HomeMy WebLinkAboutSFRA2025-000056 ZCEOIVED; 1/8,12025 -00 056 DATE OF ISSUANCE:
1337 AIRLINE DRIVE
SOLAR SYSTEM PERMIT#:
BUILDING PERMIT APPLICATION :: ELECTRONIC REVIETT
SUITE #
Im
BUILDING CONTRACTOR (cornpan ' y name): V3 Electric Inc
CURRENT MAILING ADDRESS: 2550 114th ST STE 120
CITY/STATE/Zlp: Grand Prairie, TX 75050 PH-# 9162356441 Fax #
PROPERTY OWNER: Kelly Brown
CURRENTMAILING, ADDRESS: 1337 Airline Drive
CITY/STATE/Zlp- Grapevine, TX 76051
PHONE NUMBER: (530) 744-5080
PROJECT VALUE: $30375 FIRE SPRINKI,ERED? YES - NO X
WHAT TRADES WILL BE NEEDED?:i E1,ECTRIC X PI,U'MBING NIFCHANICAL
DESCRIPTION OF WORK TO BE DONE: Roof Mounted Solar- 25 Module 1 0A 25kW
USE OF BUILDING OR STRUCTURE: Residential Single Family Dwelling ---
NAME OF BUSINESS:
Total Square Footage tinder roof: 0 Square Footage of alter ation/addit ion: 565
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 buildinf s.
alterations and additions)
* I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I & 2 family dwellings)
* I hereby certit)-, that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements or 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 01' Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not tyrant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT RFViFWFD 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 AG ENCV(S).
PRINT NAME: James Sandefur SIGNATU:RE
PHONE #- 9162356441 EMAIL: permits@v3e)
CHECK BOX IF PREFERRED TO III.
COF 'NTACT1) BY :-MAIL
'THE F ING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: V45
Permit Valuation: $
Setbacks
A pproval to Issue,/_
Occupancy Group: )e-- .3�
1 Fire Sprinkler: YES NO —
Front:
Electrical
Division:
Building Depth:
Left:
Plumbing
Zoning:
I 3uiJ.dmg Width:
Rear:
Mechanical
Occupancy Load:
4Grease Trap
Right:
Hood
Plan Review Approval:
Date: 16
Building Permit Fee:
Site Plan Approval:
Date:
Plan Review Fee:
Fire Department:
Date:
Lot Drainage Fee:
Public Work,, Department:
Date:
Sewer Availability Rate:
Health Department:
Date:
Water Availability Rate:
Aru)roved for Permit:
Date:
Total Fees:
t
I Lot Drainage Submitted: Approved:
PO RrX%11}4_GRAPEV1NF IXM099i81?)4W:3165 rr H
I Total Amount Due-
DDRESS
1337 Airline Dr.
Grapevine, TX 76051
LEGAL
Sky Harbor Addition Blk
6 Lot 7
A 7
S220 6
*02770482*
PERMIT HOLDER
PERMITTING DEPT
V3 ELECTRIC
(916) 235-6441
COLLABORATORS
•PERMITTING DEPT
V3 ELECTRIC
(916) 235-6441
OWNERS
•Bmlk Llc
INSPECTIONS 1
1. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)James Sandefur
**APPLICANT PHONE NUMBER 9162356441
APPLICANT E-MAIL
VALUATION 30375
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
DOCUMENTS - MISC 01 APP BUILDING PERMIT copy.pdf
DOCUMENTS - MISC 02 CONSTRUCTION PLANS.pdf
* ZONING DISTRICT R-7.5
APPROVED TO ISSUE ELECTRIC YES
FEE TOTAL PAID DUE
Building Permit Fee, ($150.00
Flat Fee) Simple Alteration $ 150.00 $ 150.00 $ 150.00
TOTALS $ 150.00 $ 150.00 $ 0.00
READ AND SIGN
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).
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Residential
Alteration
Project # 25-000056
Project Description: Roof Mounted Solar- 25 Module
10.125kW [ELECTRONIC REVIEW]
Issued on: 01/21/2025 at 12:11 PM
MYGOV.US 25-000056, 01/21/2025 at 12:11 PM Issued by: Connie Cook
Page 1/2
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49)'-)RobortJM,iWwwN Project Into
Parkway, �Ujt(?: 100
Owner:
Kelly Blown
EI Dorado Hills, CA 95707
A d d i c-, s:
1337 Ali lino Drivo
1(844)837 5937
6rapovine, TX 700', 1
County.
