HomeMy WebLinkAboutSFRA2025-004378RECEIVED: 11/20/2025
DATE OF ISSUANCE:
25-004378
330 N DOVE RD
T X -,A PERMIT #:
INSTALL ALL SOLAR PANELS
BUILDING PERMIT APPLICATION
JOB ADDRESS: 330 Dove Rd, Grapevine, TX 76051 SUITE #
LOT: 5 BLOCK: 1 SUBDIVISION. DOVE POINTE
BUILDING CONTRACTOR (company name): Freedom Solar Power
CURRENT MAILING ADDRESS: 4801 Freidrich Lane, Suite 100
CITY/STATE/ZIP: Austin, Texas 78744 PH: # 512-815-2949 Fax #
PROPERTY OWNER- Eric Shaw
CURRENT MAILING ADDRESS: 330 Dove Rd,
CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 2149265092
PROJECT VALUE: $27479.00 FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED? ELECTRIC X PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: Installation of a 10.44kW roof mounted PV Solar system
Total Square Footage under roof: Square Footage of alteration/addition:
X1 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)
L3 I 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)
Ll I 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)
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 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 FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Adrian Buck SIGNATURE
PHONE #: 512-815-2949 EMAIL: permitting@freedomsolarpower.
CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION -DEPARTMENT
Construction T�jLe�_ Permit Valuation: $ Setbacks Amiroval to Issue
Occupancy Group: Fire S rinkler: YES NO Front: Electrical
I -;'�
Division: 3 Buildin,',-De th: Left: I Plumbing
i Zonino: Buildin-,, Width: Rear: I Mechanical
3
Occupanc} Load: Ri-ht:
tanPeviwAval: �7-dermit Fee:
Se an Approval: Date: Plan Review Fee:
Fire Department: Date: Lot Drainage Fee:
I Public Works Del,, ent: Date: Sewer Availability Rate:
Health Dell ment: Date: Water Availability Rate:
Approved for Pen -nit: Date: I Total Fees:
Lot Drainage Submitted: Approved: Total Amount Due:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 0:FORMDSPERMITAPPLICATIONS 1/02-R.V.l 1/04,5106,?JO7,11/09,4/11
r r - � • � r ,- i � ,
PO Box 95104 Alteration
Grapevine, Texas 76099
817) 410-3166 Project 7
i
ProjectDescription: Installation of a 10.44kW roof mounted
PV solar system [ELECTRONIC REVIEW]
Issued on: 12/16/2025 at 4:52 P
ADDRESS
1 N Dove '"a
• .i
LEGAL
Dove Pointe Blk 1 Lot 5
S
PERMIT HOLDER
Adrian Buck
COLLABORATORS
Adrian
Freedom SolarPower
'4-
i
INSPECTIONS
—APPLICANT NAME (Individual)
"APPLICANT PHONE NUMBER
APPLICANT E-MAIL
VALUATION
Square Footage
• CONSTRUCTION TYPE
* OCCUPANCY GROUP
DOCUMENTS - MISC 01
DOCUMENTS - MISC 02
DOCUMENTS - MISC 03
ZONING DISTRICT
APPROVED TO ISSUE ELECTRIC
0
Adrian Buck
5126956204
77.0
505
VB
R-3
Eric Shaw BUILDING PERMIT APP.pdf
Eric Shaw Design Packet.pdf
Eric Shaw PE Letter.pdf
-5.0
YES
FEE TOTAL PAID
Building Permit Fee, (150.00 $ 150.00 $ 150.00 $ 150.00
Flat Fee) Simple Alteration
TOTALS $150.00 $150.00 $ 0.00
READ AND SIGN
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_ Page 1/2
MYGOV.US 25-004378, 12/16/2025 at 4:52 PM Issued by: Amanda Robeson
ANCY(S).
i
Signature
City of Grapevine Building- Residential Alteration
Project # 25-00437
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
"ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS.
3) Project address must be clearly posted at the job site.
NOTES
> 24 HOUR INSPECTION
ET (817) 410-301, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P M.
INSPECTION IS 12:0 P.M.
> PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IL IN THISOFFICE.
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--- Page 2/2
MYGOV.us 25-004378, 12/16/2025 at 4:52 PM issued by: Amanda Robeson
SCOPE OF WORK
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EQUIPMENT SUMMARY
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PROJECT LOCATION
VICINITY MAP
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330 N Dove Rd
Grapevine, TX 76051,
United States
6
RECEIVED: 11/2012025
25-004378
330 N DOVE RD
INSTALL SOLAR PANELS
m m an m
FREEDOM
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2evwwed and approved
I Rkhard-Pardel, P E, -
TX Lic. No, -PE 142628 -
Firm F°24051
11/05/2025
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(2)PEGASUS RAIL SYSTEM 'Z"
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FOR RAIL AND CLAMP LOCATIONS
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CONSTRUCTION NOTES
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approved
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Firm F-24051
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�',........- (F)ASPHALTSHINGLE TXLicF',No<.,FE042628
ROOF Firm -24051
11/05l2025
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NOTE NOT ALL LABELS MAY BE APPLICABLE
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REQ'D BY: NEC 690 13 (B)
REQ'D BY: 705,12(B)(3)(3)
REQ'D BY: NEC 690 13(By 690,54
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APPLY TO.
APPLY TO:
APPLY TO:
PV DISCONNECT
SOLAR LOAD CENTER
PV DISCONNECT
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REQ'D BY: NEC 705,12(C)
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APPLY TO-
MAIN SERVICE PANEL
APPLY TO:
PV SYSTEM BREAKER
CONDUIT EVERY 10 FT
('ONLY REQUIRED FOR RACEWAYS
WITH PV DC CIRCUITS)
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
fig
REQ'D BY: 705,10'
I.
APPLY TO'
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MAIN DISTRIBUTION PANEL
(-ONLY REQUIRED IF PV SYSTEM
DISCONNECT IS NOT GROUPED
WITH MAIN SERVICE DISCONNECT)
REQ'D BY: FREEDOM SOLAR ---- -
SEE SHEET PV-6 FOR SITE
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SPECIFIC LABEL
APPLY TO --------
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MAIN DISTRIBUTION PANEL
REOT) BY: NEC 690,56(C)(2)
APPLY TO: El
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Reviewed and approved
Pinhard Pantp.l RF
TX Lic, No PF 142628
Ffrtn'F-241051
11/05,12025
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CAUTION:
MULTIPLE SOURCES OF POWER
LOCATION OF EACH POWER SOURCE
DISCONNECTING MEANS SHOWN BELOW
QUESTIONS, CALL:
800-504-2337
www.freedomsolarpower,com
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FREECK:YM
SOLAR POWER
330 NOR[ H 0OW-IWAD
PROJECT ID119112
I
Reviewed and approved
- - Ricliard-Pantel-RE-1
TX Lic- No- RE 142628
Ffmir'P-74051
11/05/2025
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POINT, AND ANY OTHER HAZARD.
HARD HAT IS REQUIRED AT ALL TIMES IN CAZ
SAFETY SYMBOL KEY
CAZ
L LADDER
FREEDOW
M! METER
POWER LINES
�W RESTRAINT ANCHOR
ARREST ANCHOR
Reviewed and approved
--ffictiard-Pantel-RE-
TX Lic, No PF 142628
CONDUCT SAFETY MEETING WITH ALL CREW
FfrtnF-24051
11/05,12025
MEMBERS ON SITE AT THE BEGINNING OF EACH JOB.
USE SIGN IN SHEET BELOW.
