HomeMy WebLinkAboutNSFR2025-002107to
0
Z 00°26'00" E 100.15' 4
6- SEPE YARD
i
n
�
-V - 2 51W sr - v ovee44l
-1 1
f<
I R .
1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS.
2. NO CONSTRUCTION, FILLING, CUTTING, OR. GRADE CHANGE IN
EASEMENT WITHOUT PRIOR APPROVAL.
3. MAINTAIN CURRENT 12RAINAGE TTE X.
4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL.
4. 'T;,f�m// 5Wei If-s ot� lon"oocriy 11 s,
g 5 -00 01- 10-7
N.sFf.
Ho,vv to get a Lot Drainage "GREEN -TAG" for final storm water drainage
associated with House, Pool, & Commercial Construction Proiects (September 2007)
• STEP I - Ensure your site is properly graded and drains as indicated on the approved plan.
•
STEP 2 - Stabilize your site and install final cover (grass, stone, landscaping, etc.) or
structural BMP's before you call in for a "Final Drainage Inspection."
STEP 3 Call & request "Final Drainage Inspection" minimum of 72 hours (3 days) prior
to the overall "Final" being requested for the site. Call (817-410-3010) to request
inspection.
rojects MUST be stabilized through the installation of final cover or BMP's before thev will
e approved and a "GREEN -TAG" issued. Final cover shall consist of landscaping to prevent
erosion and discharge of sediment from the site. Typically, grass and/or stone landscaping is
used as final cover. As an option to final cover. BMP's may be used to prevent erosion and
Discharge of sediment from the site. All BMP's must be selected, installed, and maintained in
accordance with specifications to ensure proper function. As a general rule. 70% of the site
must have final cover.
�he Public Works Environmental Services Division (817-410-3333) is responsible for
inspecting storm water drainage for lot and pool. The Public Works Engineering Division (817-
010-3143) is responsible for the storm water drainage design and specification', for lot and pool.
Environmental Services will conduct a field inspection to compare and evaluate the -as-built-
site against the plan and specifications. If the prctiect is not built in accordance %with the plans
and specifications it will be denied and "RED -TAGGED." The -RED -TAG- shall serve as a
Notice of Violation (NOV) and the Responsible Party shall have 49 hours to address the
concerns. A second "Recall" inspection will be conducted after 48 hours or sooner at the
request of the Responsible Party. If the site is in compliance a "GREEN -TAG" will be issued
and the site will be reieased.%approved. if the site is '`RED -TAGGED" for the second time a
written NOV N ill be issued and the Responsible Party «•ill be charged a fee.
NN'hat is a BMP? A Best Management Practice (13N1P) is a method or combination of methods
used by the builder to manage and prevent unauthorized discharge of storm water. Some:
examples of Structural BMP's may include. but may not be limited: silt fence, Curlex, erasion
control blankets, compost socks. rack rip rap. compost, mulch, waddle's, etc.
ALL ON -SITE ELECTRICAL
CONDUCTORS ASSOCIATED WITH
NEW CONSTRUCTION SHALL BE
LOCATED UNDERGROUND
IT IS THERE SPONSIBILITY 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.
V
S, 89°2750'_W-75.0'_
,
f
10, D.E.
IN
I
to
25' REW BLDG. LINE
•0
IW
I
to
I e
I
� N
�►
.
w I
30' BLDG. LINE
I
T 22' - AT
O I
'
4'
Gonc. / Gonc
u�
h
vgalk Di ve
I
1
OI
ONL°27'50"
E 75.0 —'Side side walk
a side— walk
SMOKE DETECTORS SHALL BE LINKED I 3304 FERGUSON
SO THAT WHEN ONE SOUNDS. ALL
SOUND.
- SITE PLAN INFORMATION -
STREET: 3304 FERGUSON RD.
CITY/STATE: GRAPEVINE
SUBDIVISION: FER6U5ON PLACE
LOT/BLOCK: 16/1
ZONED: R-7.5
- SITE PLAN NOTES -
BUILDER TO VERIFY LOCATION OF HOUSE, BUILDING
LINES, EASEMENTS, AND SIDEYARD SETBACKS
PRIOR TO CONSTRUCTION.
- GENERAL NOTES --
ALL WORK MUST CONFORM TO THE 2023 NEC AND
ALL AMENDMENTS.
ALL WORK MUST CONFORM TO THE 2021 IRG/ISG
AND ALL LOCAL AMENDMENTS.
-- LOT COVERAGE SCHEDULE -
LOT SIZE: 7,511 SQ. FT.
MAXIMUM @hNJOINIS C.OVeS60C: 40% OR 3,004 50. FT.
CALCULATION = 2,654/ 7,511 = .5507 or 35.01%
MAXIMUM IMPCRVIOUS COVERAbi.: 60016 or 4,506 90. FT.
CALCULATION = 4,045/ 7,511 = .5365 or 53.8546
ALL CHANGES REQUIRE
CONSTRUCTION HOURS
APPROVAL OF REVISED
REMOVAL
NO TREE PERMITTED
PLANS
"-'
7:00 A.M. - 7:00 P.M.
-
PRIOR TO WRITTEN APPROVAL MONDAY - SATURDAY ONLY
•�?��
NO WORK PERMITTED ON SUNDAY
(817) 410-3010
CONTRACTOR REGISTRATICN'.,',____
REVOKED UPON PERMIT
3304 FER&U5014
RD
GRAPEVINE,
TEXA5
sadlw,a,.
CONSTRUCTION
DRAyNlN65
ll, a �
-I. a r2NT91
sheet: G-101
SEPERATE PLUMBING,
MECHANICAL, ELECTRICAL AND
SIGN PERMITS SHALL BE REQUIRED.
Single Family House Energy Report
Project Details
Project Name: 3304 Ferguson Road
Builder Name: V Patrick Gray Custom Homes
Builder Phone: 817.992.4950
Builder Email:
Address: 3304 Ferguson Road
City: GRAPEVINE
County: TARRANT
Zip: 76051
Certificate #: 1359857
Date Issued: 5/29/2025
Notes:
Reviewed by: C Senglin
214.929.7317
ICC#: 8187971
Emissions Reduction
NOx:
Sox:
CO2:
5 1 bs.
8 1 bs.
7,551 lbs.
29%
Above Code
This single family residential project was found to be in compliance with the
performance measures described in the 2021 NCTCOG with R401.2.5.2.2 Annual
Energy cost of Proposed house <_ 95% of annual energy cost of standard
reference design as calculated by the Energy Systems Laboratory, a division of the
Texas A&M Engineering Experiment Station using IC3 version 4.6.1
'IrMIF ENERGY SYSTEMS LABORATORY
TEXAS A&M ENGINEERING EXPERIMENT STATION
2 rims
The values produced are generated by the DOE-2 building energy analysis program. These values do not constitute a
guarantee
����o��flactual energy usage by ESL or TEES.
Il���fD the hourly annual energy calculation in accordance with the International Energy Conservation Code
Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/
cooling system.
Authorized Signature: ICraig Senglin
Digitally signed by Craig Senglin
Date: 2025.05.29 09:43:06-05'00'
„� ,,, ,�RECEIVED: 6/3/2025
a CODE
■ ■ COMPLIANCE 25-002107
.cAicui,,ATO A Version 4.6.1 Copyright ht2015 Energy Systems Laboratory 3304 FERGUSON ROAD 3304 Ferguson Road Pagel of 3
NEW SINGLE FAPvIILY RESIDENCE
Project Information
General
Number of Bedrooms: 5
Wall Cavity Insulation: R- 20
Wall Continuous Insulation: R- 0
Orientation: South
Windows
Roof
SHGC: 0.3
U-Factor: 0.25
Cladding Type: Composite Shingle
Radiant Barrier: No
Sealed Attic: Yes
Roof Insulation: R - 30
Attic Area: 2387 sq. ft.
Cathedral Ceiling Area: 0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wall Area Next to Attic: 0 sq. ft.
Foundation
Foundation Type: Slab on Grade
Foundation Insulation: R- 0
A/C
SEER: 16
Tonnage: 7
Structural Floor 1
Exterior Finish: Stucco
Stud Type: 2 x 6
Stud Spacing: 16 in.
Mechanical
Blower Door Test: 3 @)ACH50
Ventilation Type: Supply Only
Ventilation Rate: 150 CFM
Ventilation Operation: 15 hrs.
Fan Power: 24 Watts
Fraction Outside: 0
Duct Tightness Test: 133 C CFM25
Supply Duct Insulation: R - 8
Return Duct Insulation: R -8
Heating
Heating Type: Natural Gas
Heating Efficiency: 0.9 AFUE
Water Heater
Water Heater Type: Tankless NGas
Energy Factor: 0.92
Size: N/A
Burner Capacity: N/A
Floor Area: 2037 sq. ft.
Floor Wall Height: 10 ft.
Front Side Length: 62 ft
Front Side Window Area: 96 sq. ft.
Front Side Shading: 24 in
Back Side Length: 62 ft
Back Side Window Area: 224 sq. ft.
Back Side Shading: 24 in
Floor 2
Floor Area: 1307 sq. ft.
Floor Wall Height: 10 ft.
Front Side Length: 61 ft
Front Side Window Area: 91 sq. ft.
Front Side Shading: 24 in
Back Side Length: 61 ft
Back Side Window Area: 58 sq. ft.
Back Side Shading: 24 in
Right Side Length: 44 ft
Right Side Window Area: 37 sq. ft.
Right Side Shading: 24 in
Left Side Length: 44 ft
Left Side Window Area: 27 sq. ft.
Left Side Shading: 24 in
Area over Unconditioned: 350 sq. ft.
Right Side Length: 41 ft
Right Side Window Area: 0 sq. ft.
Right Side Shading: 24 in
Left Side Length: 41 ft
Left Side Window Area: 32 sq. ft.
Left Side Shading: 24 in
IC3. �.a �3
■ . coot
■ COMPLIANCE Version 4.6.1 Copyright 2015 Energy Systems Laboratory 3304 Ferguson Road Page 2 of 3
■ UINI ATOa
Estimated Annual Energy Usage
Proposed Peak Electric Demand:
Proposed Total Area Lights:
Energy Usage Category
Pumps and Miscellaneous
Ventilation Fans
Mechanical Ventilation
Space Cooling
Space Heating
Domestic Hot Water
Site Energy
4.1 kW
1,319 kWh
Proposed Design
Standard Reference
Gas (therms) Electric (kWh)
Gas (therms)
Electric (kWh)
0
88
0
88
0
1,216
0
1,627
0
132
0
246
0
3,547
0
4,191
300
0
499
0
116
0
167
0
420
4,983
670
6,152
Conversion factors:
Site to source factor: 3.16 for electric or 1.1 for natural gas OECC 2015 R405.3)
Unit: 1 MMBtu = 10 therms or 1 MlYll = 293.1 kWh
IC3. �.a �3
■ . coot
■ COMPLIANCE Version 4.6.1 Copyright 2015 Energy Systems Laboratory 3304 Ferguson Road Page 3 of 3
■ UINI ATOa
D
P
ENGINEERING
Ability + Integrity = Quality
Customer: V Patrick Gray Custom Homes
Street Address: 3304 Ferguson Rd
Sub -division: Ferguson Place
Municipality: Grapevine
Lot: 16 Biock 1
P-delta Job No.: NT-250040
P-delta Engineering
P.O. Box 251191
Plano, TX 75025
Texas Firm Registration Number: 14814
Plan No. Spec
Post -Tensioned Slab -On -Ground Foundation Design Letter
This letter is to confirm that the design of the subject foundation meets the minimum design requirements of the
International Residential Code. 2021 edition. the Post -tensioning Institute. the American Concrete Institute, and the
American Society of Civil Engineers. Dead and live loads have been calculated and applied to a model of the slab with
soil parameters as described as follows:
Geotechnical Engineer: EWI
Geotechnical Report No. HC226957R
Report Date: 1/27/23
Soil Parameters: Allowable Bearing Pressure Potential Vertical Rise Plasticity Index
1500 psf i=�
Center Lift Edge Lift
PTI Criteria: Edge Moisture Variation (Em) 7.4 ft.
Differential Swell (Ym) 1.3 in.
Thank you, we appreciate the opportunity to serve you. our clients. and the public.
Sin erely,
C 5/23/2025
roberltKramm, PE
P-delta Engineering and Materials, LLC
4.4 ft.
1.9 in.
QP T4q���
9 e
ROSERI EDWARD KRAP� M
.. ..................
89360
ICE
�IU S�G�tStCENE N�
Office: (214) 496-0575 info@odelta.net
`
1
10'DE
I�
I'25'
I
REAR C+LDO LINE
"
UJI
W
4
'
OI
Walk Dave
I
n
N 89°2l'S0"
E 15.0' - " 51ae rung
• slae rwk
3304 FERGUSON
je 1 6
1 2 ;.t.$
- SITE PLAN INFORMATION - ;tIll 16
STREET: 3304 FERGUSON RD. 2;E$?� iI
4P
CITY/STATE: GRAPEVINE$a�r
SUBDIVISION: FERSUSON PLACE ` `IFs5 § lE
#.% HIMLOT/BLOCK: 16/1 5 �1; o
ZONED: R-1.5$*9g
`i loom
�I I
- SITE PLAN NOTES -���� g
BUILDER TO VERIFY LOCATION OF HOUSE, BUILDING
LINES, EASEMENTS, AND SIDEYARD SETBACKS ';q
PRIOR TO CONSTRUCTION. ^w��
- GENERAL NOTES -
ALL WORK MUST CONFORM TO THE 2025 NEC AND
ALL AMENDMENTS.
ALL WORK MUST CONFORM TO THE 2021 IRCABC
AND ALL LOCAL AMENDMENTS.
BBO4 FER(SUSON
RD
&RA*EVNE.
- LOT COVERAGE SCHEDULE - TEXAS
LOt FOC[ 16 1
wOAN.M �RA`Slr7CM
LOT SIZE: 1,511 SO. FT.
CONSTRUCTION
40% OR 3,004 SQ. FT. VIIII 65
CALCULATION = 2,634/ 1,511 = .3501 or 55,,0'M ""' 9'
�r 6RM GAfOr.
MAXIM M 60% or 4,506 SQ. FT. pea
CALCULATION = 4,045/ 1,511 = .5385 or 55, tea •. ras"j
Sheet: CI-101
n
5 89°2T'50" W 'T5.0'
b
10D.E.
'
�5� REAR BLD6. L NE
u
r
O
N,
N
o
a .s
LN
62' - & OVERALL
i -6- 2"
L I
30' 5-D6. LrNE
uN
'
4'
Gcnc. �
CiCld.
ry
�
OI
NL71k
DriV[
I
N 84°2 7'50" E 75.0 -
4' side calk
4 Side walk
3504 FERGUSON
a
51TE PLAN INFORMATION
011
1Ho -
STREET: 5304 FERGUSON RD. a t a s
R s•�5ysI�W�
CITY/5TATE: GRAPEVINE
SUBDIVISION: FERGUSON PLACE
LOT/BLOCK: 16/1
ZONED: R-7.5 yy • g �y �
Ys �3€ im
gnus,
CA
SITE PLAN NOTES b�ag8
BUILDER TO VERIFY LOCATION OF HOUSE, BUILDING
LINES, EASEMENTS, AND 51DEYARD SETBACKS
PRIOR TO CONSTRUCTION. m
- GENERAL NOTES -
ALL WORK MUST CONFORM TO THE 2025 NEC, AND
ALL AMENDMENTS.
ALL WORK MUST CONFORM TO THE 2021 IRCABC
AND ALL LOCAL AMENDMENTS.
k°rho
5504 FERGU5N
RD
GRAPEVNE,
- LOT COVERAGE SCHEDULE - TEXAS
LACZ
LOT SIZE: 7,511 SQ. FT.
GON5TRUCTION
MAXIMUM BUILDING COVERAGE: 40% OR 3,004 50. FT. DRAwN65
CALCULATION = 2,634/ -7,511 = .3507 or 35.0-7% "" ` ""
911110tf. GM � TOM
MAXIMUM IMPERVIOUS COVERAGE: 60% or 4,506 50. FT.
vse. 5-s15 .l°° • r
CALCULATION = 4,045/ -7,511 = .5555 or 55.55% R2 -: (25015)
.� w .... Sheet: C-101
Fire place shall
be direct vent to
outside air
Additional Concrete Area
�., AiZEA5
1st Floor Living Area
° w��'�.x • r 2nd Floor Living Area
Total Livinq Area
e � � 3 Gar Garage
.. e.. �..• Outdoor Living Area
p =alit&or
/ IVIn a dz� a Front Porch
Future Area
f Total Area
a ai�ppw oPee•P T � I �
y 9�L Di ina •��
:i 7 b aaro aw om.
ee
Ny s- + + O a p � t�_•' rip
I I I b
� I I
y I I
Fam 'vil
�P
ie I •• E 1 I °i
io6 Kitchen 1 -
-
Pre
G105.
' t°'
�Iate, Enter
L„1 F.G.• IT 5tod �lO'r
ND - U` 1D FL.m
a �� -Guest
6 'a 1a rt.
IO F4. � H •)o• "w0.
Install 5/8" Type X fire
rated drywall in garage and
under stairs
1
i[ T
owners Suite
+a r L.
1 Gar
Garage
Y.Y FG.
e
Mud " Y �
... a ! t0Fr. a
O M• AFe
A,,T WrnY RF r
d s• oMeN/.
511 5f
50. FT
2037 5f
'307 5F
3344 5F
5q , 5f
5-13 5f
2-7 5F
256 5F
47Y7 5F
' i ',, list Floor Plan
J1-10}VI• . T-O•
6ENERAL NOTE5
1. RECESS S- B 'N GARAGE 1_I/T
. SLOPE AS PERT
2. RECE65 SJa D PATOG 1-1/7
. SLOPE AS M.x F3IGINEER
V.LC$9 ADDITIONAL MATERIAL
TO BE AT TO -NE -OF.
VERPY PIT. DMOR BEPOR[
LONG'RUGTION.
5, MOP GLAD 31-1/2' D ALL 5+0/49.5 ON
PPOT ROCK
•. 26' 1•iC GHOYfJI 000R5
5. 261 a0' D fPE OR LPENNGS
6,
FLOOR TRISSES DESGN® TO Be •'-6•
orm no ^" 1/b' DECrNG
FR MG CONTRACTOR TO ADJUST
T es SIZE •/ARMS)
T BEDRLCM AIMOOAIS I O MEE
EGRESS RE±tIREMBITS
b A.J. PORK WST CONFORM TO THE
2025 NEG ArID ALL AMENDMENTS
ALL rVRK MIA, CONFORM 10 THE 202,
RG/BG AND All. LOCAI. AMFNDMENT5.
.. A" PALLS M POCKET DOORS TO BE 2X6
IO ALL PALLS m P,LMBNG TO BE 2N6
11. ALL PALLS OVER. 12' TALL TO BE 216
12 ANGLE VENT "M TO REAR PLAW
OF MG1SE
LEGEND
N.C.
HOLLOr1 CARE
SG
SOLID=tE
FD
FRENCH DOOR
SA
SN6.F HUNG ANDOM
DH
00.81-E HJ roAIA
rG
R =o __✓OI;cn
Cl5EMENT N1dMCA
FAT.
RILL ARCHED TOP
SA.-
W&MEN m AI[Lf® TOF,
TRANb
'RAI°bL1H
AFF
ADOJF —N F•J FLOOR
LO.
CASED OPENNG
K.S.
KNM _PALE
UP
D 1N m
TO
'RASH ORArQ
EC.
EN-ERTNNMEI.T CEN,ER
ND
HOSE BOB
FG.
FLAT Cz „*
GD.
GLASS BLOCK
GL
G.ASS
R.S.
ROWH SA/N AWO
4
Cr — Z
CIF
L[N-LASTER FIN5H
T OB
TOP LF EIEAM
S.RO
SHM'ROLK O►EN
a
VIPs ��F'�
ago•T,�'��
z
� ateD ps
Rs•�5 s �W�
p��g��agp�e
IE 2€ I_y�
Yn �9��3�gIgS TN
CniibS L�i�
b�ag6L6�r �$ y
mTm'-ee
Ne°bD.iGlOEDN6GG.
Aodms
5504 FER&U50N
RD
GRAPEVNE,
TEXAS
Lot151— 1-1
Slbdv L— rW�
LACZ
GON5TRUGTION
DRAJNNG5
BYIIdt, b ' TOM
Dace. 5 25 Joo . 2•
RvE. •: (25015)
Sheet: A-1Q1
I I
I I
I
wr -------------------------
Future
Loft Bed Rm. 5
Ifi _
It I/
' 12F.L. In T T� uLt.fC Sffiil 5,
Bed Rm. 2
Fu
- -!. _ +'L a, _ �.c. 'sc • - u----------
1..r�tl1fwr,.,a--
` � aP+Fa • III _ �- �4 n _.
7
o a❑ Bedroom 4
Bed Rm. 3 F ..«w
I ••.,Pa
I '
• I � w
_._. _• � I I �.'. Mcritln 1 '
i MI pwF.F. SIIIYV w f
L------ T-D
F I.
I I n r
wl. ao uFl
rt1; NOOR PLAN
V4F FL1'C
a
IM 1101v.
� ate ps
R s•�5 s �w�
p��g��agp�e
Yn �9�g�gl ggg�TN
,00 TMwe�r+e rn
Yw\JOLiLlOB161I0.GP.
kd-
5504 FERGU50N
RD
GRAFEVME,
TEXAS
S'bd Insi I PLA= PI
FLALG
GONSTRUGTCN
DRAWMC-5
ttY116K. H � TOM
Die. l 25 Jep . 21
Rvl. •: (2WIS)
5heet, A-102
Mldpo fk op
Tall" t R,ops
�7T�' mom10 •c 21M' /btt
20M
rum
^.o }
rpw EL
y F
so.l. maw,
rNo
r „ r
LLLH
1�
y e _
I
IYAIE�j
u_ ex,ee ae w.LLs TD ee
ce++a.T•L�6'ER wNr,� FRONT ELEVATION
'�10�' 1/4' a 1'C•
_ m_r
tal'nw ••t •:
OFe^Ie e
Cu:boor
L vrq n
a
� ate ps
Rs•�5 s �W�
p��g��agp�e
$•'6 y9 yy�a �22r ���11;�
Yn �9�g�q�ggg�TN
49 WIN
MN'R �
'no•iaune�.Mt we�^e ue
�d-
5504 FERGU5N
RD
GRAF'EVFNE,
TEXAS
loti8lxk. 1b/1
6*4 env wn
►LAW=
GONSTRUGTION
DRAJ"iNGS
cl.ft spec
9YII6K. H `M TO
DSc. 5 25 J • 21
Rvt. •: (25015)
NJ. E,(i6.1011 IW.LS'O 6E
,•Mp�T •L/BTeR.MSM !-2� RIGHT ELEVATION
09 1/Y a 1'Q'
5hect A-103
ALL F-PRIOR rUI,LS TO 9F
!L T rL I6 -MIS+
9
15[FF
�NQllbw Wryer
REAR ELEVATION
uu
rasp
nna Y' F
r5fu
tK _
sam Flea
—--
a 1 I
1 I �
21p Fl. Rra ]W Ft.
id1"r'I511 ��•/ , �---�f __—II�_1p'_.�—.__ idi"►
Outdoor
LINnS I�
Mt r.r. — _ _ — — _ — — — — — — — _ _ Mt F.r.
