NO MORE THAN 4 FEET ON CENTER. COAT AS SPECIFIED HEREIN. ONCE COMPLETED, THE FLOOR AND COVE BASE SHALL BE SEAMLESS IN FUNCTION AND 2. MOUNT 800 GRIT RESIN BOND DIAMOND TOOLING AND RUN MACHINES AT 300 SQUARE FEET AN HOUR PACE WITH DRUM AND FRESH CONCRETE. APPEARANCE. HEAD SPEEDS AT HIGH TO MAXIMUM. PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 a. ACCEPTABLE MANUFACTURER: â€œEUCOBARâ€ BY EUCLID CHEMICAL. 3.02 CONCRETE PLACEMENT a. INSTALL CEMENT WALL BOARD SO THAT THE BOTTOM EDGE IS FLUSH WITH THE FLOOR AS SPECIFIED. 3. APPLY EUCO DIAMOND HARD LIGHTLY AT 700 SQUARE FEET PER GALLON JUST PRIOR TO BURNISHING. 1 2. INTERIOR SLAB ON GROUND CURING: ASTM C309 WITH A MAXIMUM VOC CONTENT OF 350G/L. THE INTERIOR SLAB ON GROUND b. INSTALL CEMENT WALL BOARD TAPE, SIMILAR TO GOLDBLATT PROFESSIONAL CEMENT BOARD TAPE, TO ALL JOINTS OF 4. CLEAN FLOOR AND BURNISH WITH 1500 GRIT DIAMOND PAD AT 500 SQUARE FEET PER HOUR WITH A 27â€ BURNISHER AT 2500 RPM. SHALL BE CURED USING A REDUCED ODOR, DISSIPATING OR REMOVABLE LIQUID MEMBRANE FORMING CURING COMPOUND. CEMENT BOARD. Project No.: 25.0626 a. ACCEPTABLE MANUFACTURER: â€œKUREZ DR VOXâ€ OR â€œKUREZ DR 100â€ BY EUCLID CHEMICAL. A. CARBON MONOXIDE / CARBON DIOXIDE EXPOSURE: IF THE BUILDING IS ENCLOSED AND THE INTERIOR SLAB ON GROUND IS PLACED 3. INTERIOR SLAB ON GROUND SEMI-RIGID POLYUREA JOINT FILLER: COMPLY WITH ACI 302, SHALL BE A TWO (2) COMPONENT, 100% LAST, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING INTERIOR SLAB ON GROUND EXPOSURE TO EXCESSIVE c. INSTALL FIBER REINFORCED PANELS (FRP) AS REQUIRED. DO NOT APPLY ADHESIVE TO ANY AREAS CONTACTING THE 3.09 URETHANE EXPANSION JOINT SEALANT APPLICATION Drawn By: MS SOLIDS, UV RESISTANT COMPOUND, WITH MINIMUM SHORE â€œAâ€ HARDNESS OF 80. COLOR TO MATCH ADJACENT CONCRETE EXHAUST GASES CONTAINING CARBON DIOXIDE (CO/2) OR CARBON MONOXIDE (CO). TO MINIMIZE POTENTIAL DAMAGE TO THE 4" COVE BASE INSTALLATION. DO NOT APPLY WATER TO ANY OF THESE SURFACES PRIOR TO INSTALLATION OF THE EPOXY SURFACES. INTERIOR SLAB ON GROUND DURING PLACEMENT AND CURING PERIODS, MAXIMUM CO/2 LEVELS SHALL BE 4,500 PARTS PER MILLION FLOOR OR COVE SYSTEM. Date Issue a. ACCEPTABLE MANUFACTURER: â€œQWIKJOINT UVRâ€ BY EUCLID CHEMICAL. AND MAXIMUM CO LEVELS SHALL BE 15 PARTS PER MILLION AT CONCRETE SURFACE WITHIN 5 FEET OF ANY SOURCE OF EXHAUST d. INSTALL 4" COVE BASE DIRECTLY TO CEMENT BOARD. COVE BASE SHALL COME IN DIRECT CONTACT WITH THE BOTTOM EDGE A. URETHANE JOINT SEALANT APPLICATION: 05-09-25 BID/PERMIT 4. INTERIOR SLAB ON GROUND LIQUID DENSIFIER/SEALER: SODIUM SILICONATE CONTAINING AT LEAST 24% SOLIDS BY WEIGHT. GASES. UNVENTED COMBUSTION HEATERS SHALL NOT BE IN OPERATION DURING CONCRETE PLACEMENT, AND EQUIPMENT INSIDE OF THE FIBER REINFORCED PANELS SO THAT THE FLOOR AND COVE BASE SHALL BE SEAMLESS IN FUNCTION AND 1. APPLY JOINT SEALANTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. a. ACCEPTABLE MANUFACTURER: â€œEUCO DIAMOND HARDâ€ BY EUCLID CHEMICAL. THE BUILDING DURING CONCRETE PLACEMENT SHALL BE LIMITED TO THE EQUIPMENT NECESSARY TO PLACE AND FINISH APPEARANCE. 2. BACK-UP MATERIAL: 06-02-25 1 REVISION 1 b. PROJECT SERVICE: GENERAL CONTRACTOR SHALL CONTACT THE MANUFACTURER PRIOR TO BIDDING FOR PRICING AND CONCRETE. ONLY ONE CONCRETE TRUCK SHALL BE IN THE BUILDING AT ANY GIVEN TIME, AND UNDER NO CIRCUMSTANCE SHALL C. TOLERANCES: ACI 117, â€œSPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION & MATERIALS.â€ GENERAL a. INSTALL APPROPRIATE SIZE BACKER ROD, LARGER THAN THE JOINT WHERE NECESSARY PER MANUFACTURER'S APPLICATION REQUIREMENTS, AND AT LEAST 10 DAYS PRIOR TO APPLICATION OF LIQUID DENSIFIER AND SEALER, FOR THERE BE ANY EARTH MOVING EQUIPMENT, DUMP TRUCKS, GRADING EQUIPMENT, OR ANY OTHER MOTORIZED EQUIPMENT IN CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH FLOOR TOLERANCE TESTING. A COPY OF THE FINAL FLOOR RECOMMENDATIONS AND IN A MANNER TO PROVIDE CONCAVE SEALANT PROFILE. JOBSITE SERVICE. IF NECESSARY, THE REPRESENTATIVE WILL BE ON SITE DURING THE FIRST APPLICATION OF LIQUID OPERATION UNTIL AFTER THE INTERIOR SLAB ON GROUND IS PLACED AND PROTECTED BY SPECIFIED CURING METHOD. CARBON TOLERANCE REPORT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO OWNER WITHIN 24 HOURS OF RECEIVING THE REPORT DENSIFIER/SEALER. MONOXIDE AND CARBON DIOXIDE SHALL BE CHECKED USING AN APPROPRIATE METER FROM A COMPANY SIMILAR TO THE b. WHERE JOINT DEPTH DOES NOT PERMIT INSTALLATION OF BACKER ROD, INSTALL ADHESIVE-BACKED POLYETHYLENE FROM THE TESTING LABORATORY. 5. EXTERIOR SLAB ON GROUND CURING: ASTM C1315 WITH A MAXIMUM VOC CONTENT OF 700 G/L. ALL EXTERIOR SLAB ON GROUND FOLLOWING: CEA INSTRUMENTS, INC., PHONE (201-967-5660); WEBSITE: WWW.CEAINSTR.COM. BOND-BREAKER TAPE ALONG THE ENTIRE BACK OF JOINT TO PREVENT 3-SIDED ADHESION OF JOINT SEALANT. SHALL BE CURED USING A LIQUID MEMBRANE-FORMING CURING COMPOUND. 