The URL can be used to link to this page

Home My WebLink AboutIND2025-002815P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORMS\DSPERMITAPPLICATIONS 1/02-Rev.11/04,5/06,2/07,11/09,4/11,2/19 DATE OF ISSUANCE: ______________ PERMIT #: _______________________ BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY – COMPLETE ENTIRE FORM) JOB ADDRESS: ________________________________________________________SUITE #____________ LOT: ______________ BLOCK: _____________ SUBDIVISION: _____________________________________________________ BUILDING CONTRACTOR (company name): _____________________________________________________ CURRENT MAILING ADDRESS: ______________________________________________________________________________ CITY/STATE/ZIP: _____________________________________________PH: # __________________Fax #___________________ PROPERTY OWNER: ______________________________________________________________________ CURRENT MAILING ADDRESS: ______________________________________________________________________________ CITY/STATE/ZIP: ______________________________________________ PHONE NUMBER: ___________________________ PROJECT VALUE: $_______________________________________ FIRE SPRINKLERED? YES _______ NO _______ WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC ____ PLUMBING ____ MECHANICAL ____ DESCRIPTION OF WORK TO BE DONE: ______________________________________________________________________ USE OF BUILDING OR STRUCTURE: _________________________________________________________________________ NAME OF BUSINESS: ____________________________________________________________________________________ Total Square Footage under roof: ___________________ Square Footage of alteration/addition: ______________________ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: _______________________________________________ (Not required for 1 & 2 family dwellings) I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: ______________________________________ SIGNATURE______________________________________________ PHONE #: ________________________________________________ EMAIL: _____________________________________________________ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES____ NO ____ Front: Electrical Division: Building Depth: Left: Plumbing Zoning: Building Width: Rear: Mechanical Occupancy Load: Grease Trap Right: Hood Plan Review Approval: Date: Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: 3200 Stone Myers Parkway 1A A Stone Myers Business Park TBD Big Grapevine Investors LLC, c/o Box Investment Group 741 Timber Ridge Lake Rd Graham, TX 76450 972-897-2060 Y Y Y Y New 42,000 square foot speculative shell building Office, Showroom, Warehouse TBD, Speculative shell building 42,000 x Jeff Cook 972-955-3218 jeff@rgaarchitects.com x 4,292,440 ADDRESS 3200 Stone Myers Pkwy. Grapevine, TX 76051 LEGAL Stone Myers Business Park Blk A Lot 1A PERMIT HOLDER Liam Roetzel The Conlan Company (469) 522-7012 COLLABORATORS •Jeff Cook RGA Architects (817) 430-3382 •Liam Roetzel The Conlan Company (469) 522-7012 OWNERS •Projecthandup TENANTS •Speculative Shell Building OTHER CONTACTS •Box Investment Group, LLC INSPECTIONS 21 1. Building Setback 2. Building Tree Inspection 3. Building Foundation/Footing 4. Building Pier 5. Building Bracing / Sheathing 6. Building Framing 7. Building Wall Tie Inspection 8. Tilt Wall Inspection 9. Building Drive Approach 10. Paving Inspection 11. Sidewalk Inspection 12. Building Energy Code 13. Building Termite Verification 14. Lighting Survey 15. Special Inspection 16. Final Fire Dept Inspection 17. Final Public Works Inspection 18. Lot Drainage Inspection 19. Landscaping 20. Building Final 21. Final Building C/O Inspection INFORMATION FIELDS **APPLICANT NAME (Individual)Jeff Cook **APPLICANT PHONE NUMBER 972-955-3218 APPLICANT E-MAIL jeff@rgaarchitects.com **NAME OF BUSINESS TBD - Speculative shell building only. VALUATION 4292440 Square Footage 42000 Acreage 5.298 What is use of Building/Structure?Office / Warehouse / Showroom * CONSTRUCTION TYPE IIB * OCCUPANCY GROUP B/S-1 DOCUMENTS - MISC 01 APPLICATION.pdf, TDLR.pdf DOCUMENTS - MISC 02 CONSTRUCTION PLANS.pdf DOCUMENTS - MISC 04 3200 SM - MECH ComCheck.PDF, COMcheck- Web_compliance_report_20250807_141 229_355.PDF, 2025.08.01 SM 3200 ELECTRICAL - IFP SET.pdf, 2025.08.01 SM 3200 PLUMBING - IFP SET.pdf, 2025.08.04 3200 SM HVAC - IFP SET.pdf City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - New Industrial Project # 25-002815 Project Description: Construct New Speculative Shell Building (Office, Showroom, Warehouse) (C/O Shell Building 25-003018) [ELECTRONIC REVIEW] Issued on: 08/28/2025 at 10:45 AM MYGOV.US 25-002815, 08/28/2025 at 10:45 AM Issued by: Courtney Cogburn Page 1/3 APPROVED TO ISSUE ELECTRIC YES APPROVED TO ISSUE PLUMBING YES Fire Sprinkler System?YES APPROVED TO ISSUE MECHANICAL YES * ZONING DISTRICT CC INFORMATION FIELDS FEE TOTAL PAID DUE Building Permit, Plan Review $ 15,577.25 $ 15,577.25 $ 15,577.25 Commercial Lot Drainage Fee $ 1,851.15 $ 1,851.15 $ 1,851.15 *Building Permit Fee (Value)$ 23,965.00 $ 23,965.00 $ 23,965.00 5% Inspection Fee Streets & Drainage (5S&D)$ 2,283.66 $ 2,283.66 $ 2,283.66 5% Inspection Fee Water & Sewer (5W&S) - Water Tower Cell Equipment $ 4,045.69 $ 4,045.69 $ 4,045.69 TOTALS $ 47,722.75 $ 47,722.75 $ 0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). August 28, 2025 Signature Date City of Grapevine Building - New Industrial Project # 25-002815 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. MYGOV.US 25-002815, 08/28/2025 at 10:45 AM Issued by: Courtney Cogburn Page 2/3 COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Project Title: 90.1 (2019) Standard Project Type:New Construction Location:Grapevine, Texas Climate Zone:2a Construction Site: 3200 Stone Myers Parkway Grapevine, Texas 76051 Owner/Agent: Texas Designer/Contractor: Chris Hoover 24 Hour, Ltd. 8911 Directors Row Dallas, Texas 75247 214-630-3000 Project Information Energy Code: Grapevine Industrial Mechanical Systems List Quantity System Type & Description Heating: 1 each - Unit Heater, Gas, Capacity = 250 kBtu/h Proposed Efficiency = 81.00% Ec, Required Efficiency: 80.00 % Ec 2 HVAC System (Unknown w/ PerimeterSystem): Heating: 1 each - Unit Heater, Electric, Capacity = 12 kBtu/h No minimum efficiency requirement applies 1 HVAC System (Unknown w/ PerimeterSystem): Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (2019) Standard requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 81 ofPage Chris Hoover - President 08/04/2025 Inspection Checklist Requirements: 0.0% were addressed directly in the COMcheck software COMcheck Software Version COMcheckWeb Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 90.1 (2019) Standard Section # & Req.ID Plan Review Complies?Comments/Assumptions 4.2.2, 6.4.4.2.1, 6.7.2 [PR2]1 Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Complies Does Not Not Observable Not Applicable 4.2.2, 8.4.1.1, 8.4.1.2, 8.7 [PR6]2 Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Complies Does Not Not Observable Not Applicable 4.2.5.2 [PR5]1 Commissioning shall be performed as stated in Sections 5.9.2, 6.9.2, 7.9.2, 8.9.2, 9.9.2, 10.9.2, 11.2(d), and G1.2.1(c). Commissioning must utilize ASHRAE/IES Standard 202 or other generally accepted engineering standards acceptable to the building official. FPT and verification requirements for commissioning are as stated in Section 4.2.5.1. Commissioning shall document compliance of the building systems, controls, and building envelope with required provisions of this standard. Commissioning requirements shall be incorporated into the construction documents. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 82 ofPage Section # & Req.ID Footing / Foundation Inspection Complies?Comments/Assumptions 6.4.3.7 [FO9]3 Freeze protection and snow/ice melting system sensors for future connection to controls. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 83 ofPage Section # & Req.ID Mechanical Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 6.4.1.4, 6.4.1.5 [ME1]2 HVAC equipment efficiency verified. Non-NAECA HVAC equipment labeled as meeting 90.1. Efficiency:_____Efficiency:_____Complies Does Not Not Observable Not Applicable See the Mechanical Systems list for values. 6.4.3.4.1 [ME3]3 Stair and elevator shaft vents have motorized dampers that automatically close. Complies Does Not Not Observable Not Applicable 6.4.3.4.5 [ME39]3 Enclosed parking garage ventilation has automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. Complies Does Not Not Observable Not Applicable 6.4.3.4.4 [ME5]3 Ventilation fans >0.75 hp have automatic controls to shut off fan when not required. Complies Does Not Not Observable Not Applicable 6.4.3.8 [ME6]1 Demand control ventilation provided for spaces >500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. Complies Does Not Not Observable Not Applicable 6.5.3.2.1 [ME40]2 DX cooling systems >= 75 kBtu/h (>= 65 kBtu/h effective 1/2016) and chilled-water and evaporative cooling fan motor hp >= ¼ designed to vary supply fan airflow as a function of load and comply with operational requirements. Complies Does Not Not Observable Not Applicable See the Mechanical Systems list for values. 6.4.4.1.1 [ME7]3 Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. Complies Does Not Not Observable Not Applicable 6.4.4.1.3 [ME9]2 HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. _____ in._____ in.Complies Does Not Not Observable Not Applicable 6.4.4.1.4 [ME41]3 Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. Complies Does Not Not Observable Not Applicable 6.4.4.2.2 [ME11]3 Ductwork operating >3 in. water column requires air leakage testing. Complies Does Not Not Observable Not Applicable 6.5.2.3 [ME19]3 Dehumidification controls provided to prevent reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 84 ofPage Section # & Req.ID Mechanical Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 6.5.2.4.1 [ME68]3 Humidifiers with airstream mounted preheating jackets have preheat auto-shutoff value set to activate when humidification is not required. Complies Does Not Not Observable Not Applicable 6.5.2.4.2 [ME69]3 Humidification system dispersion tube hot surfaces in the airstreams of ducts or air- handling units insulated >= R- 0.5. Complies Does Not Not Observable Not Applicable 6.5.2.5 [ME70]3 Preheat coils controlled to stop heat output whenever mechanical cooling, including economizer operation, is active. Complies Does Not Not Observable Not Applicable 6.5.2.6 [ME106]3 Units that provide ventilation air to multiple zones and operate in conjunction with zone heating and cooling systems are prevented from using heating or heat recovery to warm supply air above 60°F when representative building loads or outdoor air temperature indicate that most zones demand cooling. Complies Does Not Not Observable Not Applicable 6.5.3.3 [ME42]3 Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. Complies Does Not Not Observable Not Applicable See the Mechanical Systems list for values. 6.5.4.2 [ME25]3 HVAC pumping systems with >= 3 control values designed for variable fluid flow (see section details). Complies Does Not Not Observable Not Applicable 6.5.7.2.1 [ME32]2 Kitchen hoods >5,000 cfm have make up air >=50% of exhaust air volume. Complies Does Not Not Observable Not Applicable 6.5.7.2.4 [ME49]3 Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. Complies Does Not Not Observable Not Applicable 6.5.8.1 [ME34]2 Unenclosed spaces that are heated use only radiant heat. Complies Does Not Not Observable Not Applicable 6.4.3.9 [ME63]2 Heating for vestibules and air curtains with integral heating include automatic controls that shut off the heating system when outdoor air temperatures > 45F. Vestibule heating and cooling systems controlled by a thermostat in the vestibule with heating setpoint <= 60F and cooling setpoint >= 80F. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 85 ofPage Section # & Req.ID Mechanical Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 6.5.10 [ME73]3 Doors separating conditioned space from the outdoors have controls that disable/reset heating and cooling system when open. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 86 ofPage Section # & Req.ID Rough-In Electrical Inspection Complies?Comments/Assumptions 8.4.2 [EL10]2 At least 50% of all 125 volt 15- and 20-Amp receptacles are controlled by an automatic control device. Complies Does Not Not Observable Not Applicable 8.4.3 [EL11]2 New buildings have electrical energy use measurement devices installed. Where tenant spaces exist, each tenant is monitored separately. In buildings with a digital control system the energy use is transmitted to to control system and displayed graphically. Complies Does Not Not Observable Not Applicable 10.4.1 [EL9]2 Electric motors meet requirements where applicable. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 87 ofPage Section # & Req.ID Final Inspection Complies?Comments/Assumptions 6.4.3.1.2 [FI3]3 Thermostatic controls have a 5 °F deadband. Complies Does Not Not Observable Not Applicable 6.4.3.2 [FI20]3 Temperature controls have setpoint overlap restrictions. Complies Does Not Not Observable Not Applicable 6.4.3.3.1 [FI21]3 HVAC systems equipped with at least one automatic shutdown control. Complies Does Not Not Observable Not Applicable 6.4.3.3.2 [FI22]3 Setback controls allow automatic restart and temporary operation as required for maintenance. Complies Does Not Not Observable Not Applicable 6.4.3.6 [FI6]3 When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Humidity control prohibits the use of fossil fuel or electricity to produce RH > 30% in the warmest zone humidified and RH < 60% in the coldest zone dehumidified. Complies Does Not Not Observable Not Applicable 6.7.2.1 [FI7]3 Furnished HVAC as-built drawings submitted within 90 days of system acceptance. Complies Does Not Not Observable Not Applicable 6.7.2.2 [FI8]3 Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Complies Does Not Not Observable Not Applicable 6.7.2.3 [FI9]1 An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. Complies Does Not Not Observable Not Applicable 10.4.3 [FI24]2 Elevators are designed with the proper lighting, ventilation power, and standby mode. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: Grapevine Industrial 08/04/25Report date: 88 ofPage COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Title: 90.1 (2019) Standard Project Type:New Construction Construction Site: Grapevine Industrial 665 Wesport Grapevine, Texas 76051 Owner/Agent: Texas Designer/Contractor: Josue Garmon OWL Services 5631 Stratum Dr Fort Worth, Texas 76137 8175891545 efrain.diaz@owlservices.com Project Information Energy Code: 25-1381 3200 Stone Myers 2 (Light industrial area with limited nighttime use (LZ2))Exterior Lighting Zone Allowed Exterior Lighting Power A Area/Surface Category B Quantity C Allowed Watts / D Tradable Wattage E Allowed Watts (B X C) Parking area 189415 ft2 0.04 Yes 7577 Total Tradable Watts (a) = Total Allowed Watts = Total Allowed Supplemental Watts (b) = 7577 7577 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power E (C X D) D Fixture Watt. A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixture Parking area (189415 ft2): Tradable Wattage LED: SA: Other:1 10 190 1900 LED: SD: Other:1 6 10 62 LED: F: Other:1 5 65 326 LED: X: Other:1 8 1 6 LED: XE: Other:1 6 2 11 LED: EM: Other:1 2 1 2 2309Total Tradable Proposed Watts = Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 90.1 (2019) Standard requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Exterior Lighting PASSES: Design 71% better than code Project Title: Data filename: 25-1381 3200 Stone Myers 08/07/25Report date: 51 ofPage Name - Title Signature Date Project Title: Data filename: 25-1381 3200 Stone Myers 08/07/25Report date: 52 ofPage Inspection Checklist Requirements: 100.0% were addressed directly in the COMcheck software COMcheck Software Version COMcheckWeb Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 90.1 (2019) Standard Section # & Req.ID Plan Review Complies?Comments/Assumptions 4.2.2, 8.4.1.1, 8.4.1.2, 8.7 [PR6]2 Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Complies Does Not Not Observable Not Applicable 9.7 [PR8]1 Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Complies Does Not Not Observable Not Applicable Requirement will be met. Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: 25-1381 3200 Stone Myers 08/07/25Report date: 53 ofPage Section # & Req.ID Rough-In Electrical Inspection Complies?Comments/Assumptions 8.4.2 [EL10]2 At least 50% of all 125 volt 15- and 20-Amp receptacles are controlled by an automatic control device. Complies Does Not Not Observable Not Applicable 8.4.3 [EL11]2 New buildings have electrical energy use measurement devices installed. Where tenant spaces exist, each tenant is monitored separately. In buildings with a digital control system the energy use is transmitted to to control system and displayed graphically. Complies Does Not Not Observable Not Applicable 9.4.1.4 [EL3]2 Automatic lighting controls for exterior lighting installed. Complies Does Not Not Observable Not Applicable Requirement will be met. 9.4.1.4d [EL21]2 Outdoor parking area luminaires >= 78W and <= 24 ft height controlled to reduce wattage by 50% when area unoccupied over 15 minutes. Controlled power limited to <= 1500W. Complies Does Not Not Observable Not Applicable Requirement will be met. Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: 25-1381 3200 Stone Myers 08/07/25Report date: 54 ofPage Section # & Req.ID Final Inspection Complies?Comments/Assumptions 9.4.2 [FI19]1 Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Complies Does Not Not Observable Not Applicable See the Exterior Lighting fixture schedule for values. Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Data filename: 25-1381 3200 Stone Myers 08/07/25Report date: 55 ofPage A0.00 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 VICINITY MAP PROJECT / CODE DATA Building Codes 2021 International Building Code 2021 International Plumbing Code 2021 International Mechanical Code 2021 International Fuel Gas Code 2020 National Electrical Code 2021 International Fire Code 2021 International Energy Conservation Code TAS 2012 Texas Accessibility Standards With City of Grapevine Amendments Construction Type Type II-B / Fully Sprinklered (ESFR) Occupancy Types S-1 / B (Future office area TBD) Zoning of Site LI - "Light Industrial" Use Warehouse / Office (future) Max. Parapet Height :41'-0" Building Area 42,000 square feet Site Area 5.298 acres (230,802 s.f.) Lot Coverage 18% Min. Parking Spaces Required Building 1:2000 = 21 spaces Handicap Parking 3 Spaces Parking Spaces Provided Building : 64 spaces Handicap parking: 4 spaces Allowable area per section 506.2 of the IBC for Building area : The area of any combination of group B, F, M or S, building no more than one story above grade plane of any construction type, provided with an automatic sprinkler system throughout in accordance with Section 903.3.1.1. Is 50,000 square feet. This project is for a speculative warehouse where the actual office or other use build-out square footage is unknown. Subsequent office build-out contracts will address additional requirements based on final use and occupancy. Parking required based on 1 space per 2,000 sf of building area. (Unseparated Uses per IBC Section: 508.3.2 - No Occupancy Separation Required) Architect 301 South Oak Street Suite 100 Roanoke, Texas 76262 Contact: Jeff Cook Tel: 817-430-3382 Cell: 972-955-3218 jeff@rgaarchitects.com Civil Engineer / Landscape ArchitectOwner 7557 Rambler Rm Suite 1400 Dallas, Texas 75231 Contact: Megan Markussen Tel: 972-235-3031 megan.markussen@westwoodps.comMasch Branch Rd., Denton, TX 76207 Contact: Todd Marchesani Tel: 972-897-2060 toddm@boxinvestmentgroup.com Structural Engineer 6300 Bridge Point Pkwy Suite 320 Austin, Texas 78730 Contact: Ryan Posluszny Tel: 214-760-7000 rposluszny@h-jinc.com Consulting Structural Engineers HUNT & OINER, NC.J I SITE N GRAPEVINE INDUSTRIAL 3200 STONE MYERS PARKWAY GRAPEVINE, TEXAS GRAPEVINE INDUSTRIAL 3200 STONE MYERS PARKWAY GRAPEVINE, TEXAS A0.01 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 INDEX OF DRAWINGS A0.00 Cover A0.01 Index of Drawings A0.02 General Notes A0.03 Egress Plan A0.04 Texas Accessibility Standards A0.05 Texas Accessibility Standards CIVIL & LANDSCAPE - UNDER SEPARATE COVER ARCHITECTURAL A1.00 Overall Site Plan A1.01 Building Site Plan / Parking Plan A1.02 Site Details A2.01 Overall Building Plan / Details A2.02 Corner Entry Enlargement / Details A3.01 Building Elevations A3.02 Building Elevations A4.01 Wall Sections A4.02 Wall Sections A4.03 Wall Sections A4.04 Wall Sections / Details A5.01 Overall Roof Plan A5.02 Roof Details / Roof Ladder Details A6.00 Window Schedule A7.01 Door & Hardware Schedule Dock Door Schedule A7.02 Door & Window Details STRUCTURAL S0-00 General Notes S0-01 General Information S0-02 General Diagrams and Schedules S0-03 Building Clear Height Section S1-00 Overall Foundation Plan / Enlarged Foundation Plan S2-00 Overall Roof Framing Plan S3-00 Foundation Sections S3-01 Panel Opening Sections / Enlarged Pilaster Details S3-02 Pilaster Section S4-00 Roof Framing Sections S4-01 Roof Framing Sections S5-00 Typical Panel Reinforcing Elevations S5-01 Typical Panel Reinforcing Elevations S5-02 Typical Panel Details S5-03 Typical Panel Details S6-00 Typical Details S6-01 Typical Details S6-02 Typical Details Key: Sheet issued with revisions Sheet issued-no revisions Pe r m i t S e t 6. 2 0 . 2 0 2 5 Pe r m i t S e t 6. 2 0 . 2 0 2 5 Pe r m i t S e t 6. 2 0 . 2 0 2 5 A0.02 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 1.CONTRACTOR TO VISIT SITE/BUILDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS. ARCHITECT/OWNER TO BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BID SUBMITTAL. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF CONDITIONS. 2.EACH CONTRACTOR OR SUB-CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, AND LICENSES REQUIRED FOR PROPER EXECUTION OF THE WORK. 4.EACH CONTRACTOR OR SUB-CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF ALL APPLICABLE LAWS AND ORDERS OF PUBLIC OFFICIALS WITH JURISDICTION FOR SAFETY OF PERSONS AND PROPERTY. 5.ALL WORK SHALL COMPLY WITH APPLICABLE CODES, LAWS, & REGULATIONS, INCLUDING BUT NOT LIMITED TO, BUILDING CODES, & THE TEXAS ACCESSIBILITY STANDARDS (T.A.S). CONTRACTOR TO MAKE CERTAIN THAT EXISTING SITE WORK/ACCESSIBLE ROUTE IS T.A.S. COMPLIANT. 6.FINISHED WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN INTENT AS EXPRESSED. ANY QUESTIONS CONCERNING COMPLETENESS OF WORK SHALL BE DIRECTED TO THE ARCHITECT. 7.CONTRACTOR SHALL PROTECT ALL WALLS, DOORS, FRAMES, EQUIPMENT, MATERIALS, ETC., AND REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OR DEMOLITION DURING THE COURSE OF WORK. 8.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, SITE GRADES, ETC. PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT COULD AFFECT THE DESIGN AND FINISH-OUT OF THE PROJECT. 9.DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. IN THE EVENT OF A DIMENSIONAL BUST OR OMISSION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR OWNER'S REPRESENTATIVE. 10.ALL DIMENSIONS ON THE OVERALL DIMENSION PLANS ARE TO THE CENTERLINE OF STRUCTURAL STEEL ELEMENTS AND EDGES OF CONCRETE. ALL DIMENSIONS TO PLUMBING / ELECTRICAL TO BE VERIFIED WITH MANUFACTURER'S DETAILS BY CONTRACTOR. ALL OTHER DIMENSIONS ARE TO FACE OF FRAMING MEMBER OR UNLESS NOTED OTHERWISE. 11.VERIFY WITH THE MANUFACTURER OR SUPPLIER THE SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT THAT IS TO BE FURNISHED BY OWNER OR OTHER CONTRACTORS PRIOR TO ANY CONSTRUCTION PERTAINING TO SAME HAS BEGUN. 12.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AND PERFORMING ALL WORK REQUIRED. 13.TRANSFORMER PAD AND CONCRETE-FILLED STEEL PIPE BOLLARDS ARE TO BE PART OF THE GENERAL CONTRACT. CONSTRUCTION TO BE PER UTILITY COMPANY REQUIREMENTS. 14.GENERAL CONTRACTOR TO INSTALL RAMPS AND SIGNAGE FOR ACCESSIBILITY PER CITY, STATE AND T.A.S. REQUIREMENTS. 15.OWNER TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY CODE AND AUTHORITY HAVING JURISDICTION. 16.PROVIDE KNOX BOXES @ ENTRANCES TO THE BUILDING OR SITE, WHERE INDICATED ON DRAWING, OR AS REQUIRED BY FIRE DEPARTMENT HAVING JURISDICTION. FINISH TO MATCH STOREFRONT WHERE APPLICABLE. 17.ALL PENETRATIONS IN FIRE-RATED CONSTRUCTION MUST BE SEALED WITH AN APPROVED FIRE-STOPPING MATERIAL. USG-THERMAFIBER SAFEING OR EQUAL. REPLACE ANY FIRE-PROTECTION THAT MAY BE DAMAGED DURING CONSTRUCTION. 18.PROVIDE LEVER-TYPE DESIGN DOOR HARDWARE COMPLYING WITH ACCESSIBILITY STANDARDS @ ALL DOORS. PROVIDE CLOSERS @ ALL DOORS INCLUDING MULTI-FIXTURE RESTROOMS. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. 19.ALL EGRESS DOORS TO BE OPERABLE WITHOUT THE USE OF KEY, SPECIAL EFFORT OR KNOWLEDGE, AS REQUIRED BY FIRE DEPARTMENT OF LOCAL JURISDICTION. 20.PROVIDE EXIT LIGHTING & BATTERY-POWER EMERGENCY LIGHTING PER CODE. 21.ALL NEW ELECTRICAL EQUIPMENT/PANELS TO BE MOUNTED ON CONCRETE WALLS IN THE ELECTRICAL ROOMS OR AS SHOWN IN THE DRAWINGS. 22.ALL ELECTRICAL SWITCHES, SWITCH PLATES, OUTLETS, OUTLET FACE PLATES, TELEPHONE / DATA FACE PLATES, ETC. TO BE WHITE LEXAN. 23.CONTRACTOR TO RUN CONDUIT w/ PULL STRINGS AS SHOWN ON THE PLAN AND MEASURE PULL TAPE. CONTRACTOR TO HAVE AN ON-SITE MEETING WITH THE ARCHITECT, OWNER REPRESENTATIVE, MEP ENGINEERS, AND ALL OTHER CONSULTANTS PRIOR TO SLAB AND PAVING POUR. 24.CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTING TEMPORARY BARRICADES OR SEPARATING SYSTEMS AS MAY BE APPROPRIATE TO MAINTAIN UNOBSTRUCTED EGRESS FROM ALL AREAS OF THE BUILDING AND TO PROTECT THE SAFETY OF CONSTRUCTION PERSONNEL AND OWNER'S PERSONNEL. 25.MAINTAIN STREET AND SITE DRAINS AND SEWERS OPEN FOR FREE DRAINAGE. 26.ALL TERMINATIONS TO BE IN CODE COMPLIANT ENCLOSURES OR J-BOXES. 27.ALL WOOD BLOCKING & PLYWOOD TO BE PLACED IN RATED ASSEMBLIES SHALL BE FIRE RETARDANT TREATED. 28.CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN REQUIRED PATH OF EGRESS. 29.PROVIDE NEAT, CLOSE FITTING OPENINGS FOR ALL MECHANICAL, PLUMBING AND ELECTRICAL PENETRATIONS. PROVIDE DAMPERS AS REQUIRED AT MECHANICAL OPENINGS IN RATED WALLS. INDIRECT-DIRECT PENDANT FIXTURE DESCRIPTIONSYMBOL NEW PARTITION DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL DEMO'D PARTITION WINDOW TYPE ID TAG DOOR ID TAG ROOM ID TAG PARTITION TYPE TAG ACCESSORY TAG KEYNOTE ID TAG ELEVATION ID TAG CEILING ELEVATION TAG BREAK LINE CENTER LINE INTERIOR ELEVATION ID TAG BUILDING/WALL SECTION TAG DETAIL REFERENCE TAG REVISION CLOUD AND ID TAG GRID LINE ID TAG ROOM 1 1 1 100'-0" FINISH FLR 110'-0" CL X/XAX.XX X AX.XX 1 /XA.XXXX INDIRECT-DIRECT LAY-IN FLUORESCENT RECESSED "CAN" FIXTURE PENDANT FIXTUREPR SURFACE MOUNTED LIGHT FIXTURE SYMBOLS LEGEND R ACCESS CONTROL CARD READER SHEET ORDER 1/A2.01 - 1 SHEET NUMBER IN EACH SERIES DESIGN DISCIPLINE ·A ARCHITECTURAL ·L LANDSCAPE ·C CIVIL ·S STRUCTURAL ·P PLUMBING ·M MECHANICAL ·E ELECTRICAL SHEET ORDER (ARCHITECTURAL ONLY) 1 SITE 2 FLOOR PLAN AND DETAILS 3 ELEVATIONS 4 BUILDING SECTIONS 5 ROOF PLAN 6 ROOM, DOOR, & WINDOW SCHEDULES DRAWING DETAIL SANDBLASTEDS/B MAXIMUMMAX. ANGLE STEELSTL. LOW POINT MANUFACTURER MASONRY MASONRY OPENING MEDIUM MECH/ELEC/PLUMB MECHANICAL METAL MINIMUM NOT IN CONTRACT NOT TO SCALE ON CENTER ON CENTER EACH WAY OPENING OVERHEAD PAINTED PLASTIC LAMINATE PROPERTY LINE, PLATE LINE PLUMBING PLYWOOD RADIUS REINFORCING REQUIRED RISER ROOF DRAIN ROOM ROUGH OPENING SCHEDULED SECTION SIMILAR SPECIFICATIONS SQUARE STANDARD STRUCTURAL THICK TREAD TOP OF CURB TOP OF PANEL TOP OF STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WELDED WIRE FABRIC WELDED WIRE MESH WITH WITH OUT WOODWD. W/O W/ WWM WWF VERT. U.N.O. TYP. T.O.S. T.O.P. T.O.C. TR. THK. STRUCT. STD. SPEC. SIM. SECT. SCHED. R.O. RM. R.D. R. REQ'D REINF. RAD., R. PLYWD. PLUMB. P. LAM. PTD. OH OPNG. O.C.E.W. O.C. N.T.S. N.I.C. MIN. MTL. MECH. MEP MED. M.O. MAS. MFR. L.P. HIGH POINT HEIGHT GYPSUM BOARD GAUGE GALVANIZED FLOOR FLASHING FINISH EXTERIOR EXPANSION JOINT EQUAL ELEVATION ELECTRIC WATER COOLER ELECTRICAL EACH WAY EACH DOWN SPOUT DOOR DIAMETER CONTROL JOINT CONTINUOUS CONSTRUCTION CONCRETE MASONRY UNIT CONCRETE COLUMN CENTER LINE CEILING BUILT UP ROOF BUILDING BOTTOM BOARD BLOCKING BEAM ARCHITECTURAL ALUMINUM ABOVE FINISH FLOOR HOLLOW METAL HORIZONTAL HOUR INSULATION INTERIOR JOINTJT. INT. INSUL. HR. HOR. HM H.P. HT. GYP. BD. GA. GALV. FLR. FLASH. FIN. EXT. EJ EQ. ELEV. EWC ELEC. E.W. EA. D.S. DR. DIA., CJ CONT. CONST. CMU CONC. COL. ® CLG. B.U. ROOF BLDG BOT. BD. BLK. BM. ARCH. ALUM. AFF ABBREVIATIONS HOSE BIBBH.B. ENLARGEDENL. ALUM. COMPOSITE PANELACP OVERFLOW DRAINO.D. BARRIER FREE RAMPBFR GENERAL NOTES THE TEXAS DEPARTMENT OF LICENSING (T.D.L.R.) AND REGULATION PLAN REVIEW AND INSPECTION SERVICE TABS2021 COMCHECK 06.04.2025Jeff Cook TS8x8x0.375 TS8x8x0.37 5 TS8x8x0. 