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PSperwlFeattues,t;,-!ei ;i�hj6-,d
Too XWn by wil
Ampmae RAnT 1 WA
Box Ste: P,
sm MMMM cWy-,f
EmAsme: NWA 1,
EmWwm MMda N"I:
F"d TpY OvOwN,
MaM CWmR Bmaker c I i
N=Mr Of CWWv 12
Nmbw 0 WUY 1 wn m,
Phasw �xhfp pnm
Wac A"W I you/
YVIC S40 AV&-
SuppaMng documenW
Eation general duty cartridge
fuse safety switch
DG222NRB
UM fi;, 1131-1-11,2
Dimensions:
ti Height: 14 07 IN
Lee(pth: I I ' .15 IN
Width, If i IN
Weight:10, LEI
Notes: Ml->m? ii, i !I!) ous vdi(-l; itwi
Warranties:
(if flt% Pmduct of
i'il; mci,116 thudale of
-:1 ills fill;
Type: 6;en-rai duty
Amperage Rating: (;M
Enclosure: NEMA 'q,
Enclosure Motterlal: llimtlj lyi v,im,,,d
Fuse Class Pfovisiom Ck,sH
Fuse Configuration: Fosibk- vi!th
Numboq 01 Poles: Two p,,,Ict
Number' OfWires: P)reie 'Ipg,
Product Category: Gt.!Wi,il mll,;
Voltage Rafifwq: 24iA'
Supporting flocunlenls:
Certifications:
. U5 I v_t,,d
Pfoduct comphaimo: N,) Dato
Eaton general duty non -fusible
safety switch
OG222URB
U P C: 7 8 '-' 11 ", 14 2'3 -',j
Dinielvsiom,:
Height: IN
Length: i IN
Width: P, F�9 IN
1-8
0,1TF,iM I� Url;p,]: ;I 1w101a, kit
6,�lbnq Difljcv
Ulu dlllt=_ Of WIJMI�,ttcm vt ff�o- prollud 0;
,Il'142i?rl i— i loontil" "mill tho,-jakj ,1 Ihu F-1":tll"!
Specifications:
Type: sit l,-ik-I! i,nv.,
Amperage Refing: 6*JA
Enclosure: Ni-NIA 3R,
Enclosm e Matot ial: Psif,fi'u niilvini.le'cl
Fuse Configuration,
Numbpt Of Poles:
Numbef Of Wtres�
product Category: outy ,ot-,tv smti:h
Voltage Ratiiiq: 240V
Supporting ducume"W
UL I i'arod
Product compliance: NI) Poti
42
Ik
Ik
RI,
P3;W,
UL Listed
Marine Listed
UL File # E205935 (QCUP)
UL Control # 92CM
Material is Rigid PVC
------ I Id 132 cu in Volume (2163 cu cm)
Screws are Zinc Plated Steel
Gasket is neoprene
Junction Box 6 x 6 x 4
Rs' 6 H 10- 15133710
Tesla Solar Inverter
Electrical Specifications:
Model Number
W8000--y
Output (AC)
Output (AC)
3 S kW
E, kW
5.7 ✓,W
16 wVV
Nominal Power
3.-00 W
5,000 W
ii.tOO W
11,600 t1v
Maximum Apparent Power
3A40 VA
5 040 VA
ROOO VA
7h8O VA
Maximum Continuous Current
'6 A
21 A
P a ".
32 A
Bi-oaker (Overcur,ynt Protection)
2.0 A
30 A
30 A
40 A
Nominal Power Factor
1 - 0,9 "ie"(!
^.q.; isag,oq
THD (at Nominal Power)
"S"',
Electrical Specifications: MPPT
4
Input (DC) Input Connectors per MPPT
1,2-2
Maximum input voltage
600 VDC
Dc Input Voltage Range
60 - 550 VDr,
DC MPPT Voltage Range
60 - 480 VDC!
Maximum current per MPPT 0_)
it
M,1ximum Short Circuit Current per
7 Ai
MPPT <1_)
D'i lr-x
1r, to I 1c, Ilopt t"'
Performance
Specifications
May 12, 2023
Peak Efficiency
CEC Efficiency
Allowable DUAC Ratio
Customer Interface
Internet Connectivity
Revenue Grade Mete,
AC Rereote metering Support
Protectmns
Supported Grid Types
Warranty
986t ,, a- 2.10, V
98.0q,, or '-140 V
lci;3,i Mobiti App
Wi-F C2 -' Gilt, 80211
il-TE/AG)'
W,,F� (2A GHZ, 602.1' to ol!n), P$-485
4lr, l.di! cacur
"APO), Rapic; sh"tdoor"
60 Hz, 240 V Su:ir PrIcSt,
12.5 'oo'rs
r tv t to ill�t lo-'. oL er„tc- �e v":c + -d s,q- nn,ryti,
Mechanical Specifications Dimenstoos 660 rem e 41: nun (26 it e 16 i,1 x 6 ",
min
411 'nn�
Weight 52 1W
Mounting Options Wall mo—t
'D -- O'd bl—v� -- be —,c-o to, a r--rr— — srt �37
Environmental Specifications Operating Temperature
-?O-c cl 45 c i-22 5 to 113 P1
Operating Humidity (RH)
Up to cond,,—s—)
Storage Temperature
-3W C to 10"(. (-22 = to 1;'o F)
Maximum Elevation
3000 m "9843 ft)
Environment
,,donor s,�d o,.td.o, rateo
Enclosure Rating
rypk' 3R
Ingress paling
P65 'Wt';ng
Pollution Rating
PD2 for poler E!Iactlonj's "'^.d :-m;nal W"!'Q
c,,,npo,t—nt, P03 'or sil other c.mpor— T�
Operating Noise r, I Or
I 4C db,A) 1 50 db(A; ma--,
240 il "i "t
Compliance Information Grid Certifications
UL 1741, UL '741 SA, UL 1741' 5B. J". 1741 PCs,
:EEF 1547-2018. IEEE ;54711
Safety Certifications
UL 1741 PvpSS. Ulf, !6998 UL 199a (US) il- 3741
Emissions
EN H1000-C-3 ;Pos,cont-ai), FCC -17CFR:v.'09 (a)
Solar Shutdown Device Technical Specifications
P
Electrical Model vcl.i MCI-2
Specifications Nominal Input OC Current Rating (1,,) �2 A 13 A
Maximum Input Short Circuit Current (I_) 1 17 A
Maximum System. Voltage <PVHCS) 600 V DC 1000 V Dc
ml—!'*..' Si,!— 'irfltt—, ,- : 1'r;4ul or T.,!o-, '1:1, 11'--,--1' , c00 L, 11",
RSD Module Maximum Nurnaer of Devices pet String
Performance Control
Passive State
Maximum Power Corooirnptlon
Warranty
Environmental Operating Temperature
Specifications
Storage, Temperature
Ericlosum Rating
Mechanical Electrical connections
Specifications Housing
Dimensions
Weight
Mounting options
Compliance Certifications
Information
RED initiation Method
UL 3741 PV Hazard Control (and PVRSA) Compatibility
5 5
P.Ier L-no, CICItation Pov,o,
rior,aiij, Open Noon stly Open W 7 W
25 Vt�m' 29 's
40'C in 501C -45 C to 70'C
(-401 F to 122 F) -.9'F to 158 i7)
-30,C to 70'C -30'C to 70'C
(-J21- to 158 F (-22 r to IS$
NFMA4X NEMA 4X,iP65
MC4 Connector
MC4 <"annt; clot
plast'r
P sr!c
725 '50 x 22 tT111
173 45 22,1�-
(5 x; ri)
1'6. 8 18 , m'
3,,f) q "0'77 lc"
1e!o 9 (0'6 Is)
ZEP Hoot (Run Ciro
Vv ro Cl-o
1,14 Scm , t 9 10)
M8 Poir (5,16")
Nwl , Wood sCtov,
Ut' 741 PVRSI,,,,, tj- 37.11,
PVRSA ;Photo,oita;c Qap,cl S1%At0.n Alls-/i
go Systr>- AC or S-oct,
Thl, fo lowing .teoor,a; of solar modO—nerit t^e Ul37A'* PVHCi sto,q vtoen wst,,,inu -th rvsia Soz;,, In-ttvr —i Sct.,,
T,:s i,, S a! i, roof
T,sia or Hanw,!a ;Q (oak DUCI BLK or SLK-CS
"'oolo�' s e'Wtj '�for use with ZCP racking m
mod,,fle is,d .ckrlq
Service Load Calculation 330 Dove Rd, Grapevine, TX 76051
220.83(A) An existing dwelling unit has e9ectrica' service with a main service disconnect o-f 200 A
The existing main, service disconnect v,,.ifs need to be changed from 200 A to 150 A
Solution
Ltg.P—k-- FollovAng 220.83(Al, calculate the existing dvveliing unit load before the addition:
'Max Load (A) / 1,25 ' 240 (V) = Existing Load (VAII
General Lighting:
2,50.1 soft x 3 VA per sqft
Non -Lighting Small -Appliance Circuits:
