HomeMy WebLinkAboutSFRA2026-004745... I I ....... .............
RECEIVED IM12025
25-004745
560 DOVE CREEK PLACE
INSTALL SOLAR PANELS ON ROOF
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2280 ( WipbAl rcck 11M.
rude 35)
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Date Dvc(nmher 11, 2025
RA: 2920141
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Project Title: Gooch Residence
Engineer: 560 Dove Creek Pl, Grapevine, TX
Project ID -
Project Descr:
Wood Beam
Project File, structural calcs,ec6
LJG# : KIN-060129!U F3uild 20 23 05 01 WestShore Design Engineers, P C;
(c) ENERi!5A-LC INC i983-2023
DESCRIP*nON: 2x6 at 24"o,c. 10' span
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Analysis Method Allowable Stress Design
Fb +
875 psi
E. t.46dulus of Elasticity
Load Combination IBC 2021
Fb -
875 psi
Ebend-xx 1400ksi
Fc - Pull
1150pst
Eminbend - xx 510ksi
Wood Species Spruce -Pine -Fir
Fe - Perp,
425 psi
Wood Grade No IiNo- 2
Fv
135 psi
Ft
450 psi
Density 26 22pcf
Beam Bracing Beam is Fully Braced against lateral -torsional buckling
Repetitive klember Stress Increase
2x6
. .........
Span= 10 Oft
Applied Loads 1 U.11! ''VM
Beam self weight NOT internally calculated and added
Uniform Load - D = 0.00750. Lr = 0.020
ksf, Tributary Width
= 2.O ft, (Roof + Panels)
DESIGN SUMMARY
Maximum Bending Stress Ratio
0,667. 1
Maximum Shear Stress Ratio
1
Section used for this span
2x6
Section used for this span
2x6
fb, Actual
1,090.91 psi
Iv Actual
45.62 psi
Pb
1,635.16psi
F'v
168.75 psi
Load Combination
+D+Lr
Load Combination
+D+Lr
Location of maximum on span
5.000ft
Location of maximum on span
0 000ft
Span # where maximum occurs
Span it I
Span # where maximum occurs
Span # I
Maximum Deflection
Max Downward Transient Deflection
0. 311 in Ratio =
>=360 Span I Lr Only
Max Upward Transient Deflection
0 in Ratio =
<360 Wa
Max Downward Total Deflection
0.428 in Ratio =
Spam 1 +D+Lr
Max Upward Total Deflection
0 in Ratio=
<180 rVa
Maximum Forces & Stresses for Load Combinations
Load Combination max 6tress Ratios
moment values
linear values
Segment Length Span 4 N1 v CD
CM Ct CLx
C C -
CF CluJ r- M fb
F'b
v fV Fv
D Only
0,0
0.00 00 00
Length = I O0 It 1 0,253 0102 0,90
1,00 1.00 100
1 300 1,00 1.00 1.15 019 297.5
1,1773
007 12.4 121.5
+D+Lr
1.00 1M 100
1,300 1,00 1,00 1,15
00
000 00 00
Length = 100 It 1 0 667 0.270 1 25
1,00 1.00 I
1300 1.00 1,00 1.15 069 1,090.9
1,635 2
025 45.6 1688
+13+01501-ir
100 100 100
1.300 100 1,00 1.15
0.0
000 0-0 00
Length = 100 It 1 0 546 0.221 1,25
1.00 100 IM
1,300 1.00 1,00 1,15 056 892.6
1,635 2
0.21 373 1688
+0 60D
1.00 I 100
1300 1,00 1,00 1.15
00
000 0-0 00
Length = 100 ft 1 0 085 0035 160
100 100 100
1.300 1.00 1.00 1.15 0.11 178.5
2,0930
004 7.5 2160
Project Title: Gooch Residence
Engineer: 560 Dove Creek Pl, Grapevine, TX
Project IC):
Project Descr:
Wood Beam
LJG# : KIN-06012M RuOd 20 23 05 01 WestShore Design Engineers, P C;
DESCRIP*nON: 2x6 at 24"o,c. 10' span
Overall Maximum Deflections
Load Combination Span
+D+Lr
Vertical Reactions
Load Combination
Max Upward from all Load Conditions
Max Upward from Load Combinations
Max Upward from Load Cases
D Only
+D+Lr
+D+0,750Lr
+0,60D
Lr Only
Max. "-" Deli Location in Span Load Combination
0.4275 5,036
Support notation: Far left is #I
Support I Support 2
0,275
0275
0275
0.275
0.200
0,200
0.075
0075
0.275
&275
0225
0.225
0045
0.045
0200
0.200
Project File, structural caacs,eciB
(c) ENM5A[?� !W� i983-2023
Max "+" Dell Location in Span
00000 0000
Values in KIPS
15 4, -REM, vfflx 0"RUMV j
A, Nt R lA.
