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ZBA22-0009 Complete Plan SetX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X SCALE: 1' = 20'-0" w/ 11x17 CUSTOMER SIGNATURE: NOTE:ARCHITECTURAL PLANS TAKES PRECEDENCE OVER ALL DRAWINGS, ALL FINAL DECISIONS REFER TO PLANS PROVIDE BY DDSGARCHITECTURAL DEPARTMENT. PLOT PLAN IS APPROPRIATE PLACEMENT ONLY. BUILDER CAN VARY DUE TO ACTUAL BUILDING CONDITIONS. BUILDERIS FULLY RESPONSIBLE FOR ADHERING TO ANY AND ALL BUILDING LINES OR EASEMENTS OF RECORD OR THAT MAY NOT BO NOTED ON THE RECORDEDPLAT. BUILDER TO CONFIRM THAT THIS LAYOUT HAS NO CONFLICTS WITH THE INLETS OF UTILITY SERVICES. FINAL SURVEY WILL SHOW PLACEMENTOF HOUSE AND ALL FLATWORK, SUCH AS SIDEWALKS AS PRESCRIBED BY THE BUILDER, FLATWORK IS ONLY A REPRESENTATION. PLOT PLAN BUILDER: ADDITION:VISTA TRAIL ADDRESS:720 CIMARRON TRAIL. LOT: PHASE: N/A OPTION: DATE: DRAWN BY: CITY: PLAN:ELEVATION: SWING: BLOCK: NORTH DATE: NOTES: DDS GROUPJEFF TRIBES 6 4 N/A 05-05-2022 DDSG-A.A SOUTHLAKE N/A N/A LEFT LEGENDB.L. - BUILDING LINE D.E. - DRAINAGE EASEMENT P.A.E. - PEDESTRIAN ACCESS EASEMENT S.S.E. - SANITARY SEWER EASEMENT T.E. - TRANSFORMER EASEMENT U.E. - UTILITY EASEMENT W.M.E. - WALL MAINT. EASEMENT M.E. - MAINTENANCE EASEMENT V.E.- VISIBILITY EASEMENT - DRAINAGE FLOW - PROPOSED FENCE - CURLEX - RETAINING WALL - REQUIRED TREE PLANTING - REQUIRED BUSH -EXPOSED AGGREGATE CONCRETE - EXISTING FENCE SCALE: 1' = 10'-0" w/ 22x34 126126126126 126126 126126126126126126 PLUGCLNGWPGFIGFI1/2 HOT220SSD SYMBOL KEY 1 2 SIMPSON STHD10 or HTT5 HOLDOWN CS16 STRAPPING, 3' MINIMUM LENGTH ATTACHED TO STUDS BOTH FLOORS BRACED WALL PANEL - SEE DETAILS BWL BRACED WALL LINE DASHED LINE INDICATES STRUCTURAL SHEATHING FASTENING FOR THERMO PLY MAXIMUM STUDSPACING 16" FASTENING TYPE NO. 16 GAGE STAPLES 1" CROWN x 1 14" LEGS MAXIMUM FASTENERSPACING 3 - PANEL EDGES 6 - INTERMEDIATES SUPPORTS NOTE: 1) FOR TOP PLATE HEIGHTS EQUAL TO OR LESS THAN 12'-0" PROVIDE 2X4 CONTINUOUS STUDS @ 16" O.C. FOR TOP PLATE HEIGHTS ABOVE 12'-0" TO 17"-0", PROVIDE 2X6 CONTINUOUS STUDS @ 16" O.C 2) PROVIDE 2X6 @ 16" O.C. WALL STUDS SUPPORTING TWO FLOORS AND ROOF WITH MAX. 10' PLATE HEIGHT IN ACCORDANCE WITH TABLE R602.3.1 OF 2000, 2003, 2006, 2009 , 2012 & 2018 I.R.C. DDS GROUP SYMBOL KEY 1 2 SIMPSON STHD10 or HTT5 HOLDOWN CS16 STRAPPING, 3' MINIMUM LENGTH ATTACHED TO STUDS BOTH FLOORS BRACED WALL PANEL - SEE DETAILS BWL BRACED WALL LINE DASHED LINE INDICATES STRUCTURAL SHEATHING FASTENING FOR THERMO PLY MAXIMUM STUDSPACING 16" FASTENING TYPE NO. 16 GAGE STAPLES 1" CROWN x 1 14" LEGS MAXIMUM FASTENERSPACING 3 - PANEL EDGES 6 - INTERMEDIATES SUPPORTS NOTE: 1) FOR TOP PLATE HEIGHTS EQUAL TO OR LESS THAN 12'-0" PROVIDE 2X4 CONTINUOUS STUDS @ 16" O.C. FOR TOP PLATE HEIGHTS ABOVE 12'-0" TO 17"-0", PROVIDE 2X6 CONTINUOUS STUDS @ 16" O.C 2) PROVIDE 2X6 @ 16" O.C. WALL STUDS SUPPORTING TWO FLOORS AND ROOF WITH MAX. 10' PLATE HEIGHT IN ACCORDANCE WITH TABLE R602.3.1 OF 2000, 2003, 2006, 2009 , 2012 & 2018 I.R.C. DDS GROUP CODES AND SPECIFICATIONS:BUILDING CODE:THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE 2018EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC).NOTE: SECTION R301.1.3 OF THE 2018 IRC PERMITS ENGINEERED DESIGN OF BRACE WALLLINES AND BRACED WALL PANELS IN ACCORDANCE WITH THE 2018 IBC. "ENGINEERED DESIGNINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE IS PERMITTED FOR ALL BUILDINGSAND STRUCTURES, AND PARTS THEREOF, INCLUDED IN THE SCOPE OF THIS CODE."WOOD DESIGN:2012 EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOODCONSTRUCTION, ALLOWABLE STRESS DESIGN (ASD) OR LOAD AND RESISTANCE FACTOR