4 Y, 1500 VA
Large -Appliance Circuits:
Pool #1
A/C #1
Dryer
Stems?_. Deter -nine ne%v loads of the dv;elling unit:
0 x 9 of Tesia Powerwal4s (.5000 VA each)
TOTAL NEW LOAD
Step. -3.-, Foiio,,ving 220,83(A), calculate drveiling unit total load after the addltion,
First 8 WA of other load at 100c",,
Remainder of other load at 401
40386 + 0 8000 32386 Y A
TOTAL LOAD
11520 VA
9600 VA
5760 VA
q . *T.TjWp
0 VA
0 VA
8000 VA
12954A VA
20954.4 VA
5te_4, Determine l f service is properly rated to Jhand+e additional load:
20954A VA 240 V = 873 A Or 88 Amps
New and existing loads do not exceed the amperage of the main service disconnect rated at 150 A
'A'SX10
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PSR-PtLP MU"PE Mouiv
7
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2
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PSR-NSJ Pegjv-,ljs
2
PSR-WMC WAC
1119
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2
2
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r m
own M�l INA 0 noWt-,
Pholn! WOW=
Anay 3 Spares
02
86
SCOPE OF WORK
TO NS-ALL A SOLAR PHOTOVOL TA C. ' PV) SYSTEM AT THE SHAkj%f RES DENCE,
LOCATED AT 330 NOR-H DOVE ROAD, GRAPEVINE, TEXAS
THE POWER GENERATED BY -HE PV SYSTEM WILL BE INTERCONNECTED
WITH THE UT11TY G31R,:D THROUGH THE EXISTING ELEC-RICAL SERV4CE EOU PMENT
FHE PV SYS1 EM DOES NOT INCLUDE S rORAGE BA_'_ER ES
-------------- ---------- --
SYSTEM RATING
10 44:) EA/ Do STG A cz
10 010:j kllll AC, AL T 17
EQUIPMENT SUMMARY
(9; -ESLA MID-CRCiP"r N-ERRUP-ERS (MCI-2) RAP D SHU-DOkN
Mawraxmilwim
'T, 0 c'_VFR
I �' I llj� 'Pk� IMF,
r"I'l RA, KIN FlAll
t A- LAY Garr
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11 :11-INTIN:, DF rA[l
GOVERNING CODES
2' is NAT ��NAL GLjE4: ' R':AL C .DF
Ll INTERINATIV:VA. � -[�F
1 21 INTE1 2 C RINATIrNAI - EF_'DErTIAI CJE
T
330 IN Dove Rd,
Grapevine, TX 76051,
United States
T lf� 17,
cr
,I; FW
j
i5
VICINITY MAP
-alanL 1
mlo of
-------------------------------
RECEIVED: 11/20/2025
25-004378
330 IN DOVE RD
INSTALL SOLAR PANELS
m m
FREEDOM
Rol I n[Llt�,_l -N, FIL :10
:"J�,T,N 144
f�l c
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levewed and approved
Richard Pawl P F
JX-Wc-Na--P&-'E42-629--
FiHtrf-12,4051
11105i2025
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11" x 17"
,�HT %�VPFP
PV_0
k
PEGA SUS INSTAFLASH BLACK,-,
5/16 X 4.0 SS LAG WITH MIN,
2.5" EMBEDMENT INTO THE FRAMING
ATM 24" O.C. ALONG RAILS
(2)PEGASUS RAIL SYSTEM
REFER TO PEGASUS
ENGINEERING PACKET
FOR RAIL AND CLAMP LOCATIONS
2"X6" RAFTERS AT 24" O.C, TYP.
I N-L E �10[E'NT SHALL RE INSTALLEE N A_', ( RDAN,'E V.1i rH. 7T -E
ANI
M _ _Ag I UKcR S INSTA-LAI JN
2 i A_.. _:Jrl: (., _:c, E:.'APVENT F1ALL FE R&M IGVv"J-b11NIn,lI_':'NEN IA 'R �A_ X'--,
I AU. L()('A_ ARFA-k:._,X VATE ANE RE,-.;.JRE =!E[ 11 VE.,'[F,-.A-R)N
I
Reviewed
and approved
Pichafri
Pantpl P F 11
We- No�
PE 1112624
F"F-24051
11/05i2025
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,1; AVRG #6 BARE CU
1 7 ' JUNC-ION BOXES
NENIA 3R, UL L STED
06 MODULES
06NIODULES
lc� 7
'ESLA 5 OkW SOLAR I NVER1 FIR
rAOVI (1q38',x).--xx-y)#i
OUTPU' 240 VAC, 5040VA, 210 A
98 0`,� GE0,AVE GHTED EFFICIENCY
NEMA3R,ULLISTED WERNALGIFI)l
4) AWG 160 -HVVN-2
1) AWG 178 -Hk.'VN,2 G 3ND
N 314" CONDUIT
- ' TESLA 6, WAI SOLAR INVER-ER
[240\1 (1G383U0-XX-Y#r2
OUl- PUT- 240 VAC, 5043VA, 21 00 A
98 Oi,,, CEONRE GEII ELF CIENCY
NEK,IA3fR,ULLISTED N'TERNALGIFfi.
,,UMC,G#8-H)fVN2GND
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,',,.THERE AEE It'-"HaNE
SOLAR ARRAY - 10,440 KW DC STC, 10,000 KW AC, 1, PHASE
(24) MISSION SOLAR MSX10-435HNOB (435W) PV MODULES
(2) TESLA 5,0 KW SOLAR INVERTER 1538000-XX-Y [240VI PV INVERTERS
(9) TESLA MID' -CIRCUIT INTERRUPTERS (MCI.2) RAPID SHUTDOW IN In an W
ONCOR REVENUE NIE"'ER FREE DOM-
M #1 _�() 27�' , 2n
PV AC DISCONNECT, ESID1f 10443720000512772
COME DER PANEL 240VAG -30A tPHASE 3WREMV
MVAC,12_',A IN '>41
NESIA 3R UL LISTED NON FUST3LE. SAA�N SERVICED SCONNECT
t2) 2,P-30A BREAKERS NEKIA �R UL LsTED 24V, 150A
VISIBLE LOCKABLE, LABELED
MAIN DIST R BUT ON PANEL
SUR HOM lP3W
------ 240V, 230A BUS
POINT OF INTERCONNECTION
(1) 2P 60A CIRCUIT BREAKER
N�aTALLEDATOPPOS17EENDOF
BUSFROMMAVIDISCONNECT
L3) *NG #6 THVJN-2
2 SETS OF: t17 ANG 0 MI GRID
(3) Al NFG #8 THAIN-2 IN V CONDUIT
0', A lNG 48 7 HWRL2 GNU 17
I" CONDUIT ------- A,
Reviewed and approved.
TX Lic Wq'Pp`142628
Firm F-24051
11/05/2025
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ESID # 10443720000512772
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- 11 �01 F=R ULA1KWb :LAFIWLI, LKI>�9U,04N,I�-IJVJ
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hIkINPRPANE._�,1L'F;_J` tNF�FAMPAC 'AILLLJLAII�JN -1 42 I,`)n
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AL-, C. JIT P J1 ".jRR rNT iICA! - 42 _0A 11§ ET I-F,
ANSI B
11' x 17"
5; ICA )�:A
I K 14s 0 F UsIz
DERATF-Ft A',ACI-Y � :(j �,!:f7�Aj � I;A:�5A "'Elf N1111M
01 4A PV-3
COMBINER PANEL
-OUTSIDE GARAGE WALL
��lgjlsjmro
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R
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FREEDOM
TPF Y5.,,jF K,N
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Reviewed and approved
� wonard Pardel. KE.
'TX Lice ilwPh U2628
Fir. F-240
11/05/2025
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-OUTSIDE GARAGE WALL
EQ.WALL
ANSI B
11" x 17"
'� FTr,a'V'F'
SEE 12/PV5-
MOUNTING
PEGASUS INSTA FLASH
DETAIL) FOR
BLACK ROOF ATTACHMENT
ENLARGED
V F" IN
44
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2"XG" RAFTERS AT 24" O.C. TVP.
NIS
FREEDOM
TRU-. TION
L
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%
l286,
PVMODULE
DEGASUS INSTA FLASH
-
BLACK ROOF ATTACHMENT
2"X6" RAFTERS AT 24" O.C. TYP,
(E) ASPHALT SHINGLE 5116" x 4.0 SS LAG VVI [AIN.
ROOF 2,5" EMBEDMENT INTO THE FRAMING
GROUNDING END/MID CLAMP
1EGASUSRAIL
(E) ASPHALT SHINGLE
01`
Ml-'NTIN'U DETAIL
N T 5
r
teas
2eviewed and approved
Rwmirm Pantell H,t, . .