Idn'1111
APN:
2770482
License Number 108614
Coot dinate,
32:025853, -QT07Q27'1
Ckm, Phono:
(530) 744-5080
Max, Min Ternp:
48, LID
Fillarltjllp,
Sonnova
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SITE PLAN
P3
SITE PLAN LARGE
P4
SINGLE LINE
PS-P6
LABELS
P7-END CUT SHEETS
IqUiptllerlt Summary
MI Mfp,, JA Solar II
Module: IAM`,4',3I-405/MR/I500V ('10'W)
Module, Uty 2 ')
DC SASIeFn `,1:'P; 10 12 1, kW
AC Syc;letn Sizp, PI hj kW
Racking: Uniw NXT Unrount Rod- 168' MIRL (168RI-Mi IYr)
Ati,-Itchment: t )I dra( SIuccghold RA Clamp Mill(SHIBUMM-) L6)
Invoitelt: hiphaw 102PLUS 72-M-U�
Morrizoring, I'llph'Ise Envoy
(AI ounding, L'IC C) 6t ounding hjgti (61314)11T)
-111 21M, HE 4 t.',A
APPLICABLE (I
1. 2U21 INTERNATIONAL BUILDING CODE
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2. 2021 SITE. RNNFIONAI. RISIDENTIA1 CL)DF
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12/27/2024.'
RONRIDGE RAIL
MIN 2" - MAX 10"
CLEARANCE
IRONRIDGE
HALO MOUNT
lo
w 54 ol
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IRONRIDGE RAIL
ATTACHMENT
COMP SHINGLE
1/2" PLYWOOD
-DECKING MIN
5116" 3" LAG SCREW
2.5" PENETRATION MIN
N
A
72"
11V muchAlt-
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25 Fnp[3,,el()8PL(_JS-?2Mt[S
optimizer
N/A
PV Wtpr
Fnph,-ise Envoy
A( Dkconnec!
OOA, 600VA1, WmA 3R, UL
Racking
I niia,. NXI'llmount Rid 168' MILL (16SPI-M] US)
t ritrac Stronghold Rail (limp MjlI(14ABI,JrYLM) I J',)
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F.?S" ibovo mof w/ Uni"rut Pipe Clamp
Roofing Type
(omp Shingle
Boot Structure
I 1,mry, )xG Riftets (,,) 24" OC
Art ay I ilt (Dpgoos)
27. 2020
Azimuth (Dpgqper )
41115 Rub(,i t I Matthews
r,mkwjy,',uitp 100
Fl Dorado Milk, CA 1)1,762
I (P,44)8 3 69' 7
NOTFS
E
L IFN r INFO
90, 180, 360
Redd! l 1,11,41 poilit Load
1,yslotll ',we (w)
10 L2S
7 Number of klodttlr,=:
_2 Module Wpipl-it ea. (Ibs)
47A
VlGdUk W6911t (Ib5)
Rat king We
6& /5
F,0,il WF,Lpht Added (I[r,)
12`13,15
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12/27/20242—',,
0Single Line Diagram
25 40nW FV Modules U 12':f kW 5ynterii
String 1: 13 mudulf's 5)01, Wart',
5ti ing 2: 1) Moi - 4860 Watts
String 3: Modules - 0 Watts
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Toral Numbed 01 MOHLA", 21,
Max Moritiles Per 1,trinig 13
Total Number ot !,trii 2
Number of Inverters In
"Mar Modulf" Spocficiations
jAM'AJ 105/MR/1500\/ (405W)
Opr,raiting (urront (Irnp)(A) 12,qs
( )pPrating Voltagr- (Viep)(V) ? 1 t
upf-rl (Air trit Voltage
(Voc)(V)
Shorl ( irt air tuiroot (Isc)(A)
Max Power (Pirmax) (W)
Max syqrain VoII,, [x (V)
Sot iw, Fuse Ii.iting (A)
micto fifvefiet Specification
Max Power (W)
440
May. Voltiga (V)
60
0pera-,ing, Range (V)
21, 58
Shott t hicktit Clittent (A)
2t
Output Pitamoters
Peak Power (VA)
;00
Max hint. Powet (VA)
)90
Win, Curfew (A)
1,21
Nom Voltago (V)
240
Norn, Frequency (H?)