DESIGN(LRFD)DESIGN LOADS: LATEST EDITION OF THE ASCE STANDARD 7-02 MINIMUM DESIGN LOADS FORBUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL ENGINEERSDESIGN LOADS (WOOD CONSTRUCTION):GRAVITY DESIGN LOADS:ROOF DEAD LOAD=15 PSFROOF LIVE LOAD=20 PSF2ND STORY FLOOR DEAD LOAD=25 PSF2ND STORY FLOOR LIVE LOAD=40 PSFATTIC FLOOR DEAD LOAD=10 PSFATTIC FLOOR LIVE LOAD=20 PSFHORIZONTAL DESIGN LOAD:WIND LOAD=15 PSFBASIC WIND SPEED DESIGN:3 SECOND GUST WINDSPEED OF 90 MPHAT 33 FEET ABOVE GROUND,EXPOSURE B.GRAVITY LOAD DESIGN:THE FIRST STORY AND SECOND STORY WALLS WILL BE CONSTRUCTED WITH 2X4 STUDS. THESECOND LEVEL FLOOR SYSTEM WILL BE CONSTRUCTED WITH DIMENSIONAL LUMBER (2X12),I-JOISTS, ENGINEERED LUMBER, OR OPEN WEB FLOOR TRUSSES. THE ROOF FRAMING WILL BEFRAMED WITH DIMENSIONAL LUMBER (2X6, 2X8, 2X10, 2X12) OR ENGINEERED LUMBER.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION.SILL PLATE CONNECTIONS - TO CONCRETE:ALL SILL PLATES SHALL BE TREATED.SILL PLATES UNDER EXTERIOR WALLS SHALL BE INSTALLED WITH 12" DIA. J-BOLTS CAST INTOCONCRETE WITH 7" EMBEDMENT. BOLTS SHALL BE LOCATED NO MORE THAN 6'-0" APART AND AT6" O.C. MAX FROM PLATE ENDS.BOLTS THAT CAN NOT BE CAST IN PLACE WITH THE CONCRETE SHALL BE RETROFITTED WITH THEUSE OF TITEN BOLTS, OR EQUIVALENT, 12: DIA. ALL THREAD RODS (ATR) WITH 7" MIN. EMBED ANDSIMPSON HIGH STRENGTH SET EPOXY SYSTEM, OR EQUIVALENT.SILL PLATES UNDER INTERIOR WALLS MAY BE FASTENED WITH POWER DRIVE HILTI FASTENERX-DNI72 OR EQUIVALENT. LOCATE NO MORE THEN 4'-0" APART AND SPACED AT 6" FROM EACHEND, U.N.O.CONSTRUCTION BRACING:ALL WOOD FRAMING (STUD WALLS) SHALL BE PROPERLY BRACED DURING CONSTRUCTION.BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR.FLOOR TRUSSES:FABRICATED WOOD FLOOR TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF TEXAS. THE LOADS ARE SHOWN IN THE TRUSS SCHEDULE. THETRUSSES ARE TO COMPLY WITH THE "NATIONAL DESIGN SPECIFICATIONS" BY THE NATIONALFOREST PRODUCTS ASSOCIATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS, ANDWITH THE "DESIGN SPECIFICATIONS FOR THE LIGHT METAL PLATE CONNECTED WOOD TRUSSESBY THE TRUSS PLATE INSTITUTE.STRUCTURAL TIMBER AND WOOD:NOTE: THE FOLLOWING SPECIFICATIONS ARE FOR ALL STRUCTURAL WOOD FRAMING ON THISPROJECT.SOUTHERN PINE SAWN LUMBERITEMSIZEGRADECOMPRESSION FcFOUNDATION SILL PLATES_____2X4_________No. 2 TREATED________565 PSICOLMUN________________4X4_________No. 2 TREATED________1450 PSISTUDS @ 16" O.C._________2X4_________No. 3/STUD__________850 PSINOTE: STRUCTURAL END JOINTED (FINGER JOINTED) STUDS MAY BE USED PROVIDED THE STUDSARE STAMPED AS SUCH - CERTIFIED GLUED JOINTS.ITEMSIZEGRADEBENDING FbTOP PLATE, 2ND STORY SILL, PURLIN CLEAT_____2X4________No. 2__________1100 PSIHEADER, CEILING BEAM, CEILING JOIST, POST PURLIN RAFTER___2x6____No. 2_____1000 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X8________No. 2___________925 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X10_______No. 2___________800 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X12_______No. 2___________750 PSILAMINATED VENEER LUMBER (LVL)ITEMSIZESPECIESBENDING FbHEADER (GARAGE), CEILING BEAM___________1 34" X 11 14"____2.0E___________2850 PSINOTES TO THE CONTRACTOR:THE FRAMING PLANS WERE DEVELOPED FOR THE PURPOSE OF TRANSFERRING LOADS OF THEROOF AND CEILING ONTO THE CONCRETE FOUNDATION. THE FOUNDATION DESIGN WASANALYZED BASED UPON THE DIRECTION AND LOCATION OF THE ROOF AND CEILING JOISTMEMBERS. THEREFORE, THE FRAMING PLANS MAY NOT BE CHANGED WITH APPROVAL OFBUILDER.HORIZONTAL LOAD DESIGN:ALLOWABLE BRACE WALL PANEL RESISTING LOADS ARE BASED UPON THE FOLLOWINGREFERENCES.THERMO-PLY GREEN & THERMO-PLY GREEN AMG