TX LjcPNd,,PIET42628
Firm F-24051
11/05/2025
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ANSI B
11" x 17"
"IFT N' W11—,
PV-5
NOTE: NOT ALL LABELS MAY BE APPLICABLE
7
REQ'D BY: NEC 690 13 (B)
A
APPLY TO:
PV DISCONNECT
7
REQ'D BY: NEC 705.12(B)(3)(2) - -
D
APPLY TO:
PV SYSTEM BREAKER
SOWSOLAR PV SYSTEM EQUIPPED
, P"' WITH RAPID SHUTDOWN
Ll
REQ'D BY: FREEDOM SOLAR H
APPLY TO:
MAIN DISTRIBUTION PANEL
REQ'D BY: 705 12(B)(3)(3)
APPLY TO:
SOLAR LOAD CENTER
REQ'D BY: NEC 690.13(B): 69054
APPLY TO:
PV DISCONNECT
As A t
REQ'D BY: NEC 705.12(C) E REQ'BY: NEC 690,31(D)(2)*
F
MAIN SERVICE PANEL l APPLY TO:
CONDUIT EVERY 10 FT
("ONLY REQUIRED FOR RACEWAYS
WITH PV DC CIRCUITS)
flmlp��
C!
APPLY TO:
MAIN DISTRIBUTION PANEL
(-ONLY REQUIRED IF PV SYSTEM
DISCONNECT IS NOT GROUPED
WITH MAIN SERVICE DISCONNECT)
SEE SHEET PV-6 FOR SITE
SPECIFIC LABEL
m m
m m
m m m m
FREEDOM
r FL, hE f 711," J., B �,l FE A i
C N,�
ls�L
Reviewed
and approved
Rinhnrd Pantel P F I!
.. ......
TX
Lw.- Nor
0
11105/2025
REQ'D BY. NEC 690.56(C)(2)
0
F G]
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APPLY TO:
<
0
PV DISCONNECT
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W
z
W
> x
0 W
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F_
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W
Z
LU
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ANSI B
1 V x 17"
Ell
CAUTION:
MULTIPLE SOURCES OF POWER
LOCATION OF EACH POWER SOURCE
DISCONNECTING MEANS SHOWN BELOW
['r', F'. GAF'R'A'G_r
il".111-E :ARA,_;E VIA-L
FIVA: LlEI2,.NN&:.T
-,RRZV' [E V-TER
VAIN DlpZSI_T C N r'ANEI.
IDIESTIONS, CALL:
800-504-2337
m
r.:I= FREEDOM
,=,Ewn, SOLAR POWER
330 NORTH DOVE ROAD
PROJECT ID: 1191'2
-'FF �N I I C
4", 1 F,�, [11 INF I
.'L'� I II, , '874.1
51= 1l1 I
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Reviewed and approved
Rir,hnrd PAntpl P F 1:
FWf#'F-?4'051
11105/2025
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s
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DIRECTORY
PLACARD
F FT 7
ANSI B
83: ft NCIL[lr, r-U"F
1 V x 17"
t. tl.ta
PV-7
SAFETY SYMBOL KEY
'lN-P,,XT,-1
m m
CAZ
m m
mmmm
L LADDER
FREEDOM
W METER
f 1-11,,11Fj, j7l i
--- POWER LINES
R ' RESTRAINT ANCHOR
k ARREST ANCHOR
--------------- -
racna�a wet
Reviewed and approved
Richarripalitp PF
CONDUCT SAFETY MEETING WITH ALL CREW
11/05i2025
MEMBERS ON SITE AT THE BEGINNING OF EACH JOB.
USE SIGN IN SHEET BELOW.
Q0
< 0 r,
W U)
2.
z > x S,
W 0 W
Cr 4JF-
1
3.
W
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.— _— . —. —
NLIA91,p.
PV-8
Class leading power output 0 to +3%
1C - �_�
C-U -A
I ,Q
N ri -N
�F K F y t4l AleA t'
8-1 AINOLDO Pordlir'—
'7
BEST -IN -CLASS WARRANTY
Degradation guaranteed not to exceed I` ;It year I and 0 4sp annually
ffout o-2to N)Wth 860a rapo, icy foi,rant-I in y... 30 Fn,,hre,
hno,
y,M.yyS.oitklCttp::,
American Solar Built
for the Long Haul
Mission Solar Energy, headquartered in San Antonio, Texas, offers high -
quality, American -made solar modules designed specifically for residential
and Cfilalneld.11 rooftops. Engineered for maximum efficiency and
durability in real world conditions, our modules combine sleek aesthetics
with he.5tAn-class performance to power homes and businesses for
decades -a come.
America's Module Company:a
High Power Output
interconnect technology
Maldi bulbar design iinthe— ranent flow and nodaces
kt o tor frott., energy
Built for Tough Condition-,
Enhanced cell processing and material central for long-
trate dw oldlify
R,IMI col —an and degradation I. ha,ph eredt—efin,
,,It spray, cnononi,, -id, Putridity, and high Rent
C-,&idd for 5400 Ind front [told and 54110 Pa back load
to, mechanical o'dongth
More Energy. More of the Time
Proven performance in low light and at challenging
angles. voured by third -party testing
Specialized glass design r,aintiln, ,otpat even in , [.any
,,, sbittiti ooneheir
Low temp. nw. ec aetlidkrnt ( 0.29%)
It you hive quesinto h; cancer n� j1hont tFfcatoti of ohn
!,t odu t, in you, area, R!.... contact Mission Solar Ereigy.
Class Leading
435-4Z45W
LIJINLI�, MM; j
1!1.X10 Hfpsh: 135W, 108 C1 it ScItAlf t&)DULF
nv,
Z ,,a,,
,4
IF,
o z p! if 1, 1 Ail
if,
us
N,,,, 8— tr', M, l w, I,,
"h rfin+
PRODUCT TYPE
'AS X 10 HN013 f
<P,,,,.1
Pcvve, output
P-1 Wp
'2
22,'
22,8
d
0, "
11-3
5h.t(`fh,n I 0�rl
kc A i-, 79
1 11's
1-02
r_,I vi
V, : V 39.5,
32 U
39"
K*,o Car rant
LdP A 13.a7
13r19
i-Ii
Paq,d V, lig,
Vrrid V -11
a;...,;
ji,_t
K, � R,ling
30
A)
s,,teih V'rag,
V
Nconal Ore _161? :1H
I efoictrALI iN C�1' TJ
41,
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tfc:ert of Ift.,
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T,co,ril
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fQ, `r
T, al,,
*,r -fl ,rt it 1,,
h,l` °: r rl
,,As> iz,um syucio vdlt,-t I q1KIVd,
Cro,afng Tepro,rchir, Range -401F to 185'1` (-40°C to 185'C)
peiarrarn Seds FUSE Rating 30A
Fr , patt, CdAfiootiao Type I
Front & Back Load Up t. 5,403 N front and 5,400 Ed
(.L Standii d) pacw load. Leered to U L 61730
El: . ' !i, :ij. _jj, JH', „ , '. , , rv<,.xinr Pia
Set,, Cell, N-hyp,i
Cell 0s,"rifir" 108"ll,
NIcal"I'Mond'ieft 17;2io,MA'qn;3`nn,
Weight 46,Y6:1,, f21.3�g)
Front Glass 32.,rtARC.aVogTempe dGIa,,
Frorno 35narn Anodized Aluralmat, Black
Eaccr,50arlt Polvalefih Elactorrier (POE)
R-ti'n cox IP 68 Rat,d
Cable 1.2 a, Wire 4 mrio (12AWG)
crop—tih NP:4EV02 T SUA, EVO 2A
■
rrt,_1 t wd S'T To Pa 'ets "I"d it,, 4 t-W P
Most53 .st Sot" 28 NatWJ
Dcwl, pork: (Horizontal Orientat no)30 modules per pal let
Wll���
W`gnt Height Width
1,36011n, 44.25 il 47,25 in 70 p
(617 g) 1124-1 (120 on.) '779 r,i)
nrintant Bandmg
O� Clamp Anywhee
gey,mye,nm,
xt_
mopmom
W1141
RiEl
C t I
'i pil r I ZI
ri
-------------
1
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01
m
0
Ic- Pv N,11,--�d
M 1- �J- iw- ?4�1-1-,:
0
Eaton CH main lug loaftenter
MM91MR11111M
UPC:7�,1 i/ 1ci,:-_7�
IN
Length: '2, IN
Width: I EN
Weight: " ) !