1. ALL PERIMETER AREAS AND EDGES OF THE INTERIOR FLOOR SHALL EXHIBIT THE SAME FINAL FINISH. B. COMPLY WITH REQUIREMENTS IN ACI 301 FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE. 3. SEALANT: VERIFY THAT THE TEMPERATURE AND MOISTURE CONDITIONS ARE WITHIN MANUFACTURER'S ACCEPTABLE LIMITS. a. ACCEPTABLE MANUFACTURER: â€œSUPER DIAMOND CLEARâ€ OR â€œSUPER DIAMOND CLEAR VOXâ€ BY EUCLID CHEMICAL. LOCATION: FF TOLERANCE: FL TOLERANCE: NOTES: USING FRESH SEALANT AND EQUIPMENT THAT IS IN PROPER WORKING ORDER, COMPLETELY FILL JOINT WITH SEALANT, FILLING 6. EXTERIOR SLAB ON GROUND URETHANE JOINT SEALANT: ASTM C920-86, TYPE S, GRADE NS, AND CLASS 25 INDUSTRIAL GUN 1. COOPERATE WITH ALL OTHER TRADES. CONFER WITH ELECTRICAL, MECHANICAL, PLUMBING, CARPENTERS, STEEL WORKERS, INTERIOR SLAB ON 35 25 ACI 302: TYPE 5, SINGLE FROM BOTTOM UP TO AVOID ENTRAPPING AIR. GRADE POLYURETHANE SEALANT SHALL EXHIBIT A SHORE â€œAâ€ HARDNESS OF 40 AND AN ELONGATION OF 250%. ETC. MAKE SURE THAT ALL SLEEVES, ANCHOR, INSERT, CONDUIT, FLOOR BOXES, PIPES, FITTINGS, AND OTHER ITEMS ARE a. ACCEPTABLE MANUFACTURER: â€œEUCOLASTIC 1 NS/SLâ€ BY EUCLID CHEMICAL. INSTALLED BEFORE PLACING CONCRETE. MAKE PROVISIONS FOR DOOR SADDLES, AND THRESHOLDS. GROUND COURSE, HARD STEEL 4. USING CLEAN, DRY TOOL WITH ROUNDED EDGE AND OF APPROPRIATE WIDTH FOR EACH JOINT, TOOL FRESHLY INSTALLED TROWEL FINISH SEALANT TO PROVIDE PREFERRED CONCAVE PROFILE, TO ENSURE INTIMATE CONTACT BETWEEN SEALANT AND SUBSTRATE AND 2. GENERAL CONTRACTOR SHALL ENSURE THE ACCURACY, PLACEMENT, AND ALIGNMENT OF ALL UNDER-SLAB WORK. THE TO PROVIDE NEAT APPEARANCE. WHERE SURFACE AGGREGATE DOES NOT PERMIT PROPER TOOLING, INSTALL SEALANT AND PLACEMENT OF ALL BOXES SHALL BE SQUARE, LEVEL, AND TRUE IN ALL RESPECTS. EXTERIOR SLAB ON 20 17 FLOATED AND/OR 2.02 CONCRETE MIXES BACKER ROD SO THAT FACE OF JOINT IS RECESSED BEHIND EXPOSED AGGREGATE AND SEALANT IS BONDED TO FIRM, EVEN 3. CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94. GROUND BROOMED SURFACES SURFACE. USE DRY TOOLING METHOD. DO NOT USE TOOLING AGENTS SUCH AS SOAPY WATER OR TOOLING AGENTS THAT HAVE C. COMPLY WITH ACI 305, â€œHOT WEATHER CONCRETE,â€ AND ACI 306, â€œCOLD WEATHER CONCRETEâ€ FOR PROTECTION DURING PLACING, NOT BEEN APPROVED BY SEALANT MANUFACTURER. A. COMPLY WITH ACI 301 REQUIREMENTS FOR CONCRETE MIXES. CONCRETE MIXES SHALL BE PROPORTIONED ACCORDING TO ACI 301, FOR NORMAL-WEIGHT CONCRETE DETERMINED BY EITHER LABORATORY TRIAL MIX OR FIELD TEST DATA. FINISHING, AND CURING. 3.05 CAST-IN-PLACE CONCRETE JOINTS UNLESS OTHERWISE NOTED BY TSC, CONCRETE FLOOR SLAB SHALL BE CAST AS ONE D. FORM-RELEASE AGENT: COAT ALL REMOVABLE WOOD AND METAL FORMING WITH A VOC COMPLIANT, NON-STAINING, CONCRETE CONTINUOUS POUR. CONTRACTOR SHALL PROVIDE TERMITE PROTECTION. APPLY B. COMPRESSIVE STRENGTH: FORM-RELEASE AGENT AND ALLOW EXCESS LIQUID TO DRAIN OFF BEFORE FORMS ARE PLACED. TERMITICIDE TO SUB-BASE BEFORE CONCRETE IS POURED. PROVIDE ONE GALLON OF 1. INTERIOR SLAB ON GROUND: 4000 PSI @ 28 DAYS, WITH A MAXIMUM WATER/CEMENT RATIO OF 0.53, UNLESS OTHERWISE A. GENERAL: JOINTS SHALL BE CUT AS INDICATED ON DRAWINGS, AND AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW DILUTED TERMITICIDE PER 10 SQUARE FEET OF SLAB AREA. APPLY AN ADDITIONAL 2-4 INDICATED ON THE DRAWINGS. E. TRANSPORT: PLACE AT POINT OF USE AND CONSOLIDATE WITH A CONCRETE VIBRATOR. DO NOT ALLOW CONCRETE TO SEGREGATE. AND OPERATOR AND WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE THE CONCRETE SURFACE. CUTS GALLONS PER 10 LINEAR FEET AT THE FOUNDATION PERIMETER. MAXIMUM FREE FALL FOR CONCRETE IS 3 FEET. A VIBRATOR IS REQUIRED FOR PLACEMENT OF CONCRETE IN WALLS, PIERS, MUST BE MADE BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. EMPLOY SUFFICIENT NUMBER OF SAWS AND 2. EXTERIOR SLAB ON GROUND: 4000 PSI @ 28 DAYS, WITH A MAXIMUM WATER/CEMENT RATIO OF 0.45, UNLESS OTHERWISE FOOTINGS, AND TURNDOWNS. WORKERS TO COMPLETE CUTTING OF SAW JOINTS WITHIN 2 HOURS AFTER FINAL FINISH OF INTERIOR SLAB ON GROUND. AFTER SAW NOTE: THIS SPEC IS WRITTEN AROUND ASTM STANDARDS. GENERAL CONTRACTOR AND INDICATED ON THE DRAWINGS. F. CONCRETE PLACEMENT: PLACE ON FIRM, UNDISTURBED EARTH, OR PROPERLY COMPACTED FILL. CONSOLIDATE BY VIBRATING CUTTING, IMMEDIATELY VACUUM UP AND REMOVE ALL RESIDUES COMPLETELY. DEVELOPER SHALL BE RESPONSIBLE FOR OVERALL QUALITY OF PRODUCTS SELECTED AND A0.2 3. CONCRETE MATERIALS INCLUDED IN THE MIX DESIGN SHALL BE THE SAME MATERIALS PROVIDED TO THE PROJECT AND SHALL BE WITHOUT SEGREGATION. DO NOT PLACE CONCRETE WHEN TEMPERATURE IS 40Â°F AND FALLING OR WHEN FREEZING WEATHER IS WORKMANSHIP OF SLAB. 1. CONSTRUCTION JOINTS: PREPARED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE OWNER. PER ACI REQUIREMENTS, IF SUFFICIENT PREDICTED WITHIN 24 HOURS. BACKUP DATA IS NOT AVAILABLE, THE LABORATORY MIX SHALL EXCEED THE DESIRED JOB STRENGTH OF CONCRETE BY 1,200 a. CONSTRUCTION JOINTS SHALL BE TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE ARCHITECT AND CONTRACTOR TO PAY SPECIAL ATTENTION TO ACHIEVE DESIGN THAT PSI. FOUR COPIES OF THE MIX SHALL BE SUBMITTED TO THE OWNER BEFORE CONCRETE WORK BEGINS. 1. PLACE CONCRETE WITHIN THE MINIMUM TEMPERATURE RANGE AS SPECIFIED IN ACI 301. (REFER TO DRAWINGS), SO AS NOT TO IMPAIR STRENGTH OR APPEARANCE OF CONCRETE. PREVENTS THE CONCRETE FROM HEAVING AT ALL DOORWAYS ESPECIALLY IN COLD C. SLUMP: CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5Â½" FOR THE INTERIOR AND EXTERIOR SLABS ON GROUND. UNLESS 2. PROTECT CONCRETE AS REQUIRED IN ACI 301. b. CONSTRUCTION JOINTS IN SLAB ON GRADE SHALL BE BUTT JOINTS WITH SQUARE PLATE DOWELS. DO NOT USE METAL WEATHER LOCATIONS. CONCRETE & EPOXY INDICATED ON DRAWINGS, ALL OTHER CONCRETE SHALL NOT EXCEED A 4" SLUMP. 