ALL E%TGtO[ V%4. 6 TO M
GE4CN1 /LA61ER r.e
LEFT ELE ATM
l..lpy vw. V-p.
a
!"!Pap
� ate ps g
R 3•$5 sW5
p .Ilmn
$�'6 y9 R�a �22r ���11;�
Yn �9�g�gt 9999�TN
'ioo• cSIwolL Ave aufm I.e
Wm4M4TM aTPV
W11C•'1�
YYItJOLiL.0i614GQ�
CAM
Aoaress
5504 FERGU50N
RD
GRAFEVRJE,
TEXAS
..cvelxk. 1b/1
rLAP-LAW= OM
OE
GONSTRUGTION
DRAWNGS
umrr spec
9u116K. .oleo
TOM
Dse. 5-5-25 Jep . Z•
(25015)
Sheet: A-104
to -.Ise
" l0,' Flfe
- ----------------------- to --------
N4� (]y� t1xo'' P �/ V_ �Mefe 0— :e Irtertlea w prMe Lft bsale ee^)truat!o �IVrl W —jq
7 to .L4.v U bww M. wvee�e Tneee p— —t be .erPim viethe d by
T ` the w der gagers eaetrr.'ar of Ws fw. Pry error arW a o af!an. 7 rpwe.
,yT`�' ;• T a� F i. !o be brpMt 10 the !mr�eGG tYe sterRioe d the Dnlgror belorc ec�.trrt'on.
D j@ N j p ti B doer Sh-d obtain—eplete e W --g ee uf, MVA . aw .tract a
l L Ill Nnl Draw rw — =V.1 a
.,.I bagirc ^6 w+.Lructtria— �G� d ary tlrtl NOt[, faoeral, State. aM
O 9R LPaa 4eaes, el [ace precea — over eay ps[ d Nate
V pl— Ttl9! P,.Ml9 AND TME.R .9E ARE THE PROPS -OP J DMTON t
A&rp G TES AND ARE NOT TO L UaEP FOR CON(aTRIKTION. MAW, —Acm.
in c OR PWR=XED 6r MY MEMS VYTNQ.T THE ErTRESSED YRRTEN PERMI6WN
G OF J OOLTCN A ASSCCLATES. DNR3rSD PL~4G 4'DE. IELOPMdT. W,.
- - I
N/.
-- l
I
_ I
l'
ELECTRICAL
SYMBOLS
lnJ r.LILS..'s FM 1'.Xrrr
LGILR+G FM
--------� rtrtv
1 m _ - � , 1 I 1y�y 51•0� L�6M�
I V
^. T.V. UGHscocz
..
I
r To
iREAO L16F1i
FLG^ESETIT
YN -/ROOF GVIL[I
____ ______________ ��' ��� G.O. ClJLIlK Ot3itt'
ojTLn
RLGCITAGLE
a RZC,
. �-----�--------- ' RecerrACLE2x
S - -
`rO c��-. i •• arxrcw
--_
T.V. TO Liatl M1 - _ O FLOOR GVT-P
•.bloc[ L!'LLTLR
a4CJI .
ji
LEILS 6 HCA L t
BL 6ENAL NOTES
;mil}
.� l ^Cwbwvn. 2GY
-
cD.-----
r
4D.
�• u
U ;
1 `1 let Floor Flan
a
ago•r.�'��
� ate ps
Rs•�5 s �W�
Yn�Mu
y
mva -ee
rvveoroevewu«
Aod-
5504 FER&U50N
RD
GRAPEVRJE,
TEXAS .e tan
rLA"
CONSTRUCTION
DRAWINGS
C'..t SrCG
bull", r. �y CSTOM
DY.•'. •S-5-25 JOO . 2•(25015)
FH_ 211L:H�i^
Sheet: E-1Q1
I � i � ``•T.V. �T.� t I
I
r I iI J
LL''77 M
TO
� uTVI
u � '71
ELECTRICAL
SYMBOLS
I OEILNG FAN. LIGHT
�� LFLLIH6 FM
Ly Eq ST FAN
III E .ST FAH . L*.-
FLow LIGHT
4'7 wo- LIGH-
(D ItecESSm LIGHT
( . T
E AALL
A TRGD LYSHT
•Lo.RE44R
O w/ AA- -Pqc-F Q,TLLT
GD. 6AAS1 mvISPOSAL
O CD LGLLN6 CUT -ET
OUTLET
Cl. -BX M" -AO.F
C P40
—C--TAGLE 220
•- SwIrG
G RLOo1. OUTLET
9MLXE D GTp
—J GILLNG HIATO!
GENERAL NOTES
nas ws cw.v. m a. wa Hcc
ry m.
r t 1 jW FLOOR ELECTRICAL FLAN
v4' 1.1
a
� ate ps
Rs•�5 s �W�
p g 64M
�22r ���11;�
Yn�9� }gj1�q�99Y�TN
soHiaunA�.Mt Ave��e ue
YW\JOLTL.OiO14GOH
5504 FERGU50N
RD
GRAFEVNE,
slaaaA..IOT1 ��fON
CONSTRUCTION
V RAWMC-5
urrK smlG
BYIIOK. GHQ Yfi VSTOM
0— S 25 Jee . 21
Sheet. E-102
PDELTA JOB NUMMIZ
NT-250040
V PATRICK GRAY CUS70M i IOMES
LOT:Ib BL0GK:I
FERGU50N PLACE
3304 FERGUSON RD
GRAPEVINE, TEXAS
PIAN
SPEC
DESIGN CRITERIA
DRAWING INDEX
GENERAL NOTE FOR JOB:
SWEET CS
COVER SHEET
The Foundation and franirg For this project have been designed using accepted
SWEET 51.0
GENERAL NOTES t FOUNDATION DETAILS
engineering principles and practices in accordance with the codes ad ordinances of the
City of: GRAPEVINE and the follauirg:
SWEET 51.1
FOUNDATION PLANS
INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION
SWEET 52.0
514EAR WALL LAYOUT Ist FLOOR
AMERICAN CONCRETE INSTITUTE
SWEET 52.1
SWEAR WALL LAYOUT 2nd FLOOR
P05T-TENSION INSTITUTE
SWEET 53.0
CEILING JOIST LAYOUT Ist FLOOR
AMERICAN SOCIETY OF CIVIL ENGINEERS
SWEET 53.1
CEILING J015T LAYOUT 2nd FLOOR
AMERICAN WOOD COUNCIL
SWEET 540
ROOF BRACING
AMERICAN SOCIETY OF STEEL CONSTRUCTION
SWEET 56.0
SWEAR WALL DETAILS
DESIGN LOADS
SHEET 56.1
ROOF BRACING DETAILS
BA51C WIND SPEED: 115mph (3-5ECOND GUST)
SNOW LOAD 5psf
FLOOR LIVE LOAD: 40psf
ATTIC LIVE LOAD: 10psf (U.N.O.)
REQUIRED
SPECIAL INSPECTIONS
DATE REVISION I SWEETS
❑
FILL COMPACTION TEST
❑
PIER PRE -POUR INSPECTION
FOUNDATION PRE -POUR
❑
CONCRETE COMPRESSION TEST
❑
POST -TENSION ELONGATION
SWEAR WALL INSTALLATION
❑
FIELD WELD CERTIFICATIONS
❑J
CERAMIC ROOFING INSTALLATIONS
�J
FRAMING INSTALLATION
6230 N. Beltline Rd. Suite 300, Irving, TX 75063 - Mailing Address: P.O. Box 167631. Irving. TX 75016 - PH: 214-496-0575 - Fax: 214-496-0577 - info@pdelta.net
NN
P-mo lq �
ENGINEERING
P•delte Engineering, LLC
AGallt v-hitegn6v= Qua/iry
Texas firm No.14814
5/23/2025
M: SIX WPENeO ON MS DMW MS
AW03M 9T AOBERI E. OWY. Pt. e9MO
COVER SWEET
GATE: 05/&-M
Jae No. 5NEET
NT-250M ICS OF 10 fj
v � BRKK
— HKiICHAIRS
f - 6 MIL POLY (MIN)
DOUBLE DRAPED
Ir BEAn CABLE
CABLE
.3 CONT IF
DROP 15 GREATER
THAN A V2'
:s
0
r3 REBAR BULL
LOSE NCT NEEDS 11
AT 511CMER DROI
I b nSLOPE
e— CABLE
I — MR. RAT (MIN)
-i
12' BEAM CABLE D
PIPE PENETRATION
1� (2N4 ABOVE
1 BELCH RP
I5 PIPEjLpR LARGER � CABLE
PIER DETAIL
SLAB-3234 50/FT
WIDT
(2'TH DEPTH (nj
E%TERIOR 12' 3p'�
ANTERIOR 12' 30'
® !'AAB CABLE
ML POLT (MIN)
- D
a
le
LE DRAPED
BEAM CABLE
-- ._ 12. MIDDLE Of "BEAM
® 43 24'K24'A 15.93 IX
s3 CCNTNu0D5
b 12° DOUBLE• DRAPED
BEAM CABLE
t5LABIBEYONtDAS CABLE
I .. 6 I i I UDRAPED
17 BEAM CABLE
BEAM PROFILE
— l5"a CABLE
DRAPED BFN'I +III
CABLE
C.
l 5'-I
E 51RPRLTtD BY CNAI ,
STAKE, OR EQUIVALENT.
BEAM SCHEDULE
OTT BOTTOM
CABLES
2 2
2 2
SLAB T14ICKNESS=4
® } SLAB CABLE
HIGH CHAIRS
6 MIL POtT (MIN)
DOUBLE DRAPED
BEAM CABLE
® SLAB CABLE
� i�
6 n:L POLY (MIN)
Dom, DRAPED
12' BEAM CABLE
= DOUBLE DRAPEI
= BFAM CABLE
2 .4's P 12' OC
12' MN V INTO
LINDISTURBED SOIL
SYMBOL LErAKD
COMMENTS
CABLES BOTTOM OF ALL Enj K&W
CABLES BOTTOM OF ALL IINNTTEEkk
DEAD END END
BEpn STRAND
� DOu&E BEAn ��
STRAND
St
S
Foundation General Notes
DESIGN,
1. This slab -on -Bard has been desiged mirq accepted argF ese-I g
principles old proctkp In aaardace, with appropriate
recarrrrddwro as set forth by the Post Teeimig kntttute,
the American Concrete Institute, the ktlenaliwal R—dental
Cade, 2021 edition, and redo and ordlr c of the City of.
GRAPEVINE Slab I. deeiWed to support a strut— pr-Wed by
V PATRICK fFAT CUSTOM NR$5 1 Daiip Los& s 0— An tM Coca'
Sleet. Mormon frost depth 1. IP Shc pararetrs were
dstarrrrked from EWI report ro. HC22&%7R dated I/Z7/23 as
fall —
Alkwillble Bearing Preswra: 15ODpef PVR: 3.5i1. PI: 26S
2. Bean sites ad spockq, stmid %xnUtim ad k-A ore shown one
k lrMrM rieplra re to for the system to oMgKg ly meet the
perfaTnaee mWire ne me of the Post Tmeimirq Institute. It
skald be Mal the design goal Is not to elmhale all fo-elation
--eared' but to limit slab flex-e so that differential
mev'"s"t will rat caee - color�L. costrees
3. This dai does rot allow for Improper drainage, trees located
clamor thm their rnabre height to the foundation, mprgw
mraent—' r stun ad -gLect by the Parson/Parson.
contrautd to follow this design (mprrper mairtmoce is defined
as rot mahtnkrhg consistent sail melstme cmtarts or strengths
on all sides of the fo-lotion, whether It be Fran pandrg,
e'oswn, exeeseNe T.h.W frrn downeg. is or gutters, porter
lmi k or clogged draeage lines. See rote DA below).
GENERAL.
I. gam boords re to be met by a wneyar using dkneslon. Fran
the —ht--trod dr.—W, ONLY. Dkneriare Shaun an the
dnoukq are far location, hire, and cliel Y of skit sUffelkq
beans and renforcirq Plarerred. P-DELTA ENGINEERING AND
MATERIALS, LLC. shall not be held liable for enamper form
board plrwrred.
2. Contractor dill verify all dW,—[—, W.A., drop, opairgs,
inserted Iterns and Neld conditions before cacti—ticn of slab by
mardkntN between the architeewrd drawings and the f—.i t r
plane.
3. Ammar Ioostkrs may be moved up to 6' to pi Draper
cI-- frarn pbmbeq pipes, INAC .,.tees. and etsctrtcal
car&hs.
4. Slab shell be feral stressed apprmkrraely seven dots after parr.
Pateres l stakq 36 hors ~ par will reduce (not mkate)t el
ock. from eta shrkkam
5. Pkm may be revered in field.
MATERIALS.
I. Post-teeiaing steel shill be 1/2' dioroter 770ksi, A.S.T.M.
A416 canpl-d wee Strad, goosed with 0.2a ell
thkk— (minmum) pWstk sh-theq. Strolls shell be
treed to 33,000 lbs. ad anchor. and
wedges met to 26,470
III..
2. All a honsle hardware shall mint test —feria established by
the Post T--kV Institute'. 'G.W. 5paiflcatWe far Post
Tensioning Matials.'
3. Concrete "It lave a carenceslve strelith aF 3,000 phi at 26
days (miner—)- Admtrture. moy hove a hamful effect on the
past -teal r-il steel r torrent. Chlarldes, wtflt- and nitrates
should rot be used.
4. Conventual rebar to meet A.S.T.M. A615 Grade 60 (mirren rn).
CONSTRUCTION.
1. All bens should be excavated as follows onI— sp elfid
athewkx by the geotechrricd -*—.
..All tens oust extend 17 (mere-n) kilo rA,twrbw1 oil
ar praprly co-pocted fill.
b. All fill rant be canprzted to 95 ! of standard Prater
density A.S.T.M. -D6% and conform to FNA Meet 74G. ALI
fill widerslab shill be placd In mcordace with geotechnkal
erngknser's specifications. Proper fill ecmpo:tion Mall be
vrifeed by the geot.1hr al e'gn—.
c. Beans bearing an carpetent rock may be fabled at a depth
SOIL TREATMENT NOTE
rot less than 12' below finished tirade Potions of beans
rat beveq on ca Wetert rock shop be excavated to the
design depth ar 12' Into undisturbed -I, whichever is greater.
Bwlden, tares, 7ove1 od—ovotable materials are not
rmsldered cmpelart rock.
d.Beare Mall be clean and free Aarn water and wove debris.
2 Partial pierinq of forelalwn Is rot allowed. Only plea specified
and sheen on the pk— arc to be Installed. Refer to per
details od schedules for Sias, dap" and reinfoxiq rewired.
later taps should be clean and exposed to the bean Pler
reWo-ckq shall be Flush with the top of the pier and shall rot
sxted Info the bottom of the beans unless rot" otherwise.
3. All fir" O'de we
kng shall be done sad r low pLaa ly
rnotrld.
4. Site gra&lg shall attain 51 -Irl fail aa: l from st,.t—
for fiat 5' road siat prinetr. G*dkg and drainage shall
be naiad ned to prevent wader collection or pending Adjacent to
slab, Builder skill adrlme, Fare owns- of proper fatunddion
n+aintsmr Maetus anted fl.tuot— to be mirinimd by
approprida Irrigation well Wdscopkq cosldel I me— nai
clir lc changes of trperatra and precipitation.
5. Trenches fa deep pwmbiq Ines should at be located directly
-der beans. Tanpirq of back fill at pkrnbing Ines Is rewired
prior to fnal grading.
6. To prevent bo ding of strands to —ter, danoged plostic
.leeves ezreedrq 3' in longth shall be repaired. Mminm of 12'
exposed at dead ad is oxoptobls.
7. C-aste —t be well crosolidded ad Vibrated anal all end
ahors to prevent ImI falwes duriq streaekq.
6 Woad sole plates at all exterior wall., ider'or braced wall pareL.
ad all wood MII plate. Mall be aehmd to the fardation with
acler bale speed at 6 feet (mmkwm) on coder. Bolts shell
be '. Inch n dlondmir (mwmnm) and shall be mbeddM 7
tiFes (maimam) into von reu. A not oil washer shall be
ghtened In each aeon- bait, with two bolts (miarrvn) per
plate section. End bolts to be worded betu:sen 4 and 12 Irks
fran each end of each plots sactim. Interior beorirq wall sole
plate. rod pat of a brattd at peel .hall be acla with
.w. d fosterers.
P05T-TENSION STRAND INSTALLATION!
1. All —1— Mall be installed 4' (minis—) below tap of
—.0 at edge of sled ad 6' (mkirnxn) fro n earners.
2. Anchors with pxket farmers must be securely fasted to form
boards in a roarer that Prevents cenat poste fron encroaching
into wedg. reds (20d nails armerded). Fixed aches
should be attached with 3/4' 6w— from, faun bard.
Secure wIrN of aches 1.—irtable.
3. Plantk Mmthkq stall be rerovd up to 3' (mmkrsrr) belied
IW end anchor osssmblics.
4. Strand Mersatiare, to be tied sWtWq at dead and to diva end,
removing stock to mNmim mnrerent dw" par.
5. Support strands and rabr on choirs at 4' (maalrnm) o.c.s.w.
6. Find Mrsseeq shall not arcur until co .0 strength attoi s
2,000 pl (minion-n).
7 StressI pockets should be Warted within 7 dp/a of final
strewing operation to pwant ,arrosln of the anchor and wedge
st
.embly.
k--
P-dh]
ENGINEERING
M1deb EabsrlaL LLC
Abdily+/nleprily- prA71iN
e!laM. uululrsrGr aaa eHa(n 75a6r
Md"Ad*mP.M.M 167U1. IMmU 75016
tM=21144leeM/e Fu 2II"WO577
RAN
SPEC
BUILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU5CN PLACE
33D4 FERGU50N RD
GRAPEVINE, TEXAS
NOTE:
The use of these piam ad specifications Mall be restrktd to 5/23/2025
U. rigeal site for which they ware prepared. Any reproduction
or distr,butim Is expressly Invited to such wee. Any other
reprdua:twn, —se or dimi~e by any meUad In whole or n
Fort is prohibited. These spedfkatiae contain proprietary
IMa+natbn ad title rarolre with
P-DELTA ENGINEERING AND MATERIALS, I.A.C.
tit:• O
NQm
REFER TO 501LS REPORT FOR EARTHWORK/ SITE GRADING E
DRAINAGE. EWI (REPORT NO. HC22(#%7R, DATED 1/27/23 PAGE
5-6}
TIE SEA 7PPEARK ON INS DOCI.AQO W
AUTHDRIED BI RDEERT E. 1061MY, P.E. 893E0
FOUNDATION DETAILS
DATE: 05/111
� NO 51
NT-250040 ISJ"'.0 OF 0�
CABLE TAKE OFF
OTT, LG. T.LG. 2 SPACES 4 s-YE 5 SPACES P T-A V4'E 2 SPACES 0 T-3'E 2 SPACES 0 3'-5'3 2 SPACES • ,r-rE 3 SPACES 0 3•41 I/IrE 3 SPATES • T-6 L4'7
7 27 $4 31�3 9 mm N
6 34 272 5
34
3 41 123 B34 _ _ ___ _5liE ____PLAC
FWA
Q I Bj---
IITfEE-
4 60 240 k I I I
v 42 744 ;
yyyy,�y...� �oQ—_______
K TOTAL i550 7 8334 r______________ .______________T
I i i 1
F °'IR LAC PAQ NT 531 i 1
1
FIREPLACE PAD TO BEAU I 1 r'
oEl>ru R, TOP 1 13'J770.1 Ic• ' ' 1'
ON CENTER. EXTEW PAD O 1l ' 1 TOP I N N mm n N N vm
BEYOND FOE RACE. SEE LL� J ______ ._____________
IV
L_
M�
BORDER FOR LOCATIONB45 1 i i ______________ _____________ __ _ ____ ___ I____
(OPTIONAL) i N
I I I 1 + 1 ORLP FIX
R SEE
WILD
5K 1 I I I R FOR
EXACT
I I I I E%ACi p[PT11
I
BgK�5 r -'I •- - ------- -
I I I I g
I 1 I I
I I I 1 I
SK s--
1 I 1 I
a.. I I 1 1 I
SAC_-------� ��-------_--_ .----------- --------------- `�� :_ I
NBiiK6------------------------ i----------- --1 1 --- --
7
9 I 1 1 r_______J L______� 1 1 I
SK I I I SEE I'm 1
1 I I I PIKE PAD 1 1 1 1
NOTE
SL5 r______. '
1
l i ----------------
(OPTIONAL) FOIL i i M' rap
5NOIER SEE
1 1 I 1
EX CTT DDER EOR
PTTN. ".4
IIY TO SECUREBEAM ANOUR A�« ?< TWI �'1 •LOm
L- _I B77 °i�BSI
a-311 a-31n' a-r
p4W[h]
ENGINEERING
FMB ERsYA4FIRL LLC
Abdiry+/nhpr1ly-0-111P
UnN 1 0- W 5rI MMMU 75M
MimmAdibm lIN1E71KIL MMU7501E
001-214 864M F.21"WO577
T-Ifi,k"9c W—WI
PLm
SPEC
BMDM
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU50N PLACE
3304 FERGU50N RD
GRAPEVINE, TEXAS
5/23/2025
OF
TIE SELL APPEARII6 ON MS DMAFID W
baL 4MIED DT WR3 E. KAAML P.E. 893E0
SLAB•3?34 SOFT BEAM SCHEDULE SLAB THICKNESS=4 REFER TO 501L5 REPORT FOR EARTHWORK/ 517E GRADING 1 FOUNDAT,ON PLAN
WIDTH DEPTH 0'T7 EOTT DRAINAGE. EWI (REPORT NO. HC22(*%7R, DATED 1/27/23 PAGE
(m1 r. T BOTT COET'IENTs O FOUNDATION LAYOUT 5-6) ---- IDATE: 05/16/2025
EXTERIOR ? 3V 2 ?CABLES BOROt7 OF ALL 7 SI,; SCALE 1/8' - II-0' im No 5ME7
NT-250040 51.1 OF 10/
`INTERIOR 12' 30' 2 2 CABLES BOTTOM OF ALL _ /
A 5IMPSON STUDIO DR UTTA W SA' DRA ANCHOR BOLTS.
INSTALL BOLT WISII`WWN SET EPDXY, 't EMDHENT.
A 96TALL SIrVSON'TITEN W !TOYS' BOLTS
-_
C5-WSP (CONTINUOUS SHEATHING -HOOD STRUCTURAL PANEL)
REQUIRES ALL SURFACES FROM BOTTOM RATE TO TOP
PLATE NAVE SNEATUNG NAILED AT V O.0 OR LAUSS
OTNERHSE NOTED.
PFN (PORTAL FRAME MTM HOLD-DOWNS)
W5P (1ND'Ip STRLXTIRAL PANEL)
GP (GYPSUM BOARD)
CS_5FB (STRUCTURAL FIBER BOARD)
tl2ML
I BRACING METHOD USED, HOOD STRUCTURAL PANEL
3. STUDS TO BE SPACED P W O.C. UNLESS NOTED
(05P) AS PER 202. (IRC) FOR A BASIC HMO SPEED
OTNOWISE
OF 115 mph 0 SECOND GUST).