STRUCTURAL SHEATHING:1.THERMO-PLY RED & THERMO-PLY RED AMG STRUCTURAL SHETHING:BASED ON SECTION5.2.6.2 OF DrJ THENICAL EVALUATION REPORT No. 1004-01, DATED MAY 26, 2015.2.GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES: BASED ON TABLE 2306.7 OF THE 2018IBC.3.THERMO-PLY RED STRUCTURAL SHEATHING CS-PF PORTAL FRAME AT GARAGE DOORS:BASED ON SECTION 5.2.4 OF DrJ TECHNICAL EVALUATION REPORT No. 1004-01CONSTRUCTION REVIEW:CONTACT THE LOCAL BUILDING OFFICIAL FOR INSPECTIONS REQUIRED BY THE LOCAL BUILDINGOFFICIAL.SURFACE DRAINAGE AWAY FROM STRUCTURE:IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE PROPER POSITIVE DRAINAGE AWAY FROMTHE STRUCTURE AS REQUIRED BY THE CIVIL ENGINEERING GRADING PLANS OF THE LANDSCAPEARCHITECTS PLANS (BY OTHERS). IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE PROPERDRAINAGE DURING THE LIFE OF THE STRUCTURE.REFER TO THE 2018 IRC FOR THE OTHER FRAMING REQUIREMENTS.DDS GROUP CODES AND SPECIFICATIONS:BUILDING CODE:THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE 2018EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC).NOTE: SECTION R301.1.3 OF THE 2018 IRC PERMITS ENGINEERED DESIGN OF BRACE WALLLINES AND BRACED WALL PANELS IN ACCORDANCE WITH THE 2018 IBC. "ENGINEERED DESIGNINACCORDANCE WITH THE INTERNATIONAL BUILDING CODE IS PERMITTED FOR ALL BUILDINGSAND STRUCTURES, AND PARTS THEREOF, INCLUDED IN THE SCOPE OF THIS CODE."WOOD DESIGN:2012 EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOODCONSTRUCTION, ALLOWABLE STRESS DESIGN (ASD) OR LOAD AND RESISTANCE FACTOR DESIGN(LRFD)DESIGN LOADS: LATEST EDITION OF THE ASCE STANDARD 7-02 MINIMUM DESIGN LOADS FORBUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL ENGINEERSDESIGN LOADS (WOOD CONSTRUCTION):GRAVITY DESIGN LOADS:ROOF DEAD LOAD=15 PSFROOF LIVE LOAD=20 PSF2ND STORY FLOOR DEAD LOAD=25 PSF2ND STORY FLOOR LIVE LOAD=40 PSFATTIC FLOOR DEAD LOAD=10 PSFATTIC FLOOR LIVE LOAD=20 PSFHORIZONTAL DESIGN LOAD:WIND LOAD=15 PSFBASIC WIND SPEED DESIGN:3 SECOND GUST WINDSPEED OF 90 MPHAT 33 FEET ABOVE GROUND,EXPOSURE B.GRAVITY LOAD DESIGN:THE FIRST STORY AND SECOND STORY WALLS WILL BE CONSTRUCTED WITH 2X4 STUDS. THESECOND LEVEL FLOOR SYSTEM WILL BE CONSTRUCTED WITH DIMENSIONAL LUMBER (2X12),I-JOISTS, ENGINEERED LUMBER, OR OPEN WEB FLOOR TRUSSES. THE ROOF FRAMING WILL BEFRAMED WITH DIMENSIONAL LUMBER (2X6, 2X8, 2X10, 2X12) OR ENGINEERED LUMBER.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION.SILL PLATE CONNECTIONS - TO CONCRETE:ALL SILL PLATES SHALL BE TREATED.SILL PLATES UNDER EXTERIOR WALLS SHALL BE INSTALLED WITH 12" DIA. J-BOLTS CAST INTOCONCRETE WITH 7" EMBEDMENT. BOLTS SHALL BE LOCATED NO MORE THAN 6'-0" APART AND AT6" O.C. MAX FROM PLATE ENDS.BOLTS THAT CAN NOT BE CAST IN PLACE WITH THE CONCRETE SHALL BE RETROFITTED WITH THEUSE OF TITEN BOLTS, OR EQUIVALENT, 12: DIA. ALL THREAD RODS (ATR) WITH 7" MIN. EMBED ANDSIMPSON HIGH STRENGTH SET EPOXY SYSTEM, OR EQUIVALENT.SILL PLATES UNDER INTERIOR WALLS MAY BE FASTENED WITH POWER DRIVE HILTI FASTENERX-DNI72 OR EQUIVALENT. LOCATE NO MORE THEN 4'-0" APART AND SPACED AT 6" FROM EACHEND, U.N.O.CONSTRUCTION BRACING:ALL WOOD FRAMING (STUD WALLS) SHALL BE PROPERLY BRACED DURING CONSTRUCTION.BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR.FLOOR TRUSSES:FABRICATED WOOD FLOOR TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF TEXAS. THE LOADS ARE SHOWN IN THE TRUSS SCHEDULE. THETRUSSES ARE TO COMPLY WITH THE "NATIONAL DESIGN SPECIFICATIONS" BY THE NATIONALFOREST PRODUCTS ASSOCIATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS, ANDWITH THE "DESIGN SPECIFICATIONS FOR THE LIGHT METAL PLATE CONNECTED WOOD TRUSSESBY THE TRUSS PLATE