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Project Information p
Project Title:
725 Weddle
Energy Code:
20151ECC
Location.
Grapevine, Texas
Construction Type:
Single Family
Project Type:
Addition
Project Sub Type:
None
Orientation:
Bldg. faces 270 deg. from North
Glazing Area:
5%
Climate Zone:
3a (2683 HOD)
Project No:
1887391
All Electric,
false
Is Renewable:
false
Has Battery.
false
Has Charger:
false
Has Heat Pump
false
Construction Site: Owner/Agent: Designer/Contractor:
725 Weddle
Grapevine , TX 76051
Project Notes:
IT IS THE RESPONSIBILITY OF THE OWNER/
DESIGN PROFESSIONAL/ CONTRACTOR TO
HAVE PLANS REVIEWED AND THE BUILDING
INSPECTED BY A CERTIFIED ENERGY CODE
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 THE BUILDING
DEPARTMENT.
Envelope Assemblies
Prop.
Req.
Assembly
Gross Area or
Cavity
Cont.
U-
U-
Prop.
Req.
Perimeter
Ill
R-Value
Factor/
Factor/
UA
UA
F-Factor
F-Factor
Ceiling. Flat Ceiling or
940
38.0
0.0
0.030
0.030
28
28
Scissor Truss
Walk Wood Frame, 16"
259
19.0
GO
D 060
0 060
16
16
O.C.
Orientation: Front
Wall 1 Wood Frame, 16"
313
19.0
00
0 060
D 060
17
17
O.C.
Orientation: Right side
Window Vinyl Frame
30
0350
D350
11
11
SHGC: 0.25
Orientation: Right side
Wall 2: Wood Frame, 16"
259
19.0
00
0 060
0 060
14
14
O.C.
Orientation: Back
Window 1: Vinyl Frame
30
0.350
0.350
11
11
SHGC: 0.25
Orientation: Back
Wall 3: Wood Frame, 16"
313
19.0
0.0
0.060
0.060
18
18
oc
cremation: Left side
Door: Solid Door (under
18
0.350
0.350
6
6
50%glazing)
Orientation: Left side
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.
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.
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 2015 IECC requirements in
REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Mark Devine, ICC #8177308-79 06/04/2026
Name - Title Signature Date
LVL CONNECTION
i
3-1 314"x 11718" LVLS
SDS 1/4"x3 112" SCREWS
AT 12" ON CENTERS
LVL CONNECTION
2-1314 x11 718" LVLS
10d NAILS AT 16"
ON CENTERS
ALL CHANGES REQUIRE
APPROVAL OF REVISED
PLANS
APPROVED PLANS SHALL BE
KEPT ON JOBSITE AT ALL TIMES
CONSTRUCTION HOURS
7:00 A.M,- 7:00 P.M.
MOND" - SATURDAY ONLY
NO WORK PERMITTED ON SUNDAY
CONTRACTOR SHALL CALL FOR INSPECTIONS'.
(817)410-3010
CONTRACTOR REGISTRATION WILL SE
REVOKED UPON PERMIT EXPIRATION
J12 OPTIMAL PERFORMANCE U480 TRIM JOISTS AT 16" ON CENTERS,
i
IT
SIMPSON HU412 I B IK
In JOIST HANGERS--\ I�
BOTH SIDES
it I
I N I i�I IIJ�I
12' 11^fi" u1Iri d
4-2x4 STUD,
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In DEN
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ENTRY
�^
3-2x4 STUD
DINING RM.
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NOTE USE STRONG BACK STIFFENERS
AS PER MANUFACTURES
SPECIFICATIONS.
MEC
DOUBLE
JOISTS AT PARTITION WALLS
GR 1P .VI^F
PLANS HAVE BEEN
'
REVIEWED 8 APPROVED BY
1 R. COOPERINE
A THIRD PARTY
CONSULTING RNGDiSBR
CONTRACTOR
2221-B EXECUTIVE DR
GARLAND, TX 75041
(872) 271-1518
cooncooverOlmell.con
Reviewed by W. Scott Leavelle
Texas Power Inspection, LLC
of I III 6-17-26
oll IS IDS I �M I I I I
2-1314"x11 1-"8"LVLS
5/8' Type X drywall
32x4s7uos required under stairs
SON HU412
OI JST HANGERS
GARAGE
SPECIAL
TE
ING,
VIDE PER
SMOKEGUIRED LINKED
I
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uMraAL
I
SO THAT WHEN SOUNDS,
I
SIGN PERMITS SHALL EBREOU RED. I
SGS
R�ESC THE
LONE D
PLAN NORTH
co�F
® FLOOR
JOIST
PLAN
SCALE.- 118'�1'-0"
IT IS THE RESPONSIBILITY OF THE OWNER/
DESIGN PROFESSIONAL/ CONTRACTOR TO
HAVE PLANS REVIEWED AND THE BUILDING
INSPECTED BY A CERTIFIED ENERGY CODE
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 THE BUILDING
DEPARTMENT.