A. ADD BLOCKING BETWEEN ALL STUDS AT 5WATHMG.
2, DENOTES PVW" AM UNT OF SHEATHING AT
JTS.
JOINTS.
LOCATION FROM BOTTOM PLATE TO TOP PLATE, SEE
S. ALL WILD DOWNS ARE TO BE R61ALLED AS PER
NOTE A EXTERIOR NALL BRALRG FOR NAILM
MAMIFACTURER'S 5PECIFWATION5
PATTERNS
6. ALTERNATIVE HOLD DON FOR 5HEARK4L5
6.-01
(SOW5O STRONG TIE 'STUDIO')
Y.'4
4-0.
31-IY
Dy' OSB - RN
YR' 05B - RN
Sh• 05B - CS
OIL ON r( EM
NM ON 3Y EDGE
NUL PI A•( EDU
3% N FIELD
3% IN FIELD
OY N FIELD
t — A
-
COULD RISE
CQ 815E
OR N0.D DOIM
OF IYAO DGiN
SII-ON SITE -BUILT PORTAL
FRAMFRASTSTETI
(PSF) STRONG YIAU
NITN (2) 1 W . D W LVL'.
F;I
d
S
SRIPWN STUDY/ OR NTTA SIPSOI STUDIO OR NTT/
W SM' DA A Hm BOLTS,, - W ww DIA ANCHLR EOLTS:
INSTALL OMT WSMPSCN IN5TALL BOLT k6rViON
SET "My, T 9OEN EET - SET EFoXI,, Y EF6EDMENT
15E SIMP5011 STPAS - `' DRYNILL ON0 /IA;L .-/ wTN ry� IwL EiY - GP
-K7 NNL ON T'( EDGE
ON N FIELD
e
A n
ca �i> at R�>• e e
----- -----
elt
1
�f
r
STHM OR OTA
DU AN3M BOLTS
BOLT W511YSON
1", 7' BMBEDPW
COL" bw
CA "DON
101
AP-Y
O4' DSB - cs
OIL ON AY EDGE
O% N FIELD
j� 5-IEAR NALL LAYOUT Ist FLOOR
52.0 SCALE 1/8' • 1N-0'
r
U5E SITP,IW STRONG
HILL SSW-I2w7 MTN
SSIF-1fT
'w 050 - PSM
ON, ON Y'( EDGE
3'% N FIELD
NSTALL SI'IPr"
'TITDI W' I,'Y5'
EXXT5 AT 7
2•(
A
-SIMIPWN SITE•BULT-
PORTK FRAME STSTBI
(PSF) STRONF. HAIL
W (2) 1 11, , II W
LVL'Y
II-e'
'•' 05B - PFU
NNL ON 3Y EDGE
3% N FNLD
P_dC lhl
ENGINEERING
FMB ERsYOOTIOL ELC
Abdily+/n669rily-0-111v
tl7PE10- IN50MD. WMR 75M
AN.ICPA.M IPTUL. IMMU 7%16
OOWNR14MRiiT6 Fu2l"WO577
eU; F-n ApAp.Yrr Nantt+:lS'-
RAN
SPEC
BUILDER
o V PATRICK GRAY
�jCw CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU5CN PLACE
33D4 FERGU50N RD
GRAPEVINE, TEXAS
/ 5/23/2025
THE SEAL APPEAW ON MS BUCUNFIB RS
N) "IED BT ROBERT E. IONIIIE Pl. 1193E0
5HEAR WALL LAYOUT
JDATE: 05/6/2025
J® NO 5NEE7
NT-250040 $2.0 OFlow
IhR' 7- r S-R' Iry
'w 058 - cS Voss - cs v os0 - cs v O50 - cS
NNL ON E"C EDGE - - NAIL CN EDGE Nut ED- - Nut ON G"L EDGE - - NAIL ON LGE "C ED
17% Al FIELD 0% N FIFLD W7'L N FIELD rrt N FIELD
Ip C TII-�II jrII I
...RRR7771I1555T BELOA. fECOR
i� �. �' - 'L Tp15T TO BE STRAPPED
- W CMT1115 Ta 6TV05 BELOW EACH END. .
ABIL DONIIS f BOTTOM, TTP.
MTW STRAPPING TO DBL
DS
BELOW 14,�NOLD
, OOfNS f
c1UTM 5TRAPP% AEWUBDTTON OF
WYAD-OrN' w DQl&E 5 LADS rnN. n ,
COKNECTNG, TTP �
-W-W NA
4-A' I'll
Sy'0%-cS %•Os cs IV0`8-cs 7s,•OE-c5
NAIL a 41 EDGE NAIL ON c'r EDGE - IL ON 4'% EDGE NAIL ON A•A EDGE
I2% INFIELD QX INFIELD 7% N FIELD 7L N FIELD
I BRACING METWOD USED, WOOD STRUCTURAL PANEL
5. STUDS TO BE SPACED P W O.C. 041E55 NOTED
(05P) AS PER 202. (IRO) FOR A BASIC WINO SPEED
OTN TISE
OF 115mph 0 SECOND GUST).
4. ADD BLOCKING BETWEEN ALL STUDS AT SWATHING.
DENOTES MINIMUM MQN'T AOF SHEATHING AT
JTS.
JOINTS.
LOCATION fRO'I BOTTOM PLATE TO TOP PLATE, SEE
S. ALL WOLD DOWNSARE TO BE INSTALLED AS PER
NOTE 4 EXTERIOR BALL BRACRG FOR NAILRG
MANA'ACTUNER'S SPEOFWCATOONS
PATTERNS
L. ALTERNATIVE WULD DON FOR SNEARWALLS
6'-0'
(SHPSON STRI TIE 'STHDIO')
z
5HEAR NALL LAYOUT 2nd FLOOR
5CALE 1/8' = 1'-0'
P-Id1h]
ENGINEERING
MEfb EabserIIL LLC
Abdily+/nhpr1ly-0-111v
UnN 1 0-N 5 lWXD. W^LTX 75M
YN��ANI W11I.f.Ila1E7101.IMMU7%16
0flml�1441164M Fu2ll"WO577
RAN
SPEC
BUILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU5CN PLACE
33D4 FERGU50N RD
GRAPEVINE, TEXAS
5/23/2025
WP50H 5TND0 OR NTTA W SIB• DU ANCHOR BOLTS,
ffy ��. � � �� G -�
INSTALL BOLT N/SMPSON SET EPDXY, T EMBEDMENT
��L ::
Q INSTALL SIFPSON'TITEN Wq' II'K5' Ba T5
CS-W 5P fC(MTNUCIA SHFAiIIlNG-Wa7D STRUCTURAL PANEL)
REQUIRES ALL WRIFACE5 FROM BOTTOM PLATE TO TOP
TIE SFIL 1PPEARK ON INB DMAIII111 NS
MRR IM Of RDBERT E. NNIMN. P.E. 09MO
PLATE WAVE SWEATHNG NAILED AT L' O.C. OR UNLESS
MERIN" NOTED
5HEAR WALL LAYOUT
PFN (PORTAL FRAME WTN NOLD-DONS)
----
DATE: D5/W/TOi5
W-P (WOOD STRUCTURA PANEL)
GP (GYPSUM BOARD)
.YB NO
SWEET
CS-SFB (STRUCTURAL FIBER BOARD)
NT-250040
S2,1 OF 10 „
NOTES
I. REFER TO SWEET 56.0 4 56.1 (LATERAL BRACING) FOR
FRAMRG GENERAL NOTES.
2. SEE PLAIT FOR SIZE 1 SPACING FOR ALL CEILING JOISTS,
3, ALL CEILING JOIST MUST BE WALED TO TO' PLATE W/3Nd
COMMON NAILS.
A. ALL CEILIG JOIST MUST BE WALED TO RAFTER WA•16d
COMMON NAILS
5, JOIST AND BEM HANGERS, HERE SPECIIED, SMALL BE
FULLY NAILED PER MANUFACTURERS CATALOG SPECIFICATIONS,
6, MULTIPLE -STUD COLLMNUP SPORTS, WHERE SPECIFIED, 54ALL
HAVE EACH PLY PULED TOGETHER NTH 10d COMMONS f 4'
O.0 {2 ROWS OF NULS RMmRED FORM STUDS).
7. DECK NG FOR UNINMABRASLE ATTICS NTH LINT
STORAGE SMALL Be MNIM"M J' PLTWOOD OR 058, KITH A
SPAN RATINGWA TT MEETS OR EWEED5 THE CEILING JD15'
VA0146
8. MULTIPLE -PLY BEAMS, I44FRE 5PECMFIED, SHALL HAVE EACH
PLY "LED TOGETHER NTH 2 ROWS OF Q COMMONS 112'
O.0 (3 ROWS OF NUL5 REGTARED FOR BEAMS EXCEEDING 12'
MN DEPTH
9. ALL MULTI. E-PLY BEM CALLOTTS ON PLANS SHALL BE 62
SOUTHERN PINE UNLESS NOTED OTHERYISE
10 STRONG. BACKS MUST BE SAME SO AS COLm JD15T.
REF: INTERNATIONAL RESIDENTIAL CODE 2021
CEILING JOISTS! UNINHABITABLE ATTICS WITH LIMITED STORAGE,
DL- Sof LL IL>DsI, A- L/240
D. IW ILL . AnJ, A • L/240
SPAN CHART FOR #2 D-FIR
CflLRW JOISTS CEILING JOISTSDEAD LOAD - 5 DEAD LOAD - 10
LIVE LOAD • ID LINE LOUD • 20
12'L17
' q2' 24' 12' 16' PH.r 24'
2 A 4 U-S'3- 10'-T 4.10' 4-D' F-R' 81 r-r
2 r 6 M'-6'8' 1V_r Ir-10' W-10 12'-ICI II A' IO-6'
2 1 e 25'-WO'21' D' W-4' W-9' W-3' LN -D' 13'-3'2 ■ 10 NJNe-A-A 25'-8' 22'-1" 22'-11' KV-10' W-2' W-3'
SPAN CHART FOR 42 SOUTHERN PINE
CEILING JOISTS CEILING JOISTS
DEAD LOAD • 5 DEAD LOAD • 10
LIVE LOUD • 10 LIVE LOAD • 20
Ir K' W.2' 2r Ir 16' PRr 24'
2 X 4 11'-10' 10'-9' 1D_' '_2'.4-3' V-O' 7-4' 6'-r
2 X 6 IS'-B' WA-11' 5'-r 13'-1I' 13'41' rY-0' II'-0' 9'-W
12 X 8 2r-r 21'-r W-8' Ir-r 1r-r 5'-3' 13'-0' 11-6-
12 x 10 2W-O' 25'-r 23'-5' 20'-H' 2V-11' b'-I' IL'-4' Ir-9'
122x 112 2 -O x'-0' 25'4" 23'-0� 23'-0' 20-3' 18'-8' K,-D'
S96 '
ARE LIMITED TO 26' IN LE)P.TH.
HEADER SPAN ALLOWANCE
(MAXIMUM)
(PLY) SIZE LOAD BEARING NON -LOAD BEARING
12.2xb's - 4ft
12.2x8's 4Ft Gft
12.200's Eft Bft
12-2x12's 8Ft IOft
LOAD BEARING HEADERS GREATER
THAN 8'-0' NEED TO BE SIZED
aX • NJC9ER OF SUDS
SIZE OF
STJDS
1y!�//////,�/✓//////ll. ---ram
1
luo I
/LLLLLLI . 21,/
1///TTl'TTT/TT.Y / / I //z I I
WATCRED AREA REPRESENTS SECOND
------gg' ! / l / l l tf / T.T7777 7 / - TI FLOOR SECOND FLOOD JOST
77 �y 77 }y7 4 -i ///////✓//////i/////A'//// I SYSTEM DESIGNED FIT OTHERS
///.i{//rii✓////IY//%
(2w Ir
p-NW[h]
ENGINEERING
FMB EIsY6HIIJ(, UC
Abdily+/nleprily- pualiN
UnXINI6AILSd1v XD.W LM175M
W0MA6AIMCPA.M16T1J1.IMMU 7%16
IIP A 2114491146T6 Fu 2l"5405TM
PLAN
SPEC
BUILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU50N PLACE
3304 FERGU50N RD
GRAPEVINE, TEXAS
/////kf////// /.! ! / -
/////////////di%/ / 5/23/2025
K 7//
nl:r'/////fl� -
+Work this joist layout with
Boise Cascade File tt25001410
dated 5/14/2024.
CEILING JOIST LAYOUT 1st FLOOR
53.0 SCALE 1/8' • I'-0'
ptE. OF
F-1h�16
THE SEAL IRTASNO ON THS DOCUNEIF WS
R1MO6ZED BY %%RT E. 10MLLI, P.E. 89360
CEILING JOIST LAYOUT
--- IDATE:05/16/2025
� NO SMtel
NT-250040 153.0 OF 10
�11 I
NOTES
I. REFER TO SHEET 56.0 4 56.1 (LATERAL BRKN6) FOR
FRAMING 6ENERAL NOTES.
2. SEE PLAN FOR SIZE F SPACING FOR ALL CEILING JOISTS,
3, ALL CEILING J015T MUST BE NAILED TO TOP PRATE N/3Nd
Cal" NAILS.
4. ALL CEILOG JOIST MUST BE HALED TO RAFTER W/4.16d
COMMON NAILS
S..OST AND BEAFM HANGERS, "RE SPECIFIED, SNAIL BE
FULLY NAILED PER M4NUFACTU W5 CATALOG SPECIFICATIONS.
MULTIPLE-STUD COLUMN SUPPORTS, HERE SPE',f.ED, SHALL
NAVE EACH PLY NAILED TOGETHER NTH xN COMMONS 0 4
O'C {1 ROWS OF NAILS REQUIRED FORM SYR
T, DECK NG FOR UNIIHANTABLE ATTICS WITH L6
5TORAGE SHALL BE MNIML.M J' PLYYCW OR 05B, WITH A
SPAN RATING TWAT MEETS OR EXCEEDS THE CEILING JO15'
SPACING
8. MULTIPLE -PLY BEAI'5, WERE SPECIFIED, SHALL HAVE EACH
PLY "LED TOGETHER NTH 2 ROWS OF %,d COMMONS 0 12'
O.0 (3 RONS OF NAILS REQUIRED FOR BEAMS EXCEEL%NG 12'
MIN DEPTH
9. ALL MULTI E-PLY BEAM CALLOM ON PLANS SHALL BE 82
SOUTHERN PINE UNLESS NOTED OTHERMSE.
10 STRONG BALKS MUST BE SAME SO AS LEILOG JD15T.
REF: INTERNATIONAL RESIDENTIAL CODE 2021
CEILING JOISTS: UNINHABITABLE ATTICS WITH LIMITED STORAGE,
0g1 DL- Sof LL 1, A- L/240
D. IL451 ILL . 2VaaN, A • Ll240
SPAN CHART FOR #2 D-FIR
CEILING JOISTS CEILING JOISTS
DEAD LOAD • 5 DEAD LOAD IO
LIVE LOAD • ID LINE LOUD • 20
142' 21r 12' K' p.r 24'
2.-5' II'-3• 10'-T• 9-W 4.10' W-R' B-O' T-r
2 x c I R-i' IT'-B• 16'-r IV-10' W-10 12'-10' II'-9' 10-V
2 It I 2V-W 23'-0' 21'-0' W-9' W-4' W-V W-IO' 13'-3'
2 ■ ID WA -A Nok-A 261 27-II 27-1 r p—q" I -F K'-3r
SPAN CHART FOR #2 SOUTHERN PINE
CEILING JOISTS CEILING JOI
DEAD LOAD • S DEAD LOUD • 10
LIVE LOUD • 10 LIVE LOAD • 20
12' K' p.r 21 12' 16' Nql' 24'
12 X 4 11'-10' MP-9' 10'-Y a-3' 9'-3. 8'-0' 7-4' c'-r
j 2 X 4 18- K'-0' 0-T 13'-B• 13'-H' FY o II'-C' 4-10.
2 X 8 2r-r 21'-r PF-8' IT-T IT-r W-r IV -II. 11-4r
2 % W 21-1 257- 23'-5' 2 11' 20-II' 18'-I' K'-c' I
11N�22 X ��12 2V-V 2V 25'4" 23'-0� 23'-0' 20'-3' W-V K'-10'
SPANS'ARE LIMITED TO 21' N LENGTH.
HEADER SPAN ALLOWANCE
(MAXIMUM)
(PLY) WE LOAD BEARING NON -LOAD BEARING
2.2xb's - 4ft
12.2x8's 4Ft &Ft
12-2x10's (,It BFt
12-2x12's 8Ft IOFt
LOAD BEARING HEADERS GREATER
THAN 8'-0' NEED TO BE SIZED
X X • NLA78ER OF STUDS
SNZE
STUDS
ITS r nLLar
rm
If
'1 r II
■ II r II
I r
rAL PAW r
Y r1T r
I r II
In
I I R br•
I� r�
IJ�. u, ,, � u •f2r II
u ;irr
♦ r 21� t es
OF — r
r r r II
I I A• Il r I ��0 ntlMF s'
r
nnrr in1LAc fl r ��
II r II
II r IL_
--------------- ---- —-------------
OCEILING JOIST LAYOUT 2nd FLOOR
53.1 SCALE 1/8' . 1"-0'
p-mci A �
ENGINEERING
M1Mb ERsYMNIrA, LLC
Abdily+/nleprily- pualiN
tl78L r1AlIA�lf�11>o0. My,R 750U
ANocP.8.9m 167LJ1. IMmU 7%16
IIIIP :2211449114i/8 Fu 2ll"WO5Tt
;F-n ApAp.Yrr N. :S--
RAN
SPEC
BUILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU50N PLACE
33D4 FERGU50N RD
GRAPEVINE, TEXAS
5/23/2025
ptE. OF
F-1h�lA
THE SEAL IRTASNO ON TH15 DOCLMAENI Try
NUIxDRIZED BI %%RT E. IOMW P.E. 0360
CEILING JOIST LAYOUT
JDATE: 05/6/2025
JOB NO SHEET
NT-250040 S3.1 OF 10/
NOTES: ROOF BRACING
1. REFER TO SHEET %.0 9 56.1 (LATERAL BRACING) FOR
FRAMING GENERAL NOTES.
2. RAFTERS, RIDGES, HIP5 AND VALLEYS SMALL BE #2
SOUTHERN PINE OR EQUAL
3. RIDGE, HIP, VALLEY, AND PURLIN LOADS SHALL BE
015TRIBUTED TO WALL5 OR BEAMS BELOW BY 'I'
BRACES OF (2)2. 5. THE 'T' BRACES SHALL BE
INSTALLED AT AN ANGLE GREATER THAN 45 DEGREES
WITH THE HORIZONTAL. BRACE PURLIN5 AT 4'-0' OC.
4. RAFTER 5PAR5 EXCEEDING II'-0' WITH THE HORIZONTAL
SHALL BE BRACED WITH A 24 PURLIN.
5. USE 24 RAFTERS P 24' O.C. LNLE55 NOTED OTHERWISE.
ALTERNATIVELY, USE THE SPAN CHARTS PRO✓IDED.
6. NAIL RAFTERS TO RIDGE, VALLEY, AND HIP U51NG 4.16d
COMMON TOE NAILED OR 3-lid COMMON FACE NAILED
MINIMIAM.
7 TOE NAIL ALL CEILING JOIST TO TOP PLATE USING 3 IOd
COMMON. NO MORE THAN 2 NAILS 514ALL BE INSTALLED
ON EACH SIDE OF A JOIST WITH 2.4 TOP PLATE AND NO
MORE THAN 3 NAILS INSTALLED ON EACH OF JOIST WIN
A 24 TOP PLATE.
B. ALL SPLICED RAFTERS SHALL BE SPLICED AND BRACED
AT PURLIN LOCATION.
LEGEND: 5UPI'ORT BRACE REQUIRED FOR
HIP, VALLEY, OR RIDGE MEMBER
�AT THIS LOCATION
LOCATION OF OFFSET LOAD BEARING
WALL, BEAM,OR F05T BELOW
(WHEN APPLICABLE)
ROOF SUPPORT BRACE LOCATION
............. LINE OF BEAM BELOW.
REFER TO CEILING FRAMING
PLAN FOR SIZE
LINE OF ROOF PURLIN
RAFTER SPAN CHART (COMPOSITE SHINGLES)
REFERENCE = INTERNATIONAL RE51DENTIAL CODE 2021
RAFTERS CEILING NOT ATTACHED TO RATERS,
D. - 10 P51F UDO , LL - 20 PSF, n L
RATER5 CEILING ATTACHED TO RATERS•
OL - 10 PSF, a - 20 PSF, �. V240
5PAN CHART FOR 12 D-FIR
RAFTERS RATERS
CEILING NOT ATTALMEE CEILING ATTACHED
TO RATERS TO RAFTERS
LY 16' WY N' 12• N' I F47' I N
t x 4 Id-10' Q-17 D'-N' 0'4 V-IO'
2 x 6 N'-r k-4' 13'-I' If-M S'i' H'-1' 13'-I• II' -A'
2 x 6 21'-0' W-2' W-r K-If 20'3' Md-7 IY-Y If-xP
2 x 10 2V-5' 22-3' 20.2' b'-2- 25'
2 x R 22'-V 2V- 23'-6' 2r-V 26'-V 25'-a' I 2Y-6' I X
SPAN CHART FOR 92 50UTHERN PINE
RAFTERS RATERS
CEILING NOT ATTACMEE CEILING ATTAOED
TO RATERS TO RAFTERS
IY IV 142' 24' Ir 16' IRi' 2P
2 x 4 a-P a-aF d- 7-4' W-5 5' 11 a' -I' T-f
2 x 6 IS'-r W-0 R'-r II'-d It -A- 13'-5' 12'-3' IF-0'
2 x a 14-d I7-1' Pi'-r LM'-IP pr-6' IT•I' 15'•r Ir-II'
2 x 10 2Y-5' 20-3' Id-6' W-V A' -Sr 204 J W-6' V-c'
2 x 12 2V-O' 2Y-10 2r•9' R-V 26'-0' 2Y-Pi 211 ll-6'
FRQFT ELEVAT;;
Q
ROOF BRACING
SCALE 1/8' • 1'-0'
p4W[h]
ENGINEERING
FMB Eftboula)L, LLC
Abdily4olegr1ly-0ua111y
t nXld0U&LSdIw D.WMJx75061
YL��A/—F.0.Ia1671KIL IMn T4 7%1!
Olbell4 86411M F.21HW60577
Te f,kVq 9c W—WI
RAN
SPEC
BUILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU50N PLACE
3304 FERGU50N RD
GRAPEVINE, TEXAS
5/23/2025
OF rel#1
TIE SEA URTIIEM. ON INS DMAE70 RS
NUTIDIEIM BI RDEERT E. xRW P.E. B93E0
ROOF BRACING
JDATE: 05/"25
Jm NO 5WET
NT-250040 S4,0 OF 10/
/A
REFER TO LATERAL BRKIG RAN FOR
EXTENT CE WATHM REGALD
TOP RATE 1
ELEVATION
IEA
i
SWK WALL AREAS ABM,
B
BUCK '"oPLDIT TO
OPENINGS WIN rOOD OR
TYPICAL
TYPICAL
WINDOW09
DOOR
9OOE KOR
G NS
"ALL
1G
(
OPENING.
