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Home My WebLink AboutNSFR2020-1698 ortex Foundation Designs, Inc Texas Firm Registration No: F-6417 4416 Keller Hicks Road Fort Worth, TX 76244 Office: (817) 379-0866 info@nortexfoundation.com May 12, 2020 Attn: Building Department (Permitting Department) City of GRAPEVINE Builder: GRAHAM HART Reference: 453 JONES STREET Lot: 1 Blk:1 GRAPEVINE HILL ADDITION GRAPEVINE, TX Plan Number: GALVESTON CUSTOM Workorder ID: W020-150259 The foundation plan for the above -referenced location has been designed using acceptable engineering practices including consideration of the Post -Tensioning Institute's "Design and Construction of Post -Tensioned Slabs -on - Ground". The above -referenced foundation was also designed with loads applied in accordance with the 2006 International Residential code. This design is also based on the requirements of the Post -Tensioning Institute's "Construction and Maintenance Procedures Manual for Post -Tensioned Slab -on -Ground Construction" regarding proper drainage and site preparation. These areas of work are beyond the scope of this contract. Concrete in the beams shall be placed directly on undisturbed soil. Vapor barrier shall not bridge over the beams and shall lie freely on the sides or bottom of the beams and be secured to the top of the pads supporting the slab. The soils information necessary for the design of this project was provided by: Soils Engineer: EWI Report Number: BY195202 Report Date: 6-27-2019 Soil Parameters: Plasticity Index: 20 Bearing Capacity: 1500psf Potential Vertical Rise: 3" Sincerely, Igor I. Teplitskiy, P.E. CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: of 0 CONRICT WSJ ANY WORK IN ZONN G 0FJ*4A L TEPLITSKIY 10II♦� n ,5 . U I, "yI0NALV1 _ _ DATE: _ �` `~ BY: ' BUILbIN6 INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED ,;,o - 16f g 44 �� 5-7,�, . 4"Zj& 4'..'X4 4. iilding Summary Property Organization HERS 453 Jones Street Fox Energy Specialists Projected Rating Hurst, TX 76054 817-546-0160 05/12/2020 Victoria Rodriguez #9011995 Rater ID:8966447 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled.blg Property/Builder Information Building Name Galveston -Custom Owner's Name Property Address 453 Jones Street City, St, Zip Hurst, TX 76054 Phone Number Builders Name Graham Hart Home Builder Phone Number Email Address Plan/Model Name Galveston -Custom Community/Development Grapevine Hill Identifier/Other Organization Information Organization Name Fox Energy Specialists Address 3301 West Freeway City, St, Zip Fort Worth, TX 76107 Phone Number 817-546-0160 Website www.foxenergyspecialists.com Rating/RESNET Information Provider ID 1998-046 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Victoria Rodriguez #9011995 Rater's ID 8966447 Rater's Email plans@foxenergyspecialists.com Last Field Insp 05/12/2020 Rating Type Projected Rating Reason for Rating New Home Rating Number Rating Permit Date 09/19/2019 REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. MAY 19 M 0 1985-2020 NORESCO, Boulder, Colorado. FW ENERGY SPECIALISTS Building Summary Property Organization HERS 453 Jones Street Fox Energy Specialists Projected Rating Hurst, TX 76054 817-546-0160 05/12/2020 Victoria Rodriguez #9011995 Rater ID:8966447 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled.blg General Building Information Area of Conditioned. Space(sq ft) 2393 Volume of Conditioned. Space 25277 Year Built 2020 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above -Grade 2 Number of Bedrooms 3 Foundation Type Slab Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 2 Thermal Boundary Location N/A F*C ENERGY SPECIALISTS Slab Floor Information Name Library Entry Area(sq ft) Depth Below Full Exposed On -Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) SOG Uninsulated 1046 0.00 160 160 160 Slab Floor Library List Slab Floor: Uninsulated Slab Covering Carpet Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under -Slab Insulation (R-Value) 0.0 Under -Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note Frame Floor Information Name Library Entry Location Area(sq ft) Uo Value Area over Unconditi R-30.0" Btwn cond Et garage 53 0.034 Area over Outside A R-30.0" Btwn cond ft ambient 417 0.034 REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 13 Building Summary Property 453 Jones Street Hurst, TX 76054 Weather: Dallas/Fort Worth Intl, TX Galveston -Custom Untitled. blg Frame Floor Library List Floor: R-30.0* Information From Quick Fill Screen Continous Insulation R-Value Cavity Insulation R-Value Cavity Insulation Thickness (in.) Cavity Insulation Grade Joist Size (w x h, in) Joist Spacing (in oc) Framing Factor - (default) Floor Covering Note Organization Fox Energy Specialists 817-546-0160 Victoria Rodriguez #9011995 Builder Graham Hart Home Builder Rim and Band Joist Information Name Location RB Siding Veneer RB Siding Veneer Fi Above -Grade Wall Name Siding Veneer Garage Siding Veneer Firew Cond -> ambient Cond -> ambient HERS Projected Rating 05/12/2020 RaterID:8966447 0.0 30.0 10.0 1 1.5 x 10.0 16.0 0.1300 CARPET Area(sq ft) Continuous Framed Ins Cavity Ins 109.50 1.1 13.0 29.50 1.0 19.0 F*C ENERGY SPECIALISTS Cavity Ins Joist Insulation Uo Value Thk(in) Spacing Grade 3.5 16.0 1 0.064 5.5 16.0 1 0.048 Library Entry Location Exterior Color Area(sq ft) Uo Value 13.0_1.1* Cond -> ambient Medium 2135.50 0.074 13.0_1.0* Cond -> garage Medium 377.00 0.075 19.0_1.0* Cond -> ambient Medium 619.50 0.055 Above -Grade Wall Library List Above -Grade Wall: 13.0 1.1* Information From Quick Fill Screen Wall Construction Type Continuous Insulation (R-Value) Frame Cavity Insulation (R-Value) Frame Cavity Insulation Thickness (in) Frame Cavity Insulation Grade Standard Wood Frame 1.1 13.0 3.5 1 REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 13 Building Summary Property Organization HERS 453 Jones Street Fox Energy Specialists Projected Rating Hurst, TX 76054 817-546-0160 05/12/2020 Victoria Rodriguez #9011995 Rater ID:8966447 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled. blg Above -Grade Wall Library List FMC ENERGY SPECIALISTS Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor - (defined) 0.1900 Gypsum Thickness (in) 0.5 Note Above -Grade Wall: 13.0 1.0* Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 1.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor - (defined) 0.1900 Gypsum Thickness (in) 0.5 Note Above -Grade Wall: 19.0 1.0* Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 1.0 Frame Cavity Insulation (R-Value) 19.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor - (defined) 0.1900 Gypsum Thickness (in) 0.5 Note Window Information Overhang I Interior I Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer REWRate - Residential Energy Analysis and Rating Software 06.0.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 13 Building Summary Property Organization 453 Jones Street Fox Energy Specialists Hurst, TX 76054 817-546-0160 Victoria Rodriguez #9011995 Weather Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled.blg Assignment (sqft) Back Siding AGWall 1 Southwes 0.350 0.230 50.00 Veneer Back Siding AGWall 1 Southvves 0.350 0.230 25.00 Veneer Back Siding AGWall 1 Southv�es 0.350 0.230 39.45 Veneer Front Siding AGWall 1 Northeast 0.350 0.230 33.00 Veneer Front Siding AGWall 3 Northeast 0.350 0.230 20.68 Veneer Front Siding AGWaII 3 Northeast 0.350 0.230 18.00 Veneer Left Siding AGWall 1 Southeast 0.350 0.230 105.00 Veneer Left Siding AGWaII 1 Southeast 0.350 0.230 45.00 Veneer Left Siding AGWall 3 Southeast 0.350 0.230 70.00 Veneer Right Siding AGWall 1 Northwes 0.350 0.230 30.00 Veneer Glass Door AGWall 1 Southwes 0.350 0.230 18.09 Siding V Door Information Name Library Entry Garage_Front Steel-urth w/brk Siding Veneer -Front Fiberglass-4.75* Roof Information Name Library Ceiling Roof Entry Area(sq ft) Area(sq ft) Mechanical R-22, 100.00 100.00 Decking Mechanical Decking, Batt* HERS Projected Rating 05/12/2020 RaterID:8966447 FW ENERGY SPECIALISTS (ft) (ft) (ft) Shading Shading Shading Shading 0.0 0.0 0.0 0.85 0.70 None None 4.5 1.0 6.0 0.85 0.70 None None 0.0 0.0 0.0 0.85 0.70 None None 0.0 0.0 0.0 0.85 0.70 None None 3.9 1.0 5.7 0.85 0.70 None None 0.0 0.0 0.0 0.85 0.70 None None 0.0 0.0 0.0 0.85 0.70 None None 0.0 0.0 0.0 0.85 0.70 None None 0.0 0.0 0.0 0.85 0.70 None None 0.0 0.0 0.0 0.85 0.70 None None 4.5 3.3 10.0 0.85 0.70 Some Some Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area AGWall2 21.6 0.187 4.4 No AGWall1 24.0 0.176 4.8 No Exterior Radiant Type Uo Value Cement or Roof Tile Color Barrier Clay Tiles Ventilation Medium Yes Attic 0.050 No No REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 13 Building Summary Property Organization 453 Jones Street Fox Energy Specialists Hurst, TX 76054 817-546-0160 Victoria Rodriguez #9011995 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled.blg Roof Information Name Library Ceiling Roof Exterior Entry Area(sq ft) Area(sq ft) Color Flat Ceiling R-38, Flat 1415.90 1415.90 Medium Ceiling, Blown* Roof Library List Ceiling: R-22, Mechanical Decking, Batt* Information From Quick Fill Screen Continous Insulation (R-Value) Cavity Insulation (R-Value) Cavity Insulation Thickness (in) Cavity Insulation Grade Gypsum Thickness (in) Insulated Framing Size(w x h, in) Insulated Framing Spacing (in o.c.) Framing Factor - (default) Ceiling Type Note Ceiling: R-38, Flat Ceiling, Blown* Information From Quick Fill Screen Continous Insulation (R-Value) Cavity Insulation (R-Value) Cavity Insulation Thickness (in) Cavity Insulation Grade Gypsum Thickness (in) Insulated Framing Size(w x h, in) Insulated Framing Spacing (in o.c.) Framing Factor - (default) Ceiling Type Note HERS Projected Rating 05/12/2020 RaterID:8966447 FW ENERGY SPECIALISTS Radiant Type Uo Value Cement or Roof Tile Barrier Clay Tiles Ventilation Yes Attic 0.026 No No 0.0 22.0 6.8 1 0.500 1.5 x 6.8 24.0 0.1412 Attic 22.0 16.0 7.3 1 0.500 1.5 x 7.3 24.0 0.1100 Attic REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 13 Building Summary Property Organization HERS F*C 453 Jones Street Fox Energy Specialists Projected Rating Hurst, TX 76054 817-546-0160 05/12/2020 ENERGY SPECIALISTS Victoria Rodriguez #9011995 Rater ID:8966447 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled.blg Mechanical Equipment Number of Mechanical Systems 3 Heating SetPoint(F) 70.0 Heating Setback Thermostat Present Cooling SetPoint(F) 75.