3. CONCRETE SHALL NOT CONTAIN TYPE III, HIGH EARLY STRENGTH CEMENT, CALCIUM CHLORIDE, CORROSIVE ACCELERATORS, OR KEYWAYS. NOTE: FORAGE SHED SLAB FINISH SHALL BE ROUGH BROOM. SPECIFICATION ANTIFREEZE. 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com 06/03/2025 Design and construction documents as instruments of services are given in confidence and remain the property of Onyx Creative. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written c o n s e n t o f O n y x C r e a t i v e . PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 1 Project No.: 25.0626 Drawn By: MS Date Issue 05-09-25 BID/PERMIT 06-02-25 1 REVISION 1 A0.3 SCOPE OF WORK 1 7 EX. EX. EX. FEED C 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com STOCKROOM EX. 205a 1 2,154 SF EX. BALER - L CONCRETE NOT IN SCOPE CONCRETE ADJACENT EX. TENANT STOCKROOM C 6 105 5,703 SF EX. 06/03/2025 6 Design and construction documents as instruments of services are given in confidence and remain the property of Onyx Creative. The use of this design and these FD construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written co nse nt of O ny x Cr eat i ve. FD 5 CONCRETE EX. NOT IN SCOPE INDOOR 4 OUTDOOR DISPLAY CONCRETE 102a 5,672 SF C EX. NOT IN SCOPE 3 RETAIL SALES 102 PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 18,275 SF 1 Project No.: 25.0626 Drawn By: MS Date Issue WOOD 05-09-25 BID/PERMIT NOT IN SCOPE GENERAL NOTES 1 06-02-25 1 REVISION 1 A1.2 A. ENSURE AT TIME OF REMODEL ALL POLE LIGHTS & WALL PACKS ARE OPERATIONAL. 7 EXTERIOR LIGHT COVERS ARE FREE OF DAMAGE & NOT MISSING. REPLACE ALL CHECK-OUT DAMAGED, MISSING, OR STANDARD COVERS W/ EXTERIOR WEATHER PROOF COVERS. TABLE TABLE ALL LIGHT POLE BASES NOT LOCATED IN LANDSCAPING TO BE PAINTED SAFETY YELLOW. PET B. COVER EXIST. BOLLARDS W/ VENDOR #13 STANDARD YELLOW; CUT TO LENGTH. VERIFY WASH CORRIDOR WOMEN DRYER LOCATIONS & QUANTITIES W/ PM PRIOR TO INSTALLATION. DRYER 112 106 110 243 SF C C. GLASS THAT IS EXIST TO REMAIN SHALL BE CLEANED. ENSURE ALL SEALS ARE WEATHER C 288 SF EX. 67 SF STORAGE TIGHT ROOM EX. FIRE 2 EX. 114 D. INTERIOR & EXTERIOR DOORS THAT ARE EXIST TO REMAIN SHALL HAVE SEALS & SWEEPS CONCRETE EX. SPRINKLER CONCRETE 156 SF REPLACED. CAULK & SEAL GAPS IN FRAME. PAINT ALL HOLLOW METAL DOOR & FRAMES. EX. CONCRETE 103 INSPECT/ADJUST LOCKING HARDWARE & SWING. UTILITY CONCRETE FD FD EX. NOT IN SCOPE 44 SF FITTING 113 EX. E. PAINT ALL WALLS THAT ARE VISIBLE TO CUSTOMER. PATCH, REPAIR, & CLEAN PRIOR TO EX. MGR'S EMPLOYEE ROOM PAINTING. PAINT ALL COLUMNS. INSTALL VENDOR #13 CORNER GUARDS ON ALL OUTSIDE 22 SF EX. OFFICE LOUNGE EX. CORNERS. REPLACE MISSING OR DAMAGED VINYL BASE. REFER TO COLOR SCHEDULE ON IT/ELECT. EX. 104 A0.1 CLOSET 107 108 CONCRETE VESTIBULE 185 SF 368 SF 1 F. PAINT RED STRIPE 12" WIDE AROUND PERIMETER OF SALES FLOOR, BOTTOM OF STRIPE 111 CONCRETE FD 101 A1.0 TO BE @ 10'-3" AFF. 135 SF FD CONCRETE CONCRETE EX. 153 SF CONCRETE CONCRETE CONCRETE C C FD EX. N G. EXIST OFFICE CORE TO BE REUSED; ALL WALL PENETRATIONS REPAIRED & PAINTED. FLOOR PLAN RESTROOM UNITS THAT ARE EXIST TO REMAIN SHALL BE THOROUGHLY CLEANED & MEN SANITIZED. REPLACE FRP 4FT UP. REFER TO COLOR SCHEDULE ON A0.1 3/32" = 1'-0" 1 FLOOR PLAN 109 H. REFER TO WALL TYPES ON A1.1 159 SF A A1.2a 4'-9" EQUAL OPENING EQUAL 5" 6 6 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com 5" 7 TABLE TABLE 10 1/2" 3'-0" 10 1/2" 6 E3 EX EX E4 A1.2 E2 DRYER 12'-0" E1 DRYER 06/03/2025 PET WASH 112 Design and construction documents as instruments of services are given in confidence and remain the property of Onyx Creative. The use of this design and these 5'-4" construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written TABLE AND TUB co nse nt of O ny x Cr eat i ve. CENTERED BETWEEN ACCESSIBLE WASH TUB WASH TUB EX GENERAL NOTES Â±18'-8" V.I.F. PET WASH A. PET WASH WALLS ADJACENT TO SALES FLOOR ARE TO BE FULL HEIGHT W/ GYP BD TO DECK (SALES SIDE) B. PET WAS WALLS ADJACENT TO STOCKROOM ARE TO BE 10'-0" AFF W/ 1/2" FIRE RETARDANT PLYWOOD 1 PLAN DETAIL SHEATHING TO 8' AFF (STOCKROOM SIDE) C. ALL CORNERS & SEAMS IN FRP TO HAVE CLEAR SEALANT TO CREATE WATER TIGHT SEAL THROUGHOUT 1/2" = 1'-0" D. EPOXY PAINT FLOORING IN PET WASH TO BE FINISHED PRIOR TO FRP INSTALLATION. PROVIDE VINYL TRANSITION IF ADJACENT SPACE IS VCT. E. PET WASH EQUIPMENT FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR F. ACCESSIBLE PET WASH TUB (1) REQUIRED IN TEXAS & MUNICIPALITIES REQUIRING AN ADA COMPLIANT TUB. G. ALL PLUMBING & ELECTRICAL WORK FOR PET WASH TO BE WITHIN NEW WALLS & TRANSFERRED TO WALLS & DECK WHERE NECESSARY. H. JET PLUMBING & CAMERA LINES. VIDEO TO BE SENT TO TSC PM 12'-0" A.F.F CAP & FINISH TOP OF WALL WITH GYP. BD. ABOVE TO DECK 2'-0" GYP. BD. GYP. BD. & CORNER BEAD (MUD, SAND, & PAINT) INTERIOR & EXTERIOR SIDES COAT HOOKS FOR APRONS OUTLET; REFER OUTLET; REFER DRYER TO ELECTRICAL TO ELECTRICAL SEE PLAN DRYER SEE PLAN COAT HOOKS CENTER CENTER FOR APRONS 10'-0" CONTINUOUS FRP NO HORIZONTAL SEAMS 10'-0" CONTINUOUS FRP NO HORIZONTAL SEAMS BETWEEN TUB BETWEEN TUB 3'-10" 4'-0" AND TABLE AND TABLE 4'-0" 