W
Max Units per 20A Btanch
A
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12/27/2024 2:56 pm
MODIFIED BY ALEXIES MANALO
Wx,it- 1—d"
41125 Robert I Matthews
Par kw,i\,, Stvtp. 100
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Required Labels for Solar PV Systems
(5) 2020 NEC 690,56(C)(1)(b)
SOLAR PV SYSTEM IS EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN x�
SWITCH TO THE "OFF"
POSITION TO SHUT so as Ettr sicw
DOWN CONDUCTORS PnNE
OUTSIDE THE ARRAY.
CONDUCTORS WITHIN
THE ARRAY REMAIN
ENERGIZED IN SUNLIGHT
(2) 2022 CEC 690.56(C)(2)
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
- 3) - 2022-CEC -69-0.13(B
SOLAR AC DISCONNECT'
(4) 2022 CEC 690,31(D)(2)
WARNING: PHOTOVOLTAIC
POWER SOURCE
(7) 2020 NEC 69034
PHOTOVOLTAIC SYSTEM
AC DISCONNECT
OPERATING VOLTAGE )40 V
OPERATING CURRENT
ID COLOR TEXT LOCATION
1 RED WHITE AC & DC Disconnects
2 RED WHITE AC Disconnect
3 RED WHITE AC Disconnect
13,
4 RED WHITE All enclosures that contain PV system DC conductors and every 10 feet
Main service panel when RSD does not shut down conductors within
5 RED WHITE the array (NOT applicable to SoarEdge systems)
6 RED WHITE DC Disconnect
7 RED WHITE Main Service Panel
F-P -'NUI P„ANE. M FIE" I �,N -
Any service panel where Sum of All Breakers rule is used [Nl�
TH,�� �iOF r� Al !%U,
8 RED WHITE
70�,12(B)(3)(3)] (only some battery systems)
9 RED WHITE service panel where 120% rule is used [NE( 70S 112(13)(3)(2)j
jAny
10 RED WHITE Tie in location and MSP
ADDITIONAL NOTES
All labels shall be durable, weather resistant material suitable for the environment with
white lettering on a red background in Arial or similar font. Labels meet the UL 969
standards for this application as well as the CEC requirements for labeling.
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CAIENI INFO
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Easy to install
IQ8 and IQ8+ Microinverters
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DU221RB
DU222RB
Safety Switch, 30A, Non -Fusible. 2-Pole
Safety Switch. 60A, Non -Fusible. 2-Pole
D223NRB
Safety switch, general duty. fusible, 100A, 2
poles, 30 hp, 120 VAC. NEMA 3R. bolt -on
provision, neutral factory installed
ELI
sh,pp.9 ..d ord.rr"B
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CAIFNI INFO
133 7 All 11, L11 IV,'
V;T&N
Gvn-nr� Dinly, Noli-!-IsiWe-
salety sivAch
DG221URB
Dimensions,
Heighl'o 2r.
,Width: G 1IFd
vyegpt*=: L-
Notes-'.�;ARN
- - - � � S !-' 3 �eI , "� 0-es".
Warranties"
Pe" :;ate Q' �t
Smcificahons:
Type, GonE. ,y !Vc!°-Fclmls
• Amperage Bating; 3-'A
Enclosure: N`f,'A 3R
Enclosure Material: pa:M'd SAe;.
Fuse Configuration:
• Nuirupe, Of Poles,
Number 01 Wrres: T',
Product Category, r, D,it, iI—
VoRage Ratmq-421
Supporting documents:
Cernhcafions.
+ UL L tSh f
Noduct ,iouenumce- '&)
IENT INFO
13 7 Aflh,,, I ,IV
j5,40) M4
Eatr)n generni'duty nolf fustbie
ty swi"d
DG222URB
UPC: 11-44'-nV
Dimensions.