INSTITUTE.STRUCTURAL TIMBER AND WOOD:NOTE: THE FOLLOWING SPECIFICATIONS ARE FOR ALL STRUCTURAL WOOD FRAMING ON THISPROJECT.SOUTHERN PINE SAWN LUMBERITEMSIZEGRADECOMPRESSION FcFOUNDATION SILL PLATES_____2X4_________No. 2 TREATED________565 PSICOLMUN________________4X4_________No. 2 TREATED________1450 PSISTUDS @ 16" O.C._________2X4_________No. 3/STUD__________850 PSINOTE: STRUCTURAL END JOINTED (FINGER JOINTED) STUDS MAY BE USED PROVIDED THE STUDSARE STAMPED AS SUCH - CERTIFIED GLUED JOINTS.ITEMSIZEGRADEBENDING FbTOP PLATE, 2ND STORY SILL, PURLIN CLEAT_____2X4________No. 2__________1100 PSIHEADER, CEILING BEAM, CEILING JOIST, POST PURLIN RAFTER___2x6____No. 2_____1000 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X8________No. 2___________925 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X10_______No. 2___________800 PSIHEADER, CEILING BEAM, ROOF BEAM____________2X12_______No. 2___________750 PSILAMINATED VENEER LUMBER (LVL)ITEMSIZESPECIESBENDING FbHEADER (GARAGE), CEILING BEAM___________1 34" X 11 14"____2.0E___________2850 PSINOTES TO THE CONTRACTOR:THE FRAMING PLANS WERE DEVELOPED FOR THE PURPOSE OF TRANSFERRING LOADS OF THEROOF AND CEILING ONTO THE CONCRETE FOUNDATION. THE FOUNDATION DESIGN WASANALYZED BASED UPON THE DIRECTION AND LOCATION OF THE ROOF AND CEILING JOISTMEMBERS. THEREFORE, THE FRAMING PLANS MAY NOT BE CHANGED WITH APPROVAL OFBUILDER.HORIZONTAL LOAD DESIGN:ALLOWABLE BRACE WALL PANEL RESISTING LOADS ARE BASED UPON THE FOLLOWINGREFERENCES.THERMO-PLY GREEN & THERMO-PLY GREEN AMG STRUCTURAL SHEATHING:1.THERMO-PLY RED & THERMO-PLY RED AMG STRUCTURAL SHETHING:BASED ON SECTION5.2.6.2 OF DrJ THENICAL EVALUATION REPORT No. 1004-01, DATED MAY 26, 2015.2.GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES: BASED ON TABLE 2306.7 OF THE 2018IBC.3.THERMO-PLY RED STRUCTURAL SHEATHING CS-PF PORTAL FRAME AT GARAGE DOORS:BASED ON SECTION 5.2.4 OF DrJ TECHNICAL EVALUATION REPORT No. 1004-01CONSTRUCTION REVIEW:CONTACT THE LOCAL BUILDING OFFICIAL FOR INSPECTIONS REQUIRED BY THE LOCAL BUILDINGOFFICIAL.SURFACE DRAINAGE AWAY FROM STRUCTURE:IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE PROPER POSITIVE DRAINAGE AWAY FROMTHE STRUCTURE AS REQUIRED BY THE CIVIL ENGINEERING GRADING PLANS OF THE LANDSCAPEARCHITECTS PLANS (BY OTHERS). IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE PROPERDRAINAGE DURING THE LIFE OF THE STRUCTURE.REFER TO THE 2018 IRC FOR THE OTHER FRAMING REQUIREMENTS.DDS GROUP DDS GROUP MAX HEIGHT 12' TOTAL WALL HEIGHT MAX HEIGHT 10'PONY WALL HEIGHT 16" TYP.16"16" TYP.2 x 4 STUDS MIN.GENERAL NOTES1.CONTINUOUS STRUCTURAL SHEATHING ON ONE FACEWITH A MAXIMUM HEIGHT OF 10' U.N.O.NAILED WITH 8d NAILES @ 6" O.C. AT PANEL EDGES,12" O.C. AT INTERIOR SUPPORTS.1SECTION DETAILN.T.S.DOUBLE TOP PLATETYP. 2X4 STUDMIN. 7/16" OSB SHEATHINGON EXTERIOR FACE NAILEDWITH 8d NAILS @ 6" O.C.AT PANEL EDGES, 12" O.C.AT INTERIOR SUPPORTSFOR PANEL SPLICE (IF NEEDED)ADJOINING PANEL EDGES SHALLMEET OVER AND BE FASTENEDTO COMMON FRAMING.HTT5 OR STHD101-1/2" MIN. BLOCKINGMINIMUM REINFORCING OFFOUNDATION. ONE #4 BARTOP AND BOTTOM OF FOOTING.REINFORCING SHALL BE LAPPED15 INCHES.PANEL BLOCKING DETAILSCALE: NTSSIMPSON H2.5A TIELOCATED EVERYOTHER RAFTER2MINIMUM FOOTING SIZE UNDEROPENINGES 12"x12". A TURNED-DOWNSLAB SHALL BE PERMITTED AT DOOROPENINGS. REINFORCING SHALL BEAS SHOWN ABOVE.SECTION DETAIL (EXTERIOR ELEVATION)N.T.S.VARIESHTT5 OR STHD10HTT5 OR STHD10HOLDOWN ANCHORRAFTER TO TOP PLATE DETAILNAIL INTO BOTH TOP PLATESSCALE: NTSTYPICAL (ONE STORY) 2'-8" TO 4'-0" LENGTH 7/16" OSB STRUCTURALWOOD SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 10'.NAILED PER 2018 