3'-10" HOLD FRP 3" A.F.F. HOLD FRP 3" A.F.F. EPOXY FLOOR TO EPOXY FLOOR TO TURN UP BASE TURN UP BASE REFER TO PLAN REFER TO PLAN PET WASH PET WASH E4 INTERIOR ELEVATION E2 INTERIOR ELEVATION PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 1 1/4" = 1'-0" 1/4" = 1'-0" Project No.: 25.0626 Drawn By: Date Issue 12'-0" A.F.F CAP & FINISH TOP OF WALL WITH 05-09-25 BID/PERMIT GYP. BD. ABOVE TO DECK 2'-0" GYP. BD. GYP. BD. & CORNER BEAD (MUD, SAND, & PAINT) INTERIOR & EXTERIOR SIDES 1 ALUMINUM MESH CEILING INSTALLED TO BOTTOM OF METAL STUDS 10'-0" CONTINUOUS FRP NO HORIZONTAL SEAMS 10'-0" CONTINUOUS FRP NO HORIZONTAL SEAMS 7 HOLD FRP 3" A.F.F. HOLD FRP 3" A.F.F. EPOXY FLOOR TO EPOXY FLOOR TO TURN UP BASE TURN UP BASE REFER TO PLAN REFER TO PLAN A1.2 PET WASH PET WASH E3 INTERIOR ELEVATION E1 INTERIOR ELEVATION PET WASH PLAN & 1/4" = 1'-0" 1/4" = 1'-0" ELEVATIONS 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com PET WASH PET WASH PET WASH PET WASH 15 PERSPECTIVE 14 PERSPECTIVE 13 PERSPECTIVE 12 PERSPECTIVE N.T.S. N.T.S. N.T.S. N.T.S. 06/03/2025 6 5/8" GYP. BD. Design and construction documents as instruments of services are given in 3 5/8" GYP. BD. confidence and remain the property of Onyx Creative. The use of this design and these construction documents for purposes other 5/8" FRP than the specific project named herein is strictly prohibited without expressed written consent of Onyx Creative. MTL STUD WALLS & FINISH BOTH SIDES EXTEND TO 12'-0" A.F.F. 7 1/2" PLYWOOD 3 5/8" GYP. BD. 5/8" FRP MTL STUD WALLS TO 10' A.F.F. CONTINUOUS GALVANIZED 1 1 WALL TYPES 1/4" STEEL ANGLE 1 1/2" = 1'-0" 20 MESH ALUMINUM SCREEN GALVANIZED SELF- TAPPING SCREW W/ NEOPRENE WASHER @ 16" O.C. 3 5/8" MTL. FRAMING @ 24" 12'-0" A.F.F. O.C. 3 5/8" MTL. STUD FRAMING @ 2'-0" O.C. STUDS RUN FROM FRONT TO REAR OF PET WASH 2 A1.2a 3 10'-0" A.F.F. A1.2a 3 PET WASH WALL CEILING INSTALL 20 MESH ALUMINUM SCREEN 6" = 1'-0" ACROSS CEILING FRP TO OVERLAP EPOXY BASE BY 1" MIN. PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 CONT. SILICONE SEALANT 5/8" GYP BOARD TO 12'-0" 1 BETWEEN FRP PANEL AND A.F.F. AT SALES FLOOR. 3 5/8" MTL. STUD FRAMING @ 16" O.C. TO 12'-0" A.F.F. Project No.: 25.0626 EPOXY INSTALL 5/8" CEMENT BOARD AT BASE OF WALL TO CONT. SILICONE SEALANT AT Drawn By: 4'-0" A.F.F. 5/8" MOISTURE RESISTANT GYP. BD. FROM FRP PANEL BASE 4'-0" A.F.F. TO 8'-0" A.F.F. WRAP INTERIOR OF PET Date Issue EPOXY COVE TO TURN UP WALL WASH ROOM WITH FRP FROM 4" A.F.F. TO 10'-0" A.F.F. 05-09-25 BID/PERMIT FRP TO INCLUDE ALL APPLICABLE PVC TRIM AND EXTEND UNDER FRP WALL MOLDINGS AND TO BE INSTALLED PER PANEL GALVANIZED SELF- 3 5/8" MTL. FRAMING @ MANUFACTURER DETAILS. 1 TAPPING SCREW W/ 24" O.C. NEOPRENE WASHER @ 16" O.C. EDGE OF MESH SCREENING TO OVERLAP AT STEEL STRAPPING LOCATIONS ONLY 20 MESH ALUMINUM 1/2" FIRE RETARDANT 3 5/8" MTL. STUD FRAMING @ 16" O.C.. SCREEN TREATED PLYWOOD OR INSTALL 5/8" CEMENT BOARD TO 48" A.F.F. W/ CONTINUOUS GALVANIZED 1 5/8" GYP. BD. DEPENDING MOISTURE RESISTANT GYP. ABOVE 48" A.F.F. 1/4" STEEL STRAPPING ON WALL AND WRAPPED WITH FRP. APPLY CONTINUOUS BEAD OF WATERPROOF CAULK BENEATH METAL FLOOR FRP FROM 3" A.F.F. TRACK AND CEMENT BOARD 4 4" EPOXY COVING A1.2a CEMENT BOARD TO FLOOR FIN. FL. 0'-0" A1.2a 6 DETAIL 4 PET WASH WALL BASE 2 PET WASH SCREEN ATTACHMENT A PET WASH WALL TYPICAL EXISTING SLAB INFILL 3" = 1'-0" 6" = 1'-0" 3/4" = 1-0" PET WASH DETAILS 7 MS FA FA FP 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com B.O. DECK INSULATION FP 22'-2" AFF B.O. BEAM 22'-2" AFF B.O. DECK INSULATION 23'-5" AFF B.O. BEAM 19'-5" AFFNOT IN SCOPE ADJACENT MS FA TENANT SPKR SPKR FA TH 6 SPKR TH FA FA FA 06/03/2025 Design and construction documents as instruments of services are given in SPKR confidence and remain the property of Onyx Creative. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written co nse nt of O ny x Cr eat i ve. TH 5 FA B.O. DECK INSULATION FA 23'-11" AFF MS B.O. BEAM 20'-7" AFF ROOF CONSTRUCTION w/ STL. JOISTS SPKR FA SPKR GRIPPLE TRAPEZE NO. 2 FASTENER (SHOWN) OR OTHER APPROVED MOUNTING METHOD INSTALL PER MANUFACTURER'S INSTALLATION GUIDELINES AIRCRAFT CABLE, TYP. 45Â° NOT IN SCOPE 45Â° INSTALL LSK CLIP (SHOWN), V-BRACKET OR SPRING CLIP GRIPPLE STRIP LIGHT FIXTURE MS TH ATTACHMENTS PER MANUFACTURER'S 4 INSTALLATION GUIDELINES FA 16'-0"AFF (SALES) 11'-0" AFF (PET WASH) 14'-0" AFF (FEED BLDG.) MS FA NOTES: A. PROVIDE ONE VERTICAL SUPPORT AND ONE SET OF DIAGONAL SUPPORTS LOCATED 6" - 12" FROM EACH END OF THE FIXTURE. FA SPKR SPKR B. FIXTURE SHALL HAVE A MINIMUM OF (2) SUPPORTS WITH EACH SUPPORT LOCATED 6" FROM THE END OF THE FIXTURE. C. CHAIN-HUNG FIXTURES ARE NOT ACCEPTABLE. D. NON-SUSPENDED OR FIXTURES MOUNTED DIRECTLY TO THE BOTTOM OF THE FP SUPPORTING STRUCTURE DO NOT REQUIRE DIAGONAL SUPPORT. SPKR NOT IN SCOPE SUSPENDED 2 LIGHT FIXTURE ATTACHMENT SPKR 3 N.T.S. FA X CODED NOTES PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 1. NOT USED. 7. NOT USED. 1 8. NOT USED. 2. NOT USED. Project No.: 25.0626 9. ALUM MESH ON BOTTOM LIGHT GAUGE MTL JOIST. Drawn By: MS 3. NOT USED. @ 10'-0" AFF. LIGHT ABOVE PET WASH TO BE MOUNTED @ 11'-0" AFF; REFER TO 2/A3.0. Date Issue 4. NOT USED. 10. NOT USED. 05-09-25 BID/PERMIT 5. NOT USED. 1 11. NOT USED. NOT IN SCOPESPKR 06-02-25 1 REVISION 1 6. NOT USED. 1 SPKR B.O. DECK INSULATION 09 24'-2" AFF MS FA B.O. BEAM FA 21'-4" AFF B.O. LIGHT 10'-0" EQ. 14'-9" AFF B.O. SPRINKLER GENERAL NOTES 22'-6" AFF EQ. EQ. EQ. B.O. HVAC TRUNK MS FA 17'-0" AFF A. HIGH DUST WALLS & CEILING. CLEAN DIFFUSERS & REGISTERS. CLEAN DEBRIS FROM LIGHT COVERS. 