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PLOT SCALE. 118"=1'-IP
4212 JOB5-7-2
6110
DATE 5-7-2026026
L S-1
5-7-2026
F-,M757 1 OF 2
STRUCTURAL NOTES
Design Loads: Roof Live Load 20 paf
Second Floor Live Load 40 paf
MEC
First Floor Live Load 40 paf
Design Stresses: Concrete (5 sack/yard) 3000 psi ® 28 days
Reinforcing ASTM A615-Grade 60
except #3, Grade 40
General Stresses: Lumber- 1200 psi fiber stress in bending
Glue Laminates- 2400 psi fiber stress in bending
E. COOPER
Gang -Lam LVL- 2950 Fb-2.OE (7 1/4"-18") & 2.2E (20")
CONSULTING ENGINEER
Structural Steel shall conform to ASTM A38
2221-8 ERBCU
GARLAND, TX 755041
General Notes: Contractor shall verify all dimensions and conditions at the job site
(972) 271-1518
cooucoo"rOrmeiLeoa
before commencing work and shall report any discrepancies to the
engineer.
• Omissions and/or conflicts between the notes, details and drawings
shall be brought to the attention of the engineer and reconciled
before commencing work.
• No alterations shall be made to the drawings or specifications
r�
without the permission of the engineer.
V 1
• Construction methods and techniques shall be the sole responsibility
of the contractor. The engineer shall have no liability to the owner
for errors incurred by the contractor performing work.
• The contractor shall obtain all necessary permits required by the City.
O
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Design Standards:
International Residential Code, 2015, 2018, 2021 or 2024 edition
ACI 318-99R Building Code Requirements for Reinforced Concrete
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DATE: 5-7-2026
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2 OF 2
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CONTRACTOR poor to �onstruceon.
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�EXIS PING FG REMAIN
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required under stairs
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'NOTE'
ELECTKIOAN TO VERfFY4
COORDINATE W EXISTING ELECTRICAL
NEW FIRST FLOOR
ELECTRICAL PLAN
AV
PLANS HAVE BEEN
REVIEWED$ APPROVED BY
UTA THIRD PARTY
CONTRACTOR
FLOOR PLAN NOTES:
I. All walls to be 2x4's ® 16"o.c. unless
noh d otherwise.
2. 9ome elosee space may be requmed for
11VAC ducting. Refer HVAC contractor,
3. fefer bwAdery spec,fle notes as required.
4. All walls over 10 high to. be 2xG's I G" o.c.
5. Wr,dox, szes may vary due to types arb
ma�rfaeturer.
EX5 PG
`NOTE' TO RE AIN
MEET
T'G CHIMNEY APPEARS 10
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LD VERIFY.
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NOTES:
I. Any discrepancies must be brought [o
ch¢ archicecss' attention for revision prior
ro the start of eonstru�on.
2. Refer to. all local codes for plumbing,
mechanical, t eleotrv�l rwgerements.
3. builder erify all notes £ gimensions
p�orto o�str��n.
EXSTG
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'NOTE'
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ADDITION ARE WITHIN THE
EXISTING FOOTPRINT,
I 'NOTE'
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NEW S➢UARE FOOTAGE
xfW FIRST ft°°R
xfw sf cox° FL°oR L LEGEND
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ELECTRICIAN TO VERIFY 4
COORDINATE W/ EXISTING ELECTRICAL
NEW SECOND FLOOR
ELECTRICAL PLAN
1/4"=1'-O"scale
PLANS HAVE BEEN
REVIEWED & APPROVED BY
A THIRD PARTV
CONTRACTOR
FLOOR PLAN NOTES:
I.. All walls w be 2— @ I G" o.c. unless
not d otherwise.
2. Some elosee space may be required for
HVAC ducting. Refer HVAC contractor.
3. Refer builder speofic notes as required.
A. All walls aver 12' high t° be 2xG's @ I W o.c.
5. Window sues may vary due to Lype and
manufacturer.
I b NEW
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NOTES:
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F a 8 h $ 5 $ & - -g
che archicecss' attention for revision pmor
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'NOTE'
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NOTES:
I. Any discrepancies muse be brought to
the architects' attention for revision prior
to the start of construction.
2 Rzler to all local codes for plumbing,
mechanirzl, f electrical requirements.
3. Builder to venry all notes E dimensions
pow to construction.
ONEW REAR ELEVATION
/4 — I' -O" scale
ELEVATION LEGEND
oarrl" ru.
IXISTING TO REMAIN
NEW CONSTRUCTION
0NEW FRONT ELEVATION
1/4" — I'-O"scale
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NOTES:
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1. All roof slopes to match —ting unless noted
otherwise.
2. overhang to match existing unless noted
otherwise.
9. A— direction indicates drainage.
4. Dashed line indicates outside line of stivcture
below
5. Venfy location of all gutters E downspoirts
with builder poor cons rucnon.
6. Attic ntilation to be provided in ordanc
with alleapplicable bldq. codes E city requirements,
7. All plate heights are referenced from floor
mmedialcly below.
g. Provide double undedayment for asphalt shingles
w/ r—f with slopes 14:1 2 pitch as required in
sec. K905 of IRC
E PLANS HAVE BEEN
REVIEWED 8 APPROVED BY
A THIRD PARTY
Wil
Y
CONTRACTOR
ROOF LEGEND
EXISTING TO REMAIN
— f 5T1 TO BE REMOVED
NEW CONSTRUCTION
NOTES:
e6teny &a-`
I. A, discrepan es u C be brought to
th archit tsca1—t— for revs ion
A B 3 � �?
prior
to the start of construction.
v F a. E b E €
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$ 4 9�
mechanirzl, f electncal r amr rnent ,
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pow to construction.
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GfL1P 1'T1-E PLANS HAVE BEEN
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A THIRD PARTY
II" CONTRACTOR
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