Haunt: -4 !N
Lemquh� 7 '.3is ii,
Width, ` _a IN
wetqgd:'i Ll4
Warrant'",
Specifications:
.Typa:�n-ks,�ii
•
Antiperage Rating. ',.-,A
Enclosure: NE"'V, --k R-lic'C'j,
• Enclosure Material, P'n n!.,-
Fuca Configuration:
.Number Of Pole.:
Number Of Wires: T
Product Cntegory,
Voltage Rating: 241-
Supporting d.c.n ents:
Certifications:
Product corafilumae: Vs!-' —.'-V
Earian genera! duty ;.ort-fu;;ibie
L'x'.ty svii'ch
DG223URS
UPC:,'.-,!'! !17�.
Dmensmns:
Realm: N
1'efugth: jr!
.Width: " if!
Weight: 1 <; , E
Warranties;
frc- '1"1:= s'!-, re -I
Swifications:
.Type
Amperage Ranmg�
• Endo lure; N,-?," ,sr''.
• Enclosure Material: Ps ic-q')'13'!,--',-' 5te-:;
Fuse Configuraurm: N
Mtmgtar Of Palos:
Number Of WlreS; T,,o f,
product Category: `-'c'""r�=,xr.;, ;...
Voltage Rating: ,I:v
5
Supporting documents,
Certifications:
Product rohmlnuiM N',-) i•..i-j
API I, 'AICT—LAN�
rE-
Lk- I fl',Oi:
W-7111-jis 1 F C.
. .............
SolarMount Technical Datasheet
Pol, 1006024tovi 0,10-2010
SolarMount Module Connection Hardware........._ ............. ................ 1
Bottom Up Module Clip , ... ... .... ' - — - 1
Mild Clamp .. ........ _2
End Cianip.,
SolarMount Beam Connection Hardware ........
L-Fool
SolarMount Bearns.._.
Ii BF +:If Chi S1 f:� Ai. S. Tl33"
h
kn, 1
Bottom Up Clip material: One, of, the toiruomg r,,VU.trd ti,ch-n-11
Soda" Nut htr.ryssn see afloys 6Q)pZ-T5.W05_T5,r,)61-Tr,
O"Cly, ultimate tensile: 33h sf, yield 35 ks
Finish. Clai Anodized
Bottom Up Clip weight: '0C3l IL'S 114gO
tacan, AllroOnble, ano design loads are valdi ,bar, Components a!e
rer, assembleo-th Sclariviount sense Led" according to ak,thonz 4
UNIRAr, docurnants
P iero, mblevothore 20ASTMF593hoes, site -, 20A3TrOPb94
serrated flnogr. not and one 10lat i,.isher
USE and ',ghteo to 10 f`,-rS of tordne
1.
Resistance factors a at safety lactora are r1ete.j.q,ro;! arico'dtor; .O
!,,all I Wc;l.r 9 Of the 2005 AWIPMUI Des yn 'JanUllorld 9111a
Pa 1,; testras&s from an IAS accredited rahrn ry
Mod'ile adge most be full; sopporied oy the beam
NOTE ON WASHERlosedi,Ma5her or bolt head s,d,a of as'drobly
00 NOT install'washer under serrated flar.ge qut
Applied Load Average Allowable Safety Design Resistance
Didectrom Ultimate Load Factor, Load Factoo
lbet (NJ us, (N) FS he 0
Torsion Y+ 15(,"6967, 686 30521 225 :038t-4615; 0552
y Transverse Y, 11<`3?531p? .1 _3 427 2 1 17441
S 6og Z. 66 ;TdT� 27 -19z cnil! 0 6 la
(-.I.IENT INFO
1,11v in—n
13:ri Arlm- u,�w
y4ld
cra"'?
Mid Clamp Material: One, of toc '011"Ing e,dluded awrnw,im
alloy, ty00f:-T6 f, 105 T 5 60iil -TG
ulbhrmdetonsdiln381`5Yala 35ka
Fquatc [lea, o> Ovid, Anod,;Tod
Mid Clamp weight:0 CID ro, t23gf
Al1ov;aN;e` .`11 design loads on, V"10 when -,rnporebts areassfort, so according M a,oh_raa1_1NjRAC dr-rim-ts
Values represent the a!lor,fece air- des go load rapacity of a single
mid Clamp ascenla:y had used .,Ch a Solalkro.nt Sencs need, ro
naam a mcdore in the d,re-tioo indicate"!