2 RE-TUCK/REPAIR ANY EXPOSED INSULATION. CEILING HEIGHT CEILING HEIGHT FA MS 7'-6" AFF FA 8'-0" AFF FA B. ENSURE ALL INTERIOR & EXTERIOR LIGHTING FIXTURES ARE OPERATIONAL. REPLACE DAMAGED OR FA NON-OPERATIONAL LAMPS OR FIXTURES AS NEEDED. CEILING HEIGHT MS FA CEILING HEIGHT 7'-6" AFF NOT IN SCOPE 8'-0" AFF C. ENSURE CONDUIT IS NOT IN CONFLICT W/ CLOTHING WALL GRAPHICS. SPKR MS FP MS S C MS CEILING HEIGHT FA FACP D. ENSURE NEW HUB TV IS NOT IN CONFLICT W/ EXIST LIGHTING. 8'-0" AFF CEILING HEIGHT 11'-6" AFF SPKR MS CEILING HEIGHT MS E. ENSURE ALL CEILING TILES ARE SITTING FLUSH & GRID IS FREE OF DAMAGE & PAINT. INSTALL HOLD DOWN 8'-0" AFF MS CEILING HEIGHT CEILING HEIGHT 1 CLIPS AS NEEDED. FACP CEILING HEIGHT 8'-0" AFF 12'-4" AFF A3.0 8'-0" AFF CEILING HEIGHT MS 11'-6" AFF F. REFER TO ELECTRICAL DRAWINGS FOR FOR QUANTITY & LOCATIONS OF NEW POWER DROPS. SPKR FA MS MS N MS REFLECTED CEILING PLAN G. ENSURE AT TIME OF REMODEL ROOF, GUTTER, DRAINS, AND FLASHING ARE OPERATIONAL AND FREE OF SPKR WP MS ACTIVE LEAKS. 3/32" = 1'-0" 1 REFLECTED CEILING PLAN X KEYNOTE SCHEDULE 1 1. NOT USED. PLUMBING FIXTURE SPECIFICATIONS TABLE TABLE 2. NOT USED. 3. NOT USED. MARK DESCRIPTION PET 7 3/4" CW G 4. NOT USED. 1 WASH 8 3/4" CW 5. NOT USED. 112 AND HW 3/4" CW CORRIDOR DRYER WH-1 AND HW 106 6. NOT USED. 11 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com DRYER 7. ROUTE GAS LINE CAPABLE OF PROVIDING 180 CFH FROM BUILDING GAS SUPPLY TO WH-1. IF THE EXISTING GAS PRESSURE IS LESS THAN 2 PSI, 1 NOTE: JET ALL WASTE LINES AND PROVIDE AN 1 1/4" GAS LINE. IF EXISTING GAS PRESSURE IS AT 2 LBS., CAMERA, VIDEO TO BE SENT TO PROVIDE 1/2" GAS SUPPLY LINE WITH THE REGULATOR AND VENT LOCATED TSC PM. INCLUDE PRICE FOR ON THE ROOF. ROOF TO BE SEALED WATER TIGHT AT ROOF PENETRATION. FLOOR CLEANOUT. POTENTIAL REPAIRS. CO JAY R SMITH 4020 SERIES, DUCO CAST IRON CLEANOUT WITH SCORIATED SECURED NICKEL BRONZE TOP. ADA WASHTUB WASHTUB 8. EXTEND AND CONNECT 3/4" CW TO EXISTING 1" OR LARGER CW SUPPLY. FIELD 1 LOCATE AND VERIFY. PROVIDE ISOLATION VALVE AT CONNECTION TO EXISTING PIPING. 9. CONNECT TO EXISTING MINIMUM 3" SANITARY SEWER. VERIFY LOCATION, SIZE, FLOW DIRECTION AND INVERT ELEVATION OF EXISTING SANITARY PRIOR 1/2" CW 1/2" CW TO ROUGH-IN OF NEW SANITARY. PROVIDE FLOOR CLEANOUT AT AND HW AND HW CONNECTION TO EXISTING. NOTIFY THE ENGINEER OF RECORD IF SUITABLE EXISTING SANITARY CONNECTION POINT IS NOT AVAILABLE. WOMEN 10. EXTEND AND CONNECT 2" VENT TO EXISTING 2" VENT OR LARGER. FIELD FS FLOOR SINK: ZURN #FS12-6-PV3-Y-H, 14"X14" PVC FLOOR SINK w/ 3" PVC HUB CONNECTION, DOME STRAINER, 110 LOCATE AND VERIFY. SEDIMENT BUCKET & HALF GRATE. MOUNT FLUSH w/ CONCRETE FLOOR. 11. EXTEND 4" PVC GAS FLUE AND COMBUSTION AIR INTAKE FROM WATER FD JAN. HEATER UP TO CONCENTRIC VENT KIT THRU ROOF. SIZE COMBUSTION AIR AND FLUE PIPING AND INSTALL CONCENTRIC VENT KIT THRU ROOF PER HD 3" HUB DRAIN 6"X3" REDUCER STUBBED UP 3" ABOVE FINISHED FLOOR WITH DEEP SEAL TRAP ROOM AND GREEN-SEAL (OR EQUAL) TRAP DEVICE. NOT IN SCOPE MANUFACTURER'S RECOMMENDATIONS. MAINTAIN MIN. 10' FROM FRESH AIR FD 113 INTAKES. WASH PET WASH TUB: TUB TUB, FAUCET & INTERCEPTOR PROVIDED BY TSC & INSTALLED BY CONTRACTOR. STAINLESS STEEL WALK-THRU TUB, FAUCET PACKAGE w/ 72" STAINLESS STEEL HOSE w/ SPRAYER & EMPLOYEE WALL MOUNTING HOOK. PROVIDE ENDURA IN-LINE DRAIN STRAINER #393243AW BELOW TUB IN PLACE OF LOUNGE Expire: 1/12/26 P-TRAP. INSTALL w/ ACCESS CAP TOWARDS FRONT OF TUB. INSTALL SMARTWAY HAIR INTERCEPTOR IN 06/03/2025 108 PLACE OF REGULAR STRAINER BASKETS. COORDINATE LEFT HAND / RIGHT HAND CONFIGURATION AS SHOWN ON DRAWINGS & w/ TSC. Design and construction documents as MGR'S instruments of services are given in confidence and remain the property of Onyx OFFICE Creative. The use of this design and these WASH PET WASH TUB: (ACCESSIBLE) 107 MEN construction documents for purposes other TUB, FAUCET & INTERCEPTOR PROVIDED BY TSC & INSTALLED BY CONTRACTOR. than the specific project named herein is TUB IT/ELECT. 109 strictly prohibited without expressed written ADA STAINLESS STEEL WALK-THRU TUB, FAUCET PACKAGE w/ 72" STAINLESS STEEL HOSE w/ SPRAYER & CLOSET c ons ent of O nyx C rea ti v e. WALL MOUNTING HOOK. PROVIDE ENDURA IN-LINE DRAIN STRAINER #393243AW BELOW TUB IN PLACE OF 111 P-TRAP. INSTALL w/ ACCESS CAP TOWARDS FRONT OF TUB. INSTALL SMARTWAY HAIR INTERCEPTOR IN PLACE OF REGULAR STRAINER BASKETS. COORDINATE LEFT HAND / RIGHT HAND CONFIGURATION AS FD SHOWN ON DRAWINGS & w/ TSC. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS. FD WH-1 WATER HEATER (GAS INSTANTANEOUS, 96% EFFICIENCY, 120V/1Ã˜, 4 AMPS): A.O. SMITH MODEL 340H (OR EQUAL) INTERIOR WALL MOUNTED, GAS, INSTANTANEOUS WATER HEATER, RATED AT 13,000 TO 180,000 BTUH, WITH CAPACITY OF 0.4-8.0 GAL./MIN. - WATER HEATER SHALL C C PLUMBING GENERAL NOTES: CONFORM TO IECC 701, 504 AND ASHRAE 90.1. SET TO 120Â°F OUTLET TEMP. PROVIDE W/ ISOLATION FD VALVE KIT, CONCENTRIC VENT KIT, AND CONDENSATE NEUTRALIZER KIT. A. PLUMBING CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS AND SIZES OF ALL UTILITIES, INCLUDING THE DEPTHS OF ALL BELOW GRADE SANITARY SEWERS, PRIOR TO START OF WORK. THIS DRAWING IS NOT INTENDED TO INDICATE ALL EXISTING UTILITIES. ENLARGED PLUMBING PLAN N B. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND FIELD VERIFY EXISTING CONDITIONS TO ENSURE THAT THE WORK REPRESENTED ON THE SCALE: 1/4" = 1'-0" DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PVC AIR INTAKE PIPE PVC EXHAUST PIPE IDENTIFY POTENTIAL INTERFERENCES WITH NEW WORK AND REPORT TO GAS GAS ARCHITECT IMMEDIATELY. PROVIDE ALL NECESSARY OFFSETS TO SUIT FIELD CONDITIONS AS REQUIRED. 3/4" GAS 3/4" C. CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTION POINTS, INCLUDING SIZES AND INVERTS WITH EXISTING FIELD CONDITION WH-1 ON WALL, PRIOR TO START OF WORK. GAS INSTALL BOTTOM OF PROVIDE ENDURA IN-LINE DRAIN TABLE TABLE D. MAKE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN FULL ACCORDANCE WH-1 7'-9" A.F.F. STRAINER (#393243AW), ROUTE 1-1/2" WITH ALL UTILITY REGULATIONS. PROVIDE ALL ADDITIONAL APPURTENANCES GAS WASTE PIPING DOWN FROM STRAINER AS REQUIRED BY UTILITY COMPANY. THE COMPLETED INSTALLATION SHALL BE 3/4" TO SPILL AT FLOOR SINK, TERMINATE 1" IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY STANDARDS OF GOOD RELIEF VALVE - ROUTE TO HUB ABOVE FLOOD RIM (TYP OF 2) TYPICAL GAS COCK PRACTICE AND SAFETY, AND THE MANUFACTURER'S STRICTEST DRAIN HANGER ROD LOCKING NUT RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND PET CO INSTALLATION. 3 4" CW & HW SUPPORT NUT WASH DRYER CONNECTIONS AT HEAVY DUTY E. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS WATER HEATER DIRT LEG CLEVIS HANGER 112 3" RELATED TO THE INSTALLATION OF THE WORK. DRYER 3" 3" HUB DRAIN (HD) MOUNTED BENEATH F. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL WATER HEATER CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION AND CONDENSATE DRAIN - LANDLORD'S CRITERIA. VAPOR BARRIER WASHTUB 3" 3" FS ADA 1-1/2"V ROUTE TO HUB DRAIN. INSULATION WASHTUB G. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR TERMINATE WITH 1" HUB DRAIN 16 GAUGE ZINC COATED SHEET 10 ALL FIXTURES AND EQUIPMENT. REFER TO ARCHITECTURAL PLANS FOR EXACT AIR GAP FS STEEL SHIELDS AT LEAST 12" LONG LOCATIONS OF PLUMBING FIXTURES. FOR PIPING 2" AND SMALLER, PROVIDE 12" LONG SADDLES FOR 2"V 2"V H. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ALL 212" PIPE AND LARGER ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS BEFORE INSTANTANEOUS COMMENCING ANY WORK. 4 WATER HEATER DETAIL I. SLEEVE AND SEAL ALL PIPE PENETRATIONS OF WALLS AND FLOORS. APPLY SCALE: 1/2" = 1'-0" 9 INTUMESCENT FIRE SAFING COMPOUND AT PENETRATIONS OF FIRE-RATED SINGLE HORIZONTAL RUNS WITH VAPOR WALLS AND FLOORS, MAINTAINING INTEGRITY AND RATING OF FIRE BARRIER INSULATION SEPARATION. SLEEVES THROUGH FLOORS SHALL EXTEND 2" ABOVE FLOOR, BE GROUTED INTO PLACE AND WATERPROOFED. PIPING THROUGH EXTERIOR WALLS SHALL BE SLEEVED AND SEALED WEATHER TIGHT WITH SILICONE PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 1 CLEVIS HANGER DETAIL CAULK. 1 ENLARGED PLUMBING PLAN N.T.S. J. SANITARY WASTE AND VENT PIPE SHALL BE CAST IRON WITH NO-HUB FITTINGS WASH TUB WASTE/VENT N Project No.: 25.0626 OR SCHEDULE 40 PVC. SCALE: 1/4" = 1'-0" Drawn By: MLZ K. DOMESTIC WATER PIPES SHALL BE TYPE "L" COPPER ABOVE GROUND / SLAB SMARTWAY INTERCEPTOR (A41-625) WITH AND TYPE "K" COPPER BELOW GRADE / SLAB. INSTALL DIELECTRIC UNIONS AT Date Issue TUBE PROVIDED BY TSC AND INSTALLED IN CONNECTION TO DISSIMILAR METALS. 05-09-25 BID/PERMIT BASIN BY G.C. L. ALL DOMESTIC COLD, HOT AND TEMPERED WATER PIPING TO BE INSULATED 6-2-25 1 REVISION 1 WITH RIGID FIBERGLASS INSULATION WITH TYPE 'ASJ' JACKET. COLD WATER ENDURA IN-LINE DRAIN STRAINER (393243AW) FINISHED PIPES TO HAVE 1/2" THICK INSULATION. DOMESTIC HOT AND TEMPERED WATER PROVIDED AND INSTALLED BY G.C. DRAIN INTO FLOOR CLEANOUT PIPES TO HAVE 1" THICK INSULATION. FLOOR SINK WITH AIR GAP. INSTALL WITH ACCESS CAP FACING AWAY FROM WALL, TYP. M. WHEN SUBMITTING SHOP DRAWINGS FOR PLUMBING FIXTURES, PLUMBING CONTRACTOR TO PROVIDE SEPARATE WATER CLOSET FIXTURE CUTS SHOWING FLUSH HANDLES ON APPROPRIATE SIDES OF TANK FOR ADA ACCESS. PVC PIPE TOP OF FLOOR SINK TO BE LEVEL WITH N. PVC PIPING IS NOT ALLOWED TO BE INSTALLED ABOVE GRADE UNLESS DRAIN PIPE TO OPEN FINISHED FLOOR. PERMITTED BY CODE AND IS NOT ALLOWED TO BE INSTALLED IN RETURN AIR SIDE OF HALF GRATE IN PLENUMS. FLOOR SINK, TYP. CENTER FLOOR SINK PVC 45 STREET EL BENEATH TUB O. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH SCREWED OR WELDED FITTINGS AND GASKET TYPE UNIONS AND FLANGES. ALL GAS PIPING INSTALLED OUTDOORS SHALL BE COATED WITH A YELLOW CORROSION RESISTANT PAINT. SEWER OUTLET PLUG FOR FUT. CONN. P1.0 PVC PIPE 3 WASH TUB AT FLOOR SINK 2 INTERIOR CLEANOUT DETAIL N.T.S. PLUMBING PLAN N.T.S. PANEL: MAIN: 225A MAIN CIRCUIT BREAKER VOLTAGE: 120/208 C-1 (EXIST) PHASE: 3 WIRE: 4 BUS AMPS: 250 AIC: EXIST X KEYED NOTE SCHEDULE MOUNTING: RECESSED LOCATION: STORAGE ROOM/UNDER STAIRS FEED THRU LUGS: NO ISOLATED GROUND BUS: NO 1. ENSURE ALL EXISTING SITE POLE AND INTERIOR/EXTERIOR LIGHTING FIXTURES ARE IN GOOD WORKING ORDER. REPAIR AND/OR REPLACE FIXTURES AS NEEDED. BID AS ALTERNATE IF CKT NOTE BKR LOAD DESCRIPTION KVA AÃ˜ BÃ˜ CÃ˜ KVA LOAD DESCRIPTION BKR NOTE CKT REPAIRS ARE NEEDED. LIGHT FIXTURE ABOVE PET WASH 1 20/1 EXISTING LOAD 0.0 0.0 0.0 EXISTING LOAD 20/1 2 2. COORDINATE EXACT LOCATION OF ALL LIGHTING FIXTURES WITH ARCHITECTURAL TO BE MOUNTED 12" ABOVE REFLECTED CEILING PLAN. ALUMINUM MESH CEILING UNLESS 3 20/1 EXISTING LOAD 0.0 0.0 0.0 EXISTING LOAD 20/1 4 1 AHJ REQUIRES ALTERNATIVE 3. CIRCUIT EMERGENCY BALLAST/BATTERY BACKUP TO UNSWITCHED CONTINUOUSLY HOT LOCATION. 