3 7 5 TS8x8x0.375 TS8x8x0.37 5 TS8x8x0. 3 7 5 TS8x8x0.375 TS8x8x0.37 5 TS8x8x0. 3 7 5 FIRE PUMP ELECT A0.03 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 1/16" = 1'-0" EGRESS PLAN1 REQUIRED EGRESS DOOR REFER TO ELECTRICAL PLANS FOR LIGHTING DETAILS AND EMERGENCY EXIT REQUIREMENTS. EGRESS PLAN NOTES: THE TYPICAL TRAVEL PATH REPRESENTS THE MOST COMMON, ANTICIPATED EGRESS ROUTE IN A FULLY-RACKED WAREHOUSE - STARTING AT THE MIDPOINT OF THE BUILDING, EQUAL DISTANCE BETWEEN (4) REQUIRED EXITS. WITH A TYPICAL RACKING LAYOUT, OCCUPANTS IN THE WAREHOUSE PORTION OF THE BUILDING WILL HAVE ACCESS TO MULTIPLE EGRESS PATHS WITHIN 400'. FIRE DEPARTMENT ACCESS AND EGRESS DOOR SEPARATION DIMENSIONS ARE TAKEN FROM THE CENTER POINT OF THE DOOR. Space Occupancy Class Occupancy Group Area /Occ. Factor No. of Occupants Exit Width/Occ. Req'd. Exit Width Exit Width Provided Req'd. No. of Exits No. of Exits Provided** Proj. Office Office Business B 6,000 s.f./150 =40 0.2"8"160"1 4 Warehouse Warehouse Storage S-1 36,000 s.f./500 =72 0.2"14"160"2 4 Total Building Area 42,000 s.f.112 0.2"22"320"3 8 *Exit Analysis based on 400' allowed Travel Distance. Exits @ the Truck Court are NOT REQUIRED to be Accessible. **1 Access Door @ 104' O.C. at Building Perimeter for Fire Department Access ONLY. ***Speculative building. Office area is estimated. OCCUPANCY/EGRESS ANALYSIS BUILDING MIDPOINT EXTERIOR DOOR REQUIRED EGRESS DOOR FROM THE UTILITY ROOM, AND FIRE DEPARTMENT ACCESS TO INTERIOR ROOF LADDER AND MANUALLY CONTROLLED EXHAUST FANS MAX. EGRESS PATH 138' FROM THIS POINT 110' MAX. EGRESS PATH 138' FROM THIS POINT 230'-0" 20'-0"184'-0"20'-0" 18 0 ' - 0 " 42 ' - 8 " 66 ' - 0 " 64 ' - 8 " 57'-8"108'-0"57'-8" 230'-0" 18 0 ' - 0 " 42 ' - 8 " 66 ' - 0 " 64 ' - 8 " (2) EXIT DOORS (2) FIRE DEP. ACCESS DOORS (2 ) F I R E D E P . A C C E S S D O O R S (2 ) F I R E D E P . A C C E S S D O O R S (2) FIRE DEP. ACCESS DOORS A0.04 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 402: ACCESSIBLE ROUTE 402.2 Components Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. 403.3 Slope Running slope shall not exceed 1:20. If slope exceeds 1:20, refer to `ramps' or `curb ramps' sections. Cross slope shall not exceed 1:48. 403.4 Changes in Level ●Up to 1/4": requires no edge treatment (vertical edge permitted). ●1/4" to 1/2": Edge shall be beveled with a slope no greater than 1:2. ●Greater than 1/2": Requires curb ramp, ramp, elevator, or platform lift. ●Stairs shall not be part of an accessible route. 403.5.1 Width Minimum clear width of walking surfaces shall be 36" (except as allowed at doors). 403.5.2 Clear Width at Turns Where the accessible route makes a 180 degree turn around an element which is less than 48" wide, clear width shall be 42" minimum approaching the turn, 48" minimum at the turn and 42" minimum leaving the turn. 403.5.3 Passing Space An accessible route with a clear width less than 60" shall provide passing spaces at intervals of 200' maximum. Passing spaces shall be either: a space 60" minimum by 60" minimum; or, an intersection of two walking surfaces providing a T-shaped space complying with turning space requirements, where the base and arms of the "T" extend 48" minimum beyond the intersection. 307.4 Vertical Clearance Vertical clearance shall be 80" high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80" high. The leading edge of such guardrail or barrier shall be located 27" maximum above the finish floor or ground. 705.1 Detectable Warnings (Required within Public Right-of-Way & Platform Edges)) At Hazardous Vehicular Areas. If a walk within an accessible route crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning 24" wide, complying with the requirements below. Detectable Warnings: Surface shall consist of raised truncated domes with the following features: ·Diameter: 0.9" nominal, ·Height: 0.2" nominal, ·Surface: Shall visually contrast with adjoining surfaces. 302.2 Carpet Carpet or carpet tile shall: ·Be securely attached; ·Have a firm cushion, pad, or backing (or none); ·Have a level loop, textured loop, level cut pile, or level cut/uncut pile texture; ·Have a maximum pile thickness of 1/2"; ·Have exposed edges fastened with edge trim the entire length of exposed edge. 302.3 Openings (Gratings) Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2" diameter. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 304.3 Turning Space ·The circular turning space shall be a space of 60" diameter minimum. The space shall be permitted to include knee and toe clearance. ·The T-shaped turning space shall be a T-shaped space within a 60" square minimum with arms and base 36" wide minimum. Each arm shall be clear of obstructions 12" minimum in each direction and the base shall be clear of obstructions 24" minimum. 305 Clear Floor Space The clear floor or ground space shall be 30" by 48", and may be positioned for either a forward or parallel approach. ·If a forward approach clear floor space extends more than 24" into an alcove, the minimum alcove width shall be 36". ·If a parallel approached clear floor space extends more than 15" into an alcove, the minimum alcove length shall be 60". 306 Knee and Toe Clearance Where space beneath an element is included as part of clear floor or ground space or turning space, the space shall comply with required knee and toe clearance. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear floor or ground space or turning space. 306.2 Toe Clearance ·Space under an element between the finish floor and 9" above the finish floor shall be considered toe clearance. ·Toe clearance shall extend 25" maximum under an element. ·Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17" minimum under the element. ·Space extending greater than 6" beyond the available knee clearance at 9" above the finish floor shall not be considered toe clearance. ·Toe clearance shall be 30" wide minimum. 306.3 Knee Clearance ·Space under an element between 9" and 27" above the finish floor shall be considered knee clearance. ·Knee clearance shall extend 25" maximum under an element at 9" above the finish floor. ·Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11" deep minimum at 9" above the finish floor, and 8" deep minimum at 27" above the finish floor. ·Between 9" and 27" above the finish floor, the knee clearance shall be permitted to reduce at a rate of 1" in depth for each 6" in height. ·Knee clearance shall be 30" wide minimum. 307 Protruding Object ·Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks or corridors. ·Objects projecting from walls with their leading edges at or below 27" above the finished floor may protrude any amount. ·Free-standing objects mounted on posts or pylons shall overhang 12" maximum when located 27" to 80" above the finished floor or ground. ·Protruding objects shall not reduce the required clear width of an accessible route or maneuvering space. 308 Reach Ranges ·Where a forward reach is unobstructed, the high forward reach shall be 48" maximum and the low forward reach shall be 15" minimum above finish floor or ground. ·Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48" maximum where the reach depth is 20" maximum. Where the reach depth exceeds 20", the high forward reach shall be 44" maximum and the reach depth shall be 25" maximum. ·Where a parallel approach is unobstructed, the high side reach shall be 48" maximum and the low side reach shall be 15" minimum above finish floor. ·Where a high side reach is over an obstruction, the height of the obstruction shall be 34" maximum and the depth of the obstruction shall be 24" maximum. The high side reach shall be 48" maximum for a reach depth up to 10", and 46" for a reach depth between 10"-24" above finish floor. 309 Operable Parts All controls and operating mechanisms in accessible spaces, along accessible routes, and as parts of accessible elements, shall comply with the following: ·Clear floor space shall be provided to allow forward or parallel approach. ·Heights of all operable portions shall comply with the reach ranges. Electrical and communications system receptacles on walls shall be 15" minimum above the floor. ·Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 pounds maximum. 502: PARKING SPACES 502.2 Vehicle Spaces Accessible spaces shall have the following minimum dimensions, measured from the centerlines of the markings: ·Car parking space width: 96" ·Van parking space width: 132" ·Vertical clearance: 98" minimum Exception: Van parking spaces shall be permitted to be 96" wide minimum where access aisle is 96" wide minimum. 502.3 Access Aisle ·Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle. ·Access aisle serving car and van spaces, width: 60" minimum ·Vertical clearance: 98" minimum ·Length: Full length of parking spaces they serve ·Marking: Shall be marked so as to discourage parking in them. ·Location: Shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for angled van parking spaces which shall have access aisles located on the passenger side of the parking spaces. 502.4 Floor or ground Surfaces - Slope Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. (Curb ramps are not permitted within the required area of access aisles and loading zones.) Exception: Slopes not steeper than 1:48 shall be permitted. 502.6 Identification - Signage Accessible parking spaces shall be designated as reserved by a sign showing the International Symbol of Accessibility. ·Signs identifying van parking spaces shall contain the designation "VAN ACCESSIBLE." ·Signs shall be 60" minimum above the finish floor or ground surface measured to the bottom of the sign. 503.1 Passenger Loading Zones Passenger loading zones shall have the following minimum dimensions: ●Vehicle pull-up space width: 96" wide minimum and 20' long minimum ●Access aisle width: 60" minimum ●Access aisle length: full length of the vehicle pull-up space served ●Marking: Access aisles shall be marked so as to discourage parking in them. ●Vertical clearance: 114" at loading zone and along at least one vehicular route to the loading zone. 406: CURB RAMPS 406.1 General Requirements of curb ramps: ·Maximum slope of ramp run: 1:12 ·Maximum slope of flared sides: 1:10 ·Maximum slope of adjacent surfaces and counter slopes: 1:20 ·Minimum clear width: 36" ·Landing clear length shall be 36" minimum and clear width shall be at least as wide as the ramp run. 406.5 Location Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides. 705.1 Detectable Warnings (Required within Public Right-of-Way & Platform Edges) Required for full width and depth of ramp. Surface shall consist of truncated domes with following features: ·Diameter: 0.9" nominal ·Height: 0.2" nominal ·Center to Center spacing: 1.6" minimum and 2.4" maximum ·The surface shall visually contrast with adjacent walking surfaces. ·The material providing contrast shall be an integral part of the walking surface. 406.6 Diagonal Curb Ramps Diagonal or corner type curb ramps with returned curb, shall have edges parallel to pedestrian flow. The bottom of diagonal curb ramps shall have clear space 48" minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide 48" minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb 24" long minimum located on each side of the curb ramp and within the marked crossing. 406.7 Islands Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides, with minimum 48" long and 36" wide level area between. 405: RAMPS 405.1 Where Required Wherever the slope of the accessible route exceeds 1:20 (5%). ·Ramp runs shall have a running slope not steeper than 1:12 (8.3%). ·Cross slope of ramp runs shall not be steeper than 1:48 (2%). ·Changes in level other than the running slope and cross slope are not permitted on ramp runs. ·The clear width of a ramp run and, where handrails are provided, the clear width between ahndrails shall be 36" minimum. ·The rise for any ramp run shall be 30" maximum. · 405.7 Landings Level landings required at top and bottom of each run, with the following features: ●Slopes not steeper than 1:48 (2%) shall be permitted. ●Clear width shall be at least as wide as the widest ramp run leading to the landing. ●Clear length shall be 60" minimum. ●If ramp changes direction at landing, landing shall be minimum 60" by 60" clear. ●Where doorways are located adjacent to a ramp landing, maneuvering clearances required at doors shall be permitted to overlap the required landing area. 405.8 Handrails Ramp runs with a rise greater than 6" shall have handrails. Refer to 505: HANDRAILS for requirements. 302.1 Surfaces Ramp surface shall be firm, stable, and slip-resistent. (If carpeted, refer to requirements under 401: ACCESSIBLE ROUTE.) 405.9 Edge Protection Edge protection shall be provided on each side of ramp runs and at each side of ramp landings. 405.9.1 Extended Floor or Ground Surface The floor or ground surface of the ramp run or landing shall extend 12" minium beyond the inside face of a handrail. The extended surface prevents wheelchair casters and crutch tips from slipping off the ramp surface. 405.9.2 Curb or Barrier A curb or barrier shall be provided that prevents the passage of a 4" diameter sphere, where any portion of the sphere is within 4" of the finish floor or ground surface. 405.10 Wet Conditions Outdoor ramps, their approaches and landings shall be designed to prevent the accumulation of water. 504: STAIRWA<S 504.2 Treads and Risers All steps on a flight of stairs shall have uniform riser heights and tread depths. Risers shall be 4" high minimum and 7" high maximum. Treads shall be 11" deep minimum. Open risers are not permitted. 504.5 Nosings The radius of curvature at the leading edge of the tread shall be 1/2" maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from the vertical. The permitted projection of the nosing shall extend 1 1/2" maximum over the tread below. 504.7 Wet Conditions Outdoor stairs and their approaches shall be designed so that water will not accumulate on walking surfaces. 505: HANDRAILS 505.1 Where Required ·Handrails shall be provided on both sides of stairs and ramps where required along walking surfaces, ramps, and stairs. ·Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. ·Top of gripping surfaces of handrails shall be 34" minimum and 38 " maximum verticaly above walking surfaces, stair nosings, and ramp surfaces, and at a consistent height above surfaces. ·Clearance between handrail gripping surfaces and adjacent surfaces shall be 1 1/2" maximum. ·Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20% of their length. ·Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1 1/4" minimum and 2" maximum. ·Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4" minimum and 6 1/4" maximum, and a cross section dimension of 2 1/4" maximum. ·Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. ·Handrails shall not rotate within their fittings. 505.10 Handrail Extensions ·Top & Bottom at Ramps: Ramp handrails shall extend horizontally above the landing for 12" minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. ·Top Extension at Stairs: At the top of a stair flight, handrails shall extend horizontally above the landing for 12" minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. ·Bottom Extension at Stairs: At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 80 " m i n 4" max 27 " m i n 27 " m a x clear width any amount (a) front approach 48 " m i n (b) side approach 42 " m i n (c) pocket or hinge approach 22" min 42 " m i n (d) stop or latch approach 42 " m i n 24" min (a) pull side X > 8" 18" min 60 " m i n (b) push side X > 8"48 " m i n (c) push side, door provided with both closer and latch 12" min X > 8"48 " m i n (a) front approach, pull side 18" min 60 " m i n (b) front approach, push side 48 " m i n (c) front approach, push side, door provided with both closer and latch 12" min 48 " m i n (d) hinge approach, pull side 36" min 60 " m i n (e) hinge approach, pull side 42" min 54 " m i n (f) hinge approach, push side 42 " m i n 22" min (g) hinge approach, push side, door provided with both closer and latch 48 " m i n 22" min (h) latch approach, pull side 48 " m i n 24" min (i) latch approach, pull side, door provided with closer 54 " m i n 24" min (j) latch approach, push side 24" min 42 " m i n (k) latch approach, push side, door provided with closer 24" min 48 " m i n 404: DOORS, DOORWA<S, & GATES 404.1 General Doors, doorways, and gates that are part of an accessible route shall comply with this section. 404.2.1 Revolving Doors, Gates, and Turnstiles Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 404.2.2 Double-leaf Doors and Gates At least one of the active leaves of doorways with two leaves shall comply with this section. 404.2.3 Clear Width Door openings shall provide a clear opening of 32" minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and stop, with the door open 90 degrees. Openings more than 24" deep shall provide a clear opening of 36" minimum. There shall be no projections into the required clear opening width lower than 34" above the finish floor or ground. Projections into the clear opening width between 34" and 80" above finish floor or ground shall not exceed 4". Exception: Door closers and door stops shall be permitted to be 78" minimum above the finish floor or ground. 404.2.4 Maneuvering Clearances ·Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance, as shown in Figures 404.2.4.1. and 404.2.4.2. ·Maneuvering clearances, in addition to doorway width, are required at recessed doors and gates (all dimensions are minimum), as shown in Figure 404.2.4.3. 404.2.5 Thresholds Thresholds, if provided at doorways, shall be 1/2 inch high maximum. 404.2.6 Doors in Series and Gates in Series The distance between two hinged or pivoted doors in series and gates in series shall be 48" minimum plus the width of doors or gates swinging into the space. 404.2.6 Door and Gate Hardware Handles, pulls, latches, locks, and other operable parts on doors and gates shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. ●Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are acceptable designs. ●Operable parts of such hardware shall be 34" minimum and 48" maximum above the finish floor or ground. ●Where sliding doors are in the fully open position, operating hardware shall be exposed andusable from both sides. ●The force required to activate operable parts shall be 5 pounds maximum. 404.2.8.1 Door Closers and Gate Closers Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. 404.2.9 Door and Gate Opening Force Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1.Interior hinged doors and gates: 5 pounds maximum. 2.Sliding or folding doors: 5 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 closed position. 404.2.11 Vision Lights Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43" maximum above the finish floor. Exception: Vision lights with the lowest part more than 66" from the finish floor or ground shall not be required to comply with 404.2.11. 404.3 Automatic Doors and Power-Assisted Doors and Gates Full-powered automatic doors shall comply with ANSI/BHMA A156.10-1999. Low-energy and power-assisted doors shall comply with ANSI A156.19 (1997 or 2002 edition). Doorways shall provide a clear opening of 32" minimum in power-on and power-off mode. The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves in the open position. Figure 404.2.4.1 Maneuvering Clearances at Manual Swing Doors & Gates Figure 404.2.4.2 Maneuvering Clearances at Doorways without Doors, Sliding Doors, Gates, & Folding Doors Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors & Gates 1/ 4 " m a x 1/ 4 " - 1 / 2 " 1 2 12" min 24 " m i n 36 " m i n 60" min 60 " m i n 12" min 36" min ar m ar m base 48 " m a x 15 " m i n 20" max >20" up to 25" max 44 " m a x 48 " m a x (a)(b) 10" max 15 " m i n 48 " m a x 46 " m a x 34 " m a x > 10" up to 24" max (b) 48 " m a x 10" max 34 " m a x (a) (a) forward (b) parallel 48 " m i n 30" min 30 " m i n 48" min Figure 305.5 Clear Floor or Ground Space Figure 304.3.2 T-Shaped Turning Space Figure 308.2.1 Unobstructed Forward Reach Figure 308.2.2 Obstructed High Forward Reach Figure 308.3.1 Unobstructed Side Reach Figure 308.3.2 Obstructed High Side Reach (a) car (b) vanarea to be marked 96" min 60" min 132" min fu l l l e n g t h o f p a r k i n g s p a c e (a) stairs (b) ramps (c) walking surfaces 34 " - 3 8 " 34 " - 3 8 " 34 " - 3 8 " Figure 505.4 Handrail Height 12" min 36" min 12" min X < 4" Figure 405.9.1 Extended Floor or Ground Surface Edge Protection Figure 405.9.2 Curb or Barrier Edge Protection Protruding Object Clearances 24" min curb located within marked crossing 48" min clear space 24" min crossing markings ramp run flared side Figure 406.6 Diagonal or Corner Type Curb Ramps 12" min 12" min Figure 505.10.1 Top & Bottom Handrail Extension at Ramps 9" 6" max 8" min 27 " m i n 11" min 9" min Figure 306.2 & 306.3 Toe & Knee Clearance Figure 502.2 Vehicle Parking Spaces Changes in Level 12" min note: X = tread depth X X Figure 505.10.3 Bottom Handrail # Stairs Figure 505.10.2 Top Handrail # Stairs 36" min. & at least as wide as curb ramp flared sides 1:10 max slope 36 " m i n slopeslope ramp run 1:12 max slope Figure 406.3 & 406.4 Sides & Landings at Curb Ramps A0.05 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 602: DRINKING FOUNTAINS 211.2 Minimum Number No fewer than two drinking fountains shall be provided. One drinking fountain shall comply with low spout height requirements and one with high spout requirements. Exception: Where a single drinking fountain complies with both requirements, it shall be permitted to be substituted for two separate drinking fountains. 602.2 Clear Floor Space Units shall have a clear floor or ground space complying with required Clear Floor Areas and Knee and Toe Clearances of 2012 TAS, positioned for a forward approach and centered on the unit. 602.3 Operable Parts Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 pounds maximum. 602.4 Spout Height Spout outlets shall be 36" maximum above the finish floor. 602.5 Spout Location The spout shall be located 15" minimum from the vertical support and 5" maximum from the front edge of the unit, including bumpers. 602.7 Drinking Fountains for Standing Persons Spout outlets of drinking fountains for standing persons shall be 38" minimum and 43" maximum above the finish floor. 603: TOILET AND BATHING ROOMS 603.2 Clearances ·All accessible fixtures and controls shall be on an accessible route. ·Compliant turning space shall be provided within the room. ·required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. ·Doors shall not swing into the clear floor space or clearance required for any fixture. Doors shall be permitted to swing into the required turning space. 703 Signs Where all toilet and bathrooms are not accessible, accessible toilet and bathrooms shall be identified by a sign showing the International Symbol of Accessibility. Refer to Section 703 SIGNS. 604: WATER CLOSETS AND TOILET COMPARTMENTS 604.2 Location ·The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16" minimum to 18" maximum from the side wall or partition, except that the water closet shall be 17" minimum and 19" maximum from the side wall or partition in the ambulatory accessible toilet compartment. ·Clearance around a water closet shall be 60" minimum measured perpendicular from the side wall and 56" minimum measured perpendicular from the rear wall. ·The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. ·When the door to a toilet room is placed directly in front of the water closet, the water closet cannot overlap the required maneuvering clearance for the door inside the room. 604.4 Seats The seat height of a water closet above the finish floor shall be 17" minimum and 19" maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. 604.5 Grab Bars Grab bars shall be provided on the side wall closest to the water closet and on the rear wall, per section 609: GRAB BARS. 604.5.1 Side Wall The side wall grab bar shall be 42" long minimum, located 12" maximum from the rear wall and extending 54" minimum from the rear wall. 604.5.2 Rear Wall the rear wall grab bar shall be 36" long minimum and extend from the centerline of the water closet 12" minimum on one side and 24" minimum on the other side. 604.6 Flush Controls ●Controls shall be hand operated or automatic. ●Controls shall be located on the open side of the water closet ●Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. ●The force required to activate controls shall be no greater than 5 pounds maximum. 604.7 Dispensers Toilet paper dispensers shall be installed on the side wall, below the grab bar, 7" minimum and 9" maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15" minimum and 48" maximum above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. 604.8 Toilet Compartments Standard Wheelchair Accessible Compartments shall be: ●60" wide minimum measured perpendicular to the side wall. ●59" deep minimum for floor mounted water closets, and 56" deep minimum for wall hung water closets, measured perpendicular to the rear wall. ●The required minimum space cannot be obstructed by baby changing tables or other fixtures or conveniences, except as specified in Overlap. ●Toilet compartment doors, including door hardware, shall comply with 404 DOORS, except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 42" minimum. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4" maximum from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4" maximum from the front partition. The door shall be self-closing. A door pull shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area. Clear width of opening at door shall be 32" minimum, per DOORS 404.2.3. ●Toe Clearance: The front partition and at least one side partition shall provide a toe clearance of 9" minimum above the finish floor and 6" deep minimum beyond the compartment-side face of the partition, exclusive of partition support members. Ambulatory Accessible Compartments (required when more than 6 water closets or combination of water closets and urinals are provided) shall be: ●60" minimum deep, ●35" minimum and 37" maximum wide. ●Doors shall not swing into the minimum required compartment area. ●A side grab bar shall be provided on both sides of the compartment. 608.3 Coat Hooks & Shelves Coat hooks shall be located within one of the reach ranges specified in 308 Reach Ranges. Shelves shall be located 40" minimum and 48" maximum above finish floor. 605: URINALS 605.2 Height and Depth Urinals shall be stall-type or wall hung with the rim at 17" maximum above the finish floor. Urinals shall be 13 1/2" deep minimum measured from the outer face of the urinal rim to the back of the fixture. 605.3 Clear Floor Space A clear space 30" wide by 48" deep minimum positioned for forward approach shall be provided. This space shall adjoin or overlap an accessible route. 605.4 Flush Controls Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Forward Reach Ranges and Operable Parts requirements of the 2012 TAS. 8" min 15" min 6" max 9" m i n 27 " m i n 36 " m a x t o s p o u t 38 " m i n t o 4 3 " m a x t o s p o u t fo r s t a n d i n g p e r s o n 5" max 40 " m a x t o bo t t o m o f m i r r o r 34 " m a x 606: LAVATORIES & SINKS / 603: MIRRORS 606.2 Clear Floor Space A clear floor space 30" by 48", positioned for a forward approach, and required Knee and Toe Clearances shall be provided. The clear floor space shall adjoin or overlap an accessible route. 606.3 Height Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34" maximum above the finish floor or ground. 606.4 Faucets ·Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. ·The force required to activate controls shall be no greater than 5 pounds maximum. ·Hand-operated metering faucets shall remain open for 10 seconds minimum. 606.5 Exposed Pipes and Surfaces Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 603.3 Mirrors ·Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40" maximum above the finish floor. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35" maximum above the finish floor. ·A single full-length mirror can accommodate a greater number of people, including children. In order for mirrors to be usable by people who are ambulatory and people who use wheelchairs, the top edge of mirrors should be 74" minimum from finish floor. 