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 Heat: 80.OAFUE Natural gas Furn 60.0k* SystemType Fuel -fired air distribution Fuel Type Natural gas Rated Output Capacity (kBtuh) 60.0 Seasonal Equipment Efficiency 80.0 AFUE Auxiliary Electric 767 Eae Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 100 Cool: 16.OSEER A/C 2.5ton* System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 30.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 100 DHW: 50 gal. 0.60EF Natural gas* Water Heater Type Conventional REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 13 Building Summary Property Organization HERS F;WC 453 Jones Street Fox Energy Specialists Projected Rating Hurst, TX 76054 817-546-0160 05/12/2020 ENERGY SPECIALISTS Victoria Rodriguez ##9011995 Rater ID:8966447 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled. blg Mechanical Equipment Fuel Type Natural gas Energy Factor 0.59 Recovery Efficiency 0.60 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 2 Location Garage or open crawl space Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies All bath faucets Et showers <= 2gpm true All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 69 TOTAL Pipelength for longest DHW run 89 DWHR unit present? false DHW Diagnostics dhwGpd 41.23 peRatio 1.00 dishwasherGpd 2.25 clothesWasherHotWaterGPD 3.89 EDeff 0.98 ewaste 28.80 tmains 71.70 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 13 Building Summary Property 453 Jones Street Hurst, TX 76054 Weather: Dallas/Fort Worth Intl, TX Galveston -Custom Untitled. big Duct Systems Name Conditioned Floor Area(sq ft) # of Returns Heating System Cooling System Supply Duct Surface Area(sq ft) Return Duct Surface Area(sq ft) No bldg cavities used as ducts Organization Fox Energy Specialists 817-546-0160 Victoria Rodriguez #9011995 Builder Graham Hart Home Builder System-1 2393.0 1 80.OAFUE Natural gas Furn 60.Ok* 16.OSEER A/C 2.5ton* 484.6 89.7 FALSE Type Location Supply Attic, exposed Conditioned space Return Attic, exposed Conditioned space Test Exemptions IECC RESNET 2019 ENERGY STAR LtO Duct Leakage Input Type Test Type Duct Test Stage Supply ii Return Supply Only Return Only FALSE FALSE FALSE Measured Both Tested Rough -In Test - w/ Air Handler LtO (Leakage to Outside) 95.70 CFM C 25 Pascals Not Applicable Not Applicable HERS Projected Rating 05/12/2020 RaterID:8966447 Percent Location 60.0 40.0 60.0 40.0 Total Duct Leakage 95.70 CFM C 25 Pascals REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. FW ENERGY SPECIALISTS R-Value 6.0 6.0 6.0 6.0 Page 9 of 13 Building Summary Property Organization HERS F*C 453 Jones Street Fox Energy Specialists Projected Rating Hurst, TX 76054 817-546-0160 05/12/2020 ENERGY SPECIALISTS Victoria Rodriguez #9011995 Rater ID:8966447 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled. blg Infiltration and Mechanical Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH C 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Air Cycler (CFIS) Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 216 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 6.0 Fan Power (watts) 500.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi -Family NA REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 10 of 13 building Summary Property 453 Jones Street Hurst, TX 76054 Weather: Dallas/Fort Worth Intl, TX Galveston -Custom Untitled. blg Lights and Appliances Rating/RESNET audit Ceiling Fan CFM / Watt Refrigerator kWh/yr Refrigerator Location Range/Oven Fuel Type Induction Range Convection Oven Dishwasher Energy Factor Dishwasher kWh/yr Place Setting Capacity Clothes Dryer Fuel Type Location Moisture Sensing CEF Clothes Washer Location LER (kWh/yr) IMEF Capacity (CU.Ft) Electricity Rate Gas Rate Annual Gas Cost Qualifying Light Fixtures Interior Lights % Exterior Lights % Garage Lights % Interior LEDs % Exterior LEDs % Garage LEDs % Organization Fox Energy Specialists 817-546-0160 Victoria Rodriguez #9011995 Builder Graham Hart Home Builder HERS Projected Rating 05/12/2020 RaterID:8966447 0.00 775 Conditioned Electric No No 0.00 286 12 Electric Conditioned No 2.62 Conditioned 704 0.331 2.874 0.08 0.58 23.00 0.0 0.0 0.0 100.0 0.0 0.0 REM/Rate - Residential Energy Analysis and Rating Software v16.O.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. FW ENERGY SPECIALISTS Page 11 of 13 Building Summary Property Organization HERS F*C 453 Jones Street Fox Energy Specialists Projected Rating Hurst, TX 76054 817-546-0160 05/12/2020 ENERGY SPECIALISTS Victoria Rodriguez ##9011995 Rater ID:8966447 Weather: Dallas/Fort Worth Intl, TX Builder Galveston -Custom Graham Hart Home Builder Untitled. blg Mandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 true Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2016 false Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi -Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses 'Class AW' Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50% Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 12 of 13 Building Summary Property 453 Jones Street Hurst, TX 76054 Weather: Dallas/Fort Worth Intl, TX Galveston -Custom Untitled.blg Organization Fox Energy Specialists 817-546-0160 Victoria Rodriguez #9011995 Builder Graham Hart Home Builder DOE Zero Energy Ready Home Home Builder ID Number HERS Projected Rating 05/12/2020 RaterID:8966447 Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type Collector Loop Type Collector Type Collector Orientation Area(sq ft) Tilt(degrees) Volume(cu ft/gal) None None None None 0.0 0.0 0.0 REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. F*C ENERGY SPECIALISTS Page 13 of 13 015 IECC Energy Cost Compliance Property 453 Jones Street Hurst, TX 76054 Weather: Dallas/Fort Worth Intl, TX Galveston -Custom Untitled.blg Annual Energy Cost Organization Fox Energy Specialists 817-546-0160 Victoria Rodriguez #9011995 Builder Graham Hart Home Builder Heating Cooling Water Heating SubTotal - Used to Determine Compliance HERS Projected Rating 05/12/2020 RaterID:8966447 2015 IECC 402 470 199 1071 FIRC ENERGY SPECIALISTS $/yr As Designed 434 457 151 1041 Mechanical Ventilation Fan 18 91 Lights Ft Appliances (minus MechVent) 790 737 Photovoltaics -0 -0 Service Charge 381 381 Total 2260 2251 Mandatory Requirements Annual Energy Cost Check PASSES Duct Insulation R-Value Check (per Section 405.2) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (2015 IECC) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2015 International Energy Conservation Code based on a climate zone of 3A. In fact, this home surpasses the requirements by 2.8%. Name Victoria Rodriguez #9011995 Signature (1q6_6" Organization Fox Energy Specialists Date 12 May 2020 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2015 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate - Residential Energy Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. -rx wr`9htso" Short Form Load House Entire GHANICAI. BELL ME (`,sham HaSreet, TX Omes For. 453 Jonest putside db Ins pa'1ae h �riI Qf�e l9rllbi IMasture differen pTING EQUIPMENT HE Make �ENN©X 0g0Er Trade ML180V 3 ARI ref 1058193 Ef{icien0v ut HeaOg'ou Put Heatin9ature rise Tempe, I flow Actua factor Air flow ressuostat SPa1Ge perm EntIrre H u. load pth OC 1.()5 Equ'P. @ OVIN Latent - 80 8800 gtuh 720 50 BF h 1332m�gtuh 0.034 in N20 0 50 �Ig Method quality Htg 1p0 ction GOnstru es 28 75 FirePlac 70 25 42 M 50 30 30 15 30b. pate BY' �0n SimPGfied Infiltra gem i- tight 1 Jlghti COOLING EQUIPMENT Make 1_ENNpX 059-2309* 090E60G Trade M1-14XC1-g+M1-18010" C n 2� 9,5 10?13 0 EER,16 S4 25 g t h ANRI ref gtuh EfiiciencYcg0lin9 Sensib1e001in9 paten Cpoling Total air flow pctua1 for flow fes.cpfs at►o S�oaad ens ke bestratio 172j4 gtuh 57500 1917 elmj%uh 0.051 H2p 0.50 in 0.90 13 F0 Ed. Manua to meet all requirements °f ulations aPProv� by ACpA //f �/y� Ca1C R5U24184 FroDt Door faces. N _� s41 X rsal 2019 W. calc = NiJQ t_5a_ R9nt"Suited ESVrptA cU O V�►r�QhGUS•rOM\GN, LVEs ON '"" S BY PIAt`t�GA L � � U tz 4, I j-4 cl 2020--16:10 19 Page 1 ® Load Short Form Job: -� •wrightsoft Date: Zone 9 By: BELL MECHANICAL TX For: Graham Hart Homes 453 Jones Street, TX Htg Clg Infiltration Outside db (OF) 28 100 Method Simplified Inside db (OF) 70 75 Construction quality Semi -tight Design TD (OF) 42 25 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 15 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) OPEN TO FOYER 158 2651 2863 90 147 BED3 144 1298 1456 44 75 WIC3 27 475 265 16 14 BED2 189 1446 1815 49 93 - BATH3 80 ill 141 4 7 MWIC 80 1175 629 40 32 MBATH 153 2519 2112 86 109 _ MBED 247 3174 3862 108 199 GAME 389 4147 5016 141 258 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft@ 2020-May-14 16:10:19 �, �mR.4 i•.wmne.w rr.mw r Right -Suite® Universal 2019 19.0.15 RSU24184 Page 2 ..S BY PLANIGALVESTON CUSTOMIGALVESTON CUSTOM.rup Calc = MJ8 Front Door faces: N _ 579 935 1465 16997 18160 p 0 19104 Zone 1 2269 935 Other equip loads Equip. @ 1.05 RSM 579 Latent cooling 1465 16997 21373 TOTALS ACCA to meet all requirements of Manual J 8th Ed. Calculations approved by ft@ Universal 2019 1,,c)A5 RSU241P Font Derlaces: N �R.�9t1tSQmpm RlghtSuite® .Caic = MJ8 .