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RECEIVED: 9/26/2025
25-003659
1*2 Bapu Rd
INSTALL SOLAR PANELS
14,12 howi Rd.
I X
FCC Synalvic solal
AS() CaINK11 ("reek EVIL
Sube 350
Riclrard,,on. TX 75(),,S2
Dale� 2.')� 2o25
AL SIMON')
I he MvOng the ( Mnen N,1qum Residowe in Qviki Aw. I X:
Fxjqine irof Awnhim:
0mvennowl Kning is 20 al 24-ov. "Ah A W N"n iw 20 qvQW&M engirteawl mwd
tru�".) "11 24""o ': J his extunig stwwre is capahle to allm A the Mad, duo ive WOW hekvx
1 INK NY=
" A , f 4 '- id inxthda plus nhwung Ordanwa .0ps WX M
5psf gnmid ww", load
0-7psfroof inwrials ; 1.710 20. 1 JA sheatinlg. 15psf asphah shingWw
Exp(olve UnTegol'y ('' 11 �1111)h,
Rik (Aegal, 111
IM, hislauvorn dcAgn "M be U1 gwynd winvarance h, sw 'Ind
Will Oil OPjAMIC •WIS.A&K. Ond Lqllwwuwe� nXIM[ing Ow 201, K(', If U. 202" IRC
�eCliol-1 R�,,�24, �Imf TV 201 MW wyny urvis W I IncyclAwd by less dian 7, in avews of Mtv panc!
ALL C YANG! SMUST BE APTRnAT
Johil Flh,�,,rt
Opevww',�
am,
NUVOLAS A, NK
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AW AA y -
F.A?4 19754
9 21 202 1�
Nmn. PE,
lvenhynt
Wood Beam
—11—C;1 KW-O&-)12910 BuM.2023.0601
DESCRIPTION: 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
Project Title: Vasquez Residence
Engineer: 1402 Bayou Rd. Grapevine. TX
Project ID:
Project Descr:
Project File: structural caIcs.ec6
WesiShore - Design Engineers P C. (c) ENEZ—Al-C INN 1983-2C�23
Analysis Method . Allowable Stress Design Fb +
Load Combination IBC 2021 Fb -
Fc - Phi
Wood Species , Spruce -Pine -Fir Fc - Pero
Wood Grade No. VNo. 2 Fv
Ft
Beam Bracing Beam is Fully Braced against late rat-torstonal buckling
ERO;) 15), Dili)
2x6
Span = 10 Oft
875 psi E : klodulus of Elasticity
875 psi Ebend- xx 1400ksi
115opsi Erninbend - xx 510ksi
425 psi
135 psi
450 psi Density 26,22pcf
Repetitive Member Stress Increase
... ........
Applied Loads
Beam self weight NOT internally calculated and added
Uniform Load: D = 0.00750, Lr = 0,020
ksf, Tributary Width
= 2.0 ft, (Roof + Panels)
DESIGN SUMMARY
Maximum Bending Stress Ratio
O.667: 1
Maximum Shear Stress Ratio
6L270: 1
Section used for this span
2x6
Section used for this span
2x6
fb Actual
1,090.91 psi
fv Actual
45.62 psi
F'b
I .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
0.000 it
Span # where maximum occurs =
Span 9 1
Span # where maximum occurs
spat) 9 1
Maximum Deflection
Max Downward Transient Deflection
0,311 in Ratio =
>=360 Span 1 Lr Only
klax Upward Transient Deflection
0 in Ratio=
<360 n.a
Max Downward Total Deflection
0,428 in Ratio=
— 180 Span I +D+Lr
Max Upward Total Deflection
0 in Ratio =
<180 era
Maximum Forces & Stresses for Load Combinations
oad Combination Max Stress Ratios
hlorneEif Va�;.iei`
vafuc-s
SegmentLength Span # M V CD
CM C, CLx
CF CfU C I Cr M ft,
F',)
D Only
0 0
Length = 10.0 ft 1 0,253 0-102 0.90
100 100 1.00
1 300 1.00 1-00 1-15 019 207 5 1
4 121
+D+Lr
1.00 1.00 1.00
1.300 1,00 1.00 1-15
Length = 10.0 ft 1 0.667 0.270 1.25
1 00 1.00 1.00
1,300 1.00 1-00 1,15 0.69
+D+0-750Lr
1.00 1-00 1.00
1300 100 1-00 1A5
Length = 10.0 it 1 0.546 0.221 1,25
IM 100 1.00
1,300 1+00 1.00 1,15 0.56
+0,60D
IM 1.00 1+00
1,300 1 M 100 115
Length = 10.0 ft 1 0 085 0M5 1 M
1.00 100 1+00
1,300 1+00 1-00 115 011
Project Title: Vasquez residence
Engineer: 1402 Bayou Rd. Grapevine. TX
Project ID:
Project Descr:
...............