608: SHOWER COMPARTMENTS 608.2.1 Transfer Type Shower Compartments Transfer type shower compartments shall be 36" x 36" clear inside dimensions measured at the center points of opposing sides and shall have a 36" wide minimum entry on the face of the shower compartment. Clearance of 36" wide minimum x 48" long minimum measured from the control wall shall be provided. 608.2.2 Standard Roll-In Type Shower Compartments Standard roll-in type shower compartments shall be 30" wide minimum by 60" deep minimum clear inside dimensions measured at center points of opposing sides and shall have a 60" wide minimum entry on the face of the shower compartment. ·A 30" wide minimum x 60" long minimum clearance shall be provided adjacent to the open face of the shower compartment. 608..2.3 Alternate Roll-In Type Shower Compartments Alternate roll-in type shower compartments shall be 36" x 60" minimum clear inside dimensions measured at center points of opposing sides. A 36" wide minimum entry shall be provided at one end of the long side of the compartment. 608.3 Grab Bars Where multiple grab bars are used in a single shower, required horizontal grab bars shall be installed at the same height. ·In transfer type showers, grab bars shall be provided across the control panel wall and back wall to a point 18" from the control wall. ·Where a seat is provided in standard roll-in type showers, grab bars shall be provided on the back wall and the side wall opposite the seat. Grab bars shall not be provided above the seat. Where a seat is not provided in standard roll-in showers, grab bars shall be provided on 3 walls. Grab bars shall be installed 6" maximum from adjacent walls. ·In alternate roll-in type showers, grab bars shall be provided on the back wall and side wall farthest from the entry. Grab bars shall not be provided above the seat. Grab bars shall be installed 6" maximum from adjacent walls. 608.4 Seats A folding or non-folding seat shall be provided in transfer type showers. 608.5 Controls Operable parts shall be placed within the reach ranges specified and be operable with one hand, and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds. maximum. ·In transfer type showers, the controls, faucets, and shower spray unit shall be installed on the side wall opposite the seat 38" minimum and 48" maximum above the shower floor and shall be located on the control wall 15" maximum from the centerline of the seat toward the shower opening. ·In standard roll-in type showers, the controls, faucets, and shower spray unit shall be located above the grab bar, but no higher than 48" above the shower floor. Where a seat is provided, the controls, faucets, and shower spray unit shall be installed on the back wall adjacent to the seat wall and shall be located 27" maximum from the seat wall. ·In alternate roll-in type showers, the controls, faucets, and spray unit shall be located above the grab bar, but no higher than 48" above the shower floor. If there a seat is provided, the controls, faucets, and shower spray unit shall be located on the side wall adjacent to the seat 27" maximum from the side wall behind the seat or shall be located on the back wall opposite the seat 15" maximum, left or right, of the centerline of the seat. Where a seat is not provided, the controls, faucets, and shower spray unit shall be installed on the side wall farthest from the entry. 608.6 Shower Spray Unit and Water A shower spray unit with a hose 59" long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Shower spray units shall deliver water that is 120 degrees F. maximum. 608.7 Thresholds Thresholds in roll-in type shower compartments shall be 1/2" high maximum. In transfer type showers, thresholds 1/2" high maximum shall be beveled, rounded, or vertical. 608.8 Shower Enclosures Enclosures for shower compartments shall not obstruct controls, faucets , and shower spray units or obstruct transfer from wheelchairs onto shower seats. 609: GRAB BARS 609.2 & 609.3 Cross Section and Spacing Grab bars with circular cross sections shall have an outside diameter of 1 1/4" minimum and 2" maximum. Grab bars with non-circular cross sections shall have a cross section dimension of 2 inches maximum and a perimeter dimension of 4" minimum and 4.8" maximum The space between grab bars and adjacent walls shall be 1-1/2". 609.4 Position of Grab Bars Grab bars shall be installed in a horizontal position, 33" minimum and 36" maximum above the finish floor measured to the top of the gripping surface, except that at children's water closets grab bars shall be installed 18" min. and 27" max. above finish floor 609.5 Surface Hazards Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. 609.6 Fittings Grab bars shall not rotate in their fittings. 609.8 Structural Strength Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds in applied at any point ont he grab bar, fastener, mounting device, or supporting structure. 610: SEATS 610.3 Shower Compartment Seats ·Where a seat is provided in a standard roll-in shower, it shall be a folding type, shall be installed on the side wall adjacent to the controls, and shall extend from the back wall to a point within 3" of the compartment entry. ·Where a seat is provided in an alternate roll-in type shower, it shall be a folding type, shall be installed on the front wall opposite the back wall, and shall extend from the adjacent side wall to a point within 3" of the compartment entry. ·In transfer-type showers, the seat shall extend from the back wall to a point within 3" of the compartment entry. ·The top of the seat shall be 17" minimum and 19" maximum above the bathroom finish floor. 610.3.1 Rectangular Seats The rear edge of a rectangular seat shall be 2 1/2" maximum, and the front edge shall be 15" minimum and 16" maximum from the seat wall. The side edge of the seat shall be 1 1/2" maximum from the adjacent wall. 610.3.2 L-Shaped Seats The rear edge of an L-shaped seat shall be 2 1/2" maximum, and the front edge 15" minimum and 16" maximum from the seat wall. The rear edge of the "L" portion of the seat shall be 1 1/2" maximum from the wall and the front edge shall be 14" minimum and 15" maximum from the wall. The end of the "L" shall be 22" minimum and 23" maximum from the main seat wall. 610.4 Structural Strength Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point on the seat, fastener, mounting device, or supporting structure. 803: DRESSING, FITTING & LOCKER ROOMS / 903: BENCHES 803.4 Benches A bench shall be provided within the room. 903 Benches ·Clear floor space (30"x48") shall be provided and shall be positioned at the end of the bench seat and parallel to the short axis of the bench. ·Benches shall have seats that are 42" long minimum and 20" minimum to 24" maximum deep. ·The bench shall provide back support or shall be affixed to a wall. Back support shall be 42" long minimum; shall extend from a point 2" maximum above the seat to a point 18" minimum above the seat; and shall be 2 1/2" maximum from the rear edge of the seat measured horizontally. ·Top of the bench seat surface shall be 17" minimum and 19" maximum above the finish floor. ·Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point. ·Where installed in wet locations, surface shall be slip resistant and shall not accumulate water. 703: SIGNS 216.2 Designations Interior and exterior signs identifying permanent rooms and spaces shall comply with the requirements for: ●Raised and Braille Characters and Pictograms ●Finish and Contrast ●Mounting Location and Height 703.1 Where Applicable Elements and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: ·Parking spaces designated as reserved for persons with disabilities; ·Accessible passenger loading zones; ·Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance); ·Accessible toilet and bathing facilities when not all are accessible. 703.2 Raised Characters Raised characters shall be: ·1/32" minimum above their background, ·uppercase, ·sans serif (not italic, oblique, script, highly decorative, or other unusual forms), ·a font where width of uppercase letter "O" is 55% minimum and 110% maximum of the height of uppercase letter "I", ·height measured vertically from the baseline of the character shall be 5/8" minimum and 2" maximum based on the height of the uppercase letter "I". ·(Refer to full text of 2012 TAS for signs mounted greater than 70" above finish floor.) 703.3 Braille ·Braille shall be Grade 2 and positioned below the corresponding text. ·(Refer to full text of 2012 TAS for specifics of Braille requirements.) 703.4 Installation Height and Location ·Tactile characters on signs shall be located 48" minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60" maximum above the finish floor or ground surface, measured from the baseline of the highest tactile character. ·Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. 703.5.1 Finish and Contrast Characters and their background shall have a non- glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 703.6 Pictograms Pictograms shall have a field height of 6" minimum. Characters and braille shall not be located in the pictogram field. Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. Pictograms shall have text descriptors located directly below the pictogram field. 703.7 Symbols of Accessibility ·Facilities and elements required to be identified as accessible shall use the International Symbol of Accessibility. ·Text Telephones, when required, shall be identified by the International TTY Symbol. ·Volume Control Telephones, when required, shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field. ·Assistive Listening Systems, when required, shall be identified by the International Symbol of Access for Hearing Loss. 17 ' m a x 30 " 48" 13 1 2" min 15" min clear if alcove < 24" deep 18" clear if alcove > 24" deep clear space 42" min 54" min 12" max 33 " - 3 6 " transfer side LC 17 " - 1 9 " 36" min 12" min 24" min Figure 604.5.1 & 604.5.2 Side & Rear Wall Grab Bars (b) stall type (a) wall hung type 13 1 2" min 13 1 2" min 17 " m a x Figure 605.2 Height & Depth of Urinals control wall back wall seat wall LC LC LC 36 " m i n 36 " m i n 36" min 48" min LC LC LC 30 " m i n side wall back wall side wall 60" min 30 " m i n LC LC LC front wall side wall back wall 36 " 36" min 60" min side wall control wall seat wall back wall 18" (a) without seat (b) with seat 6" max back wall side wall 6" max 6" m a x 6" m a x 6" m a x 6" max back wall side wall side wall side wall 6" max 6" max 6" m a x back wall side wall front wall side wall LC 48 " m a x 38 " m i n 15" max side wall back wall (b) with seat (a) without seat can be located on any wall of shower 48 " m a x 27" max 48 " m a x (b) with seat (elevation) (a) with seat (elevation) (c) without seat (plan) (d) with seat (plan) LC side wall side wall side wall side wall side wall back wall back wall back wall front wall front wall 27" max 48 " m a x 15" max 48 " m a x LC Figure 608.2.1 Transfer Type Shower Figure 608.2.2 Standard Roll-In Type Shower Figure 608.2.3 Alternate Roll-In Type Type Shower Figure 608.3.2 Grab Bars for Standard Roll-In Type Showers Figure 608.3.1 Grab Bars for Transfer Type Showers Figure 608.3.3 Grab Bars for Alternate Roll-In Type Showers Figure 608.5.1 Transfer Type Shower Control Location Figure 608.5.2 Standard Roll-In Type Shower Control Location Figure 608.5.3 Alternate Roll-In Type Shower Control Location 3" m a x compartment entry2 1/2" max 1 1 2" m a x 15"-16" seat wall (a) size 2 1 2" max 1 1 2" m a x (b) distance from wall 22"-23" seat wall 15"-16" 14 " - 1 5 " seat wall compartment entry 3" m a x Figure 610.3.1 Rectangular Shower Seat Figure 610.3.2 L-Shaped Shower Seat LC 48 " m a x 15 " m i n 7"-9" Figure 604.7 Dispenser Outlet Location (a) wall hung water closet (b) floor mounted water closet 56 " m i n 60" min 59 " m i n 60" min LC 16"-18" LC 16"-18" 4" max alternate door location 42 " m i n 4" m a x elevation partition plan 9" min 6" min 6" min 6" min CL 17"-19" 35"-37" 42 " m i n 60 " m i n Figure 604.8.1.1 Size of Wheelchair Accessible Compartment Figure 604.8.1.2Wheelchair Accessible Compartment Doors Figure 604.8.2Ambulatory Accessible Compartment Figure 604.8.1.4 Wheelchair Accessible Compartment Toe Clearance LC centered on tactile characters 18" min 18" min clear space clear space Figure 703.4.2 Location of Tactile Signs at Doors REFUGE AREA OF AREA OF REFUGE LC centered on 18"x18" clear space 48 " m i n 60 " m a x Figure 703.4.1 Height of Tactile Characters Above Finish Floor MEN not in pictogram field 6" m i n Figure 703.6.1 Pictogram Field Figure 703.7.2.1 International Symbol of Accessibility TTY Volume ControlHearing Loss FOR PREPARED BY CONSTRUCTION PLANS FOR GRAPEVINE BOX 665 WESTPORT TRACT 2 7.328 ACRES CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS JUNE 2025 NO.DATE REVISION VICINITY MAP TARRANT COUNTY PROJECT LOCATION GR A P E V I N E B O X Sheet List Table Sheet Sheet Title C0.0 COVER -AMENDED PLAT C0.1 GENERAL NOTES C2.0 SITE PLAN C3.0 GRADING PLAN C3.1 GRADING INSETS C4.0 EXISTING DRAINAGE AREA MAP C4.1 PROPOSED DRAINAGE AREA MAP C5.0 STORM SEWER PLAN C5.1 STORM SEWER PROFILE C5.2 HYDRAULIC CALCULATIONS C6.0 UTILITY PLAN C7.0 PAVING PLAN C7.1 PAVING DETAILS C8.0 EROSION CONTROL PLAN C8.1 EROSION CONTROL DETAILS C9.0 CITY DETAILS C9.1 CITY DETAILS C9.2 CITY DETAILS C9.3 CITY DETAILS NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY 'EMOLITION GENERAL NOTES GENERAL NOTES GRA'ING 'RAINAGE GENERAL NOTES WATER SANITARY SEWER GENERAL NOTES PAVING GENERAL NOTES GENERAL NOTES C0.1 BENCH MARK LIST ( ( ( ( PUBLIC WORKS DEPARTMENT GENERAL NOTES “” “” ’ NO P A R K I N G NO P A R K I N G NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY GENERAL NOTES SITE PLAN C2.0 B E A R R U N O A K S W E S T E R N WESTPORT ST O N E M Y E R S P K W Y E U L E S S - Cemetery Memorial Parker LOS TIMBERLINE VICINITY MAP ROBLES G R A P E V I N E PKWY TARRANT COUNTY PROJECT LOCATION NO P A R K I N G NO P A R K I N G NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY GRADING DRAINAGE GENERAL NOTES GRADING PLAN C3.0 BENCH MARK LIST ( ( ( ( NO P A R K I N G NO P A R K I N G NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY GRADING DRAINAGE GENERAL NOTES GRADING INSETS C3.1 INSET 11 INSET 22 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY EXISTING DRAINAGE AREA MAP C4.0 NO P A R K I N G NO P A R K I N G CP1 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY PROPOSED DRAINAGE AREA MAP C4.1 NO P A R K I N G NO P A R K I N G NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY GRA'ING 'RAINAGE GENERAL NOTES STORM SEWER PLAN C5.0 BENCH MARK LIST ( ( ( ( PROFILE: ST-2 PROFILE: ST-1 PROFILE: ST-1A PROFILE: ST-1B PROFILE: ST-2A PROFILE: ST-2C NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY STORM SEWER PROFILE C5.1 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY HYDRAULIC CALCULATIONS C5.2 1 SLOPING HEADWALL W RIPRAP AT )REE DISCHARGE NO P A R K I N G NO P A R K I N G PROFILE: SS-1 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY WATER SANITARY SEWER GENERAL NOTES UTILITY PLAN C6.0 BENCH MARK LIST ( ( ( ( NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY PAVING GENERAL NOTES PAVING PLAN C7.0 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY PAVEMENT SECTION1 PRIVATE CONCRETE SAWED DUMMY JOINT2 CONNECTION3 PAVEMENT INTEGRAL CURBPRIVATE5 CONCRETE WALK PAVING DETAILS C7.1 CONSTRUCTION JOINT5 SINGLE CURB RAMP7 TWOWAY CURB RAMP1 9 ACCESSIBLE PARKING EXPANSION JOINT8 ISOLATION JOINT9 NO P A R K I N G NO P A R K I N G NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY POLLUTION CONTROL GENERAL NOTES VICINITY MAP TARRANT COUNTY PROJECT LOCATION EROSION CONTROL PLAN C8.0 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY CONSTRUCTION ENTRANCE1 STABILI=ED SILT )ENCE2 DROP INLET PROTECTION3 C+ECK DAMS5 ROCK BERM6 EROSION CONTROL DETAILS C8.1 PROTECTION CURB INLET WAS+OUT AREA CONCRETE NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY CITY DETAILS C9.0 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY CITY DETAILS C9.1 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY CITY DETAILS C9.2 NO.DATE REVISION DESIGN DRAWN DATE SCALE NOTES FILE NO. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) ISSUED FOR PERMITTING PURPOSES ONLY GR A P E V I N E B O X 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY CITY DETAILS C9.3 NO P A R K I N G NO P A R K I N G 6064 6216 6217 6229 6230 6231 623262336234 6235 6237 62386239 6240 6241 6242 6243 6244 6245 6246 6247 6248 6249 6250 6254 6257 6258 6259 6263 6270 6271 6272 6273 6274 6275 6276 6277 62786279 6280 6281 6282 6283 6284 6285 6286 6291 6293 6294 6296 6297 6299 6300 6301 6302 6303 6304 6305 6306 6307 6308 6309 6310 6318 6319 6321 6324 6325 6328 6329 6330 6331 6332 63336334 6335 6336 6001 6002 6003 6004 6005 6006 6007 6008 6009 60106011 6012 6013 6014 6015 6016 6017 6018 6019 6021 60226023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 60346035 6036 6037 6038 6039 6040 6041 6042 6043 6044 6045 6046 6047 6056 6057 6058 6059 6060 6061 6062 6063 6072 6073 6074 6075 6077 6079 6080 6081 6082 6086 6087 6088 6089 6090 6091 6092 6093 6094 6095 6096 6097 6098 6099 6100 6101 6103 6105 6107 6108 6109 6110 6111 6112 6113 6114 6115 6116 6117 6118 6119 6120 6121 6122 6123 6124 6125 6126 6127 6128 6129 6130 6131 6132 6133 6134 6136 6137 6138 6139 6140 6141 6142 6143 6144 6145 6146 6147 6148 6149 6150 6151 6152 61536154 6155 6156 6157 6158 6159 6160 6161 6162 6163 6164 6168 6169 6170 6171 6173 6174 6175 6176 61776178 6179 6180 6181 6182 6183 6184 61856186 6187 6188 61896190 6191 6192 6193 6337 6338 6339 6340 6341 6342 6343 6344 63456346 6194 6195 6196 6197 6198 6199 6348 6351 6353 6354 6355 6356 6357 6359 6362 6363 6369 6370 6371 6372 6373 6383 6384 6385 6386 6387 6388 63896390 6391 6392 6393 6394 6395 6396 6397 6398 6399 6400 6901 6902 6903 6904 6905 6910 6911 6912 6401 6402 6403 6404 6405 6406 6407 6408 6419 6420 6421 6422 6425 6426 6429 6430 6431 6432 6433 64346435 6437 6438 6439 6440 6441 6442 6444 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 6459 6460 6461 6462 64636464 6465 6466 6467 6468 6469 6470 6476 6471 6920 6921 69226923 6924 6925 6926 6927 6928 6929 69306931 6932 6477 6478 6479 6480 6481 6482 6483 6487 6494 6496 6498 6499 6500 6705 6708 6709 6710 67116713 6714 6715 6716 6717 6718 6719 6720 6721 6722 6723 6724 6725 6726 6727 6728 6729 6730 6731 6732 6733 6734 6735 6736 6737 6738 6739 6740 6741 6742 6743 6744 6745 6746 6747 6748 6749 6750 6751 6752 6753 6754 6755 6756 67576758 6933 6934 6935 6936 6937 69386939 6940 6941 6942 6943 6944 6945 6946 6947 6948 6949 6950 6951 6953 6954 6955 6956 6957 6958 6959 6960 6961 6962 6963 6964 69656966 6967 6968 6969 6970 69716972 6973 6974 6975 6976 6977 6978 6979 6980 6981 6982 6983 6984 6985 6986 6987 6988 6989 6990 6991 6992 6993 6994 6995 6996 6997 6998 6999 7000 6601 6603 6609 6610 6612 6613 6618 6620 6621 6623 6624 6625 6626 6759 6760 6761 6762 6763 6764 6765 6766 6767 6768 6769 6770 6771 6772 6773 6774 6775 6776 6777 6778 6779 6780 6781 6782 6783 6784 6785 67866787 6788 6789 6790 6791 6792 6793 6794 6795 6796 6797 6798 6799 6800 5601 5602 5603 5604 5605 5606 5608 5609 5610 5611 5612 5613 5614 5615 5616 5617 5618 66276628 6629 6630 6631 6632 6633 66346635 6636 6637 6638 6639 6640 6641 6642 6643 6644 6645 6646 6647 6648 6649 6650 6651 6652 6653 6654 6656 66616662 6665 6666 6667 6668 6669 6670 6671 6672 6673 6674 6675 6685 6687 6689 6690 6691 66936694 6695 6696 6697 6698 6699 6700 6801 6802 6803 6804 6805 6806 6807 6808 6809 6810 6811 6812 6813 6814 5619 5620 5621 5622 5623 5626 5627 5628 5629 5630 5631 5632 5633 5634 5635 56365637 5638 5639 5640 5641 5643 5647 5649 5650 5651 5653 5654 5655 5656 6815 6818 6819 6820 6821 6822 6823 6824 6827 6828 6829 6830 6832 6834 6836 6838 6839 6840 6842 6843 6844 6845 6846 68476848 6849 6850 6851 6852 6853 6854 6855 6856 6857 6858 6859 6860 6861 6862 6863 6864 6865 5668 5669 5670 5676 6871 6872 6873 6874 6875 6876 6877 6878 6879 5677 5678 5679 5682 56835684 5685 56865687 5688 5690 5691 5692 5693 5695 5698 5699 5901 5902 6880 6882 6881 6883 6884 6885 6886 6887 6888 6889 6890 6891 6892 6893 6894 6895 6201 6202 6203 6204 6205 6206 6207 6208 6209 6210 6211 6212 6213 6215 6216 6217 6218 6219 6220 6222 6224 6225 6226 6227 6228 6229 6230 6231 623262336234 6235 6236 6237 62386239 6240 6241 6242 6243 6244 6245 6246 6247 6248 6249 6250 6251 6252 6253 6254 6255 6256 6257 6258 6259 6260 6261 6262 6263 6264 6266 6267 6268 6269 6265 6270 6271 6272 6273 6274 6275 6276 6277 62786279 6280 6281 6282 6283 6284 6285 6286 6287 6288 6289 6290 6291 6292 6294 6295 6296 6297 6298 6299 6300 6301 6302 6303 6304 6305 6306 6307 6308 6309 6310 6311 63126313 6314 6315 6316 6317 6318 6319 6321 6324 6325 6326 6327 6328 6329 6330 6331 6332 63336334 6335 6336 6002 6003 6004 6005 6006 6007 6008 6009 60106011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 60226023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 60346035 6036 6037 6038 6039 6040 6041 6042 6043 6044 6045 6046 6047 6048 6049 6050 6051 6052 6053 6057 6055 6056 6057 6058 6059 6060 6061 6062 6063 6064 6065 6066 6067 6068 6069 6070 6071 6072 6073 6074 6075 6076 6077 6078 6079 6080 6081 6082 6083 6084 6085 6086 6087 6088 6089 6090 6091 6092 6093 6094 6095 6096 6097 6098 6099 6100 6101 6102 6103 6104 6105 6106 6107 6108 6109 6110 6111 6112 6113 6114 6115 6116 6117 6118 6119 6120 6121 6122 6123 6124 6125 6126 6127 6128 6129 6130 6131 6132 6133 6134 61356136 6137 6138 6139 6140 6141 6142 6143 6144 6145 6146 6147 6148 6149 6150 6151 6152 61536154 6155 6156 6157 6158 6159 6160 6161 6162 6163 6164 6165 6166 6167 6168 6169 6170 6171 61726173 6174 6175 6176 61776178 6179 6180 6181 6182 6183 6184 61856186 6187 6188 61896190 6191 6192 6193 6337 6338 6339 6340 6341 6342 6343 6344 63456346 6194 6195 6196 6197 6198 6199 6200 6347 6348 6349 6350 6351 6352 6353 6354 6355 6356 6357 6358 63596360 6361 6362 6363 6364 6365 6366 63676368 6369 6370 6371 6372 6373 6383 6384 6385 6386 6387 6388 63896390 6391 6392 6393 6394 6395 6396 6397 6398 6399 6400 6901 6902 6903 6904 6905 6906 6907 6908 6909 6910 6911 69126913 6914 6915 6916 6917 6918 6401 6402 6403 6404 6405 6406 6407 6408 6409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6423 6424 6425 6426 6427 6428 6429 6430 6431 6432 6433 64346435 6436 6437 6438 6439 6440 6441 6442 6444 6445 6443 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 6459 6460 6461 6462 64636464 6465 6466 6467 6468 6469 6470 6474 6476 6471 6919 6920 6921 69226923 6924 6925 6926 6927 6928 6929 69306931 6932 6477 6478 6479 6480 6481 6482 6483 6484 6485 6486 6487 6488 6492 6493 6494 6495 6497 6498 6499 6500 6701 6702 6703 6704 6705 67066707 6708 6709 6710 6711 6712 6713 6714 6715 6716 6717 6718 6719 6720 6721 6722 6723 6724 6725 6726 6727 6728 6729 6730 6731 6732 6733 6734 6735 6736 6737 6738 6739 6740 6741 6742 6743 6744 6745 6746 6747 6748 6749 6750 6751 6752 6753 6754 6755 6756 67576758 6933 6934 6935 6936 6937 69386939 6940 6941 6942 6943 6944 6945 6946 6947 6948 6949 6950 6951 6952 6953 6954 6955 6956 6957 6958 6959 6960 6961 6962 6963 6964 69656966 6967 6968 6969 6970 69716972 6973 6974 6975 6976 6977 6978 6979 6980 6981 6982 6983 6984 6985 6986 6987 6988 6989 6990 6991 6992 6993 6994 6995 6996 6997 6998 6999 7000 6601 6602 6603 6604 6605 6606 6607 6608 6609 6610 6611 6612 6613 6614 6615 6616 66176618 6619 6620 66216622 6623 6624 6625 6626 6759 6760 6761 6762 6763 6764 6765 6766 6767 6768 6769 6770 6771 6772 6773 6774 6775 6776 6777 6778 6779 6780 6781 6782 6783 6784 6785 67866787 6788 6789 6790 6791 6792 6793 6794 6795 6796 6797 6798 6799 6800 5601 5602 5603 5604 5605 5606 5607 5608 5609 5610 5611 5612 5613 5614 5615 5616 5617 5618 66276628 6629 6630 6631 6632 6633 66346635 6636 6637 6638 6639 6640 6641 6642 6643 6644 6645 6646 6647 6648 6649 6650 6651 6652 6653 6654 6655 6656 6657 6658 6659 6660 66616662 6663 6664 6665 6666 6667 6668 6669 6670 6671 6672 6673 6674 6675 6676 6677 6678 6679 6680 6681 6682 6683 6684 6685 6686 6687 6688 6689 6690 6691 6692 66936694 6695 6696 6697 6698 6699 6700 6801 6802 6803 6804 6805 6806 6807 6808 6809 6810 6811 6812 6813 6814 5619 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 5632 5633 5634 5635 56365637 5638 5639 5640 5641 5642 5643 5644 5645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 6815 6816 6817 6818 6819 6820 6821 6822 6823 6824 6825 6826 6827 6828 6829 68306831 6832 6833 6834 6835 6836 6837 6838 6839 6840 6841 6843 6844 6845 6846 68476848 6849 6850 6851 6852 6853 6854 6855 6856 6857 6858 6863 6864 6865 6866 6867 6868 6869 6870 56585659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 56725673 56745675 5676 6871 6872 6873 6874 6875 6876 6877 6878 6879 5677 5678 5679 5682 56835684 5685 56865687 5688 5689 5690 5691 5692 5693 5694 5695 5696 5697 5698 5699 5700 5901 5902 5903 5904 6880 6882 6881 6883 6884 6885 6886 6887 6888 6889 6890 6891 6892 6893 6894 6895 6896 6897 TREE PRESERVATION LEGEND TREE TO REMAIN TREE TO BE REMOVED TREE PROTECTION FENCE LIMITS OF GRADING NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY OVERALL TREE MITIGATION PLAN L1.00 1 OVERALL TREE MITIGATION PLAN 1" = 40'-0" PR O P E R T Y L I N E P R O P E R T Y L I N E PR O P E R T Y L I N E ST O N E M Y E R S P A R K W A Y WESTPORT PARKWAY PROPOSED BUILDING 75' RIGHT OF WAY 75 ' R I G H T O F W A Y VICINITY MAP TARRANT COUNTY PROJECT LOCATION LOT 1, BLOCK 3 STONE MYERS BUSINESS PARK INST. NO. D205356722 LOT 1, BLOCK 4 STONE MYERS BUSINESS PARK INST. NO. D207260069 LOT 1AR1, BLOCK 1 THE GATEHOUSE IN GRAPEVINE INST. NO. D217224269 LOT 1, BLOCK A STONE MYERS BUSINESS PARK INST. NO. D222184395 LOT 1R1, BLOCK 1R PAVESTONE INDUSTRIAL INST. NO. D203063396 APP R O X I M A T E L I M I T S OF F L O O D Z O N E LOT 1R1, BLOCK 1R PAVESTONE INDUSTRIAL INST. NO. D203063396 LOT 3, BLOCK 3 STONE MYERS BUSINESS PARK INST. NO. D204251683 75' D R A I N A G E E A S E M E N T 10 ' U T I L I T Y E A S E M E N T 10' U T I L I T Y EA S E M E N T 30' B U I L D I N G LIN E LOT 2, BLOCK 1 CLASSIC COLLISION ADDITION INST. NO. D216124100 FLOODPL A I N D R A I N A G E AND EAS E M E N T PROPERTY LINE EXISTING TREES TO BE PRESERVED (TYP) PR O P O S E D P R O P E R T Y L I N E TREE PROTECTION FENCING, TYP. REF SHEET L1.03 FOR DETAILS LIMITS OF GRADING, TYP. LIMITS OF GRADING, TYP. PROPOSED ULTIMATE FLOODPLAIN EXISTING FLOODPLAIN NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY TREE INVENTORY L1.01 NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY TREE INVENTORY L1.02 1.PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: THE FOLLOWING PROCEDURES SHALL BE FOLLOWED ON ALL TYPES OF CONSTRUCTION PROJECTS. A.DURING PRE-CONSTRUCTION, TREES TO BE REMOVED SHOULD BE REMOVED FROM THE SITE IN A MANNER TO AVOID INJURY TO REMAINING TREES, INCLUDING THE REMOVAL OF STUMPS AND/OR ROOT SYSTEMS. HEAVY EQUIPMENT SHALL NOT ENCROACH ON THE ROOT SYSTEMS OF TREES TO BE RETAINED OR OTHER TREES OF HIGH VALUE. IF NECESSARY, TREES SHOULD BE REMOVED MANUALLY WITH CHAIN SAWS, AND STUMPS SHOULD BE GROUND OUT INSTEAD OF USING HEAVY EQUIPMENT. B.CRITICAL ROOT ZONES SHALL BE ESTABLISHED AND MAINTAINED FOR ALL TREES TO BE CONSERVED ON A CONSTRUCTION SITE. THIS AREA MAY BE ADJUSTED FOR EXISTING BUILDINGS, WALKWAYS, AND ROADS BY PERMISSION OF OWNER. BARRICADES SHALL BE 4 FOOT HIGH ORANGE VINYL CONSTRUCTION FENCE. SIGNS, IN ENGLISH AND SPANISH SHALL BE PLACED VISIBLE FROM ALL DIRECTIONS, ALONG THE FENCE TO INFORM WORKERS OF THE PURPOSE OF THE BOUNDARY. THE BARRIER AND PROPER SIGNAGE SHALL BE INSTALLED PRIOR TO ANY SITE PREPARATION AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN THE TREE DRIP LINE. APPLY 4 INCHES OF COURSE MULCH WITHIN PROTECTION AREAS TO HELP REDUCE MOISTURE STRESS AND REDUCE MAINTENANCE. C.WHERE EXCAVATIONS ARE PERFORMED WITHIN THE ROOT ZONE OF TREES, TRENCHING SHOULD BE PERFORMED MANUALLY, OR BY USING A VIBRATORY PLOW, DIRECTIONAL BORER, OR BY AIR SPADING. BACKHOES SHALL NOT BE USED TO RIP ROOTS AT CONSIDERABLE DISTANCES FROM THE POINT OF EXCAVATION. WHEN TRENCHING OR MODIFICATION OF THE ROOT ZONE ENCROACHES HEAVILY ONTO ESTABLISHED TREES, A ROOT PRUNING METHOD SHOULD BE EMPLOYED WHERE THE ROOTS ARE EXPOSED AND TRIMMED WITH PROPER PRUNING TOOLS SEVERAL INCHES TO THE SIDE OF THE TRENCH BORDERING THE TRUNK OF THE AFFECTED TREE. TEARING OF ROOTS IS TO BE AVOIDED. SUPPLEMENTAL IRRIGATION SHALL START IF NEEDED. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH TO THE SOIL AND SEALED USING LAC BALSAM. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE (I.E. WITHIN THE SAME WORKDAY). IF ROOTS ARE NOT BACKFILLED WITHIN THIS TIME, THEY SHALL BE COVERED WITH ORGANIC MATERIAL SUCH AS COMPOSTED MULCH TO A DEPTH OF 4 INCHES, WHICH WILL REDUCE TEMPERATURE AND MINIMIZE WATER LOSS DUE TO EVAPORATION. D.ALL TREES DIRECTLY ADJACENT TO BUILDINGS SHOULD BE PRUNED FOR CANOPY RAISING TO PROVIDE A MINIMUM OF 4 TO 6 FEET OF CLEARANCE OVER THE BUILDINGS AS WELL AS CANOPY REDUCTION PRUNING TO PROVIDE A MINIMUM OF 2 FEET CLEARANCE AWAY FROM THE SIDES OF BUILDINGS. 