�� •M"°"°""""" TOM\GALVESTON CUSTOMrup y S BY PLAN\GALVESTON CUS 2020-May-14 16:10.19 Page 3 +wrightsoft® Load Short Form Date: Zone 2 By: BELL MECHANICAL TX For: Graham Hart Homes 453 Jones Street, TX Htg Clg Infiltration Outside db (OF) 28 100 Method Simplified Inside db (OF) 70 75 Construction quality Semi -tight Design TD (OF) 42 25 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 15 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ENTRY 152 5064 3167 173 163 PWDR 27 438 113 15 6 UTILITY 55 414 917 14 47 PANTRY 36 1214 395 41 20 DINING 138 2310 2438 79 126 KITCHEN 243 4922 5152 168 265 GREAT 323 7186 6523 245 336 MUD 29 556 368 19 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2020-May-1416:10:19 emrtw ft. nil. wce Right -Suite® Universal 2019 19.0.15 RSU24184 Page 4 ...S BY PLANIGALVESTON CUSTOMSGALVESTON CUSTOM.rup Calc = MJ8 Front Door faces: N Zone 2 - \oad p5 Other TOTP\-s Manua\ 2020-o"I 1� 16P 9e 5 a meet a\\ rea�`�rements °f Eby PCCPto m v ro Ca\cu\at�ons app A1S4 Door lace$" a\'401919.0.15RCaC;03B Froot 1N G\ySS� �c' v S, cUStoM ruP MRo�9� ,.r S BY p�pN 9 616 6 N 00 6 m 6 i 9'P6 Z, I-° INI 'JQ'I AZ 0 ,Sfi'OOT G C G 6 6 / -- - X X "I•S,9_ -- —�--- rO W I N . 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U � !>,ot ¢+ W N C) wl Ln =S t _ I o SIO,'�_DI$ ALL EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT MANUALLY OPERATED FLUSH BOLTS ARE PROHIBITED N ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES CONTRACTOR SHALL CALL FOR INSPECTIONS: (817) 410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. ***SPECIAL NOTE*** PROVIDE SAFETY GLAZINGS AS REQUIRED PER SECTION 308 AND EMERGENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE 2006 INTERNATIONAL RESIDENTIAL CODE THEGE PLANS ARE W)T REVIEWED FOR HANDICAPPED ACCESSIBILITY IT IS THE RESPONSIBILITY OF THE , DESIGN PROFESSIONAL / BUILDING OWNER TO OBTAIN THE NECESSARY APPROVALS FROM THE PROPER STATE, AND / OR FEDERAL AGENCY o U O IT IS THE RESPONSIBILIYY OF THE z O HAVE PLANS REVIEWED AND THE BUILDING OWNER / DESIGN PROFESSIONAL / CONTRACTOR / 0 ' CC Q INSPECTED BY A CERTIFIED ENEREGY CODE G b INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED BY THE STATE SHALL BE SUBMITTED To Q Q W 0p THE BUILDING DEPARTMENT. a J cra 0 SMOKE DETECTORS t SHALL BE LINKED C SO THAT WHEN ONE O 3 SOUNDS, ALL SOUND. () o w o W U ALL ON -SITE ELECTRICAL LL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION ,a SHALL BE LOCATED O ` UNDERGROUND � 3 .. d to SEPARATE PLUMBING, MECHANICAL, a c V ? ELECTRICAL AND SIGN PERMITS � o a cL SFW1 BE REQURW w 1~ w �� wzw a E~ o CITY OF GRAPEVIN ,��' �n; z z A c7 RELEASED FOR CONSTI u U U Q U w w Z SHEET: OF: x Q w z 2 RELEASE DOES NOT AUTHORIZE �] p ZO U H w CONFLICT WITH THE BUILDING CODE OR Z i�aa UK L w Q 04 X= CITY APPROVED PLANS TO E {EP O THE JOB SITE AT ALL `I,-'S DATE: /S/a0 BY:rPROVI--D r BUILDING INSPECTION DIVIRELEASE DOES NOT APPLY TO CONITV EASEMENTS OR PUBLIC RIGHT. ALL CHANGES MUST 8E A. II! N mm C C F N 31'-5 1 /2" 1'-6". 7 SPACES @ 4'-0 3/4" (+/-) 1'-6' 10'-7 1 /2" 10'-2 1 /2" 10'-7 1 /2" F BS33 BS3 --- --- r— --- — — --5� U) (nI Icn 0 co U) U) U) In (n U' �' I Im m co l a `� �' I I --- I -a— ---11 -- S33 I I I III I I I I I 1 1 111 III 10 I 11 II I -t 4r--- S33 I II BS3311 *F:E- S31BS33�I �I 1 I II IIB II Ll II II I I ----�I i -- --I- i i -- S331 I I II j1 1 III � I III I I I S331 -----t' —---�— I---t— BS33 r-- -�- - C I -I- - - S33 I I ' II I III I I I S331I I II I S33 I - I- ~I +- BS33 I I I I BS33 -i--- I ----- -- i S33 II I I I S33rrLL. S33 L �ss.l \-#4 @ TOP & BOTTOM TYP. 11'-2" 20'-3 1/2" 31'-5 1 /2" O SPECIAL FOUNDATION NOTES 1. THIS DRAWING IS PRIMARILY FOR BEAM AND CABLE PLACEMENT. THE CONTRACTOR IS REQUIRED TO COORDINATE THIS FOUNDATION PLAN WITH THE ARCHITECTURAL DRAWING FOR OFFSETS, DROPS, OPENINGS AND INSERTED ITEMS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS BEFORE CONSTRUCTION OF SLAB. ANCHOR LOCATIONS MAY BE ADJUSTED TO NO MORE THAN 6" TO PROVIDE PROPER CLEARANCE FROM PIPES. NORTEX CANNOT BE HELD LIABLE FOR ANY CONTRACTOR OVERSIGHT IN THIS REGARD. 2, REFER TO SOILS REPORT FOR: SITE PREPARATION AND FILL PLACEMENT. Cable Material List [Qty 10% Elongation +10% I Cable ID I (in) (in) I (in) 12 S33 2 1/8" 2 3/8" 2 5/8" 8 BS33 2 1/8" 2 3/8" 2 5/8" 2 BS34 2 1/8" 2 3/8" 2 5/8" 5 S51 3 1/2" 3 7/8" 4 1/4" 4 BS51 31/2" 37/8" 41/4" 3 S52 31/2" 4" 43/8" 2 BS52 3 1/2" 4" 4 3/8" 2 BS53 31/2" 4" 4318" Total Cable Quantity 38 l Total Cable Length I 1553 Estimated Materials Interior LF: 193' Exterior LF: 164' Concrete YDG 38 -APPROXIMATE NO WASTE FACTOR" )f4(O V4VfA—&XwVD PWJ(6PV6 Ok l�ov l9t�i Tb�J ,gyp pLJna4� p,+ItA"4L_ /AJ Q'R40E Tb�,4MS. 0FTF��1 00 IGOR 1. TEPLITSKIY �r r.............................. , 94973 ; TX FIRM REGISTRATION* F-6417 V Z z 0 G 0 N U OZO U0`-LUX LU 20 D�L(i L�JJ(n5 Q Uj > = m W W J W Z O- a Z O Q LID 0wM(, C� It zw g(D a c rn o 0 N N � u7 O O SS N Z � ii0 W m D Q N ui wLLJu o w Z 0 0 c7 a a. w c uj H 1- h W J w C7 w 0 0 SHEET 1 of 2 JOB NUMBER 20-150259 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED DESIGN 1 !The post tension design of this foundation structure has been evaluated using acceptable engineering prac ice including consideration of the latest recommendations as set forth by the Bost tensioning institute's "Design and Construction of Post Tensioned Slabs on Ground". 2 Designed beam sizes, beam spacing, strand quantities and spacings shown are minimum requirements needed to allow the structural system to adequately perform. The intent is not to eliminate soil movement, but to limit foundation flexure during inevitable differential movement. 3 This design does not allow for improper drainage, or trees located closer than 1/2 their mature height to the roundation, positive drainage must be maintained at all times and pondiny of water around the foundation should never be allowed. 4 j Uniform, systematic watering on all sides of the foundation to maintain a stable foundation. 6 j A pre -pour inspection must be performed by a Nortex representative or certified lab. MATERIALS 1 Post tensioning material will be 1/2" diameter 270 ksi, seven -wire strand, grease with plastic sheathing. Strand shall be in accordance with A.S.T.M. A416 and shall be stressed to 33 kips and anchored at 28.9 kips. Plastic sheathing shall have a minimum 6 mil thickness. 2 All anchorage hardware shall meet test criteria established by the "PTI Guide Specifications for Post-Tensiohing Materials", 3 All concrete shall have a minimum compressive strength of 3000 psi at 28 days. Strands shall not be stressed to final required force until concrete strength is a minimum of 2000 p.s.i. 4 Post Tensioning Institute recommends final stressing within 7-10 days after pouring of foundation. 5 All conventional reinforcing shall be intermediate grade and shall conform to A.S.T.M. A615-60. CONSTRUCTION 1 All beams should be excavated as follows unless specified otherwise by the geotechnical report: a. All beams must extend 12" into undisturbed (virgin) soil, or soil compacted in accordance to the geote,-hnology report listed on the plan. Beam pJderppthstmay be sloped or increased to 34" without additional reinforcing. when beam depth exceeds 34" use detail "G" for additional b. ��I fill under slab must be compacted to 95% of standard proctor density A.S.T.M.-D698 and conform to FHA sheet 79G. All fill soil under slab shall be placed in accordance with the geotechnical report specifications. The soil engineer shall certify compaction of the fill soil. 2 Partial piering of the foundation is prohibited. Piers may be used only if the are specifically shown in the design. Refer to pier schedule for diameter, depth, and reinforcing required. Piers may be terminated when solid rock (auger refusal) is encountered. Pier tops should be clean and exposed to the beam. 3 Final grading shall be done using sand or a non -capillary material. Waterproofing is required in accordance with Iinternational Residential Code R406.2 for residential structures or International Building code 1807.3 for commercial structres unless local codes are more stringent. Minimum 6 - mil polyvinyl. Split poly at beams to avoid air pockets and prevent insulation of grounding electrode. No poly allowed in bottom of beams. 4 Site grading and drainage around the foundation must be maintained at all times in such a manner the surtace or ground water will not collect under, near or adjacent to the slab. 5 The contractor is responsible to advise owner of proper foundation maintenance. Moisture content should ba kept consistent annually with consideration to seasonal changes of temperature and moisture variations. Proper drainage away from slab is required to preserve the erformance of the foundation. 8 Trenches for deep plumbing lines should not be located directly under beams. compaction of back fill at plumbing lines is required. 7 If plastic sleeve is damaged and strand is exposed for more than 3", it should be repaired to prevent bonding of concrete to cable. Maximum 12" exposed at dead end is acceptable. 8 Concrete must be well consolidated around all ends anchors to avoid bearing failures at time of stressing. 9 Admixtures should not contain any chemicals in quantity that may have a harmful effect on the pre stressing steel or cement. Chlorides, sulfites and nitrates should not be used. 10 Stressing pockets should be grouted within 7 days of the final stressing operation to prevent corrosion of the anchor and wedge assembly. 11 It is recommended to use two #4 "1" bars by Z-0" along exterior corners to avoid fragmentation of concrete Dotween stressing anchors. INSTALLATION 1 All anchors shall be installed a minimum of 4" below required elevation of concrete at edge of slab and a minimum of 4" 12" away from corners. 2 Securely fasten anchors with pocket formers to prevent cement paste from entering we canal (2-20 d nails are recommended). Fixed anchors should be attached with 3/4" clearance from form board. wiri q of anchors is not recommended. 3 Plastic sheathing must be stripped a maximum of 1" behind live end anchor assembly. 4 Strands must be tied at all intersections starting at fixed end anchors working toward live end to remove slack and eliminate excessive displacement during pour. 5 All strands and bars shall be supported on chairs not to exceed 4' on center. GENERAL 1 This drawing is primarily for beam and cable placement. The contractor is required to coordinate this foundation plan with the architectural drawing for offsets, drops, openings and inserted items. Contractor shall verify all dimensions and field conditions before construction of slab. Anchor locations may be adjusted to more than 6" to provide proper clearance from pipes. 