Asserible nod clamp n,ah One Un,rac t,t-20 T-bor and one't 21,
ASTM F 694 ser rater! flange iw' ,
Use ab'$ seize and tighten kc 10 f- los Of toi qe
Resistance factafs and safety fa:' fs are detan-nined acconfiorl :0
part I section 9 of Me 1-005 Arum,num Des ad Mamjai and third-
party test results from an 1AS accred red dDaratori
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor. Load Factor,
to$ (NJ to% (N) Fs� Iris (N) 0
Tenscii Y� ��02, iEn987 89l °9e3j 2 27 Q46i5l �chf' - 0 6f�-,
7t 52c f2313r ZZ9 t 101 i_'7 1 0 A15
S ding Xj !0 1al �312! 4vO F2 z �79` 4 -1 741
Applied Load
Direction
End clamp material: One of the fel0wing e1coided ain,111011
alloys 6001,_T5,6!0,5,1-5 6061-T6
Ultimate tensile: 38k5t, yield 35 dst
• Finish: Clear ov Dark Anoblized
End chimp weight: varies hased on height--0.058 3bs,26g)
• Alto,,�ablo and design load$ are valid ihen con'Poreots are
assembled aQcooj.nq to aothwzed UNIRAC dodur toos
• coldre, represent the a!lowat'e and des,grr road --idac ty old single
end clamp assembly �heh used om a Sclartlourh serves beam is
noam a module in file directorr indicated
ASSemble mthl one Unitas , 20 T-dolt and ads �. -20 A13Th4 F5W
serrated flange not
• Use anti selze and tignt" to 10 ft .1tts if torque
Resistance factors and safety rectors are deternmem arzomlo
par,, I sectrOn 9 of the 0005 A,,rhm.w Das,grr Merida slid third -
party test teshlxs !turd an IA,`',a,�<ovhtedl laao,atoi)
Ph.dores must bemstnlled rha3s^ I �,,n from either end of beam
Average Allowable:: Safety Design Resistance
Ultimate Load Factor, Leads Factor,
(bslN) lbs(N): Fs lbs (N) 0
Y� 13�11 ol"u'Ej 921 t-_352' _'.50 1,00 3557 0,60A
6? „7)t =4 4 58 el f92 330
sliding X1 142 rE30; w2 t231; 2 72 79
si-
31
� -Foot material: One rf'ne frilOing ex?^;jreW,,!innnc,n,nic-is
606I-M
propmas
Units
solarmoum
Be, , a Mon o HO
Ultimate tensile: M.k,, YOO IF ks,
Boarn
Finish: Clear or 0311, Ar,z-*0
L-yoravdaght: , nes
do .! ft)
Off
0811
12-i
A111-9do an, des gI` ;cad' cnmr�crenrs we
�h
Elva
a5se'nlded wSORFNIOun' Ad a, neards aro-d.rig ro dt„tl-oxaco
-c"O C,ss
6-6
LUIRAC doc,jmerts
For the beam to L-Fact connection,
in
e"a �1
-Assenlre�& one Al-'Mvlr5�n3 I- -!, Cne, reacsceand cne
Facoo N�,
AS-M F5q, ,� - sedated flange ^;ff
do (Y-Axa)
n
0 113
r 221
ae'In'
U and fignZen to
Ras s: fAdOra and sarety factors are orde,rdinec acModqg 10 naq,
Of lnedta,X-Mis:
I sod — 9 oflIo 2005.A1um,n-,,I Design ano lhfd-paf•, t a,
Y
A
fesJls iron, an ]AS aM daed Iab0r.lnt)
Vrnerl of inerti.a ;)`Amsi
In-
v 1).,4
NOTE; Loads are given for the L-Footto beam connection only; be
Rao,,�s
sure to Chock load limits for standoff; lag screw, Or other
of G� canon�X �A�,�,
it
289
1 170
attachment method
Ra*cs of (Gaul, -Ax's!