5 20/1 EXISTING LOAD 0.0 1.7 1.7 PETWASH DRYER RCPT 20/1 E 6 E CONDUCTOR OF CIRCUIT INDICATED. 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com 1 7 20/1 EXISTING LOAD 0.0 1.7 1.7 PETWASH DRYER RCPT 20/1 E 8 E TABLE OS TABLE 9 20/1 EXISTING LOAD 0.0 0.0 0.0 SPARE 20/1 10 PET RETAIL SALES WASH 2 11 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 12 WOMEN GENERAL NOTES: DRYER CONNECT PETWASH 102 112 DRYER YE LIGHT TO EXISTING 110 13 20/1 EXISTING LOAD 0.0 0.5 0.5 PETWASH WATER HEATER (WH-1) 20/1 E 14 E 3 15,234 SF A. ALL DEVICES, EQUIPMENT, FIXTURES, ETC. MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING 156 SF CIRCUIT SERVING 108 SF 15 20/1 EXISTING LOAD 0.0 0.0 0.0 SPARE 20/1 16 CONDUCTOR. MECHANICAL/ELECTRICAL BONDS OF THE METALLIC RACEWAY SYSTEM SHALL ALSO BE THIS AREA. MAINTAINED. 17 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 18 B. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS 19 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 20 TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED A LIMIT OF 3%. FD 21 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 22 NOT IN SCOPE C. CIRCUITS MAY BE COMBINED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER FD 23 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 24 CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. 25 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 26 D. ALL CONDUITS SHALL CONTAIN A GROUND WIRE SIZED PER NEC TABLE #250-122. WHERE CIRCUIT 27 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 28 CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY (ACCORDING TO CIRCULAR MIL AREA) FROM THE SIZE REQUIRED BY NEC TABLE #250-122. FD 29 20/1 SPARE 0.0 0.0 0.0 SPARE 20/1 30 FD E. EXPOSED CONDUITS, WHERE PERMITTED, SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO BUILDING 31 SPACE SPACE 32 STRUCTURAL MEMBERS. FD 33 SPACE SPACE 34 F. ALL DEVICE COVER PLATES SHALL BE WHITE UNLESS NOTED OTHERWISE. 35 SPACE SPACE 36 IT/ELECT. MGR'S EMPLOYEE STORAGE 06/03/2025 G. PROVIDE FUNCTIONAL TESTING FOR LIGHTING CONTROLS AND ALL REQUIRED REPORTING AND CLOSET OFFICE LOUNGE MEN 25 DOCUMENTATION PER ENERGY CODE REQUIREMENTS. - 37 SPACE SPACE 38 111 107 108 109 399 SF 39 SPACE SPACE 40 155 SF 320 SF 313 SF 99 SF Design and construction documents as instruments of services are given in confidence and remain the property of Onyx 41 SPACE SPACE 42 Creative. The use of this design and these construction documents for purposes other NOTES: NOTES: ERRC COMPLIANCE/TESTING than the specific project named herein is TOTAL KVA PER PHASE: 2.2 0.0 1.7 strictly prohibited without expressed written L HANDLE LOCK LZ1A ROUT THRU RELAY ZONE #1A (EMPLOYEE) c on s en t o f O ny x C r e at i v e. GFI GROUND FAULT INTERRUPTING LZ1B ROUT THRU RELAY ZONE #2B (CUSTOMER) WHERE REQUIRED BY THE AHJ, CONTRACTOR SHALL ENGAGE AN INDEPENDENT EMERGENCY RESPONDER AFI ARC FAULT INTERRUPTING TOTAL KVA: 3.9 LZ3 ROUT THRU RELAY ZONE #3 (EXTERIOR) RADIO COVERAGE (ERRC) TESTING COMPANY TO VERIFY SIGNAL STRENGTH INSIDE OF BUILDING (AFTER PET WASH N CD CONTINUOUS DUTY N NEW LOAD CONNECTED TO NEW BREAKER, MATCH AIC COMPLETION OF CONSTRUCTION & PLACEMENT OF MERCHANDISE), INCLUDING ALL CRITICAL REQUIRED LIGHTING PLAN H HACR RATED TOTAL AMPS: 10.8 E NEW LOAD CONNECTED TO EXISTING BREAKER AREAS. IF SIGNAL STRENGTH IS NOT ADEQUATE TO THE AHJ STANDARDS, CONTACT AOR FOR ERRC IMPROVEMENT PACKAGE. SCALE: 3/32" = 1'-0" PANEL NOTES: E NEW LOAD CONNECTED TO EXISITNG BREAKER. LIGHT FIXTURE SCHEDULE MANUFACTURER FIXTURE MARK SYMBOL MOUNTING LAMPS VOLTAGE DESCRIPTION CATALOG NO. WATTS METALUX 9000 LUMEN LED Y SURFACE 66 UNIV. 8' LED STRIP WITH LENS AND GASKET 8VT2-LD5-9-DR-UNV-L850-CD1-WL-U 5000K METALUX 9000 LUMEN LED SAME AS `Y' BUT PROVIDE WITH INTEGRAL YE SURFACE 66 UNIV. 8VT2-LD5-9-DR-UNV-EL10W-CD1-WL-U 5000K EMERGENCY BATTERY NOTES: 1. EC SHALL ORDER LIGHTING FIXTURES & POWER POLES THROUGH TRACTOR SUPPLY COMPANY'S NATIONAL AGREEMENT WITH VILLA LIGHTING EXISTING 75KVA SUPPLY, INC. CONTACT ANNE VOELKER (TRACTORSUPPLY@VILLALIGHTING.COM) AT 314-633-0554 FOR ORDER PLACEMENT. SUSPENDED STEP-DOWN 2. EC IS NOT RESPONSIBLE FOR PURCHASING LIGHTING FIXTURES & POWER POLES AS VENDOR WILL INVOICE TRACTOR SUPPLY DIRECTLY. XFMR EXISTING EXISTING EXISTING EXISTING EXISTING PANEL 'M' PANEL 'A' PANEL 'B' PANEL 'C-1' PANEL 'C-2' 277/480V, 277/480V 120/208V 120/208V 120/208V 3P, 4W 3P, 4W 3P, 4W 3P, 4W 3P, 4W 600A 100A 125A 250A 125A MCB MLO MCB MLO MLO TO EXISTING C.T. CABINET, SERVICE DISCONNECT AND EXISTING FEEDER PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 UTILITY METER EXISTING FEEDERS Project No.: 25.0626 EXISTING 45KVA Drawn By: DW FLOOR MOUNTED Date Issue STEP-DOWN XFMR 05-09-25 BID/PERMIT 1 ONE-LINE DIAGRAM 06-02-25 1 REVISION 1 N.T.S. E1.0 1 LIGHTING PLAN 25001 Emery Road, Suite 400 Cleveland, Ohio 44128 216.223.3200 onyxcreative.com FEED STOCKROOM 205a 2,154 SF NOT IN SCOPE ADJACENT TENANT STOCKROOM 105 5,703 SF EXISTING ELECTRICAL GEAR TO REMAIN. 