IRC TABLE R602.3(1) AND BLOCKED AT ALL EDGES.TWO ANCHOR BOLTS OR 3" PINS AND WASHERS SET BY POWERACTUATED TOOL SHALL BE INSTALLED AT QUARTER POINTS AS SHOWN.2BCS2-2/4BCS2-3/6COLUMN HEIGHT FROM8' TO 12' REQUIRES AMINIMUM EQUIVALENTOF 4"X4" LUMBERCOLUMN HEIGHT FROM12'-1" TO 20' REQUIRESA MINIMUM EQUIVALENTOF 6"X6" LUMBER5/8" NUTWASHEREXISTINGFOUNDATIONCONTINUOUS SHEATHING ACROSS TOPAND BOTTOM PLATES. SPACING ASREQUIRED FOR SHEARWALL PANEL EDGES.PANEL CONNECTION DETAILAT FIRST & SECOND FLOORSSCALE: NTS4BASE PLATEABU44 OR AB44ABU66 OR AB665/8" ANCHOR BOLTEMBEDDED 6" INTOFOUNDATION. EPOXYALLYHREAD, WEDGE-ALLOR TIGHTEN HDSTHD10 OR HTT5 MAY BEUSED IN LIEU OF COLUMNBASEPLATE.STANDARD COLUMN DETAILSCALE: NTSSECTION DETAIL (PLAN VIEW)N.T.S.HEADERBEAMPONY WALL IF REQUIRED PERARCHITECTURAL PLANSORMIN. 3"x11.25" NET HEADERSIMPSON ACEPOST CAP(LEFT AND RIGHT)FASTEN SHEATHING TO HEADER WITH 8dCOMMON OR GALVANIZED BOX NAILS IN3" GRID PATTERN AS SHOWN.HEADER TO JACK-STUD STRAP PER TABLER602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITESIDE OF SHEATHING. SEE TABLE FOR SIMPSONSTRAP RECOMMENDATIONS or PROVIDE EQUIVALENT.MIN. 7/16" OSB SHEATHINGON EXTERIOR FACE NAILEDWITH 8d NAILS @ 3" O.C.ONE STORY: MIN WIDTH=16"MIN DBL STUDS2' to 18'EXTENT OF HEADER (SINGLE PORTAL FRAME)EXTENT OF HEADER (DOUBLE PORTAL FRAME)16"VARIES2 x 4 STUDS1X4 LET-IN BRACING DETAILSCALE: NTSINTERIOR: SEE GENERALNOTE (9) OR MIN. 2 12" POWDERACTUATED PINS AND WASHERS@ 12" O.C.INSTALL CONTINUOUS 1"X4"WOOD OR APPROVED METALSTRAPPING AT MIN 45 TO MAX60 DEGREES WITH TWO 8D NAILSAT EACH STUD, TOP AND BOTTOMPLATES.MAX STUD SPACING TO BE 16" O.C.NOTE: FOR EXTERIOR SHEAR WALLANCHORING SEE GENERAL NOTE (5).5.2.3.4.REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES ANDDIMENSIONS.ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHING SHALL BENAILED IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIALBUILDING CODE TABLE R602.3(1), UNLESS OTHERWISE NOTED.SHEAR WALL SEGMENTS SHALL BE CONTINUOUS FROM THE MUDSILLTHROUGH THE DOUBLE TOP PLATE.BRACE WALLS LESS THAN 2' IN WIDTH DO NOT REQUIRE BOLTS &WASHERS BETWEEN THE 2 INSTALLED HOLD DOWN STRAPS(HTT5/STHD10). PROVIDE 1-ANCHOR BOLT C/L OR 2-3" PINS AND WASHERS(SET @ 1/3 POINTS BY A POWDER ACTUATED TOOL) FOR BRACED WALLSFROM 2' TO 2'-8" OVERALL LENGTH.MUDSILL AT ALL EXTERIOR WALLS SHALL BE ANCHORED TO THEFOUNDATION SLAB WITH 1/2" ANCHOR BOLTS EMBEDDED 7" INTO THESLAB AND SPACED 6'-0" O.C. MAX. OR SIMPSON STRONG-TIE MASAMUDSILL ANCHORS @ 6'-0" O.C..6.WHERE RAFTERS MEET THE TOP PLATE OF EXTERIOR WALLS, INSTALLSIMPSON STRONG-TIE H2.5 ANCHORS AT EVERY OTHER RAFTER.ANCHORS WITH 445 LB. CAPACITY OR GREATER MAY BE USED AS ANALTERNATE.7.8.9.9.1.9.2.STRUCTURAL SHEATHINGIS CONSIDERED ONE OF THE FOLLOWING:···MIN 7/16" OSBRED THERMOPLYBLUE THERMOPLYNOTE: SIMPSON STHD10OR HTT5 CAN BEROTATED 90°NOTE: ALL SIMPSON PRODUCTSMAY BE SUBSTITUTED WITHAPPROVED EQUALALL INTERIOR WALLS TO BE 1/2" SHEETROCK NAILED PER TABLE R602.3(1)OF THE 2018 IRC.LET-IN BRACING MAY BE SUBSTITUTED WITH 4X8 STRUCTURALSHEATHING (RED T-PLY OR OSB) FROM TOP TO BOTTOM PLATE OR CS16X-BRACING.ALL INTERIOR BRACED WALLS MUST BE ANCHORED TO THE FOUNDATIONUSING SIMPSON TITEN HD 1/2" ANCHOR BOLTS OR APPROVED EQUAL.INSTALL TITEN HD ANCHOR BOLTS AT MAXIMUM SIX FEET ONCENTER, WITH MINIMUM 2-3/4" EMBEDMENT INTO FOUNDATION.MINIMUM TWO BOLTS PER BRACED WALL SECTION, WITH ONEBOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLTDIAMETERS FROM EACH END OF BRACED WALL SECTION.FASTEN KING STUDTO HEADER WITH 616d SINKER NAILSTYP. PORTAL FRAMECONSTRUCTIONFOR PANEL SPLICE(IF NEEDED), PANELEDGES SHALL BEBLOCKED, ANDOCCUR WITHIN24" OF