2 Slab shall be final stressed approximately seven to ten days alter pour. Partial stressing 72 hours after pour will reduce (not eliminate) cracks from concrete shrinkage. 3 Waterproofing of the foundation, including drops with associated vapor barriers, stem wall drains, perimeter urains, etc. is not included in this design and is the responsibility of others including the owner and builder. 4 Care should be taken by the owner and builder to ensure that soils have proper moisture content before the roundation is poured. Tthe presence of dry or wet soils when the foundation is poured, may contribute to excessive foundation movement when moisture is reintroduced or removed. These plans do not account for foundation movement that may result from dry or wet soil conditions that may exist at the time the foundation is poured. 5 Owner and builder should follow all recommendations in any soil report to help insure that the foundation functions properly. A PRE -POUR INSPECTION FOR THIS FOUNDATION Must be accomplished by the design engineer of record for the foundation, or a certified lab. Notice: All post tension materials to be supplied by a post tension institute certified fahricator. 'DO NOT USE THIS PLAN TO SET FORM BOARDS' INSPECTION NOTES: 1 Engineered prints must be present or obtainable on job site in order to provide a pre -pour inspection. 2 Inspections should be scheduled 24 hours in advance. However, we will make every attempt to schedule same day inspections called in before 8:00 a.m. Inspections outside the metroplex require a 24 hour notice. 3 j Pre -pour inspections must be done after the installation is complete and at least 24 hours prior to pouring concrete foundation. 4 Inspections are required for all Nortex foundation designs. 'NORTEX INSPECTIONS CAN BE ORDERED AT 817.379-0866' NOTE: the use of these plans and specifications shall be restricted to the original site for which they were prepared This document and any accopanying design document is null and void if not accompanied by an original design letter, signed and sealed by the engineer of record. Any reproduction or reuse, or disclosure by any method, in whole or in part, is prohibited. This plan and its specifications contain proprietary information and are the sole property of Nortex Foundation Design, Inc., Fart Worth, Texas. S� Z — SLAB CABLE 18 � \ 7 O FOR DEEP BEAMS (TYP) V ID v f5 = \ #4 „L" BARS @ MIN 36" CL 24" O.C. MAX r 0 1 U N i o eAD�D Z�'s@MID LL / 1:4 SLOPE DRAPED D > 40" Lu BEAM CABLEANCHOR PLACEMENT o DRAPE 9" OFF BOTTOM (SEE PLAN) 4 -0„ — — — — POLYVINYL 1 2'-0" 2'4" I BEAM CABLE — — — — — — — � � ADD 2 #4's @ BOT. 4" TO 8" DIA. L .., BELOW PIPE �` IF 34" < D > 40" — 'a -PLUMBING PIPE AT &CHAIR — — _ — — — — — — — CENTER OF BEAM O (2) #4's ABOVE / PLAN VIEW I. (2) #41s BELOW / 9° yf 10„ BEAM MUST EXTEND 12" ' \y� INTO UNDISTURBED SOIL ` PREFERRED ORIENTATION OF PIPE THROUGH BEAM DROPPED BRICK BRICK LEDGE / LEDGE DETAIL SLAB STRAND EO IF REQUIRED SLAB STRAND O / / o "Z" BARS w POLYVINYL L ; , ,,,,, N !— m v + 16' O.C. N #4's "L" BARS #4 TOP, MID, Q N @ 24" O.C. POLYVINYL & BOTTOM @ m z #4's HORIZ. N #4's @ 12" k DROP > 6" @ 12" O.C. POLYVINYL D DRAPE 3" 36" _....... OFF BOTTOM STANDARD #4's HORIZ. 16" (SEE PLAN) OFFSET I 10" Z-BAR DETAIL 36' OSLAB STRAND J I � POLYVINYL N DRAPE 3" OFF BOTTOM (SEE PLAN) 10" © SLAB STRAND / ry POLYVINYL \ DRAPE 3" N OFF BOTTOM (SEE PLAN) 10" © SLAB STRAND 12" MAX 1:6 SLOPE POLYVINYL c I I REFER TO INTERIOR BEAM DETAIL IF REQUIRED L ON SLAB STRAND N JPPOLYVINYL DRAPET' OFF BOTTOM (SEE PLAN) 10" I- (W) , SLAB STRAND i POLYVINYL "v N DRAPE 3" i OFF BOTTOM (SEE PLAN) 10" © SLAB STRAND n /_ POLYVINYL N DRAPE 3" .,---'—OFF BOTTOM (SEE PLAN) 10" O / POLYVINYL II'III II IoI I' f #4 TOP, MID, & BOTTOM @ DROP > 6" DRAPE 3" OFF BOTTOM (SEE PLAN) I 101, 'Z" BARS N 16" O.C. N q11 • .,cr 1� * Al�o �4. i•.......I.rT IGOR I. TEPLITSKIY �....�........................... rr 94973 rli �.�' t!CENsti�••'�� TX FIRM REGISTRATION#: F-6417 N Z Z Z t7 0 0 O F j F- V p r w X QZOYCE 0 _ ¢ � W N J J U) Z Q>20rWW _ •JZ Z0- a O !Y � I.Ll _J � Q LO Z o_ Lu a o N N _ _ - o O O 3 e- e- M �I wl w L) N lT O U) lL N (y In N _N O � a m > N Z Z o W m rD Q N z o_ rii Lu di o w Z 0 0 w W X '7 l7 '7 w W W W 9 Q U N c�0 o o Co n SHEET 2of2 JOB NUMBER 20-150259 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDNANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED i CODE: INTERNATIONAL RESIDENTIAL CODE EDITION: 2009 CITY/MUNICIPALITY: FORT WORTH, TEXAS BASIC WIND SPEED: 90 MPH GRND SNOW LOAD: 5 PSF TABLE OF CONTENTS PAGE # DESCRIPTION LB -la 1st FLOOR LATERAL BRACING PLAN LB -lb 2nd FLOOR LATERAL BRACING PLAN DTL-1 LATERAL BRACING DETAILS DTL-2 STANDARD DETAILS DTL-3 STANDARD DETAILS GFD-1 GENERAL FRAMING DETAILS IBD-1 INTERIOR BRACING DETAIL REV. DATE 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUDED BY THE CITY / COUNTY OF FORT WORTH, TEXAS 1.2 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FOR A BASIC WIND SPEED OF PER. INTERNATIONAL RESIDENTIAL CODE, 2009 EDITION. 1.3 PER IRC R301.1.2 THE EXTENT OF THE ENGINEERED DESIGN "SHALL ONLY DEMONSTRATE COMPLIANCE OF THESE NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS." 1.4 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPLIANCE WITH THE I.R.C. r ti z vi z 0 0 O N a O z F- O wX aZQ ew = O UO�ui _J Z W 2 Co W W = J Z Z a.Q H 0 Q O W _j co C7 Lo z� J � a 0: w Y L) o - No 0 J N � 7..:.:.: ................ J IGOR I TEPLITSKIY 94973 m oe Lu a S1IS,� ass/DNALENG\ r O o uvi TX FIRM REGISTRATION#: F-6417 JOB NUMBER 20-150262 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT -OF-WAY. ALL CHANGES MUST BE APPROVED 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL-3 2. INSTALL FLOOR -TO -FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4. FOR LATERAL BRACING DETAILS & DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. INSTALL TIE -DOWNS AT INDICATED LOCATIONS HOLD DOWN NOT NECESSARY AT THIS LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT m L L 0 CGG QW1C T AI(1TC 1 I I I 1 1st FLOOR LATERAL BRACING PLAN z z vi z 0 0 N a O z i- O H U) v o W X Q z<Y0 � =0 QF-w J z w = m w > Q>LLI Za Q z ~ O Q O LLJ aQ z of g� a Y `11 � Lu O N = .� O F• rE Z - �P • '�" op o o IGOR I. EPLITS•KI� �,..::....::...i t94973 If'O'• FS+' •.......c ``G W J 1itk,,�\0NAIL O < u LB / 1a TX FIRM REGISTRATION#: F-6417 JOB NUMBER 20-150262 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES GATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED SHEET NOTES: 1. ATTACH EXTERIOR POST (IF PRESENT) TO FOUNDATION BELOW AND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL-3 2. INSTALL FLOOR -TO -FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTL-2. 3. FOR GENERAL NOTES, SEE SHEET DTL-2. 4. FOR LATERAL BRACING DETAILS & DESCRIPTIONS, SEE SHEETS DTL-1, DTL-2 & DTL-3. a Q D 2nd FLOOR LATERAL BRACING PLAN TX FIRM REGISTRATION#: F-6417 z Z z G O N (o w0 0 0�L Z N O V w X Q zQYry 2 0 0 N L J Z W 2 IllW W Q J W Z a- QZH-OQ t9CE wOMU a- v Z g� a co � w a �o< JOB NUMBER 20-150262 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPPOVEC� OP PLATE ELEVATION 2-SIMPSON HTT4 w/ 5/8 DIA ANCHOR BOLT, INSTALLED W/SIMPSOP SET EPDXY, 7" EMBEDI [ALTERNATIVELY, INST 2-SIMPSON STHD10 AND (2) 1/2'.-BOLTS (7" EMBED) BEFORE CONCRETE POUR] DETAIL N WALL STIFFENER PANEL w/ (2) HOLD DOWNS SCALE: N.T.S REFER TO LATERAL BRACING PLAN FOR CYTCAIT nC CIJC ATWIK]r' DCni IIDCn DETAIL I INTERIOR SHEATHING DETAIL SCALE: N.T.S NOTE: THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER FROM ACTUAL CONDITIONS 716" PLYWOOD or OSB iHEATHING WITH 8d ;OMMON NAILS AT 6" Q,C, kT PANEL EDGES AND AT 2" O.C. IN FIELD /2" DIA ANCHOR ROD; DRILL 1ND INSTALL w/ SIMPSON iET EPDXY, 7" EMBEDMENT ALTERNATIVELY, INSTALL 12" J-BOLT BEFORE ,ONCRETE POUR) TOP PLATE ELEVATION 1-SIMPSON HTT4 w/ 5/8" DIA ANCHOR BOLT, INSTALLED W/SIMPSON SET EPDXY, 7" EMBEDMENT, (ALTERNATIVELY, INSTALL 2-SIMPSON STHD10 AND (2)1/2" J-BOLTS (7" EMBED) BEFORE CONCRETE POUR] NOTE: SEE PLAN FOR HOLD DOWN PLACEMENT TOP PLATE ELEVATION INSTALL SIMPSON 1/2" x 5" LG. TITEN HO (THD50600H) @ 4'-0" O.C. EVER MFG.'S INSTRUCTIONS #:61 3,000 PSI CONCRETE SHEATH WALL AREAS ABOVE, BELOW, AND ADJACENT TO OPENINGS WITH 1/2" GYPSUM SHEATHING ON BOTH SIDES. 2x BLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHALL OCCUR OVER STUDS. USE 1/2" GALV. ROOFING NAIL OR STAPLE x 1 5/8" LONG; OR 1 4" SCREWS TYPE W OR S AT 7" O.C. FOR EDGE AND FIELD. 7/16" PLYWOOD or OSB SHEATH WALL AREAS ABOVE, SHEATHING WITH 8d BELOW, AND ADJACENT TO COMMON NAILS AT OPENINGS WITH 7/16" PLYWOOD o 6" O.C. AT PANEL OSB. 2x BLOCKING SHALL BE WINDOW or EDGES AND AT 12" INSTALLED AT ALL HORIZONTAL DOOR OPENING O.C. IN FIELD PANEL JOINTS, AND VERTICAL (WHEN PRESENT) PANEL JOINTS SHALL OCCUR OVER / \ STUDS. USE Sd COMMON NAILS @ 6" O.C. @PANEL EDGES AND @ 12" O.C. IN THE FIELD. NOTE: ° . THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY ° q • DIFFER FROM ACTUAL CONDITIONS 1/2" DIA ANCHOR ROD; DRILL AND INSTALL w/ SIMPSON SET EPDXY, 7" EMBEDMENT (ALTERNATIVELY, INSTALL 1/2" J-BOLT BEFORE CONCRETE POUR) DETAIL B WALL STIFFENER PANEL w/ HOLD DOWN IN CORNER SCALE: N.T.S 4'-0" MINIMUM I ELEVATION 7/16" PLYWOOD OR OSB SHEATHING WITH 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. IN FIELD. ALL EDGES SHALL BE BACKED INCLUDING HORIZONTAL JOINTS WHICH OCCUR IN WALLS ABOVE 8'-0". PROVIDE 2X BLOCKING AT ALL HORIZONTAL PANEL JOINTS. OR 1x4 NOTCHED INTO STUDS. NOTCH MUST BEAR ON DIAGONAL or BE REINFORCED WITH METAL STRAP. 4 4f :(4- ° �,. 3,000 PSI CONCRETE 45 DEGREES (MIN.Y TO 60 DEGREES (MAX.) DETAIL A PERFORATED SHEARWALL DETAIL SCALE. N.T.S 7 S C 6 A P A P TOP PLATE ELEVATION /16" PLYWOOD OR OSB HEATHING WITH 8d OMMON NAILS AT O.C. AT PANEL EDGES ND AT 12" O.C. IN FIELD. ROVIDE 2X BLOCKING TALL HORIZONTAL ANEL JOINTS. 1/2" DIA ANCHOR ROD; DRILL O R'I] AND INSTALL w/ SIMPSON SET EPDXY, 7" EMBEDMENT (ALTERNATIVELY, INSTALL 1/2" J-BOLT BEFORE 1x4 NOTCHED INTO CONCRETE POUR) STUDS. NOTCH MUST BEAR ON DIAGONAL or BE REINFORCED WITH METAL STRAP. 