�nb
i C11 J:, T15;
APPLICABLE CODES
1.0120 NATIONAL ELECTRICAL CODE (NEC')
2021 INTERNATIONAL FIRE CODE f!F(,,!
2021 INTERNATIONAL, BUILDIN6 CODE
2021 INTERNATIONAL RESIDENTIAL CODE ;(RC:.}
Ml METER
INVERTER
GROUND
. . &0JITCH
SW-ABOLS
. . FUSE
(CONDUIT RUN
WIRELESS
VICINITY MAP
SYSTEM INFORMATION
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SCOPE OF WORK
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ALL EOIJiPMENT V%!1IL BE NSTALLED AS REQUIRED fBY
AIIJ: CITY(,)- GRAPE1,141E
APPLICABLE CODES AND LOCAL UTILiT,` .APANY
ARV,
REQUIREMENT",
PRI)JECIT4, D)'I+?l,,IffiDj`l-
EXISTING BUILDING INFORMATION
STRUCITLIPE YP RESIDE% IAL C.CCUP.-ED R-U rLDING
fi0,')F;7RAMlNC- 2'k�"FRAN9ING, 24'0C
R00( TYPE: (:O'lTP SHINGLE
AHJ SIGNATURE AND DATE
CONSTRUCTION NOTES
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COVER SHEET
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COMP SHINGLE
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COORDINATES
32-9464, -97.0943
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TAG
DESCRIPTION
COMPONENT
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-'I R;N'5q Sul -AR PV W OWIS A SWE',3
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CAUTION!
T �R:-ES PO�A�ER UTILIP' -0,
1, 1 LABELING REQUIRENI-ENTS EASED ON THE )02; "
I NATIONAL ELECT RIB AL CODE, INTERNATIONAL FIRE
CODE IOSHA STANDARD 1 9 111 ANSI Z535
I.2 tvl A' ' MRIAL BASED ON THE
REQUIREEMENTS OF THE AUTHORITE
HAVING JURISDICTION,
1..3 LABELS TO BE OF SUFFICIENT DURABILITY TI),
WiTKSTAND THE ENVIRONMIENT INVOLVED.
IA LABEi S Ti`) BE A MININIL40 LETTER HEI(',H'T OF 3F8
AND PE14,41ANENTLY AFFIXED,
I .5ALER"TING WORDS' TO BE L,()LOR ("ODED,
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SYSTEM CALCS
AC RUN (FROM THE MICROINVERTER TO THE COMBINER)
10 AA/G THWN-2 (HIGH TEMPERATURE DERATE)
40 AMPS@J, 90'C TABLE FOR CONNECTION TO AC PANEL
44A`G HIGH TEMPERATURE FOR DAL LAS. TEXAS
44*C HIGH TEI'v1P. = .87 DERATE FACTOR [PER NEC TABLE 310,15]
.80 ADJUST FACTOR [PER NEC TABLE 310.15]
40 AMPS ' .87 , .80 = 27,84 AMPS
AC RUN (FROM THE COMBINER TO MAIN PANEL)
6 A\NG THWN-2 (HIGH TEMPERATURE DERATE)
75 AMPS @ 90C TABLE FOR CONNECTION TO AC PANEL
44,41C HIGH TEMPERATURE FOR DALLAS, TEXAS
44,4'C HIGH TEMP, =,87 DERATE FACTOR [PER NEC TABLE 310.15]
75 AMPS ",87 - 65,25 AMPS
WIRE IS RATED FOR 65,25 AMPS, WITH 50A FUSES
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City of GrapevinePermit
r
PC Box 95104
Project # 25-004744
Grapevine, Texas 76099
817) 410-3166
Project Description: Christopher Gooch -installing a PV
interactive solar system roof mounted'
Issued on: 01/19/2026 at 12:07 P
,.'
ADDRESS
INSPECTIONS
560 Dove Creek PI.
1 •MISC. Electrical Inspection
5. Electrical Underground
Grapevine, TX 76051
2. Electrical T-Pole
6. Belly Steel & Bonding
LEGAL
3. Electrical Rough
7. Deck Steel Bonding
Dove Creek Phase 3
4. Electrical Service
8. Electrical Final
Subdivision Blk 2 Lot 6
S
INFORMATION FIELDS
PERMIT HOLDER
"*APPLICANT NAME (Individual)
Osama Elashi
saa Elashi
SYNAPTIC SOLAR LLC
"APPLICANT PHONE NUMBER
972-643-8655
(972) 643-8655
VALUATION
21546
Square Footage
598•
COLLABORATORS
DOCUMENTS - MISC 01
BUILDING PERMIT APP.pdf
Osama Elashi
SYNAPTIC SOLAR
DOCUMENTS - MISC 02
25120141 - Gooch Letter.pdf
LLC
(972) 643-8655
FEE
TOTAL PAID
Electrical Miscellaneous Fee
$37.00 $37.00 $37.00
OWNERS
• Douglas Wynn
TOTALS
$37.00 $ 37.00 $ 0.00
I 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 BUILDINGPA i IN
COMPLIANCEOF -A-EVINE CODES REGULATING
CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT
DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR
ORDINANCE OF OF GRAPEVINE.I FURTHER CERTIFY THAT ALL r.REQUIRED TO COMPLY
, OR LOCAL LAW REGARDINGENERGYi - i PERFORMED ACCORDANCE WITH THOSE
VERIFICATIONLAWS, AND THAT OF +► sCOMPLIANCE
SUBMITTED TO THE CITY UPONREQUEST
January 19, 2026
Signature Date
Page 1/2
MYGOV.US 25-004744, 01/19/2026 at 12:07 PM Issued by: Amanda Robeson
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•t # 25-004744
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NOTES
4 HOUR INSPECTION
METRO (17) 410-010, CUT OFF TIME A.M. INSPECTION 17:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 1 :30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THISOFFICE.
i • • •: •.• i • i! iw •'� + • is
Page 2/2
Amanda Robeson