MID-HEIGHT.ONE ROW OF TYP.SHEATHING-TO-FRAMING NAILINGIS REQ. IF 2xBLOCKING ISUSED, THE 2x'sMUST BE NAILEDTOGETHER WITH(3) 16d SINKERSFIRST OF TWO STORY: MIN WIDTH = 24" ORMIN WIDTH = 16" WITH FULL STRUCTURALSHEATHING AT INTERIOR WALLDIRECTION OF STRENGTH AXISPROVIDE SIMPSON HTT5 HOLD DOWNSWITH 5/8" ATR ANCHORS SET WITHEPOXY AND 6" MIN. EMBEDMENTOR SIMPSON STHD10 INSTALLED PERMANUFACTURER'S RECOMMENDATIONS.PORTAL FRAME (SINGLE AND DOUBLE)N.T.S.45°- 6 0 ° DDS GROUP Generated by REScheck-Web Software Compliance Certificate Project Southlake720 Energy Code:2018 IECC Location:Southlake, Texas Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:1,315 ft2 Glazing Area 33% Climate Zone:3 (2683 HDD) Permit Date: Construction Site: 720 Cimarron Trail Southlake, TX Owner/Agent: Addition Designer/Contractor: Architectural Plans Permit Number: Compliance: Passes using UA trade-off 1.5% Better Than Code Maximum UA:204 Your UA:201 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance:Maximum SHGC:0.25 Your SHGC:0.25 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Ceiling area of home forming top of insulation envelope: Flat Ceiling or Scissor Truss 977 38.0 0.0 0.030 0.030 29 29 Wall area of home forming sides of insulation envelope: Wood Frame, 16" o.c.1,150 15.0 0.0 0.077 0.060 57 45 Energy efficient door unit: Solid Door (under 50% glazing)24 0.200 0.320 5 8 Energy efficient door unit: Glass Door (over 50% glazing) SHGC: 0.25 24 0.180 0.320 4 8 Energy efficient door unit: Glass Door (over 50% glazing) SHGC: 0.25 48 0.290 0.320 14 15 Energy efficient door unit: Glass Door (over 50% glazing) SHGC: 0.25 24 0.290 0.320 7 8 Window area of home using energy efficient units: Vinyl/Fiberglass Frame:Double Pane with Low-E SHGC: 0.25 284 0.300 0.320 85 91 Slab perimeter of home forming bottom of insulation envelope: Slab-On-Grade:Unheated Insulation depth: 0.0' 124 0.0 0.730 0.730 0 0 Project Title: Southlake720 Data filename:Page 1 of10 04/06/22Report date: Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Southlake720 Data filename:Page 2 of10 04/06/22Report date: Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software REScheck Software Version : REScheck-Web Text in the "Comments/Assumptions" column is provided by the user in the REScheck 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: 2018 IECC Section # & Req.ID Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies?Comments/Assumptions 103.1, 103.2 [PR1]1 Construction drawings and documentation demonstrate energy code compliance for the building envelope. Thermal envelope represented on construction documents. Complies Does Not Not Observable Not Applicable 103.1, 103.2, 403.7 [PR3]1 Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. Complies Does Not Not Observable Not Applicable 302.1, 403.7 [PR2]2 Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official. Heating: Btu/hr_____ Cooling: Btu/hr_____ Heating: Btu/hr_____ Cooling: Btu/hr_____ 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: Southlake720 Data filename:Page 3 of10 04/06/22Report date: Section # & Req.ID Foundation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.2 [FO1]1 Slab edge insulation R-value.R-_____ Unheated Heated R-_____ Unheated Heated Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.2 [FO3]1 Slab edge insulation depth/length. _____ ft _____ ft Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2.1 [FO11]2 A protective covering is installed to protect exposed exterior insulation and extends a minimum of 6 in. below grade. Complies Does Not Not Observable Not Applicable 403.9 [FO12]2 Snow- and ice-melting system controls installed. 