Notes:.,, :und ar p
rW M Cq; I! vT i.'an 'v!w-n :1,"t iN?? iz:
Warranties:
� Lnw-d'
Specificahons:
Special FeatUreS: V1,!L!-j0"
Type
Amperage Raflng; 12,,3A
Box Size: 7-
Bus Material:
Enclosure: M - k! A. R
Enclosure Matarial:
Fetd Type:
Pahl Circuit Breaker: i,l
NUMber Of Circuits:
Number Of Wires�
Phase:
Voltage Ratiog: J'j
Wire, Size: 4(. vc.
Supporting docurnents
Eaton CH main lug loadcenter
UPC:7„.� 1 "Oc.73,t
Dimensions:
Haight: "',V, HN
Length: '-- 75 !N
Width: 14-V IN
Weight:? I fl,
�,elv e-tirl.2 rl,-,MS
P;,I;InCl
Plolt!v;, f
warrarvfies:
1AA
Specifications�
Special Features:
Type: 'Nla;i' !;,; ni-i
Amperage Rating:
Box Size: L�
Bus Material:
Enclosure' MEMA
Enclosure Material:
Feed Type!
Plain Circult Bf,eaker: 3-
Number Of Citckifts:
Nurnbei"Of Whes� T
Phase: Srf,
Voltage Rather : 11 V;`V
Wife Size:
Supporting documents
Eaton general duty cartridge
fuse safety switch
DG222NRB
UPC:�,21 131 ="'22
Dimensions:
Height: IN
Length: 73r,EN
Width: cA IN
Weight: 10 LS
aPp!Y ON-1 wher.. du'-1
'-'-Phas� lip
Warrsrrfles.
Eaton- Sca;Eno!"'ol:c" 1),), 1 1 i "C'v
ih,'; dat", 'of:�-ta&'tlon 10'Juc, 0;-
cighroon f '8nion`�' -v jin the 1s31:w of sNoni�'�M
ol 11�0' P-'(hl.'"
Specifications:
Type; m.1 dLIVI CYVTEf,gsed
Amperage Rating: 6DA
Enclosure: NL.N.'A:q�
Enclosure Material: Paint(ad uaivari;;,eo,
Fuse Class Provision: Uom,, H f,ise,,;
Fuse Configuration: Fus6lr- with ryulia:
Number Of Poles: Tvvo-pdk=
Nurnber Of Wires: T hrf,e-vv,
Product Category: Gen -,al c;m, swit,',
Voltage bating: 2-W""
Suppmfing documents:
j-
Certifications,
- jWed
Product corymfiance: N, Data
Eaton general duty non -fusible
safety switch
DG222URB
UPC;782 I t V,
Dimensions:
Height: 11-i,3b IN
Length: 7_:3;3 I'q
WidtW 8 6ri IN
WcaghU9 Lis
Notes:V,JARN !N c-l' Sv;it, h :s n, approv--- for
,.c.,vk.0 .:n!iance, n',A"-v kit !,3 n'A';fll'jd'
warrantfos:
S"'-q
ghruell � lbi rn(muls iron-1 [fie "A(, (-,I 5WID':
0 the Prodjc! oaws trrs-3-
Specificrrtlons:
Type: sin.iks-lhic.m
Amperage Rating: ��" !A
Enclosure: NEMA 31tf Ravipw,)'
Enclosure Material: ntru qwvwllz''d
Fuse Configuration: Non-lzislbir`
Number Of Poles: —,',vo-polo
Number Of Wires: Tr,,,o—vj=e
Product Category: IrV saf�Iv sWjjrch
Voitage Rating: 21C*V
Supporting documents:
Certifications:
Listed
Product compliance: "o Datn
ir
C. z, Sid, Me",
T-
A
Ud (Side Vie I
.. '� 3w - -
'r.pV,,) E 31
- -- - - - -- - - - —
UL Listed
Marine Listed
G,s"i (T,p Vil- UL File # E205935 (QCUP)
UL Control # 92CM
Material is Rigid PVC
132 cu in Volume (2163 cu cm)
Screws are Zinc Plated Steel
G,,k., ;51d, V-1 Gasket is neoprene
Junction Box 6 x 6 x 4
S ' "r-
I D,—, By Ohl I Dto 6113117 15133710
Tesla Solar Inverter
Electrical Specifications: Model Nurritier
1538000-x-y
Output (AC) Output (AC)
33 kW 5 kW
5.7 kW
7,9 kW
Nominal Power
3,800 W 5,000 W
5.700 A'
7,600 W
Maximum Apparent Power
3,840 VA 5,040 VA
6,000 VA
7,68,0 VA
Maximum Conbrivous Current
Is A 21 A
24 A
32 A
Breaker (Overcurrent Protection)
20 A 30 A
30 A
40 A
Nominal Power Factor
019 Oea&19 / lagging
THD (at Nominal Power)
1%
Electrical Specifications: MPPT
A
Input (DQ Input Connectors per MPP1
--2-1-2
Maximum Input Voltage
600 VDC
DC Input Voltage Range
60 - ii5o Voc
DC MPPT Voltage Range
60 - 480 VDC'
Maximum Current per MPPT (1")
13 A.
Maximum Short Circuit Current per
<7 A'
MPPT (I,,)
Wlerx -,e D-- ito-, c—ent -aeds a', "'IMP'
at cai, be jeoto a,lot 3 ;inc,,;a
rake a,i.rtCrW. DC -0 ZZ, 25 A:-
i 34 z
Performance
Specifications
May 12 2023
Peak Efficiency
98,6°s at 240 V
CEC Efficiency
98,0'% at 240 V
Allowable DC/AC Ratio
'3
Customer Interface
Testa .lob, e App
Internet Connectivity
%Vi-Fi (2.4 C-Hz, 80211 b;9/,!).
Ethernet, Ce.[Wal (--TEMG)'
Revenue Grade Meter
Revenue Accurate (+,,-
AC Remote Metering Support
VV;-ri (2A QHz, 802.11 J)/g/n). Fs-485
Protectiors;
Integrated arc fault circuit
,1,eeruiptal (AFCO, Panic! Shutdo,n
Supported Grid Types
60 H7, 240 V Split PiraSo
Warranty
12.5 years
1Cv—],,, ty 11J —t,;w, oF,, --ce c—,aq- -I S .-I --,*rqn
I PRIOR[ i I i !!!!I i ii iii.-
Mechanical Specifications
Environmental Specifications
Compliance Information
Dimensions
660 Mm. 411 Min y 158 mr, (26 in x 16 1,,. 6 :n)
Electrical
Model
mcl,i
MCI.2
Specifications
Nominal Input DC Current Rating (1..)
12 A
13 A
Maximum Input Short Circuit Current (Ise)
19 A
17 A
660
Maximum System Voltage (PVHCS)
600 V DC
1000 V DC.
M Sv!'enn -ed by Te 5, o S I u,,Tv,
60 C V 3 C
RSD Module
Maximum Number of Devices per String
5
5
Performance
Control
Powtr i..-ne Excitation
power Line Excitatlorl
Passive State
NolMalty Coon
NomnaLy Open
156 1
Maximum Power Consumption
7 W
7 %V
411 n—
nt
Warranty
25 years
25 years
Weight
52 In -
mounting Options
wait mount (bracket)
ti-d b-ac— -a- br re—t-o fo, z ir"niing vuq.,. or 37
Environmental
Operating Temperature
-40'C 10 :iO`C
-452C to 70°C
Specifications
(-40'1` to 122 P
(-49'r to 158'F)
Storage Temperature
-30'C to 1101C
-30`c to 70'C
<-22'Fto 158'Fl
<-22'r to 1581c)
Enclosure Rating
NEMA 4X / IP65
NEMA 4X " n65
Operating Temperature
-30'C to 45'-- (-22'lz to 113, F)
Operating humidity (RH)
Up to I=— condensing
Storage Temperature
-30 C to 701 C (-22-iz to t58'P)
Mechanical
Electrical Connections
MC4 Connector
11C4 Connector
Maximum Elevation
3000 m t9843 it)
Specifications
Housing
Plastic
Plastic
Environment
Indoor and outdoor rated
Dimensions
125 ,150 . 22 mim
173 y 45 X 22 trim
Enclosure Rating
rylbe SP
(5 . 13 , I in;
(6.8 X 1.8 x I in)
Ingress Rating
loss (Wi,ing trornpartirient)
Weight
350 g {0.77 1b)
120 9 10T26 lb)
Mounting options
ZEP Home Run Clip
Were Clip
Pollution Rating
PD2 for power e�ectronms and oriniesal wiring
M4 SCre(410)
coinpa,Zmvnt, PD3 for oil other comno"nts
Me Bell 15/16")
Operating Noise a I nre
< 40 db(A) rowins[L < FiO db(A) maximum
Nod /Wood screw
Pri lofff-Ce nay be tzerated
'.0 6,2 nW at 2d0 V wt�er co—t -3 at teerioeratures
gee—, m- 'S C
Compliance
Certificahons
UL - �741 PVly5E UL 3741.