3.THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE SUBJECT TO THE REQUIREMENTS OF THE CITY ORDINANCE. A.MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. B.EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDS DEPOSITED OR ALLOWED TO FLOW OVERLAND WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT LIMITATION, PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS. C.TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. D.GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE CONSTRUCTION METHODS ARE APPROVED BY THE LANDSCAPE ARCHITECT. E.IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS THAT MAY REASONABLY BE EXPECTED TO KILL A TREE SHALL BE PLACED WITHIN THE LIMITS OF CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS OTHERWISE ALLOWED IN THE CITY ORDINANCE. 4.PROHIBITED ACTIVITIES IN DRIP-LINE: NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP-LINE OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT THE SPECIFIC APPROVAL OF THE LANDSCAPE ARCHITECT. 5.TREES THAT WERE PREVIOUSLY IRRIGATED SHALL BE IRRIGATED DURING CONSTRUCTION. THEY SHALL RECEIVE A MIN. OF ONE INCH OF WATER PER WEEK FROM THE COMBINATION OF RAINFALL AND IRRIGATION. TREES WITH ROOT-DAMAGE SHALL RECEIVE TWO INCHES OF WATER PER WEEK FROM COMBINATION OF RAINFALL AND IRRIGATION. 6.CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO REMAIN. CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING CONSTRUCTION. TREE MITIGATION NOTES NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY TREE INVENTORY AND DETAILS L1.03 PROTECTED TREE TO REMAIN ORANGE CONSTRUCTION FENCE METAL T-POST (DIRECT BURIED 24" MIN) LIMITS OF DRIP-LINE 4' - 0 " M I N . TREE PROTECTION FENCING 3/4" = 1'-0"1 MINIMUM LIMITS OF CRITICAL ROOT ZONE RADIUS = 1 FT. PER INCH OF TRUNK DIAMETER CRITICAL ROOT ZONE DRIPLINE OF TREE TREE PROTECTION FENCING; RE: DET. 4 / THIS SHEET EXISTING TREE TO REMAIN NOTE: TREE PROTECTION FENCING SHALL BE PLACED AT OR BEYOND THE DRIP LINE OR CRITICAL ROOT ZONE, WHICHEVER IS GREATER. 6'-8' O.C. TYP TREE PROTECTION FENCING - PLAN VIEW N.T.S2 6877 5667 6877 NO P A R K I N G NO P A R K I N G SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS TREES PC 7 PISTACIA CHINENSIS CHINESE PISTACHE 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING QV2 12 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING PLANT SCHEDULE 2 2 2 2 1 1 PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT IT IT ITIT IT IT IT IT PLT PLT PLT IT IT 2'- 0 " , T Y P . 20 ' - 0 " 2 0 ' - 0 " 20 ' - 0 " 20'-0" VI S I B I L I T Y T R I A N G L E VI S I B I L I T Y T R I A N G L E N 88°36'50" E 100.88' S 3 8 ° 1 8 ' 3 3 " E 4 0 7 . 6 9 ' S 56 ° 4 8 ' 1 1 " W 3 1 . 7 0 ' N 85°37'02" W 553. 4 7 ' N 2 4 ° 0 2 ' 0 3 " E 3 5 4 . 0 6 ' N 88°47'24" E 73.24' N 3 3 ° 4 7 ' 2 4 " E 2 0 1 . 4 7 ' Δ=15°28'47" R=837.50' L=226.27' T=113.83' CB=S 27°38'51" W CD=225.58' VI S I B I L I T Y T R I A N G L E VISIBILITY TRIANGLE IT PLT IT IT IT 20'- 0 " 2 0 ' - 0 " PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT 2 IT 2 2 2 1.SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT WHEN MEASURED IMMEDIATELY AFTER PLANTING. HEDGES, WHERE INSTALLED, SHALL BE PLANTED AND MAINTAINED TO FORM A CONTINUOUS, UNBROKEN, SOLID, VISUAL SCREEN WHICH WILL BE THREE (3) FEET HIGH WITHIN ONE (1) YEAR AFTER TIME OF PLANTING. 2.ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. CITY OF GRAPEVINE GENERAL LANDSCAPE NOTES SYMBOL CODE BOTANICAL / COMMON NAME TREES PC PISTACIA CHINENSIS CHINESE PISTACHE QV2 QUERCUS VIRGINIANA SOUTHERN LIVE OAK UC2 ULMUS CRASSIFOLIA CEDAR ELM ORNAMENTAL TREES ILD ILEX DECIDUA POSSUMHAW HOLLY SHRUBS ID ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY MCD MYRICA CERIFERA `DON`S DWARF` DON`S DWARF WAX MYRTLE NTP NASSELLA TENUISSIMA `PONY TAILS` MEXICAN FEATHERGRASS SG2 SALVIA GREGGII AUTUMN SAGE YR YUCCA RECURVIFOLIA SOFT LEAF YUCCA GROUND COVERS CD2 CAREX DIVULSA EUROPEAN GREY SEDGE SOD/SEED CD CYNODON DACTYLON BERMUDA GRASS FR SHADE FRIENDLY WILDFLOWER MIX PLANT KEYCODEDESCRIPTION COBBLE, SIZE 1.5" RIVER ROCK, LIVING EARTH OR APPROVED EQUAL. STEEL EDGING 1 2 HARDSCAPE KEY NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY OVERALL LANDSCAPE PLAN L2.00 1 OVERALL LANDSCAPE PLAN 1" = 40'-0" WESTPORT PARKWAY (75' RIGHT-OF-WAY) ST O N E M Y E R S P A R K W A Y (7 5 ' R I G H T - O F - W A Y ) PROPOSED BUILDING 42,000 SF FFE: 562.15 PR O P E R T Y L I N E LI M I T S O F G R A D I N G P R O P E R T Y L I N E 75 ' R. O . W 10' U T I L I T Y EA S E M E N T LOT 1, BLOCK 4 STONE MYERS BUSINESS PARK INST. NO. D207260069 LOT 2, BLOCK 1 CLASSIC COLLISION ADDITION INST. NO. D216124100 LOT 1AR1, BLOCK 1 THE GATEHOUSE IN GRAPEVINE INST. NO. D217224269 LOT 3, BLOCK 3 STONE MYERS BUSINESS PARK INST. NO. D204251683 LOT 1R1, BLOCK 1R PAVESTONE INDUSTRIAL INST. NO. D203063396 LOT 1R1, BLOCK 1R PAVESTONE INDUSTRIAL INST. NO. D203063396 LOT 1, BLOCK 3 STONE MYERS BUSINESS PARK INST. NO. D205356722 75' D R A I N A G E E A S E M E N T LOT 1A, BLOCK A 5.298 ACRES (230,802 SF) 30 'BU I L D I N G LIN E 10 ' U T I L I T Y E A S E M E N T VICINITY MAP TARRANT COUNTY PROJECT LOCATION LOT 2A, BLOCK A 2.030 ACRES (88,415 SF) LOT 2A, BLOCK A STONE MYERS BUSINESS PARK INST. NO. D222184395 L2.02 L2.03 L2.04 L2.05 LIM I T S O F G R A D I N G LIMITS O F G R A D I N G EXISTING TREES TO BE PRESERVED (TYP) EXISTING TREES TO BE PRESERVED (TYP) OWNER INFORMATION EOR INFORMATION LANDSCAPE INFORMATION PR O P O S E D L O T L I N E PR O P O S E D L O T L I N E PR O P O S E D S T O R M L I N E EXISTING FLOODPLAIN NOTE: SITE PLAN SP25-07/CP25-02 IS TO ALLOW FOR CONSTRUCTION OF A 42,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING. 1"=40'-0" 30 ' - 0 " P E R I M E T E R LA N D S C A P E S E T B A C K 10'- 0 " P E R I M E T E R LAN D S C A P E EXISTING TREES TO BE PRESERVED (TYP) PROP. 100-YR FLOODPLAIN EXISTING TREES TO BE PRESERVED (TYP) 1 0 ' - 0 " PE R I M E T E R LA N D S C A P E 3 0 ' - 0 " P E R I M E T E R LA N D S C A P E S E T B A C K 1.ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2.FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THE SITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS. 3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION. 4.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 5.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND ACCESSORIES. 6.ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER, HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 7.BALLED AND BURLAPPED TREES SHALL HAVE THE TOP HALF OF THE WIRE BASKET REMOVED. THE BURLAP SHALL BE REMOVED TO THE GREATEST EXTENT POSSIBLE, USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALF UNDER THE WIRE BASKET THAT REMAINS. 8.QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PLANTING GENERAL NOTES SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE/COND.REMARKS TREES PC 7 PISTACIA CHINENSIS CHINESE PISTACHE 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING QV2 12 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 3" CAL / B&B SINGLE, STRAIGHT LEADER, MATCHING UC2 14 ULMUS CRASSIFOLIA CEDAR ELM 3" CAL / B&B MATCHED, WELL BRANCHED, STRONG CENTRAL LEADER ORNAMENTAL TREES ILD 3 ILEX DECIDUA POSSUMHAW HOLLY 3" CAL / B&B MULTI-LEADER, FULL, MATCHING SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE REMARKS SHRUBS ID 47 ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY 5 GAL FULL, MATCHING. MIN. 30 INCHES HEIGHT AT INSTALL. MCD 39 MYRICA CERIFERA `DON`S DWARF` DON`S DWARF WAX MYRTLE 5 GAL FULL, MATCHING. MIN. 30 INCHES HEIGHT AT INSTALL. NTP 61 NASSELLA TENUISSIMA `PONY TAILS` MEXICAN FEATHERGRASS 1 GAL FULL, MATCHING SG2 46 SALVIA GREGGII AUTUMN SAGE 3 GAL FULL,MATCHING YR 17 YUCCA RECURVIFOLIA SOFT LEAF YUCCA 3 GAL FULL, MATCHING SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE SPACING REMARKS GROUND COVERS CD2 1,595 CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL 12" o.c. SOD/SEED CD 46,084 SF CYNODON DACTYLON BERMUDA GRASS SOD SOLID, ROLLED TIGHT, SAND FILLED JOINTS, 100% WEED, PEST AND DISEASE FREE FR 14,208 SF SHADE FRIENDLY WILDFLOWER MIX SEED BY NATIVE AMERICAN SEED. ITEM: #4505 PLANT SCHEDULE PLANT KEY NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY LANDSCAPE NOTES & DETAILS L2.01 NOTE: SITE PLAN SP25-07/CP25-02 IS TO ALLOW FOR CONSTRUCTION OF A 42,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING. CANOPY TREE PLANTING 3/4" = 1'-0" 12 GA. BRAIDED WIRE, TYP. ALLOW FOR 6" OF HORIZONTAL MOVEMENT IN ANY ONE DIRECTION 6' STEEL T-POSTS (3), SPRAY PAINT BLACK SET TREE PLUMB LEAVE TRUNK FLARE EXPOSED, SET ROOT BALL 2" ABOVE FINISHED GRADE 3" SHREDDED MULCH AS SPECIFIED BACKFILL WITH SOIL FROM TREE PIT EXCAVATION, TAMP LIGHTLY & WATER IN 6" LIFTS TREE PIT MINIMUM 2X WIDTH OF ROOT BALL SCARIFY EDGES TAMPED MOUND UNDISTURBED SOIL EDGE OF ROOT BALL MULCH WITHIN AREA OF EXCAVATION STAKES EDGE OF HOLE 1 SPACING PER PLAN OR PLANT SCHEDULE 3" 9" PLANTING SOIL IN SHRUB BEDS: 1.EXCAVATE EXISTING SOILS 4" BELOW ADJACENT CURB OR SIDEWALK 2.ADD 3" COMPOST & TILL INTO 6" EXISTING SOILS, CREATING 9" PLANTING SOIL 3.ADD 3" MULCH AFTER PLANTING SHREDDED BARK MULCH LAYER TYP. SHRUB PLANTING 1" = 1'-0" SHRUB PER PLANTING PLAN 2 SOIL PROFILE FOR SOD 1 1/2" = 1'-0" TURF, REF. PLANTING PLANS FOR TYPE 1" 4" EXISTING SOIL TOPSOIL PREP: 1.FINISH GRADE TOPSOIL BY REMOVING STONES LARGER THAN 1" IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER TO LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 2.ADD 1" COMPOST ON THE SURFACE, THEN TILL TO 4" DEPTH 3.INSTALL SOD AS SHOWN AND NOTED PER SPECIFICATIONS, REF. PLANTING PLANS FOR TYPE 3 NOTE: STEEL EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN AREAS & SHALL CREATE SMOOTH, EVEN LINES (AS INDICATED ON THE PLANS) STEEL EDGING AT PLANTING 1 1/2" = 1'-0" MULCH PREPARED SOIL IN PLANTING AREAS TOPSOIL 316" x 4" STEEL EDGING (BLACK), LOCATED ON PLANTER BED SIDE, TACK WELD CORNERS AND JOINTS, SPOT SPRAY PAINT WHERE NEEDED WITH BLACK ENAMEL TOP OF SOD LAYER 4 RIVER COBBLE 1" = 1'-0" RIVER COBBLE REF. PLANS FOR TYPE 3 16"X4" BLACK STEEL EDGING SEE PLANS FOR ADJACENT CONDITION COMPACTED SUBGRADE FILTER FABRIC TURNED UP 2" STRUCTURE, REF. PLANS FOR TYPE 3" D E P T H M I N . 5 NO P A R K I N G NO P A R K I N G 2 2 2 2 1 1 PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT PLT IT IT ITIT IT 2'- 0 " , T Y P . 20 ' - 0 " 2 0 ' - 0 " S 56 ° 4 8 ' 1 1 " W 3 1 . 7 0 ' N 85°37'02" W 553. 4 7 ' Δ=15°28'47" R=837.50' L=226.27' T=113.83' CB=S 27°38'51" W CD=225.58' VI S I B I L I T Y T R I A N G L E VISIBILITY TRIANGLE IT IT IT IT 20'- 0 " 2 0 ' - 0 " 2 IT 2 2 TYP. UC2 TYP. QV2 TYP. PC TYP. PC TYP. UC2 SYMBOL CODE BOTANICAL / COMMON NAME TREES PC PISTACIA CHINENSIS CHINESE PISTACHE QV2 QUERCUS VIRGINIANA SOUTHERN LIVE OAK UC2 ULMUS CRASSIFOLIA CEDAR ELM ORNAMENTAL TREES ILD ILEX DECIDUA POSSUMHAW HOLLY SHRUBS ID ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY MCD MYRICA CERIFERA `DON`S DWARF` DON`S DWARF WAX MYRTLE NTP NASSELLA TENUISSIMA `PONY TAILS` MEXICAN FEATHERGRASS SG2 SALVIA GREGGII AUTUMN SAGE YR YUCCA RECURVIFOLIA SOFT LEAF YUCCA GROUND COVERS CD2 CAREX DIVULSA EUROPEAN GREY SEDGE SOD/SEED CD CYNODON DACTYLON BERMUDA GRASS FR SHADE FRIENDLY WILDFLOWER MIX PLANT KEY CODE DESCRIPTION COBBLE, SIZE 1.5" RIVER ROCK, LIVING EARTH OR APPROVED EQUAL. STEEL EDGING 1 2 HARDSCAPE KEY NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY LANDSCAPE PLAN L2.02 1 LANDSCAPE PLAN 1" = 20'-0" WESTPORT PARKWAY (75' RIGHT-OF-WAY) ST O N E M Y E R S P A R K W A Y (7 5 ' R I G H T - O F - W A Y ) PROPOSED BUILDING FFE: 562.15 PROPERTY LINE PR O P E R T Y L I N E P R O P E R T Y L I N E PROPOSED SIDEWALK, REF. CIVIL PROPOSED BFR, TYP., REF. CIVIL PROPOSED WATER METER (IRRIGATION) 10' U T I L I T Y EA S E M E N T LOT 1, BLOCK 4 STONE MYERS BUSINESS PARK INST. NO. D207260069 LOT 2, BLOCK 1 CLASSIC COLLISION ADDITION INST. NO. D216124100 LOT 1A, BLOCK A 5.298 ACRES (230,802 SF) MORSCO PROPERTIES, LLC INST. NO. D222232507 30' B U I L D I N G LIN E 10 ' U T I L I T Y E A S E M E N T MATCH LINE- SEE SHEET L2.04 MA T C H L I N E - S E E S H E E T L2 . 0 3 DUMPSTER, REF. CIVIL TRANSFORMER, REF. CIVIL PROPOSED WATER METER (DOMESTIC) PROPOSED FDC/FIRE HYDRANT PR O P O S E D W A T E R L I N E , R E F . C I V I L PR O P O S E D S T O R M L I N E , R E F . C I V I L PROPOSED SIDEWALK, REF. CIVIL PROPOSED 10'-0" UTILITY EASMENT PR O P O S E D W A T E R LI N E , R E F . C I V I L P R O P O S E D S E W E R L I N E , R E F . C I V I L 26' - 0 " F I R E L A N E IT:INTERIOR LANDSCAPE TREE PLT:PERIMETER AREA TREE NOTE: SITE PLAN SP25-07/CP25-02 IS TO ALLOW FOR CONSTRUCTION OF A 42,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING. 1"=40'-0" 30 ' - 0 " P E R I M E T E R LA N D S C A P E S E T B A C K 30 ' - 0 " P E R I M E T E R LA N D S C A P E S E T B A C K 10'- 0 " P E R I M E T E R LAN D S C A P E TRANSFORMER PAD, REF. CIVIL 6877 5667 6877 PLT 20 ' - 0 " 20'-0" VI S I B I L I T Y T R I A N G L E VI S I B I L I T Y T R I A N G L E N 2 4 ° 0 2 ' 0 3 " E 3 5 4 . 0 6 ' PLT PLT PLT PLT PLT PLT PLT PLT PLT SYMBOL CODE BOTANICAL / COMMON NAME TREES PC PISTACIA CHINENSIS CHINESE PISTACHE QV2 QUERCUS VIRGINIANA SOUTHERN LIVE OAK UC2 ULMUS CRASSIFOLIA CEDAR ELM ORNAMENTAL TREES ILD ILEX DECIDUA POSSUMHAW HOLLY SHRUBS ID ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY MCD MYRICA CERIFERA `DON`S DWARF` DON`S DWARF WAX MYRTLE NTP NASSELLA TENUISSIMA `PONY TAILS` MEXICAN FEATHERGRASS SG2 SALVIA GREGGII AUTUMN SAGE YR YUCCA RECURVIFOLIA SOFT LEAF YUCCA GROUND COVERS CD2 CAREX DIVULSA EUROPEAN GREY SEDGE SOD/SEED CD CYNODON DACTYLON BERMUDA GRASS FR SHADE FRIENDLY WILDFLOWER MIX PLANT KEY CODE DESCRIPTION COBBLE, SIZE 1.5" RIVER ROCK, LIVING EARTH OR APPROVED EQUAL. STEEL EDGING 1 2 HARDSCAPE KEY NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY LANDSCAPE PLAN L2.03 1 LANDSCAPE PLAN 1" = 20'-0" LIM I T S O F G R A D I N G LOT 1AR1, BLOCK 1 THE GATEHOUSE IN GRAPEVINE INST. NO. D217224269 LOT 3, BLOCK 3 STONE MYERS BUSINESS PARK INST. NO. D204251683 75' D R A I N A G E E A S E M E N T 10 ' U T I L I T Y E A S E M E N T LOT 2A, BLOCK A STONE MYERS BUSINESS PARK INST. NO. D222184395 LOT 2A, BLOCK A 2.030 ACRES (88,415 SF) MATCH LINE- SEE SHEET L2.05 MA T C H L I N E - S E E S H E E T L2 . 0 2 WESTPORT PARKW A Y (75' RIGHT-OF-WA Y ) EXISTING TREES TO BE PRESERVED TYP PR O P . P R O P E R T Y L I N E IT:INTERIOR LANDSCAPE TREE PLT:PERIMETER AREA TREE PROPOSED ULTIMATE FLOODPLAIN EXISTING FLOODPLAIN NOTE: SITE PLAN SP25-07/CP25-02 IS TO ALLOW FOR CONSTRUCTION OF A 42,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING. 1"=40'-0" 30 ' - 0 " PE R I M E T E R LA N D S C A P E SE T B A C K 10' - 0 " P E R I M E T E R L A N D S C A P E PLT PLT PLT PLT IT IT IT IT PLT PLT PLT IT N 88°36'50" E 100.88' S 3 8 ° 1 8 ' 3 3 " E 4 0 7 . 6 9 ' N 3 3 ° 4 7 ' 2 4 " E 2 0 1 . 4 7 ' PLT PLT PLT PLT 2 TYP. PC TYP. QV2 TYP. QV2TYP. UC2 SYMBOL CODE BOTANICAL / COMMON NAME TREES PC PISTACIA CHINENSIS CHINESE PISTACHE QV2 QUERCUS VIRGINIANA SOUTHERN LIVE OAK UC2 ULMUS CRASSIFOLIA CEDAR ELM ORNAMENTAL TREES ILD ILEX DECIDUA POSSUMHAW HOLLY SHRUBS ID ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY MCD MYRICA CERIFERA `DON`S DWARF` DON`S DWARF WAX MYRTLE NTP NASSELLA TENUISSIMA `PONY TAILS` MEXICAN FEATHERGRASS SG2 SALVIA GREGGII AUTUMN SAGE YR YUCCA RECURVIFOLIA SOFT LEAF YUCCA GROUND COVERS CD2 CAREX DIVULSA EUROPEAN GREY SEDGE SOD/SEED CD CYNODON DACTYLON BERMUDA GRASS FR SHADE FRIENDLY WILDFLOWER MIX PLANT KEY CODE DESCRIPTION COBBLE, SIZE 1.5" RIVER ROCK, LIVING EARTH OR APPROVED EQUAL. STEEL EDGING 1 2 HARDSCAPE KEY NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY LANDSCAPE PLAN L2.04 1 LANDSCAPE PLAN 1" = 20'-0" PROPOSED BUILDING L I M I T S O F G R A D I N G LI M I T S O F G R A D I N G LI M I T S O F G R A D I N G P R O P E R T Y L I N E LOT 1R1, BLOCK 1R PAVESTONE INDUSTRIAL INST. NO. D203063396 LOT 1, BLOCK 3 STONE MYERS BUSINESS PARK INST. NO. D205356722 MORSCO PROPERTIES, LLC INST. NO. D222232507 FLOODPL A I N D R A I N A G E AND EAS E M E N T MA T C H L I N E - S E E S H E E T L2 . 0 5 MATCH LINE- SEE SHEET L2.02 PR O P E R T Y L I N E PR O P O S E D S T O R M L I N E , R E F . C I V I L 10' U T I L I T Y EAS E M E N T 26' - 0 " FIR E L A N E PR O P O S E D S T O R M L I N E , R E F . C I V I L IT:INTERIOR LANDSCAPE TREE PLT:PERIMETER AREA TREE PROPOSED ULTIMATE FLOODPLAIN PROPOSED ULTIMATE FLOODPLAIN NOTE: SITE PLAN SP25-07/CP25-02 IS TO ALLOW FOR CONSTRUCTION OF A 42,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING. 1"=40'-0" 10'- 0 " P E R I M E T E R LAN D S C A P E P R O P E R T Y L I N E PROPOSED FUTURE PARKING (SCREENING SHRUBS TO BE INSTALLED WITH THE PARKING) N 88°47'24" E 73.24'PLT PLT PLT PLT PLT SYMBOL CODE BOTANICAL / COMMON NAME TREES PC PISTACIA CHINENSIS CHINESE PISTACHE QV2 QUERCUS VIRGINIANA SOUTHERN LIVE OAK UC2 ULMUS CRASSIFOLIA CEDAR ELM ORNAMENTAL TREES ILD ILEX DECIDUA POSSUMHAW HOLLY SHRUBS ID ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY MCD MYRICA CERIFERA `DON`S DWARF` DON`S DWARF WAX MYRTLE NTP NASSELLA TENUISSIMA `PONY TAILS` MEXICAN FEATHERGRASS SG2 SALVIA GREGGII AUTUMN SAGE YR YUCCA RECURVIFOLIA SOFT LEAF YUCCA GROUND COVERS CD2 CAREX DIVULSA EUROPEAN GREY SEDGE SOD/SEED CD CYNODON DACTYLON BERMUDA GRASS FR SHADE FRIENDLY WILDFLOWER MIX PLANT KEY CODE DESCRIPTION COBBLE, SIZE 1.5" RIVER ROCK, LIVING EARTH OR APPROVED EQUAL. STEEL EDGING 1 2 HARDSCAPE KEY NOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION DATENO.ISSUE A PESDNAAC ER D L R XTEFO GER I A T S TE A S E T T C CETSI H AMBE R M . 33 6 3 D A V I S 5.298 ACRES, JAMES CATE SURVEY, ABSTRACT NO. 315 STONE MYERS BUSINESS PARK, LOT 1A, BLOCK A CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS GRAPEVINE BOX, 665 WESTPORT PKWY LANDSCAPE PLAN L2.05 1 LANDSCAPE PLAN 1" = 20'-0" LOT 3, BLOCK 3 STONE MYERS BUSINESS PARK INST. NO. D204251683 LOT 1R1, BLOCK 1R PAVESTONE INDUSTRIAL INST. NO. D203063396 MATCH LINE- SEE SHEET L2.03 EXISTING TREES TO BE PRESERVED MA T C H L I N E - S E E S H E E T L2 . 0 4 PR O P O S E D P R O P E R T Y L O T L I N E IT:INTERIOR LANDSCAPE TREE PLT:PERIMETER AREA TREE LOT 2A, BLOCK A 2.030 ACRES (88,415 SF) 75' - 0 " D R A I N A G E EA S E M E N T NOTE: SITE PLAN SP25-07/CP25-02 IS TO ALLOW FOR CONSTRUCTION OF A 42,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING. 1"=40'-0" 10' - 0 " P E R I M E T E R L A N D S C A P E NO P A R K I N G NO P A R K I N G A1.00 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 GENERAL NOTES: 1.REF. CIVIL FOR PAVING AND GRADING. FIELD VERIFY. 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. 3.ALL STAIRS TO BE FIELD VERIFIED FOR FINISHED GRADES. RISERS ARE NOT TO EXCEED 7" EACH AND THE RISE FROM EACH NOSING TO THE NOSING ABOVE IS TO BE EQUAL ACROSS ALL RISERS. TREADS TO BE 11" EA., U.N.O. 4.GALVANIZED STEEL DOES NOT RECEIVE PAINT. UNLESS NOTED OTHERWISE. 5.WALKWAYS TO HAVE A MINIMUM 1-1/2% SLOPE AWAY FROM BUILDING TOWARDS PARKING LOT. 6" CURB OR 6" BUMP STOPS WILL BE REQUIRED FOR PARKING SURROUNDING THE BUILDING. Building 42,000 sf (15 ) C a r P a r k i n g Truck Court(1 3 ) D o c k D o o r s WESTPORT PKWY FIRE PUMP ROOM, ELECTRICAL ROOM, AND ROOF ACCESS 30' BUILDING SETBA C K 30 ' B U I L D I N G S E T B A C K 10' UTILITY EASEMEN T 10 ' U T I L I T Y E A S E M E N T (14 ) C a r P a r k i n g (3 5 ) C a r P a r k i n g ST O N E M Y E R S P K W Y 10 ' S . S . E A S E M E N T 75 ' D R A I N A G E E A S E M E N T 10' UTILITY EASEMENT 10 ' U T I L I T Y E A S E M E N T PROPERTY LINE PROPERTY LINE P R O P E R T Y L I N E PR O P E R T Y L I N E SCALE: 1" = 40'-0" OVERALL SITE PLAN1N 44 ' - 0 " 18' - 0 " 10' - 1 1 " 18 0 ' - 0 " 115 ' - 0 " 6'- 0 " 23 0 ' - 0 " 6'- 0 " 42 ' - 0 " 26 ' - 0 " 18 ' - 0 " 62' - 0 " 44' - 0 " FUTURE PARKING SPACES FUTURE PARKING SPACES 5' SIDEWALK, TYP. REF. CIVIL NO PARKINGNO PARKING 1 2 NO PARKINGNO PARKING NO PARKING A1.01 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 SCALE: 1" = 30'-0" ENLARGED SITE PLAN1N Building 1 Total Proposed Building Area:42,000 SF Dock Doors:13 Car Parking Provided:64 Spaces H.C. Parking Provided: 4 Spaces Project Data NOTE REF. CIVIL FOR DIMENSION CONTROL PLAN FOR PAVING, BUILDING FOOTPRINT, EASEMENTS, ETC. STEEL STAIRS, TYP REF: 1/A1.02 TRUCK COURT (13) DOCK DOORS SCALE: 1" = 20'-0" PARKING PLAN2 2/A1.01 BUILDING (42,000 S.F.) 3/A1.013/A1.01 S.I.M. O.H. CONC. PAVING (REF. CIVIL) W E S T P O R T P K W Y 3 0 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK 1 0 ' U T I L I T Y E A S E M E N T 10' UTILITY EASEMENT STONE MYERS PKWY P R O P E R T Y L I N E PR O P E R T Y L I N E 26'- 0 " 24'-0 " 4 0 ' - 0 " 7 S P A C E S A T 9 ' - 0 " = 6 3 ' - 0 " 9' - 0 " 8 S P A C E S A T 9 ' - 0 " = 7 2 ' - 0 " 7 S P A C E S A T 9 ' - 0 " = 6 3 ' - 0 " 9' - 0 " 7 S P A C E S A T 9 ' - 0 " = 6 3 ' - 0 " 10 SPACES AT 9'-0" = 90'-0"9'-0"9 SPACES AT 9'-0" = 81'-0" 7 SPACES AT 9'-0" = 63'-0"9'-0"5 SPACES AT 9'-0" = 45'-0" 18 ' - 0 " 26 ' - 0 " 18 ' - 0 " 73 ' - 0 " 6' - 0 " 5' - 0 " T.A.S. NOTES: ·PROVIDE DETECTABLE WARNING (TRUNCATED DOMES) SURFACE AT CURB RAMPS, TYP. ·SURFACE SLOPES OF ACCESSIBLE PARKING SPACES & ACCESS AISLES NOT TO EXCEED 2% IN ALL DIRECTIONS PER T.A.S. REQ'S. ·SIDEWALK SLOPE @ 1:20 MAX. PROVIDE TOOLED JOINTS @ 6'-0" O.C. MAX., TYP. SCALE: 1/8" = 1'-0" H.C. PARKING PLAN3 GRAPHIC REF: 4/A1.02 SURFACE SLOPES OF ACCESSIBLE PARKING SPACES & ACCESS AISLES NOT TO EXCEED 2% IN ALL DIRECTIONS PER T.A.S. REQ'S. CONC. WHEEL STOP REF: 5/A1.02 ACCESSIBLE PARKING SIGN AT EA. SPACE, TYP. REF. 3/A1.02 CONC. SIDEWALK SLOPE @ 1:20 MAX. PROVIDE TOOLED JOINTS @ 6'-0" O.C. MAX., TYP. BUILDING (42,000 S.F.) CONC. CURB CURB RAMP CLEAR SPACE, 1:48 SLOPE MAX. CURB RAMP TOP LANDING WHEEL STOP, TYP. PLACE WHEEL STOPS TO PREVENT BUMPER OVERHANG FROM REDUCING CLEAR WIDTH OF ACCESSIBLE ROUTE TO LESS THAN 36" MIN. CONC. PAVING AT PARKING SPACE AND ACCESS AISLE, 1:48 SLOPE MAX. DETECTABLE WARNING (TRUNCATED DOMES) FULL WIDTH OF RAMP SLOPE DN. 1:12 NOTE: TOP & BOTTOM LANDINGS @ ALL CURB RAMPS NOT TO EXCEED 2% SLOPE IN ALL DIRECTIONS cL ACCESSIBLE PARKING SIGN MOUNT TO BLDG, TYP. REF. 6/A1.01 CURB RAMP DOWN TO PAVEMENT: 8% MAX. RUNNING SLOPE, TYP. SCALE: 1/2" = 1'-0" TYP. CURB RAMP PLAN4 4/A1.01 LANDSCAPE BUILDING (42,000 S.F.) GRAPHIC REF: 4/A1.02 NOTE: SIGNAGE & PAVEMENT MARKINGS TO COMPLY W/ TDLR ADMINISTRATIVE RULE: 68.104 STEEL STAIRS, TYP REF: 2/A1.02 9'-0"9'-0"9'-0" 6' - 0 " 6'-0" 3'-0" 3'-0" 6' - 0 " 2- ' 0 " 9'-0" CONC. PAVING (REF. CIVIL) CONC. PAVING (REF. CIVIL) 230'-0" 18 0 ' - 0 " FUTURE PARKING (10)FUTURE PARKING (14) F.H. F.H. F.H. F.H. PROVIDE (2) SAFETY BOLLARD @ NEW F.H. TYP. REF. CIVIL CONC. SIDEWALK TYP. REF. CIVIL FIRE PUMP ROOM. ELECTRICAL ROOM. 14' HIGH TILT-WALL SCREEN WALL. CONC. SIDEWALK TYP. REF. CIVIL BUILDING EXTERIOR PROVIDE STRIPING AT ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. MAINTAIN SLOPE LESS THAN 1:20 PER. TAS PROVIDE STRIPING AT ACCESSIBLE ROUTE TO PUBLIC SIDEWALK. MAINTAIN SLOPE LESS THAN 1:20 PER. TAS 5 6 A1.02 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 6" WIDE x 7'-0" PRECAST CONC. WHEEL STOP (2) #10 DOWELS SET 1'-6" FROM EACH END COMPACTED SUBGRADECONC. PAVING Scale: 1-1/2" = 1'-0" WHEEL STOP DETAIL6 2'-0" Scale: 1/2" = 1'-0" PAINTED SYMBOL OF ACCESSIBILITY8 Scale: 3/4" = 1'-0" ACCESSIBLE PARKING SIGN7 10" 2' - 6 " 6" 5' - 0 " 1' - 6 " 9" 4" 6" 1" 2" 1"2" 2" FINISHED GRADE SIDEWALK OR TOP OF PAVEMENT 1'-0" 2" GALV. STEEL POST W/ CAP H.C. PARKING PENALTY SIGN H.C. PARKING SIGN MOUNT SIGN WITH (3) 1 4" DIA. BOLTS CONC. BASE "VAN ACCESSIBLE" ONLY WHERE INDICATED ON PLAN 5' - 9 " 2' - 3 " 3' - 6 " 1' - 0 " 1' - 3 " 4" 1' - 7 " 11 " R1'- 9 " PAINT SHADED AREA WHITE 2 1 2" 1'-21 2"6"1'-1"1'-111 2" 1'-81 2"3'-01 2" Scale: 1/2" = 1'-0" NO PARKING GRAPHIC9 NO PARKING 12" HIGH WITH 2" STROKE WIDTH CENTER IN SPACE PER TDLR ADMINISTRATIVE RULE 68.104 Scale: 1/2" = 1'-0" BOLLARD DETAIL5 4' - 0 " 7' - 0 " 3' - 0 " COMPACTED SUBGRADE 6" STEEL PIPE FILLED WITH CONC. PAINT SAFETY YELLOW 1 2" CONCRETE CROWN 1'-6" STEEL BOLLARD, TYP. (REF 5/A1.03) Scale: 1/4" = 1'-0" DOCK STAIR PLAN - TYP.1Scale: 1/4" = 1'-0" DOCK STAIR PLAN2 11 ' - 6 " 2' - 1 1 " 6' - 0 " 6 T R . = 5 ' - 6 " 11 " 2' - 0 " 1' - 0 " 4'-11" 51 2"4'-0"51 2" 2'-1"6" 2'-6" 2" 5'-0"1'-0"5'-6" 6 TREADS @ 11" 11" GALVANIZED STEEL GRATING TREADS & LANDINGS w/ CLOSED RISERS CLEAR OPENING BETWEEN PICKETS, MUST BE LESS THAN 4". 1 2" GALVANIZED STEEL PICKETS 112" GALVANIZED STEEL RAILS 4' - 0 " 7 R I S E R S @ 7 " M A X CLEAR OPENING BETWEEN RAIL & STRINGER MUST BE LESS THAN 4" GALVANIZED STEEL PIPE SUPPORTS GALVANIZED STEEL GRATED TREADS W/ CLOSED RISERS & STRINGER 6" DIA. BOLLARD (DETAIL 5/A1.02) 3' - 6 " CONC. SLAB ON GRADE Scale: 1/2" = 1'-0" DOCK STAIR - SECTION TYP.3 2' - 1 0 1 2" 1' - 1 0 " 1' - 0 " EXP. BOLT CHANNEL TO CONC SLAB. SIZE AND LOCATION OF BOLTS BY STAIR MANUF. ENGINEER 10 ' - 2 " 1' - 0 " 7' - 5 " 3 T R . = 2 ' - 9 " 6'-0"3"51 4" 5'-33 4" 5'-93 4" CLR. GALVANIZED STEEL GRATING TREADS & LANDINGS w/ CLOSED RISERS 1-1/2" GALVANIZED STEEL HANDRAIL ATTACH TO GUARDRAIL (BOTH SIDES) 3'x7' HOLLOW METAL DOOR (DO NOT PROVIDE A RECESSED THRESHOLD AT TRUCK COURT DOORS) 4'x7' HOLLOW METAL DOOR @ PUMP ROOM GALVANIZED STEEL GRATING TREADS & LANDINGS w/ CLOSED RISERS. CONTRACTOR TO FIELD VERIFY STAIR LANDING HEIGHT FROM FINISHED PAVING. STAIR RISERS EQUAL, MAX 7" 1-1/2" GALVANIZED STEEL HANDRAIL ATTACH TO PANEL (ONE SIDES) 3 A1.02 4 A1.02 GALVANIZED STEEL GRATING TREADS & LANDINGS w/ CLOSED RISERS AND STRINGER 11 2" GALVANIZED STEEL RAILS ATACHED TO PANEL GALVANIZED STEEL PIPE SUPPORTS CONC. PAVING REF. CIVIL. Scale: 1/2" = 1'-0" PUMP ROOM STAIR - SECTION3 10 ' - 2 " 43 ' - 1 1 7 8" 7' - 5 " 3 T R . = 2 ' - 9 " 6'-0" 3"51 4" 5'-93 4" CLR. 7'-5" 11"2'-9" 3 TREADS @ 11" 1'-0" 4 R I S E R S @ 7 " M A X = 2 ' - 3 3 8 " 3'-8" 2' - 1 0 " 3' - 6 " 1 2 3 4 5 A B C D TS8x8x0.375 TS8x8x0.37 5 TS8x8x0. 3 7 5 TS8x8x0.375 TS8x8x0.37 5 TS8x8x0. 3 7 5 TS8x8x0.375 TS8x8x0.37 5 TS8x8x0. 3 7 5 FIRE PUMP ELECT E A B C D E 1 2 3 4 5 P-1 P- 2 P-3 P-4 P-5 P-7 (K.O.) P-8 (K.O.) P-10 P-11 P-12 P- 6 P- 9 P- 1 3 P-14 P- 1 5 P- 1 6 ( K . O . ) P- 1 7 ( K . O . ) P- 1 8 ( K . O . ) P- 1 9 ( K . O . ) P- 2 0 ( K . O . ) P- 2 1 P-22P-23 (K.O.)P-24 (K.O.)P-25P-26P-27P-28P-29 (K.O.)P-30 (K.O.)P-31 P- 3 8 P- 3 7 ( K . O . ) P- 3 6 ( K . O . ) P- 3 5 ( K . O . ) P- 3 4 ( K . O . ) P- 3 3 ( K . O . ) P- 3 2 P- 3 9 P- 4 0 1 2 3 4 5 6 78 10 9 101102103104105106107108109110111112113 AB B B B B B B B B B A B B B B B B B A2.01 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 1/16" = 1'-0" FLOOR PLAN1 1 A3.02 2 A3.01 2 A3.02 1 A3.01 BUILDING (42,000 S.F.) 1.EXPOSED 6" CONCRETE SLAB (REFER TO STRUCTURAL PLANS.) 2.PROVIDE (DIAMONDHARD) CONCRETE SEALER THROUGHOUT ON ALL INTERIOR FLOOR SLAB SURFACES. SURFACE PREP AND APPLICATION TO BE PERFORMED PER MANUFACTURER'S PUBLISHED INSTRUCTIONS. 3.BUILDING CLEAR HEIGHT TO BE 28' A.F.F., MEASURED 6" PLAN SOUTH OF GRID LINE 'D'. 4.PROVIDE 15 MIL. STEGO WRAP (OR APPROVED ALTERNATE) VAPOR RETARDER UNDER SLAB. ALL JOINTS TO BE TAPED PER MANUFACTURER'S SPEC. 5.TILT-UP PANELS SHALL RECEIVE A HI-BUILD ACRYLIC TEXTURED COATING SYSTEM EQUAL TO SW CONFLEX ULTRACRETE MEDIUM TEXTURE WITH APPLICABLE PRIMERS. EXTERIOR WALLS SHALL INCLUDE ONE PRIMARY COLOR AND TWO ACCENT COLORS. 6.ALL TILTWALL PANEL JOINTS SHALL BE SEALED WITH BACKER ROD & SEALANT UP TO 4" A.F.F. ON THE INSIDE FACE OF THE PANEL, FULL HEIGHT ON THE EXTERIOR FACE. 7.EXPOSED STEEL ROOF STRUCTURE (REFER TO STRUCTURAL PLANS.) 8.ALL STRUCTURAL STEEL SHALL RECEIVE ONE (1) SHOP COAT OF LIGHT GRAY PRIMER. AFTER ERECTION HAS BEEN COMPLETED, COLUMNS TO BE PAINTED SAFETY YELLOW TO 8' A.F.F., THEN PAINTED WHITE FROM 8' A.F.F. TO DECK. 9.INTERIOR SIDE OF ROOF DECK TO BE MECHANICALLY FASTENED, WHITE PRIMER. REF. STRUCTURAL. 10.ROOF TO BE WHITE, MECHANICALLY FASTENED, SINGLE-PLY, 45-MIL TPO ROOFING w/ RIGID INSULATION BOARD. REFER TO ROOF PLAN FOR R-VALUE. 11.PROVIDE WALK PADS AROUND ROOF HATCH & EQUIPMENT WORK AREAS. 12.PROVIDE ROOF MOUNTED EXHAUST FANS AND MECHANICAL WALL MOUNTED INTAKE LOUVERS PER MECHANICAL PLANS TO PROVIDE MIN. 1 AIR CHANGES. SYSTEM TO BE INTERLOCKED WITH FIRE ALARM CONTROL PANEL FOR AUTOMATIC SHUT-OFF DURING FIRE EVENT. REF. MECHANICAL. 13.PROVIDE FULLY SPRINKLERED - ESFR SYSTEM. SYSTEM TO BE DESIGNED AND PERMITTED BY LICENSED FIRE SPRINKLER CONTRACTOR. 14.PROVIDE FLOOR RECEPTOR IN PUMP ROOM (12"x12"x6" SUMP DEPTH). 15.PLUMBING CONTRACTOR TO LOCATE SEWER LINE DEPTH TO SERVE ALL PORTIONS OF THE BUILDING. 