45 DEGREES (MIN.) REFER TO LATERAL BRACING PLAN FOR I pol Nil I TYPICAL WINDOW OPENING I TYPICAL (WHEN d DOOR PRESENT OPENING DETAIL D CONTINUOUSLY SHEATHED WALL SCALE: N.T.S 4'-0" MINIMUM TO 60DEGREES (M SHEATH CONTINUOUSLY AROUND CURVED WALL (ABOVE, BELOW, AND BETWEEN OPENINGS) WITH ENERGY BRACE 0.106" M STRUCTURAL WALL SHEATHING (RED LABEL) OR EQUAL, PROVIDE BLOCKING AT ALL HORIZONTAL EDGES, AND VERTICAL EDGES SHALL OCCUR OVER STUDS. USE NO. 11 GAUGE 1 1/4" GALVANIZED STEEL ROOFING NAILS OR 7/16" CROWN X 1 1/4" LEG NO. 16 GAUGE GALVANIZED STEEL STAPLES @ 3" O.C. @ PANEL EDGES AND @ 6" O.C. IN FIELD, PANEL EDGES MAY BE BUTTED OR LAPPED 3/4" MINIMUM. NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES LATERAL BRACING DETAILS (MA NOTE: SEE PLAN FOR HOLD DOWN PLACEMENT DETAIL G PERFORATED SHEARWALL CORNER DETAIL SCALE: N.T.S TOP PLATE R C\/ATI(1Al 2" DIA ANCHOR DID: DRILL AND STALL w/ SIMPSON =T EPDXY, 7" ABEDMENT LTERNATIVELY, STALL 1/2" J-BOLT :FORE CONCRETE )UR) WALL CORNER or PANEL EDGE CLOSEST TO CORNER 1/2" DIA ANCHOR ROD; DRILL AND INSTALL W/SIMPSON SET EPDXY, 7" EMBEDMENT [ALTERNATIVELY, INSTALL 1/2" DIA. J-BOLT (7"EMBEDMENT) BEFORE CONCRETE POUR]. SIMPSON HTT4 w/ 5/8" DIA ANCHOR ROD, INSTALLED W/SIMPSON SET EPDXY, (7" EMBEDMENT). (ALTERNATIVELY, INSTALL SIMPSON STHD10 BEFORE CONCRETE POUR] TX FIRM REGISTRATION#: F-6417 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED 4 FRAMING GENERAL NOTES 1. ENGINEERED DESIGN 1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS ISSUED BY THE CITY OF FORT WORTH, TEXAS 1.2 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FOR A BASIC WIND SPEED OF 90 MPH PER INTERNATIONAL RESIDENTIAL CODE,2009 EDITION 1.3 PER IRC R301.1.2 THE EXTENT OF THE ENGINEERED DESIGN "SHALL ONLY DEMONSTRATE COMPLIANCE OF THESE NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS' 1.4 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPLIANCE WITH THE I.R.C. 2. WOOD SPECIFICATIONS 2.1 ALL STUDS SHALL BE SPF STUD GRADE OR EQUIVALENT. 2.2 SILL PLATES SHALL BE PRESSURE TREATED #2 S.Y.P. 2.3 RAFTERS AND JOISTS SHALL BE #2 S.Y.P. WITH A MODULUS OF ELASTICITY, E=1,600,000 psi UNLESS NOTED OTHERWISE. 2.4 HEADERS AND BEAMS, WHEN SPECIFIED, SHALL HAVE A MINIMUM MODULUS OF ELASTICITY, E=1,800,000 psi, AND TABULATED BENDING STRESS, Fb=2400 psi, UNLESS NOTED OTHERWISE, 3. EXTERIOR WALL BRACING 3.1 THIS SHEET REPRESENTS THE EXTENT OF THE LATERAL BRACING WHICH NEEDS TO BE INSTALLED TO COMPLY WITH SECTION R602.10 OF THE IRC. THERE ARE AREAS WHICH DO NOT CONFORM TO THIS SECTION. ENGINEERED SOLUTIONS AS SHOWN ARE PROVIDED TO ENSURE ADEQUATE PERFORMANCE WITH THE SYSTEM. 3.2 ALL STRUCTURAL PANEL SHEATHING, LOCATED AS SHOWN ON THE PLAN, SHALL BE 7/16" THICK PLYWOOD OR OSB. PANELS SHALL BE SECURED TO FRAMING WITH 1 1/2" LONG. 16 GAUGE STAPLES OR 8d COMMONS SPACED AT 3" O.C. AROUND THE EDGE AND 6" O.C. IN THE FIELD. 3.3 A 2x HORIZONTAL BLOCKING MEMBER SHALL BE INSTALLED AT ALL HORIZONTAL JOISTS FOR STRUCTURAL PANEL WOOD SHEATHING. THE BRACING PLAN AS SHOWN ON THIS SHEET SHALL BE REFERRED TO FOR THE BRACING LOCATIONS. 3.4 IF SIMPSON STRONGWALLS ARE TO BE USED, CONSIDERATION SHALL BE GIVEN TO PLACING THE ORDER WITH APPROPRIATE LEAD TIME (POSSIBLY AS MUCH AS 2 WEEKS) AS ALL PRODUCTS MAY NOT BE IN STOCK. 3.5 WHEN DRILLING INTO THE SLAB FOR HOLDOWNS OR ANCHOR BOLTS, CARE SHOULD BE TAKEN TO AVOID DAMAGE OF POST -TENSIONED CABLES. TOP PLATE — — — ELEVATION EXTEND HEADER ACROSS ALL OF THE JACK STUDS 7/16" PLYWOOD or OSB w/8d COMMON 11 1 " "' —1.11 1,,— "— " TOP PLATE NAILS @ ELEVATION 12 O.C. IN CRIPPLE STUDS AS REQUIRED (TYP.) I � 7116"orOSB ' ' I HORIZONTAL PANEL JOINTS. IF REQUIRED, SHALL OCCUR WITHIN 24" s I OF MID -HEIGHT. PROVIDE 2X BLOCKING W/ 16d SINKERS @ 3" O.C. ON EACH SIDE OF SEAM I I 8d COMMON NAILS @ 3" I I O.C.E.W. THIS AREA 2.SIMPSON HTT4 W15/8" DIA r. ANCHOR BOLTS; INSTALL W/SIMPSON SET EPDXY, 10" %• I EMBEDMENT (7" EMBEDMENT 1 I WHEN NO CURB IS PRESENT) \ 1 / HEADER- PROVIDE SOLID 2X Al nrKwr, PrTwcEN 1 TOP PLATE ELEVATION MIN. ONE FULL -HEIGHT STUD. ADD ADDITIONAL FULL -HEIGHT STUDS AS SPACE PERMITS. /16" MIN. FOR 8' HEIGHT '(REF. TO SWD/1 FOR STRONG / 18" MIN. FOR 9' HEIGHT WALL ALTERNATE WHERE MIN. 20" MIN. FOR 10' HEIGHT WIDTHS CAN NOT BE ACHIEVED 2-SIMPSON STH010 (INSTALL SEE PLAN FOR ), STRAPS ACROSS w BEFORE CONCRETE POUR) (TYP.)!/ HEADER TRANSITION BEAM SIZE (TYP 0 w 112" DIA ANCHOR BOLT; (2)2x4 JACK STUDS INSTALL w/ SIMPSON SET .. EACH END (TYP.) EPDXY, 7" EMBEDMENT n (ALTERNATIVELY INSTALL / 01-- 1/2" DIA. J-BOLT BEFORE KING STUD FASTEN 2X PLATE TO J_ --- P CONCRETE POUR.) 2-SIMPSON MST27 EACH END HEADER WITH 2 ROWS F— STRAPS or EQUAL (TYP.) OF 16d SINKERS @ 3" O.C. 2 (2) MSTA30 = (1) MST27 2-SIMPSON STHD10 (INSTALL Lu ° 1 #4 REBAR INSTALLED BEFORE CONCRETE POUR) X .. . .• IN SHEAR CONE PER 194 REBAR INSTALLED IN SHEAR CONE PER SIMPSON INSTALLATION REQUIREMENTS 1/2" DIA ANCHOR BOLT; DRILL AND INSTALL • •' •� ''.. w/ SIMPSON SET EPDXY, 7" EMBEDMENT ~, .a • • ' ' . "` ' [ALTERNATIVELY, INSTALL 1/2" DIA. J-BOLT } " +'' • : '. �. ' a •' (7" EMBEDMENT) BEFORE CONCRETE POUR] OUTSIDE FACE OF WALL 12"MIN NOTE: 1/2" ANCHOR BOLT IS NOT EXTERI9R WALL CORNER or EDGE 90 2ND FLOOR OS8 PANEL @LOSEST TO CORNE� A SEE ALTERNATIVE STAgGERED STUD STRAP pETAIL I i 11� 2ND FLOOR FRAMING — LATERAL BRACING DETAILS ¢� �. • ;.'•.. SIMPSON INSTALLATION REQUIREMENTS __----ALTERNATIVE ATTACHEMENT TO FOUNDATION INSIDE FADE OF WALL = HORIZONTAL PROJECTION REQUIRED WHEN 2-SIMPSON HTT4S ARE USED. BRACED WALL PANEL BETWEEN GARAGE DOORS "WHEN HEADER NOT CONTINUOUS DETAIL J BUILT-UP PORTAL FRAME SCALE: N.T.S UNLESS NOTED OTHERWISE, FLOOR -TO -FLOOR SHEAR WALL PANEL STRAPS ARE REQUIRED AT EXTERIOR WALL CORNERS ONLY 7116' PLYWOOD or <n' — OSB SHEAR PANEL 2ND FLOOR STUD A EACH END OF �. 2ND FLOOR PLYWOOD or OSB SHEAR WALL PANEL i ll 2 F Q PLYlCOD or _W ///�liv, I V I d OOR ELEVATION / A�✓" j/ iS :A: 1ST FLOOR TOP I- PLATE ELEVATION 1ST FLOOR PLYWOOD or OSB SHEAR WALL PANEL (WHEN PRESENT) -3- \—ADD 1ST FLOOR STUD AS REQUIRED WHEN STUD A SPACING BELOW IS OFFSET FROM STUD SPACING ABOVE, or USE ALTERNATE STAGGERED STUD STRAP DETAIL. I 2ND FLOOR ' ? - STUD WALL _ cy I PLYWOOD or �OSB SUBFLOOR O J m Z Q w Z n �I c _ STRAP O � m u U n — zO w — U p 2ND FLOOR FRAMING ? Zw V) u_ Z - RIMJOISTor BLOCKING v 1 ST FLOOR STUD WALL SECTION A -A TYPICAL FLOOR -TO -FLOOR SHEARWALL PANEL STRAP DETAIL SCALE. N.T.S PLYWOOD rr OSB SHEAR WALL PANEL r—FOLLY NAIL STRAPS TO * / 2ND FLOOR RIM JOIST or ®LOCKING -2ND FLOOR FRAMING 4MAY011,61 LOOR TOP : ELEVATION STAGGEREDIST FLOOR STUD 8" MAX. ALTERNATIVE STAGGERED STUD STRAP DETAIL ,N .. ' ��P....FTFgS' it IGOR I TEPLITSKIY % %................................ �t .o'. 94973 (tt�0.c ./CENSQ s* V Z Z G 0 c�> 2 OOZ 5 H V W X Q ZOYWH- _O- -jQ�Z Q> °ww = J Z O Q g 0>0 w LL w -j co (D Q Z � a DTL/2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 20-150262 ,% CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED /j PERIMETER NAILING: 10d COMMON NAILS 7/16" AT 6" O.C. PLYWOOD]// or OSB INTERIOR SUPPORT NAILING. / 10d COMMON NAILS AT 12" O.C. Yt 0 BLOCKING r RAFTERS x BLOCKING CEILINGJOISTS CHIMNEY FRAMING ELEVATION TYPICAL CHIMNEY WIND BRACING DETAIL SCALE: N.T.S 2x4 CONNECTED WITH 10d COMMON NAIL AT 12" O.C. 20 BLOCK TYPICAL AT CORNERS AT 4'-0" O.C. EACH SIDE (2)2x4 EACH CORNER 7/16" PLYWOOD or OSB AROUND PERIMETER; NAIL WITH 10d COMMON NAILS AT 6' O.C., @ PANEL EDGES AND 12' O.C. AT INTERIOR SUPPORTS SECTION Y-Y CHIMNEY FRAMING PLAN SCALE: N.1 3-SIMPSON SDSl/4x4.5 WOOD SCREWS INTO EACH SIDE OF CHIMNEY FRAME AT RAFTER AND CEILING PENETRATIONS. II SECTION X-X CHIMNEY FRAMING PLAN SCALE N.T.S SEE PLAN FOR HEADER SIZE ARCHITECTURAL FASCIA z 1/2" DIA. THRU-BOLT @ 24' O.C., TYP. OPENING BELOW STEEL LINTEL - SEE SCHEDULE TYPICAL LEDGER ANGLE SUPPORT DETAIL SCALE: N.T.S STUD BEYOND 112" DIA ANCHOR ROD IT' EMBEDMENT) @ 6'-0" WASHER AND O.C. MAXIMUM ALONG EXTERIOR WALL LINE, NUT REO'D — �/�— WITHIN 12" OF WALL CORNERS, AND WITHIN 4" TO 12" OF SILL PLATE BUTT JOINTS. DRILL AND PRESSURE TREATED 2x SILL INSTALL w/ SIMPSON SET EPDXY (ALTERNATIVELY, PLATE (#2 S.Y.P. or EQUAL) INSTALL J-BOLTS BEFORE CASTING THE SLAB) TOP OF CONCRETE ELEVATION � I SEE SHEET NOTE 2 0 ANCHOR BOLTS STUD BEYOND SIMPSON MAS MUDSILL ANCHORS @ 54" O.C. MAXIMUM ALONG EXTERIOR WALL LINE, WITHIN �h-- 12" OF WALL CORNERS, AND WITHIN 4" TO 12" PRESSURE TREATED 2x SILL OF SILL PLATE BUTT JOINTS. (INSTALL BEFORE PLATE (92 S.Y.P. or EQUAL) CASTING THE SLAB) TOP OF CONCRETE ,"I' INTERSECTION POST ELEVATION HUC2xTF CAP SEE SCHEDULE (x=DEPTH OF JOIST) C INTERSECTION POST CAP SEE SCHEDULE POST COLUMN —\ /_ POST COLUMN SEE SHEET NOTE 2 POST BASE SEE SCHEDULE POST BASE SEE SCHEDULE 518"ANCHOR ROD INSTALLED WITH SIMPSON SET EPDXY (4" EMBEDMENT) TYPICAL EXTERIOR POST ATTACHMENT DETAIL SCALE: N.T.S 0MUDSILL ANCHORS TYPICAL EXTERIOR WALL SILL PLATE ATTACHMENT DETAIL (USE METHOD 1� or 2� ) SCALE: N.T.S POST COLUMN CONNECTION SCHEDULE (SIMPSON) POST CAPS POST SIZE L" INTERSECTION "T" INTERSECTION 4 x 4 LCE4 (EACH SIDE) AC4 (EACH SIDE) 6 x 6 LCE4 (EACH SIDE) AC6 (EACH SIDE) 8 x 8 BC8 BC8 lox 10 LCE4 (EACH SIDE) (2)LCE4 (EACH SIDE) 12 x 12 LCE4 (EACH SIDE) (2)LCE4 (EACH SIDE) NOTES: 1. USE SIMPSON Z-MAX FINISH or USP EQUIVALENT FOR POST CONNECTORS WITH PERMANENT EXTERIOR EXPOSURE. 2. USE PRESSURE TREATED LUMBER WHEN WOOD IS PERMANENTLY EXPOSED TO THE ENVIRONMENT. GENERAL FRAMING DETAILS EXTEND SHEATHING 2 STUD SPACES (O.C.E.W.) SIMPSON LSTA30 or EQUAL I w/22-tOdNAILS I HIGH TOP PLATE p ELEVATION I LOW TOP PLATE I / ELEVATION DBL 2x SOLID BLOCKING 7/16" PLYWOOD OR OSB SHEATHING wl Bd COMMON NAILS @ 6" O.C. @PANEL EDGES AND @12"O.C.IN FIELD — / -( f •'' ` .' (2)1/2" DIA ANCHOR BOLTS, INSTALLED WfSIMPSON SET EPDXY (7" MIN EMBEDMENT) TYPICAL TOP PLATE ELEVATION CHANGE DETAIL SCALE, N.T.S PRE -APPROVED STRUCTURAL CONNECTORS CROSS REFERENCE TABLE SIMPSON USP STRUCTURAL SIMPSON USP STRUCTURAL STRONG -TIE CONNECTORS STRONG -TIE CONNECTORS I A34 MP34 LTS12 LTS12 i ABUn PAU44 LTP4 MP4F I ABU PAU66 LUS26 JUS26 I AC4 PBS44 LUS26.2 JUS26-2 I AC6 PBS66 LUS26-3 JUS26-3 I CS16 RS150 LUS28 JUS28 I H3 RT3 LUS28.2 JUS28-2 I H4 RT3 LUS28-3 JUS28-3 I HGA10 HGA10 LUS210 JUS210 I HHUS410 THD410 LUS210-2 JUS210-2 I HHAS5.50/10 THD610 LUS210-3 JUS210-3 I HTT16 HTT16 MAS FA3 I HTT22 HTT22 MST27 KST227 I HU2-3 HU210.3 SPH4 SPTH4 HU2 .3 HU212-3 SPH6 SPTH6 I HU4 HU48 U410 SUH410I I LSTAJ39 LSTA24 U414 SUH414 LSTA LSTA30 �,__ POST BASE ABU44 ABU66 ��Q .