information
ru/RSA (Photc,olteic rap-d
Shutdown A,rat,
Ran Initiation Method
PV System AC Weaker or
Switch
Grid Certifications
U:11741. UL 1741 SA, UL. 17-11, SB, Ul- 1741 PCs,
eEs 1b.7-2018, IEEE 1547,1
UL 3741 PV Hazard
Control (and PVRSA) Compatibility
Safety Certifications
U, 1741 PVRSS, UL 16998. vL 1998 UL 3741
Emissions
EN 61000-6-3 (Res dent-ai)� PCC 47--FRIE,,109 (s)
The fo'"vvvni�j categories of solar module meet the uL 3741 PVPCS when
installed with Fella Sola,
Inverter arid Solar
Shutdown
Torla Solar Pool
tcBla or HariwKs (O.Peak Duo BLK or BLK-C,647
Modj'ss certified for use will-. ZEP racking
Other module and racking
combinations
Service Load Calculation. 330 Dove Rd, Grapevine, TX 76051
220M(A) An existing dwelling unit has electrical service with a main service disconnect of 200 A
The existing main service disconnect will need to be changed from 200 A to 150 A
Solution
Step _1 - Following 220,33(A), calculate the existing dwelling unit load before the addition:
[Max Load (A) / 1,25 * 240 (V) = Existing Load (VA)]
General Lighting:
2,502 soft x 3 VA per sqft
Non -Lighting Small -Appliance Circuits:
4 x 1500 VA
Large -Appliance Circuits:
Pool #1
A/C #1
Dryer
Determine new loads of the dwelling unit:
0 x # of Tesla Povverwa!ls (5000 VA each)
TOTAL NEW LOAD
5teP Following 220.83(A), calculate dwelling unit total load after the addition:
First 8 kVA of other load at 100%
Remainder of other load at 40%
40386 + 0 - 8000 = 32386 x .4
TOTAL LOAD
MUM
1*01SAW
8000 VA
12954,4 VA
20954.4 VA
Step 4, Determine if service is properly rated to handle additional load:
20954.4 VA 240 V 373 A or 89 Anniss,
New and existing loads do not exceed the amperage of the main service disconnect rated at 150 A
Uv
�P
9 k'.2 E, sh— r" rj"Sfot SMI,
ms
D— Road
53 Ullf-i Stal., WA
Y- t,p o'-f
44 Hip 27 HipComp
No NO
Will Betliald
11 0525
No
.--, �R-
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10440
6 A4.73 , 3vn
F"'o.e'd cavlIbca"'I
El
Aez H!p Camp x m
2 Yet, Yf,
NO wYea
AITACHMUO SPACUIC, SfOL 'ALV,'
Al TACHMP4 ( Qf, I AIL
MAYMIROA HA:L CANTILEVER
ca
48 kf'
O, 'Pul. at snan
-�l-i�, 2
0
6-f& A4.73 33�qvn
27 Hqt coqlp i x I N
Yet, Yf,
NO Yea 1:
pst
Al TACHMPI I SPACUIC, SfOL 'ALV,'
al
Al TACHMP4 ( Qf, I AIL
j
MAYMIROA HA:L CANTILEVER
ea"
48 kf'
O�ho 'Pul. at snan
l,", 3
6 A4.73 , 3vrt
F"'o.e'd cavIlbca"'I
4-1 H,r, amp zI IOIII wem
Yet, Yf,
NO waw Yea
.4 )1.
Al TACHMPI I SPACUIC, SfOL 'ALV,'
m
Al TACHIMP4 ( Qf, I AIL
Will eemaid
11 05 25
A
MAYMIROVI HA:L CANTILEVER
ca
48 kf'
olho 'Pul. at snan
4
ENGNIEERR G PAC,IE
P�Oed
PSR-B168
Peqavq.s
Rai i - Blac168'
PSR-SPLS:
M),,,asu�
- Bond;u Sl�wldu,al &Alc-e
PSR-FACB
1 Peoas�is
-Mlulli Cl,-Iimp - rAd End 3f—',Onvr- Pull Black
PSR-HEC
P-I`flasuF -
'-ficdon End CP
PSR-MLP
Pc-vlas�,,- -
MLPE fM,,ju,,,t
PSR-LUG
Pegasus -
Grout Lug,
PSR-NSJ
Peqnisus
PSR-WMC
Pocm,sus
PSR-CBG
flePa��,us
PSR-CAP
Peqatsus -
E-vo Cap,
PIF-RBDT i Ppoaslfs
fns'aF;.,,,-,n - Slacres - Dovetail T-loch
A;
Are av 2
Arr,ti 3
Spares T(-ti {} Q'i Y,
95
Ij
2
32
32
24
2
1
4
2
2
i
5
2
2
1
5
12
12
8
32'
24
--Io
22
86
SLv 11 05 25
City of Grapevine
Electrical Permit - MISC
PO Box 95 104
Project # 25-004351
G,a,)ev,,ie, Fe �-.iG 76099
817 � 4 10 -3166
Project Description: r)t a I f),44W roof !110LW PV
solal
Issued wi: 01 13i2026 x 222 Pf,4
ADDRESS
INSPECTIONS 1
330 N Dove Rd.
1. Eiectrical Final
Grapevine. TX 76051
LEGAL
INFORMATION FIELDS
Dove Pointe Bik I Lot 5
—APPLICAINT NAME �Indlvidual." Adnan Buck
S
*'APPLICANT PHONE NUMBER 5126956204
PERMIT HOLDER
VALUATION 27479
Adrian Buck
Free(loa,i Soiar Powe,-
DOCUMENTS MISC 01 Eric Shaw Electficat Permit Packel.pdt
r512i 815 29,19
FEE TOTAL PAID DUE
COLLABORATORS
Elecincai Miscelianeous Fee S 37.00 S37,00 $37.00
- Adnan Duck
Freedom Solar Power
TOTALS $37,00 $37,00 $0,00
g512) 815 2949
READ AND SIGN
OWNERS
- Scott Shaw
I HEREBY CERTIFY THA-T 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 WI-TI-I THE CITY OF GRAPEVINE CODES REGULATING
CONSTRUCTION. IT IS UNDERSTOOD THATTHE ISSUANCE OF THIS PERMIT
DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR
ORDINANCE OF THE CITY OF' GRAPEVINE,
I FURTHER CERTIFY THAT ALL. WORK THAT" IS REQUIREDTO COMPLY WITH
ANY FEDERAL, STATE, AND OR LOCAL LAW REGARDING ENERGY
CONSERVATION WILL BE PERFORMED IN ACCORDANCE W1714 THOSE
LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE
SUBMITTED 10 T11E CITY UPON REQUEST.
JailUary 13, 2026
Date
pate I ;2
U'S "1 1 '3 1 . -0,
Electrical Permit - MI CA
Project # 25 004351
ALL work aiusI be done in compliance with the 2020 NATIONAL ELECTRIC CODE. ALL. work IssUed prior to
January 1. 20241 n3Ust be done in compliance with the 2015 NATIONAL ELECTRIC CODE.
PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY
THE BUILDING OFFICIAL,. THREE (3) SETS OF PLANS HALL BE SUBMITTED IN HARD COPY FORMAT,
ENGINEER SEALED PLANS AND CALCULATIONS SHALL DE SUBMITTED AS REQUIRED BY CODES,
ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW.