Wood Beam Project File: structural calcs.ec6
LfC KW-O&-)12910 Buid.20 23.06 J1 WeslShore Design Engineers P C. (c) ENER-ALC ING 1983-2G23
DESCRIPTION: 2x6 at 24"o.c. 10' span
Overall Maximum Deflections
Load Combination Span
+p+Lr 1
Vertical Reactions
Load Combination
Max Upward from all Laud Conditions
Max Upward from Load Combinations
Max Upward from Load Gases
D Only
+D+Lr
+t3+O 750Lr
+0 60D
Lr Only
Max. "-" DO Location in Span Load Combination
04275 5.036
Support notation . Far left is �,1
Support 9 Support 2
0 275
0,27
Q.275
0.275
0200
0200
0275
0 275
0,225
0225
0 045
0 445
[Aax "+" Deft Location in Span
Values in KIPS
APPLICABLE CODES
202-10 NATIONAL ELECT RIG!',L CC DE iNECI
2021 !NTFRN,'�O IONA[ FIRE C,0DE
2021 INTFRINIADONAL BUILDING, ",",ODE (IBC,�
2021 iNTERNA! !0NAL RESIDt-NTIAL CODE IRC
L L C A' F -5 R Q, I'& R E
PLANS,
MET ER
It' VERIER
GROLIND
SYMBOLS
BREAKER
FiJISF
CONEAW HUNT
F
SVVIIGH WIRELESS
VICINITY MAP
CONSTRUCTION NO'FES
SYSTEIVI INFORMATION
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SCOPE OF WORK
IN S TALL A I", N X)N'-S, FS ( 4' 1 SOLAH
JMil F, i S 11 - t!',, Ul-,' `vI CIE) 0 LE S, 1,1 F,-- N PHASE
F�N�H,Wl fNf: j24,f-','j AND ',L- A` ED
L -Ecl I KICAL MiLl ERINI'-> (IF' AN[) SAFETY
E�A.11P�IEVI
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ALL EQ--UPMENT t,'VILL BF '\'STAL-F[l! f,tt, BY
APP;,11 'ABLE CODE',i AND ; 0P,L UT fli-ITY
REC)IJHREM[ENT.3
EXISTING BUILDING INFORMATION
'31MIV1 UN'F FYFIE- NE81DENI IAL BIJILDIN,",
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PROJECT INFORMATION
NAN'l
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COMP SHINGLE
FOIIIP:ANI
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'TO BE INSIALLED
EXISIIN(,'�
COORDINATES
32.9546. -97.0710
AZIMUTH AND SLOPE
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DOEAC, i.f-vV) F�GURES
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POST -INSTALLATION
PRE -INSTALLATION
NO SC ALE APPLIED
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NATI(MAL ELECJRK'AL ('ODE, IN 11 F,NAll IONAL FIRE
CODE' 11, OSHA STANOARD 1911145. ANSI Z5Tj
11 MATERAL BASED ON TAL
RE(MAREMENTS OF THE AUTH(ATTY
HAVING JURISDI(;MON-
mom 4
1 _1 t AbELS I") RE OF S U P P: 1 C' , I E N T DU RABI L I I Y T
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AND [-'ERr!lAiN'UNIL ''Y'<'k(`t'IXE-.).
Ao
1 5 ALEM M WORDS TO BE MOR CODED,
DANGUZ WILL HAVE RED BA(;KGROUNr,.): VVARNIN(,
cl
VVUL HAVE ORANGE: RAk,KGROUND: (:XUTION "MLL
HAVE YELLOV1j" BACK(A- OHND_ [ANSI 53!>j
ESID: 10443720002135,900
Meier# 150 082 26*11
SYSTEM CAS CS
AC RUN (FROM THE MICRO-IINVERTER TO HE COMBINER)
10 AWG TWAIN-2 (HIGH TEMPERATURE DERATE)
40 AMPS @ 90"C'TABI-E FOR CONNECTION TO AC PANEL
444-C HIGH TEMPERATURE FOR DAH-AS, TEXAS
44.4VC HIGH TEMP :z:,87 DERATE F"ACTOR [PER NEC TABLE 310,15]
.80 ADJUST FACTOR 'PER NEC, TABLE 310.151
L
40 AMPS ' 87 ' 80 = 27.84 AMPS
AC RUN (FROM THE COMBINER TO MAIN PANEI.-)
10 AkA/G THVVN-2 iHIGH TENIPERATURE DERATE)
40 AMPS (e_b, 90--�C TABLE FOR CONNECTION TO AC PANEL
44,4'C HIGH TEMPERATURE FOR DALLAS,'TEXAS
44.4 C HIGH TFMP� :� �87 DERATE FACTOR [PER NEC TABLE 310.151
40 AMPS ' 87=-- 34.8 AMPS
AC AMPACI'TY
WIRE IS RATFD FOR 34,8 AMPS, WITH A 30A BRf:AKER
ARK
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IQ8 and IQ8+ Microinverters
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ENPHASE
IQ Combiner 5/5C
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4:
5
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IQ Combiner 5/5C
X
P11;t 24i 24
1- -j
OMows
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PEGASUS
m
O'n." :ur 'A'I,t� '�iE 1� 7
Cfis<z A Fire Ratinci
X g ri"
Intogratqd
Roof Mount System
PE Ce,Irtffi,J
De,�ic
20 Wir Warranty
X;Ile Aa-;
In
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cr',..mMnp hl,,l T 5--,4 .,t, Lu-�m
f
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INC.
Foil 'Ni,x li: it
6 x ox 4 Junr ti on Box,
'd
PROJECT AiFORMATION
AH iTY OF
Eall;,, owly y SOtx m JO A
'>4C V. NEMA » Rainproof PaiiiZed qalvanvzed sZe�,� Two-pok,
T,o-,wo
m
1
2
4
5
7
8
10
11
13
14
STRING |
STRING 2 |
SITE -SPECIFICS AFM PLAN CHECKLIST
Abbr.
w ,v t r ri5rl. e, 'i lnI
V'—
cA
f-'old 17.11 ::Ufw jround —'Lp'l'
411"
Dai I v v - ath (,r, r ro r,-- -za e & F P P r-w- an tj r
A(f if jt
d, v v bri,fimg e
h c I v i t th 1�re g i i av d d a -e
c; e: or pk--� tiat a s.loni?e th an or� dz� v. coj-- y,-t 3
o,6-1 ng, at Mt, of -ach .1" "JA 14- a I vh t rc
VOL,
4A� ff�i
01- OF 101r; I
CH f",
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