16.PROVIDE INTERNAL ROOF ACCESS LADDER, CAGE, HATCH AND SAFETY EQUIPMENT @ UTILITY ROOM. REF. A5.02. 17.INTERIOR WALLS AND DOORS AT THE FIRE PUMP ROOM TO BE 1-HOUR RATED. 18.ALL EXTERIOR MISCELLANEOUS STEEL METAL TO BE GALVANIZED. 19.REFER TO A0.04 AND A0.05 FOR TYPICAL TAS/ADA REQUIREMENTS. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE ACCESSIBILITY CODES. GENERAL NOTES N 230'-0" 55'-0"60'-0"60'-0"55'-0" 30'-0"60'-0"50'-0"60'-0"30'-0" 24'-0"12'-0"24'-0"25'-0"25'-0"24'-0"12'-0"24'-0" 18 0 ' - 0 " 5' - 0 " 50 ' - 0 " 45 ' - 0 " 45 ' - 0 " 40 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 25 ' - 0 " 25 ' - 0 " 7'-0"30'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"11'-0" 18 ' - 4 " 16'-8" 8' - 4 " 4' - 0 " 3' - 4 " 2' - 8 " 12 ' - 8 " 3' - 4 " 10 ' - 0 " 2'-0" 3'-4" 2'-8"2'-0" 3'-4" 2'-8" 5' - 0 " 50 ' - 0 " 45 ' - 0 " 45 ' - 0 " 40 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 25 ' - 0 " 25 ' - 0 " 4' - 0 " 3' - 4 " 2' - 8 " 12 ' - 8 " 3' - 4 " 10 ' - 0 " 60'-0" 15'-0"15'-0"15'-0"15'-0" 45 ' - 0 " 15 ' - 0 " 15 ' - 0 " 5'-0" POUR STRIP5'-0" POUR STRIP 5' - 0 " P O U R S T R I P 10 ' - 0 " P O U R S T R I P 6'-0" 9'-0" 4'-0" 9'-0" 2'-0"2'-0" 9'-0"15'-0" 2'-0" 9'-0" 4'-0" 9'-0" 2'-0"2'-0" 9'-0" 4'-0" 9'-0"9'-0"9'-0"9'-0"9'-0"15'-0"9'-0"9'-0"15'-0" 55'-0"60'-0"60'-0"55'-0" 2'-0"2'-0"2'-0"2'-0"4'-0"4'-0"2'-0"2'-0"2'-0" SLAB CONTROL JOINTS CLEAR HEIGHT OF BLDG. = 28'-0" (DEFINED AT 6" INSIDE OF CENTER LINE OF COLUMN LINE D) 6" 15 ' - 0 " PROVIDE (DIAMONDHARD) CONCRETE SEALER THROUGHOUT PROVIDE 15 MIL. STEGO WRAP (OR APPROVED ALTERNATE) VAPOR RETARDER UNDER SLAB. Scale: 1/4" = 1'-0" TYPICAL DOCK DOOR PANEL2 Scale: 1-1/2" = 1'-0" TILTWALL PANEL JOINT DETAIL4 Scale: 1-1/2" = 1'-0" TILTWALL PANEL JOINT DETAIL3 INTERIOR EXTERIOR SEALANT & BACKER ROD (FULL HEIGHT) INTERIOR EXTERIOR SEALANT & BACKER ROD (FULL HEIGHT) 3 4" 3 4" 21 4" 3 4 " 3 4" 21 4" 3 4 " 3 4" 3 4" SEALANT & BACKER ROD TO 4" A.F.F. 3 4" 3 4" 3 4" SEALANT & BACKER ROD TO 4" A.F.F. T.O. REVEAL REF. SECTIONS BACK OF VERTICAL REVEAL BACK OF HORIZONTAL REVEAL OPENINGS IN PANEL WILL ALIGN WITH THE BACK OF THE REVEAL FACE OF PANEL C.O. REVEAL DIMENSIONING Scale: 3" = 1'-0" DETAIL @ VERT. REVEAL5Scale: 3" = 1'-0" DETAIL @ HORIZ. REVEAL6 Scale: 3" = 1'-0" ELEV. @ REVEAL INTERSECTION7 3 4" 3 4" 3 4" 48" HIGH Z-GUARD (BOTH SIDES) EDGE ANGLE AT SILL 26'-0" 2'-0"9'-0"4'-0"9'-0"2'-0" 9'x10' OVERHEAD DOCK DOOR WITH (1) VISION WINDOW (TYP. DOCK PANEL) 1/A2.02 O.H.1/A2.02 3/A2.01 TYP. 4/A2.01 TYP. 2/A2.02 8/A5.02 TYP. 2/A2.01 TYP. TS8x8 x 0 . 3 7 5 2 B B B B A B BB B B 4 5 A B 5 6 A2.02 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 1/8" = 1'-0" CORNER ENTRY ENLARGEMENT1 Scale: 1/4" = 1'-0" FIRE PUMP ROOM2 Scale: 1" = 1'-0" UTILITY ROOM FIRE RATED WALL (UL DESIGN 465)3 CONCRETE SLAB 2x12 WOOD BASE, CAULK TOP & BOTTOM, (BOTH SIDES) PAINTED WHITE 1 LAYER EA. SIDE 5/8" TYPE-X GYP. BOARD TO DECK, PAINTED WHITE, BOTH SIDES OF WALL 10" WIDE, 7-1/4" TALL CONCRETE CURB (2) #4 BARS CONTINUOUS #3 BAR DOWEL TO SLAB @ 14" O.C. VERTICAL 8" METAL STUDS @ 16" O.C., WITH SLOTTED DEFLECTION TRACK (CUT 5/8" LESS THEN ASSEMBLY HEIGHT.) FIRE CAULK JOINTS (BOTH SIDES) METAL ROOF DECK HOLD SHEATHING 1/2" ABOVE TOP OF CURB 60'-0"30'-0" 40 ' - 0 " 35'-0"55'-0" 5' - 0 " 24'-0"12'-0"24'-0" 5'-0"5'-0"5'-0"5'-0"4'-0"4'-0"5'-0"5'-0"5'-0"5'-0" 2'-0" 13'-0"5'-0"5'-0"5'-0" 25 ' - 0 " 15 ' - 0 " 6' - 0 " 5' - 0 " 6' - 0 " 5' - 0 " 3' - 0 " 3' - 0 " 5' - 0 " 7' - 0 " PROVIDE MASTERKURE HD 300WB (LAPIDOLITH) CONCRETE SEALER THROUGHOUT PROVIDE 15 MIL. STEGO WRAP (OR APPROVED ALTERNATE) VAPOR RETARDER UNDER SLAB. COLUMNS TO BE PAINTED SAFETY YELLOW UP TO 12'-0" A.F.F. AND WHITE FROM 12'-0" TO DECK TYP. ALUMN. STOREFRONT REF A6.00 TYP. PROVIDE 1-HOUR RATED SEPARATION FROM PUMP ROOM TO WAREHOUSE. SEAL ALL PANEL JOINTS AND PENETRATIONS TO MAINTAIN FIRE RATING ROOF LADDER UP TO ROOF HATCH,. REF. A5.02 & STRUCT. ELECTRICAL ROOM FIRE PUMP ROOM E 3 A2.01 3 A2.01 5 4 A5.02 3 A5.02 25 ' - 4 " 17 ' - 0 " 8' - 4 " 15'-4" A3.01 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 ALUMINUM WINDOW FRAMING SYSTEM WITH 1" INSULATED LOW-E GLAZING REF. WINDOW SCHEDULE. Scale: 1/16" = 1'-0" NORTH ELEVATION1 Scale: 1/16" = 1'-0" EAST ELEVATION2 PANEL JOINT, TYP. TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-1) FINISH KEY EXTERIOR CONCRETE TILT WALL PANELS SHERWIN WILLIAMS SW7069 "IRON ORE" P-1 P-2 P-3 EXTERIOR CONCRETE TILT WALL PANELS SHERWIN WILLIAMS SW7067 "CITYSCAPE" EXTERIOR CONCRETE TILT WALL PANELS SHERWIN WILLIAMS SW7063 "NEBULOUS WHITE" DESCRIPTION GL-1 BLACK ANOD. ALUM. WINDOW FRAMING WITH 1" INSULATED LOW-E GLAZING SOLARBAN 60 + SOLARGRAY FORMLINER. FITZGERALD FORMLINER PATTERN 14307 FLUTED RIB OR EQUAL FL-1 TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-1) PANEL JOINT, TYP. ALUMINUM WINDOW FRAMING SYSTEM WITH 1" INSULATED LOW-E GLAZING HORIZONTAL REVEALS, TYP. PREFAB. ALUMINUM COMPOSITE METAL ENTRY CANOPY REF. MANUF. KNOCKOUT PANEL FOR FUTURE OPENING, TYP. HORIZONTAL REVEALS, TYP. KNOCKOUT PANEL FOR FUTURE OPENING, TYP. FORMLINER PANEL, TYP. (P-2) FORMLINER PANEL, TYP. (P-3) ROOF LINE ROOF PARAPET GENERAL NOTES: 1.100% OF THE BUILDING IS MASONRY EXCLUSIVE OF THE DOORS AND WINDOWS. 2.ROOFTOP MECHANICAL EQUIPMENT WILL BE SHEILDED FROM PUBLIC VIEW BY THE SURROUNDING PARAPET. 1 A4.01 2 A4.01 3 A4.01 4 A4.01 1 A4.02 2 A4.02 1 A4.01 S.I.M. 3 A4.02 4 A4.02 2 A4.02 S.I.M. 2 A4.02 S.I.M. 4 A4.02 S.I.M. T.O. PARAPET 41'-0" T.O. PARAPET 39'-0" FIN. FLOOR 0'-0" T.O. PARAPET 41'-0" T.O. PARAPET 39'-0" FIN. FLOOR 0'-0" TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-2) H.M. DOOR PAINT TO MATCH ADJACENT PANEL COLOR 3 4" RECESS AT TOP OF PANEL REF WALL SECTIONS. 3 4" RECESS AT TOP OF PANEL REF WALL SECTIONS. FORMLINER PANEL, TYP. (P-3) ALUMINUM STOREFRONT ENTRY. REF. DOOR SCHEDULE. HORIZONTAL REVEALS, TYP. TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-2) EXTERIOR LIGHTING REF. ELECTRICAL. EXTERIOR LIGHTING REF. ELECTRICAL. T.O. PARAPET 38'-0"T.O. PARAPET 36'-0" HORIZONTAL REVEALS, TYP. TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS SCREEN WALL, TYP. (P-1) PUMP ROOM STAIR REF. 2/A1.02 A3.02 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 1/16" = 1'-0" SOUTH ELEVATION 1 Scale: 1/16" = 1'-0" WEST ELEVATION2 EXTERIOR CONCRETE TILT WALL PANELS SHERWIN WILLIAMS SW7069 "IRON ORE" P-1 P-2 P-3 EXTERIOR CONCRETE TILT WALL PANELS SHERWIN WILLIAMS SW7067 "CITYSCAPE" EXTERIOR CONCRETE TILT WALL PANELS SHERWIN WILLIAMS SW7063 "NEBULOUS WHITE" DESCRIPTION GL-1 BLACK ANOD. ALUM. WINDOW FRAMING WITH 1" INSULATED LOW-E GLAZING SOLARBAN 60 + SOLARGRAY FORMLINER. FITZGERALD FORMLINER PATTERN 14307 FLUTED RIB OR EQUAL FL-1 KNOCKOUT FOR FUTURE 12'x16' DOOR HORIZONTAL REVEALS, TYP. PERSONNEL DOOR, TYP. PAINT TO MATCH WALL COLOR GALV. STEEL STAIR WITH STL. GRATE LANDING AND TREADS, TYP. MTL. GUTTER AND RECESSED DOWNSPOUTS. PAINT TO MATCH ADJACENT WALL COLOR, TYP. PREFINISHED ALUM. VENTILATION LOUVER, TYP. REF. MECHANICAL 4'X9' CLERESTORY WINDOW, TYP. TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-1) KNOCKOUT FOR FUTURE 16'x16' DOOR KNOCKOUT FOR FUTURE 16'x16' DOOR 1 A4.01 3 A4.02 4 A4.02 2 A4.02 S.I.M. O.H. 2 A4.02 4 A4.02 S.I.M. O.H. S.I.M. O.H. S.I.M. O.H. S.I.M. O.H. S.I.M. O.H. 1 A4.03 2 A4.03 3 A4.03 4 A4.03 1 A4.04 1 A4.03 T.O. PARAPET 41'-0" T.O. PARAPET 39'-0" FIN. FLOOR 0'-0" T.O. PARAPET 38'-0"T.O. PARAPET 36'-0" T.O. PARAPET 36'-0" FIN. FLOOR 0'-0" ALUMINUM WINDOW FRAMING SYSTEM WITH 1" INSULATED LOW-E GLAZING REF. WINDOW SCHEDULE. TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-1) PANEL JOINT, TYP.HORIZONTAL REVEALS, TYP. KNOCKOUT PANEL FOR FUTURE OPENING, TYP. FORMLINER PANEL, TYP. (P-3) TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-2) H.M. DOOR PAINT TO MATCH ADJACENT PANEL COLOR 3 4" RECESS AT TOP OF PANEL REF WALL SECTIONS. EXTERIOR LIGHTING REF. ELECTRICAL. 9'X10' O.H. DOOR TYP. REF. DOOR SCHEDULE. T.O. PARAPET TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS, TYP. (P-3) FINISH KEY TEXTURED AND PAINTED CONCRETE TILT-WALL PANELS SCREEN WALL, TYP. (P-1) 30'- 4 3 4" CL CONC. TILTWALL PANEL - W/ FORMLINER TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL CL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL CL CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL CL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL CONC. TILTWALL PANEL - W/ FORMLINER TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION CONC. TILTWALL PANEL - W/ FORMLINER TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER ALUM. WINDOW FRAMING INSULATED LOW-E GLAZING. REF. WINDOW DETAILS ALUM. WINDOW FRAMING INSULATED LOW-E GLAZING. REF. WINDOW DETAILS ALUM. WINDOW FRAME INSUL. LOW-E GLAZING CLERESTORY. REF. WINDOW DETAILS ALUM. WINDOW FRAMING INSULATED LOW-E GLAZING. REF. WINDOW DETAILS TUBE STEEL MEMBER REF. STRUCTURAL. ALUM. WINDOW FRAMING INSULATED LOW-E GLAZING. REF. WINDOW DETAILS PRE-FABRICATED ALUMINUM CANOPY. PROVIDE MANUFACTURER SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION ALUM. WINDOW FRAME INSUL. LOW-E GLAZING CLERESTORY. REF. WINDOW DETAILS ALUM. WINDOW FRAME INSUL. LOW-E GLAZING CLERESTORY. REF. WINDOW DETAILS 3 4" RECESS AT T.O. PANEL34" RECESS AT T.O. PANEL VAPOR RETARDER VAPOR RETARDER VAPOR RETARDER VAPOR RETARDER Scale: 3/8" = 1'-0" WALL SECTION1Scale: 3/8" = 1'-0" WALL SECTION2Scale: 3/8" = 1'-0" WALL SECTION3 2/A7.02 6/A7.02 A4.01 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 3/8" = 1'-0" WALL SECTION4 7/A7.02 9/A7.02 3/A7.022/A7.02 6/A7.02 7/A7.02 9/A7.02 7/A7.02 6/A7.02 9/A7.02 2/A4.04 1/A5.021/A5.02 1/A5.021/A5.02 6/A2.01 TYP. 6/A2.01 TYP. (R E F . E L E V A T I O N S ) 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " F.F.E. T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL 2' - 0 " 10 ' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 1' - 1 1 1 4" 7' - 0 3 4" 3' - 0 " 2' - 0 " 2' - 0 " 7' - 0 " (R E F . E L E V A T I O N S ) F.F.E. T.O. OPENING T.O. REVEAL T.O. REVEAL T.O. REVEAL B.O. OPENING T.O. OPENING T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL 9' - 0 " (R E F . E L E V A T I O N S ) 1' - 0 " 4' - 0 " 2' - 0 " 9' - 0 " F.F.E. T.O. OPENING B.O. OPENING T.O. OPENING B.O. OPENING T.O. OPENING (R E F . E L E V A T I O N S ) 10 ' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 1' - 1 1 1 4" 7' - 0 3 4" F.F.E. T.O. OPENING T.O. REVEAL T.O. REVEAL T.O. REVEAL B.O. OPENING T.O. OPENING CL CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL CL CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL CL CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION ROOF FRAMING, REF. STRUCTURAL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK CL CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION ROOF FRAMING, REF. STRUCTURAL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK CONC. SLAB ON GRADE OVER VAPOR RETARDER HOLLOW METAL DOOR & FRAME. REF. DOOR SCHEDULE EGRESS LIGHT FIXTURE, REF. ELECTRICAL. CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER ALUM. WINDOW FRAMING INSULATED LOW-E GLAZING. REF. WINDOW DETAILS ALUM. WINDOW FRAMING INSULATED LOW-E GLAZING. REF. WINDOW DETAILS FUTURE KNOCK OUT PANEL. 3 4" RECESS AT T.O. PANEL VAPOR RETARDER VAPOR RETARDER VAPOR RETARDER VAPOR RETARDER Scale: 3/8" = 1'-0" WALL SECTION1Scale: 3/8" = 1'-0" WALL SECTION2Scale: 3/8" = 1'-0" WALL SECTION3Scale: 3/8" = 1'-0" WALL SECTION4 A4.02 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 1/A5.02 1/A5.02 1/A5.021/A5.02 6/A2.01 TYP. 6/A2.01 TYP. 6/A2.01 TYP. 6/A2.01 TYP. (R E F . E L E V A T I O N S ) 7' - 2 " 10 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 7' - 0 " T.O. OPENING F.F.E. T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL (R E F . E L E V A T I O N S ) 10 ' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 1' - 1 1 1 4" 7' - 0 3 4" T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. OPENING B.O. OPENING T.O. OPENING F.F.E. (R E F . E L E V A T I O N S ) 2' - 0 " 64 ' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 7' - 0 " F.F.E. T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL (R E F . E L E V A T I O N S ) 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 7' - 0 " 3' - 0 " 2' - 0 " 2' - 0 " 7' - 0 " F.F.E. T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL T.O. REVEAL 5/A7.02 1/A7.02 2/A7.02 6/A7.02 7/A7.02 9/A7.02 CLCL METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL VAPOR RETARDER CONC. SIDEWALK. REF. SITE PLAN/ CIVIL FIN. FLR. CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION TRUCK DOCK Z-GUARDS @ DOCK DOOR TRACKS DOCK SILL CHANNEL. PAINT TO MATCH ADJACENT WALL VERIFY DOCK DOOR LOCATIONS, REF. ELEVATIONS SLOPE PAVEMENT UP 3" IN 18" ADJ. TO BUILDING U.N.O. ON CIVIL FUTURE KNOCKOUT (REF. ELEVATIONS) CL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL VAPOR RETARDER TRUCK DOCK Z-GUARDS @ DOCK DOOR TRACKS DOCK SILL CHANNEL. PAINT TO MATCH ADJACENT WALL VERIFY DOCK DOOR LOCATIONS, REF. ELEVATIONS SLOPE PAVEMENT UP 3" IN 18" ADJ. TO BUILDING U.N.O. ON CIVIL CL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL TRUCK DOCK Z-GUARDS @ DOCK DOOR TRACKS DOCK SILL CHANNEL. PAINT TO MATCH ADJACENT WALL VERIFY DOCK DOOR LOCATIONS, REF. ELEVATIONS SLOPE PAVEMENT UP 3" IN 18" ADJ. TO BUILDING U.N.O. ON CIVIL EXPANSION JOINT & SEALANT FUTURE KNOCKOUT (REF. ELEVATIONS) MECHANICAL LOUVER, REF. MECHANICAL ALUM. WINDOW FRAME WITH LOW-E GLAZING CLERESTORY REF. WINDOW DETAILS EXPANSION JOINT & SEALANT EXPANSION JOINT & SEALANT CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION CONTINUOUS METAL GUTTER CONTINUOUS METAL GUTTER CONTINUOUS METAL GUTTER PAINTED RECESSED METAL DOWNSPOUT PAINTED RECESSED METAL DOWNSPOUT PAINTED RECESSED METAL DOWNSPOUT CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER CONC. SLAB ON GRADE OVER VAPOR RETARDER VAPOR RETARDER VAPOR RETARDER Scale: 3/8" = 1'-0" WALL SECTION1Scale: 3/8" = 1'-0" WALL SECTION2Scale: 3/8" = 1'-0" WALL SECTION3Scale: 3/8" = 1'-0" WALL SECTION4 A4.03 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 1/A5.02 7/A5.027/A5.027/A5.02 6/A5.026/A5.026/A5.02 6/A2.01 TYP. 6/A2.01 TYP. 6/A2.01 TYP. 6/A2.01 TYP. 4' - 0 " (R E F . E L E V A T I O N S ) 10 ' - 0 " 6' - 0 " 5' - 0 " T.O. OPENING T.O. REVEAL T.O. OPENING F.F.E. 4' - 0 " B.O. OPENING 4' - 0 " (R E F . E L E V A T I O N S ) 10 ' - 0 " 6' - 0 " 5' - 0 " T.O. OPENING T.O. REVEAL T.O. OPENING F.F.E. 4' - 0 " B.O. OPENING 4' - 0 " (R E F . E L E V A T I O N S ) 10 ' - 0 " 6' - 0 " 9' - 0 " F.F.E. T.O. OPENING T.O. REVEAL T.O. REVEAL (R E F . E L E V A T I O N S ) 10 ' - 0 " 6' - 0 " 9' - 0 " F.F.E. T.O. REVEAL T.O. REVEAL T.O. REVEAL 7/A7.02 9/A7.02 8/A7.02 10/A7.02 11/A7.0211/A7.0211/A7.02 12 A7.02 12 A7.02 12 A7.02 CL MECH. FASTENED WHITE TPO ROOFING RIGID INSULATION BOARD METAL ROOF DECK ROOF FRAMING, REF. STRUCTURAL TRUCK DOCK SLOPE PAVEMENT UP 3" IN 18" ADJ. TO BUILDING U.N.O. ON CIVIL HOLLOW METAL DOOR AND FRAME. REF. DOOR SCHEDULE GALV. STL. STAIR AND RAIL. REFER A1.02 CONC. TILTWALL PANEL - TEXTURED/PAINTED FINISH AS NOTED ON PLAN AND SPECIFICATION STEEL PIPE BOLLARD, REF STAIR PLAN A1.01 CONTINUOUS METAL GUTTER PAINTED RECESSED METAL DOWNSPOUT EGRESS LIGHT FIXTURE, REF. ELECTRICAL. CONC. SLAB ON GRADE OVER VAPOR RETARDER VAPOR RETARDER Scale: 3/8" = 1'-0" WALL SECTION1 A4.04 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 1-1/2"= 1'-0" STOREFRONT DETAIL2 ALUMINUM BREAK METAL TO MATCH WINDOW FRAME TYP. VAPOR BARRIER DENSGLASS GYPSUM SHEATHING ALUM.STOREFRONT FRAMING & GLAZING BACKER ROD & SEALANT EACH SIDE CONT. TUBE STEEL REF. STRUCTURE ALUM.STOREFRONT FRAMING & GLAZING BACKER ROD & SEALANT EACH SIDE 7/A5.02 6/A5.02 6/A2.01 TYP. 4' - 0 " (R E F . E L E V A T I O N S ) 7' - 2 " 2' - 1 0 " 6' - 0 " 9' - 0 " T.O. REVEAL F.F.E. T.O. OPENING T.O. REVEAL T.O. REVEAL 5/A7.02 4/A7.02 A B C D E A B C D E 1 2 3 4 5 1 2 3 4 5 5 A5.01 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 1/16" = 1'-0" BUILDING ROOF PLAN1 WHITE 45 MIL TPO ON R-9 INSULATION THROUGHOUT RO O F S L O P E 1/ 4 " P E R 1 ' - 0 " 3/A5.01 Scale: 1/8" = 1'-0" ROOF HATCH PLAN2 Scale: 1/2" = 1'-0" CANOPY ROOF PLAN3 RO O F S L O P E 1/ 4 " P E R 1 ' - 0 " 3/A5.01 O.H. PROVIDE TAPERED INSULATION CRICKET @ CORNERS, TYP. PROVIDE TAPERED INSULATION CRICKET @ CORNERS, TYP. 4'-0"CONTINOUS GUTTER = 217'-0"9'-0" 55'-0"60'-0"60'-0"55'-0" 40 ' - 0 " 45 ' - 0 " 45 ' - 0 " 50 ' - 0 " 2/A5.01 PERSONNEL ROOF HATCH MOUNTED ON CURB, REFER 3/A5.02 WALK-OFF MAT EXTERIOR FACE OF TILTWALL 21 ' - 4 " 19'-57 8" 12'-0"7'-57 8" 15 ' - 4 " E. Q . E. Q . E.Q.E.Q. 6' - 0 " NOTE: FIELD VERIFY FINAL PLACEMENT OF STRUCTURAL JOIST & COORDINATE ROOF HATCH LOCATION ACCORDINGLY CONCRETE TILTWALL PARAPET ABOVE PREFABRICATED ALUMINUM CANOPY W/ ALUMINUM PANEL SOFFIT & CONTINUOUS GUTTER, TYP. SUBMIT SHOP DRAWINGS & COLOR SAMPLES TO ARCHITECT FOR APPROVAL SLOPE 1 4" PER FOOT MIN TO INTEGRAL GUTTER RO O F S L O P E 1/ 4 " P E R 1 ' - 0 " CONT. GUTTER RO O F S L O P E 1/ 4 " P E R 1 ' - 0 " CL CL CL CL CL CL CL 21'-4" 2' - 6 " 3' - 6 " 6'-4"6'-0"6'-0" 6' - 0 " 3'-0" RECESSED LED DOWN-LIGHT IN SOFFIT, TYP. REF. ELECTRICAL. SCALE: 1 1/2" = 1'-0" GUTTER DETAIL7 SCALE: 1 1/2" = 1'-0" DOWNSPOUT DETAIL6 Scale: 1-1/2" = 1'-0" ROOF PARAPET SECTION1 MECHANICALLY FASTENED SINGLE-PLY MEMBRANE ROOF T.O. PANEL EXTEND EDGE OF TPO MEMBRANE UP AND OVER PARAPET WALL FASTEN. WRAP BACK AROUND FASTENER TO MECHANICALLY WELD MEMBRANE. SEAL SINGLE-PLY MEMBRANE EDGE CONDITION. METAL ROOF DECK RIGID INSULATION BOARD VARIES FASTENERS W/ WASHER FINISHED FLOOR 0'-0" ROOF HATCH. BILCO TYPE E-50 36"X36". REF. SPEC. 12"h. CURB W/ TERMINATION BAR/ FLASHING AS REQ'D BY MANUF. CONCRETE SLAB (REF: STRUCTURAL FOUNDATION PLAN) RE F . R O O F H E I G H T S (L A D D E R C A G E ) 8' - 0 " (C L E A R N A C E U N D E R C A G E ) 1'-7" 1' - 0 " (T Y P . ) 2'-11" RE F . R O O F H E I G H T S (R O O F L A D D E R ) RE F . R O O F H E I G H T S (L A D D E R C A G E ) 8' - 0 " (C L E A R N A C E UN D E R C A G E ) 2'-11" 3 UTILITY ROOM - SOUTH ELEVATION3Scale: 3/8"= 1'-0" UTILITY ROOM - EAST ELEVATION4 BRACE LADDER TO WALL AS REQUIRED CONCRETE CURB (REF. 3/A2.01) 1' - 0 " (T Y P . ) 5 A5.02 CONCRETE SLAB (REF: STRUCTURAL FOUNDATION PLAN) CONCRETE CURB (REF. 3/A2.01) FIRE PUMP ROOM SEPARATION WALL (REF. 3/A2.01). MAINTAIN 1-HR. FIRE RATING G.C. TO FIELD VERIFY LADDER DIMENSIONS WITH ROOF HEIGHT PRIOR TO FABRICATION AND INSTALLATION. NOTE: THIS DRAWING IS FOR CONCEPT ONLY. CONTRACTOR/ MANUF. TO DESIGN AND PROVIDE ENGINEERED STEEL SUPPORTS FOR ROOF LADDER. PROVIDE SHOP DRAWINGS FOR REVIEW AND COORDINATION PRIOR TO INSTALLATION. BILCO LU-1 LADDER UP SAFETY POST ROOF HATCH. BILCO TYPE E-50 36"X36". REF. SPEC. BILCO BIL-GUARD ROOF HATCH SAFETY RAILING SYSTEM. REF. SPECIFICATIONS PROVIDE OSHA COMPLIANT FALL ARREST SYSTEM FIRE PUMP ROOM SEPARATION WALL (REF. 3/A2.01). MAINTAIN 1-HR. FIRE RATING Scale: 1"= 1'-0" LADDER CAGE PLAN5 1'-7" 1" 2'-1" 2' - 2 " 1" 3" VERTICAL BARS HORIZONTAL BARS LADDER STRINGER LADDER RUNGS ROOF LADDER & CAGE NOTES: 1. THE FIXED LADDER MUST BE ABLE TO SUPPORT AT LEAST TWO LOADS OF 300 POUNDS EACH, CONCENTRATED BETWEEN ANY TWO CONSECUTIVE ATTACHMENTS. 2. THE LADDER ALSO MUST SUPPORT ADDED ANTICIPATED LOADS CAUSED BY ICE BUILDUP, WINDS, RIGGING AND IMPACT LOADS RESULTING FROM USING LADDER SAFETY DEVICES. 3. EACH STEP OR RUNG OF A FIXED LADDER MUST BE ABLE TO SUPPORT A LOAD OF AT LEAST 250 POUNDS APPLIED IN THE MIDDLE OF THE STEP OR RUNG. 4. MINIMUM CLEAR DISTANCE BETWEEN THE SIDES OF INDIVIDUAL RUNG/STEP LADDERS AND BETWEEN THE SIDE RAILS OF OTHER FIXED LADDERS MUST BE AT LEAST 16 INCHES. 5. INDIVIDUAL RUNGS OF THE LADDERS MUST BE SHAPED TO PREVENT SLIPPING OFF THE END OF THE RUNGS. 6. RUNGS AND STEPS OF FIXED METAL LADDERS MANUFACTURED AFTER MARCH 15, 1991, MUST BE CORRUGATED, KNURLED, DIMPLED, COATED WITH SKID-RESISTANT MATERIAL OR TREATED TO MINIMIZE SLIPPING. 7. THE MINIMUM PERPENDICULAR CLEARANCE BETWEEN FIXED LADDER RUNGS AND ANY OBSTRUCTION BEHIND THE LADDER MUST BE 7 INCHES. 8. THE MINIMUM PERPENDICULAR CLEARANCE BETWEEN THE CENTERLINE OF FIXED LADDER RUNGS AND ANY OBSTRUCTION ON THE CLIMBING SIDE OF THE LADDER MUST BE 30 INCHES. 9. THE HORIZONTAL BANDS MUST BE FASTENED TO THE SIDE RAILS OF RAIL LADDERS OR DIRECTLY TO THE STRUCTURE, BUILDING OR EQUIPMENT FOR INDIVIDUAL-RUNG LADDERS. 10. THE VERTICAL BARS MUST BE ON THE INSIDE OF THE HORIZONTAL BANDS AND MUST BE FASTENED TO THEM. 11. THE CAGE MUST NOT EXTEND LESS THAN 27 INCHES OR MORE THAN 30 INCHES FROM THE CENTERLINE OF THE RUNGS AND MUST NOT BE LESS THAN 27 INCHES WIDE. 12. THE INSIDES OF THE CAGE MUST BE CLEAR OF ALL PROJECTIONS. 13. THE HORIZONTAL BANDS MUST BE SPACED AT INTERVALS NOT MORE THAN 4 FEET APART MEASURED FROM CENTERLINE TO CENTERLINE. 14. THE VERTICAL BARS MUST BE SPACED AT INTERVALS NOT MORE THAN 9.5 INCHES MEASURED CENTERLINE TO CENTERLINE. 15. THE BOTTOMS OF THE CAGE MUST BE BETWEEN 7 FEET AND 8 FEET ABOVE FINISH FLOOR. T.O. PANEL REF. ELEVATIONS CONTINUOUS, METAL GUTTER MECH. FASTENED SINGLE-PLY MEMBRANE ROOF, EXTEND 6" MIN. INTO GUTTER 8"10 " PREFINISHED METAL DOWNSPOUT (PAINT) DOWNSPOUT RECESS 1'-2" BELOW TOP OF PANEL 1 3 5 ° 4" 2" DOWNSPOUT RECESS 12" ABOVE PAVED SURFACE. 4" 4" SLOPE PAVEMENT UP 3" IN 18" ADJACENT TO BUILDING EXPANSION JOINT R-9 POLYISO WITH 45 MIL. TPO ROOFING CONT. 2x TREATED WOOD NAILER A5.02 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 SCALE: 1 1/2" = 1'-0" DETAIL PLAN @ DOWNSPOUT8 33 4" 3-1/2" X 11" METAL DOWNSPOUT (PAINT) 1-1/2" WIDE SHEET METAL STRAPS @ 3'-0" O.C. (BOTH SIDES) SEALANT & BACKER ROD @ JOINT 3/4" VERTICAL CHAMFER @ RECESS (BOTH SIDES) Scale: 1" = 1'-0" ROOF EXPANSION JOINT DETAIL2 ROOF STRUCTURE EXPANSION JOINT (REF: STRUCTURAL) REINF. SINGLE-PLY ROOF MEMBRANE & EXPANSION JOINT COVER EXPANSION JOINT SUPPORT BATT INSULATION W/ ROOF MEMBRANE RETAINER ROOF FASTENERS (EA. SIDE) TPO ROOFING MEMBRANE RIGID INSULATION (MULTI-LAYERED BOARDS W/ STAGGERED JOINTS) STEEL ROOF DECK (REF: STRUCTURAL) ALUMINUM WINDOW FRAMING AND GLAZING NOTES: 1.CONTRACTOR IS TO FIELD VERIFY ALL OPENING DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 2.STOREFRONT SYSTEMS SHALL BE KAWNEER VG 451 FRAMING SYSTEM OR APPROVED EQUAL. 3.PROVIDE CONCEALED FASTENERS FOR ALL ALUMINUM FRAMING INSTALLATIONS. 4.ALL GLAZING SHALL BE 1" INSULATED, LOW-E GLASS, WITH APPROPRIATE TINT & COATING CHARACTERISTICS TO COMPLY WITH APPLICABLE ENERGY CODE. REFER SPECIFICATION. 5.PROVIDE TEMPERED SAFETY GLAZING AT PANES MARKED WITH AN "T" AND AS REQUIRED BY CODE. 6.CONDUCT A PRE-INSTALLATION CONFERENCE WITH THE ARCHITECT, MANUFACTURER, CONTRACTOR & SUBCONTRACTOR TO REVIEW ALL SHOP FABRICATION DETAILS & FIELD INSTALLATION DETAILS. 7.QUALITY CONTROL PROVISIONS SHALL INCLUDE A FIELD WATER TEST OF THE SYSTEM BY THE CONTRACTOR. REFER SPECIFICATION. 8.PROTECT FINISHED WORK TO PREVENT DAMAGE TO FRAMING, FINISH, OR GLASS COMPONENTS. ANY DAMAGED MATERIAL SHALL BE REPLACED BY CONTRACTOR. 9.REF. A7.02 FOR TYPICAL HEAD / JAMB / SILL DETAILS. Scale: 1/4" =1'-0" STOREFRONT SYSTEM "A"1 A6.00 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 1/4" =1'-0" STOREFRONT SYSTEM "B"2Scale: 1/4" =1'-0" CLEAR STORY "C"3 T.O. OPENING 14'-0" F.F. 0'-0" T.O. OPENING 25'-0" VISION GLASS VISION GLASS VISION GLASS B.O. OPENING 16'-0" VISION GLASS ACM CANOPY. REF. SECTIONS T T TTT T T T T.O. OPENING 10'-0" F.F. 0'-0" T.O. OPENING 25'-0" VISION GLASS VISION GLASS B.O. OPENING 17'-11" VISION GLASS F.F. 0'-0" T.O. OPENING 25'-0" B.O. OPENING 21'-0" VISION GLASS 1 2" SY S T E M " C " 3' - 7 " 4' - 0 " ( V . I . F . ) 25 ' - 0 " ( V . I . F . ) 9'-0" (V.I.F.) 1 2" 2" 1 2" 4'-21 2" 2"2"2" 2" 1 2" 21 ' - 0 " ( V . I . F . ) 4'-21 2" 10 ' - 0 " ( V . I . F . ) 2" 1' - 9 " 7' - 8 " SY S T E M " B 1 " SY S T E M " B 2 " 7' - 1 1 " 6' - 8 " 2" 1 2" 7' - 1 " ( V . I . F . ) 25 ' - 0 " ( V . I . F . ) 5'-0" (V.I.F.) 1 2" 2" 1 2" 4'-7" 2"2" 5'-0" 1 2"2" 1 2" 2" 1 2" 14 ' - 0 " ( V . I . F . ) 2" 1' - 9 " 6' - 8 " 1' - 0 " 9' - 0 " ( V . I . F . ) SY S T E M " A 1 " SY S T E M " A 2 " 3' - 7 " 4' - 0 " 1' - 9 " 6' - 8 " 2" 2" 1 2" 1 2" 2" 1 2" 2' - 0 " 2" 1 2" 9' - 0 " ( V . I . F . ) 25 ' - 0 " ( V . I . F . ) 2" 1 2" 2" 13'-0" (V.I.F.) 1 2" 2" 1 2" 4'-71 2"3'-0" 2" 4'-71 2" 2"2" 1 2" 2" (V . I . F . ) 5'-0"3'-0"5'-0" (DOOR) 9' - 0 " ( D O O R ) A7.01 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M H.M. FULL FLUSH DOOR 16 GAUGE HOLLOW METAL DOOR & 14 GAUGE FRAME, RECESSED IN TILT-WALL PANEL F FULL GLASS DOOR ALUMINUM & GLASS STOREFRONTFG DOOR CLOSER1EA DOOR STOP MTD. TO STL. LANDING (HAGAR 269F OR EQ.)1 EA THEFT-PROOF HINGES (HEAVY DUTY, STAINLESS STEEL, BALL BEARING TYPE)1 SET HARDWARE SET #2 WEATHERSTIP 1 EA RAIN DRIP1EA DOOR BOTTOM 1 EA LOCK GUARD 1 EA 12"x34" KICK PLATE 2 EA 1 EA OFFICE/ENTRANCE SET @2A PROVIDE TRILOGY DL 2700 PUSHBUTTON LOCK DOOR CLOSER1EA THEFT-PROOF HINGES (HEAVY DUTY, STAINLESS STEEL, BALL BEARING TYPE) (QUANTITY BASED ON DOOR HEIGHT) 1 SET HARDWARE SET #1 WEATHERSTIP1EA RAIN DRIP (INSTALLED IMMEDIATELY ABOVE DOOR)1 EA DOOR BOTTOM1EA LOCK GUARD 1 EA 12"x34" KICK PLATE 2 EA 1 EA OFFICE/ENTRANCE SET DOOR CLOSER1EA DOOR STOP1EA HARDWARE SET #3 WEATHERSTIP1EA DOOR BOTTOM1EA HALF-SADDLE THRESHOLD (SET IN FULL BED OF SEALANT) PEMKO 255 (OR EQUAL), ALIGN WITH INSIDE STOREFRONT 1 EA PUSH/PULL1EA TOP & BOTTOM PIVOTS w/INTERMEDIATE HINGES AS REQ'D.1 EA CYLINDER w/REMOVABLE CORE & INTERIOR THUMB TURN1EA U.N.O. ALL HARDWARE PROVIDED BY DOOR MANUFACTURER HALF-SADDLE THRESHOLD (IN FULL BED OF SEALANT) PEMKO 255 (OR EQ.), ALIGN WITH OUTSIDE FACE OF WALL FULL-SADDLE THRESHOLD (IN FULL BED OF SEALANT) PEMKO 171 (OR EQUAL), ALIGN w/ OUTSIDE FACE OF WALL 1.PROVIDE TO TENANT/OWNER PRODUCT DATA FOR EACH DOOR TYPE & HARDWARE ITEM, INCLUDING FUNCTION DESCRIPTIONS, MATERIALS, FINISHES, DIMENSIONS, POWER REQUIREMENTS FOR ELECTRIFIED ITEMS, AS WELL AS INSTALLATION AND INTERFACE REQUIREMENTS. 2.PROVIDE SHOP DRAWINGS ILLUSTRATING SPECIAL INSTALLATION REQUIREMENTS AS WELL AS ANY DIAGRAMS FOR WIRING ELECTRIFIED ITEMS THAT MAY INTERFACE WITH FIRE ALARM, SECURITY, AND ACCESS-CONTROL SYSTEM. 3.PROVIDE KEY-SCHEDULE, DETAILING FINAL KEYING & INDEXING KEY SETS TO DESIGNATED DOORS. 4.HARDWARE ITEMS SHALL BE GRADE 1, AND COMPLY WITH ANSI 156. VERIFY GRADE WITH OWNER. 5.ALL SIDELITE GLAZING TO BE TEMPERED, SINGLE PANE GLASS. 6.WHEN APPROPRIATE, CONTRACTOR SHALL SCHEDULE A PRELIMINARY HARDWARE SUBMITTAL CONFERENCE WITH THE USER, ARCHITECT AND DOOR HARDWARE PROVIDER: 6.1.TO REVIEW EACH ROOM FUNCTION & DOOR OPERATION. 6.2.TO IDENTIFY ANY CONFLICTS, CHANGES, OR MODIFICATIONS TO THE ORIGINAL LAYOUT THAT MIGHT MODIFY THE HARDWARE SCHEDULE. 6.3.DISCUSS ANY SECURITY ISSUES FOR THE BUILDING AND THE IMPACT THAT MAY HAVE ON THE HARDWARE AND HOW IT RELATES TO EXITING REQUIREMENTS, OR ALARM CONSIDERATIONS. 7.MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOOR MUST BE 8.5 POUNDS FOR EXTERIOR AND 5 POUNDS FOR INTERIOR DOORS. 8.WHERE POSSIBLE, PROVIDE CONCEALED FASTENERS FOR HARDWARE ITEMS THAT ARE EXPOSED WHEN THE DOOR IS CLOSED. DO NOT USE THROUGH BOLTS FOR INSTALLATION WHERE BOLT HEAD OR NUT IS EXPOSED ON OPPOSITE FACE, EXCEPT WHERE IT IS NOT FEASIBLE TO REINFORCE THE WORK. 9.PROVIDE 4-1/2" HINGES FOR 1-3/4" THICK DOORS UP TO 42" WIDE & 5" HINGES FOR 1-3/4" THICK DOORS OVER 42" WIDE. 10.ALL LOCKSETS MUST BE MOUNTABLE WITHOUT THE USE OF THROUGH BOLTS, MUST FIT IN A STANDARD 2-1/8" BORE, AND MUST FIT A MINIMUM DOOR STILE WIDTH OF 4-1/4". 11.PROVIDE EXIT DEVICES AS SPECIFIED IN THE CONTRACT DOCUMENTS. EXIT-DEVICE LATCH- BOLTS MUST RELEASE BY DEPRESSING ACTUATING PUSH PAD. 12.DOOR CLOSERS SHALL BE SURFACE-MOUNT-TYPE WITH PARALLEL ARMS, FULLY ADJUSTABLE BACK CHECK, KEY CONTROL VALVES, 50% PERCENT POWER ADJUSTMENTS, AND MUST FACILITATE AUTOMATIC CLOSURE OF DOOR. PROVIDE AN ADJUSTABLE HOLD-OPEN ARM WHERE INDICATED IN THE HARDWARE SCHEDULE OR REQUIRED FUNCTIONALLY. 13.PROVIDE WALL-MOUNT DOOR STOPS AT DOORS OPENING ONTO ADJACENT WALLS, AND FLOOR-MOUNT DOOR STOPS AT ALL OTHER DOOR LOCATIONS. 14.PROVIDE WEATHER-STRIPPING, DOOR SWEEPS, CLOSER AND THRESHOLD AT EXTERIOR DOORS IN COMPLIANCE WITH ANSI REGULATIONS. 15.UNLESS SPECIFIED OTHERWISE, FINISHES FOR ALL DOOR HARDWARE SHALL BE PLATED, SATIN CHROME, COMPLIANT WITH ANSI STANDARDS. 