TBE'M.
ALL NRVORN PAWL JOINTS,
No VIRIIGL FI EL J1NF5
BESBR) -
(WHEN
PRFSFN"
SILL I. Oruro OVER STUDS
SNVi
-
PACT E4
EDGE NNNG OR WAR
LINE ARL 7OC N TIE FELO-'
CONLTT�"JOI S T
H WALL
tNT�T
11"
WI"
FLBU�((f(�ClPPLE
fJ JfrM-ND-OH
STUDS
_t PLTIND OR Ise
SWEAT" OR WITH
51%SIDES
0 WALL
/T7-IN
��AND INIT"
h BID(KIG I V/2•YMP5OR
FACE)
SRN
IONT5 AID fNT2-W
(arm
KI G STUD$NORIBMAL
L aDDOG r wIWTS NDf3•m
rJEATID
AMID T05FW
JOINTS
CCSTID0WD.NL
u"os f(INSTALL
swanN101
BIT=0'5(DEPLETE Pow)-/'YMPSOINKE
HVN-ILO SINKERS
S
(N51ALL BENUB
�
(OCRFTE POR)
All SNAl1IG TO EACH NJG SIW WHO (DMIIIIS IF L'
4Vr IDEA ROD
OC (ALA FLLL IBWI OF STUDS USE w (TRIOS IF
16TNLED N5fP5ON
' DC. PANfl BOLES A/O IF 12' DUN.
SET BONY (B' IMBED))
OIN���F!iIELD
l7
(�W / B s.
147MVI l EXTEND TIED EXTEND SWEAT"
I TO RATE 2 ST' WOES 7 STUD 5 NNI TO BATE
L'U:VA'kx BDUATDI
WALL CORNER OR PANEL EDGE
�Q E16 TO COINER LOW TOP PLATE! A.1P1IN LSTA30 (OR
ADD BLOMNG BETWEEN ALL STUDS AT EEVATOI IQIq) Wd'EY IIWS
�SHIEATHIG HMS
fW PLYWOOD, 06, OR AFFRMD SWEATIM. 1 �pR 7Y Sao BIDONG
SEE EDGE WALING SPACING ON SHEAR LIE WE
0 CC N FIELD PWADE D EL00OG AT ALL PLTNDOD, 0% OR AFFamo
IORIFWAL PANEL AIMS. WAlI11G M,tl (NINON NALS
17 DA AMEN R7D OEL NO PSTNL - I O.C. I PAIR EDGES NO f It
/ W""�I SET ERA, r mamcit _ O C On"
IALTERILTNBT, INSTALL Vr CIA
N-BOLT (r EMBEDMENT) EEFORE .2) i DA AFENR BOLTS,
(DKRETf Pg1N1. INSTALLED W5cvcM1 SET
5mm " / RM5 W'i w AIM �-� BEET (I FNH ow ¢Nf)
(r NSTALIEO XfJM ERW SEi ffCBT,
l I (Y EIBFBf50 (NTEOWMf
1 I16TALL SF7P<DI 571OU �tDl
COIOETE BOP)
CORNER DETAIL TYPICAL +O. PLATE
L�fFSPflA�ED SWIAINAiI._r %_` ELEVATIONELEVATT CHANGE
��(E,,,.�(jj//e�[?ALLII,,IFETT FF 3 I[ A 5 A �•�.
'T' INTERSECTION P05T
CAP SEE SCHEDULE
WWI`
(nOFPTN O COST)
E MINDS POST COLUMN
8°" ESTUD L' NTERYCTKN 105T
V5B PNEL EDGE CAP SEE 504MLE
WARD E NO STID5 LrE PRE56ME TREATED POST BASE
WIN FLOO5 LUMBER WHEN WOOD 5 SEE SC EDAE
1 PERMANENTLT EXPOSED
TO THE ENVIRONMENT.
I VERT GRAN BUG TO 'SN Awl Roo
TLWR J05i`.' WATCH STU05 AM INSTALLED WITH
1 SIMPSON SET EPOMT
(N EMBEOENT
P06T COQJ'N ANCHOR SDEDUIL (9MPWN)
94A M RAN OAR 71:
DLCTLP9FAra' CMR Y/1NFK( lQA Au NA, IPRLAR lCei
F1A91M' TAPE TO MIN, AW S" B(A, ICE/, AA A(A, LFQQ LO/
FRMITT PAL HEADS Alm NA, ICE,, Kdi NA, KA, " l(AFR71 fIFSNNG iNNL.01 (SILO TWID10 80.15 ACE. WAO PENIS TWALW NITS
IF, 0 CBGO TW OLW EATS ACE• I N"BATS TINLN BOLTS
SACK PAPER r ON Fa 47 W'A' IADDI
NOTES.
I USE 51PSON Z-MINI FINISH a U5P EQUIVALENT FOR POST CONNECTORS WITH
PER LENT EXTERIOR EXPOSURE.
2. USE PRESSURE TREATED LOSER WHEN WOOD 5 PERMANENTLY EXPOSED TO THE
ENVIRONMENT
TRIP ^ FLEFATIp/ VIW
5 TOP PLATE ( 7/14' PLYWOOD OR 05B ONLY L .
lop AdF 7
Y OQBI TOP RAtES�
CAPRF 5TJb
_ .. AS RIMIRED
nalw aRwlnN. w ram- HEADER - MIN, 7'.II ' NET HEADER
WADERWN om
k 1WI5 IF QJN-�� 51M 'SON L5TAK (I Y . 5 r 3LMI;
'J EXTBO IEIOR A(110M6NL JD 511051., OR EWNAL ENT
UW TO MUTE ABOVE .NA STND5. FASTEN TO MUTE T.
, HEADER WTN TWO ROS OF IN SINKERS ALAS AT 3' O.0 TTP Y,
>5 IN N WEI .6' FOR 5MLE STORY STRICTURE b
9 . MN IID'H•2A' FOR M N THE FAST O TWO STORY STBCTWES
o (SEE WD FOR MATI STORY WIDTH) E'
w cam MANS fFOR A PANEL SPLICE (IF MOM), PANEL EDGES 5WLL BE ND(KED AND OLUP NiHN - \ ril
A N KING 1 CORE� N O NRREGHT ONE RDA O I'M SHEATHING TO FtN K AIAENG 15 REgUPED IF 4
_ STUDS 2•6 FUMM 5 USED, THE ifs M61 BE WLED TaATHLR NTH NNd 5NKfRS
2WKNIN. 2.
b BLOCK OR � al� SFPSOL HFIA / IRIS IV):' OA NEN R ROD, FBIALLED AR•JFPS N SET TIM, ` L
RATE (r ABEMM) (ALTERNATIVELY, ISTAU SFP5015TND0 BEFORE CONCRETE BAR)
IREYRE iRFA7ED-- OR 1LUOffi. MN (~T CEQ N.
BOTTOM RATE
2Pi
I NG MEM 2N FRAMBEAM (INN )
7 BNTN DETAIL WIRES /0 BOTH PEES O f.IRAfE ODIN:.
OUTSIDE VIEW INSIDE VIEW
GYP YEAR WALL W
1 TO' PLATE
I' EIBVATKN
-(STALL FA' DRYWALL
-- WTH Iv NUL5 f Y OC.
BOTH SIDE O WALL
FRIED AT N' O.0
WPRWD WATMG MATERIAL MAT
EE INSTALLED BENEATH DRINA I
NSTALL YMPONI
TITER C Ve BOLT
AT 77 OC.
GENERAL NOTES
I. ENGINEERED DESIGN
1.1 THE ENGINEERED DES" OF THIS STRUCTURE 5 MENDED TO FEET THE
FRAMING ENGINEERED DEW REQUIREMENTS BY THE 2021 INTERNATICIM
RESIDENTIAL CODE (ARC).
11 PER IRC R30IJ-1 THE EXTENT O THE ENGINEERED DES" 'WALL OE.T
DEMCN5TRATE COMIANCE O THESE FIC COWENTILNAL ELEMENTS WITH
OTHER APPLICABLE PROVISIONS AND SHALL BE COMPATIBLE WITH THE
PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS.'
..--,. , .. •p -.�.
13 ITEMS NOT COVERED GL THESE DRAWINGS SHALL MAINTAIN STRICT
COTPLAOCE WITH THE 2021 IRC.
2. WOOD SPECIFICATIONS
aRs„
2.1 ALL STUDS WALL BE SPF STUD GRADE OR EQUIVALENT.
21 BOTTOM PLATES SMALL BE PRE55DRE TREATED SOUTHERN YELLOW PIE.
23 TOP PLATES, RAFTERSID , AJ05TS SHALL BE SOUTHERN TELLON FRNE 52
r-�'�a^.-+-.-++-•
w
WITH A MODUS OF ELASTICITY, E•I,600,000 PH UNLESS NOTED OTHERWISE.
3. EXTERIOR WALL BRACING
3.1 TINS SHEET REPRESENTS T1E EXTENT OF THE LATERAL BMW.WNKWI
NEEDS TO BE INSTALLED TO COMPLT WITH SECTION 1402.101 OF THE IRC.
THERE ARE AREAS WHIN DO NOT CONFORM TO THIS SECTION. ENGINEERED
SOLUTIONS AS 949M ARE PICANDED TO ENSURE ADEQUATE PERFORMANCE
WITH THE 5Y5TEM
31 ALL STRUCTURAL PANEL SHEATHING, LOCATED AS SALON ON THE PLAN,
SWH.L BE 7/I6' TUCK PLYWOOD OR 05B PANELS SHALL BE SECURED TO
FRAMING WITH 1b COMMONS SPACED AT r O.C. MOUND THE EDGE AND 0'
OC. IN THE FIELD. UNLE55 NOTED OTHERWISE.
3.3 A L HORIZONTAL BLOCKING MEMBER ENAU BE INSTALLED AT ALL.
HORIZONTAL JOINTS FOR STRUCTURAL PANEL AL'LAN SHEATHING N THIS
COMMON NAILS AT EACH END). THE BRACING RAN AS SIMN ON THIS
�^_ N
o �L�J IMF =�
SHEET SHALL B REFERRED 70 FOR THE BRACING LOCATIRIS.
J11
34 IF SIMP5ON 5TR NGWALL5 ARE TO BE USED, CONSIDERATION WALL BE
E N G I N E E R I N G
GIVEN TO RACING THE ORDER WITH APPROPRIATE LEAD TIME (R055BLT AS
P-EOIEA Engbooda • LLC
MUCH AS 2 WEEKS) AS ALL PRJDIICTS MAY NOT BE IN STOCK.
Ahdily+7n/YOIiN-QUabn'
35 WHENpRILLING INTO THE SLAB FOR H0.D DOWNSCR ANCHOI B0.T5, CART
%WOULD BE TAKEN TO AVOID DAMAGE OF P05T-TENSNO ED CABLES
CTJOK RININRL Sdb 700. WHol,R 7'Atl
3.6 ALL OTHER EXTERIOR WALL SHEATHING MAY BE OF ANY APPROVED MATERIAL.
NIINIIEAM*NA FD. IP, 167WI.Immn 7%16
REFER TO MANUFACTURER FOR INSTALLATION INSTRUCTIONS.
OW-E144060575 F.21H960577
3.7 HMO STRUCTURAL PANELS SMALL COFCRM TO DOC PS I OR DOC PS 2 OR,v.mlw:13'-
WEN MANUFACTURED IN CN AUA, C5A 0437 OR C5A 0325 ALL PANELS
SMALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION
RAN
ISSUED BY AN APPROVED AGECY,
SPEC
3.B WOOD 50.E PLATES AT ALL EXTERIOR NALBS LS ON MONOLITHIC SOW, WOOD
SOLE RATES OF BRACED WALL PANELS AT RESIDENTIAL INTERIORS ON
BUILDER
SLABSAND ALLBE ANCHOREDTHE
BOLTS E
V PATRICK GRAY
SPACCED ATES MAXIM6MMLT ONDCTO
FOUBOLTSNDATION N TW OF 6 ENTER
AND R EXTENDA
BE AT TCOCRETE1,12 INCHN OUVIETND
CUSTOM HOMES
MINIMUM 7 WJ95 MOWALL
NASHEEER
5H141,
TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM O TWO
BOLTS PER PLATE SECTION NITN ONE BOLT LOCATED NOT MORE THAN n
ADDRE56
MASS OR LE55 THAN SEVEN BOLT OLMETERS FROM EACH END O THE
PLATE SECTICN. INTERIOR BEARING WAIL 50LE PLATES ON MONOLITHIC SLAB
LOT:16 BLOCK: I
FOUNDATION 714AT ARE NOT PART OfA BRACED HALL PANEL 50AU BE
POSITIVELY ANQIRED WITH APPROVED FASTENERS.
FERGU50N PLACE
3304 FERGU50N RD
NOTE- THE ELEVATIONS YDf1 5 FOR
GRAPEVINE, TEXA5
ILLUSTRATIVE PURPOSES OSY AND MAT
DIFFER FROM ACTUAL WOT06
5/23/2025
NOTES:
I. BRACING WO METHOD U5ED; OD STRUCTURAL PANEL (WSP) AS PER 2011 RC
RG0210.2
2 DENOTES MINIMUM AMOUNT NT OF SHEATHING NEEDED AT LOCATION FROM
BOTTOM PLATE TO TOP ATE. SEE MOTE A. EXTERIOR WALL BRACING F R
NAILING PATTERNS. '����OF
I.
3. ADD BLOCKING BETWEEN ALL STUDS AT SHEATHING JOINTS.
f ALL 1IAD DOWNS ARE TO BE INSTALLED AS PER MAN LIFACTURER45
SPECIFIC
_ATION5.
5. ALTERNATIVE HOLD DOWN FOR 5WARLALL5 (54MP5ON STRONG TIE '5THDO' )
CS-WSP (CONTINUOUS SHEATHNG-Hi70D STRUCTURAL PANEL)
REQUIRES ALL SURFACES FROM BOTTOM PLATE TO TOP PLATE HAVE SHEATHING
NAILED AT 6' O.C. OR UNLESS OTHERWISE NETTED.
PFH (PORTAL FRAME WITH HOLD-DOM5)
WSP (WOOD STRUCTURAL PANEL)
GP (GYPSUM BOARD)
THE SEAL 1RiWFNG ON MS DORAENT TINS
ANDOBZED OF ROERT E. DAIw, P.E. 993W
JDATE., %/16/2025
JOB No
NT-250040 56.0 OF 10�
NOTES; ROOF BRACING
I. REFER TO SHEET 56.0 (LATERAL BRACING DETAIL5) FOR
FRAMING GENERAL NOTES.
2. RAFTERS, RIDGES, NIPS AND VALLEYS SHALL BE 92
SOUTHERN PINE OR EQUAL.
3. RIDGE, HIP, VALLEY, AND PURLIN LOADS SHALL BE
D15TRIBUTED TO WALLS OR BEAMS BELOW BY 'T' BRAKES
OF (2)2xV5. THE 'T' BRACES SHALL BE INSTALLED AT AN
ANGLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL.
BRACE PURLING AT 4'-0' O.C.
4. RAFTER SPANS EXCEEDING IV-0' WITH THE HORIZONTAL
SHALL BE BRACED WITH A 24 PURLIN
5. USE 24 RAFTERS P 24' O.C. UNLESS NOTED OTHERWISE.
ALTERNATIVELY, USE THE SPAN CHARTS PROVIDED.
G. T-BRACES ARE TO BE BUILT IN ACCORDANCE W/ THE
T-BRACE CHART ON 56.I.
LEGEND:
SUPPORT BRACE REWIRED FOR NIP,
VALLEY, OR RIDGE MEMBER AT TARNS
LOCATION.
LOCATION OF OFFSET LADDERNG
HALL, BEAM,OR P05T BEXN (MIEN
APPLICABLE)
ROOF SUPPORT BRACE LOCATION
LINE OF BEAM BELON. REFER TO •---------------
.EILNS FRAMING PLAN FOR WE
- . — .. —I. INE OF ROOF PURLIN
4-W CLTffxxl
NAILS
ROOF RIDGE BEAM
OR RIDGE RATE
4-kOd COTTON
NALS
r ROOF RAFTER
1 COLLAR III M I OC
(LOCATE N UPPER 1 OF ROOF RAFTER)
TYPICAL COLLAR TIE
CONNECTION DETAIL
SCALE N.T.S. onw.rns
SIMPSON STRONG -TIE
JOIST WAN&AR SCUFDULF
STANDARD
JOIST SIZE HANGER SIZE
JOIST SIZE
2x6 U26, LU26
(2)2x6
2x8 U26, LU28
(2)21L8
2x10 U210
(2)200
2x12 U210
(2)2x12
LVL's
JOIST SIZE
HANGER SIZE
(2) 1 3/4 x 11 7/8 LVL's
H83.56/11.86
(2) ' 3/4 x 14 MIS
HB3.56/14
(2) ' 3/4 x 16 LVL's
HB3.56/16
(2) 1 3/4 x 18 LVL 's
HB.56/18
(2) 1 3/4 x 20 LVL's
HB3.56/20
(2) 1 3/4 x 24 MIS
HB3.56/24
HANGER SIZE JOIST SIZE HANGER SIZE
14US26-2 (3)2x6
LUS26-3
14US25-2 (3)2x8
LUS28-3
14US210-2 (3)2x10
LUS210-3
14US212-2 (3)2xl2
LUS212-3
JOIST SIZE
HANGER SIZE
(3) 1 3/4 x 11 7/B LVL's
In
(3) 1 3/4 x 14 LVL's
(3) 1 3/4 x 16 LVL's
C4
(3) 1 3/4 x 18 LVL's
I
(3) 1 3/4 x 20 LVL's
to
_
(3) 1 3/4 x 24 LVL's
MAIL HORIZONTAL LEG OF STO106ACx
TO EKIM CFJLIFG JOIST W(1)N
NAIL VERTICAL LEG COMMONS
OF STOKBACK TO
RAFTER (4)O1
CONTINUOUS (2)ZA4 oR
BLOCKING AS �(2)14 STR'N-BACK (L)
P 4W O.C.
YCELING MST5
�"�°-MINIMNM 4.1611 Cl1..
NAILS. (2 EACH SIDE)
CEILING J015T PERPENDICULAR
TO ROOF RAFTERS
SCALE N.T.S.-.sue.nc
MINIMUM DOUBLE ROUE
ARAF
RAFTER (EXCEPT USE
TRIPLE ROM RATTER/1/,•RAFTERS TERS
TOIL TRIPLE O R E _.// /
LAMER B BEOR
CEILING BEM CEILING BEAM— - -.
'1INIMUM (&) A COMMON� / I
NAILS PER Rr�
`CEILING .pfi7
RAFTER TAILS 7� RAFTER iAlS —,
FUROR OT R09r RI YEN
TALS TO ANATLM NA.CER
Or PLC-5 IN CELN& MAJ
MNAAM 4-1Me C^#.kIN NALS DOUBLE -PLY CEILING BEAM ALTOMATNC DOUBLE -PLY TRIPLE -PLY CEILING
(i fk7 SIIO) nrLl!IS 4Rw .* BEAM SUPPORT
T-BRACE
UNBRACED LENGTH
FLANGE SIZE
WEB SIZE
UP TO 6'-0"
---
2x4
UP TO 10'-0"
2x4
2x4
UP TO I6'-0"
2x4
2x6
UP TO 20'-0'
26
2x6
UP TO 26'-0'
26
(2)2x(o
BRACES 0
4'-0' OC
RURLN TO MATCH
TER SRE
T-BRACE
FLANGE
NMl FlAlxf TO
HIED wind COMON5
M9 O.C.
T-BRACE HEB
4-IN Corm NAILS
FROM CEILING JOIST
/ TO RAFTER -
MINIMUM 4•L
COMMON NAILS
(2 CACH SI OE>
VOTE N7TE N
ROOF RAFTER SNOAp
)NOT EXCEED II OF
TALE RAFTER DEPTu
m
p-mo A �
ENGINEERING
P-4RA Engles* IRJ(, ULC
Ah0?pinlfVrily-QudVy
an 1"mFrLSwN3mw.'R75061
IIiiICA 144 F.O. Bm 161fiZ1. ITA TSDlfi
RRbc21{g60315 iAc I1"9IH9605)i
RAN
SPEC
BUILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT: 16 BLOCK:I
FERGUSON PLACE
3304 FERGUSON RD
GRAPEVINE, TEXAS
TYPICAL ROOD RAPER
1, 7 1 ATTAC+IMENT TO TOP PLATE
SCALE N.T.S. •.
MINIMUM 4.16d CDMNDN
NAILS. Q CACH SIDE)
5/23/2025
ZPS� OF JFl6,/
s-xu calm) NAILS '�i •�' •~ rTtI1
FROM CEILING JOIST TO
RAFTER FOR VAULTED A
CEILFxd ONLY /wA..w.rrw•rwrwwA»I
0 ROBERT EOWARD_ -KRAM M
89360
TIE SEAL APPEARING ON THIS DOD" X
ALR M= OF ROBFRT E. IOw Pj. 0930
ROOF TYPICAL IT' BRACE TYPICAL DETAIL Own; 05/6/2025
4 T J015T DETAIL 5 ROOF PURLIN SUPPORT DETAIL 7 AT VAULTED CEILING rie ND S)NLEH
\ �.5. m.an...NnM SINE N T 5. wN .s..nnc SCALE NT S. Ins .r..AMua N T-250040 IS6.1 OF 10
Boise Cascade
Engineered Wood Products
I L= J EO
IF F
Ce1 BM10 II I ii I
Bw_
_--_. —1�=== I 1
_____1
I �
--------------
I
� FI 'r _
H31 '♦IIII F ! ---- — -------- JL_
II�—_---F.14•------ II1 111 .T..i
III ----_ _
I
en 5
I I I• ������i,r �1 11
Ilr_______-II I I
II II I� X
1
(e2�
DO NOT CUTJOIST FLANGES ruucEkEp/�osrm do5r
II
P II II
I�� III
DESIGN LOADS
UVE LOAD. 40PSF
DEAD LOAD.IOPSF
FLOOR DESIGNED TO
MEEI 9E ExrrFn L!4@4
FOR pUESTIONS AND SUPPORT CALL:
AT BOISE CASCADE EWP DEPT
1-800-966�M
Pmtluns
PIotID
Len0M Piies
FA14
14
iB"TnmTfuss-Trim-able
1S'TI
2010" i
FJ2 10
FJ3 8
18"TnmTmss-Trim-able
- Tnm-Truss-Tnm-able
1T0" 1
ifi'0" i
FJ4 39
FJS fi
18"Trim-Truss-Tnm-able
1IF Tnm-Truss-Tnm-able
14'0" i
12'0" i
FJfi 5
FJZ 4
FJB 13
18"Tnm-Tmss-Tnm-able
-Tnm-Truss-Tnm-able
18"TnmTruss-Tnm-able
10'0" 1
B.I i
4'0" i
BM1 3
1-3/4" x 11-]IB" VERSA -LAM® LVL 2.1E 3100 SP 1—: 3
BM2 2
1-314'x11-)l8"VERSA-LAM —2.1E3100SP 13'0" 2
BM3 2
i-3/ 18'VERSA-LAM®LVL2.1E3100SP
21'0" 2
BM4 3
1-3I4.-VFRSA-LAMID LVL 2.1 E 3100 SP
20'0 3
BM5 6
1-314"z18"VERSA-LAND LVL 2.1E 31005P
1)'0" 2
BM6 2
1-314" WVERSA-LAM®LVL2.1E3100SP
BM] 2
1 4"x18" VERSA4Atr}ID LVL 2.1E 311SP
14.0" 2
BM8 4
1314' x 18' VERSA-LAfrtsil LVL 2.1E 3100 SP
13' 0" 2
BM9 2
1-314'x 1W VERSA -LAM® LVL 2. 1 E 3100 SP
T0' 2
BM10 2
BM11 3
1314" x1WVERSA-LAM®LVL 2.1E 31005P
tal4"x24"VERSA-LA LVL21E3100SP
510" 2
25'0" 3
Cat )
Bki 1
1-1/8"z 18'BC RIM BOARD OSB
18"130I060-20 DF
Connector Summary
12'0' 1
44'0" i
I PIdID Oty Manut Product Flange
H1 1 MiTek HD412 None
177-,
H2
1 MITek HD412 None*:
*��,.........