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: Southlake720 Data filename:Page 4 of10 04/06/22Report date: Section # & Req.ID Framing / Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.3.4 [FR1]1 Door U-factor.U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.1, 402.3.1, 402.3.3, 402.5 [FR2]1 Glazing U-factor (area-weighted average). U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.1, 402.3.2, 402.3.3, 402.5 [FR3]1 Glazing SHGC value (area- weighted average). SHGC:_____SHGC:_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.3 [FR4]1 U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. Complies Does Not Not Observable Not Applicable 402.4.1.1 [FR23]1 Air barrier and thermal barrier installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable 402.4.3 [FR20]1 Fenestration that is not site built is listed and labeled as meeting AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. Complies Does Not Not Observable Not Applicable 402.4.5 [FR16]2 IC-rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate ≤2.0 cfm leakage at 75 Pa. Complies Does Not Not Observable Not Applicable 403.3.1 [FR12]1 Supply and return ducts in attics insulated >= R-8 where duct is >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. Complies Does Not Not Observable Not Applicable 403.3.2 [FR13]1 Ducts, air handlers and filter boxes are sealed with joints/seams compliant with International Mechanical Code or International Residential Code, as applicable. Complies Does Not Not Observable Not Applicable 403.3.5 [FR15]3 Building cavities are not used as ducts or plenums. Complies Does Not Not Observable Not Applicable 403.4 [FR17]2 HVAC piping conveying fluids above 105 ºF or chilled fluids below 55 ºF are insulated to ≥R- 3. R-_____R-_____Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 5 of10 04/06/22Report date: Section # & Req.ID Framing / Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 403.4.1 [FR24]1 Protection of insulation on HVAC piping. Complies Does Not Not Observable Not Applicable 403.5.3 [FR18]2 Hot water pipes are insulated to ≥R-3. R-_____R-_____Complies Does Not Not Observable Not Applicable 403.6 [FR19]2 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. 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: Southlake720 Data filename:Page 6 of10 04/06/22Report date: Section # & Req.ID Insulation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 303.1 [IN13]2 All installed insulation is labeled or the installed R-values provided. Complies Does Not Not Observable Not Applicable 402.1.1, 402.2.5, 402.2.6 [IN3]1 Wall insulation R-value. If this is a mass wall with at least ½ of the wall insulation on the wall exterior, the exterior insulation requirement applies (FR10). R-_____ Wood Mass Steel R-_____ Wood Mass Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2 [IN4]1 Wall insulation is installed per manufacturer’s instructions. 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: Southlake720 Data filename:Page 7 of10 04/06/22Report date: Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.2.1, 402.2.2, 402.2.6 [FI1]1 Ceiling insulation R-value.R-_____ Wood Steel R-_____ Wood Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.1.1, 303.2 [FI2]1 Ceiling insulation installed per manufacturer’s instructions. Blown insulation marked every 300 ft². Complies Does Not Not Observable Not Applicable 402.2.3 [FI22]2 Vented attics with air permeable insulation include baffle adjacent to soffit and eave vents that extends over insulation. Complies Does Not Not Observable Not Applicable 402.2.4 [FI3]1 Attic access hatch and door insulation ≥R-value of the adjacent assembly. R-_____R-_____Complies Does Not Not Observable Not Applicable 402.4.1.2 [FI17]1 Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. ACH 50 =_____ACH 50 =_____Complies Does Not Not Observable Not Applicable 403.3.3 [FI27]1 Ducts are pressure tested to determine air leakage with either: Rough-in test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer’s air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer’s air handler enclosure. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.4 [FI4]1 Duct tightness test result of <=4 cfm/100 ft2 across the system or <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in tests, verification may need to occur during Framing Inspection. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.2.1 [FI24]1 Air handler leakage designated by manufacturer at <=2% of design air flow. Complies Does Not Not Observable Not Applicable 403.1.1 [FI9]2 Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. Complies Does Not Not Observable Not Applicable 403.1.2 [FI10]2 Heat pump thermostat installed on heat pumps. Complies Does Not Not Observable Not Applicable 403.5.1 [FI11]2 Circulating service hot water systems have automatic or accessible manual controls. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 8 of10 04/06/22Report date: Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 403.6.1 [FI25]2 All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and air flow limits per Table R403.6.1. Complies Does Not Not Observable Not Applicable 403.2 [FI26]2 Hot water boilers supplying heat through one- or two-pipe heating systems have outdoor setback control to lower boiler water temperature based on outdoor temperature. Complies Does Not Not Observable Not Applicable 403.5.1.1 [FI28]2 Heated water circulation systems have a circulation pump. The system return pipe is a dedicated return pipe or a cold water supply pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. Complies Does Not Not Observable Not Applicable 403.5.1.2 [FI29]2 Electric heat trace systems comply with IEEE 515.1 or UL 515. Controls automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping. Complies Does Not Not Observable Not Applicable 403.5.2 [FI30]2 Demand recirculation water systems have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to <= 104ºF. Complies Does Not Not Observable Not Applicable 403.5.4 [FI31]2 Drain water heat recovery units tested in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. Complies Does Not Not Observable Not Applicable 404.1 [FI6]1 90% or more of permanent fixtures have high efficacy lamps. Complies Does Not Not Observable Not Applicable 404.1.1 [FI23]3 Fuel gas lighting systems have no continuous pilot light. Complies Does Not Not Observable Not Applicable 401.3 [FI7]2 Compliance certificate posted.Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Southlake720 Data filename:Page 9 of10 04/06/22Report date: Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 303.3 [FI18]3 Manufacturer manuals for mechanical and water heating systems have been provided. 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: Southlake720 Data filename:Page 10 of10 04/06/22Report date: 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value 15.00Above-Grade Wall 0.00Below-Grade Wall 0.00Floor 38.00Ceiling / Roof _______Ductwork (unconditioned spaces): Glass & Door Rating SHGCU-Factor 0.250.30Window 0.250.29Door Heating & Cooling Equipment Efficiency _______Heating System:_________________________ _______Cooling System:_________________________ _______Water Heater:___________________________ Name:Date: Comments