16.PRIOR TO INSTALLATION, VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE HARDWARE. VERIFY THAT HARDWARE IS FREE OF SURFACE DEFECTS, WARPING, AND OTHER DEFECTS THAT MIGHT IMPEDE PERFORMANCE OF HARDWARE. GENERAL NOTES 1 EA 1 EA PERSONNEL DOOR TYPESHARDWARE SCHEDULE DOCK DOOR SCHEDULE MA R K SIZE OF OPENING TYPE & MATERIAL DOOR FINISH NOTES 101 102 9'-0" x 10'-0" 103 104 105 106 107 108 109 110 111 112 113 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0" 9'-0" x 10'-0"PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHED PRE-FINISHEDO-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL O-1 / STEEL 9'-0" x 10'-0"PRE-FINISHEDO-1 / STEEL VISION PANEL ON THIS SIDE 5' - 0 " IN S I D E L O C K EXTERIOR ELEVATION DOCK DOOR TYPES O-1 OVERHEAD DOCK DOOR FULL VERTICAL LIFT, SECTIONAL OVERHEAD DOOR W/16 GA. REINFORCING CHANNELS. HEAVY DUTY (11 GA. MIN.) GALV. TRACK & 3" ROLLER ASSEMBLIES, HEAVY DUTY HINGES, WEATHER SEALS AND LOCKING MECHANISM. PROVIDE (2) 10"x24"x4-1/2" BOLTED, FABRIC REINFORCED DOCK BUMPER PADS MOUNTED W/ 1/2" DIA. GALVANIZED BOLTS AT INTERIOR, INSTALL (2) 4' HIGH METAL Z-GUARDS DOCK BUMPERS MA R K SIZE OF OPENING TYPE & MATERIAL DOOR FINISH FRAME MATERIAL FINISH NOTESHARDWARE SET 02 03 07 08 09 3'-0" x 7'-0" 3'-0" x 7'-0" F / 16 GAUGE HM P-5 14 GAUGE HM PAINT F / 16 GAUGE HM P-5 14 GAUGE HM PAINT EXTERIOR PERSONNEL DOOR SCHEDULE 1 3'-0" x 7'-0"F / 16 GAUGE HM P-5 14 GAUGE HM PAINT 2 2 01 ALUMFG / ALUM3'-0" x 9'-0"3 EXIT @ GRADE LEVEL (REF. 3/A7.02)BLACK ANODIZED BLACK ANODIZED 10 4'-0" x 7'-0"F / 16 GAUGE HM P-5 14 GAUGE HM PAINT 2 INSTALL RECESSED KNOX-BOX (#3220) AT 4'-0" A.F.F. (LOCATION TO BE APPROVED BY FIRE DEPT.) PROVIDE "FIRE PUMP" SIGNAGE PER CODE05 06 3'-0" x 7'-0"F / 16 GAUGE HM P-5 14 GAUGE HM PAINT 1 04 ALUMFG / ALUM3'-0" x 9'-0"3 EXIT @ GRADE LEVEL (REF. 3/A7.02)BLACK ANODIZED BLACK ANODIZED EXIT @ STAIR (REF. 3/A7.02) EXIT @ STAIR (REF. 3/A7.02) EXIT @ GRADE LEVEL (REF. 3/A7.02) EXIT @ GRADE LEVEL (REF. 3/A7.02) 3'-0" x 7'-0"F / 16 GAUGE HM P-5 14 GAUGE HM PAINT 1 EXIT @ GRADE LEVEL (REF. 3/A7.02) 3'-0" x 7'-0"F / 16 GAUGE HM P-5 14 GAUGE HM PAINT 1 EXIT @ GRADE LEVEL (REF. 1/A7.02) 3'-0" x 7'-0"F / 16 GAUGE HM P-5 14 GAUGE HM PAINT 1 EXIT @ GRADE LEVEL (REF. 1/A7.02) 5' - 0 " IN S I D E L O C K 1 2" A7.02 RGA PROJECT NUMBER: DATE: REVISIONS: SHEET: PL O T D A T E 0 6 / 2 0 / 2 0 2 5 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 24120 6/20/2025 301 S. OAK STREET, STE 100 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 R G A A R C H I T E C T S . C O M 06 . 2 0 . 2 0 2 2 Scale: 3"= 1'-0" H.M. DOOR SILL @ CONC. STOOP1 CONCRETE SLAB ON GRADE DOOR JAMB (BEYOND)HOLLOW METAL PERSONNEL DOOR DOOR BOTTOM SWEEP WITH RAIN-DRIP (PEMKO 3452CNB OR EQUAL) 1 2" 51 2"CONFIRM WIDTH OF INDENTION WITH EXACT SIZE OF THRESHOLD IN T E R I O R EX T E R I O R TOP OF CONC. STOOP / SIDEWALK TO BE 1/2" BELOW FINISHED FLOOR SEALANT OVER 1/2" PRE-MOLDED JOINT FILLER HALF-SADDLE THRESHOLD SET IN FULL BED OF SEALANT AND RECESSED INTO SLAB * CONTRACTOR TO COORDINATE FRAME LENGTH AND DOOR HEIGHT WITH SILL CONDITION @ EACH DOOR LOCATION Scale: 3"= 1'-0" H.M. DOOR HEAD/JAMB5 HOLLOW METAL PERSONNEL DOOR OVERHEAD RAIN DRIP (PEMKO 346C OR EQUAL)H.M. DOOR FRAME TO BE CAST INTO TILTWALL PANEL CONCRETE TILTWALL PANEL 3/4" CHAMFER IN T E R I O R EX T E R I O R Scale: 3"= 1'-0" STOREFRONT SILL2 Scale: 3"= 1'-0" STOREFRONT HEAD / JAMB6 SHIM AS REQ. CONCRETE TILT-WALL PANEL 1 2 " SEALANT JOINT (BOTH SIDES) DRIP EDGE ALIGN OPENING WITH REVEAL Scale: 3"= 1'-0" STOREFRONT DOOR SILL3 FUTURE FLOOR SURFACE (DASHED LINE) 5"x12" HALF SADDLE ALUMINUM THRESHOLD - FINISH TO MATCH STOREFRONT - SET IN BED OF SEALANT CONCRETE SLAB ON GRADE CONCRETE FLATWORK, DOWELED TO GRADE BEAM EXPANSION JOINT MATERIAL & SEALANT IN T E R I O R EX T E R I O R ALUMINUM STOREFRONT SYSTEM & DOOR Scale: 3"= 1'-0" H.M. DOOR SILL @ STAIRS4 CONCRETE SLAB ON GRADE DOOR JAMB (BEYOND)HOLLOW METAL PERSONNEL DOOR METAL STAIR LANDING 1 2" IN T E R I O R EX T E R I O R Scale: 3"= 1'-0" CLERESTORY SILL DETAIL7 1 2" SEALANT JOINT (BOTH SIDES) SILL FLASHING TO MATCH STOREFRONT 3/4" x 1/4" CHAMFER ALUM. STOREFRONT SYSTEM Scale: 3"= 1'-0" CLERESTORY HEAD DETAIL9 PROVIDE HEAD FLASHING (IF RECOMMENDED BY MANF., VERIFY PRIOR TO ORDERING SYSTEM) COLOR TO MATCH STOREFRONT 3/4" x 3/4" CHAMFER ALUM. STOREFRONT SYSTEM IN T E R I O R EX T E R I O R DIVISION 8 NOTES: 1.HOLLOW METAL DOORS & FRAMES SHALL COMPLY WITH STEEL DOOR INSTITUTE GUIDELINES (SDI-100) 2.HOLLOW METAL FRAMES USED ON EXTERIOR APPLICATIONS SHALL BE WELDED, 14 GAUGE GALVANIZED STEEL. 3.THE EXTERIOR FACE SHEETS OF ALL HOLLOW METAL DOORS SHALL BE FORMED OF COLD ROLLED A-36, 16 GAUGE STEEL. 4.HOLLOW METAL DOORS SHALL BE INSULATED & THERMALLY ISOLATED & SHALL BE APPROPRIATELY LABELED FOR REQUIRED FIRE RATING. 5.HEAD CONDITION AT DOORS SHALL NOT BE CHANNELED. 6.DOOR HARDWARE SHALL COMPLY WITH ACCESSIBILITY REGULATIONS. DOOR HARDWARE SHALL INCLUDE ALL REQUIRED LOCKSETS, PASSAGE SETS, THEFT-PROOF HINGES, STOPS, SILENCERS, THRESHOLDS, WEATHER-STRIPPING & CLOSERS REQUIRED TO ENSURE PROPER & APPROPRIATE FUNCTION OF THE BUILDING. 7.OVERHEAD DOORS SHALL BE FULL VERTICAL LIFT, SECTIONAL ASSEMBLIES WITH WEATHER SEALS. 8.PROVIDE 3" HEAVY DUTY (11 GAUGE MINIMUM) GALVANIZED TRACK. 9.THE EXTERIOR FACE OF ALL OVERHEAD DOORS SHALL BE CONSTRUCTED OF (MINIMUM) 20 GAUGE SHEET STEEL WITH 16 GAUGE REINFORCING CHANNELS, 3" ROLLER ASSEMBLIES, HEAVY DUTY HINGES, & A TORSION SPRING LIFTING MECHANISM REQUIRING NO MORE THAN 25 POUNDS OF LIFTING FORCE TO OPEN. 10.PROVIDE STEEL TRACK SUPPORT ANGLE ANCHORED TO INSIDE FACE OF TILTWALL PANEL (OR OTHER SUITABLE SUBSTRATE). 11.SECURE OVERHEAD DOOR TRACK TO ANGLE WITH SCREWS/BOLTS. DO NOT WELD TRACK TO ANGLE. 12.PROVIDE MANUFACTURER’S STANDARD WEATHERSTRIPPING & LOCKING MECHANISM. 13.PROVIDE CONCEALED FASTENERS FOR ALL ALUMINUM FRAMING INSTALLATIONS. 14.ALL GLAZING SHALL BE 1" INSULATED, LOW-E GLASS, WITH APPROPRIATE TINT & COATING CHARACTERISTICS TO COMPLY WITH ENERGY CODE. 15.CONDUCT A PRE-INSTALLATION CONFERENCE WITH THE ARCHITECT, MANUFACTURER, CONTRACTOR & SUBCONTRACTOR TO REVIEW ALL SHOP FABRICATION DETAILS & FIELD INSTALLATION DETAILS. 16.PROTECT THE FINISHED WORK TO PREVENT DAMAGE TO FRAMING, FINISH, OR GLASS COMPONENTS. ANY DAMAGED MATERIAL WILL BE REPLACED. 17.BACKER RODS & SEALANT REQUIRED AT INSIDE & OUTSIDE OF ALL OPENINGS. 18.QUALITY CONTROL PROVISIONS SHALL INCLUDE A FIELD WATER TEST OF THE SYSTEM BY THE CONTRACTOR. Scale: 3"= 1'-0" SECTION @ OVERHEAD DOOR SILL11 10 " 1 2" IN T E R I O R EX T E R I O R CONCRETE PANEL (BEYOND) GALV. STEEL ANGLE , PAINT TO MATCH ADJ. WALL COLOR 3 4" 3 4" CHAMFER OVERHEAD DOOR SLOPE SLAB V-GROOVE AT DOCK DOOR OPENING TILT-WALL PANEL CONCRETE POUR-BACK SLAB 71 2" (P O U R - B A C K S L A B ) SUB-GRADE NOTE: DO NOT CHAMFER THE INSIDE EDGE OF DOCK DOOR OPENINGS Scale: 3"= 1'-0" OVERHEAD DOOR JAMB DETAIL12 INTERIOR EXTERIOR CONCRETE TILT-WALL PANEL 17 8" DOCK SILL ANGLE (GALVANIZED). PAINT TO MATCH ADJ. WALL COLOR INSULATED OVERHEAD DOOR w/ WEATHERSTRIPPING (DOOR SIZE TO BE 1" BEYOND HEAD & EACH JAMB) PROVIDE 3" VERTICAL LIFT TRACK WEATHER SEAL PROVIDE BREAK LATCH SAFETY MECHANISM PRE-FINISHED SAFETY YELLOW Z-GUARD IN T E R I O R EX T E R I O R 1" INSULATED GLASS PROVIDE HEAD FLASHING (IF RECOMMENDED BY MANF., VERIFY PRIOR TO ORDERING SYSTEM) COLOR TO MATCH STOREFRONT ALUMINUM STOREFRONT SYSTEM PROVIDE FULL HEIGHT FILLER AT BOTH JAMBS, ALL ANCHOR CLIPS, SUBSILL END CLOSURES, AND HEAVY-DUTY EXTERIOR GASKET DOOR BOTTOM SWEEP WITH RAIN-DRIP (PEMKO 3452CNB OR EQUAL) 6" FROM FACE OF PANEL SHIM AS REQUIRED CONCRETE TILTWALL PANEL 1" INSULATED GLASS 1 2" SLOPE SILL ALIGN OPENING WITH REVEAL EX T E R I O R IN T E R I O R ALUMINUM STOREFRONT SYSTEM. PROVIDE FULL HEIGHT FILLER AT BOTH JAMBS, ALL ANCHOR CLIPS, SUBSILL END CLOSURES, AND HEAVY-DUTY EXTERIOR GASKET Scale: 3"= 1'-0" MECH. LOUVER SILL DETAIL8 3/4" CHAMFER SEALANT & BACKER ROD ALIGN B.O. OPENING w/ B.O. REVEAL FIXED BLADE LOUVER Scale: 3"= 1'-0" MECH. LOUVER HEAD DETAIL10 FIXED BLADE LOUVER 3/4" CHAMFER BACKER ROD & SEALANT IN T E R I O R EX T E R I O R ALIGN T.O. OPENING w/ T.O. REVEAL SILL FLASHING TO MATCH STOREFRONT VAPOR RETARDER GENERAL NOTES 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 4 P M S0.00 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t SPECIAL INSPECTIONS SI1 The registered design professional in responsible charge (RDPiRC) for this project is the Architect. Submit all inspection reports directly to the RDPiRC for review. Also, submit the structurally related special inspection reports to the structural engineer for review. SI2 In order to comply with the code requirements, the special inspectors and testing technicians may not be in the employ of the general contractor (GC), subcontractors or material suppliers. In the case of an owner/contractor, the building official shall specify who employs the special inspectors and testing technicians. All reports shall be submitted to the following individuals: the RDPiRC, the Engineer of Record, the GC, Subcontractors, and, if requested, the building official. The special inspector shall submit the "Report of Required Special Inspections", or similar form as required by the city, after the work is competed per the plans. Any non-compliant items shall be brought to the immediate attention of the GC and the RDPiRC. If the non-compliant work persists, then the special inspector shall submit a "Notice of Non-Compliance Report", or similar form as required by the city. Once non-compliant issues are resolved, the special inspector shall submit a Field Report indicating compliance of these items. A "Final Report of Required Inspections", or similar form as required by the city, shall be submitted to the City by the RDPiRC once construction is completed and all non-compliance items have been resolved. SI4 Inspection of fabricators - Fabricator shall submit to the RDPiRC, with a copy to the owner and the GC, a certificate of compliance stating that the work is fabricated under the inspections services of a special inspector or under the inspection services of a nationally recognized trade organization that requires quality control inspections. SI3 These inspections are in addition to the inspections specified in Section 110 of the IBC. Refer to the building code, and any amendments to the building code for this jurisdiction, to determine all the required inspections in addition to the special inspections listed below. SPECIAL INSPECTIONS AND VERIFICATIONS OF STEEL CONSTRUCTION QC -Quality Control shall be provided by the fabricator and erector. QA -Quality Assurance shall be provided by others when required by the authority having jurisdiction (AHJ), applicable building code, purchase owner, or engineer of record (EOR). O-Observe these items on a random basis. Operations need not be delayed pending these inspections. P -Perform these tasks for each welded joint or member. INSPECTION TASKS PRIOR TO WELDING (AISC 360 TABLE N5.4-1) Inspection Tasks Prior To Welding QA Welder qualification records and continuity records Welding procedure specifications (WPS) available Manufacturer certifications for welding consumables available Material identification (type/grade) Welder identification system1 QC P O P P P P O O O O Fit-up of groove welds (including joint geometry) • Joint preparations • Dimensions (alignment, root opening, root face, bevel) • Cleanliness (condition of steel surfaces) • Tacking (tack weld quality and location) • Backing type and fit (if applicable) O O Fit-up of CJP groove welds of HSS T-, Y-, and K-joints without backing • Joint preparations • Dimensions (alignment, root opening, root face, bevel) • Cleanliness (condition of steel surfaces) • Tacking (tack weld quality and location) P O (including joint geometry) Configuration and finish of access holes O O Fit-up of fillet welds • Dimensions (alignment, gaps at root) • Cleanliness (condition of steel surfaces) • Tacking (tack weld quality and location) O O Check welding equipment O -- 1.The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type. INSPECTION TASKS DURING WELDING (AISC 360 TABLE N5.4-2) Inspection Tasks During Welding QAQC Control and handling of welding consumables • Packaging • Exposure control O O No welding over cracked tack welds O O Environmental conditions • Wind speed within limits • Precipitation and temperature O O WPS followed • Settings on welding equipment • Travel speed • Selected welding materials • Shielding gas type/flow rate • Preheat applied O O • Interpass temperature maintained (min./max.) • Proper position (F, V, H, OH) Welding techniques • Interpass and final cleaning • Each pass within profile limitations • Each pass meets quality requirements O O Placement and installation of steel headed stud anchors P P INSPECTION TASKS AFTER WELDING (AISC 360 TABLE N5.4-3) Inspection Tasks After Welding QAQC Welds cleaned O O Size, length and location of welds P P Welds meet visual acceptance criteria • Crack prohibition • Weld/base-metal fusion • Crater cross section • Weld profiles • Weld size P P • Undercut • Porosity Arc strikes P P k-area1 P P Weld access holes in rolled heavy shapes and built-up heavy shapes2 P P Backing removed and weld tabs removed (if required)P P Repair activities P P Document acceptance or rejection of welded joint or member P P No prohibited welds have been added without the approval of the EOR O O 1.When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks within 3 in. of the weld. 2.After rolled heavy shapes (see Section A3.1c) and built-up heavy shapes (see Section A3.1d) are welded, visually inspect the weld access hole for cracks. INSPECTION TASKS PRIOR TO BOLTING (AISC 360 TABLE N5.6-1) Inspection Tasks Prior To Bolting QAQC INSPECTION TASKS DURING BOLTING (AISC 360 TABLE N5.6-2) Inspection Tasks During Bolting QAQC INSPECTION TASKS AFTER BOLTING (AISC 360 TABLE N5.6-3) Inspection Tasks After Bolting QAQC Document acceptance or rejection of bolted connections P P Fastener component not turned by the wrench prevented from rotating Joint brought to the snug-tight condition prior to the pretensioning operation Fasteners marked in accordance with ASTM requirements O O Manufacturer's certifications available for fastener materials O P Correct bolting procedure selected for joint detail O O Correct fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane) O O Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements P OPre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used O O Protected storage provided for bolts, nuts, washers and other fastener components O O Fastener assemblies placed in all holes and washers and nuts are positioned as required O O Fasteners are pretensioned in accordance with the RCSC Specification, progressing systematically from the most rigid point toward the free edges O O O O O O 1. Inspect reinforcement, including prestressing tendons, and verify placement. REQUIRED SPECIAL INSPECTIONS OF CONCRETE CONSTRUCTION (IBC TABLE 1705.3) TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD1 IBC REFERENCE a. Verify weldability of reinforcing bars other than ASTM A706; b. Inspect single-pass fillet welds, maximum 5/16"; and c. Inspect all other welds. 2. Reinforcing bar welding: 3. Inspect anchors cast in concrete. Inspect embedded items cast in concrete. a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads. b. Mechanical anchors and adhesive anchors not defined in 4.a. 4. Inspect anchors post-installed in hardened concrete members2. ACI 318: Ch. 20, 25.2, 25.3, 26.6.1 - 26.6.3 ─ ─X ─ X X ─ AWS D1.4 ACI 318: 26.6.4 ─ ─ X ACI 318: 17.8.2 ─ ACI 318: 17.8.2.4 X ─ ─ X ACI 318: 17.8.2.4 ACI 318: 17.8.2 ─ 5. Verify use of required design mix.ACI 318: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2 6.Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.X ─ ASTM C172, ASTM C31 ACI 318: 26.5, 26.12 ─ ─ X 7. Inspect concrete and shotcrete placement for proper application techniques.X ─ ACI 318: 26.5 ─ 8. Verify maintenance of specified curing temperature and techniques. ─ X ACI 318: 26.5.3 - 26.5.5 ─ a. Prior to removal of shores and forms from beams and structural slabs. 11. Verify in-situ concrete strength: ACI 318: 26.11.2 ── X 12.Inspect formwork for shape, location and dimensions of the concrete member being formed.ACI 318: 26.11.1.2(b) ── X ─ X 1. Where applicable, see Section 1705.13. 2. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the RDPiRC and shall be approved by the building official prior to the commencement of the work. a. Not Used b. Not Used 9.Not Used ─ ─ ─ ─ ─ ─ ─ b. Not Used ─ ─ 10. Inspect erection of precast concrete members. ─ X ACI 318: 26.9 ─ REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOISTS GIRDERS (IBC TABLE 1705.2.3) TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD1 • End connections - welding or bolted. 1. Installation of open-web steel joists and joist girders. ─ X SJI specifications listed in Section 2207.1 • Bridging - horizontal or diagonal. ─ ─ ─ - Standard bridging.─ X SJI specifications listed in Section 2207.1 - Bridging that differs from the SJI specifications listed ─ X ─specifications listed in Section 2207.1. 1. Special inspections for steel seismic force-resisting systems are not required in SDC B & C when R=3. SPECIAL INSPECTION AND VERIFICATION OF COLD-FORMED METAL DECK (SDI-ANSI QA/QC 2022) TASKS QUALITY CONTROL TASK QUALITY ASSURANCE TASK REFERENCED STANDARD a. Verify compliance of materials (deck and all deck accessories) with construction documents, including profiles, material properties, and base metal thickness 1. Inspection or execution tasks prior to deck placement P P SDI-ANSI QA/QC 2022 Appendix 1, Table 1.1 P Pb. Document acceptance or rejection of deck and deck accessories 2. Inspection or execution tasks after deck placement a. Verify compliance of deck and all deck accessories' installation with construciton documents P P b. Verify deck materials are represented by the mill certifications that comply with the construction documents ---P P Pc. Document acceptance or rejection of installation of deck and deck accessories SDI-ANSI QA/QC 2022 Appendix 1, Table 1.2 6. Inspection or execution tasks prior to mechancial fastening SDI-ANSI QA/QC 2022 Appendix 1, Table 1.6O Ob. Proper tools available for fastener installation O Oc. Proper storage for mechanical fasteners O Oa. Manufacturer installation instructions available for mechanical fasteners 7. Inspection or execution tasks during mechancial fastening SDI-ANSI QA/QC 2022 Appendix 1, Table 1.7O Ob. Fasteners are installed in accordance with manufacturer's instructions O Oa. Fasteners are positioned as required 8. Inspection or execution tasks after mechancial fastening SDI-ANSI QA/QC 2022 Appendix 1, Table 1.8 P Pb. Check spacing, type, and installation of sidelap fasteners P Pc. Check spacing, type, and installation of perimeter fasteners P Pd. Verify repair activities a. Check spacing, type, and installation of support fasteners P P P Pe. Document acceptance or rejection of mechanical fasteners O-Observe these items on an intermittent basis. Operations need not be delayed pending these inspections. Frequency of observations shall be adequate to confirm that the work has been performed in accordance with the applicable documents. In the event that observations determine that the materials and/or workmanship are not in conformance with the applicable documents, additional inspections shall be performed to determine the extent of nonconformance. P - Perform these tasks prior to final acceptance for each item or element. "Document", within the listed Tasks above, shall mean the inspector shall prepare reports or other appropriate written documentation indicating that the work has or has not been performed in accordance with the construction documents. Inspection or execution tasks prior to welding O Oa. Welding procedure specifications (WPS) available O Ob. Manufacturer certifications for welding consumables available O Oc. Material identification (type/grade) O Od. Check welding equipment SDI-ANSI QA/QC 2022 Appendix 1, Table 1.3 Inspection or execution tasks during welding O Oa. Use of qualified welders O Ob. Control and handling of welding consumables O Oc. Environmental conditions (wind speed, moisture, temperature) O Od. WPS followed SDI-ANSI QA/QC 2022 Appendix 1, Table 1.4 Inspection or execution tasks after welding SDI-ANSI QA/QC 2022 Appendix 1, Table 1.5 P Pb. Welds meet visual acceptance criteria P Pc. Verify repair activities P Pd. Document acceptance or rejection of welds a. Verify size and location of welds, including support, sidelap, and perimeter welds P P 3. 4. 5. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS (IBC TABLE 1705.6) TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1.Verify materials below shallow foundations are adequate to achieve the design bearing capacity.─ X 2. Verify excavations are extended to proper depth and have reached proper material. 3. Perform classification and testing of compacted fill materials. ─ X 4.During fill placement, verify use of proper materials and procedures in accordance with the provisions of the approved geotechical report. Verify densities and lift thicknesses during placement and compaction of compacted fill. X ─ 5.Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.─ X ─ X 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 4 P M S0.01 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t COMPONENTS AND CLADDING WIND DIAGRAM SYMBOLS / HATCHING LEGEND X SX SECTION CUT STEP IN ELEVATION X SX OPENING IN SLAB GRID LINE X REVISIONS / ADDENDUMS PLAN OR SECTION DETAIL X/SX WORK POINTWP NOTE: NOT ALL SYMBOLS OR HATCHES WILL BE USED REFERENCED ELEVATIONS BEAM SPLICE MOMENT CONNECTION ELEVATION DIRECTION OF METAL DECK SPAN EARTH ROCK FILL/GRAVEL ROOF TOP UNIT (RTU) SAND/NON-SHRINK GROUT CONCRETE MASONRY WALL (CMU) CONCRETE TILT-UP WALL (PANEL) 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 5 P M S0.02 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t ABBREVIATIONS LIST ABBREVIATION DESCRIPTION & AND (N) NEW @ AT AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BL BLOCK LINTEL BO BOTTOM OF BOD BOTTOM OF DECK BOF BOTTOM OF FOOTING BOS BOTTOM OF STEEL BOT BOTTOM BRG BEARING BTW BETWEEN CFMF COLD FORMED METAL FRAMING CG CENTER OF GRAVITY CJ CONTRACTION JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CTG CORNER TRUSS GIRDER D DEPTH DBA DEFORMED BAR ANCHOR DBL DOUBLE DEMO, (D) DEMOLISH DIA, Ø DIAMETER EA EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT ELEV ELEVATION EOC EDGE OF CONCRETE EOD EDGE OF DECK EOR ENGINEER OF RECORD EOS EDGE OF SLAB EQ EQUAL EW EACH WAY EXIST, (E) EXISTING EXP EXPANSION FDN FOUNDATION FIN FLR FINISHED FLOOR FS FAR SIDE FT FEET FV FIELD VERIFY GA GAGE GC GENERAL CONTRACTOR GYP BD GYPSUM BOARD HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HT HEIGHT HVT HEAVY TIMBER INFO INFORMATION ISO ISOLATION JBE JOIST BEARING ELEVATION JG JOIST GIRDER JST JOIST JT JOINT K KIPS KSI KIPS PER SQUARE INCH L LENGTH LBS POUNDS Ld DEVELOPMENT LENGTH Ldh STANDARD HOOK DEVELOPMENT LENGTH LEH LONG EDGE HORIZONTAL LEV LONG EDGE VERTICAL LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL Ls LAP SPLICE LSH LONG SIDE HORIZONTAL LSV LONG SIDE VERTICAL ABBREVIATIONS LIST ABBREVIATION DESCRIPTION MAX MAXIMUM MC MOMENT CONNECTION MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MJ MOMENT JOIST MO MASONRY OPENING MTL METAL NO NUMBER NS NEAR SIDE NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE PAF POWER ACTUATED FASTENER PJ PANEL JOINT PL PLATE PLF POUNDS PER LINEAR FOOT PROJ PROJECTION PS PANEL STEP PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST TENSION QTY QUANTITY REF REFERENCE / REFER TO REINF REINFORCING REQD REQUIRED RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SMS SHEET METAL SCREWS SPA SPACES SPECS SPECIFICATIONS SQ SQUARE STD STANDARD STL STEEL STRUC STRUCTURAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TOP OF BEAM TG TOP OF GIRDER (STEEL); TRUSS GIRDER (WOOD) TGB TOP OF GRADE BEAM THK THICKNESS TN TOENAIL TO TOP OF TOC TOP OF CONCRETE TOF TOP OF FOOTING TOJ TOP OF JOIST TOM TOP OF MASONRY TOS TOP OF STEEL TP TOP OF PANEL TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VF VALLEY FRAMING VIF VERIFY IN FIELD W WIDTH WF WIDE FLANGE WP WORK POINT WWR WELDED WIRE REINFORCEMENT L3 x 3 x 1 / 4 L3x3x1/4 L3 x 3 x 1 / 4 L3 1/2x2 1/2x1/4 (LLH) SIDE LAP SCHEDULE MARK QUANTITY A 3-#10 TEKS NOTE: REF GENERAL NOTES FOR DECK TYPE, GAUGE AND ATTACHMENT TO SUPPORTING STRUCTURE. 1 1 5 5 A A E E A FIN FLR 100'-0" A B C D E 5'-0"40'-0"45'-0"45'-0"50'-0" MIN CLR HEIGHT =28'-0" AFF TO BOT OF STRUCTURE 6" 28 ' - 0 " C L R 28K6 28K6 28K6 48G56G BOS=109'-0" 109'-0" BOS=109'-0" 109'-0" 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 5 P M S0.03 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t NTS1ROOF DECK ATTACHMENT AND ANGLE DIAGRAM 1/8" = 1'-0"2 CLEAR HEIGHT BUILDING SECTION 1 1 2 2 3 3 4 4 5 5 A A B B C C D D E E 18 5 ' - 0 " 18 5 ' - 0 " 230'-0" 230'-0" 30'-0"60'-0"50'-0"60'-0"30'-0" 5' - 0 " 18 0 ' - 0 " 5' - 0 " 18 0 ' - 0 " 40 ' - 0 " 45 ' - 0 " 45 ' - 0 " 50 ' - 0 " 40 ' - 0 " 45 ' - 0 " 45 ' - 0 " 50 ' - 0 " 55'-0"60'-0"60'-0"55'-0" 55'-0"60'-0"60'-0"55'-0" 7 1 / 4 " 24 ' - 4 3 / 4 " 25 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 7 1 / 4 " 24 ' - 4 3 / 4 " 25 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 7 1/4" 6'-4 3/4"30'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"10'-4 3/4" 7 1/4" 24'-0"12'-0"24'-0"25'-0"25'-0"24'-0"12'-0"24'-0" 6'-0"9'-0"4'-0"9'-0" 2'-0"2'-0" 9'-0"9'-8" 3'-4" 2'-0" 2'-0" 9'-0"4'-0"9'-0" 2'-0"2'-0" 9'-0"4'-0"9'-0" 2'-0"2'-0" 9'-0"4'-0"9'-0" 2'-0"2'-0" 9'-0"4'-0"9'-0" 2'-0" 2'-0" 3'-4" 9'-8"9'-0" 2'-0"2'-0" 9'-0"15'-0" 4'-0"5'-0"5'-0"5'-0"5'-0" 2'-0" 13'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"4'-0"4'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"13'-0" 2'-0" 5'-0"5'-0"5'-0"5'-0"4'-0" 12 ' - 8 " 3' - 4 " 10 ' - 0 " 4' - 0 " 3' - 4 " 9' - 8 " 5' - 0 " 3' - 0 " 3' - 0 " 5' - 0 " 6' - 0 " 5' - 0 " 5' - 4 3 / 4 " 12 ' - 8 " 3' - 4 " 10 ' - 0 " 4' - 0 " 3' - 4 " 9' - 8 " 5' - 0 " 3' - 0 " 3' - 0 " 5' - 0 " 6' - 0 " 5' - 0 " 5' - 4 3 / 4 " OV E R A L L OVERALL OV E R A L L OVERALL BL D G B R E A K S GR I D S PA N E L S BLDG BREAKS GRIDS PANELS OPENINGS BL D G B R E A K S GR I D S PA N E L S GRIDS PANELS OPENINGS OP E N I N G S OP E N I N G S 7 1/4" REF NOTE 5 5'-0" POUR STRIP REF NOTE 5 5'-0" POUR STRIP 7 1/4" REF NOTE 5 5'-0" POUR STRIP 7 1/4" REF NOTE 5 8'-0" POUR STRIP 7 1/4"P-22 P-32 OP-1 P-2 OP-3 P-6 KP-7 OP -21 OP-14P-13 OP-12 P-9 KP -33 KO P -34 KP -35 KP -36 KO P -37 OP -38 KP -20 KO P -19 KP -18 KP -17 KO P -16 OP -15 KOP-23KOP-24OP-25OP-26OP-27OP-28KOP-29KOP-30 P-4 OP-5 P-11OP-10 KP-8 P-31 MTL STAIRS BY MFR (TYP) CJ (TYP) CJ (TYP) F3 95'-0" 95'-0" F2 98'-0" 95'-0" FOOTING STEP REF 5/S3.00 9'-0" 4'-4" 12'-8" FIN FLR ELEV =________ CIVIL FIN FLR ELEV = CONCRETE SLAB-ON-GRADE REINFORCED w/ # BARS AT OC EACH WAY ON VAPOR BARRIER. 100'-00" 562.00 6" 3 18" F2 F2 F2 F2 F2 F3 F2 F3 95'-0" F2 F2 F2 F2 F2 F2 F3 F2 95'-0" 98'-0" 95'-0" FOOTING STEP REF 5/S3.00 SW -1 3 S3.00 1 S3.00 1A S3.00 F2 1A S3.00 3 S3.00 2 S3.02 1 S3.00 1A S3.00 2 S3.00 2 S3.00 3 S3.00 1 S3.00 1A S3.00 3 S3.00 2 S3.02 1 S3.00 1A S3.00 1 S3.01 /S1.002 1 S3.01 1 S3.00 2 S3.01 5 5 E 95'-0" F2 94'-0" F2 95'-0" F2 95'-0" 95'-0" 10'-4 3/4"7 1/4" 20'-0" 20'-0" 7 1/4" 40'-0" 2'-0 3/4" 7 1/4" 7'-8 3/4" SW -1 SW -2 P-22 OP -21 KOP-23 9'-2" 8'-4"3 5/8" 3 5/8" 20'-3 5/8" 19'-6" 6" 8'-4" /S3.016 OPP 1A S3.00 /S3.014 /S3.015 OPP 95'-0" F2 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 6 P M S1.00 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t FOOTING SCHEDULE TYPE LENGTH WIDTH THICKNESS REINF TRANS REINF LONG REINF LOCATION NOTES F1 6'-6" 6'-6" 1'-3" (7) #5 (7) #5 BOT -- F2 5'-0" 5'-0" 1'-0" (5) #5 (5) #5 BOT -- F3 10'-0" 5'-0" 1'-0" (10) #5 (5) #5 BOT -- FOOTING TYPE F1 (INTERIOR)(UNO) WF1 (EXTERIOR)(UNO) REF SCHEDULE TOP OF FOOTING ELEV = 99'-0"(INTERIOR) = 98'-0"(EXTERIOR) TYP UNO COLUMN SIZE HSS8x8x5/16 TYP UNO FOOTING KEY NOTES: 1. ALL INDICATED ELEVATIONS ARE RELATIVE TO THE FINISHED FLOOR ELEVATION AND CIVIL ELEVATION. VERIFY CIVIL FINISHED FLOOR ELEVATION WITH THE LATEST CIVIL DRAWINGS PRIOR TO CONSTRUCTION. 2. TOP OF PIER/FOOTING ELEVATIONS SHALL BE COORDINATED WITH THE LATEST CIVIL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY LOCATIONS WHERE MINIMUM 1'-0" COVER IS NOT PROVIDED OVER PIER/FOOTINGS. 3. COORDINATE BUILDING DIMENSIONS & WALL OPENINGS WITH ARCHITECTURAL DRAWINGS. 4. UNLESS NOTED OTHERWISE, PANELS SHALL BE 7 1/4" THICK. 5. CONCRETE SUBCONTRACTOR TO PROVIDE CONTROL JOINT PLAN FOR WITHIN THE POUR STRIP ZONES FOR APPROVAL. 