• 1,45�1 ABU88 *••�Y , * ,I c61212 IGOR I TEPLITSKIY 94973 ; rt �'o'•• <<c �o •� �`�� i ENS. '�� .o ••. • r J �S 7 A k sS/O Ate- IN r TX FIRM REGISTRATION#: F-6417 V Z C Z i� Z I i 00 _ V D W X Q Z Q Y LLJ ~ 0 O N W _J Z Q � co W J W Z d Q Z 0 O Q ,^ W � U V Q L Z < g� a of w Y U D o ~ o J N w z¢ 0 0 o z m w w� < 0 � � DTL/3 JOB NUMBER 20-150262 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED �i SHEATHING BRAND PRODUCT ALLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS LABEL ENERGY BRACE 0.106" STRUCTURAL BRACE RED TABLE"A" - INSTALLATION SCHEDULE FASTENERS TYPE 7/16" CROWN x 1-1/4" LEG, No. 16 GAUGE GALVANIZED STEEL STAPLES or No. 11 GAUGE, 1-1/4" GALVANIZED STEEL ROOFING NAILS SPACING PANEL EDGE IN FIELD 3" O.C. 6" O.C. THERMO-PLY 0.113" STRUCTURAL GRADE RED SAME AS ABOVE 3" O.C. 6" O.C. (STORM BRACE) SHEATHING STAR R STRUC 0.625" RED SAME AS ABOVE 3" O.C. 6" O.C. THERMO-PLY 0.137" SUPER STRENGTH BLUE SAME AS ABOVE 3" O.C. 6" O.C. SHEATHING 7/16" CROWN x 1-1/2" LEG, No. 16 GAUGE GALVANIZED FIBER BRACE 0.500" STRUCTURAL N / A STEEL STAPLES or No. 11 GAUGE, 1-1 /2" GALVANIZED 3" O.C. 6" O.C. STEEL ROOFING NAILS TABLE "B" - MINIMUM LENGTH OF PANEL FOR VARIOUS PLATE HEk,HTS SHEATHING TOP PLATE HEIGHT ABOVE FLOOR MINIMUM LENGTH OF PANEL BRAND PRODUCT LABEL H 5 10' T_6" ENERGY BRACE 0.106" STRUCTURAL BRACE RED 10' < H 5 12' 91_0" 12' < H 5 14' 91_0" H 5 10' T_6" 0.113" STRUCTURAL GRADE THERMO-PLY (STORM BRACE) SHEATHING RED 10' < H 5 12' 91_01, 12' < H 5 14' 91_0" Hs10' T.6" STAR R STRUC 0.625" RED 10' < H 5 12' 9'-0" 12' < H < 14' 91_01, H 5 10' T.6" 0.137" SUPER STRENGTH THERMO-PLY SHEATHING BLUE 10' < H 5 12' 91_0" 12' < H <- 14' 91_01, H < 10' T-6" FIBER BRACE 0.500" STRUCTURAL N / A 10' < H <_ 12' 9t_0" 12' < H 5 14' 91_0" H 5 10' 5'-0" DENS GLASS 0.500" STRUCTURAL SILVER 10' < H 5 12' 6-0" MOLD RESTART 12' < H 5 14' I P_0" NOTES: i. VERIFY THAT ENOUGH WALL SPACE IS AVAILABLE FOR OSB PANEL SUBSTITUTIONS 2. THE HEIGHT -TO -LENGTH RATIO OF THESE PANELS SHALL NEVER EXCEED 2 TO 1 3. STUD SPACING SHALL NOT EXCEED 16" O.C. 4. PANEL EDGES MAY BE BUTTED or LAPPED 3/4"MINIMUM. 5. ALL VERTICAL PANEL EDGES SHALL OCCUR OVER STUDS. 6. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED WITH 2x LUMBER SIMPSON HANGER SCHEDULE FOR MULTIPLE -PLY BEAMS and CEILING JOISTS (TYPICAL UNLESS NOTED OTHERWISE ON PLANS) MEMBER SIZE FACE MOUNT TOP FLANGE 2x6 LUS26 JB26 (2)2x6 LUS26-2 HUS26.2TF 3 24 HU26-3 N / A xB LUS26 JB28 (2)2x8 HUS28.2 HUS28-27 3)2x8 HU26.3 N I A 10 LUS28 JB210 (2)2x19 LUS210.2 HUS210.2TF (' )1 0 HU210-3 HU210-37 2xi2 LUS210 JB212 (2)2xl2 LUS210.2 HUS212-27 (3)2x12 HU212-3 HU212-3TF NOTES: 1. SCHEDULE BASED ON NO POINT LOADS APPLIED TO BEAMS OR JOISTS. 2. SPECIALITY BEAM (LVL's, LSL's, PSL's, etc.) HANGERS WILL BE CALLED OUT ON THE PLAN. 3. REFER TO SIMPSON CATALOG FOR INSTALLATION GUIDELINES, 4. HANGER SCHEDULE BASED ON THE USE OF S.Y.P. LUMBER. v HEADER SCHEDULE ref.2009 I.R.C. 0 TABLES R502.5(i) 8 R502.5(2) HEADER INTERIOR & EXTERIOR WITH ROOF AND CEILING LOCATION SIZE SPAN # OF JACK STUDS (2)24's 4'-2- 1 (2)2x8's 5'4" 2 (2)2x10's 6'-6" 2 (2)2xl2's T-6" 2 EXTERIOR WITH (1) F .00R ABOVE HEADER LOCATION SIZE SPAN # OF JACK STUDS (2)2x6's 3'4" 2 (2)2x8's 4'-6- 2 (2)2x10's 5'-6" 2 (2)2xlTs 6'-5" 2 INTERIOR WITH (1) FL )OR ABOVE HEADER LOCATION SIZE SPAN # OF JACK STUDS (2)2x6's T-6" 1 (2)2x8's 4'-5• 2 (2)2x10's 5'.5" 2 (2)2xl2's 6'.3" 2 EXTERIOR WITH (i) CLEAR S BAN FLOOR ABOVE HEADER LOCATION SIZE SPAN # OF JACK STUDS I (2)2x6's 3'-0' 2 (2)2x8's Y-10" 2 (2)2x10's 4'-8" 2 (2)2xl2's 5-5" 3 NOTE: i. ANY HEADER SPANS AND SIZES NOT COVERED ABOVE TO BE NOTED ON PLAN 2. SIZES AND SPANS BASED ON #2 S.Y.P. (IF OTHER, SEE PLAN) 3. FASTEN PLYS TOGETHER WITH 16d COMMON NAILS @ i6' O.C. ALONG EACH EDGE 4. ANY HEADERS FALLING UNDER A FLOOR SYSTEM NOT DESIGNED BY NORTEX, SHALL BE DESIGNED AND SIZED BY FLOOR SYSTEM MANUFACTURER (2-PLY) ENGINEERED (2)2x8 @ 18" O.C. BEAM [MATCH HEIGH' OF I -JOIST FRAMING] B 3/4" OSB SUBFLOOR r O O INSTALL WASHERS ` @ EACH BOLT Ft1\/1 (2)2x4 KICKER BRACE @ 18" O.C. B `MINIMUM (3)10d COMMON NAILS ATTACH TO BEAM AND UNDER EACH DIAGONAL STRUT ADJACENT I -JOIST (NOT SHOWN) 2x2 LEDGER W/ 10d COMMON NAILS @ 4" O.C. GENERAL FRAMING DETAILS NOTES: 1. REFER TO SHEET DTL-1 FOR GENERAL NOTES. 2. ALL FASTENERS (INCLUDING NAILS, SCREWS, BOLTS, AND THREADED RODS) IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED (NORTEX RECOMMENDS Gi85 GALVANIZING). ALL SIMPSON CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE THE Z-MAX FINISH. STEEL LINTEL SCHEDULE HEIGHT OF VENEER Cz u Z I r STEEL ANGLE O O OtLL I }/ PER TABLE CLEAR SPAN I I I I BRICK = 40 LBS. / FT. SQUARED LINTEL CLEAR SPAN (FEET) SIZE 3 1 4 1 1, 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 HEIGHT OF BRICK 3 1/2 x 3 1/2 x 1/4 32 18 10 5 3 2 1 i< 4x31/2x114 23 15 8 5 3 2 1 5x31/2x3/8§M&><24 9 6 5 3 2 2 1 6x4x318 16 11 8 6 5 3 3 2 2 1 7x4x112 23 17 12 9 7 6 5 4 3 8x4xi/2 �� 24 18 14 11 9 7 6 5 STONE = 60 LBS. / FT. SQUARED LINTEL CLEAR SPAN (FEET) SIZE 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 i6 1 17 HEIGHT OF STONE 31/2x3l/2xl/4 21 12 6 3 2 1 4x312xi/4 15 10 5 3 2 1 5x31/2x3/8 22 15 9 6 4 3 2 122 22 i6 ii 7 5 4 3 2 2 1 7x4x1/2 22 15 11 8 6 5 4 3 8x4xl/2 22 i6 12 9 7 6 4 47311 NOTES: A. STEEL ANGLE SIZES ARE BASED ON L/600 DEFLECTION CRITERIA B. REFER TO PLAN FOR AREAS WITH HIGHER CLEAR SPAN THAN 17' C. CHART NOT APPLICABLE FOR GARAGE AREAS (SEE PLAN) D. GABLE AREAS NOT INCLUDED (SEE PLAN) 3/4" OSB 1'-6" MAX. BEAM LENGTH SUBFLOOR L4x4x114 �DOUBLE (A36 STEEL) w/ (6) (2)2x8 POSITIONED 1/2'-DIAM.BOLTS �TIGHT AGAINST BEAM 0 N A+++ TYPICAL CANTILEVERED LEDGE FRAMING DETAIL SCALE: N.T.S 2x2LEDGER SECTION B-B SCALE: N.T.S 2x4 STRUT EACH SIDE. ATTACH WI (4)10d COMMON NAILS. FURR OUT LEDGE AS REQUIRED ' S�A�EOFTFXgs�II IGOR I TEPLITSKIY �............ .... .... ... ...../ 94973 ; {� 0.*' 4/CENStiP-",,g��i s lop TX FIRM REGISTRATION#: F-6417 ko V o N Z W Q Q � LL Z a Oz F- O F- H ()prwx a z 0Y _ 0 Q O � W Z LyJ�cn W 2 coW W = J Z Z a Q a > ~ o � �Lu_j a4tQ Z cr n0 IL m w ocn GFD / 1 JOB NUMBER 20-150262 �j CiTY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES LATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIIGHT-OF-WAY. ALL CHANGES ►v►LIST BE APPROVED SHEATH WALL AREAS ABOVE, BELOW, AND ADJACENT TO OPENINGS WITH 1/2" GYPSUM TOP PLATE SHEATHING ON BOTH SIDES. 2x ELEVATION BLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHALE',,,"",", OCCUR OVER STUDS, USE 1/2" GALV, ROOFING NAIL OR STAPLE x 1 5/8" LONG: OR 1 5/8" SCREWS TYPE W OR S AT 7" O.C. FOR EDGE AND FIELD. OR LET -IN BRACE @ BOTH ENDS OF WALL RED T-PLY IS AN ALLOWABLE SUBSTITUTION FOR GYPSUM SHEATHING, SEE GFD/1 FOR NAILING PATTERN & OTHER REQUIREMENTS. PROVIDE BLOCKING @ ALL HORIZONTAL JOINTS. NOTE: THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER FROM ACTUAL CONDITIONS SHEATH WALL AREAS ABOVE, BELOW, AND ADJACENT TO OPENINGS WITH 1/2" GYPSUM _ SHEATHING ON BOTH SIDES. 2x BLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL PANEL JOINTS, AND VERTICAL PANEL JOINTS SHAL OCCUR OVER STUDS. USE 112" GALV. ROOFING NAIL OR STAPLE x 1 5/8" LONG: OR 1 5/8' SCREWS TYPE W OR S AT 7" O.C. FOR EDGE AND FIELD. OR LET -IN BRACE @ BOTH ENDS OF WALL RED T-PLY IS AN ALLOWABLE SUBSTITUTION FOR GYPSUM SHEATHING. SEE GFD/1 FOR NAILING PATTERN & OTHER REQUIREMENTS. PROVIDE BLOCKING @ ALL HORIZONTAL JOINTS. NOTE: THE ELEVATION SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER FROM ACTUAL CONDITIONS NOTE: USE A METALLISCANNER TO LOCATE EXISTING CABLES c TYPICAL HALLWAY OR ROOM (WHEN PRESENT) REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED TYPICAL DOOR OPENING (WHEN PRESENT) 45 DEGREES (MIN.}/ To \ OR 60 DEGREES (MAX.) 1x4 NOTCHED INTO STUDS, NOTCH MUST BEAR ON DIAGONAL or BE REINFORCED WITH METAL STRAP. DETAIL IL FIRST FLOOR INTERIOR SHEATHING DETAIL SCALE: N.T.S REFER TO LATERAL BRACING PLAN FOR EXTENT OF SHEATHING REQUIRED TYPICAL HALLWAY OR ROOM TYPICAL (WHEN DOOR PRESENT) OPENING (WHEN PRESENT) 45 DEGREES(MIN.F-/ TO \ OR 60 DEGREES (MAX.) 10 NOTCHED INTO STUDS. NOTCH MUST BEAR ON DIAGONAL or BE REINFORCED WITH METALSTRAP. DETAIL IU SECOND FLOOR INTERIOR SHEATHING DETAIL SCALE:N.T.S INTERIOR BRACING DETAILS TOP PI ATE ELEVA HON INSTALL SIMPSON 1/2" x 5" LG. TITEN HD (THD50500H) WITHIN 6-0" OF BOTH END OF WALL PER MFG.'S INSTRUCTIONS TOP PLA I F ELEVATION 3,000 PSI CONCRETE FLOOR JOIST Nil ' S�P�EOFTF��s�IJ - 't''.•.•`..::::::=:-fir IGOR I TEPLITSKIY rr 94973 _ r� ��.c�' �ICENS��••'�a�� TX FIRM REGISTRATION* F-6417 V Z N Z 0 W Q � Q � LL Z a 00 m H F- V Q W Q Z Y (2 O J O (n LLj J Z w=mww Q JLLIZd = Q Z O Q CD Lu _j LO C7 z Z Q� a It Y U 0 0 ~ o J N W 0 o Z m W J 0 0 w IBD / 1 JOB NUMBER 20-150262 CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT -OF-WAY. ALL CHANGES MUST PE APPROVED R318.1 Subterranean Termite Control Methods 1. Chemical termiticide treatment in accordance with Section R318.2. 2. Pressure -preservative -treated wood in accordance with the provisions of Section R317.1. R319.1 Address Identification Buildings shall be provided wit" approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the propl�rty. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. -0 1/4" 3B" DVFP TOP 3' DOOR AND WINDOW NOTES: EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44"ABOVE THE FINISH FLOOR HEIGHTAND SHALL HAVE A MINIMUM OPENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY BUILDER PRIOR ORDERING FACTORY DIRECT VENT FIREPLACE TO BE INSTALLED AS PER R1004 HOME SHALL HAVE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AS REQUIRED BY R303.1 AND M1507.3 Fi AtmAgnE P E & c'g . toy aco[o .iQC.. UtjVfvtEn NOT PCJC , ; lJW I AJOI=OXS - -- T-0 1 /4" cr Bulft-In Gab ud NOW Top 4 3' 1 —SHIPLAP - HORIZONTAL GREATROOM 10'-1 1/8" GLG WOOD 1 B'-10" X 14'-10" 36" HIGH 15LAND DINING — — — — — 10'-1 1/8" GLG r — — — WOOD (2) FLOATING SHELVES �D Mudicaer -- ---'- - - Cab ud 65M. 10'-1 1/8" GLG -- FLOATING GAB WOOD 4'-0" X 5'-11" 5' 2" 4'-2.1/16"8 9/" 2, BEAM SUPPLIED BY FSDESIGI4 SET @ 8'-b" AFF I FD15 f F P6k e t • i5� -12' _ - 4'-11 15/16" - -- 5'-2 1l2" 0 / PAT4N'- M � a I (V 17 in - 4'-2" —-T= 6'-8 112' i/ I I I _J11. KITCHEN 10'-1 118" GL6 WOOD 0 I b" WALL 5 GAB T_ U ILM9tMKr Dryer 1 1l8" GLG In 'PANTRY -1 1 /8" GL WPWDROOD 'O 2'-8" X 5'-8' FD04 VLT ' 6" TO6' " GLG 64„ I I S r M9S • 6ARA6E 10'-1 1/8" GLG CONCRETE 1T-111X 1T-11" BEAM SUP IED BY F. E516N SET 8'-6" AFF - 3_ 3' 4'-21/16" m a - -6' 10 15/1 -- 20' l l/16" — m ENTRTQb Y40b'10_01" CNI i— — — — — — -- — — -- -- — U, I in I I UP 18-R I I 3,4„ 3'-4 CONCRETE (tl 20'-3 1/2" -- 31'-5 1/2" — 1ST FLOOR rAC 14'-9 1/2" SEE �ej&JAJec et>� � OVL S -OR r}JADE C S 31'-5 1/2" — V-6 1/2" 4' 4' V-3" 4'-0 1/2" :o as _ itl vAu. � O u's L o ry Q �D 0 � Ln :n 14'-9 1/2" OWNER'S RETREAT GPT VLT 19'-41/5" TO 26'-1 1/8" GL6 14'-5" X 16'-11" cV O 11E2 inter4uadc ReO Tub N 4" SHOWER G � OWNER'S BATH 20'-41/6" GLG TILE (HERRINGBONE) 101-0 1 /2" 0 r T" N BEDROOM 2 20'-41/8" GLG CPT 13'-11"X 10'-10" '-9 5/ 16" -�- 3'-8 1 2w15 CYw15 fV m r 1 ry *118" `Lc�c v Y in U. PAINTED BEAMS r I Cr C4 — — PAINTED BEAMS r O — BOXl T-4 1/8" TO 20'-41/8 i o PAINTED BEAMS 2-3" - 3'-4"- 3'4° 11 1 10'-10 1 /2" 2ND FLOOR 6'-1 1 /2" � m N a 51702 B"WALL w RAISE V`1NER'S CLST q} 1l8" L 0' 41/8" GLG 1" CPT u � '-1 � m r 1w15 - J in 8 13/1 BATH 2 WI 20'-4111" LG WIG a HALL ( RETCH - 5 RAI6H - U; 1 T-4118" GL r-4" X a'-+m CPT 20'-4118" GLG 4'-4" x 5'-11" CPT —I m 3'-5" X 1 T4' O I � 1 5D01 W ' � 1 5170 CV vAULr 1 m 5D06 BEDROOM 3 20'-41/6" GL6 PT 12'-2"GX 10'-11" GAMEROOM 20'-4118" GL6 CPT 20'-4' X 15-8" 8'-3 1/2"7 - 4' — cn r CV � o O (�yy (V CV N N CV N QX cXm?�XX'. � N'' Q('4'z ►LmXXXXxX', - - I (14NCLC4 LU v, a w to Q'. z (Y WWWV- 000 WRz tu W W Ul Lu >zzz~' LU LLI Q0) UT_0 00 _CgOtoL.Nto(!1tr1 2 d1 W D = = = = = = _ O w .j) ,o .o O 02v Q = ch " CA (n M Uwzzzw WctJOOdJOOO NpCOcO.OcOofdJ (t�'°mNcovNc�vc`pv O O U t1C W m �OOOOOr--� CV M V- Ln .- M Q Q Q z LL LL LL LL L LL L CVCVNCVNN w � >s in ►n i- r- Q XXXX < d�j10%Z1z C4 = (N C4 (X I(N zVWW 0000 O jFyzzzOOz Qwuvv��v = Ca to to to to Ul to tfi X VC D= = = = = = 002co�co�r-nco Q ti � CV CV .L) (T1 (n (Yl z zz� Z waJcoco'z(3dg N 1z .o .o .fl r- .o �ryCVtn(VCV(V 000.ZCoIzo O O lJL CV CV (V CV CV CV flt w In O (V O O O O O �QCIQQQ[] z to N to 0 to (D NNCV CV CV CV CVNCVCVN wry-' Lu crO� O� til� c� d3 O o C3 0 0� n ANXX WNXXXXX o Q �.UcO Q.fl.D.1J.O.O� dJ ►llXXX wXXXXXXXX x INNN 2rycVCVryNCVNCV cV V W W w W a- LU LU LLI T T X zzz od J W W W �tntntn tntoW W LU L1J �< <M LL Q4Q=JUIwQ �000 �OOvuvwOLraOX �www Nww%b06 Lu mo wWXXX WwXXzzzZXX—t,-Z- -1 [] ►i Q LL LL to til N to tL LL m Lu xx wJ mmm�m �xxx—x vgNN.- vA�NNNCV.-tVr- fir= �� m- - - - - - moo p=a Q.0Kr�covyco w W'OXi-O W O1zC3 03 %z0 ry I In '0 'z 2 (v m o .fl .o .o .fl .fl ('°vm.00covc�vmm..o.fl.00 v LxL LxL LxL . Y' �. ) . ua U_ 0 U_ CITY OF GRA " m � RELEASED FOR CC o I ISHEET: OF � J ELEASE DOES NOT AUTHOR w CONFLICT WITH THE BUILDING CODE OF J?pg NG �CITY APPROVED PLANS / 1GG BE W THE JOB SITE AT A UsvW �000 KSSS.�iS.Si BY: F A BUILDING INSPECTION DIISIM: RELEASE DOES NOT APPLY TO EASEMENTS OR PUBLIC RIGF ALL CHANGES MUST BI O V 0z�� A N O a w GO "d 1-d LLJ .--+ F..�.n :E o Pq QJ C v x H W t�j z W O Q Q � o a z V z W �o z W � 1--1 V DATE: 5/15/2020 DRAWN BY: NOTE: ROOFING 15 30 Y=AR GOMPO51TION 5HINGLE ALL MA50NRY VENEERED WORK SHALL BE IN5TALLED A5 PER 5EGTION R703.8 Anchored stone and masoiry veneer shall be installed in accordance with this chapter, Table R703.3(1) and Figure R703.8. These veneers installed over a backing of wood or cold -formed steel shall be limited to the first story above arai�e Dlane and shall not exceed 5 inches (127 mm) in thickness. See Section R602.10 for wall bracing r qulrements for masonry veneer for wood -framed construction and Section R603.9.5 for wall bracing requirements for masonry veneer for cold -formed steel construction. BOTTOI OF BEAM TO E 5ET AT WINDOW HEAD R HEIGHT 5-1/4" 5MOOTF T' Reveal b" TRIM 5X5 GEC 10" TRIP Hiahest Ridae �10OTH HARDIE LAP 510IN6 31 iTAL ROOF A5 5PEC Header 5.0' 4 WOOD BRACKET I 5-1/4" SMOOTH HARDIE LAP 510IN6 � T" Reveal 5X5 CEDAR COLUMN 10" TRIM_ Grade Level 0.01 I - I I I I I EXTERIOR ELEVATION A REAR I ] I I - I - I -_ � I W 0 V z O H BOTTOM OF BEAM W TO BE 5ET AT V WINDOW HEADER HEIGHT W o A � C 4x4 WOOD BRACKET 1;4 O a w Z 5-1/4" SMOOTH HARDIE LAP 51DIN6 j—i Fq z W 7 Reveal W p, to DATE: jk Header 90' 5/15/2020 4x4 WOOD BRACKET � I 4 CITY OF GRAPEVI ,DRAWN BY: RELEASED FOR CONS ,40mm O ° SHEET: OF: o SCALF- RELEASE DOES NOT AUTHORIZE CONFLICT WITH THE BUILDING CODE OR �1 '*vrade^revel br APPROVED PLANS TIC 1U THE JOB SITE AT ALL DATE: BY: BUILDING INSPECTION DIV EIQN- RELEASE DOES NOT APPLY TO CO EASEMENTS OR PUBLIC RIGH I -�� ALL CHANGES MUST BE 7 I, ON I 4AR NOTE: ROOFING 15 30 GOMP051TION 5HIN6LE I ALL MA50NRY VENEERED WORK SHALL BE IN5TALLED A5 PER 5EGTION R703.8 Anchored stone and masonry veneer shall be installed in accordance with this chapter, Table R703.30 ) and Figure R703.8. These i eneers installed over a backing of wood or cold -formed steel shall be limited to the first story above arade Diane and shall not exceed 5 inches (127 mm) in thickness. See Section R602.10 for wall bracing requirements for masonry veneer for wood -framed construction and Section R603.9.5 for wall bracing requirements for masonry veneer for cold -formed steel construction. Highest Ridge 2,.2' MH METAL ROOF ---- 4x4 WOODBRACKET - ---._ _ 8-1/4 SMOOTH HARDIE — LAP SIDING - 9" Reveal - — - -- — --- -- --_ — - -- Grado Level (i 0.0' 8-1/4" SMOOTH HARDIE LAP SIDING - T' Reveal 6" TRIM 4x4 WOOD BRACKET 8X8 CEDAR COLUMN 10" TRIM —� Grade Level AL 0.0' EXTERIOR ELEVATION A LEFT EXTERIOR ELEVATION A RIGHT METAL ROOF E 4 WOOD BRACKET GUT BACK OVERHANG -6-1/4" SMOOTH HARDIE LAP SIDING - T' Reveal —6" TRIM 8X8 CEDAR COLUMN —10" TRIM Grade Level 0.0' Highest Ridge 22.2' 7 _ Header 6-1/4" SMOOTH HARDIE - LAP SIDING - T' Reveal Ah To f Wall 10.1' �6" TRIM 8X8 CEDAR COLUMN �10" TRIM Grade Level o.0 s DATE: 5/15/2020 DRAWN BY: -11 �--------------� Y_dFGPAPP-tfi. L — — — — — — __—_ �� RELEASE F RCON ' &(bN 4: 12 L — — — — — — — — — — — — — — CRICKET TYP �- 1T`9 SHEET: OF I SCALE: RELEASE DOES NOT AUTHum t-rwtlKrl� CONFLICT WITH THE BUILDING CODE a CITY APPROVED PLANS E KEPT ROOF PLAN THE JOB SITE AT DATE: BY: A-3 BUILDING INSPECTION DWISK) 1: RELEASE DOES NOT APPLY TO I`I EASEMENTS OR PUBLIC RI ALL CHANGES MUST E z c FA y` II UPLIGHT/O e �CT I _ t <"_ (PATIO V1Fi' f"fFb" GLG' � � CONCRETE Py 6'-1 1 /2" 3'-E FAN ONLY ` I +or- \ — T-11 /2" 4 - GREATROOM \ t 3d a I \ 1KI v UPLIG 118"ENq' 21114„'r *NING / - - --- - W- 1/8" GLG F _SOD UPLIGHTQI 3:) a �H I UY� — TILITY 0 10'-1 11 8" GLG /8" GLG WOOD py/ so / I � PANTRY —LE5LIGHT U R GAB ® 10'-1 1/8" GLm r,vv✓ li " UPLIGHT1D VLT 8' TO G ` \ AR 1 ¢AGE 10'- 118" GLG GO�RETE Fcs CT L 77 LIGHT ABOVE n\ woo i — — — — — — — — — — — — — — -- 3 I UPLIGHT 0 LP 18-F � I / I 4r� s t�l�r SP Cr -� `d- p�y PORCH � / N GLG 1ST FLOOR 0159-- A40-D '5&w9L VrMC-_r0R- ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION 0 d-110 Single Upflood, Ceiling Fan, Flood ❑® Q Ventilation Fans: Ceiling Mounted, Wall Mounted (K [3 Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed Eyeball, Recessed Can, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, ® Wall Sconce Chandelier Light Fixture 0 Fluorescent Light Fixture a o a Undercabinet / Overcabinet Lighting 9 240V Receptacle Q ",P "Co ® 110V Recept: Duplex, Weather Proof, GFCI, Floor $ '$ Switches: Single Pole, Weather Proof, 3-Way, 4-Way $ '$ t Switches: Dimmer, Timer, Jamb (Door) Q EP LV Cabinet, Soft Conduit sus sa aP Subwoofer, Speakers: Ceiling Mounted, Wall Mounted T Wall Jacks: TV/Cable Z Z Media Outlet, Multiport Jack, Telephone Jack Intercom Q Thermostat o Q Door Chime, Door Bell Button ® Q e Smoke Detectors: Combo(Smoke/CO2), Ceiling Mounted, Wall Mounted EP 200 AMP Electrical Breaker Panel / Gas NOTE: RECEPTACES TO BE INSTALLED TO CITY CODE LOCATIONS ARE SHOWN IN GENERAL INSTALLATION COULD DIFFER IN FIELD RECEPTACLES IN KITCHEN BACKSPLASH TO BE INSTALLED HORIZONTAL W/ 40" H.H. GFCI RECEPTACLES TO BE INSTALLED IN ALL BATHROOMS AS REQUIRED BY 210.52(d) AND 210.8(a) ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION AS REQUIRED BY 210.12 COMBINATION CARBON MONOXIDE/SMOKE DETECTORS TO BE INSTALLED OUTSIDE SLEEPING AREAS OWNER'WB 20' 4 GLG TILE RRINjffNE) / SECUf� Af -'- — 47 • FAN ONLY \ \ ( CHAISE' _ u_ "INER'S GL5T OWNER'S RETREAT q 1l8" 4 i - 20'-4G� GLG CPT YL7 19'-4 7l8" TO 26'.1 1/8" GLG — 14'-5" X 16'-11" _-^ ds o AI - — - a; I / BATH 2 20'41/8" GLG I WIG HALL TILE ( H - GH - U) 19'-4 7/8" GLG —� CPT 47 AU VLT � / � \ � ' T BLOCK 8 BRACE \ FOR FUTURE -AN DROOM 2 0 20'-41/6" GLG Z CPT VAIRT BLOCK 8 BRACE FOR FUTURE FAN A �I � I .. F_ 18 R I 20'41/8" GLG r,PT I I � I --4- \ I 1 +-i \\ — — +BOX .4 — — t TO 5WITGH BELOW L-! I ----J BEDROOM 3 20'-41/8" GLG CPT I a 0 r -- 4o 1 - 1 'r FAN ONLY GAMEROOM 17 20'-41/8" GLG —,Cry— r- \/ VAIAT I � VAIAT IH H ry DATE: 5/15/2020 2ND FLOOR DRAWN BY: CITY OF GRAM' f�"" RELEASED FOR CONZ';�O N SHEET: OF: SCALE: RELEASE DOES NOT AUTHOR n>rt nv- CONFLICT WITH THE BUILDING CODE q-0 CITY APPROVED PLANS T, _N �_ Il1NV THE JOB SITE AT All DATE: BY: A-4 _ BUILDING INSPECTION C I eSM : RELEASE DOES NOT APPLY TO C,� EASEMENTS OR PUBLIC P,IGH ALL CHANCES MUST EE , 611 is �0 IU O z .O A b bt i.r Imp O �1 c� r, O O 0 V O U i Floor System - Designed by Others --—————— — — — — — — I I s I 1 I� i ILw ■ 1ST FLOOR FRAMING SCHEDULE NUMBER NAME QTY NOMINAL LENGTH TYPE F01 CEILING BEAM 2 2" X 11 1/8" 134" LVL F02 CEILING BEAM 2 2" X 12" 12 1/2" LUMBER F05 CEILING BEAM 2 2" X 12" 48 11/16" LUMBER F04 CEILING J015T 6 2" X 6" 50 1116" LUMBER FRAMING 5'HEDULE NUMBER NAME aTY NOMINAL LENGTH TYPE 501 CEILING BEAM 2 2" X 11 1/6" 169 1/8" LVL 502 CEILING BEAM 2 2" X 11 1/8" 111 1/2" LVL 503 CEILING BEAM 2 2" X 12" 49" LUMBER 504 CEILING BEAM 2 2" X 12" 51" LUMBER 505 CEILING BEAM 4 2" X 12" 54" LUMBER 1 506 CEILING JOIST 2 2" X 