H3
2 MITek HN16 None
JOE P. H
H4
2 MITek HN16 None
34291
H5
44 MiTek TF1418 None
H6
1 Mil TF1418 None
f
H)
10 MITek TF1418 None
THIS PARE RELEASED FdI He
1 MiTek TF1418 None
H9
H10
1 MiTek THDH414 None
2 Mil THDH614 None
uE
C.A.... Mu.T eE nvvaoveo.
3" nlw°°
RAFTER CUT CANTILEVER JOIST n Ek 1 Corsi io DEnu
bbp
1p1oT D. - BURS
DES O. TEXAS aRZe35115
Fx6Pxxbtmcnwr.xc,Def 2061
POINT LDAD APPLICAT'DN rvoeacr avalcntiory
�W-
Z H A m
0 E5W�
H'tdma
Q y
Z u`vwm
W a « oa
momw`a
Lu
a�aw�
N p59.€
ZOO
Of 0 m
0w
LLI
O C, Z O O
W y W � d mo
J kvm
(el (7
LAO
To be approved by
Public Works at Final
1
5 89°2-1'50" W '15.0'
' 10D.E.
� f I�
25' RENR BLD6. LINE
�� I I ------ Iw
I I$
W W
67 - V OvatALL / -6 " Zr
m, m Ua l 90' BLD6. LINEI .
-1 o (I
G)��o OI 4' I n
m c rn /
cn Gone. / Gonc. t`I
O z ,�, 0 I Walk Drive
;UCO
da
O N 5T2750" E "15,0' 4' Side Walk 4' 51de Walk
m
m
3304 FF-f?GUSON
DATE OF ISSUANCE:
PERMIT #:
BUILDING PERMIT APPLICATION
JOB ADDRESS.
LOT: I LP BLOCK: I
ITI'lI I 11.11tl 1 i ()Nil,[ Ili I "I IRh kORM)
U:BD12ION:
OTC) V) SUITE #
D 11 ,,
BUILDING CONTRACTOR leamnanv name►: P
CURRENT MAILING ADDRESS:
qNk�
CITY/STATE/ZIP: � 1Y, � �?y,�PH: #C41111�-aD Fax #
PROPERTY OWNER: v �7 (`_ �'t I/(�I/�/
CURRENT MAILINGfi
DREESSS: I q \1 ^ �y 1�� U vii—t I-
CITY/STATE/ZIP: t 11' l�a" .-M ILtV-I PHONE NUMBER:
PROJECT VALUE: S l • Lo 1 FIRE SPRINKLERED? VES NO
WHAT TRADES WILL BE NEEDED? :� hr, 1n,1 �1�11n : kL TRIC PLUMBING /� MECHANICAL �C
DESCRIPTION OF WORK TO BE DONE: 1 1� r � D r�mai �av►s-fir U C ; Qv)
USE OF BUILDING OR STRUCTURE: SI VI1V l I�Y� (Iu r LS1 v,Vt' IL�
NAME OF BUSINESS: V rp�,✓�I�S Lw
Total Square Footage under roof- 115-
Square Footage of alteration/addition: f
I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
O 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 & 2 family dwellings)
0 1 hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
1 hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FOPTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESS IL TY Y THE CITY, AND THAT THE
DESIGN PROFESSIONAIJOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL. O T I AE APPROPRIATE STATE AND
OR FEDERAL AG CY(S). MV
PRINT NAME: Tmavinon rOl SIGNATURE
PHONE #: AW%90 l� r 1 EMAIL: "1011
❑ CHECK IF PREFERRED TO BE CONTACTED V E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type:
Occupancy Group:
Division:
Zoning:
Occupancy Load:
[Plan Review Approval:
Site Plan Approval:
Fire Department:
Public Works Department:
Health Department:
Approved for Permit:
Lot Drainage Submitted:
Permit Valuation: S
Fire Sprinkler: YES NO
Building Depth:
Building Width:
_ 1 Grease Trap
Date:
Date:
Date:
Date:
Date:
Date_
Approved:
Setbacks
Front:
Left:
Rear:
r Right:
J Building Permit Fee:
Plan Review Fee:
Lot Drainage Fee:
Sewer Availability Rate:
_Water Availability Rate:
Total Fees:
Total Amount Due:
Approval to Issue
Electrical
Plumbing
Mechanical
Hood
P.O. BOX 25104 GNAPEVME TX 1609Y /61714143165 O.FORMS0SPERMRAPPUGT10N5 tMAft 111U SO6 2M7 11*9 4111.2119
5 89°2-1'50" W -15.0'
�..-..-........ Q .---- ---
4 10' D.E.
I �
Ig
25' REAR BLDG. LINE
\ I I ----- luw
I I°o
D-11
w �
t I 90' BLD&. LINE I
•
4'
Conc. / C.0m. n
OIYvaNcJ Drive I §�
/ bb O. lil
N 5T2750" E "15.0' !'Side Walk 4' 5lde Walk
f
3304 FEi?GUSC>N
Single Family House Energy Report
Project Details
Project Name:
3304 Ferguson Road
Builder Name:
V Patrick Gray Custom Homes
Builder Phone:
817.992.4950
Builder Email:
Address:
3304 Ferguson Road
City:
GRAPEVINE
County:
TARRANT
Zip:
76051
Certificate #: 1359857
Date Issued: 5/29/2025
Notes:
Reviewed by: C Senglin
214.929.7317
ICC#: 8187971
Emissions Reduction
NOx:
Sox:
CO2:
5 1 bs.
8 1 bs.
7,551 lbs.
29%
Above Code
This single family residential project was found to be in compliance with the
performance measures described in the 2021 NCTCOG with R401.2.5.2.2 Annual
Energy cost of Proposed house <_ 95% of annual energy cost of standard
reference design as calculated by the Energy Systems Laboratory, a division of the
Texas A&M Engineering Experiment Station using IC3 version 4.6.1
ENERGY SYSTEMS LABORATORY
5 TEXAS A&M ENGINEERING EXPERIMENT STATION
The values produced are generated by the DOE-2 building energy analysis program. These values do not constitute a
guarantee of actual energy usage by ESL or TEES.
l9he hourly annual energy calculation in accordance with the International Energy Conservation Code
Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/
cooling system.
Authorized Signature: Paig Senglin
Digitally signed by Craig Senglin
Date: 2025.05.29 09:43:06-05'00'
■1 CODE
■■CALCMAWA"`E
I '0
CAICUT
Version 4.6.1 Copyright 2015 Energy Systems Laboratory 3304 Ferguson Road Pagel of 3
■ - IC3
Project Information
General
Number of Bedrooms: 5
Wall Cavity Insulation: R- 20
Wall Continuous Insulation: R- 0
Orientation: South
Windows
M*eI
SHGC: 0.3
U-Factor: 0.25
Cladding Type: Composite Shingle
Radiant Barrier: No
Sealed Attic: Yes
Roof Insulation: R - 30
Attic Area: 2387 sq. ft.
Cathedral Ceiling Area: 0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wall Area Next to Attic: 0 sq. ft.
Foundation
Foundation Type: Slab on Grade
Foundation Insulation: R- 0
A/C
SEER: 16
Tonnage: 7
Structural Floor 1
Exterior Finish: Stucco
Stud Type: 2 x 6
Stud Spacing: 16 in.
Mechanical
Blower Door Test: 3 @ACH50
Ventilation Type: Supply Only
Ventilation Rate: 150 CFM
Ventilation Operation: 15 hrs.
Fan Power: 24 Watts
Fraction Outside: 0
Duct Tightness Test: 133 @CFM25
Supply Duct Insulation: R - 8
Return Duct Insulation: R -8
Heating
Heating Type: Natural Gas
Heating Efficiency: 0.9 AFUE
Water Heater
Water Heater Type: Tankless NGas
Energy Factor: 0.92
Size: N/A
Burner Capacity: N/A
Floor Area: 2037 sq. ft.
Floor Wall Height: 10 ft.
Front Side Length: 62 ft
Front Side Window Area: 96 sq. ft.
Front Side Shading: 24 in
Back Side Length: 62 ft
Back Side Window Area: 224 sq. ft.
Back Side Shading: 24 in
Floor 2
Floor Area: 1307 sq. ft.
Floor Wall Height: 10 ft.
Front Side Length: 61 ft
Front Side Window Area: 91 sq. ft.
Front Side Shading: 24 in
Back Side Length: 61 ft
Back Side Window Area: 58 sq. ft.
Back Side Shading: 24 in
Right Side Length: 44 ft
Right Side Window Area: 37 sq. ft.
Right Side Shading: 24 in
Left Side Length: 44 ft
Left Side Window Area: 27 sq. ft.
Left Side Shading: 24 in
Area over Unconditioned: 350 sq. ft.
Right Side Length: 41 ft
Right Side Window Area: 0 sq. ft.
Right Side Shading: 24 in
Left Side Length: 41 ft
Left Side Window Area: 32 sq. ft.
Left Side Shading: 24 in
IC3.COM
■ :■ ■ COMVLIANCCAICUTATORE Version 4.6.1 Copyright 2015 Energy Systems Laboratory 3304 Ferguson Road Page 2 of 3
Estimated Animal Energy Usage
Proposed Peak Electric Demand:
Proposed Total Area Lights:
Energy Usage Category
Pumps and Miscellaneous
Ventilation Fans
Mechanical Ventilation
Space Cooling
Space Heating
Domestic Hot Water
Site Energy
4.1 kW
1,319 kWh
Proposed Design
Standard Reference
Gas (therms) Electric
(kWh)
Gas (therms)
Electric (kWh)
0
88
0
88
0
1,216
0
1,627
0
132
0
246
0
3,547
0
4,191
300
0
499
0
116
0
167
C
420
4,983
670
6,152
• Conversion factors:
Site to source factor: 3.16 for electric or 1.1 for natural gas OECC 2015 R405.3)
Unit: 1 MMBtu = 10 therms or 1 MMBtu = 293.1 kWh
wC E 3304 Ferguson Road Page 3 of 3
, .
CALCOIATOp
IJA�
P
ENGINEERING
Ability + Integrity = Quality
Customer: V Patrick Gray Custom Homes
Street Address: 3304 Ferguson Rd
Sub -division: Ferguson Place
Municipality: Grapevine
Lot: 16 Block 1
P-delta Job No.: NT-250040
P-delta Engineering
P.O. Box 251191
Plano. TX 75025
Texas Firm Registration Number: 14814
Plan No.: Spec
Post -Tensioned Slab -On -Ground Foundation Design Letter
This letter is to confirm that the design of the subject foundation meets the minimum design requirements of the
International Residential Code. 2021 edition. the Post -tensioning Institute. the American Concrete Institute. and the
American Society of Civil Engineers. Dead and live loads have been calculated and applied to a model of the slab with
soil parameters as described as follows:
Geotechnical Engineer:
Geotechnical Report No
Report Date
Soil Parameters:
EWI
HC226957R
1/27/23
Allowable Bearing Pressure Potential Vertical Rise Plasticity Index
1500 psf 3 5 in 26%
Center Lift Edge Lift
PTI Criteria: Edge Moisture Variation (Er") 7.4 ft.
Differential Swell (YR,) 1.3 in.
Thank you, we appreciate the opportunity to serve you. our clients. and the public.
Sin erely, 5/23/2025
v
obent E. Kramm, PE
P-delta Engineering and Materials, LLC
4.4 ft.
1.9 in.
of:
�.
9 e
ROBERi DWARO KRAt�1;�9
.. ..................
1 �., 89360
�oz'b,'°. d pq oe
Office: (214) 496-0575 info@pdelta.net
f
10'DE
i�
75' REAR DLDG LINE
�W
u
I
loV
>
>
6'- N*
6.- VOVM&L
W I
30SLVO LINE
i
Gone / Canc
1
O I
NNIk DTIV!
I
O—..—..—.
.—.—..—..—
4wde
N $9°2-7'50" 1- �5.0'— ' side Yok
rwk
3304 FERGUSON
- SITE PLAN INFORMATION
STREET: 3304 FERGUSON RD. R
CITY/STATE: GRAPEVINE�ai,
SUBDIVISION: FERGUSON PLACE ` `€%4 �
LOT/BLOCK: 16/1
ZONED: R-TS § §=
E �m
- SITE PLAN NOTES - gZ�
BUILDER TO VERIFY LOCATION OF HOUSE, BUILDING
LINES, EASEMENTS, AND SIDEYARD SETBACKS ;,, -�,;; -•
PRIOR TO CONSTRUCTION. �. Y, >. .. •�
- GENERAL NOTES -
ALL WORK MUST CONFORM TO THE 2023 NEC AND
ALL AMENDMENTS.
ALL WORK MUST CONFORM TO THE 2021 IRC/15C
AND ALL LOCAL AMENDMENTS.
•ea.n•
3304 FER&USON
RD
bRIPEVINE,
- LOT COVERAGE SCHEDULE - TEXAS
LA a— In.,
lu00N• rn iRS60N
LOT SIZE: -1,511 50. FT.
CONSTRUCTION
GOVC16R j: 40% OR 3,004 SO. FT. vRa•uNG5
CALCULATION = 2,634/ 1,511 = .350'1 or 55,07%
b,�6ReY 4/OTW
MA)04UM 60% or 4,506 50. FT. MP6
aa. s-sas ,ne . sl
CALCULATION = 4,045/ "1,511 = .5365 or 55
=ref= C.-101
10 D.E.
I
to
25 REAR BLDb. LNE
�W
u
J
N,I°
iN
W
his
•O
Rio
f
.�
Ln
b - I
62' - & OVERALL
$I
----
i30
B-06. LINE
i
27-2
•
Caw- / Gono.
/ Drive
i
u,
�
O
rOkcn
O
II
II
N 89°2 7'50" E -75.0' - 4 side iwlk
4 side Malk
3504 FERGUSON
- 51TE PLAN INFORMATION -
STREET: 3304 FERGU50N R.P.
CITY/STATE: GRAPEVINE
SUBDIVISION: FERGU50N PLACE
LOT/BLOCK: 16/1
ZONED: R-7.5
-- SITE PLAN NOTES -
BUILDER TO VERIFY LOCATION OF HOUSE, BUILDING
LINES, EASEMENTS, AND 51DEYARD SETBACKS
PRIOR TO CONSTRUCTION.
- GENERAL NOTES -
ALL WORK MUST CONFORM TO THE 2025 NEC AND
ALL AMENDMENTS.
ALL WORK MUST CONFORM TO THE 2021 IRC/IBC
AND ALL LOGAL AMENDMENTS.
LOT SIZE: -1511 SQ. FT.
MAXIMUM BUILDING COVERAGE: 40% OR 3,004 50. FT.
CALCULATION = 2,634/ "1,511 = .3501 or 35.0-7%
MAXIMUM IMPERVIOUS COVERAGE: 60% or 4,506 5Q. FT
CALCULATION = 4,045/ 7,511 = .5355 or 55.55%
1!116
m4ili d
oiw' t'
s.
%aI'�1.�•C �t�•UORS tl
.Darn.,
5504 FERGU50N
RD
GRAPEVNE,
81bD rwiai F`'RG.£q+
r_Kx
CON5TRUCTION
DRAYVING5
u.. ,ml�
OYIIOtr. GJ3TOM
van: s-,-ss .loo • r
Rye.•: f750151
12 .
G101
HUM 0
h,
a ivin i ��
9 � • 9 b'FC k
I
I
•-P
•.forP r
pining��
a �� � a •
ib i
I i i
I I
Additional Concrete Area
AREAS
19t Floor Liying Area
2nd Floor Living Area
Total Living Area
3 Car Gar*t
Outdoor Living Area
Front Porch
Future Area
Total Area
o r
art HQ � ✓•
N� n,•>n Arr
u
a I —. i ipP� YVar�j�obe
J 6Y 7y Family Living
E • 13 F.G.
��%aaq
h i
I � 1RaP'J1—
Kitchen
o �.G // yy • .rye
-re a. rno -
-c_o
.. lvwc -- ----------
r.a
b }a_Jpr¢p;, h
_
R O F. a tlia
tag F..,- Su �
HOL
.1GuemEl�
! �' I![I n.e 5FGp
'�-I`Intr -
p
.c
d adn„R
Guest
1c'Fc.
1O F4.A
� •�� P-
.71
avH
E
owmvp Suite
1 Gar 1 Gar
Cara a Cara e
c 'r
.____..__.__�I
10
• lI 3' 4 Mud Rm. I�
10'P.C,
� lr,e°' � y�pyyyyyy��y��y to
"gFLpR�'. openly w.]tr w�
e-� r•r 1 ]•. I+-� r r r-P .-. F e r-r r•w• !-,.
r• v. 1•r a-o Kr w �� o
.n -r P.aALL
all sf
50. FT.
2037 sf
130-7 sf
3344 sf
5-17 sf
573 sf
2-7 5f
256 5f
4-l9-7 91'
I
4lst Floor Plan
V4• . r-v
GENERAL NOTES
1. RECESS S.Ae IN 6MRA6E 1-1n-
I SLGPE AS PICK ENGINEER
2 RECESS SJb 1 PATOIS 1.112-
R SLOPE Ag PER EN6PffR
TO BE
AppR1OTO MATERIAL
TO BE APJ". 0, TO -ME BEFORE
:'o.9-• CT Buua.DOR eePGRe
GONm-,41GTVN.
R ORO. SLAB e-V7 0 ALL mHoY[RS ON
r"r FLOK
4. 26• AVE S o: DOORS
S. 26Y SO1 5 40rem CWVNIN S
6. PIAOR TR16SES DEm6NE0 TO BE r;•
Ora no -I- 1/m- DECKING
(rKWNG CONTRAGTGR To A"ST
F TO," 612f VAR")
T BmIRCQ4 I•fap0llm TO 1TET
6. �A.L NORK NJST CONFORM TO THE
2=5 NEG AND ALL M®40
"ENT5
ALL 1Pf7RK 1"I CONFORM 10 1NE 2021
RG119G AND NL LOON. AMENDMENTS.
9. ALL Y44LLS YV POCKET DOORS TO BE 2K6
10 ALL RAL.L$ YV PLUMBNG TO BE 216
11. ALL 1%4fi OVEK 17 TALL TO BE 2K6
12 ANSLE VENT PIPES TO KEAR PLHE
OF HCVmE
LE&DO
HL- HOLLOFI GORE
SG SOLID GORE
FD. riaETl[} DOOR
SH. SINS, HUMS MDOIY
OM Dome-E HLN6 msoo I
P G. FIKFD GLASS —00"
CSMT CASEMENT W1ID.:aV
PAT. FULL ARCHED Tor
SAT. 515& I-ED ARCHED TOP
AF.F.
ABOVE —5HFD FLOCK
CO.
C4CfD CrENa.6
KS
KNFE?PAGE
DYES
DISH Y1A m
T.D.
TRAIM. ORI✓Q
EC..
EN'ER'NNMEN, LINTER
NE
HOSE see
F.G.
FLAT CELN6
615.
6- --BLOCK
GL
GLASS
MS.
RGW H 44/N P OD
4
GFNTER -NF
GP.F
GEI,ENr -CASTER FINBN
T.OB,
TOP OP BEAM
SR.O
9HM' K O►ENR16
3304 FER&USON
RV
5RAPEVNE,
1.00T i81°fJ,s 1611
S,aad•Mp1 PFERLa.SON
WN5TRUCTION
DRAMCG5
CA.R SrF4
Wila6r.6 YYSG✓3TOM
V— S-S-25 Joo • 2-
Rvt..: (2501S1
Sheet: A-101
i
W
Bed Rm. 2
i
-------------------------
----------------------
Future
I
Loft Bed Rm. 5,
l0 10''L I aFL. .Ilm lb>Lr•MM
I T�
I� 4
� I 1
M,c '
p I
----
n
Bed doom 4
Bed Rm- 3 o nb
e •O 12.lr F.L ,.. 9.6 - •w°Iloro. ew wwFs.
---------------
1
e
2ND FLOOR PLAN
,�,w� vr.ro'
.avxee
rwas0.rwcFbM6Lcv
beras5
3304 FERGU5ON
RD
GRAPEVME,
TEXA5 16/1
51.bd—lG I ,FEP, ,40N
GONSTRUGTON
DRANUNG5
U.1°tSTL.
WI106.. GYTO. F
V— 5-5-25 Jo° . 2-
gA .: f250151
l4i�aY.a°0!a
SOL Q1K�'6�S
sheet: A-102
R wWpo.rt. d rdleet R1oys
\zi*'nd, arc � ar,•►iae
�ovnw T ode � A
LL
101'r.o.�'
wr rise�<.. aHw.... l
i
� e
a \
aaVf L,�1 Gryf Lbon
ALL rMtltCR YULLS '0 Se
ct+ TFue MHr r� t... FRONT ELEVATION
..r
M1_rIMO
_ 1d f3-. --.—_. _ _- _ _ - — —. _ _�._
1p'1'rUte b: I.G..