6. FOR PANELS LABELED WITH "KP" & "KOP" - REF ARCH FOR EXACT SIZE & LOCATION OF KNOCKOUT PANELS, REF 5/S5.00. WF1 CONT 3'-0" 1'-0" #5 @ 12" OC (4) #5 BOT -- 1/16" = 1'-0"1 FOUNDATION PLAN 1/8" = 1'-0"2 ENLARGED FOUNDATION PLAN 30K7 28K6 28K6 24K5 28K6 24K5 28K6 24K5 ADDLOAD 1.0K 1 1 2 2 3 3 4 4 5 5 A A B B C C D D E E 56G9N8.2K 56G10N8.1K 56G10N8.1K 56G9N8.2K 48G9N7.7K 48G10N7.6K 48G10N7.6K 48G9N7.7K 60G9N8.2K 60G10N8.0K 60G10N8.0K 60G9N8.2K 18 5 ' - 0 " 18 5 ' - 0 " 230'-0" 230'-0" 30'-0"60'-0"50'-0"60'-0"30'-0" 5' - 0 " 18 0 ' - 0 " 5' - 0 " 18 0 ' - 0 " 40 ' - 0 " 45 ' - 0 " 45 ' - 0 " 50 ' - 0 " 40 ' - 0 " 45 ' - 0 " 45 ' - 0 " 50 ' - 0 " 55'-0"60'-0"60'-0"55'-0" 55'-0"60'-0"60'-0"55'-0" GA TYPE METAL ROOF DECK (TYP) "B"1 1/2"-22 TAPERED INSULATION REF ARCH (TYP) ROOF HATCH, REF ARCH FOR EXACT LOCATION, REF 1/S6.02 FOR OPENING DETAIL TOS=131'-3 3/4" TOS=132'-3" TOS=133'-2 1/4" TOS=134'-1 3/8" TOS=134'-0 1/4" TOS=130'-3 1/4" TOS=131'-3 3/4" TOS=132'-3" TOS=133'-2 1/4" TOS=130'-3 1/4" TOS=131'-3 3/4" TOS=132'-3" TOS=133'-2 1/4" TOS=130'-3 1/4" TOS=131'-3 3/4" TOS=132'-3" TOS=133'-2 1/4" TOS=130'-3 1/4" TOS=134'-0 1/4" TOS=134'-1 3/8" TOS=131'-3 3/4" TOS=132'-3" TOS=133'-2 1/4" TOS=130'-3 1/4" TOS=134'-0 1/4" 7 1 / 4 " 24 ' - 4 3 / 4 " 25 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 7 1 / 4 " 24 ' - 4 3 / 4 " 25 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 26 ' - 0 " 7 1/4"6'-4 3/4"30'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"10'-4 3/4"7 1/4" 24'-0"12'-0"24'-0"25'-0"25'-0"24'-0"12'-0"24'-0" 9 EQ SPA = 55'-0"10 EQ SPA = 60'-0"10 EQ SPA = 60'-0"9 EQ SPA = 55'-0" OV E R A L L OVERALL OV E R A L L OVERALL BL D G B R E A K S GR I D S PA N E L S BLDG BREAKS GRIDS PANELS JOISTS SPACING BL D G B R E A K S GR I D S PA N E L S GRIDS PANELS 9 EQ SPA = 55'-0"10 EQ SPA = 60'-0"10 EQ SPA = 60'-0"9 EQ SPA = 55'-0"JOISTS SPACING 28 ' -0" C L R H E I G H T BO T O F S T R U C T U R E 6" 28 ' -0" C L R H E I G H T BO T O F S T R U C T U R E 6" P-32 OP-1 P-2 OP-3 P-6 KP-7 OP -21 OP-14P-13 OP-12 P-9 KP -33 KO P -34 KP -35 KP -36 KO P -37 OP -38 KP -20 KO P -19 KP -18 KP -17 KO P -16 OP -15 KOP-23KOP-24OP-25OP-26OP-27OP-28KOP-29KOP-30 P-4 OP-5 P-11OP-10 KP-8 P-31 TP= 141'-0" TP= 141'-0" TP= 141'-0" TP= 139'-0" TP= 139'-0" TP= 141'-0" TP= 139'-0" TP= 138'-0" TP= 138'-0" TP= 136'-0" TP= 136'-0"TP= 130'-4 3/4" TP= 136'-0" TP= 139'-0" TP= 141'-0" TP= 141'-0"TP= 141'-0" TP= 141'-0" TP= 139'-0" TP= 139'-0" TP= 138'-0" TP= 138'-0" TP= 136'-0" TP= 136'-0"TP= 130'-4 3/4" TP= 136'-0" 1'-0"2'-0" 3 S4.01 4 S4.01 4 S4.01 3 S4.01 3 S4.00 P-22 3A S4.00 3A S4.00 1 S4.00 2 S4.00 2 S4.00 1 S4.00 3 S4.00 3 S4.00/S2.002 BELOW /S2.002 BELOW OPP 1 A HSS12X4X1/4 (LSV) BOS= 109'-0" 30'-0"7 1/4" 2'-0"13'-0"15'-0" 5' - 0 " 7 1 / 4 " 5 5 1 / 4 " 2" PRE-FAB MTL CANOPY BELOW BY MFR REF ARCH 2 S4.01 /S4.011 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 7 P M S2.00 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t NOTES: 1. ALL INDICATED ELEVATIONS ARE RELATIVE TO THE FINISHED FLOOR ELEVATION AND CIVIL ELEVATION. VERIFY CIVIL FINISHED FLOOR ELEVATION WITH THE LATEST CIVIL DRAWINGS PRIOR TO CONSTRUCTION. 2. JOIST MFR NOTE: BRIDGING NOT SHOWN ON PLAN. MFR SHALL PROVIDE STANDARD BRIDGING COMPLYING WITH THE APPLICABLE SJI SPECS OF LATEST ADOPTION, TYPICAL FOR GRAVITY & UPLIFT LOADS SUPERIMPOSED ON ALL JOISTS. DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZ BRIDGING IS DISCONTINUOUS. 3. DETAILING OF ALL MEMBER CONNECTIONS TO THE SUPPORTS SHALL BE PERFORMED TO SATISFY LATEST OSHA ERECTION REQUIREMENTS. 4. MECH LOADS SHALL BE LIMITED TO THE SPECIFIED "ADDLOAD" PER JOIST. JOISTS SHALL BE DESIGNED FOR THE ADDLOAD AT ANY PANEL POINT ALONG THE JOIST IN ADDITION TO THE SPECIFIED DESIGN LOADS AND CONCENTRATED ADDLOADS ON THE PLANS, DETAILS AND SECTIONS. REINFORCE JOISTS FOR POINT LOADS NOT LOCATED AT A PANEL POINT ACCORDING TO "TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL." MECHANICAL UNITS SHALL BE LOCATED WITHIN THE MECHANICAL ZONE, WHERE INDICATED, UNLESS APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER. 5. TOP OF PANEL ELEVATIONS SHALL BE COORDINATED WITH ARCH DRAWINGS PRIOR TO CONSTRUCTION. 6. REF 1/S0.03 FOR ROOF DECK DIAPHRAGM DIAGRAM. 7. JOIST MFR NOTE: JOIST AND JOIST GIRDERS HAVE BEEN DESIGNED FOR A UNIFORMLY DISTRIBUTED SPRINKLER LOAD AS LISTED IN THE GENERAL NOTES. REF SPRINKLER PIPE SUPPORT DETAILS FOR SUPPORT OF MAIN LINES UP TO 8" DIAMETER. REF FIRE SPRINKLER MFR FOR FINAL SIZE AND LOCATION OF SPRINKLER LINES AND MAINS. 1/16" = 1'-0"1 ROOF FRAMING PLAN 1/8" = 1'-0"2 ENLARGED TRANSOM TUBE PLAN TO FOOTING REF PLAN FIN FLR REF PLAN FIN FLR REF PLAN TO FOOTING REF PLAN TO FOOTING REF PLAN TO FOOTING REF PLAN FIN FLR REF PLAN TO FOOTING REF PLAN TO FOOTING REF PLAN FIN FLR REF PLAN EQ EQ REF FOOTING SCHED EQ EQ PLAN REF 3" C L R 3" CLR SCHED REF FOOTING 1'-0" MIN VARIES REF DETAIL - A 3" MIN CONC COVER (TYP) #4 CONT EMBED PL, REF "PANEL TO FDN DETAILS" CL OF PANEL & FOOTING ISOLATION JOINT REF ARCH CONC PAVING OR FLATWORK REF CIVIL/ARCH CONC WALL PANEL REF SHEET S5.00 FOR REINF (TYP) #4x3'-6" DOWELS @ 18" OC (REF NOTE 1) REF FNDN PLAN FOR CONC SLAB REINF LOCATE @ MID DEPTH OF SLAB REF PLAN POUR STRIP PLAN REF STL CHANNEL, REF "PANEL TO FDN DETAILS" NOTES: 1. WHERE INDICATED, THE DOWEL MAY BE EXTENDED IN THE SLAB WITH A 180° HOOK TO AVOID THE NEED FOR REBAR CAPS PRIOR TO ERECTION OF THE PANEL. THE HOOKS SHALL BE FLAT IN THE PLANE OF THE SLAB REINFORCING. 2. CONTRACTOR SHALL COORDINATE AND VERIFY EXTERIOR FINISH GRADES FROM CIVIL GRADING PLAN WITH THE FOUNDATION PLANS TO ENSURE A MINIMUM 1'-0" COVER IS PROVIDED OVER TOP OF PIERS/FOOTINGS. NOTIFY ENGINEER OF ANY CONFLICTS OR DEVIATIONS. REF FOOTING SCHED FOR REINF REF GEN NOTES FOR SUBGRADE PREP REQUIREMENTS DETAIL -A STEEL OR PLASTIC SHIMS MIN 1/4" PL 1/2"x6" LONG x HEIGHT AS REQD @ EA PANEL 1/4 6 1/4 6 FULLY GROUT BTWN PANEL & PIER w/ NON-SHRINK GROUT IMMEDIATELY AFTER PANEL ERECTION 1" ( T Y P ) - FI E L D C O N D I T I O N S MA Y V A R Y F R O M 0 " T O 3 " M A X , NO T I F Y E N G I N E E R I F S H I M S GR E A T E R T H A N 3 " A R E RE Q U I R E D CONST JOINT REF 2'-0" 1' - 6 " /1 S6.01 #4 CONT (TYP) #4 DOWELSx3'-6" @ 18" OC (SEE ALSO DETAIL 1 FOR ALT HOOK WITHIN SLAB) CONC WALL PANEL REF SHEET S5.00 FOR REINF (TYP) REF CONC WALL PANEL (BEYOND) CONC PAVING OR FLATWORK REF CIVIL/ARCH #4x2'-0" DOWELS @ 18" OC @ MID- DEPTH OF SLAB (3 MIN PER OPENING) 2-#4 CONT (TYP) PLAN REF VARIES PLAN REF 8" REF FOOTING SCHED 3" CLR 3" CLR SCHED REF FOOTING /1 S3.00 2'-0" 1' - 6 " 1" GAP APPROX CONC WALL PANEL PANEL JOINT CONC WALL PANEL DURING ERECTION, PANEL SHALL BE SHIMMED AS INDICATED ABOVE STL CHANNEL AT PANEL ENDS REF STL OR PLASTIC SHIMS AS REQD CONN PL REF CONT FOOTING REF NOTE SHIMS AT 4'-0" OC MAX FULLY GROUT BETWEEN PANEL & FOOTING IMMEDIATELY AFTER PANEL ERECTION, REF PANEL GROUT MIX IN GENERAL NOTES NOTE: SHIM SPACING SHALL BE REDUCED TO 3'-0" MAX FOR OVERALL PANEL HEIGHTS GREATER THAN 40'-0". /1 S3.00 /1 S3.00 4 -#4 DOWELS 1 2 M A X 2'-0" 4-#5 TRANSVERSE TOP CL PANEL JOINT & FTG STEP REF PLAN CONC PANEL 4-#4x6'-0" BENT DOWELS 3 -ADD'L #5 TRANSVERSE AT FACE REF (TYP) 2'-0"4-#5 TRANSVERSE TOP REF FOOTING SCHEDULE FOR REINF REF FOOTING SCHEDULE FOR REINF REF FOOTING SCHEDULE FOR REINF REF FOOTING SCHEDULE FOR REINF SCHED REF FTG SCHED REF FTG 1" GAP APPROX 1" GAP APPROX 2'-0" /1 S3.00 CONC PAVING OR FLATWORK REF CIVIL/ARCH CL OF FOOTING, PANEL & EMBED PLATE CONC WALL PANEL REF SHEET S5.00 FOR REINF (TYP) PLAN REF REF PLAN POUR STRIP REF GEN NOTES FOR SUBGRADE PREP REQUIREMENTS EQ EQ CONC WALL PANEL BEYOND PLAN REF STL CHANNEL, REF "PANEL TO FDN DETAILS" REF FOOTING SCHED 3" CLR 3" CLR 1'-0" MIN VARIES SCHED REF FOOTING EMBED PL, REF "PANEL TO FDN DETAILS" NOTE: FOR INFORMATION SHOWN BUT NOT NOTED, REF /1 S3.00 REF PANEL CORNER CONN DETAIL EQ EQ REF FOOTING SCHED SCHED REF FTG STL COLUMN REF PLAN CL COLUMN & FOOTING REF REF FOOTING SCHEDULE FOR REINF COAT OUTSIDE OF COLUMN SLEEVE, BASEPLATE, AND ANCHOR BOLTS WITH ASPHALTIC MASTIC COATING 3/16 COLUMN TO COLUMN SLEEVE FLEXIBLE URETHANE SEALANT STL COLUMN SLAB CHAMFER FROM COLUMN SLEEVE COVER LID COLUMN SLEEVE 1/2" (MIN) FLEXIBLE FOAM ISOLATION MATERIAL FULL DEPTH OF SLAB, WRAP TIGHT TO COLUMN SLEEVE /1 S3.00 BASE PL, ANCHOR BOLTS, AND NON-SHRINK GROUT, REF 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 7 P M S3.00 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"1 EXTERIOR FOOTING SECTION 3/4" = 1'-0"3 PANEL OPENING SECTION 3/4" = 1'-0"4 CONTINUOUS FOOTING ELEVATION 3/4" = 1'-0"5 CONTINUOUS FOOTING STEP DETAIL 3/4" = 1'-0"1A EXTERIOR FOOTING SECTION 3/4" = 1'-0"2 COLUMN SLEEVE ALTERNATE FOOTING SECTION FIN FLR REF PLAN SLOPE TO FOOTING REF PLAN FIN FLR REF PLAN TO FOOTING REF PLAN FIN FLR REF PLAN SLOPE TO FOOTING REF PLAN 2-#4 CONT #4 DOWELS @ 12" OC 2'-0" 1' -4" L3x3x3/16 w/ 1/2"Ø x6" STUDS @ 12" OC #4 DOWELS @ 12" OC WALL BEYOND #4 @ 12" OCEW 1' -4" 2'-0" NOTE: VERIFY ALL DIMENSIONS w/ DOCK LEVELER MFR. #4 @ 12" OCEW 1' - 7 1 / 2 " 8" 1'-0" 8" 1/ 2 " AR C H & M F R ) 1' - 7 1 / 2 " (V E R I F Y w / SLOPED PAVING REF ARCH #4 DOWELS @ 12" OC (TYP) L3x3x3/16 w/ 1/2"Ø x6" STUDS @ 12" OC 2'-0" 2' -0" DOCK BUMPER REF ARCH CONC WALL PANEL (BEYOND) PLAN REF REF ARCH & MFR 8" #4 CONT PERIMETER #4 AT 12" (2 MIN) REF FOOTING SCHED 3" CLR 3" C L R SC H E D RE F F O O T I N G 6" 2'-0" 2' -0" #4 CONT (TYP) #4 DOWELSx4'-0" @ 18" OC (SEE ALSO DETAIL 1/S3.00 FOR ALT HOOK WITHIN SLAB) CONC WALL PANEL REF SHEET S5.00 FOR REINF (TYP) REF 1/S3.00 CONC WALL PANEL (BEYOND) CONC PAVING OR FLATWORK REF CIVIL/ARCH 2-#4 CONT (TYP) PLAN REF VARIES PLAN REF 8" MTL STAIRS REF ARCH (TYP) REF FOOTING SCHED 3" CLR 3" CLR SCHED REF FOOTING 2'-0" 2' -0" #4 CONT (TYP) #4 DOWELSx4'-0" @ 18" OC (SEE ALSO DETAIL 1/S3.00 FOR ALT HOOK WITHIN SLAB) CONC WALL PANEL REF SHEET S5.00 FOR REINF (TYP) REF 1/S3.00 CONC WALL PANEL (BEYOND) 2-#4 CONT (TYP) PLAN REF VARIES PLAN REF 1'-0" CONC PAVING OR FLATWORK REF CIVIL/ARCH DOCK BUMPER REF ARCH GALV L4x4x1/4xDOOR WIDTH w/ 1/2"Øx6" STUDS @ 12" OC 1/2" 8" REF FOOTING SCHED 3" CLR 3" CLR SCHED REF FOOTING 8" 3/4" PANEL JT 2" TYP CONC FOOTING REF PLAN CONC SCREENWALL PANEL 12" SQ CONC COLUMN 2" HORIZ SLOTTED HOLES TO PANEL SIDE, SNUG BOLTS TO ALLOW SLIP GALV L8x8x1/2x0'-8" w/ 4-3/4"Øx4" EMBED CONC SCREW ANCHORS AT EACH LEG (3 EQUALLY SPACED LOCATIONS) 1 S3.02 8" CONC FOOTING REF PLAN CONC SCREENWALL PANEL 12" SQ CONC COLUMN 2" HORIZ SLOTTED HOLES TO PANEL SIDE, SNUG BOLTS TO ALLOW SLIP GALV L8x8x1/2x0'-8" w/ 4-3/4"Øx4" EMBED SCREW ANCHORS AT EACH LEG (3 EQUALLY SPACED LOCATIONS) 2" TYP 1 S3.02 2" TYP MAIN BUILDING CONC PANEL 8" 1 1/2" 1 1/2" 8" 2" CONC SCREENWALL PANEL PLAN REF PLAN REF CONT WALL FOOTING REF PLAN GALV L8x8x1/2x0'-8" w/ 4-3/4"Øx4" EMBED CONC SCREW ANCHORS AT EACH LEG (3 LOCATIONS: 12" BELOW TOP OF PANEL, 12" ABOVE TOP OF PAVING, AND EQUALLY SPACED IN BETWEEN) NOTE: CONN TO BE ON DOCK SIDE OF WALL 2" HORZ SLOTTED HOLE ON SCREEN WALL PANEL 8" SPOT FOOTING REF PLAN 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 8 P M S3.01 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"3 OPTIONAL DOCK LEVELER AT PANEL 3/4" = 1'-0"1 PANEL OPENING SECTION @ STAIR 3/4" = 1'-0"2 PANEL OPENING SECTION @ DOCK 3/4" = 1'-0"4 SCREENWALL PANEL CONN AT PILASTER 3/4" = 1'-0"5 SCREENWALL END PANEL CONN AT PILASTER 3/4" = 1'-0"6 SCREENWALL PANEL CONN AT BUILDING TO FOOTING REF PLAN TO COLUMN 109'-6" TP 110'-0" FIN FLR REF PLAN TO FOOTING REF PLAN CONC PAVING OR FLATWORK REF CIVIL/ARCH 10" 2" 3/4" JT MAX 7 1/4" CL OF FOOTING GALV L8x8x1/2x0'-8" w/ 4-3/4"Øx4" EMBED CONC ANCHORS AT EACH LEG (3 EQUALLY SPACED LOCATIONS) CHAMFERED CORNERS 12" SQ CONC COLUMN 3-#6 EA FACE (8 BARS) 8-#6x6'-0" DOWELS COVER EXPOSED STL BELOW GRADE w/ CONC PER GENERAL NOTES #3 TIES AT 12" OC, DOUBLE TIES AT BOTTOM #6 VERT AT 10" OC LOCATE AT CENTER OF PANEL #5 AT 12" OC HORIZ SLOPE 1" TOP OF COLUMN PL 1/2"x10"x1'-3" w/ 6-5/8"Øx6" STUDS REF 7/S5.02 DETAIL-C REF FOOTING SCHED SC H E D RE F F O O T I N G 3" C L R 3" CLR VA R I E S 1' - 0 " M I N REF FOOTING SCHED FOR REINF C7x9.8x1'-0" w/ 3-1/2"Øx8" STUDS 8" 1 1 / 2 " 5" 1 1 / 2 " 8" 2" VA R I E S 1' - 0 " M I N DOWEL, REF 1/S3.00 8" 8" 2" HORZ SLOTTED HOLES IN SCREEN WALL PANEL #4 CONT (TYP) CONC WALL PANEL REF SHEET S5.00 FOR REINF TYP REF 1/S3.00 PLAN REF VARIES 5'-0" PLAN REF 8" CONC WALL PANEL (BEYOND) #4x3'-0" DOWELS @ 12" OC 1'-4" 4" 2-#6 TOP & BOT, DOWEL INTO PANEL w/ STD HOOKS #3 STIRRUPS, @ 10" OC 8"GRADE BEAM ALONG PERIMETER OF LANDING 4" CONC SLAB w/ #3 @18" OC EW REF FOOTING SCHED 3" CLR 3" CLR SCHED REF FOOTING 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 8 P M S3.02 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"1 SCREENWALL PILASTER SECTION 3/4" = 1'-0"2 TYPICAL LANDING @ ACCESS DOOR TP REF PLAN TOS REF PLAN TP REF PLAN TOS REF PLAN TP REF PLAN TP REF PLAN TOS REF PLAN DETAIL-A 16"x12"x5" BLOCKOUT FOR GIRDER SEAT CONC TILT-UP PANEL STL JOIST GIRDER REF PLAN (WEBS NOT SHOWN FOR CLARITY) 1/4 4 MIN PILASTER REINF REF PL 1/2"x10"x0'-10" w/ 4-1/2"Øx4" STUDS REF DETAIL-B STL JOIST GIRDER REF PLAN DO NOT WELD BOT CHORD TO CONN PL PL 3/4"x6"x0'-8" (TYP) MTL DECK REF PLAN L3x3x1/4 CONT DECK ANGLE TYP PANEL REINF (BEYOND) REF SHEET S5.00 DETAIL-A DETAIL-B TY P 1 1 / 2 " TYP 1 1/2" DETAIL-C L2x2x3/8x1'-0" REF DETAIL-D DETAIL-D 1/4 3 SIDES 1 1/2"EQEQ1 1/2"2" TYP FOR A706 REBAR L5x5x1/2x1'-2" w/ 3-#6 x 3'-0" DBA WELDED TO ANGLE, ALTERNATELY USE A706 REBAR (TYP) REF DETAIL-C /2 S5.02 3/4" CLR1 1/2" CLR DETAIL-A PLAN REF 7 1 / 2 " 2 1 / 2 " DETAIL-A 1/4 3/16 2 SIDES 8" 1' - 2 " 3/16 CONT DECK ANGLE REF 6/S4.00 @ SPLICE EMBED PL L3x3x1/4 CONT DECK ANGLE PL 1/2"x10"x1'-2" w/ 4-1/2"Øx4" STUDS REF DETAIL-A (3) ADDL CONT BARS @ JOIST EMBED, MATCH SIZE OF TYP PANEL HORIZ REINF PL 3/8"x6"x0'-6" w/ 2-1/2"Øx4" STUDS (@ COLUMN GRIDS ONLY) REF DETAIL-B CONC PANEL REF SHEET S5.00 FOR TYP REINF STL JOIST REF PLAN MTL DECK REF PLAN L4x4x1/2x0'-8" w/ 1/4" STIFF PL (TYP) REF DETAIL-A BOT CHORD EXTENSION @ COLUMN GRIDS ONLY DO NOT WELD BOT CHORD TO CONN PLATE PL 3/8"x4"x0'-4" (@ COLUMN GRIDS ONLY) 1/8 2 1/2 FOR LH JOIST 1/4"x2 1/2" FILLET 3/16 DECK ANGLE TO JOIST TYP 1 1/2" TYP 1 1/2" EQ EQ 1 1/2" DETAIL-B 1 1/2" PLAN REF CONC PANEL REF SHEET S5.00 FOR TYP REINF REF 4/S4.00 FOR EMBED PL MTL DECK REF PLAN REF 1/S4.00 FOR CONT DECK ANGLE STD HORIZ BRIDGING STL JOIST REF PLAN AS PER JOIST MFR L3x3x1/4x0'-4" w/ 1-1/2"Øx4" EXP ANCHOR (TYP) PLAN REF 1/4" EQ EQ 0" 5/16 3 SIDES (TYP) (TYP)3/16 REF 1/S4.00 FOR CONT DECK ANGLE EMBED PL 3/8"x6"x0'-6" @ 4'-0" OC MAX w/ 2-1/2"Øx0'-4" STUDS REF DETAIL-A PL 1"x1 1/2"x1'-4" NOTE: 1.WHERE JOISTS ARE PERPENDICULAR TO WALL, DECK ANGLE IS WELDED TO JOIST EMBED PLATES IN LIEU OF EMBED PLATES SHOWN IN THIS DETAIL. 2.AT CORNERS, PROVIDE 3/16"x3" WELD BETWEEN PERPENDICULAR ANGLES. EQ EQ 1 1/2" DETAIL-A 1 1/2" 5"3 SIDES 1/4 EMBED PL REF 3/S4.00 L4x4x1/2"x1'-4" w/ 13/16"x1 7/8" SLOTTED HOLES WELD 1/4" STIFF PL IN FIELD @ JOIST LOC CL PANEL JT STL JOIST REF PLAN CONC PANEL REF SHEET S5.00 FOR TYP REINF 1-3/4"Øx4 3/4" EMBED HILTI KWIK BOLT TZ EXP ANCHOR PL 3/8"x6"x0'-6" w/ 2-1/2"Øx4" STUDS (@ COLUMN GRIDS ONLY) L4x4x1/4"x0'-4" (@ COLUMN GRIDS ONLY) 1/8 2 1/2 1 1/2" PLAN REF TO FACE OF EMBED 1/2" CLR END OF JOIST PERIMETER REINF REF 1/S5.00 STL JOIST REF PLAN MTL DECK REF PLAN ROOFING & INSULATION REF ARCH NOTE: REF 3/S4.00 FOR INFO SHOWN BUT NOT NOTED ROOF NAILER REF ARCH (3) ADDL CONT BARS @ JOIST EMBED, MATCH SIZE OF TYP PANEL HORIZ REINF CONC PANEL REF SHEET S5.00 FOR TYP REINF TYP 1 1/2" 4" 1 1/2" RECESSED DOWNSPOUT WHERE OCCURS REF /6 S5.02 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 8 P M S4.00 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"1 JOIST GIRDER BEARING SECTION 3/4" = 1'-0"3 JOIST BEARING SECTION 3/4" = 1'-0"2 BRIDGING CONN SECTION 1 1/2" = 1'-0"4 CONTINUOUS DECK ANGLE DETAIL 1 1/2" = 1'-0"5 JOIST BEARING AT PANEL JOINT DETAIL 3/4" = 1'-0"3A JOIST BEARING SECTION WITHOUT PARAPET BOS REF PLAN BOS REF PLAN TO OPENING REF ARCH TOS REF PLAN TOS REF PLAN PLAN 3 1/4" ELEVATION HSS BEAM CONC PANEL REF SHEET S5.00 FOR TYP REINF BENT PL 1/2"x1'-7 1/4"x1'-9" (LSV) w/ 5-#6x3'-0" DBA WELDED TO PL & 8-3/4"Øx5" STUDS, ALTERNATELY USE A706 REBAR (TYP) REF DETAIL - "A" 1/4 3 SIDESTYP FOR A706 REBAR DETAIL -"A" NOTES: 1. WHERE DBA IS TERMINATED BY OPENING OR PANEL JOINT PROVIDE STANDARD ACI HOOK. 2. ALL WELDING TO BE PERFORMED SEQUENTIALLY TO PREVENT OVERHEATING OF EMBED PL. REF NOTE 1 DBA STUDS 1'-7 1/4" 7 1/4"1'-0" 6"1 1/2"EQ EQ 1' - 9 " 3 3 / 4 " EQ EQ EQ 3 3 / 4 " 1' - 0 " 1 1 / 2 " EQ EQ EQ EQ 1 1 / 2 " FOLD LINE 1/4 TRANSOM TUBE REF PLAN CONC PANEL REF SHEET 1/S5.00A FOR TYP REINF STOREFRONT REF ARCH STOREFRONT REF ARCH PRE FABRICATED ALUMINUM CANOPY WHERE OCCURS BY MFR REF ARCH PLAN REF 5 1/4"2" CL OF HSS ACM WRAP & SHEATHING REF ARCH REF 1/S4.01 FOR TUBE CONN TO PANEL BEYOND 2' - 0 " CANOPY MFR TO PROVIDE MECHANICAL ANCHORAGE TO TILT PANEL TO BE REVIEWED BY EOR 1/2"1/2" STL JOIST REF PLAN MTL DECK REF PLAN JOIST BOT CHORD STABILIZER PL 1/2"x6"x0'-6" W/ 13/16"Ø HOLE FOR GUYING GIRDER BOT CHORD STABILIZER PL 3/4"x6x0'-6" (TYP) STL COLUMN REF PLAN STL JOIST GIRDER REF PLAN 3/4" CAP PL 7 1 / 2 " 2 1 / 2 " NOTE: DO NOT WELD JOIST AND JOIST GIRDER BOT CHORD TO PLATES TYP 1 1/2" 1 1/2" (2) 3/4"Ø ERECTION BOLTS ON 5" GAUGE AT EA JOIST GIRDER 13/16"Ø HOLE FOR GUYING 3" 1/4 4 TYP 3" STL JOIST REF PLAN MTL DECK REF PLAN STL JOIST GIRDER REF PLAN CL GIRDER 1/4"1/4" 1/8 2 1/2 BOT CHORD BRACE REF JOIST GIRDER MFR FOR SIZE, LOCATION, & CONN ERECTION BOLTS AS REQD BY JOIST MANUFACTURER 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 9 P M S4.01 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"1 TRANSOM TUBE PANEL CONNECTION DETAIL 3/4" = 1'-0"2 TRANSOM TUBE PANEL CONNECTION DETAIL 3/4" = 1'-0"3 JOIST GIRDER / COLUMN CONN SECTION 3/4" = 1'-0"4 JOIST / JOIST GIRDER CONN SECTION FI N F L R E L E V RE F P L A N FI N F L R E L E V RE F P L A N FI N F L R E L E V RE F P L A N FI N F L R E L E V RE F P L A N FI N F L R E L E V RE F P L A N FI N F L R E L E V RE F P L A N (TYP) 3/4" JT RE F P L A N (TYP) 3/4" JTREF PLAN RE F P L A N RE F P L A N REF 1/S3.00 FOR SLAB DOWELS (TYP) 2-#5 DOWELS @ EA CORNER (TYP) 2-#5 AT PERIMETER REF TYP PANEL PERIMETER REINF DETAIL ADDL REINF AT JOIST EMBED, REF JOIST BEARING SECTION TYP PANEL REINF: #5 @ 12" OC VERT PLACED AT MID-THICKNESS OF PANEL AND #4 @ 12" OC HORIZ MITER END OF PANEL WHERE INDICATED ON PLAN (TYP) 2'-0" 2' -0" 8" M I N PIPE SLEEVE WHERE REQD, REINF w/ 2-#5 EA SIDE (TYP) 3/4" JT (TYP) 3/4" JT REF PLAN RE F P L A N RE F P L A N RE F P L A N RE F A R C H 8" MIN 2'-0" (7'-0" MAX) REF PLAN REF PLANMITER END OF PANEL WHERE INDICATED ON PLAN (TYP) MIN 3'-0" REF 3/S3.00 FOR SLAB DOWELS @ DOOR OPNG (TYP) 1-#5x 4'-0" (TYP) 2-#5 ADDL EA SIDE OF OPNG, REF TYP PANEL PERIMETER REINF DETAIL TYP PANEL REINF REF 1/S5.00 FOR ITEMS SHOWN BUT NOT NOTED ADDL REINF AT JOIST EMBED, REF JOIST BEARING SECTION RE F P L A N RE F P L A N RE F P L A N TI E S @ 3 ' - 0 " O C TI E S @ 6 " O C REF PLAN (TYP) 3/4" JT (TYP) 3/4" JT (2'-0" MIN) "A" (7'-0" MIN) REF PLAN (2'-0" MIN) "A" REF 3/S3.00 FOR SLAB DOWELS @ DOOR OPNG (TYP) REF 2/S5.00 FOR ITEMS SHOWN BUT NOT NOTED TYP TIED PANEL LEG REINFORCING 5-#5 EA FACE w/ #3 TIES SPACED AS NOTED (IF "A" > 6'-0", TIED PANEL LEG REINF NOT REQD) TYP TIED PANEL LEG REINFORCING 5-#5 EA FACE w/ #3 TIES SPACED AS NOTED 2-ADDL #5 TYP PANEL REINF REF 2/S5.00 MITER END OF PANEL WHERE INDICATED ON PLAN (TYP) 8" RE F A R C H 2' - 0 " M I N ADDL REINF AT JOIST EMBED, REF JOIST BEARING SECTION RE F P L A N RE F P L A N RE F P L A N 2' - 0 " M I N RE F A R C H 8" REF PLAN (TYP) 3/4" JT (TYP) 3/4" JT 2'-0" MIN "A" (7'-0" MIN) REF PLAN (2'-0" MIN) "A" REF 3/S5.00 FOR ITEMS SHOWN BUT NOT NOTED 2-ADDL #5 MITER END OF PANEL WHERE INDICATED ON PLAN (TYP) PROVIDE REINF AT GIRDERS OR BEAMS PER TYP GIRDER/BEAM PILASTER DETAIL TI E S @ 3 ' - 0 " O C TI E S @ 6 " O C REF PLAN MITER END OF PANEL WHERE INDICATED ON PLAN (TYP) (TYP) 3/4" JT (TYP) 3/4" JT MIN 2'-0"REF PLAN MIN 2'-0"REF PLAN MIN 2'-0" RE F P L A N RE F P L A N RE F P L A N 2' - 0 " M I N RE F A R C H 8" TYP PANEL REINF PROVIDE TYP TIED PANEL LEG REINFORCING BTWN OPNGS 6-#5 EA FACE w/ #3 TIES SPACED AS NOTED REF 3/S5.00 FOR ITEMS SHOWN BUT NOT NOTED TYP TIED PANEL LEG REINFORCING 3-#7 EA FACE w/ #3 TIES SPACED AS NOTED TI E S @ 6 " O C TI E S @ 3 ' - 0 " O C ADDL REINF AT JOIST EMBED, REF JOIST BEARING SECTION REF PLAN MITER END OF PANEL WHERE INDICATED ON PLAN (TYP) (TYP) 3/4" JT (TYP) 3/4" JT 2'-0" MIN "A" RE F P L A N RE F P L A N RE F P L A N 2' - 0 " M I N RE F A R C H 8" TYP PANEL REINF REF 3/S5.00 FOR ITEMS SHOWN BUT NOT NOTED 2-ADDL #5 FUTURE KNOCKOUT PANEL REF ARCH FOR EXACT SIZE & LOCATIONS 2'-0" MIN "A" TYP TIED PANEL LEG REINFORCING 5-#5 EA FACE w/ #3 TIES SPACED AS NOTED TI E S @ 3 ' - 0 " O C TI E S @ 6 " O C ADDL REINF AT JOIST EMBED, REF JOIST BEARING SECTION 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 9 P M S5.00 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t NTS1TYPE "P" PANEL REINFORCEMENT NTS2 TYPE "OP" PANEL REINFORCEMENT WITH OPENING 7'-0" OR LESS NTS3 TYPE "OP" PANEL REINFORCEMENT WITH OPENING GREATER THAN 7'-0" NTS4 TYPE "OP" PANEL REINFORCEMENT SUPPORTING JOIST GIRDER OR BEAM NTS7TYPICAL PANEL WITH 2 OPENINGS PANEL ELEVATION NOTES: 1. PANEL DIMENSIONS ON PLAN ARE NOMINAL WITHOUT REDUCING FOR THE PANEL JOINT. 2. THE 2'-0" MIN PANEL LEG IS A NOMINAL DIMENSION AND MAY BE REDUCED FOR THE PANEL JOINT. NTS5 TYPE "KP" KNOCKOUT PANEL REINFORCEMENT FI N F L R E L E V RE F P L A N REF PLAN MITER END OF PANEL WHERE INDICATED ON PLAN (TYP) (TYP) 3/4" JT (TYP) 3/4" JT 2'-0" MIN "A" RE F P L A N RE F P L A N RE F P L A N 2' - 0 " M I N RE F A R C H 1' - 0 " M I N RE F A R C H 8" REF 3/S5.00 FOR ITEMS SHOWN BUT NOT NOTED 2-ADDL #5 2'-0" MIN "A" TYP PANEL REINF 2' - 0 " REF PLAN FACE CLR 1 1/2" EXT FACE CLR 3/4" INT 5-#5 HORZ EA FACE w/ #3 TIES @ 6" OC SECTION SECTION 1-#5x4'-0", TYP TI E S @ 3 ' - 0 " O C TI E S @ 6 " O C ADDL REINF AT JOIST EMBED, REF JOIST BEARING SECTION 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 0 9 P M S5.01 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t PANEL ELEVATION NOTES: 1. PANEL DIMENSIONS ON PLAN ARE NOMINAL WITHOUT REDUCING FOR THE PANEL JOINT. 2. THE 2'-0" MIN PANEL LEG IS A NOMINAL DIMENSION AND MAY BE REDUCED FOR THE PANEL JOINT. NTS1PANEL WITH CONCRETE TRANSOM BEAM MAX HEIGHT OF DOWNSPOUT RECESS (2) 3/4"Øx4" EMBED CONC SCREW ANCHORS EA LEG, IN HORIZONTAL SHORT SLOTTED HOLES, 6" SPACING (TYP) BENT PL 1/2"x9"x1'-1" (TYP) PL 3/8"x9"x1'-1" (TYP) (TYP) 3/4" CHAMFER (T Y P ) PA N E L J T L6x6x5/16x0'-9" (TYP) (2) 3/4"Øx4" EMBED CONC SCREW ANCHORS EACH SIDE OF PANEL JOINT. PROVIDE HORIZONTAL SHORT SLOTTED HOLES ON ONE SIDE OF PANEL JOINT. 6" SPACING (TYP) (TYP) 4 1/2" (TYP) 4 1/2" EQEQ 4 1/2" 4 1/2"4 1 /2 " NOTES: 1.ALL CONNECTIONS (PLATES & ANGLES) SHALL BE ON THE INSIDE FACE OF PANEL (3 LOCATIONS MIN PER JOINT). 2.INSTALL CONNECTIONS AFTER THE ROOF INSULATION IS INSTALLED. 1 1/4" MIN 4 SPA @ 6" OC REF PLAN FACE 3/4" INT FACE 1 1/2" EXT CONC PANEL REF PLAN 1-CLOSED TIE w/ CROSS TIES 5-#5 VERT EA FACE w/ #3 TIES @ 6" OC CONC PANEL REF PLAN 5-#5 VERT EA FACE w/ #3 TIES @ 6" OC (EA SIDE OF JT) BEAM/GIRDER WITHIN 8" OF PANEL JOINT 4 SPA @ 5" OC FACE 1 1/2" EXT FACE 3/4" INT REF PLAN CL OF GIRDER/BEAM IN PANEL FIELD CL OF GIRDER/BEAM ALTERATE DIRECTION OF 135 DEGREE HOOK OF ALL CROSS TIES TO INTERIOR AND EXTERIOR FACE OF PANEL ALONG FULL HEIGHT OF CAGE 1-CLOSED TIE w/ CROSS TIES ALTERATE DIRECTION OF 135 DEGREE HOOK OF ALL CROSS TIES TO INTERIOR AND EXTERIOR FACE OF PANEL ALONG FULL HEIGHT OF CAGE 1 1/2" CLR REF ARCH 8" MAX PANEL JT REF ARCH 8" MAX CONC PANEL REF PLAN ARCH REF REF 4" MIN ADDL 2-#5 VERT #3x4'-0" DOWELS w/ 180° HOOK @ 12" OC AR C H EQ EQ INSIDE FACE PANEL BEYOND RECESS CONC PANEL REF PLAN 2'-0" TO 4'-0" LEG REF PLAN FACE 1 1/2" EXT FACE 3/4" INT 1-CLOSED TIE w/ CROSS TIES CLR 1 1/2" CLR 1 1/2" EQ SPA DASHED CROSS TIES MAY BE OMITTED IF SPACING BTWN ADJACENT VERT BARS IS LESS THAN OR EQUAL TO THE PANEL WALL THICKNESS NOTES: 1.REF PANEL ELEVATIONS FOR VERTICAL REINFORCING AND TIE SIZE AND SPACING. 2.CROSS TIES SHALL BE SAME SIZE AND SPACING AS CLOSED TIE. 3.VERTICAL BARS SHALL BE EQUALLY SPACED IN LEG. 4.ADDITIONAL PERIMETER REINFORCING IS NOT REQUIRED IN TIED PANEL LEG. CONC PANEL REF PLAN 4'-0" TO 6'-0" LEG REF PLAN FACE 1 1/2" EXT FACE 3/4" INT 1-CLOSED TIE w/ CROSS TIES CLR 1 1/2" EQ SPA DASHED CROSS TIES MAY BE OMITTED IF SPACING BTWN ADJACENT VERT BARS IS LESS THAN OR EQUAL TO THE PANEL WALL THICKNESS 2'-8" (TYP) 3/4" JT ALTERATE DIRECTION OF 135 DEGREE HOOK OF ALL CROSS TIES TO INTERIOR AND EXTERIOR FACE OF PANEL ALONG FULL HEIGHT OF CAGE ALTERATE DIRECTION OF 135 DEGREE HOOK OF ALL CROSS TIES TO INTERIOR AND EXTERIOR FACE OF PANEL ALONG FULL HEIGHT OF CAGE CONC PANEL REF PLAN REF PLAN TYP PANEL REINF REF PANEL ELEVATIONS ADDL PERIMETER REINF REF PANEL ELEVATIONS 5" CLR 1 1/2" MAX 3/4" DEEP REVEAL, REF ARCH FOR LOCATION SINGLE REINF PANEL CONC PANEL REF PLAN REF PLAN TYP PANEL REINF REF PANEL ELEVATIONSCLR 1 1/2" MAX 3/4" DEEP REVEAL, REF ARCH FOR LOCATION DOUBLE REINF PANEL EXT FACE 1 1/2" CLR INT FACE 3/4" CLR STL JOIST RECESSED DOWNSPOUT 6" MIN 3" EQ EQ 3" 3"TYP 3"EQ EQ EQ EQ EQ EQ EQ EQ TYP 2 1/2" DETAIL -"A"DETAIL -"C" DETAIL -"B"DETAIL -"D" 1'-0" REQD AS TYP 2 1/2" EQ EQ TYP 2 1/2" EQ EQ 3" JT PANEL 7 1/4" 1 1/2" EMBED PL 1/2"x18"x1'-3" w/ 8-5/8"øx6" STUDS REF 7/S5.02 DETAIL - "A" CL OF PANEL & EMBED PL CONC PANEL CONC PANEL PANEL EMBED, C7x9.8x1'-0" w/ 3-1/2"Øx 8" STUDS REF 7/S5.02 DETAIL - "B" 3 5/8"3 5/8" 7 1/4" EQ EQ CL OF PANEL JT & EMBED PL PANEL EMBED, C7x9.8x1'-0" w/ 3-1/2"Øx 8" STUDS REF 7/S5.02 DETAIL - "B" 1A S3.00 7 1/4" 3 5/8" 3 5/8" PANEL JT EQ EQ CL OF PANEL JT & EMBED PL CONC PANEL PANEL EMBED, C7x9.8x1'-0" w/ 3-1/2"Øx 8" STUDS REF 7/S5.02 DETAIL - "B" EMBED PL 1/2"x15"x1'-3" w/ 8-5/8"øx6" STUDS REF 7/S5.02 DETAIL - "A" CONC PANEL CL OF PANEL & EMBED PL PANEL EMBED, C7x9.8x1'-0" w/ 3-1/2"Øx 8" STUDS REF 7/S5.02 DETAIL - "B" 1 S3.00 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 1 0 P M S5.02 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"4 PANEL CORNER CONNECTIONS 1 1/2" = 1'-0"2 TYP GIRDER/BEAM PILASTER DETAIL 1 1/2" = 1'-0"5 TYPICAL RECESSED PANEL AT DOWNSPOUT - PLAN DETAIL 1" = 1'-0"1 TYP TIED PANEL LEG REINFORCING DETAIL 1" = 1'-0"3 PANEL PERIMETER REINFORCING DETAIL 3/4" = 1'-0"6 DOWNSPOUT RECESS AT JOIST BEARING DETAIL 3/4" = 1'-0"7 TYPICAL PANEL TO FDN CONNECTION EMBEDS 3/4" = 1'-0"8 PANEL TO FDN BUTT JOINT 7 1/4" PANEL TO 7 1/4" PANEL CONN 3/4" = 1'-0"9 PANEL TO FDN TYPICAL 7 1/4" PANEL TO 7 1/4" PANEL CONN FIN FLR REF PLAN FIN FLR REF PLAN FIN FLR REF PLAN FIN FLR REF PLAN GROUT THICKNESS WIDTH TO MATCH GROUT THICKNESS WIDTH TO MATCH 1 1 / 2 " , U N O GR O U T T H I C K N E S S COLUMN BASE PLATE NON-SHRINK GROUT SHALL BE PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED AND BEFORE DEAD LOADS ARE APPLIED. GROUT PLACEMENT NO SCALE 1/8 TACK WELD NUT OR DAMAGE THREADS PR O J E C T I O N AS R E Q D EM B E D M E N T RE F C O L U M N SC H E D U L E F O R PLATE WASHER (SEE NOTE #1) HEADED RODS MAY BE SUBSTITUTED UNO ANCHOR ROD DIAGRAM NO SCALE NOTES: 1.ANCHOR ROD HOLES IN BASE PLATES AND MINIMUM PLATE WASHER SIZE AND THICKNESS SHALL BE SIZED IN ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL, PART 14, TABLE "RECOMMENDED MAXIMUM SIZES FOR ANCHOR ROD HOLES IN BASE PLATES". 2.ANCHOR ROD NUTS SHALL BE ASTM A563. 3.ANCHOR ROD PLATE WASHERS SHALL BE ASTM A36 PLATE. 4.AT LATERAL FRAMES, WELD PLATE WASHERS TO BASE PLATE WITH MINIMUM 1/4" FILLET WELD, ALL AROUND. 5. PREFABRICATED COLUMN SLEEVE SUBSTITUTES MAY BE PROVIDED. SUBMIT TO ARCH & EOR FOR APPROVAL. 6. BASE PLATE AND COLUMN SLEEVE MUST BE PLUMBED AND COVER PLATE INSTALLED PRIOR TO PLACING SLAB-ON-GRADE. 7. COLUMN SLEEVE MUST BE FREE FROM STANDING WATER PRIOR TO ERECTING COLUMN. 8. BOTTOM OF COLUMN MUST FULLY BEAR AGAINST BASE PLATE. 