10" 125 5/8" LUMBER 1 501 CEILING J015T 2 2" X 10" 169 1/5" LUMBER 508 CEILING JOIST 5 2" X 10" 111 1/2" LUMBER 509 CEILING JOIST 1 2" X 10" 216 1/4" LUMBER I 510 CEILING J015T 2 2" X 10" 211 1/2" LUMBER I 511 CEILING J015T 2 2" X 6" 108 1/2" LUMBER I 512 CEILING J015T 5 2" X 6" 109 3/16" LUMBER I 513 CEILING JOIST 2 2" X 6" 26 1/2" LUMBER I 514 CEILING JOIST 1 2" X 6" 33 3/16" LUMBER I 515 CEILING JOIST 4 2" X 6" 35" LUMBER I 516 CEILING JOIST 4 2" X 6" 45 5/16" LUMBER I 511 CEILING J015T 2 2" X 6" 49" LUMBER I 518 CEILING JOIST 4 2" X 6" 51" LUMBER I 519 CEILING J015T 3 2" X 6" 53 1/2" LUMBER 1 520 CEILING J015T 1 2" X 6" 60" LUMBER I 521 CEILING J015T 2 2" X 6" 12" LUMBER I 522 CEILING J015T 5 2" X 6" l9 1/2" LUMBER 1 523 CEILING J015T 5 2" X 6" 98" LUMBER I 524 CEILING J015T 3 2" X 8" 129 3/16" LUMBER I 525 CEILING JOIST 1 2" X 8" 150 1/2" LUMBER I 526 CEILING J015T 6 2" X 8" 141 7/6" LUMBER I 521 CEILING J015T 2 2" X 8" 154 1/2" LUMBER 1 526 CEILING J015T 1 2" X 8" 51 1/2" LUMBER I ii w 4 1 �'I Q � z zW DATE: 5/15/2020 CITY OF GRAPEVINE DRAWN BY: 2ND FLOOR RELEASED FOR CONSTRgV R I I SHEET: OF: RELEASE DOES NOT AUTHORIZE A CONFLICT WITH THE BUILDING CODE OR ZC CITY APPROVED PLANS TO E THE JOB SITE AT ALL -i *0*% NU UKUm4ANt; 3/16" = 1'-0" NOTE: CEILING J015T 5PAN5 OVER UNINHABITABLE AREA5 BA5ED ONBLE R802.4(2) BY: I A_G J015T5 OVER HABITABLEA�REAt5 WILL BE BA�5ED ON TABLE R802.40) - gTLNgb#�ii'�A`i�rT ONCONS N CEILING J015T5 ARE #2 5OUTHERN PINE EASEMENTS OR PUBLIC RIGHT , ILI At ) r.HA Nr-,1=.S full U3T BE Al rmw r� R 2-1c 1 i I i F16 (16 (1b (r)bb (1) C1� `1b (76 16 Fib (,) Ft) F1b (Fib l Fib 1 I I I ROOF PLAN NOTE: ALL PURLIN5 SHALL BE INSTALLED A5 PER SECTION R502.5.1 PURLIN5. PURLIN5 ARE TO BEAR ON A BEARING WALL OR AN ENGINEERED WOOD PRODUCT SUCH AS AN LVL OR GLU—LAM IBEAM. INSTALL ROOF TIES AS REQUIRED AS OUTLINED IN R802.11 ROOF TIE —DOWN. NUMBER NAME F01 RAFTER F02 RAFTER F03 RAFTER F04 RAFTER F05 RAFTER F06 RAFTER Fol RAFTER F08 RAFTER F05 RAFTER F10 RAFTER F11 RAFTER F12 RAFTER F13 RAFTER F14 RAFTER F15 RAFTER F16 RAFTER F11 RAFTER F18 RAFTER F19 RAFTER F20 RAFTER F21 RAFTER F22 RAFTER F23 RAFTER F24 RAFTER F25 RAFTER F26 RAFTER F21 RAFTER F25 RAFTER F29 RAFTER F30 RAFTER F31 RAFTER F32 RAFTER F33 RAFTER F34 RAFTER F35 RAFTER F36 RAFTER F31 RAFTER F38 RAFTER F39 RAFTER F40 RAFTER F41 RAFTER F42 RAFTER F43 RAFTER F44 RAFTER F45 RAFTER F46 RAFTER F41 RAFTER F48 RAFTER F49 RAFTER F50 RAFTER F51 RAFTER F52 RAFTER F53 RAFTER F54 RAFTER FRAMING 5:HEDULF QTY NOMINAL_ 19 2" X 4" 2 2" X 6" 1 2" X 6" 1 2" X 6" 1 2" X 6" 2 2" X 6" 1 2" X 6" 1 2" X 6" 2 2" X 6" 2 2" X 6" 1 2" X 6" 2 2" X 6" 1 2" X 6" 1 2" X 6" 1 2" X 6" 26 2" X 6" 10 2" X 6" 2 2" X 6" 2 2" X 6" 2 2" X 6" 3 2" X 6" 1 2" X 6" 1 2" X 6" 5 2"X6" 5 2" X 6" 1 2" X 6" 1 2" X 6" 2 2" X 6" 1 2" X 6" 2 2" X 6" 2 2" X 6" l 2" X 6" 1 2" X 6" 1 2" X 6" 1 2" X 6" 2 2" X 6" 1 2" X 6" 1 2" X 6" 2 2" X 6" 1 2" X 6" 2 2" X 6" 2 2" X 6" 9 2" X 6" 1 2" X 6,- 1 2" X 6" 1 2" X h" 1 2" X 6" 1 2" X 6" 2 2" X 6" 2 2" X 6" 1 2" X 6" 1 2" X 6" 2 2" X 6" LEN<14 TYFF 381/1" LUMID ER 1013/8" LUMBER 1031/8" LUMBER 105 5/5" LUMBER 10615/16" LUMBER 1111/4" LUMBER 118 3/4" LUMBER 118" LUMBER 1211/4" LUMBER 122 5/8" LUMBER 122 V 6" LUMBER I 131/4" LUMBER I 13 3/1(7" LUMBER 13113/16" LUMBER 133" LUMBER 149 3/16" LUMBER 150 3/8" LUMBER 153 3/5" LUMBER 16 3/4" LUMBER 1691/4" LUMBER I 112 50' LUMBER I ,201 1/16" LUMBER I 205 3/8" LUMBER 211 10' LUMBER 2131/4" LUMBER 24 5/16" LUMBER 25" LUMBER 211/2" LUMBER 2813/16" LUMBER 281/5" LUMBER 291/16" LUMBER I 301/8" LUMBER 40 5/8" LUMBER 431/5" LUMBER 441/16" LUMBER 49 3/8" LUMBER 55 9/16" LUMBER 561/4" LUMBER 58 3/4" LUMBER 601/16" LUMBER I 601/8" LUMBER 651/4" LUMBER 1 1/4" 1 1 I )M13FR I 11 1/5" f LUMBER 14 1/2" 1 LUMBER j 14 5/fi" I 111MRER I 15 11/16" i LUMBER 1 86 3/4" I LUMBER I 81 1/2" I LUMBER I 90" I LUMBER 91 3/8" I LUMBER I 91 5/16" 1 LUMBER I 98 1/4" 1 LUMBER I 99 1/16" I LUMBER I F55 RAFTER RIDGE 1 2" X 10" 12 1/16" LUMBER F56 RAFTER RIDGE 1 2" X 10" 12 3/5" LUMBER I F51 RAFTER RIDGE 1 2" X 10" 140 3/4" LUMBER I F58 RAFTER RIDGE 1 2" X 10" 158 1/2" LUMBER F59 RAFTER RIDGE 1 2" X 10" 159 3/4" LUMBER F60 RAFTER RIDGE 1 2" X 10" 2 7/16" LUMBER F61 RAFTER RIDGE 1 2" X 10" 211 1/8" LUMBER a F62 RAFTER RIDGE 1 2" X 10" 221 1/2" LUMBER F v I F63 RAFTER RIDGE 2 2" X 10" 232 1/2" LUMBER K F64 RAFTER RIDGE 1 2" X 10" 21 1/5" LUMBER a F65 RAFTER RIDGE 2 2" X 10" 39l 1/4" LUMBER F66 RAFTER RIDGE 1 2" X 6" 12 9/16" LUMBER a I F61 RAFTER RIDGE 1 2" X 6" 11" LUMBER F66 RAFTER RIDGE 1 2" X 6" 319 5/16" LUMBER F69 RAFTER RIDGE 1 2" X 6" 34 1/4" LUMBER Flo RAFTER RIDGE 1 2" X 6" 38 1/2" LUMBER Fl1 RAFTER RIDGE 1 2" X 6" 54 1/16" LUMBER F12 RAFTER RIDGE 1 2" X 6" 62 1/16" LUMBER F73 RAFTER RIDGE 1 2" X 6" 81 1/16" LUMBER ii lJ DATE: 5/15/2020 DRAWN BY: OF GRAP& 19F =OR CONE i ' I'�N Ill OF: T.F- _ JOT AUTHORf WING CODE _7p"M(GjCQRBINAWE. D PLANS ts✓f CIN SITE AT A! BY: . INSPECTION I )T APPLY TO (- EASEMENTS OR PUBLIC RIG j ALL CHANGES MUST S t F02 See Boise literature for joist vertical load capacity. Boise Rim Joist Note: Minu.?x6 bearing plateimm rewired with 2" flange width & larger series joists. F14 z.em,mm�m �iw cain"nw� a �� b xaYplN - n om wM, m��smrr. j i ems ° MmanbnMNl pOb . � pw oeo�� xwr �. grnea �.ba+.�e+a bYli I W 1"Nn of pYt tyt b M bp! M bbtinbp. Gb�lcalllYb"„N . Ibllwtlba�eYlNbIN"rdllnIYl� 9 NMM 1MCv �YtlCaa Ns1i ': tiOb"nbM tlllq[illea - FOf Load bearing wall above (stacked over wall below) BCI'"Joist Blocking See Boise literature for vertical load capacity. F07 See Boise literature for vertical load capacity. `SeRoc�n''� Nail Boise Rimboard to BCI®joist with 8d nail into each flange. Start 16" o.c. Spacing ■ 10 Riml I Solid block all posts from above to bearing below. LL 2 2 2 2 2 2 2 4= E °tln1 sroy r..rznrwrw�� owl H1 F09 Load bearing wall above (stacked over wall below) o ZD O1 t n BM2 — -- •---—++ IIII IIII IIII ff �Jll n o a, EO °i � LL LL LL LL � LL LL li li IIII IIII IIII 10 ni _ J IIII FJ15 24" o.c. IDaclrl y J".42 L_, JII I L I , Lt5 t F 412 a =J12 =J12 2 is 11111rilillillw FJ 18-2 F10 Joist hanger Backer block (12" wide min.) Nail with 10- 1 Od nails. F13-F �nstall tight to top flange. y Filler block Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. Connector Summary PlotlD Qty Manuf Product H1 19 USP IHF1714 H2 15 USP IHF2314 H3 2 USP IHF3514 H4 2 IHF2314 H5 2 THF23140-2 Products Boise Joist Nlocking CF5�1�8d each side of web Use 3" (10d) nails at 6"o.c.through flange at bearing Load bearing walls i" j Minimum 1-3/4" bearing length Provide adequate bearing Nails placed 1-1/2" minimum from end of for each lapped joist. BCI®Joist to limit splitting PlotlD Length Product Plies Net Oty FJ1 29' 0" 14" BCI® 4500s-1.8 1 1 FJ2 23' 0" 14" BCI® 4500s-1.8 1 1 FJ3 21' 0" 14" BCI® 4500s-1.8 1 10 FJ4-2 21' 0" 14" BCI® 4500s-1.8 2 2 FJ5 18' 0" 14" BCI® 4500s-1.8 1 1 FJ6 11, 0" 14" BCI® 4500s-1.8 1 1 FJ7 10, 0" 14" BCI® 4500s-1.8 1 2 FJ8 9' 0" 14" BCI® 4500s-1.8 1 5 FJ9 7' 0" 14" BCI® 4500s-1.8 1 11 FJ10 TO" 14" BCI® 4500s-1.8 1 3 FJ11-2 TO" 14" BCI® 4500s-1.8 2 2 FJ12 2' 0" 14" BCI® 4500s-1.8 1 1 FJ13 23' 0" 14" BCI® 60s-2.0 1 19 FJ14-2 23'0" 14" BCI® 60s-2.0 2 8 FJ15 21' 0" 14" BCI® 60s-2.0 1 1 FJ16-2 21' 0" 14" BCI® 60s-2.0 2 2 FJ 17 14' 0" 14" BCI® 60s-2.0 1 1 FJ18-2 13' 0" 14" BCI® 60s-2.0 2 2 BM1 21' 0" 1-3/4" x 14" VERSA -LAM® 1.7 2650 SP 2 2 BM2 13' 0" 1-3/4" x 14" VERSA -LAMS 1.7 2650 SP 2 4 BM3 29' 0" 1-3/4" x 14" VERSA -LAM® 2.0 3100 SP 3 3 BM4 28' 0" 1-3/4" x 14" VERSA -LAM® 2.0 3100 SP 2 2 Rim1 12' 0" 1" x 14" BC RIM BOARD 1 6 Bk1 36' 0" 14" BCI® 4500s-1.8 1 1 LEVEL AND FLOOR CONTAINER NOTE F58 Double BCI'Joist F058 Connection Filler Block ee literature) :onditions. pRavIpe 51"C4!I1 A',U0 6i*c.E0 OA16puBr9 o C T_ 'S*EEsS T 6, �sPECTr�2 .4T- F�-A4I � INSPECTIGAJ foR FiIJ�+"� TiCVSSES� i.5 . Current Date: 5/11/2020 File Name: 453 Jones St.mmdl Level Name: 1 st Floor Building Code - Design Methodology: IRC 2018 Floor Container: Floor Area Loading is: Maximum Allowed Deflection FC2 1 40 Live Load & 10 Dead Load L/480 Live Load & L/240 Total Load i Builders Wd FirstSource www.BLDR.com 2800 Surveyor Blvd Carrollton, Texas 75006 V (972) 245-8531 902 North Mill Street Lewisville, Texas 75067 V (972) 221-7632 365 West Prosper Trail Prosper, Texas 75078 V (972) 346-3431 This layout and associated materials list has been prepared based on project plans and/or information provided to Builders FirstSource (BFS). It remains the responsibility of the builder, architect, designer, or other responsible persons to review this information to assure that it is appropriate, accurate, complete and complies with applicable building codes. N� zW IX HW �W 0< Zzin 0IX Ovj Z O CL W �Lu CL Z) �w WZZ c�70 �2 W =mow Z� corn LU o U m J J �� Q H w-> v� 1Q co IX J(� < Zpm Q� WZU) rn 0 1.— p� w� mwLu Wg<zz �a_J �F rn JZo0 °uj Qo Z=¢Y~} 00 N 3: F } Z Z = J W CO W Q~ Q J F_QS�S0N Q 0 S 0 J 0 Q Z W W Lu �Q2Z7OZ0�� .�LL 0.-g0^WQ _NOZo6mtivm2 u7 N 0 N o m N O N UJ m ui g a-+ X Z H m = N o 0 E c: O .> L � QCU E J V N U E 0 f0 O Q � O Y Z m Z O � MINIMUM DESIGN DATA LIVE LOAD 40 PSF DEAD LOAD 10 PSF TOTAL LOAD 50 PSF STRESS DURATION = 100% DEFLECTION CRITERIA CITY OF G PEVIW (MINIMUM) RELEASED FOR C�v - TE VISED ARCH. PLAN DATE SHEET: OF: xx-ixxxx RELEASE DOES NOT AUTFi0R0ff4kWW6PKr1N CONFLICT WITH THE BUILDING COD€hee NAME. CITY APPROVED PLANS TO MEiREPT OPJ THE JOB SITE AT ALL TIMES DATE: BY: BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF -WAY. ALL CHANGES MUST BE APPROVED 1,0-10WR CA& A 4 C= 4 N. Al r $&Pqovwn CA4 An W W1604 fk^W or#41" 49 Muf -rr c,.* aw AF; wirt4A WATER POPE SIZES "" ; i�+ film 07" .11) If i lAr I ST F=P, OF/"-N OCATION SIZE =4 tr "& "il-M W_414 + WK :44N WTOW-4 W or OIL L A 0:;tal WA w c4A AL i i100 DATL- VLMM CITY OF GRAPEVINE RELEASED FOR CONSTRUCM41A*N By. SHEET: OF: XCA"WIM RELEASE DOES NOT AUTHORIZE ANN 't113 CONFLICT WITH THE BUILDING CODE OR ZON 111 ; 9EMCE. CITAPPROVED PLANS TO B o -I THE JOB SITE AT ALL T1 F. KEEI DATE: BY: SHM% BUILDING INSPECTION DIVIS �J RELEASE DOES NOT APPLY TO CONST t- CTION IN EASEMENTS OR PUBLIC RIGHT-O AY. ALL CHANGES MUST BE AP)