N1 EM6�IOR YIALui '^. 6E
10 r M.W
0
AdW
LMq e
/?\,RIGHT ELEVATION
�"�v4• . ro•
a g
yys 2 psxy'��
YsaSc� �ym
u {{
�4MGu �Kro�'C'�O
011A' 1,e
�V'Ia80 iPCFb6N6LGv
bEre55
3304 FER6U6ON
RD
GRAPEY AYE,
TEXAS
LGt S"K. 16n
9,.bd—im FE'P, .40H
CONSTRUCTION
DRANUNG5
CA.K errs.
pYIlOGi. b "eo ✓3TOM
P— 5-5-25 Joo • 2-
WA. f250151
IML ^�
A-103
'1420J9TAI W I-PNMNWIJ CMASIMMUNC'SilYl'1759! t N01100 - JO
11019e1M N 11irw CM%JN j 3N11'GN1M gWa. ♦- w0 Q39nmild3Y 20
'Q�JY11'®•911'NOII'iilylalp7 ¢�,n 39 01 lON 3iV @lY
lv
IKJd 1^3IV,,Zp
I NOl � m l..Ha iN1 iri iY Y'aNl GwI 6NrJ i6i�al uc17
O
aNN4 N'isa M1c ,aw aauaar�aA ,e awe: wo!�ai.gw, o'a sau��a,a 'saaoa Cul
a1•i51e.aDaJ'acN R-0a a. —0.4 a,ep4 eEue�r�
`
� § a
J
g M
'1
s's'rJn,ii R•'7y/.M 'sn!n,ac 6u,,aaulbw a1aM .•i4o al�a4G •aR!n9
Y �
f
6
lh ` `
4 yg
uoiar�iau�� wolaQ ,aiblaaG •vy N ya!i�IF a3:GaW W! aVi m- to aG q n
'DY y 'agcsun , M1N 'qo( a14J N ,Caa�yw• s+auab 1a ,aR M avi
IWL dad(/1
{ c
FYi
M1i aaX W� 7� Wl�lun a4 iI^W a�'IG aaayl ani�,il a.N RI^4 M1Fi>:SW�a of
P jd—j W
M1swax uas�+ow. wiva�nsoa Rwa aui aR..oi a oawaa,i as ssie acw�
f p
g
Y
p
y
ccoc ir«,ry.Jo�
m K UI
3 3 o r
4
u�Q
o�
as�.d.ux
.--_-__----____________________
+7M.wK
.b� h r 9-:w 1 a]IIJ.IQ
ay nm l
� i D
'0w'1M2.+J7TA1,W t-PNMNWIJ aaJsnNa'Sil`700 t 1101100 - JO q
11019e1M 1411iI1M CM%J j 3M11'G+11M gWa. ♦- w0 a37b011d3Y 10 Z
'earl w 'apv9 'r .0 1.LL91o� wm a m of saly"Osw Y `� • 4
F01Yr8 r Jp tiyaJpyJ iN1 aa„ aY Y'i1LL a.F 6NY'J a6i1LL . 1 P - F
asarl p m M1c ,aw aa.cN pwe awe: wo!nlAw, ols s>NNla,a 'saaoa Cao'1 P w U! V $ �—
sa a f
a1e'aces'I��avaJ:uar+a+l,ecW.leaq
ss'laruic Rc'7y/.M 'caa!n,ac 6u,,aaulew aial0a� u!a�go alF;yc .avl!11a <� ��p1 'j 8
uoiar�i.u�� wo1aQ ,.u61..a .vy Ia ya!7ovIF aa:aaWl.! aN � iWb,4 w q n & � � C (i ,•
'Dr P 'ugcsuq id— q W M1N 'go(.I4J p ,Cav�yw• ; pjj aq ♦a ,.R M a.n 1�] y i ii �n yyyJJJ
M1i a»( 4� P. WI11un a9 i.- .LLI aaWl a-ni�,i. ..N all^4 M1Fisigl.
M1swax uo1sl++aw. aal7a^/!.`aa alwa aui am..oi a oawaa,l as .sle awy^ t llvl Bg VY y g yy
scot
sau.44
It,-----4----------
a7alJ
14 a'lalJ .Y_l
tl
—1. . 7'
s F
R
- - - --5-------------------
- - --
.w.la -
'ad1r 9NMiVid aaasaon4a521`1'1759r r raxa - dD
N0r391H113d N3_1faM cmma�3 3M11'GM1M 9M 3H ♦- n9 Lo q i
'Q3')Yi1'439'3Y'NOLL�'p119N09 aKJd Q39lI 39011ON 3atl mYI 931VlJO FiV Y^ 3
r N01Y.9 d01.-llidOi4 iN1 iri iY Y'3ML QI1�1 6Mf d i63M1 s.cle e
-.4,0 1s+0 Ma yaw a'Ju —.,d aY:I Wa!i'JI.nSiJ v's saTNla�a •laav ca'l� i; JJ
au: esKi9'R�apad'31ON q+la M p um'y�.++ir.ei �uwDaq a�epe ed. mr�a yy
'!'talcJq-011 'sa144. 6u�aaulDw.Pale .ai1W al�a4c +aW!rg '� A 6
Z
(��
y �
w y V
N�{, i
W �� � � �
lr
1�1
J
`l Y r'
O
1
uo.'!'X�iwaa wo1aQ �wDlsap vvy 1a a}; aaW W! aN m i�b�4
'anv" 1 '4q cs un .oias Nv ' swi la .o:av�waa s+wa6 ♦a .aR M avi
M aaNaa4a aK aq W isny «eld asayt a ni� s,N almQ M114asisgia
4sss»x �v.sH�oiu. I+alii^/lsl.aa alwa ryi ap{�od a'1 OaWayjas ssle asaN�
IYL+ y N
pte
l ¢t
g
ctoz lrrgly.do2 $
�(p}
Y tt1 K U
3 p r
o fart
I
�l
-
i
---------- —
i• S 1 - I �+ .) III , cl
- ,
4 „
l „G I a- I O � I
I .'` ,•I
-i
l I � ILL
� a �
a: a ao "•lae
--z-
I r—
Z
'r Ilf
T.V. r.J.
I
I 1 /
1 /
� i I
Iamwc ! ��
.M�
ELECTRICAL
SYMBOLS
L� GLLLNb FM . y6FT
GEILNG FM
® C A05T FAN
�` G1G�AU5T RAN . y6N'
py FLOOD LIGHT
m® 5P0" U&.
W rur.Fn U6 T
L T
V." SC4N--,E'
8 TRVAV a HT
- •Lol[GS..Nr
O n!•.MT..Sr
s GD.GARaA�e nrxosAL
0 L.O. LGLLIVG OUT_Gr
u OVTLET
GELLI`If+
+. 15eO —GLE 220
SnRGM
G ^LOOK MTLFT
1) 5MOKE J GTOR
_J CZIL+6 Hl K
GENERAL NOTE5
wN cesA. re w m.
wc.ec.e. uu.N�em�..n
FLOOR ELMTPJGAL PLAN
a g
EliB�piK
ft
p
2 psxy'�
saSc� �ym
Ynv9 Hp�'�BB.
m �
!P/�ln�C �nKYORS .O
011Ya'11O
Iwa80 iPCFb6N6LGv
• 5
5504 FER6U50N
RD
6RAPEVME,
TEXAS
Sd--- ,
CONSTRUCTION
DRANAN65
CA.. Wm
aUjj0 r. G YYS J3TOM
V— 5-5-75 Joo T•
*A .: f29O151
SOL
E-102
PDELTA JOB MKBER
NT-250040
V PATRICK GRAY CUSTOM BIOMES
LOT:16 BLOCK:I
FERGU50N PLACE
3304 FERGU50N RD
GRAPEVINE, TEXAS
PLAN
SPEC
DESIGN CRITERIA
GENERAL NOTE FOR J&
The foundation and fronm9 For this project have been designed using accepted
engineering principles and practices in accordance with the codes and ordinances of the
City of• GRAPEVINE and the following
INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION
AMERICAN CONCRETE INSTITUTE
P05T-TEN5ION INSTITUTE
AMERICAN SOCIETY OF CIVIL ENGINEERS
AMERICAN WOOD COUNCIL
AMERICAN SOCIETY OF STEEL CONSTRUCTION
DESIGN LOAD5�
BASIC WIND SPEED: 115mph (3-5ECOND GU5T)
SNOW LOAD: 5psf
FLOOR LIVE LOAD 40psf
ATTIC LIVE LOAD: IOpsf (U.N.O.)
DRAWING INDEX
SHEET CS
COVER SWEET
SHEET 51.0
GENERAL NOTES t FOUNDATION DETAILS
SHEET 51.1
FOUNDATION PLANS
SHEET 52.0
SHEAR WALL LAYOUT Ist FLOOR
SHEET 52.1
514EAR WALL LAYOUT 2nd FLOOR
SHEET 530
CEILING JOIST LAYOUT Ist FLOOR
SHEET 53.1
CEILING JOIST LAYOUT 2nd FLOOR
SHEET 54.0
ROOF BRACING
SHEET 560
SHEAR WALL DETAILS
SHEET 56.1
ROOF BRACING DETAILS
REQUIRED SPECIAL INSPECTIONS
❑
FILL COMPACTION TEST
` DATE REVISION SWEETS ❑
PIER PRE -POUR INSPECTION
FOUNDATION PRE -POUR
❑
CONCRETE COMPRESSION TEST
❑
POST -TENSION ELONGATION
514EAR WALL IN57ALLATION
❑
FIELD WELD CERTIFICATIONS
❑
CERAMIC ROOFING INSTALLATIONS
FRAMING-NSTALLATION
6230 N. Beltline Rd. Suite 300, Irving, TX 75063 - MailingAddress: P.O. Box 167631, Irving, TX 75016 - PH: 214-496-0575 - Fax: 214-496-0577 - info@pdelta.net
ENGINEERING
P-delta Engineering, LLC
Abildy+GNfY i"7Q""(y
Texas Firm No.14814
5/23/2025
L T %4
••�OF I
/ il
0 ROBE T EDWARD KRAMM
fit '-9380 2Y'k
THE sex 0%0C all M DOI W WS
AgM0 R' RMIN E. OW PL, 91.16a
COVER SWEET
DATE: 05/6 2715
im wo. SMELT
NT-250040 CS Of 10,
WBRICI -SLAB CABLE I
Ir,_
HAIRSf1 POLY (MN)
.LE DRAPED
1Y BEAM CABLE
CABLE
s3 CCNT IF
DROP 15 GREATER
TWM 4 Vi'
0
r3 REBAR BULL
405E NOT NEEDE
AT 51YA4ER DRO _
I-b SLOPE
7
TWO=
E
PAT (MIN) )
DOUBLE DRAPED CABLE
PIPEPENETRATION
IDE R
(2)64 ABOVE
l � 1 BELOW PIPE
13 VV PIPE L-
QWPIER LARGER-� /CABLE DETAIL
® SLAB UB E
� v
Y
L P0.T (nit)
LE DRAPED
M CABLE
POLT IN
LE OF BEAM
® a3 14'x2'
03 Q
e3 2ON7NUQf
r
iLE DRAPED
BEAM CABLE
SLAB BETaO CABLE
DOUBLE DRAPED
12' BEAM CABLE
60 BEAM PROFILE
,-5LM CABLE /
DRAPED BEAM
rA01.E
ff� 5'-0'
'L.BLE SUPPORTED BY CWAI
STAKE. OR EQUIVALENT.
® SLAB CABLE
LH1GH CHAIRS
L all POLY
IX719LE DRAPE
TL_< iL BEAM CABL.
("N)
D
E
® SLAB LIf
I
MIL P0.T (MIN)
DOME DRAPED
12'
BEAM CABLE
6oc
=
ROU111
BA DRAPE[
=
BEAM CABLE
2 t4's P IV DC
nit L' INTO
12'
UIDSTIFl9#0 5OL
SYMBOL LEGEND
SLAB-3234 50/FT BEAM SCHEDULE SLAB THICKNESS=4
WIDTH DEPTH OTT BOTTOM
(in) (n) CABLES COMMENTS
E.TER'`N ERIOR 12. 30' 2 2 CABLES BOTTOM OF ALL 12 CABLES BOTTOM OF ALL INYTEk(OR biMK.
DEAD END LIVE END
N BEApMI p5TRAND �
� 0cury p RF14t � %�
SiSTRANDSNDDD
i
Folx0ation Gewal Notes
DESIGN,
1. This slab-m-Qwd has ism designed UsFp accepted engk-Ing
prni ad pros In occardore with appropriate
rararrrrsd.Llae m set forth by the Post Terei-N Institute,
ho Mcm triComets ketit t.' the idmalio wl ResidentialCede, 2021 adklan, ad odes" ordir- of the City of -
GRAPEVINE 51d Is deelved to support a st-twe prwkled by
V PATRICK GRAY CUSTOM HUES f Datigu Lamb a soon On It. Cover
Shod. Mailh- frost depth Is 12'. Sall pooreters were
d.t-lined From EWI report no. WC22&%7R dated! 1/27/23 m
follows.
AIWu k BwN Presvre: 1501 PX 3.5h. I'll 261
2. Bean site and .pacip, sVord %-Liti- ad locatives shown are
ihh- niiWir-aht for the aYet- to dilgwaey meet the
pwfa-ace regiarnoda of tie Post Te -*,g betilute. It
should be soled the design goof 1. rat to eliniwda al fwdatim
-Fawned., but to IIn it slab flexure so that differential
nwvn.vnt uiti not - ur'e anxb4 disb-
3. This deslpl does at allow For Improper drainage, trees Ioated
closer than their motors hephd to the foundation, krproper
-o'ntamce, or arm and -gl«t by the Paean/Parson
cwtractd to follow U4. design (knPmw r-tanoxa is defined
m not maintaining coelsteht sail -dslre cmtonts ar strengths
on all sides Or the fOu lotion, whether N be fran padhg,
awlon, eace.sva dbchmg from d., p..0 err gutle-, plori
•dgI or clogged drrtnge live. Sea note D4 below).
GENERAL,
I. Form boards are to be eat by a surveyor usig dinenebns fron
the atcNLcturd A-oweps, ONLY. DimcniNo s shawl on this
drowig on, for location, sin, ad ryadity of slob stiffening
beans and -i ring 0-mrd. P-DELTA ENGINEERING AND
MATERIALS, I.I.C. shall not b. held liable for improper faun
band pl¢annt.
2. Cmtrai shall verify all dinceias, ffli drops, op.",
inserted Ite re, and raw coditiae before cantructim of slab by
raardkntYg betum+ the -Wh turai drawings and the foundation
phone.
3, Amhv twdtkm may be Moved up to 6' to provide {roper
clacho- fran pimbip pipes, NVAC system, and ed«trkal
conduits.
4. Slab shall be f. M stressed apprmhwtely seven dogs after par.
Partial treeiI g 36 hours after pour wild rad- (not anrw.t)
arock. from ete shrii'doe.
5. Floe nay be --imid I. Feld.
MATERIALS,
V Poet-Issiaig sli Bull be 1/2' di -ter 270ksi, A.S.T.M.
Mven I6 cm*krvt sewire strand, greened with 0.25 mil
thi inure (mksYnan) plastic shadhig. Strands sh AL b.
straesd to 33,000 lb.. ad -hone and wedam set to 26,WO
tbs.
2. All ochorow hard- shout meet test mntrW establlshed by
the fhM T-ionig nWAvte's'Guide 5p«ificotias for Poet
Tareiouig MdL.-I..'
3. Concrete sell hoe o canpresiil a strength d 3,000 psi at2B
day. (mhinan). Admbture. may hen o harmful effect on the
post-tamiaring It -'
err canal. Chlorldes, wtFlt- ad nitrta.
should riot be used.
4. C itional reha' to meet A.S.T.M. A615 Grade 60 (mkirxm).
CONSTRUCTION -
I. All bans should be mcavated as follows unless sp«iRed
otherwise by the gent-h-at ergI
a. All boons must extend 12' (mrim n) Into -disturbed soil
or properly corip-ted fill.
b. All fill ant be canpucted to rsi f of standard Proctor
deroity A.S.T.M. -D6% and conform to FHA sheet 7%. ALI
NII under i iab shill be Placed in accerdmce with geo[eclnicd
engixer's ap.irkalhs. Pr" flit canpocllcn shod be
verified by the geolim1hi agieer.
c. Bans bean" an cmpetnl rack may be fended at a depth
501L TREATMENT NOTE.
rokm an th12' below finished grade. Pathanane of be
t bsarng - -petard rock shall be a cavorted la the
design depth err 12' WA. undisturbed soil, whichevo is greater.
Efouldero, stones, grovel ad sac --table material, we not
,considered carpel-t rack,
d.EI- elan be clam and free from water ad loose debris.
2. Partial pkri g OF foundation if not ullaud. Only plea fpminW
and shown on the plan are to be Mtolled. Refer to pier
details and «hed.1- for Sion, depths oral renPorceg recp ed.
Pier lope should Is. cI- ad expand to lh. bean. Pis
renFacig Sall be flush with the tap of the pier ad "I rot
do extend ithe botto n of the bears whl- noted otherwise.
3. All fiel grading shall be done using sod ar too plasticity
rre"Id.
4. 51te grading .hall attain 51 miinun fail ma/ from structure
fen fist 5' around ii perknets. Grading old dratwge shall
be maintained to p iii water collection er po ding d)rcant to
slob. Builder sh.11 advise Fame aver of proper Foundation
mantsnar Most- cmtad, fl.kimt a to be mk+:nimd by
ppprWrWta IrrlgoUon ohd ladscaplrg coreidarig -1
dirnoctk ch.W of to rpenobxe od pr«Ipltotlon.
5. Tre cha for deep p1wrlo g Iles should nod be located dir«tly
under baane. Tanpirg of b..k fill at pW-bng kr- n rewired
prior to find grading.
6. To prevent bonding of strand. to carnet, danoged plmtic
.issues exmediug 3' in length shill be repaird. Maarxm of 12'
exposed at dead and is omeptable.
7. Connate mat be well ca solldoed and 'brded aroud an end
Fors to prevent bec ig failures during stressing.
B. Need sole plats at ail extrim walls, terour braced .11 poets
ad all wood .ill plot- shill be -curd to the foundation with
ocher bolts spored ac 6 feat (maul,-) -carter. Bolt. "I
be I. inch In dlaneler (miniman) and gull be knbedded 7
i- (-ni--n) nt. ro-W A rut and -.I- shall be
Ughtcred n -h achy bat, with two bolts (-ninon) per
plate e«ti-. End bolt. t be tacated betuween 4 and 12 kchn
fran e«h end of each plate sectim. Int- bearing wall ode
Plate, not part of a braced coil Peel troll be -1- with
appir-d fastanas.
POST -TENSION STRAND I1,15TALLATION:
I. All orders sell be nstlld 4' (-Munn) below top d
carnet ot edge d slab oil 6' (-b*-) from comers.
2. Anchors with pocket fames Mxnt be seprety fcsterd to fo-
boards in a - that prevents carved port fron acrazhig
into wedg. cads (tad nail. r«arrrrerded). Fixed odors
should be attached with 3/4' clearaxe fron faun basal.
5«Ire wiring of ochar. I. acceptable.
3. PwWc shmthlrg shill be raroved up to 3' (-1-) bel"
Ilse end etcher meanbliw.
4. Strad idersectlos U be tied starting at dead end to 1w end,
rani slack to mHmim rrmvi nac during pour.
5. Support st-Is ad r.b. -choir, at 4' (-I-)
6. Final streeeig eholl not «nr until carnet etl rgLh uttue
2idr 000 psl (mnun).
7. 5ire.ekg pockets should be grouted ithin 7 dai of final
atres"n operation to ii-ent r -I h ot the anchor o d wedge
a.eanbty.
NOTE.
The use of thole plans, and ap«Ifkatloro sell be restr+ctd to
the -peal site for which they were Prepared. Any reproduction
- distr-..butim i, ..p-y Iknhtd to such use. Any other
reproduction, reuse ar disclosure by aw rnethod In whole ar n
Part
is pnohbitd. Thee ymcifkatiar contain propri terry
Information and title ranoie with
P-DELTA ENGINEERING, AND MATERIALS, LLC.
MOIL
REFER TO SOILS REPORT FOR EARTRHORK/ SITE GRADING t
DRAINAGE. EWI (REPORT NO, 14C226%7R, DATED 1/27/23 PAGE
5-4)
P-1AN
ENGINEERING
P-delta EnaYsmilm& LLC
41;emlr •!n1rgr11y-01a7d1y
GM N, B.bb.ILL Erb lag, kdne 7i ISM
t..aetAdaee: P.O. eon 16701 ImmK TA INN
a1ha:214496a575 F. 21449SM77
RAN
SPEC
9NLOER
V PATRICK GRAY
CUSTOM HOMES
ADORE%
LOT:16 BLOCK:I
FERGIJSON PLACE
3304 FERMON RD
GRAPEVINE, TEXAS
5/23/2025
TIE SEA MIPE diP ON M DDa#JM 11S
41HMZM Ef ROFERT E. lOMlnl, P.E. N360
FOUNDATION DETAILS
JGATE: 05/I6/2025
YB NO SNttl
NT-250040 SI.0 OF 10�
CABLE TAKE OFF
CITY. LG. T.LG 2 SPA4 ES P 3'-T! 3 SPACES • T-A VPt 2 SPACES! P-rt 2 SPACES 6 S-5.3 2 SPACES 0 C-YE 3 SPACES ! V41 V4'E 3 SPACES f 3'-6 L4•E
2 27 54 3 mm $ mm uu, ammo •�
I 1 I N I
5 m 212 534 ,.
3 41 23 g34 r__ SEE F
w4 i 1117fEE
3 55 I11III I ^E
4 CA 240 k I I TI 1 1 I
12 412 744
^ I II
q 45 1735 531 I�--____________J _________�� L____�—______y
B -
______
(d TOTAL 3550 r.� r________ T
FIRM .ArE PAr> MOTF: 531
FREE PLACE PAD TO BEAEIl1 G C Gt W tG G 1;C GC ~
DEP7R IM TOP 1 BOTTOM IV 1 1 1 1!! E TdP I •'
OR CENTER. EXT00 PAD W
BEYOND FIRE PEKE. SEE 71 1 1 (TTP.
L� _____J L_____________
B111EOER FOR LOCATION
r__________
BAS
I
565
DM7 FOR 1 I11I I I p
1 1 1 1 1R POR
SK 1 1 I I UR DEPTH. I 1 1
--- _—__-_�__A
r----
—__ _—____________� -'
!^ B45 i i i _____________� r___�_____ _ r____�__ _ _ __��_____ r_�_____�___�
i I I I 1 1 -;��- � � 1
9 /-.N
5(A
I I 1 SEE PIIE I I I 1 I I
i i i 1 m PAD
1 1 �
SK r------
1 1
r----_ _ __-I r_-1 r,__------ ------------ r___�__ �� r---------------�
I I I (aPTaw 1 1 1 1 255s TOP 1 1 1 1 1{ 1
DROP AM I I Y t/ ATOM I I 1 1 I
I I •J1'l�, SEE I I i 1 1 1 1 1 1 1
j euaoER A
{ 2 I l iPACT DERM i i I Y TO SECURE 1 1 1 1 I I I KAM AW)I R
It I
m
TOP I ?b TOPS _J L___ • 1 i i i i i i b
am
L`--- -- ----- -----' ---- -
L -- TOP
_J L_ __
g F3 sm 215E IV
;
P-141AN
ENGINEERING
P-delta Engloomilm& LLC
4Am" •'�1lrvJ7ilY-Qfk7/JlV
6250 M, Blum Rd. SrW 200-Mn6A ISM
MAanEAJ W. P.0. 5m 167011mm u MIS
Oulu: 2144964575 F. 21449SM77
try.1; 1^n �In)L:Icr Nmw :Y(f
PLAN
SPEC
EIDILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU`•AN PLACE
3304 FERMION RD
GRAPEVINE, TEXA5
5/23/2025
THE SEAL ARTAW ON MS DOCIAEJD t1S
Iaf; W71015ZED 6R ROEERT L IOMw. P.E. 89360
5LAB•3234 50/FT BEAM SCHEDULE SLAB T4KKNESS=4 REFER TO SOILS REPORT FOR EARTRWORK/ SITE GRADING t FOUNDATION PLAN
WIDTH �PTN 0TY BOTTOM DRAINAGE. EWI (REPORT NO, NC226%7R, DATED 1/27/23 PAGE
n r.,E � CABLES COMMENTS � I FOUNDATION LAYOUT 5-4) --- DATE:05/w/2025
EXTERIOR 12 30' 1 2 7 CABLES BOTTR'1 OF ALL EXTERIOR BEAMS 51,1 SCALE I/B' . 1'-0' Ilo 514tt1
�NTERIOR 12' •A' 1 2 2 CABLES BOTTOM OF ALL INTERIOR BEAMS. NT-250040 ISI.1 OF 10�
W-11 14-e 37-W
IV DO - PFU 5*v OSB - FIR V OSB - CS
OIL ON m EDGE - "L ON 1% EDGE NAIL ON 4'L EIDU
3% N FIELD 3'L N FIELD ON N FIELD
CCLUTI BAH Me" GCSE
GR I O COIN OR WXD DOWN
SF SITE-911LT PORTAL
FIE ._ .. —
FRASYSTEM
IPS
(PSF) STROEG F4µl
IiITN (E) 1 K• . It IC LVl'f
- ul
q d
SInPSON 'I.. OR
IN NTTA jp � M1 W NB�DAgA ,yKNLF EY1T5:
W' BA MCNR BO175, INSTALL BOLT WSIYSON
INSTALL 1'IPSON
SET EPDXY. IK5Y, Y EIM�DMENf SR EPDXY, Y 08EOYNi
j SII'PFdN STRONG IRRNLL ON
1 /KKKKWW4444kkkkkk Yii-D.} wEN GP
557l-CT CN 7% EDGE
N FIELD
C I
INSTALL SRW-ON
•TITER ND• kw
BMT5 AT 77'(
''�
ASIMP50N STUDIO OR UTTL W "' DLA ANCHOR BOLTS.