9.COAT OUTSIDE OF COLUMN SLEEVE, BASEPLATE, AND ANCHOR BOLTS WITH ASPHALTIC MASTIC COATING. DIA SEE SCHED COLUMN BASE PL SCHEDULE COLUMN SIZE ANCHOR RODS (DIAMETERx EMBEDMENT) BASE PLATE (LxWxT) HSS8x8 4-3/4"Øx9" EMBED ASTM F1554 GRADE 3614"x14"x3/4" COMMENTS L W 1 1/2"1 1/2" 1 1 / 2 " 1 1 / 2 " CO L U M N DI M E N S I O N + 1 / 8 " EQ EQ COLUMN DIMENSION + 1/8" EQ EQ ANCHOR ROD HOLE DIAMETER (SEE NOTE 1) STL COLUMN REF PLAN TWO BENT PLATES FOR COLUMN SLEEVE MATCH COLUMN THICKNESS 1' - 0 " 1/ 4 " 1 1 / 2 " T 1/4 CO L U M N DI M E N S I O N + 1 1 / 4 " COLUMN DIMENSION + 1 1/4" EQ EQ EQ EQ 1/8 COLUMN SLEEVE BENT PL L + 2" W + 2 " 1 1/2"1 1/2" 1 1 / 2 " 1 1 / 2 " CO L U M N DI M E N S I O N + 1 / 8 " EQ EQ COLUMN DIMENSION + 1/8" EQ EQ ANCHOR ROD HOLE DIAMETER (SEE NOTE 1) STL COLUMN REF PLAN 1' - 0 " 1/ 4 " 1 1 / 2 " T 1/4 COLUMN SLEEVE BENT PL L W + 2 " 1 1 / 2 " 1 1 / 2 " CO L U M N DI M E N S I O N + 1 / 8 " EQ EQ COLUMN DIMENSION + 1/8" EQ EQ STL COLUMN REF PLAN 1' - 0 " 1/ 4 " 1 1 / 2 " T 1/4 COLUMN SLEEVE BENT PL 1 1/2" L W 1 1 / 2 " CO L U M N DI M E N S I O N + 1 / 8 " EQ EQ COLUMN DIMENSION + 1/8" EQ EQ ANCHOR ROD HOLE DIAMETER (SEE NOTE 1) STL COLUMN REF PLAN 1' - 0 " 1/ 4 " 1 1 / 2 " T 3/16 COLUMN SLEEVE BENT PL 1 1/2" 5"3" 5" 3" ANCHOR ROD HOLE DIAMETER (SEE NOTE 1) TYP COLUMN BASE PLATE w/ SLEEVE NO SCALE ALTERNATE INTERIOR COLUMN BASE PLATE w/ SLEEVE NO SCALE TYP EDGE OFFSET COLUMN BASE PLATE w/ SLEEVE TYP CORNER OFFSET COLUMN BASE PLATE w/ SLEEVE TEMPORARY COVER PLATE DETAIL NO SCALENO SCALE NO SCALE MIN 1 1/2" TWO BENT PLATES FOR COLUMN SLEEVE MATCH COLUMN THICKNESS TWO BENT PLATES FOR COLUMN SLEEVE MATCH COLUMN THICKNESS TWO BENT PLATES FOR COLUMN SLEEVE MATCH COLUMN THICKNESS MIN 1 1/2" 1/4" COVER PLATE PL 1/4"x2"x2" BELOW 1/4 TYP 2 CORNERS PROVIDE 1/2"Ø WEEP HOLE -1 SIDE ONLY PROVIDE 1/2"Ø WEEP HOLE -1 SIDE ONLY PROVIDE 1/2"Ø WEEP HOLE -1 SIDE ONLY PROVIDE 1/2"Ø WEEP HOLE -1 SIDE ONLY COLUMN BASE PLATE w/ SLEEVE PL 1/4"x2"x2" CENTER EACH SIDE DIMENSION COLUMN DIMENSION +1 1/4" COLUMN 1/16" DIMENSION COLUMN 1/16" 0" 1/4 TEMPORARY COVER PLATE SHALL BE USED DURING PLACEMENT OF SLAB, REF TEMPORARY COVER PLATE DETAIL TEMPORARY COVER PLATE SHALL BE USED DURING PLACEMENT OF SLAB, REF TEMPORARY COVER PLATE DETAIL TEMPORARY COVER PLATE SHALL BE USED DURING PLACEMENT OF SLAB, REF TEMPORARY COVER PLATE DETAIL TEMPORARY COVER PLATE SHALL BE USED DURING PLACEMENT OF SLAB, REF TEMPORARY COVER PLATE DETAIL 1/4 TYP 2 CORNERS 1/4 TYP 2 CORNERS 1/4 TYP 2 CORNERS 0" 0" 1/4 1/4 CONTROL JOINT (TYP) INTERIOR CONDITION CONTROL JOINT (TYP) STL COLUMN EDGE CONDITION EDGE OF CONC SLAB PLAN REF STL COLUMN CORNER CONDITION EDGE OF CONC SLAB PLAN REF PLAN REF EXTEND SAW CUT TO EDGE OF ISOLATION JOINT IMMEDIATELY AFTER PREVIOUS SAW CUTS ARE MADE USING A SMALL DIAMETER DIAMOND BLADE NOTE: LOCATE SEAM OF FLEXIBLE ISOLATION MATERIAL ALONG FLAT SIDE OF COLUMN, NOT AT CORNER OF COLUMN SLEEVE. #4x2'-6" @ COLUMN CORNER #4 CORNER BAR 3'-0" 3' - 0 " #4 CONT 1/2" (MIN) FLEXIBLE FOAM ISOLATION MATERIAL FULL DEPTH OF SLAB, WRAP TIGHT TO COLUMN SLEEVE COLUMN SLEEVE STL COLUMN 1/2" (MIN) FLEXIBLE FOAM ISOLATION MATERIAL FULL DEPTH OF SLAB, WRAP TIGHT TO COLUMN SLEEVE COLUMN SLEEVE 1/2" (MIN) FLEXIBLE FOAM ISOLATION MATERIAL FULL DEPTH OF SLAB, WRAP TIGHT TO COLUMN SLEEVE COLUMN SLEEVE 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 1 0 P M S6.00 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 1 1/2" = 1'-0"2 COLUMN BASE PLATE AND ANCHOR ROD DIAGRAMS NTS1TYPICAL COLUMN ISOLATION MATERIAL DETAIL 8' -0" REF ARCH FOR ELEV FIN FLR REF PLAN SECOND POUR FIRST POUR DOUBLE TIES @ TOP 1" CHAMFER LIGHT STANDARD REF ARCH & MEP CL POLE & PIER 2'-0" 6-#5 VERT #3 HOOP TIES @ 12" OC (TYP) 4-3/4"Øx1'-6" ANCHOR RODS OR AS RECOMMENDED BY MFR2' - 6 " NOTE: REF. MEP. DRAWINGS FOR EMBEDDED CONDUIT, WIRES, ETC. GROUNDING ROD AS REQD PER ELECTRICAL DRAWINGS NOTES: 1. ALL VALUES ARE INCHES. 2. CLASS B LAP SPLICES ARE SHOWN PER ACI 318. 3. MULTIPLY THE ABOVE LENGTHS BY THE FOLLOWING FACTORS: -1.5 FOR EPOXY COATED REINFORCING WITH COVER LESS THAN 3db, OR CLEAR SPACING LESS THAN 6db -1.2 FOR ALL OTHER EPOXY COATED BARS -1.5 IF CLEAR SPACING OF BARS OR WIRES BEING DEVELOPED OR SPLICED IS LESS THAN 2.5db OR CLEAR COVER IS LESS THAN db -1.3 FOR LIGHTWEIGHT CONCRETE 4. HORIZONTAL BARS IN WALLS SHALL BE PROVIDED WITH LAP SPLICES EQUAL TO HORIZONTAL TOP REINF ABOVE 12" OF FRESH CONCRETE. Ls Ldh STD HOOK LdLd = DEVELOPMENT LENGTH Ldh = STANDARD HOOK DEVELOPMENT LENGTH Ls = LAP SPLICE HSS6x6x1/4 POST (REF ARCH FOR LOCATION) CONC SLAB REF PLAN PL1/2"x6"x1'-4" (PL 1/2"x8"x2'-0" AT DOUBLE POST) w/ 2-1/2" Øx4 1/2" EMBED HILTI EXP ANCHORS 1/2" NON-SHRINK GROUT 1/4" CHECKERED PLATE L4x4x1/4 (3 LOCATIONS) C10x15.3 FRAME AT PERIMETER HSS3x3x1/4 (3 LOCATIONS) 3" 2" TYP L5x5x5/16 BTWN JOISTS. (WELD TO JOIST TOP CHORD) PROVIDE 2" LONG VERT SLOTTED HOLES IN HSS w/ 3/4"Ø THRU BOLT 1'-6" MIN DO NOT EXCAVATE PARALLEL TO FOOTING BELOW THIS LINE THIS REGION NO PIPE IN EXCAVATION TILT PANEL) 3" MIN (8" MIN AT CONC 1'-0" MIN 4" MIN CONC OR LEAN CONC FILL PLACE A MIN OF 3 DAYS PRIOR TO PLACING CONC FOOTING SPRINKLER (TYP) 1" CLR EXCEPT 2" CLR @ FIRE SPR FILL CLR SPACE w/ COMPRESSIBLE MATERIAL REF ARCH PIPE SLEEVE CONC FOOTING REF PLAN CONC FOOTING REF PLAN CONC WALL 1 1/2 1 A ELEVATION -ANOTES: 1.REINFORCE OPENINGS FOR SLEEVES OR GROUPS OF SLEEVES LARGER THAN 10" PER THE TYP WALL OPENING DETAIL. GROUPS OF SLEEVES INCLUDES ALL SLEEVES SPACED CLOSER THAN ONE PIPE DIAMETER CLEAR. 2.SEE MECHANICAL & CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS AT SLEEVES. 3. WHERE CLEAR DISTANCE BETWEEN TOP OF PIPE AND BOTTOM OF FOOTING IS 18" OR MORE, CONC FILL IS NOT REQUIRED. MATCH FOOTING WIDTH Ls LAP SPLICE Ls LAP SPLICE BEAM GRADE BEAM GRADE BEAM GRADE BEAM GRADE STD HOOK TOP AND BOT BARS STD HOOK TOP AND BOT BARS, TYP (1) CORNER BAR TOP & BOT AND AT SKIN REINF IF APPLICABLE. CORNER BAR SIZE SHALL MATCH LARGEST BEAM BAR SIZE. AT GRADE BEAM 5" RE F PL A N SAW CUT 1/5 OF SLAB THICKNESS (±1/4") WITH 0.10" BLADE REF PLAN FOR LOCATIONS CL CONST JOINT RE F PL A N 4" TYP CONSTRUCTION JOINT TYP CONTROL JOINT 5/8"Øx1'-0" SMOOTH DOWELS @ 24" OC ALTERNATE w/ #4x3'-2" @ 24" OC (ALTERNATIVELY - GC MAY USE #4 BARSx3'-2" @ 2'-0" OC w/ PNA (OR EQUAL) DIAMOND DOWELS IN-BETWEEN, PER OPTIONAL CONSTRUCTION JOINT PLAN DETAIL) AT POUR STRIPS, PROVIDE #4 BARSx3'-2" @ 18" OC ( LOCATE AT MID-DEPTH OF SLAB) REF DETAIL-A DETAIL-A EDGE THE 2ND SLAB PLACEMENT WITH A TIGHT RADIUS TOOL (APPROX 1/16" RADIUS). AFTER COMPLETION OF CURING, SAW CUT THE CONSTRUCTION JOINT 1" DEEP WITH A 0.10" BLADE REMOVING RADIUS OPTIONAL CONSTRUCTION JOINT PLAN DETAIL 2'-0" OC 2'-0" OC #3 BARSx3'-0" @ 2'-0" OC w/ DIAMOND DOWELS IN-BETWEEN 1/4"x4 1/2" PNA (OR EQUAL) DIAMOND DOWELS BETWEEN #3 BARS. WHERE SLAB THICKNESS IS GREATER THAN 6" AND LESS THAN 8" THICK, USE 3/8"x4 1/2" DIAMOND DOWELS TYP SLAB REINF TYP SLAB REINF 1 1/ 4 " 1 9/ 1 6 " 2 3 / 8 " C L R ( F O R < 8 " S L A B ) 2 3 / 4 " C L R ( F O R ≥ 8" S L A B ) 2 3 / 8 " C L R ( F O R < 8 " S L A B ) 2 3 / 4 " C L R ( F O R ≥ 8" S L A B ) 1" NOTE: 1.PROVIDE ADDITIONAL REINFORCING PER TYPICAL RE-ENTRANT CORNER BAR DETAIL EDGE OF SLAB A INTERIOR SLAB CONSTRUCTION JOINT #4 X 4'-0" DIAGONAL BAR AT ALL RE-ENTRANT CORNERS SLAB SLAB #4 X 4'-0" DIAGONAL BAR AT ALL RE-ENTRANT CORNERS SLAB B BUILDING EDGE 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 1 1 P M S6.01 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"6 TYP LIGHT STANDARD DETAIL NTS4DEVELOPMENT LENGTH & LAP SPLICE SCHEDULE DEVELOPMENT LENGTH & LAP SPLICE SCHEDULE fc (psi) LOCATION BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 Ld Ls Ldh Ld Ls Ldh Ld Ls Ldh Ld Ls Ldh Ld Ls Ldh Ld Ls Ldh Ld Ls Ldh Ld Ls Ldh Ld Ls Ldh 3,000 HORIZONTAL REINF ABOVE 12" OF FRESH CONCRETE 22 28 6 29 38 8 36 47 10 43 56 12 63 81 14 72 93 16 81 105 18 91 118 20 101 131 22 3,000 VERTICAL AND OTHER HORIZONTAL REINFORCING 17 22 6 22 29 8 28 36 10 33 43 12 48 63 14 55 72 16 62 81 18 70 91 20 78 101 22 3,500 HORIZONTAL REINF ABOVE 12" OF FRESH CONCRETE 21 28 6 28 37 8 34 45 9 41 54 11 59 77 13 67 88 15 76 99 17 85 111 19 94 123 21 3,500 VERTICAL AND OTHER HORIZONTAL REINFORCING 16 21 6 21 28 8 26 34 9 31 41 11 45 59 13 51 67 15 58 76 17 65 85 19 72 94 21 4,000 HORIZONTAL REINF ABOVE 12" OF FRESH CONCRETE 20 26 6 25 33 7 32 42 9 38 50 10 55 72 12 63 82 14 71 93 15 80 104 17 88 115 19 4,000 VERTICAL AND OTHER HORIZONTAL REINFORCING 15 20 6 19 25 7 24 32 9 29 38 10 42 55 12 48 63 14 54 71 15 61 80 17 67 88 19 4,500 HORIZONTAL REINF ABOVE 12" OF FRESH CONCRETE 18 23 6 24 31 7 30 38 8 35 46 10 51 67 11 59 76 13 66 86 15 74 96 16 82 107 18 4,500 VERTICAL AND OTHER HORIZONTAL REINFORCING 14 18 6 18 24 7 23 30 8 27 35 10 40 51 11 45 59 13 51 66 15 57 74 16 64 82 18 3/4" = 1'-0"5 ROOF HATCH LADDER SUPPORT 3/4" = 1'-0"7 PIPE SLEEVE AT FOOTING NTS3TYP CORNER BAR DETAIL NTS1WAREHOUSE SLAB-ON-GRADE JOINT DETAIL NTS2TYPICAL RE-ENTRANT CORNER BAR DETAIL DE C K SP A N DE C K SP A N DE C K SP A N DE C K SP A N 1/8 1 MIN NS & FS TYP VARIES MEP PLANS REF ARCH &VARIES L4x4x1/4 (TYP) JOIST SPACING NOTES: 1.COORDINATE WITH ARCH AND MEP PLANS FOR EXACT SIZE AND LOC OF ROOF OPENINGS (TYP). 2.REINFORCE JOIST AT EACH ANGLE SUPPORT PER TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL. STL JOIST REF PLAN 1/2" MAX 2" MIN BRG COPE VERTICAL LEG AT JOIST 1/8 1 MIN NS & FS INSTALLATION AFTER ROOF DECK PLACEMENT INSTALLATION PRIOR TO ROOF DECK PLACEMENT TYP 3/16 1 MIN 3/16 1 MIN ADD L2x2x3/16 EA SIDE IF LOAD FALLS BTWN PANEL POINTS IN TOP CHORD ADD L2x2x3/16 EA SIDE IF LOAD FALLS BTWN PANEL POINTS IN BOTTOM CHORD NOTE: L2x2 SHALL BE ADDED IF A NEW CONCENTRATED LOAD > 100 lbs. CANNOT BE LOCATED WITHIN 3" OF JOIST PANEL POINT. 3" OR GREATER JOIST PANEL POINT CONCENTRATED LOAD 3" OR GREATER CONCENTRATED LOAD JOIST PANEL POINT SPRINKLER PIPE MAX OF (1) 6" OR 8" PIPE OR (2) 4" PIPES ALTERNATE HANGERS BETWEEN JOIST & PIPE RUNS AS SHOWN SPRINKLER PIPE CL OF JOIST CL OF JOIST CL OF JOIST PIPING PERPENDICULAR TO JOISTS PARALLEL PIPING BETWEEN JOISTS NOTES: 1. ATTACHMENTS REPRESENT MINIMUM SUPPORT. REFER MEP/SPRINKLER DRAWINGS FOR FURTHER INFORMATION INCLUDING PIPE SUPPORTS AND SPACING. PIPE SUPPORT REACTIONS SHALL NOT EXCEED PMAX INDICATED ABOVE. 2. ATTACH PIPE HANGERS TO TOP CHORD OF JOIST AT PANEL POINTS. IF SUPPORTS ARE ATTACHED MORE THAN 3" FROM JOIST PANEL POINT, PROVIDE ADDITIONAL STRUCTURAL ANGLES PER TYPICAL JOIST CONCENTRATED LOAD TRANSFER DETAIL MIDSPAN FOR 8" PIPE 1'-0" MIN FOR (2) 4" OR (1) 6" PIPE, PIPE HEADER SIZE PER NFPA, FOR 4" AND 6" PIPES: 12'-6" OC MAX, FOR 8" PIPES: 6'-3" OC MAX STL JOIST 4" OR LESS MAXIMUM PIPE REACTION (P ) PIPE SUPPORT SPACING PIPE DIAMETER 12'-6" OC MAX 208 LBS 6"12'-6" OC MAX 400 LBS 8"12'-6" OC MAX 625 LBS MAX NOTE: FOR PIPE GREATER THAN 8" CONTACT ENGINEER FOR ADDLOADS TO JOISTS P MAXNO SPRINKER MAIN LINES ALLOWED IN ADJACENT JOIST SPACE EA SIDE OF PIPE NO SPRINKER MAIN LINES ALLOWED IN ADJACENT JOIST SPACE EA SIDE OF PIPE SPRINKLER PIPE MAX (1) 4" OR SMALLER PARALLEL PIPING ATTACHED TO JOIST (4" AND SMALLER) PIPE CONNECTION PER NFPA STL JOIST P MAX PERPENDICULAR PIPE SPACING REF SCHED PE R P E N D I C U L A R PI P E S P A C I N G MAX (2) PER BAY 8'-0" MIN 4'-0" MIN PIPING PERPENDICULAR TO SUPPORTS A-A 24 " M A X 24 " M A X BE T W E E N O P E N I N G S 32 " M I N 'S'24" MAX DETAIL A -ANGLE REINF L2x2x3/16, EXTEND 4 FLUTES PAST EA SIDE OF OPENING STL FRAMING BELOW MAY OMIT THIS ANGLE IF 'S' <0'-6" SECTION A-A 1 1/2" MIN 3" MAX 24" MAX TYP EA FLUTE3/4x1 1/2 NOTES: 1.SUPPORT ANGLES NOT NEEDED FOR SINGLE OPENINGS 6" OR LESS. 2.FOR OPENINGS NOT MEETING THE CRITERIA ABOVE, REF ROOF OPENING DETAIL. 3.FOR RTU OPENINGS REF RTU ON ROOF TYPICAL DETAIL. A RTU < 750 LBS B RTU < 3,000 LBS SPANNING ACROSS JOISTS D RTU > 3,000 LBS ROOF JOIST, TYP DECK SUPPORT ANGLES, REF ROOF OPENING DETAIL REMOVE DECK AT DUCT PENETRATIONS ONLY ROOF JOIST, TYP REF NOTE 4 TYP DECK SUPPORT ANGLES, REF ROOF OPENING DETAIL REMOVE DECK AT DUCT PENETRATIONS ONLY 2 1 1 NOTES: 1. RTU SIZE AND LOCATIONS IN THESE DETAILS ARE SHOWN FOR DIAGRAMATIC PURPOSES ONLY. REF ARCH/MEP FOR UNIT SIZES, LOCATIONS, AND OPENINGS. 2. RTU CURB SHALL BE STRUCTURAL AND CAPABLE OF SPANNING BETWEEN SUPPORTS. 3. REMOVE ROOF DECK AT DUCT PENETRATION LOCATIONS AS REQUIRED. DO NOT OVERCUT DECK. 4. DECK SUPPORT ANGLE MAY BE OMITTED IF EDGE OF PENETRATION IS WITHIN 6 INCHES OF A JOIST. L4x4x1/4 BELOW, TYP ROOF JOIST, TYP REMOVE DECK AT DUCT PENETRATIONS ONLY L4x4x1/4, TYP RTU CURB BY OTHERS TAPERED BLOCKING OR STEEL SHIMS AS REQUIRED REINFORCE JOIST TO PANEL POINT PER TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL MIN 1/2" DIA BOLT EACH CORNER AND MAX 4' ON CENTER (MIN 2 EA SIDE) OF RTU (CURB TO CHANNEL). ALTERNATELY, TAPERED CURB MAY BE FILLET WELDED TO ANGLE WITH MIN 1/8x2" WELD EA CORNER AND MAX 4' ON CENTER (MIN 2 WELDS) L2x2x3/16 3/16 2@12 L4x4x1/4 REINFORCE JOIST TO PANEL POINT PER TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL, TYP 1 6'-0" MAX REF NOTE 4, TYP ROOF JOIST, TYP DECK SUPPORT ANGLES, REF ROOF OPENING DETAIL REMOVE DECK AT DUCT PENETRATIONS ONLY L4x4x1/4 BELOW TYP 1/8 1 MIN 1/8 1 MIN C RTU < 3,000 LBS BETWEEN JOISTS REINFORCE JOIST TO PANEL POINT PER TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL, TYP L2x2x3/16 L2x2 TO L4x4 1/8 2-12 L4x4x1/4 1/8 1 1/8 1 TYP EA JOIST REINFORCE JOIST TO PANEL POINT PER TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL, TYP REINFORCE JOIST TO PANEL POINT PER TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL, TYP REF MEP DRAWINGS FOR ORIENTATION OF RTU RTU SHALL BE SUPPORTED ON A MINIMUM OF 2 JOISTS AND THE CURB SHALL BEAR ON METAL DECK OVER TOP OF JOISTS SECTION 1 SECTION 2 NOTE: BRACKETS ARE FURNISHED WITH ROOF CURBS. BRACKET CONSTRUCTION, QUANTITIES, AND SPACING ARE SHOWN ON THIS DETAIL FOR GENERAL COORDINATION ONLY. INSTALL BRACKETS ACCORDING TO CURB MANUFACTURER'S INSTALLATION INSTRUCTIONS. COORDINATE FINAL BRACKET LOCATIONS WITH EQUIPMENT. DO NOT OBSTRUCT OPENING OR UTILITY CONNECTIONS. DRAWING INDICATING BRACKET QUANTITY AND SPACING SHALL BE STAMPED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE IN WHICH THE PROJECT IS LOCATED AND SUBMITTED TO THE EOR AND ARCHITECT FOR REVIEW. BRACKET ATTACHMENT REF 5/S6.02 FOR CURB TO ROOF STRUCTURE CONNECTION SCREWS PER MFR BRACKET BRACKET, TYP REF MFR FOR QUANTITY AND SPACING RTU BRACKET LAYOUT 30 1 S . O A K S T R E E T , S T E 1 0 0 RO A N O K E , T X 7 6 2 6 2 PH | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M PR O J E C T N O : TX R E G # 2 4 2 3 S T A T E O F TEX A S STEPHEN A. DIAL 57163 P R O F E S SIO L E N G I N EER N LIC E N S E D A REVISION S: DATE: RGA PROJECT NUMBER: SHEET: 25 0 9 1 06 / 2 0 / 2 0 2 5 6/ 2 0 / 2 0 2 5 2 : 4 4 : 1 1 P M S6.02 24120 6/6/2025 Gr a p e v i n e I n d u s t r i a l 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Pe r m i t S e t 3/4" = 1'-0"1 ROOF OPENING DETAIL 3/4" = 1'-0"3 TYP JOIST CONCENTRATED LOAD TRANSFER DETAIL 1/4" = 1'-0"4 SPRINKLER PIPE SUPPORT DETAILS NTS2ROOF DECK OPENING < 2'-0" NTS5TYPICAL RTU FRAMING DETAIL 1" = 1'-0"6 HVAC WIND / SEISMIC RESTRAINT BRACKET THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m ■ E.000 LEGEND AND NOTES NO P A R K I N G NO P A R K I N G THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m E.100 ELECTRICAL DISTRIBUTION - SITE PLAN ELECTRICAL DISTRIBUTION SITE PLANKEYED NOTES NOTE: 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.3 1.3 0.6 0.8 0.9 1.1 1.1 1.1 1.2 1.3 1.4 1.4 1.5 1.7 1.9 2.0 1.8 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.5 1.5 1.7 1.8 1.9 2.0 2.0 2.2 2.5 2.6 2.3 2.1 2.0 1.9 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.3 1.7 1.8 1.9 2.0 2.2 2.2 2.3 2.4 2.6 2.9 2.9 2.7 2.5 2.3 2.3 2.2 2.9 3.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.8 2.1 2.4 2.7 3.1 3.2 3.0 2.9 2.9 3.0 3.0 2.9 2.9 2.9 3.1 3.2 4.0 4.1 4.1 0.1 0.2 0.3 0.5 0.8 1.0 1.2 1.2 1.2 1.3 1.1 1.6 2.2 2.8 3.6 4.4 4.6 4.0 3.3 2.9 2.7 2.7 2.8 3.2 3.7 4.3 4.5 4.0 5.4 4.6 3.7 0.1 0.1 0.2 0.4 0.7 1.0 1.3 1.5 1.5 1.5 1.4 0.8 1.2 1.6 2.3 3.2 4.5 5.1 3.7 2.7 2.2 2.0 2.0 2.6 3.3 3.3 3.9 4.2 3.5 5.6 4.5 3.4 2.8 0.0 0.1 0.1 0.2 0.4 0.7 1.1 1.4 1.7 1.8 1.6 1.2 5.3 3.0 2.4 2.0 1.6 0.0 0.1 0.1 0.2 0.4 0.7 1.1 1.4 1.8 2.1 2.1 1.6 10.4 3.5 2.7 2.3 1.8 1.2 0.0 0.1 0.1 0.2 0.5 0.7 1.1 1.5 1.9 2.3 2.8 2.3 8.5 3.5 3.0 2.6 2.0 1.4 0.9 0.0 0.1 0.1 0.2 0.5 0.8 1.2 1.6 2.0 2.6 3.6 3.2 0.9 4.0 3.4 2.9 2.3 1.6 1.0 0.0 0.1 0.1 0.2 0.4 0.8 1.2 1.8 2.1 3.0 4.4 4.3 0.4 4.2 3.9 3.4 2.6 1.8 1.1 0.0 0.1 0.1 0.2 0.5 0.8 1.3 1.8 2.1 3.1 4.5 5.1 0.6 4.7 4.4 3.8 2.9 2.0 1.2 0.0 0.1 0.1 0.2 0.5 0.8 1.3 1.8 2.1 2.8 3.9 3.7 1.0 3.3 4.7 4.1 3.2 2.2 1.3 0.0 0.1 0.1 0.3 0.6 0.9 1.3 1.7 2.1 2.6 3.1 2.6 4.3 4.1 4.8 4.2 3.2 2.2 1.4 0.1 0.1 0.2 0.3 0.6 1.0 1.3 1.8 2.2 2.5 2.5 2.0 5.7 4.9 3.9 4.0 3.1 2.1 1.3 0.1 0.1 0.2 0.3 0.6 1.0 1.5 2.0 2.3 2.4 2.2 1.6 7.1 5.6 4.1 3.9 3.0 2.1 1.3 0.1 0.1 0.2 0.3 0.6 1.1 1.6 2.1 2.3 2.2 1.9 1.4 7.9 5.9 4.2 3.4 3.0 2.0 1.3 0.1 0.1 0.2 0.3 0.6 1.1 1.6 2.1 2.3 2.2 1.9 1.4 7.9 5.9 4.2 3.4 3.0 2.0 1.3 0.1 0.1 0.2 0.3 0.6 1.1 1.6 2.0 2.3 2.4 2.1 1.5 7.3 5.7 4.1 3.9 2.9 2.1 1.3 0.1 0.1 0.2 0.3 0.6 1.0 1.4 1.8 2.2 2.5 2.5 1.9 6.0 5.0 3.9 4.0 3.1 2.1 1.3 0.0 0.1 0.1 0.3 0.6 0.9 1.3 1.7 2.1 2.6 3.0 2.5 4.6 4.3 4.8 4.2 3.2 2.2 1.4 0.0 0.1 0.1 0.2 0.5 0.9 1.3 1.8 2.1 2.8 3.7 3.5 1.0 3.4 4.8 4.2 3.2 2.2 1.3 0.0 0.1 0.1 0.2 0.5 0.8 1.3 1.8 2.1 3.1 4.4 5.0 0.7 2.7 4.5 3.9 3.0 2.0 1.2 0.0 0.1 0.1 0.2 0.5 0.8 1.2 1.8 2.1 3.1 4.5 4.5 0.4 4.3 4.0 3.5 2.7 1.9 1.1 0.0 0.1 0.1 0.2 0.5 0.8 1.2 1.7 2.0 2.7 3.7 3.4 0.0 4.0 3.4 3.0 2.3 1.6 1.0 0.0 0.1 0.1 0.2 0.5 0.8 1.1 1.5 1.9 2.4 2.9 2.4 7.4 3.4 3.1 2.7 2.1 1.4 0.9 0.0 0.1 0.1 0.2 0.4 0.7 1.1 1.5 1.8 2.1 2.2 1.7 10.5 3.6 2.8 2.4 1.8 1.2 0.8 0.0 0.1 0.1 0.2 0.4 0.7 1.1 1.4 1.7 1.9 1.7 1.2 6.5 3.1 2.5 2.1 1.6 0.0 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.4 1.4 1.2 0.9 4.3 4.3 3.4 2.7 0.0 0.1 0.1 0.2 0.3 0.6 0.8 1.0 1.2 1.2 1.2 1.3 1.1 1.6 2.1 2.8 3.8 4.7 4.9 4.2 3.3 2.8 2.6 2.6 2.8 3.2 3.8 4.5 4.7 4.1 5.5 4.7 3.7 2.9 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.8 0.9 1.0 1.1 1.2 1.3 1.8 2.1 2.5 2.9 3.3 3.5 3.2 3.0 2.9 3.0 3.0 2.9 2.9 3.1 3.4 3.5 3.7 4.4 4.2 3.8 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 1.0 1.2 1.3 1.7 1.9 2.0 2.1 2.3 2.4 2.4 2.5 2.7 2.9 3.0 2.8 2.6 2.4 2.4 2.4 3.1 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.5 1.6 1.8 1.9 2.0 2.0 2.1 2.3 2.6 2.7 2.4 2.2 2.1 2.0 0.3 0.4 0.5 0.7 0.8 1.0 1.2 1.2 1.2 1.3 1.4 1.5 1.5 1.6 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.9 0.9 1.0 1.0 NO P A R K I N G NO P A R K I N G THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m E.101 PHOTOMETRIC - SITE PLAN PHOTOMETRIC - SITE PLAN UH #2 L #1 L #2 L #3 L #4 UH #1 THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m E.200 POWER DISTRIBUTION - FLOOR PLAN POWER DISTRIBUTION FLOOR PLAN NOTE: NOTE: NOTE: LOUVER SCHEDULEGAS UNIT HEATER SCHEDULE THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m E.300 LIGHTING DISTRIBUTION - FLOOR PLAN LIGHTING DISTRIBUTION FLOOR PLAN NOTE: THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m E.400 ELECTRICAL SCHEDULES ELECTRICAL RISER DIAGRAM (FRONT VIEW)ELECTRICAL RISER DIAGRAM (FRONT VIEW) THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m E.500 ELECTRICAL DETAILS ELECTRICAL & FA PUMP ROOMS FLOOR PLAN DETAILS NOTE: KEYED NOTES: ELECTRICAL GROUNDING DETAIL NOTES: GROUNDING TYPICAL GAS UNIT HEATER TRANSFORMER INSTALLATION ELECTRICAL PANEL GROUNDING DETAIL L-#L-# DEVICE PLATES - CIRCUIT LABELTRANSFORMER GROUNDING DETAIL THIS DOCUMENT AND THE DESIGNS CONTAINED HERE IN, REMAINS THE PROPERTY OF OWL SERVICES. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF OWL SERVICES. CO M M E R C I A L · IN D U S T R I A L · DE S I G N B U I L D · SE R V I C E PROJECT NO.:25-1381 DRAWING RECORD DATE DESCRIPTION 8/8/2025 ISSUE FOR PERMIT 23 0 1 F r a n k l i n D r i v e / F o r t W o r t h , T X 7 6 1 0 6 8/5/2025 GR A P E V I N E , T E X A S 76 0 5 1 GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y TE L : ( 8 1 7 ) 5 8 9 - 1 5 4 5 / w w w . o w l s e r v i c e s . c o m E.600 ELECTRICAL ONE LINE N.E.C. NOTES: REFER TO P1.01 4" S S 3" CW SERVICE TO FIVE FEET OUTSIDE BLDG. COORDINATE WITH CIVIL 2" VTR FLOOR DRAIN W/ 4" OUTLET. COORDINATE LOCATION WITH FIRE PUMP. RPZ BACKFLOW PREVENTER 3" CW. TURN UP, VALVE AND CAP AT 3'-0" AFF 01 1/4" = 1'-0" ENLARGED PUMP ROOM PLAN - PLUMBING 3 0 1 S . O A K S T R E E T , S T E 1 0 0 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M P0.01 24120 08/01/2025 GR A P E V I N E I N D U S T R I A L 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Westhoff Engineering, LLC 4905 Thorntree Drive Plano, TX 75024 469.268.0186 FIRM #18856 08.01.2025 PLUMBING LEGEND SYMBOL DESCRIPTION CONTINUATION PIPE DOWN PIPE UP PIPE TEE DOWN PIPE TEE UP ISOLATION VALVE END CAP DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER RETURN PIPING SS SANITARY SEWER PIPING BELOW FLOOR SS SANITARY SEWER PIPING ABOVE FLOOR V SANITARY VENT PIPING G NATURAL GAS PIPING SRD SIPHONIC ROOF DRAIN PIPING SOD SIPHONIC OVERFLOW DRAIN PIPING RD ROOF DRAIN PIPING OD OVERFLOW DRAIN PIPING ABBREVIATION DESCRIPTION A COMPRESSED AIR AAV AIR ADMITTANCE VALVE AD AREA DRAIN AOD AREA OVERFLOW DRAIN BFP BACKFLOW PREVENTER CW DOMESTIC COLD WATER CWV COMBINATION WASTE & VENT DSN DOWNSPOUT NOZZLE ED EJECTOR DISCHARGE FCO FLOOR CLEANOUT FOG FATS, OILS, & GREASE G NATURAL GAS GCO GRADE CLEANOUT GW GREASE WASTE HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RETURN IFGC INTERNATIONAL FUEL GAS CODE IPC INTERNATIONAL PLUMBING CODE LD LANDSCAPE DRAIN NFPA NATIONAL FIRE PROTECTION ASSOCIATION OD OVERFLOW/SECONDARY ROOF DRAIN ODL OVERFLOW/SECONDARY ROOF DRAIN LEADER PD PUMP DISCHARGE PRV PRESSURE REDUCING VALVE RD PRIMARY ROOF DRAIN RDL PRIMARY ROOF DRAIN LEADER RPZ REDUCED PRESSURE ZONE ASSEMBLY BACKFLOW PREVENTER SOD SIPHONIC OVERFLOW/SECONDARY ROOF DRAIN SRD SIPHONIC PRIMARY ROOF DRAIN SS SANITARY SEWER ST STORM SEWER TDL TOTAL DEVELOPED LENGTH: (LENGTH OF PIPING SYSTEM MEASURED ALONG CENTERLINE OF PIPE AND FITTINGS) TEL TOTAL EQUIVALENT LENGTH: (LENGTH OF PIPING USED FOR SIZING = TDL PLUS FITTINGS CONVERTED TO EQUIVALENT LENGTH OF PIPE) UNO UNLESS NOTED OTHERWISE V SANITARY VENT VTR VENT THROUGH ROOF (X)EXISTING GENERAL SPECIFICATIONS: 1.CONSTRUCTION DOCUMENTS ARE DEFINED AS DRAWINGS AND SPECIFICATIONS TOGETHER. ANY DISCREPANCY FOUND IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PERFORMING ANY WORK INVOLVING THE CONFLICTING INFORMATION. 2.CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY, SHALL SURVEY THE PROJECT, AND SHALL BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE CURRENT INTERNATIONAL CODES, NFPA, NEC, AND ALL LOCAL AMENDMENTS. 4.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ABOVE LISTED CODES AND MFR'S INSTALLATION INSTRUCTIONS. 5.PRODUCTS OF A SIMILAR TYPE SHALL ALL BE FROM THE SAME MANUFACTURER. PROVIDE STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS. ALL PRODUCTS SHALL BE UL-LISTED WHERE APPLICABLE. 6.CONTRACTOR SHALL PROVIDE THE OWNER A COMPLETE SET OF "AS BUILT" DRAWINGS INDICATING ALL WORK AS ACTUALLY INSTALLED. UNMODIFIED COPIES OF ORIGINAL DESIGN DRAWINGS WILL NOT BE ACCEPTED AS "AS BUILT" DRAWINGS. PROVIDE ONE FULL SIZE PRINTED COPY, AND ONE ELECTRONIC COPY (PDF FILES PLOTTED AT FULL SIZE ON USB DRIVE). PDF FILES SHALL BE NEATLY ORGANIZED AND DESCRIPTIVELY NAMED. 7.CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT TO ALL WORK PERFORMED UNDER THIS CONTRACT. THIS INCLUDES TRANSPORTING, HOISTING, OR MOVING MATERIALS, EQUIPMENT, DEBRIS, ETC. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED TO EXISTING PROPERTY TO MATCH EXISTING AS IT WAS PRIOR TO DAMAGE AND TO THE OWNER'S SATISFACTION. 8.DRAWINGS ARE DIAGRAMMATIC AND ONLY INDICATE GENERAL ARRANGEMENT OF WORK. THEY DO NOT SHOW EVERY OFFSET, TRANSITION, OR DIMENSION NECESSARY TO FIT THE SYSTEMS AND EQUIPMENT INTO THE GIVEN SPACE. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURE, STRUCTURE, AND WORK OF ALL OTHER TRADES AS REQUIRED TO COMPLETE THE WORK AS GENERALLY INDICATED ON THE DRAWINGS. 9.ALL WORK SHALL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE, AND REPAIRS. PROVIDE ALL CLEARANCES AS REQUIRED BY CODE AND AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER FOR PROPER MAINTENANCE. PLUMBING SPECIFICATIONS: 1.BELOW GRADE DRAIN, WASTE, AND VENT PIPING SHALL BE SCH. 40 PVC DWV SOCKET WELD. 2.ABOVE GRADE DRAIN, WASTE, AND VENT PIPING SHALL BE SCH. 40 PVC DWV (PVC MUST BE FIRE WRAPPED WHEN LOCATED IN CEILING PLENUMS USED FOR RETURN AIR). 3.SANITARY SEWER PIPES 3 INCHES THROUGH 6 INCHES SHALL BE SLOPED AT A MINIMUM OF 1/8" PER FOOT. SANITARY SEWER PIPES 8 INCHES AND LARGE SHALL BE SLOPED AT 1/16" PER FOOT. SANITARY SEWER PIPES SMALLER THAN 3 INCHES SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT. REFER TO IPC. 4.BELOW GRADE POTABLE WATER PIPING SHALL BE TYPE "K" OR TYPE "L" SOFT COPPER, SCH. 40 PVC, UPONOR PEX, OR STAINLESS STEEL. 5.ABOVE GRADE POTABLE WATER PIPING SHALL BE TYPE "M" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. JOINTS MAY BE SOLDERED OR PRESS FITTING JOINTS ("PROPRESS" OR EQUAL) PER MFR'S INSTALLATION INSTRUCTIONS. 6.INSULATE DOMESTIC HOT WATER PIPING PER IECC WITH FIBERGLASS PIPE INSULATION HAVING A 'K' VALUE OF 0.23 AT 75°F AND VAPOR BARRIER JACKET OF 0.001" ALUMINUM FOIL LAMINATED TO KRAFT PAPER, OR FLEXIBLE ELASTOMERIC CLOSED-CELL, SPONGE OR EXPANDED-RUBBER MATERIALS. COMPLY WITH ASTM C534/C534M, TYPE I FOR TUBULAR MATERIALS. COLD WATER PIPING IS NOT REQUIRED TO BE INSULATED. INSULATION THICKNESS AS FOLLOWS: HOT WATER PIPING SMALLER THAN 1-1/2" = 1-INCH THICK FIBERGLASS OR 3/4-INCH THICK ELASTOMERIC HOT WATER PIPING 1-1/2" AND LARGER = 1-1/2-INCH THICK FIBERGLASS OR 1-INCH THICK ELASTOMERIC ARMACELL ARMAFLEX MAY BE USED IN LIEU OF FIBERGLASS INSULATION. INSTALL ALL INSULATION PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTINUE INSULATION THROUGH WALLS, CEILINGS, FLOORS, ETC. 7.BELOW GRADE GAS PIPING SHALL BE GAS-RATED POLYETHYLENE PIPING CONFORMING TO ASTM D2513, SDR11 WITH SOCKET WELD JOINTS. 8.ABOVE GRADE GAS PIPING SHALL BE SCH. 40 BLACK STEEL WITH WELDED JOINTS. PIPING SMALLER THAN 2.5 INCHES IN DIAMETER MAY BE THREADED IN LIEU OF WELDED. ALL SIZES MAY BE JOINED WITH PRESS FITTING JOINTS ("MEGAPRESS-G" OR EQUAL) PER MFR'S INSTALLATION INSTRUCTIONS. 10.SUPPORT ALL GAS PIPING ON ROOF ACCORDING TO IFGC. IF SUPPORT PADS ARE REQUIRED THEY SHALL BE THE RESPONSIBILITY OF THE ROOFING CONTRACTOR. 11.PLACE BEDDING COURSE IN TRENCH BOTTOMS AND SHAPE TO PROVIDE CONTINOUS SUPPORT FOR BELLS, JOINTS, AND BARRELS OF PIPING. PLACE AND COMPACT FINAL BACKFILL OF SATISFACTORY SOIL TO FINAL SUBGRADE ELEVATION. 12.TESTING: UNLESS REQUIRED OTHERWISE BY LOCAL AHJ, CONTRACTOR SHALL TEST ALL PLUMBING PER IPC SECTION 312. 13.NEW OR MODIFIED EXISTING DOMESTIC WATER PIPING SYSTEMS SHALL BE CLEANED AND DISINFECTED PER IPC SECTION 610. 14.PROVIDE MAIN DOMESTIC WATER SHUT OFF VALVE FOR BUILDING OR LEASE SPACE. 15.WHERE FLUSH VALVES AND/OR QUICK-ACTING VALVES ARE INSTALLED, PROVIDE WATER HAMMER ARRESTERS. SIZE AND LOCATE PER MFR'S INSTALLATION INSTRUCTIONS. 16.ALL FIXTURES SHALL BE INSTALLED PLUMB AND LEVEL AND IN ACCORDANCE WITH MFR'S INSTALLATION INSTRUCTIONS. 17.PLUMBING FIXTURES AND INSTALLATIONS SHALL COMPLY WITH ADA AND TEXAS ACCESSIBILITY STANDARDS (TAS) WHERE REQUIRED. 18.ALL FLOOR DRAINS AND HUB DRAINS SHALL BE PROVIDED WITH TRAP PRIMERS. TRAP GUARDS MAY BE USED IN LIEU OF TRAP PRIMERS WITH APPROVAL OF LOCAL AHJ AND OWNER. 01/P0.01 6" SS 6" SS 6" S S 4" S S 4" S S FFE = 562.15 6" SS TO FIVE FEET OUTSIDE BLDG. COORDINATE WITH CIVIL. IE = 554.53 2-WAY CLEANOUT FCO (TYP.) 3/4" GAS SERVICE: 500 CFH 5.0 PSI 400 FT TEL 3/4" GAS UP TO ROOF. GAS PIPING ON ROOF (TYP.) 3/4" G 3/4" G 3/4" GAS TO UNIT HEATER. PROVIDE REGULATOR (ON ROOF), SHUT OFF VALVE, UNION, AND SEDIMENT TRAP PER NFPA 54. 250 CFH (TYP. 2) PLAN NORTH TRUE NORTH 01 1/16" = 1'-0" OVERALL FLOOR PLAN - PLUMBING 3 0 1 S . O A K S T R E E T , S T E 1 0 0 R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 RG A A R C H I T E C T S . C O M P1.01 24120 08/01/2025 GR A P E V I N E I N D U S T R I A L 32 0 0 S t o n e M y e r s P k w y Gr a p e v i n e , T e x a s 7 6 0 5 1 Westhoff Engineering, LLC 4905 Thorntree Drive Plano, TX 75024 469.268.0186 FIRM #18856 08.01.2025 UH #2 EUH #1 EF #1 L #1 L #2 L #3 L #4 UH #1 L #5 T GAS UNIT HEATER SCHEDULE MANUFACTURER UH #BTU INPUT WEIGHT VOLTAGEMODELFLUE VENT SIZE HORSEPOWERAMPS 1-2 LENNOX CFMBTU OUTPUT LOUVER SCHEDULE MANUFACTURER L #MODEL VOLTSSIZE FINISH 120V CONFIRM W/ ARCH NOTES NOTES: 1. INSTALL MIN 6" BELOW STRUCTURE 2. MOUNT THERMOSTAT UP AT HEATER NOTES: 1. PROVIDE WITH BIRD SCREEN. 2. PROVIDE WITH NORMAL-CLOSED MOTORIZED DAMPER 3. INTERLOCKING BY ELECTRICAL CONTRACTOR 4. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT NOTES 1,2,3,41-4 108"X48"POTTORFF EXD-437 EXHAUST FAN SCHEDULE LOCATIONEF #MANUFACTURER S.P.H.P.MODEL CFM WEIGHTVOLTS 1 GENERAL MECHANICAL NOTES: 1. ALL MECHANICAL EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE, CITY AND STATE CODES AND PER THE MANUFACTURERS SPECIFICATIONS 2. ALL HVAC EQUIPMENT SHALL BE TESTED AND FREE FROM ANY DEFECTS BUILDING = 42,000 SF, 32.1' AVERAGE DECK HEIGHT BTU OUTPUT = 415,000 OR 9.88 BTU PER S.F. 250,000 5" ØLF25-250 290 120 6.0 (2)1/5 4000207,500 1,2 MANUFACTURER EUH #BTU/KW INPUT VOLTAGEMODEL AMPS 1 CFM INDEECO 3.7 KW 240-U1037U-DT 480/3P 3504.7 NOTES: 1. MOUNTING BRACKET 2. INTEGRATED THERMOSTAT 3. MOUNT BOTTOM OF HEATER AT 8'-6"NOTES 1,2,3 ELECTRIC UNIT HEATER SCHEDULE PUMP ROOM 1,200 .2 120/1COOK 91120 R3B 1/4 120V524"X24"POTTORFF EXD-437 CONFIRM W/ ARCH 1,2,3,4 PROJECT NO. DATE: DRAWN BY: CCH 4260 AUGUST 04, 2025 FILE: TITLE: SHEET: SCALE: REVISIONS: GR A P E V I N E I N D U S T R I A L 32 0 0 S T O N E M Y E R S P A R K W A Y GR A P E V I N E , T E X A S 7 6 0 5 1 24 H O U R L T D 89 1 1 D I R E C T O R S R O W DA L L A S , T X 7 5 2 4 7 21 4 . 6 3 0 . 3 0 0 0 AS NOTED HVAC PLAN OVERALL HVAC PLAN SCALE: 1/16" = 1'-0" THIS DRAWING WAS DEVELOPED AS A DESIGN/BUILD PROJECT TO ONLY BE INSTALLED BY 24 HOUR, LTD. M1.00 LOUVER DETAIL SCALE: 1/8" = 1'-0" BISGROVE ENGINEERING SERVICES CA F-8031 DOUG@BESDALLAS.COM