06/03/2025 25 FD Design and construction documents as instruments of services are given in confidence and remain the property of Onyx Creative. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written c on s en t o f O ny x C r e at i v e. FD NOT IN SCOPE RETAIL SALES NOT IN SCOPE RETAIL SALES PET WASH PROJECT STORE #2111 17020 SMOKEY POINT BLVD, STE A ARLINGTON, WA, 98223 CK ALT 102 23,947 SF Project No.: 25.0626 Drawn By: MJM Date Issue NOT IN SCOPE PET 05-09-25 BID/PERMIT WASH 06-02-25 1 REVISION 1 112 243 SF TABLE WP/GFI/48" TABLE C-14 CORRIDOR C-6 DRYER DRYER C-8 106 WH-1 288 SF STORAGE ROOM FIRE 114 SPRINKLER JANITOR WOMEN 156 SF ROOM FD 103 FD NOT IN SCOPE 110 44 SF FITTING 113 67 SF ROOM 22 SF 104 IT/ELECT. MGR'S MEN VESTIBULE CLOSET OFFICE FD 109 101 FD 111 107 159 SF 153 135 SF 185 SF FD E2.0 1 EMPLOYEE EXISTING PANELS POWER PLAN N LOUNGE C-1/C-2 TO REMAIN. 3/32" = 1'-0" 108 368 SF POWER PLAN CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: CONTRACTOR: JOB ADDRESS: LOT NUMBER TYPE GROUP NATURE of WORK: USE of BUILDING: PERMIT No: DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360) 403-3417 UNDERFLOOR SHEARWALL PLUMBING (groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING & VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATED WALLS) CEILING GRID STRUCTURAL SLAB CROSS CONNECTION CONTROL IN PREMISE (360) 403-3417 GRADING TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING, SIGNAGE & MARKINGS LANDSCAPING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360) 403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360) 403-3526 SIDE SEWER/ CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL (360) 403-3417 HYDRO/FLUSH UNDERGROUND**INCL FDC FIRE ALARM /AUTOMATIC SPRINKLER HOOD SUPPRESSION SYSTEM FINAL FIRE WALK-THROUGH (360) 403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE Permit #: 6532 Permit Date: 06/05/25 Permit Type: COMMERCIAL ALTERATION Project Name: Tractor Supply Store - Pet Wash Applicant Name: Lina Duque, Bureau Veritas on behalf of Tractor Supply Applicant Address: 16800 Greenspoint Park Drive Applicant, City, State, Zip: Houston, TX Contact: Lina Duque Phone: 718 757-1623 Email: lina.duque@bureauveritas.com Scope of Work: Adding a self-service pet washroom, adjacent to the existing sales floor Valuation: 20000.00 Square Feet: 33423 Number of Stories: 1 Construction Type: llB Occupancy Group: M; Mercantile ID Code: Permit Issued: 07/15/2025 Permit Expires: 05/12/2026 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel # Address Legal Description Owner Name Owner Phone Zoning 17020 SMOKEY POINT SMOKEY POINT 549 Other Retail 00482800000104 BLVD PROPERTY LLC Trade - Food NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License # 9980 Irvine CONSTRUCTION Bogart Construction Inc 9494531400 UBI 602 694 207 Center Dr Ste 200 CONTRACTOR 9980 Irvine CONSTRUCTION Construction Bogart Construction Inc 9494531400 BOGARCI934CO Center Dr Ste 200 CONTRACTOR Contractor Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status C20. BUILDING 12/22/2025 12/23/2025 12/23/2025 BUILDING Approved FINAL 11/13/2025 C09. FRAMING 11/13/2025 11/13/2025 BUILDING Approved C04. PLUMBING 10/30/2025 11/03/2025 11/03/2025 BUILDING Approved GROUNDWORK C08. PLUMBING 10/30/2025 11/03/2025 11/03/2025 BUILDING Approved ROUGH-IN Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 06/11/2025 BUILDING Approved ALTERATION COMMERCIAL 06/11/2025 AIRPORT In Review ALTERATION COMMERCIAL No civil concerns. Water and Wastewater may have Development 06/11/2025 Approved ALTERATION comments on backflow or pretreatment requirements. Services Manager COMMERCIAL 06/11/2025 No land use concerns PLANNING Approved ALTERATION COMMERCIAL 06/11/2025 Marysville Utilities, KS & LT PW-ADMIN-GIS Approved ALTERATION COMMERCIAL 06/11/2025 Marysville utilities, JW PW-SEW-REV Approved ALTERATION COMMERCIAL 06/11/2025 Marysville Utilities, Gus PW-WAT-REV Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $312.71 Credit Card Service $9.38 Processing/Technology $25.00 Building Permit Table 4-1 $481.09 State Surcharge - Commercial Commercial Only $25.00 Credit Card Service $15.93 Total $869.11 Attached Letters Date Letter Description 07/15/2025 Building Permit 06/05/2025 Web Form - Building Application Payments Date Paid By Description Payment Type Accepted By Amount 06/09/2025 Raelynn Jones $9.38 XBP Conf: 06/09/2025 $312.71 233653655 XBP Conf: 07/15/2025 $531.09 237152741 07/15/2025 Juan Duque 237152741 $15.93 Outstanding Balance $0.00 Uploaded Files Date File Name 07/15/2025 27344556-2025_BLD6532_IssuedPermit.pdf 07/15/2025 27344554-20250605_BLD6532_Approved Plans.pdf 06/05/2025 7a1a1c7737d34f7385801ce77cf2ea2d_tsc_2111_-_updated-commercial-tenant-improvement-application.pdf 06/05/2025 1426de21658fa52dadbb6a11cbc513cb_2025-06-03_tsc_pet_wash_arlington_wa_revision_1_docs_1_.pdf