INSTALL BOLT 14'SIFIP50N SET EPDXY, 7• EYBEOMFNT,
Q 96TALL SINPFiON'TITEN Iq Y7'XS' BOLTs
_
CS-WSP (CONTMOUS SWEATWIN125-W000 STRUCTURAL PANEL)
REQUIRES ALL SMACE5 FROM BOTTOM RATE TO TOP
PLATE NAVE SUEATWG NAILED AT VO.0 OR LINLE55
OFNE A NOTED.
OWN
PFW (PORTAL FRmv MTN HOLD-DS)
WSP (NOW STRIKTLRAL PANEL)
GP (GYPSUM BOARD)
CS-SFB (STRUCTURAL FIBER BOARD)
told
I BRACING METICID USED; WOOD STRUCTURAL PANEL
3. STUDS TO BE SPACED P K' O.C. UdF55 NOTED
(ASP) AS PER 20 (IRC) FOR A BASK WIND SPEED
OTHMiSE
OF 'IS "0 (3 SECOND GUST).
4. ADD BLOCKING BETWEEN ALL 5TW5 AT SWATHING
2. DENOTES MINPAIM AMO.M OF SHEATHING NEEDED AT
JOINTS.
LOCATpI FROM BOTTOM RR ATE TO TOP ATE. SEE
5. ALL HAD LOGES ARE TO BE POYALLED AS PER
NOTE A EXTERIOR WALL BRACBG FCR NAILM
nVIFACTIIRER9 SPECIFICATIONS
PATTERNS
4. ALTERNATIVE HOLD DON FOR SHEARWALLS
I 4--0•
(SEPSCN STRI TIE STOW)
L
SYIGIO DR NTTL sR,PSa517E-BUIL
W • 17A ANOXR BOLTS. N T
= POSTAL FRAM sTSTEn
L BOLT wslMFsw n r IF Sav501 STROF (PSF) 51ROG EIALL
EPDXY, Y UWDFlENT `' - r. l_ 554.17.7"TR
We
LL'. VLk*
cairwBASe
�
OR N010 DON
1
AP-21 a-n'
NR' 058 - CS w 050 - , Sr' 055 - PFII
OIL ON
4'( EDGE OIL ON VC EME - MAIL ON 3% EDGE
12% N FIELD Yf, N FIELD Yt IN FIELD
OSHEAR WALL LAYOUT Ist FLOOR
52.0 SCALE I/B' - 1'-0'
P-141AN
ENGINEERING
P-data Engloomilm& LLC
4he^!r •'Illrr�Fily-Qfk7hlV
8230 k bniw RL —7 U MIIAA 7m }—
AbRnEAEbev: P.O1 . Sm 8T4T1 IrAq. TA 150I8
0111 u. 2144980A75 F. 21449SM77
tryl; I^n Ilnn)L:Icr Nmw :Y(f
FLAN
SPEC
aMDER
V PATRICK GRAY
CUSTOM HOMES
AODRE55
LOT:I6 BLOCK:I
FER&J" PLACE
3304 FERMON RD
GRAPEVINE, TEXAS
/ 5/23/2025
THE SELL NWAW ON THIS DDCTMFJB IIA5
AMAZED BY RDBERT E. IONW, P.E. 99360
SHEAR WALL LAYOUT
GATE: 05/6/2025
J]B NO 5F{EI
NT-250040 S2.0 OF 10�
If-P
0-f
2Y-4'
Vi'
4w 0`0 - CS
Syr' OSB - C5
IV 00 - CS
V 058 - CS
NNL ON A EDTf
NAIL CN G'( EDGE
NAIL ON VIE EDGE
NAIL ON V( EDGE
12'( N FIELD
O'( IN FIFID
12% N FIELD
T( N FIELD
-- ------------ 7�-j I'
'01
30-r
511'Ob-CS
NAIL ON A EDFL
12% N FIELD
MLI PETMOD USED; HOOD STRUCTURAL PANEL
5. STUDS TO BE SPACED P K' O.C. UdE55 NOTED
(W5P) AS PER 7021 (IRE) FOR A BASK WINDSPEED
OTNERMISE
OFIF5 mO (3 SECOND GUST).
4. ADD BLOCK04 BETWEEN ALL STUD5 AT 51EATNN".
2. DENOTES MlWAIM AWILINT OF %E.ATNnG NEEDED AT
JONTS.
LOCATpI FROM BOTTOM RATE TO TOP FLAT E. SEE
5. ALL WOLD OOWNS ARE TO BE INSTALLED AS PER
NOTE 4 EXTERIOR WALL BRACW. FCR NAILM
MANUFACTURER5 5PECIFICATIONS
PATTERNS
4. ALTERNATIVE HOLD DON FCR 5NEAFMALLS
4'-OI I
(5tFSCN STRONG TIE 5TOW)
Nq
T BEL011:-"wit —11
TO Be STRAPPED
y BELOW EACH END.
1 P BOTTOM, TYP.
CM714 STRAPPI% ABOVE �(L
N0.D-DOWNS w DOffiE S LADS MN. f
CoNNECTNG, TIP. f�
pi
101
100,
q-A•
r-Ar
- - 5fr• O� - CS _-
w 0.•a - CS
- -_
NAIL ON6'E ma
NAIL ONV ( EDGE
0'( N FIELD
a% N FIELD
O5HEAR WALL LAYOUT 2nd FLOOR
52.I SCALE I/B' - 1'-0'
4,
A'i'
vOm - CS
NAIL ON 6-4 EDGE
O( N FIELD
I
r-1rdlh]
ENGINEERING
P-delta EnaYoalm& LLC
4he^!r •'rllrr�7ilY-Qfk7hlV
6250 N, bNNr Rd.WW SOO-M SrnIL II ISM
ANAANI AEArtv: P.O. S 16747L INIgL 1K IN is
011 a.2144964575 F. 21449SM77
PLAN
SPEC
9ALDER
V PATRICK GRAY
CUSTOM HOMES
APORES5
LOT:I6 BLOCK:I
FER&J" PLACE
3304 FERMON RD
GRAPEVINE, TEXA5
5/23/2025
T �PSM SET EPDXY, EMBEOMD(TT
NST�BOLT
•,1��/O;Z
EN.rn
\\_'
Q INSTALL SIPPSON'TITEN IMD' lyX5' BATS
CS-WSP (COITINN011S SAEATIMG-WOOD STRUCTURAL PANEL)
REQUIRES ALL 5URFACE5 FROM BOTTOM PLATE TO TOP
DE SFAAPPE K' ON THIS DUCT" 11$
NAMED 9f RDURT E. KRIM P.E. 993E0
PLATE NAVE SPEATRNO NAILED AT 6' O.C. OR UNLESS
OTWERNISE NOTED.
5HEAR WALL LAYOUT
PFN (PORTAL FRAME MTN MOLD-DOWS)
_-_-�
PATE: 05/6/2025
WSP (NIDCO STRUCTURAL PANEL)
GP (GYPSUM BOARD)
NO
`JEti
CS-SFB (STRUCTURAL FIBER BOARD)
NT-250040
52.1 OF 10�
NOTES
I. REFER TO SHEET 54.0 A 541 (LATERAL BRACING) FOR
FRAMING GENERAL NOTES
2. SEE PLAN FOR 511E 1 SPACING FOR ALL CEILING JOISTS.
3. ALL CEIL06 JOIST MST BE NAILED TO TOP PLATE Wl3=6d
COMMON NALS
A. ALL CEILING. JOIST MUST BE NAILED TO RAFTER ILN-Vd
R COYlI NAILS
S. ,015T AND BEAM wVNfdRS, MERE SPEUfIED, SHALL BE
FULLY NAILED PER MANUFACTURERS CATALOG SPECIFICATIONS.
6. MULTIPLE -STUD COLUMN SUPPORTS, WHERE SPECIFIED, SHALL
HAVE EACH PLY NAILED TOGETHER WITH IOd COMMONS / q•
042
ROWS Or NAILS RWWRED FOR 24 STUpSJ.
7, DEC%TUG FOR UNINHONTABLE ATTICS WITH LIFETED
STORAGE SHALL BE MNIML91 J' PLYWOOD OR 050, WITH A
SPAN RATING THAT MEETS OR EXCEEDS THE CEILING JOIST
SPACING
B. MULTIPLE-PLT BEAMS, WHERE SPECIFIED, SWILL HAVE EACH
PLT HALED TOGETHER WITH 2 R00 OF Vd CQUYNS f re
O.0 (3 ROWS OF NAILS REQUIRED FOR BEAMS EXCEEDING IV
MIN DEPTH .
R. ALLMULTI E-PLY BEM CALLOUTS ON PLANS SHALL BE 12
SOUTHERN PINE UNLESS NOTED OT14ERWME.
'0 STRONG BACKS MUST BE SAME SIZE AS CEILING JOIST.
REF_ INTERNATIONAL RESIDENTIAL CODE 2021
CEILING JOSTSt UNIIINABITABLE ATTICS WITH LIMITED STORAGE,
DL= 5qF LL • ICbST, a-L/2q
DL• W ILL. 20PSI, A • U24D
SPAN CHART FOR #2 D—FIR
CEILING JOISTS CEILI7G JOISTS
DEAD LOAD - 5 DEAD LAN - 10
LIVE LOAD • 10 LIVE LOAD • 20
W I K' OI-- 24' 12' K' M.r 24'
12 x 4 QI-5' II'•3• 1'-T 9•p' 4.10' B-9' B-O' T-r
1 2 , 6 W'-6' IT-B' 16'-T 1A'-IO' mr-IO 12,-10' IP-9' IOU'
12 2 6125'-W 23'4 21--0' W-a' W-n' W-3' LA'-W 13'-3'
12 x DIN.W-AI A 25'-B' 22'-II' 2r-II' 9-10' W-2' W-3'
SPAN CHART FOR u2 SOUTHERN PINE
CEILING JOISTS CEILING J015T5
DEAD LOAD - 5 DEAD LOAD - IO
LIVE LOAD . 10 LIVE LOAD - 20
12' 16• M.2' 24' 12' K' PNx 24'
12 X 4 II'-10' IO-4' IO-r T-3' dr-3' 6-01 T-4' 6'-T
12 X 6 lb'-B' K'-II' SII '-T 13'-' 13'-N' or-e If•O' 4-IO'
2 X B 2f-T 21'-T NT-W IT-T IT-T V-3' IY-11' 12'-6'
25'-T 23'-5' 20'-IP 10'-U' IB'-I' Tv1T r
122N X 112 2V-O' n'-W 25'-A' 23'-0- 23'-0' 20'-3- W-E' K'-IO'
SPNIS'ARE LIMITED TO 26' IN LENGTH.
HEADER SPAN ALLOWANCE
(MAXIMUM)
(PLT) 51ZE LOAD BEARING NON -LOAD BEARING
2=2%6'S - 4Ft
2=W S 4ft Wt
2=200's Eft eft
2=202's eft loft
LOAD BEARING HEADERS GREATER
THAN e'-0' NEED TO BE SIZED
aX • NUMBER OF STUDS
SIZE OF
STUDS
I7 I F , ! JI ■
a 11 . yllll/',Mry/M'11
//////////////X // ///I i
w / / / ///////✓/////
-
//^yl[////,
$Work this joist layout with
Boise Cascade File #25001410
dated 5/14/2024.
Q
CEILING JOIST LAYOUT 1st FLOOR
SCALE I/B' - 1'-0'
//! ' ,
. / /.... I
P-1AN
ENGINEERING
P-data E1IIYndas, LLC
41;:^1M •!oltvr1!y-01a7dfv
GM N, B,Niw Rd. SrN M I.MI,E, 7: ISM
LYRIgAddrtv:P.O.I 16701`M, uTWIG
010a'2144960575 he 21449SM77
PLAN
SPEC
9MLDER
V PATRICK GRAY
CUSTOM HOMES
HATONED AREA REPRESENTS SECCID ADDRESS'77 lJ1T -- FLOUR 5ECCND FLOM J015T
srsren DESIGNED BY OTHERS LOT: Ib BLOCK:I
FERG1J50N PLACE
3304 FERGU50N RD
a GRAPEVINE TEXAS
n �1
n Il
it
5/23/2025
THE SEAL ,WANING ON THIS DOCIAff 05
K 1HINIED ELT ROBERT E. MW, P.E. 893E0
CEILING JOIST LAYOUT
JDATE: 05/6/2025
Jm NO SNttI
NT-250040 S3.0 OF 10,
.o
NOTES
I. REFER TO SWEET %.0 4 54.1 (LATERAL BRACING) FOR
FRAMaG GENERAL NOTE5
2. SEE PLAN FOR 51ZE L 5PACING FOR ALL CEILING JOISTS.
3. ALL CEILING JOIST MIST BE NAILED TO TOP PLATE W!3=N
COMMON NAILS
A. ALL CEILING JOIST MUST BE NAILED TO RAFTER Klq-Vd
COMMON
NAILS
S. JOIST AND BEM RANGERS, WHERE SPECIFIED, SHALL BE
FULLY NAILED PER MLW,FACTIIRERS CATALOG SPECIFKAT015.
6, MULTIPLE -STUD COLLMN SUPPORTS, MERE SPECIflED, SHALL
HAVE EACH PLY NAILED TOGETHER WITH XU CQIYNS /9'
04 f 2 ROWS C, NAILS RWwRED FOR 2 STUDS).
7. DECX NG FOR LININIONTABLE ATTICS WTN LIMITED
STORAGE SIMLL BE MNIMLM 1' PLYWOOD OR OSB, WITH A
SPAN RATING THAT MEETS OR EXCEED5 THE CEILING JOTS'
SPACING
B. MULTIPLE-PLT BEAMS, WHERE SPECIFIED, SHALL HAVE EACH
PLY NAILED TOGETHER MYTH 2 R00 OF Vd COMMONS / re
O.0 (3 ROWS OF NAILS REQUIRED FOR BEAMS EXCEEDING IV
MYN DEPTH .
R. ALL MUt.TI E-PLY BEM CALLOUTS ON PLANS SHALL BE 82
SOUTHERN PINE UNLESS NOTED OTHEREM'l.
10 STRONG BACKS MUST BE SAME SIZE AS CEILING JOIST.
REF_ INTERNATIONAL RESIDENTIAL CODE 2021
CEILING JOISTSt UNRIIABITABLE ATTICS WITH LIMITED STORAGE,
DLL 5qF ll ICbST, a- V2q
DL• W LL . 20p51, G • L/240
SPAN CHART FOR #2 D-FIR
CEILING JOISTS CEILI7G ,YXSTS
DEAD LOAD - 5 DLOAD - IO
LIVE LOAD • IDEAD LOAD
LIVE LOAD • 20
FZ' W 191' be 12' W' Iq.2' 24'
2 x 4 12'-V II'-3' 10'-7' q-10' 4.0 W-9' B'-O' T-2'
12 x 1 7A'dr' IT-B' IV-T II-IO' Lf-10 12'-IO' IP-9' 10-6'
1 2 x B 25'-W 2T-O' 21'-O' W-9' W-9' W-3' Wl 10' 13'-Y
12 x 0 Nd,t-AINAa-A 25'-B' 22'41' 22'-H' W-W' ID'-2' V-3'
SPAN CHART FOR 42 SOUTHERN PINE
CEILING JOISTS CEILING JOISTS
DEAD LOAD • 5 DEAD LOAD - IO
LIVE LOAD . 10 LIVE LOAD • 20
W ICI' W-2' 24' Q' M,' r9r 24'
2 X 4 II'-10, CA, AT-Y IV-3' -r-3' 6-01 T-4' 6'-T
2 X 6 ■'-B' I6'1
' IS'-T 13,-II' 13'-11' ir-o II'-O' 4-IO'
2 X B 2f-T 21'-T NF-B' IT--r IT-T IV-3' 13'-II' 12-6'
-7' 2 X 10 2V-1 25123'-5' 20'-IP 20'-N' IB'-1' W-6' 14'-9'
22 X �112 26'-O' 26'-0' 25'-4' 23'-0' 23'-0' v.y IBM-W 16'-10'
�NUA'ARE LIMITED TO 26' IN LENGTH.
HEADER SPAN ALLOWANCE
(MAXIMUM)
(PLY) SIZE LOAD BEARING NON -LOAD BEARING
2.2X6'5 - 4Ft
2.24's 4ft GFt
2.2XI0's Eft BFt
2�2XI2's Eft IOFt
LOAD BEARING HEADERS GREATER
THAN 8'-0' NEED TO BE SIZED
aX • NUMBER OF STUDS
SIZE OF
STUDS
N �
W 11I`
W W
u .•
r I.
r
r_ D!Jai
OCEILING JOIST LAYOUT 2nd FLOOR
53.1 SCALE I/B' - 1'-0'
P_1AN
ENGINEERING
P-data EIIRYatdls, LLC
4A^;M • 41lrYf7ily-Qfk7/JlV
'M N, BWdh, Rd. Srb NIL Mn6 TIE ISM
EbanlAddrtv: P.O.Iva 167i71 `Ml u 7501Y
0111a:2144964575 F. 21449SM77
Aryl; W^n �In)L:Icr Nmw :e(f
PLAN
SPEC
5MDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:I6 BLOCK:I
FERGUSON PLACE
3304 FERG166N RD
GRAPEVINE, TEXAS
5/23/2025
THE SEAL MIPEA D DN THIS DaQAW 05
MATIURIED BY ROFERT E. ■MW, P.E. 89360
CEILING JOIST LAYOUT
GATE: 05/6/2025
JOB NO SNttI
NT-250040 53.1 OF 10�
NOTES: ROOF BRACING
I. REFER TO SHEET 56.0 t 56.1 (LATERAL BRACING) FOR
FRAMING GENERAL NOTES.
2. RAFTERS, RIDGES, HIP5 AND VALLEYS SHALL BE %2
SOUTHERN PINE OR EOLML.
3. RIDGE, HIP, VALLEY, AND PURLIN LOADS SHALL BE
DISTRIBUTED TO WALL5 OR BEAMS BELOW BY 'T'
BRACES OF (2)2.65. THE 'T' BRACE5 SHALL BE
INSTALLED AT AN ANGLE GREATER THAN 45 DEGREES
WITH THE HORIZONTAL. BRACE PURLIN5 AT 4'-0' O.0
4. RAFTER SPANS EXCEEDING II'-0' WITH THE HORIZONTAL
SWILL BE BRACED WITH A 2W. PURLIN.
5. USE 24 RAFTERS P 24' O.C. UNLE55 NOTED OTHERM5E.
ALTERNATIVELY, USE THE SPAN CHARTS PROVIDED.
i. NAIL RAFTERS TO RIDGE, VALLEY, AND HIP USING 4'16d
CC17tiN TOE NAILED OR 3•Iid COMMON FACE NAILED
MINIMUM.
7, TOE NAIL ALL CEILING JOIST TO TOP PLATE USING 3 IOd
COMMON. NO MORE THAN 2 NAIL5 SHALL BE INSTALLED
ON EACH SIDE OF A JOIST WITH 2AA TOP PLATE AND NO
MORE THAN 3 NAILS INSTALLED ON EACH OF JOIST NTH
A 2X6 TOP PLATE.
B. ALL SPLICED RAFTERS SHALL BE SPLICED AND BRACED
AT PURLIN LOCATION.
LEGEND' SUPPORT BRACE REOUIRED FOR
HIP, VALLEY, OR RIDGE MEMBER
AT THIS LOCATION.
LOCATION OF OFFSET LOAD BEARING
q��:
WALL, BEAM,OR P05T BELOW
(WHEN APPLICABLE)
ROOF 5UPP'ORT BRACE LOCATION
............. LINE OF BEAM BELOW,
REFER TO CEILING FRAMING
PLAN FOR 51ZE
LINE OF ROOF PIIRLIN
RAFTER SPAN CHART (COMPOSITE SHINGLES)
REFERENCE = INTERNATIONAL RESIDENTIAL CODE 2021
RAFTERS CEILING NOT ATTAO4EO TO RATERS,
PL • 0 P5F, LL • 20 PSP, a LAW
RAFTERS CEILI G ATTACHED TO RATERS
OL • 10 PSF, LL . 20 PSF, C . L/240
SPAN CHART FOR x2 D-FIR
RAFTERS RAFTERS
CEILING NOT ATTACIEC CEILING ATTACHED
TO RAFTER5 TO RAFTERS
C IL' 'PLY N' O• K' IRZ' 2r
2 x 4 IW' loll ?-q' B'-11' W4 q-1v d-11' 1,-,- 7-01
2 % i xr'-r Lf-P 13'-I' Ir-9' R'i' II'-4
7% 6 21'-0' W-r W-Y W-W N-5' IW-2' IY-r I'r-ID'
2 % 10 2V-W 22'-3' 20'-2- IB•-2' 25'-B 122-] 12V-3 I Nr-7
7 % 12 27-6' 25'-A' 7i•i' 2r-0' 26'4 2V-A' 23'-6' 2r-r
SPAN CHART FOR 02 SOUTHERN PINE
RAFTERS TERS
CEILING NOT ATTACIEC CE NG ATTA04W
TO RAFTERS TO RAFTERS
W IL' A.2 24' T K' 14Y 21 L2 % xr-,r N'-D' B'-Y r-,r rf•-5' d-r B'-I' r-f
2 x i 6•-r 13'-ill 12-3' II'4 V-9' 13'-5' 12--3- Ir-0'
2 x B or-b' IT-1' Pi'-r 13'-Ir 14-i' Ir-I' IS'-r 13'-11'
' X . 2Y-5' 2V-3' Rr-6' W-ill A'i' 20-V O'i' W-6'
?%U 2V-0' 2Y-0 2r-9' W-6' 26'-0' 23'-Moll 21'-Y K-i'
FRONT FLFVAT;6
ROOF BRACING
54.0 SCALE 1/8' • 1'-0'
P-141A�
ENGINEERING
P-dbta Engloomilm& LLC
41;.m', •Hrltvr1!y-Ora7dly
GM N, Bbni, Rd. Srb M MnE.A ISM
Nlwft AE6e.:P.0.11•1676T1`MA TA MIS
0111-214496067S Pc 21449SM77
eu; I^n Iln)L:Icr N�ro[r :Y(f
RAN
SPEC
aftVER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU50N PLACE
3304 FERMON RD
GRAPEVINE, TEXA5
5/23/2025
OF relf,
MK SEAL 1PFTAW GIN RIS DDa#JM 'lAS
AONNIED E>7 RDKRT E. MW, P.E. 893E0
ROOF BRACING
DATE: 05/I6/2025
im NO SNEEI
NT-250040 S4.0 OF 0�
REffR TO LATERAL BRKNL PLAN FOR
DENT O SHEATHING REQUIRED
SHEATHE MAIL AREAS ABOVE,
JLL
BROK AND ADJNCNT TO
,
OPENINGS WIN r FiYN00D R
TTPIOAL
OB OR APPROVED POTERIA h
OPENING
111:1" SOU BE /6TALEED AT
ALLMRENTN PANEL 17R5,
AN YERTNK PAID.l.Ed�
(
RESENT)
PRESFJiT, �
51WL OCCUR OVER 5TUU5 SEE
/
EDGE VAN SPACING R SMEAR
LIE WA. Fr 0.0 N THE FEUD.