NOTES
> 24 HOUR INSPECTION
METRO i817't 410-3010. CUT OFF TIME FOR A.M. INSPECTION IS 7.30 A,M. --- CUT OFF TIME FOR P.M,
INSPECTION IS 12,30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITH APPLICATION FILE IN THIS OFFICE,
THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (130 DAYS) OF ISSUANCE OR IF
WORD IS SUSPENDED OR ABANDONED FOR A PERIOD OF (130 DAYS). THE ISSUANCE OR
GRANTING OF THIS PERMIT AND , OR APPROVAL OF PLANS. SPECIFICATIONS AND
COMPUTATIONS SHALL NOT RE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF. ANY
VIOLATION OF ANY OF THE PROVISIONS OF THE CODES ARID ORDINANCES OF THE CITY OF
GRAPEVINE, THE ISSUANCE OF A PERMIT BASED ON PLANS. SPECIFICATIONS, AND OTHER DATA
SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING
CORRECTIONS OF THE CONSTRUCTION ITSELF.
- e, il,,, 1 i't r 1, _..''�"0
Patented .1 Copyright Q 2020-2025 Richard Parnel All Rights Reserved Paper or PDF copies of this report may be distributed only to employees of the company
listed below Linder "Prepared W', or to Authorities Having Jursidichon (AHJ's) for their review purposes This document contains Intellectual Property (IP) created by
the Author, and as such, no parts of this calculation report or related data input form(s) may be copied in format, content or intent without permission in willing from
the Author Drs-assernb4, or reverse engineering of this calculation report or related data input form is strictly prohibited, The Author's contact information is
RPante1@_iroofa solar, web -site Yww. iroofa. solar tel 908-507-5500 Trademark rRooF@ and QooFAI
RECEIVED: 11/20/2025
25-004378
1HUUFA' 330 N DOVE RD
INSTALL SOLAR PANELS
Instant Rod, Framing Analysis
www. iroofa solar
tel, 540.3 7 3,53 7 7 - emall., 1nlo(iD1RdoFA . solar
for the
ROOFTOP I111V/ IN SOLAR JIN ISTALLATION Ir-i
1 11 ; I iiiip�1111 Mzfflz�
MEEK=
Freedom Solar, LLC
4801 Freidrich Ln, Ste 100 - Austin, TX 78744
Pages Description Pages Descri t p ion
1 Cover 2-5 Loading Summary
Roof Structural Calculations for PV Solar Installation Roof Structural Calculations for PV Solar Installation
6-9 Location. MP 1 10-13 Location: MP 2
14-17 Location: MP 3
18-18 Snow Loading Calculations
'Awl.
— INUMMMWAMUM101
OF
Richard Pantell
<2;Sg
142628,,
C
Richard Pantel, P,E.
TX License No, PE 142628
Firm F-24051
Sealed 11/05/2025
Cover iRooFA! Copyright @ 2020-2025 Richard Pantel. All Rights Reserved. 1 of 18
BI
posure Category (ASCE 7-22 Table 26.7.3, Page 274)
R
11
Bulld ng Use Occupancy/ Risk Category (ASCU 7-22 Table 1. 5-1. Page 5)
Wind Loading:
v 105
mph ASCE 7-22, Figure 26.5-1 A. B or C [(105 mph, 50 year wind MRI)l
1
qzI 16.91
psf Velocity qz, calculated at height z [ASD]
Snow Loading
pqL_L2.83
psf Ground Snow Load pg (ASCE 7-22 Table 7.2- 1. Page 56-60)
Total Snow Load
I
psl 12,831
psf Effective snow load on roof and modules
Module Data
Dimensions
mm
It in
Length
1,722
5.65 67.80
Width
1,134
3.72 44.65
Area (MA Z ftA 2)
2.0
21.02
Weight
kg
lb
Module
21.30
46.96
Roof Panel (Cladding) Loading Summary
Module Loading Summary
Support Point Loads
Upward
I Upward
Upward
Downwardl
Roof Zones
1
2e,2r
3
All
Net load per module
lb
-118
-222
260
Positive values indicate net downward force
Loading Summary R iRooFA A) Copynght@ 2020-2025 Richard Pantel. All Rights Reserved. 2 of 18
4 . I . . I . - = #
StanchionFastener Pull-out and Spacing Calculations
lFraming
spacing
ft
2.00
Rails / Module
ea
2
Max proposed stanchion span
ft
6.00
# fasteners per stanchion
I
Bolt thread embedment depth
in
2.50
Safety Factor
1.10
Pull-out for 5/16 threaded fasteners
Win
220 lb per inch of embedment
Factored max fastener uplift capacity
lb
499
Fastener details I Material I Stainless
Size
5/16 Predrill hole 0. 16" dia or use self tapping
Max stanchion uplift capacity
lb
618
Max support pointplift capacity
lb
499
Roof Zones I
Net lift per module lb 11
Min tot bolt thread embedment depth rq'd in 0.5
Allowable lift area / support point sf 143.
Max rail spanQer su oort sQacing ft 6A.60O'
Landscape Modules
Len th along rafter
Lift calc'ed max stanchion EW spacing
Max stanchion EW spacing
Maximum module area / support point
'Factored liftp' e'r suippo"rt p'prnt
Portrait Modules
Length along rafter
Lift calc'ed max stanchion EW spacing
Max stanchion EW spacing
Maximum module area / support point
Factored lift per support point
ft
3.72
ft
> 6
ft
6.00
Sf
11.16
Ib
-39
ft 5.65
ft > 6
ft 6.00
Sf 16.95
lb -59
I .-
3
222
1.11
-&56
76.07
6.00
> 6
&00
11.16
-73
"I IIIIIIII���
'At 2 1 toll-21091"01r.] ARK011 IrQ 1KNON) If RI U.11 a] M*101 AIM 1 217WO E I a M0
Loading Summary R iRooFe Copyright @ 2020-2025 Richard Pantel. All Rights Reserved. 3 of 18
111111111 111111 NAIZ 1111111111111 111111 11 1
The referenced building's roof structure was field measured by Freedom Solar, LLC on 10/29/2025. The attached
framing analyses reflect the results of those field measurements combined with the PV solar module locations
shown on the PV solar roof layout design prepared by Freedom Solar, LLC. Loads are calculated to combine the
existing building and environmental loads with the proposed new PV array loads.
The Pegasus PSR-B Rail racking and Pegasus Solar InstaFlash PIF-RBO stanchions were selected for this projec]
by •r Solar, LLC. The racking and ••• stanchions shall be placed as shown • their plans, dated
11/03/2025, and shall be fastened to the roof framing using fastener sizes indicated in this report. Racksupport
spacing shall be no more than that shown above, Note that support points for alternating rows shall share the
same rafter. Intermediate rows shall move the support points laterally to the next rafter. The support rail can be
cantilevered up to 1/3 of the maximum span between modules. 1/3 maximum span = 24.00 inches.
Loading Summary R iRooFe Copyright @ 2020-2025 Richard Pantel. All Rights Reserved. 4 of 18
Framing Summary
Ex. Framinq Total Ex ILL
MP 1 : 1.50"x 5,50" member x 15.00'span with a 44' slope @ 24" OC wl ex. supports @ 8.00' 0.79 psf 5.19 psf
MP 2: 1.50" x 5.50" member x 14.00' span with a 28' slope @ 24" GC 019 psf 5.19 psf
MP 3,1.50" x 5.50" member x 15.00'span with a 45' slope @ 24"0C wl ex, supports @ 8.00' 0.79 psf 5.19 psf
* Wood species used in these calculations assumes spruce, pine or fir, #2 grade,
Based upon the attached calculations, the existing roofs' framing systems are capable of supporting the additional
loading for the proposed PV solar system along with the existing building and environmental loads. No
supplemental roof framing structural supports are required. No further structural alterations or modifications are
needed to support the system. Minimum required anchorage fastening is described above.
Wood fastener notes: 1) Fastener threads must be embedded in the side grain of a roof support structural
member or other structural member integrated into the building's structure. 2) Fastener must be located in th
middle third of the structural member. 3) Install fasteners with head and where required, washer, flush to mate
surface (no gap). Do not over -torque. I
References and Codes:
1) ASCE 7-22 Minimum Design Loads for Buildings and Other Structures
2) 2018 IBC
3) 2018 IRC
4) American Wood Council, NDS 2018, Table 12.2A 12.3.3A.
5) American Wood Council, Wood Structural Design, 1992,Figure 6.
Loading Summary R iRooFe Copyright @ 2020-2025 Richard Pantel. All Rights Reserved. 5 of 18
Roof Structural Calculations for PV Solar Installation
Array AR-1
Location: MP I
Roof shape: Hip
Member. Rafter - Total Length 15 ft, Unsupported 5.76 ft
Geometric Data
E)
deg.
