ZBA22-0009
PUBLIC HEARING NOTICE
ZBA22-0009
Dear Property Owner:
A request for a Variance has been filed with the Board of Adjustment of the City of
Southlake.
The purpose of the hearing is to consider a request for a Variance to Ordinance No. 480,
as amended, Sections 15.1 and 14.5.c requiring a side yard of not less than fifteen
(15) feet on property described as Lot 6, Block 4, Vista Trails Addition, an addition to the
City of Southlake, Tarrant County, Texas, and located at 720 Cimarron Trail, Southlake,
Tarrant County, Texas.
Current Zoning: “SF-20B” Single Family Residential District.
The purpose of this request is to seek approval of a Variance to Zoning Ordinance No. 480,
as amended, Sections 15.1 and 14.5.c requiring a side yard of not less than fifteen (15) feet
to allow a side yard setback of approximately 5’ 1”. The variance is sought to permit an
addition to the principal residence to remain.
If you wish to register your views on the matter, you may complete and send the enclosed
Notification Response Form to the Planning & Development Services Department. You
are encouraged to follow the requested action through final approval because
changes are often made during the review process.
Please note that this letter and its attachments constitute written notice about the proposed
Variance.
Please contact the Planning and Development Services Department if you have any
questions:
Project Contact: Reagan Rothenberger, E-mail: rrothenberger@ci.southlake.tx.us, Phone:
(817) 748-8602. Dept. Phone: (817) 748-8621
CITY OF SOUTHLAKE
PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310
Southlake, TX 76092
Phone: (817) 748-8621
Fax: (817) 748-8077
www.cityofsouthlake.com
Board of Adjustment
Thursday, April 14, 2022
6:30 PM
Town Hall Council Chambers
1400 Main Street
Southlake, Texas
Notification Response Form
ZBA22-0009
Variance for 720 Cimarron Trl. setback.
Meeting Date: May 16, 2022 at 6:30 PM
Fill out:
Owner: _____________________________
Address: ____________________________
City, State, Zip Code: __________________
PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY
BEFORE THE START OF THE SCHEDULED PUBLIC HEARING.
Being the owner(s) of the property so noted above, are hereby
in favor of opposed to undecided about
(circle or underline one)
the proposed Variance referenced above.
Space for comments regarding your position:
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
Signature: _______________________________________ Date: ______
Additional Signature: _______________________________ Date: ______
Printed Name(s): _____________________________________________
Must be property owner(s) whose name(s) are printed at top. Otherwise contact the Planning Department. One form per property.
Phone Number (optional): ______________________________________
Direct questions and mail responses to:
City of Southlake
Planning & Development Services
Notification Response
1400 Main St; Ste 310
Southlake, TX 76092
Phone: (817)748-8621
Fax: (817)748-8077
E-mail: rrothenberger@ci.southlake.tx.us
X 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 DDSG
ARCHITECTURAL DEPARTMENT. PLOT PLAN IS APPROPRIATE PLACEMENT ONLY. BUILDER CAN VARY DUE TO ACTUAL BUILDING CONDITIONS. BUILDER
IS FULLY RESPONSIBLE FOR ADHERING TO ANY AND ALL BUILDING LINES OR EASEMENTS OF RECORD OR THAT MAY NOT BO NOTED ON THE RECORDED
PLAT. BUILDER TO CONFIRM THAT THIS LAYOUT HAS NO CONFLICTS WITH THE INLETS OF UTILITY SERVICES. FINAL SURVEY WILL SHOW PLACEMENT
OF 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 STUD
SPACING
16"
FASTENING TYPE
NO. 16 GAGE STAPLES 1"
CROWN x 1 14" LEGS
MAXIMUM FASTENER
SPACING
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 STUD
SPACING
16"
FASTENING TYPE
NO. 16 GAGE STAPLES 1"
CROWN x 1 14" LEGS
MAXIMUM FASTENER
SPACING
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 of 10
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 of 10
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 of 10
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 of 10
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 of 10
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 of 10
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 of 10
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 of 10
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 of 10
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 of 10
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