�F
CENT V.WSLY
iiTMID LULL
I
FLEJIPIAF
II
7^OBERE STUDS
7
-rPIROE
SN"ING ON WIN
MAM 94
LOLFM� �-1MIN 3.2.12
SCEs O NAIL
� AM MHO
(DITI/t7-101
NEADFR
�FAE)
2.SIMPYN Sill,
2. HOKNS P V4
AND P
NORMAL /
\ WT2-d (armN
`'21 BIDDOO P Vr
SHEATHING KMTS
OPENING
RYES AND 1
3.M OIG STIRS
NAND TWFI1pl
HTRNOAL SMATW&
YCtl'REPS P 7R'�
�RMTS
OC
3.26 KW. STUDS
TOGETHER
0
2•SNPYN STUDIO
MAN CRAW P 2r
WD ALL SGfIRi II A II 1
D.C.
INSTAL BEFOE R
CONCRETE RDIR) , V '•-�
7=SNFSR STIED
W25-Nd'A1.E6
\ (INSTALL BEFORE
(INAR)
KING 51UD WEIS N (DPEP
K�L'l
H I NOOK ROD
OfSTUOk I& Y (DRO6 P
INSTALLEDVIA.
P1Y0 (tlfrS llD P Ir OC IN FFLD
5R EPOA (P EMBED)
} ra nroE
it
TOP BATE
GYII L
LULL SOAR R PR FJ(f
'RESENT
/ /
KI G KTI
Bf1WfK ALL STUDS AT
'5HE
TH" A
SNEATIN4 fR1T5
k' RR YAO, ORAROYREAMING.
/
A
SEE EWE 1YLEG SPKIG a SHEAR L1[ HEAL
�
/ %
a. IC N /RFD 111111 ALL
NA PAIR
yr OR
D. OR I!DA NowROA OIl ND 061NL
�w5fP5a YT IF. r BBOEIR
/ /
ALTEBATNBT, INSTALL V? DLA
MT (r EPBEOMBIT) EEfm
COICAETF R1R1.
_ _5"Sm NTT. / am Wr OLA man
ROD, 167A LED MIS PSON SET EPW,,
(r ETBFOFNT) (ALTEROTNRi,
INSTALL SIMON STIVO BEFORE
CONCRETE PDIR)
CpM•R DETAIL
�� ORATLD S>+CAJPW.p ���
E STUDS
BO(N FLOLRS
USE P1AR CONK
OAEG P HD STUD5
BOIH FRAYS
i
FLOOR ASTS
_-VEIN TRAIN eLKG TO
1ATW STUDS AE1DVE
I
(NATAL PEf RAN OVER
SNANIIY- T MTN
RA•ANT TAPE TO
APE
PREVENT HEAL HEADS
FROM RSAG THROKH
"DING PARR
BW'-T-UP
QWALL STIFFD.LR AP T
EXTEND MIIG FXTEIO SIEATNIG
2ST SPINES :`T,K'wwFs
TYAI-J RATF
j
LW TOP PLA
:[irPEPYS L5TA30 (OF
EIFVATOI
FOAL) N224011 HEALS
21 SOLD BMW.
V PLYWOOD, OA, OR AFFMrTD
SHEATHIG WN COMMON NALS P
6'O.C.P—.1 MOP It
OE 01FEID
�7) i DIA ANCHOR OR MT%
to tam M5915M SET
ETgR (B' MN BBDPENT)
/� lL PKAAT�� AKCLOlTAIL
ruR.rs T��.
IOCATF
(K.OEPTH OF MIST)
POSIT COLUMN
USE PRESSURE TREATED
LUMBER MEN FOOD 6
PEA'DNENTLT E3E05ED
TO THE ENVIRONMENT.'
5/B' ANCHOR ROD
INSTALLED MIYH
SAMPSON SET EPDXY
(A' EMBEDMENT)
T' INT96ECTONE POST
CAP SEE SCHEDULE
Y' NTERSECTON POST
CAP SEE 5C E0.1E
- POST EASE
SEE SCEDLLE
POET COLUMN ANCHOR SCHEDULE (SMPSON)
F05T SINE Ri OMIDLED BASF- RECOMMENDED (AW
Ir CAP
Y' CAP
N - A ABW{A&MM AEHR WA UEA ALA
AG, LPR
LOIN
6. L A6THT, AEA6,A! N6T W* LCf4, ACA
A(A, tKW
LCU
/ - 6 AERI BID, LCEH, Ra
am, PCA "
LOA
0. 0 MIX FINDING. BOLTS
O. D CBA22 THROUGH R LT5
ACE, THROUGH MIS
ACM, TM07KH BITS
TIRITH HATS
I R]KH BOLTS
r OR EMALEIT
NOTES
.SEAM MOM
I USE SIPSOE 1-MAX FINS. a USP EQUIVALENT FOR POST CONNECTORS NITH
PERMANENT EXTERIOR D6Q5URE.
2. USE PRESSURE TREATED LU'BER WHEN HdCCO
Mi PERMANENTLY
EXPOSED TO THE
DAt ROMENT.
LLEVATIOV VIER
yIOR C
---
'
TIP PLATE
I 7/16' PLYWOOD OR 05B ONLT 3 j(E/_"L
/EN
OOBE TOP RATES
(RIME STUDS
AS RfQIIREO
—
HEADER )N�''
HEADEROM
NAf1BE �, ��
KIN COMMON
.. /.
MIN. NET .FADER
-
KMIS r acTN
./ /1
SAMPSON 1 6 . : �
T
IVA
ORLSTA15EQUIVALENT
O EO
y
BD HAONN NA7 s
Nt rQ SAS
SINGLE TOP RATE ABOVE SACK ST105. FASTEN TOP RATE TO
STUM
READER WIN END ROE, O W SINKERS IAIS AT r OC. TIP.
b
MIN MDFN-W FOR5MI6L F STRi STRUCTURE
5
MN NM,2r FOR USE N THE FR5T O TYU STORY STR CTWES
O
a
(SEE S24 FOR MI.TI STORY WIDTH) 8
6
m (OMEN NUIs P
i'L N KING I CRIPPLE
FOR PANE SPACE (F NEEDED), PAWL EDGES SMALL BE XW AND OCUR YITHN
2r O MID -NEW ONE RW O TIP SNATIIG TO FRANK, RAUG 15 RN IUMED IF 4
216 RDLKIG 6 USED, THE 2ATs MST BE OLEO TOATHFR HIM 3,Nd SINKERS. `
L
7•ADOT0STUDS ST 3
SOCK R 11017
SPP5OI HTTr V NNTs At DA MOOR NO, NSIALIED WYTPIN SET UR71T, y
PLATE
(r DIMIENT) (ALTEROT6RT, INSTALL SI PSON STNOO BEFORE CONCRETE FOUR)
PREY TREA
OR4MM FIE CAPKIT DEVICE. =_
BOTTOM RATE
Y
RIFIN M FINING PURR' (NI)
2 PORTAL DETAIL APPLIES TO ROT. SIDES O GNAI OPENING.
OUTSIDE VIEW
N5 DE VIEW
T �►
T r
GYP YFAt N4L
Ifi ' I TJp RTOIIATE
EVA
___—OGTALL 1,' DRYNNL
MM T WL5 P r OC.
BOTH SIDE O YNAI
FRVEO AT G' D.C.
INSTALL SI PSOI
TITEN ND' 1 6' BAT
DIY OC.
WPR09D SHEATHING MATERLU TOT
BE 16TALM BENEATH RTMNL
,ENE L NOTES
E FJ EERED DE5PN
1 TNE ETGEEERED OE5K,a1 THIS STRUCTURE IS MENDED TO MEET TIME
FRAMING ENGINEERED DESIFAE RMIRDiNTS BY THE 2021 INTERNATIONAL
RESIDEMAL CODE (IRC).
1.2 PER IRC R30!1.1 THE EXTENT O THE ENGINEERED DEW 'SHALL ONLY
DEMONSTRATE COMPLIANCE Of THESE NONCONVENTIONAL ELEMENTS NTH
OTHER APPLICABLE PROVISIONS AND 'DULL BE COMPATIBLE WITH THE
PERFORMANCE OF THE
CONVENTIONAL FRAMED SYSTEMS.'
13 ITEMS NOT COVERED ON THESE ORANMGS SMALL MAINTAIN STSCT
I•,CCOOMPMPP�L`IANC/E NTH THE 2021 INC.
J i ALO SNDSS % sTll � pE OR EOUNAL.T.
2] BOTTOM PLATES SHALL BE PRE55M TREATED 5OUTNERN YELLOW PIN.
2.3 TOP RATES, RAFTERS, AND J915T5 SHALL BE SOUTHERN YELLCN PNE K2
3 M1144 A Mp�ODULULUSSW131 EIlLlA�SITICCIITRY,�E•I,i00,000 pa UNLESS NOTED OTHERNISE
3.1 FMS �NE OREPfEES:511 THE P(TECNTINkTNE LATERAL BRACING YNKH
NEEDS TO BE INSTALLED TO COMPLY NTH SECTION R602.101 OF THE IRC.
THERE ARE AREAS MINCH DO NOT CONFORM TO THIS SECTION. ENGINEERED
SOLUTIONS AS SHOW ARE PROVIDED TO ENSURE ADEOJATE PERFORMANCE
NTH THE 57STEI
3.2 ALL STRUCTURAL PANEL SMEATHANG, LOCATED AS SHOW ON THE RAN,
SMALL BE 7/16' THICK PLYWOOD OR ONES PANELS SHALL BE SECURED TO
FRAMING NTN m COTMON5 SPACED AT r' O.C. AROUND THE EDGE AND 0'
OC. IN THE FIELD. VN.E55 NOTED OTHERNISE.
3.3 A 2. HORIZONTAL BLOCKING MEMBER 'S IALL BE INSTALLED AT ALL
HORIZONTAL JOINTS FOR STRUCTURAL PANEL HOOD SHEATHMS (W/2•NLD
COMM ON "1.5 AT EACH BNDJ� THE BRACING RAN AS SHOW ON TINS
SHEET SHALL BE REFERRED TO FOR THE BRACING LOCATIONS,
34 IF SIPSON 5TRONGYEALLS ARE TO BE USED, CONSIDERATION SMALL BE
GIVEN TO RACING THE ORDER KITH APPROPRIATE LEAD TIME (POSSIBLY AS
RICH AS 2 REEKS) AS ALL PRODUCTS MAY NOT BE N STOCK.
35 WNW DRILLING INTO THE SLAB FOR HOLD DONIS OR ANCHOR BOLTS, CARE
SHOULD BE TAKEN TO AVOID DAMAGE O P05T-TENSIONED CABLES.
3.6 ALL OTHER EXTERIOR NALL SNEATNING MAY BE OF ANT APPROVED MATERIAL
REFER TO MANUFACTURER FOR INSTALLATON INSTRUCTIONS,
3.7 M70D STRUCTURAL PANELS SMALL CONFORM TO DOC PS I OR CO[ PS 2 OR,
WHEN MANUKTURED N CANADA, C5A W37 OR C5A 05W ALL PANELS
SHALL BE IDENTIFIED BY A GRADE MAR OR CERTIFICATE OF INSPECTION
155UED BY AN APPROVED AGNKY.
3A WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON POMITHIO S1AM, WOOD
SOLE PLATES O BRACED HALL PANELS AT RESIDENTIAL INTERIORS ON
MONOLITHIC 51AB5 AND ALL WOOD 5EL RATES SMALL BE ANCHORED TO THE
FOLNAATON NITH ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ON CENTER
BATS 'SMALL BE AT LEAST V2 INCH N OW'ETER AND SMALL EXTEND A
MINIMUM OF 7 INCHES INTO CONCRETE. A NIT AND MA9NER SHALL BE
TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM O TWO
BOLTS PER RATE SECTION WITHE OBOLT LOCATED NOT MORE THAN O
RYHES OR LESS THAN UE SEVEN BOLT ODTERS FROM EACH END OF THE
PLATE SECTION. INTERIOR BEARIK. WALL SOLE PLATES ON MONOLITHIC SLAB
FCA„NDATION TINT ARE NOT PART Of A BRACED KALI PANEL PULL BE
POSITIVELY AW340RED NTH APPROVED FASTENERS.
I DTE. THE UYAT06' OM 6 FOR
ILLUSTRATIVE RNIWES ONLY NID MAY
DEFER FROM ACTUAL C"T06
NOTES: '
I, BRACING METHOD USED; HOOD STRUCTURAL PANEL (WSP) AS PER 2021 INK
R60210.2
TO 2 DETE5 MINIMUM AMOUNT OF SHEATHING NEEDED AT LOCATION FROM
R BOTTOM PLATE TO TOP ATE. SEE NOTE 4. EXTERIOR WALL BRACING F
RAILING PATTERNS.
I, G.-OF
3. ADD BLOCKING BETWEEN ALL STUDS AT SHEATHING JOINTS.
4 ALL HOLD DMMS ARE TO BE INSTALLED AS PER MAUFACTIIRER'S
SPECIFICATIONS.
5. ALTERNATIVE NOLD DOWN FOR WEAMALL5 (SI PSON SYNCING TIE 'STHDO' )
C5_W5P (CONTINUOUS SHEATHING-WIOOD STRUCTURAL PANEL)
REOVIRES ALL SURFACES FROM BOTTOM PLATE TO TOP RATE 14AVE SHEATHING
NAILED AT 0 O.C. OR UNLE56 an*j A5E NOTED.
PFIN (PORTAL FRAME MTN HOLD -DOH')
WISP (WOOD STRUCTURAL PANEL)
GP (GYPSUM BOARD)
P-nolO[l
ENGINEERING
P-deft EIIaYMIda& LLC
Abd pInlrgrily-0400y
MOIL IKIRIIIIL SrH TOO. W. ,1S ISM
RARAMAYMCP.R.IM167631.`WM UT5016
0E5c71441PORTS FU21"S"517
FILM
SPEC
BUILDER
V PATRICK GRAY
CUSTOM HOMES
ADDRESS
LOT:16 BLOCK:I
FERGU50N PLACE
3304 FERGUSON RO
GRAPEVINE, TEXAS
5/23/2025
DE SEA APPEARING ON T45 DMAIENT 145
41H RIED BY ROBERT E. KRIA. P.E. 89360
LATE: 05/6/2025
_KB NO SHEET
NT-250040 56.0 OF 10�
NOTES; ROOF BRACING
I. REFER TO SHEET 56.0 (LATERAL BRACING DETAILS) FOR
FRAMING GENERAL NOTES.
2. RAFTERS, RIDGES, HIPS AND VALLEYS SHALL BE 02
SOUTHERN PINE OR EQUAL.
3. RIDGE, HIP, VALLEY, AND PURLIN LOADS SHALL BE
DISTRIBUTED TO WALLS OR BEAM5 BELOW BY IT' BRACES
OF (2)2xV5. THE 'T' BRACES SHALL BE INSTALLED AT AN
ANGLE GREATER THAN 45 DEGREES WITH THE HORIZONTAL.
BRACE PURLIN5 AT 4-0' O.C.
4. RAFTER SPANS EXCEEDING 12'-0' WITH THE HORIZONTAL
SHALL BE BRACED WITH A 2x6 PURLIN
S. USE 24 RAFTERS 0 24' O.C. UNLESS NOTED OTHERWISE.
ALTERNATIVELY, USE THE SPAN CHARTS PROVIDED.
6. T-BRACE5 ARE TO BE BUILT IN ACCORDANCE W/ THE
T-BRACE CHART ON 56.1.
LEGEND:
SLRPoRT BRACE REOIARED FOR NIP,
VALLEY, OR RIDGE MISER AT THIS
LOCATION.
LOCATION OF OFFSET IADDERRG
MALL, BEAII,OR POST BELOW (MEN
APPLICABLE)
ROOF SUPPORT BRACE LOCATION
F OF BEAN BELOW. REFER TO
................ - N
I W. FRANING PION FOR SIZE
.. .. (Y ROOF RRLIN
R" RIDGE BEAM
OR RIDGE RATE
4-W CM ,' 1-IOd COT1W
MARS � � MACS
r ROOF RAFTER
I h, �•�•I Ij
71N
` 2N C0.LAR TIEs'S P 4D• O.C.
(LOCATE M UPPER i OF ROOF RAFTER)
TYPCAL COLLAR TIE
�COINECTION DETAIL
SCALE KTS. •^-4rd'.Pnc
SIMPSON STRONG -TIE
JOIST WANnAR SCUEDLILE
STANDARD
JOIST SIZE HANGER SIZE
JOIST SIZE
2x6 U26, LU26
(2)2x6
2x8 U26, LU2B
(2)2x8
2x10 U210
(2)2x10
2%12 U210
(2)2x12
LVL'S
JOIST SIZE
HANGER SIZE
(2) 1 3/4 IT IT 7/5 LVL's
HB3-56/II.BB
(2) 1 3/4 x 14 LVL's
HB3.56/14
(2) 1 3/4 x 16 LVL s
HB3.56/16
(2) 1 3/4 IT IB LVL 's
H83.56/I6
(2) 1 3/4 x 20 LVL's
i4B3.56/20
(2) 1 3/4 x 24 LVL's
HB3.56/24
HANGER SIZE JOIST SIZE MANGER SIZE
HUS26-2 (3)2x6
LUS26-3
HUS25-2 (3)2x8
LUS28-3
HUS210-2 (3)2x10
LUS210-3
HUS212-2 (3)2X12
LUS2I2-3
JOIST SIZE
HANGER SIZE
(3) 1 3/4 IT 11 7/B LVL's
(3) 1 3/4 IT 14 LVL's
Ln
(3) 1 3/4 x 16 LVL's
T
N
(3) 1 3/4 x IB LVL's
1p
(3) 1 3/4 IT 20 LVL's
V1
(3) 1 3/4 x 24 LVL's
=
MA)L IO02Xx1TAL LEG OF STO RACK
TO EACH CEILING JCST W(2,)B1
NAIL VFRTIUI LEG
CONONS
OF STOWJIAOL TO
RAFTER W(A)W
COTxMS
BLOCKING AS
REQARED�
CONTNUOS (2m4 OR
�(2)2s ST%NFBACK fL d
. 0' O.G.
CELING "STS
4.16d D
MILS.MI
MILS. <2 EACH SIDE)
CEILING JOIST PERPENDICULAR
SC ROOF RAFTERS w�Ms,�nc
SLOE N.T.S.
MIIUNUN DOUBLE ROOF _
RAFTER IExCEPT WA
TRH RAFTER
TRIPLE 2a OR
` -RAKERS RAFTERS J i
LARGER BEMI51
�CE_ING REAM CEIL04 BEAR
MRWR1 (4)M COT10N I
NAILS PER PLY 5y
-CEILING AST
i�� RAPIER TAILS .�RMTER TAKS--..-,
NAEER OE Raw RMTER
TALS TO IAATOI LAMER
Or R-M M aLM DEAM
WEAN 116d COAMR4 NALS DOUBLE -PLY CEILING BE 4LTERNAT.'/E OLUBLE-PLY TRIPLE -PLY CEILING
(2 EA6WE) gJPPORT CE LING BEAM SUPPORT BEAD SUPPORT
T-BRACE
UNBRACED LENGTH
FLANGE SIZE
UP TO 6'-0"
---
UP TO 10'-0'
2x4
UP TO 10-0'
2x4
UP TO 20'-0'
2x6
UP TO 20-0'
2x6
S
BRACES 0
4'-0' QC
P-g da�
ENGINEERING
P-bM4 EBaY4IADd, ELC
Abrli)y/Mrgrity-Qw#fy
6MN.ld6nLL4b30L WeLR ISM
4_00 C(KgN NALS YiE4AYUCP.0.8M 167631. IWn TA 75016
FRCS CEILING HOST OMM214M{0075 Fc21HI40577
TO RAFTER 7ea:NmRe).YAXr NnXn t4p':
MININLR —CDfINON NAILSAILS
PLAN
N2 EACH SIDE) SPEC
WEB SIZE OULLBR
2x4 I V PATRICK GRAY
2x4 7 CUSTOM HOMES
2x6 ADDRESS
2x6 IME MOTCJI IN LOT:16 BLOCK:I
ROOF RAFTER 5MAp
(2)2X6 NOT EXCEED e aF FERGUSON PLACE
III RAFTER OEML1 3304 FERGU50N RD
TYPICAL ROOD RAFTER GRAPEVINE, TEXAS
ATTACHMENT TO TOP PLATE
SCALE NT.S, wt wrlwL
PURLIN TO MATCH
IER 5RE
i-FLA
FLANGE
AWl WINE TO
NE8 Wxtl CRr1OI5
O4 O.C.
T-BRACE Iffi
HININLIN 4.160 COMMON
NAILS. (2 EACH SIDE)
5/23/2025
.O�ZE OF rFIl
�'�P.• •.kyll1
FROM CEIIY11 1Wi5 •• ••%**0
FROM CEILING J05T TO
RAFTER FOR VAULTED••••µ•h
CEIL'-K.5 CET OF — -nn• - .......... .........
RE SEAL APPEAR NG ON THS DOCUWNI LIS
ALIHOMIED By ROBERT E. XRIA, P.E. 89360
ROOF TYPICAL 'T' BRACE TYPICAL DETAIL 05/16/2025
4 JOIST DETAIL 5 ROOF PURLIN SUPPORT DETAIL 7 JDATE:T
AT VAULTED CEILINGE
SULENi.5SCALE NIS NT-250040 56.1 OF 10,