44.0
Angle of roof plane from horizontal, in degrees
W
deg.
OD
Angle the solar panel makes with the roof surface
ILength
L
ft.
48.00
of roof plane, in feet (meters)
W
ft.
1019
Al -an view width of roof plane, in feet (meters)
h
ft.
15.21
lAverage height of roof above grade, in feet (meters)
Roof Wind Zone Width
I use, a =1 100 Ift
Wind Velocity Pressure, q, evaluated at the height z
qz= 16.91 (psf Vasd q 2�= 1 10.24 Jpsf`
V=1 105
Wood type Framing Data US Spruce
Wood source, moisture content White 0. 12%
.# Framing Members / Support I
Rafter / Truss OC in 24.00
Member Total Length ft I
I Basic wind pressure
mph
3 # Rafters / Rack Support Width
6.00 Rack Support Spacing (ft)
72.00 Max. Rack Support Spacin (in)
2 Max # of mod's / Raft
Member Properties
Member
Mem properties based upon field measurements
blame
(1)1.5x5.5
Rafter
Repetitive Member Factor (Cr)
1.15
—J
Max Shear peril, to grain
psi
530
Max Shear parallel to grain
psi
1,100
.24.00. .,,I,C,oll,a,r t,ie, 9C spacing., in.
Module
Data
Weight
I ka
lb
psf load
Module
21 � 30 t _
T
46.96
i93
4 Stanchions
1.36
361
3.0
0.14
Existing Dead Loads Units Value Description
Framing Member psf O.79
Roof Deck & Surface Material* psf 4.40 O50 in. Plywood wl Standard Asphalt Shingles
Roof surface: Standard Asphalt Shingles
Rack Support Spacing and Loading
Across rafters ft &0
Along rafter slope ft 5.6
Area I support point sf 16.9
Uphill gap between modules in 1.0 0.08 Ift
Member Total Length ft 15.00 ' Collar Tie & Knee wall height @
Maximum member free span ft 5.76 Rafter btwn CT & KW 8.00'AFF max height. Adjust to
�Rafter segment to cale ft 5.76 Free span match lowest adjoining roofs collar
Ebeflection . Ratio 180 Use max delta IN for deflection
Array AR- I iRooF9 Copyright 0 2020-2025 Richard Pantel. All Rights Reserved. 6 of 18
Eave Overhang Length past Rafter Plate 0.00 ft
�'Uphjll Distance from Eave to Lowest Support 1 2.75 ift
Notation
Lp = Panel chord length.
p = uplift wind pressure
ya = Solar panel pressure equalization factor, defined in Fig. 29.4-8.
yE = Array edge factor as defined in Section 29.4.4.
0 = Angle of plane of roof from horizontal, in degrees.
e >= 7 deg TRUE
Min.dl: Exposed FALSE
Max,dl: Exposed TRUE
Use EXPOSED for uplift calculations
1 5(Lp�
5,58
ya = L 0.67
p = qh(GCp) (YE) (Ya) (lb/ft2) (29A-7)
Zones
1
2e,2r
3
Downward, Zones All Zones
G P
1 -1.30
-1.96
-1.79
GCp 0.53
L p, Windload f
(p
-1137
-20.23
1&50
ASCE 7-22 Chapter 2 Combinations of Loads, Table 2.4, Page 8 (in
sf)
Zones
1
2e,2r
3
2.2 SYMBOLS AND NOTATION
Module
Module
Module
Upward
Upward
Upward
D = dead load of PV Module + Stanchion
2,38
2.38
238
S = snow load
12.83
12.83
12.83
W = wind load = (Vu Windload) = (Vasd Windload 10.6)
-13.37 -
-2023
-18,50
FROVET971 MW
2.38
12.83
5A5
2.4 Combining Nominal Loads Using Allowable Stress Design (in pso
2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever
produces the most unfavorable effect in the building, foundation, or structural member being considered, Effects of one
or more loads not acting shall be considered.
Combination Formulae I Upward I Upward L Upward I Downward
Use this loading combination for DOWNWARD for Proposed PV Dead Load
6. b + 0.75L - 0.75(0.60W) + 0.75(Lr or S or R0 ] 15.20 1520 17.66
Module Support point load (lb) 258 258 258 299
Cr Factored Module Support point load (lb)_ 224 224 j 224 260
Use this loading combination for UPWARD for Proposed PV Dead Load
7. 0.601) - O.6W 3.48 7.60 6.56
Module Support point load (lb) --59 1 -129 1 -111
M.
Array AR- I iRooF9 Copyright C 2020-2025 Richard Pantel. All Rights Reserved. 7 of 18
DOWNWARD
Presume loading directly
over member.
Combined Dead and end Pressure C►c►wnward Loading
Rafter btwn CT & KW
Point load
PV
loc's from
Module
Module
Module
Support Comment
Left
Orientation
Row
Point Load
support
ft from left
lb
1
2.75
Support outside of max stressed section
Portrait
I
8A0
260
Portrait
2
8.48
260
Portrait
2
14.13
Support outside of max stressed section
j Portrait
Array AR-1 iRooFA'�Copyright C 2020-2025 Richard Pantel. All Rights Reserved. 8 of 18
Simple Beam - Exposed Roof Snow Load - Above and Below PV
Parameter Units Total Allowed Check
Delta @ mid span in 0.01 0.38 OK
li'M at mid span lb-ft 53 4,117 OK
Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof
Environmental Load
Parameter Units Total Allowed Check
Delta in 0.13 0.38 OK
Percent Max Delta % 33% 100% OK
meOK Mont lb-ft 875 4,117
fS psi 1,389 6,533 OK
Loading includes member self weight & roofing materials. w loading = wind & snow on exposed areas
12
10
8
6
4
2
0
-0 vqe 2 4 6 8 10
Framing section with max stress: Rafter btwn CT & KW
Array AR- I iRooF9 Copyright 0 2020-2025 Richard Pantel. All Rights Reserved. 9 of 18
Roof Structural Calculations for PV Solar Installation
Array AR-2
Location: MP 2
Roof shape: Hip
Member. Rafter - Total Length 14 ft, Unsupported
14
ft
Geometric Data
e
deg.
28.0
'Angle of roof plane from horizontal, in degrees
W
deg.
0.0
Angle the solar panel makes with the roof surface
L
ft.
40.00
Length of roof plane, in feet (meters)
W
ft.
15.36
Plan view width of roof plane, in feet (meters)
h
ft.
14.88
Average height of roof above grade, in feet (meters)
Roof Wind Zone Width
use, a =1
3.00
Ift
Wind Velocity Pressure, q, evaluated
at the
height z
16.91 I
qz= 1 Ipsf
Vasdqz=l
10.24
Ipsf I Basic wind pressure
V=1 105
mph
Framing Data
Wood type
US
Spruce
Wood source, moisture content
White 0.12%
1 # Rafters / Rack Support Width
# Framing Members / Support
1
2,00 Rack Support Spacing (ft)
Rafter / Truss OC
in
24.00
24.00 Max. Rack Support Spa(in)
Member Total Length
ft
14.00
2 Max # of mod's / Rafters
.Member Properties
Member
Mem properties based upon field measurements
Name
(1)1.5x5.5
Rafter
Repetitive Member Factor (Cr)
1.15
Max Shear peril, to grain
psi
530
'Max Shear parallel to grain
psi
1,10024.00
[Collar tie OC spacing, in.
Module
Data
Weight
kg
lb
psf load
Module
21.30
c
46.96
73O
2.23
4 Stanchions
1.36
0.14
Existing Dead Loads
Units
Value
L_ Description
Framing Member
psf
0.79
Roof D
Check & Surface Material'
psf
4.40
0 0 in. wood wl Standard Asphalt Shingles
15Ply
* Roof surface: Standard Asphalt Shingles
--]
Rack Support Spacing and Loading
Across rafters
ft
2.0
Along rafter slope
ft
5-6
Area / support point
sf
5.6
Uphill gap between modules
in
1.0
0.08 {ft
Member Total Length
ft
14.00
Maximum member free span
ft
14.00
Rafter span
Rafter segment to cale
ft
14,00
Free span
Deflection Ratio
180
Use max delta I /x for deflection
Array AR-2 iRooF9 Copyright 0 2020-2025 Richard Pantel. All Rights Reserved. 10 of 12