M
0 254
502
Applied Load
Average
Safety Design Resistance
Direction
Ultimate
Allowable Load Factor, Load Factor.
to$ (Ni
has (N) FS filas (N) 4'
L=
176b
23.1 1 1, 41 646
T-nsi,n �1-
1,359 p,2cqi
"07 :314-41 2 r s 106i, :471,5i rj ti-q
('0IIPIIaV;n Y-
3i 144)-}
1 Vf� � ,3rl l, 2 4?, 2004 0 6
fw-- A=
486 i i I Q i
i11 dli)n 228 321 � !43(,j rl 664
SLOT FOR T-BOLT OR
HFX HEAD SCREW
B
2x SLOT FOROTTOM CLIP
1316
SLOT FOR
/3'HEX BOLT
387
Soo,m..-,r Saari
Q IF NT INFO
f,liy
I 3; 7 PII, hn,
SLGI rf)R-, iaXfOR _-, I )?a
'T M.-
�Sw r
'1 1, ,
brMc, IP
t 1
H,x Sni-,T
TZ)7--i
Y I . ...... 1-479
A
'Sotart,10.,1, HD Bea,
CILIFNT INFO
1 13 1 Ai I,- Pnv,
l5slli :'44 50,:n
Engineering Alliance- Inc
05 January-2023
Unitrac
1411 8104li-ay 91,11, NE
Albuquetclue, Nrvl871()l
Tel .1052426411
Atfti.• Engineering Department
Subill": follful U-111,11 SOIARNIOUNT Flush Rap svilt"n ov'soppon Proonwaun, rs"'J'.
The Uac SOIARMOUNT Flush to�aciof is an "Juncorl"t 'all SYTtear that r, Ingmelold to held most framed 501,"
modules to a roof structure and iu�talod parallel iothe roof
We have reviewed the SOLARMOUN't system, a li,coneupy mounting system con,tructe of from coodula, part$ wh rch are
anvindal for rrefunt, m,uRuj,O. or _Le PrallOvaeft,ta led) ccao4s; unit have reviewed th,+ U-Builder 2.0 CTrr.o toot 7h., U
Builder 2 0 software include, analysis for the SOL ARMOUNT Ohis ISM I IGHT rail. SM STANDARD rail, and SM HEAVY DUTY calif
Will' Standard and Pro Series bardware. Ail information. data, and analysis are, in i"'orlarancC With the following codes. city
ordinances, and typical SpeCriCaTtotl,
Codes: 1 2019 & 2022 California Building Code, by California Pudding Standards Commission
2. ASCE/SEI / ]b P*cnaluo, Des„ r coach, for Buildings and ouln, Structures.
3- international Building Code, 2018 & 2021 Edition w/ Pt clvi,rctns front SEAM PV-2 2017,
4 international Residential Code, 20IS & 2021 Edition w/ Provisions train sEAQC pe-2 2017,
5, AC42& Acceptance Criteria for Modular Fixating Systairs, Used to Suppott Photovoltaic (pxij panels
Nonuctude, 1, 2012 by LCC-CS,
6. Aluminum DestgriManual, 2015 & 2020 Edition.
folmoroe, are typical %pe,_ricanoft, to meet the Anise code iequironli
Design Criteria: Ground Snow Load -0 100(psf)
Basic wind Speed 85 19opricip
Root Mean He'lmd = 0. 60 dirt
Joenialct-0 45(dots ev,)
Exposure Category - 6, C & D
Attachment Spacing: Per U Budder 2,0 Engineering. report,
Cantilever, The maximum Cantilever length is L13, whiefe"L" is the Span noted in the U-Budder 2.0 online
Tool.
Clearance: 2" to 10' clear from lop of roof to top of pit, panel
Tolerance(s)i 1.0" tolerance for any specified papicnsks, to this report is allowed tot itistallation
Installation Orientation: See SCRARIVIOUN L Rail f 041, lostallattiso Guide-
morturnill on the long side,
Portrait , PV Panel short dirn—ion is p,11-11"I to toesOlfave fair, of the roof and the PV panel is
MiCiplacd on the short sure,
1603 Apu h1,3,&,vhTy, Srg,i, L,Ird. TX ?1479 Pu: ii-Q 84;!, %75:=
Engineering Alliance, Inc
Components and Cladding Roof Zones:
The C(orpollen" and Cladding Roof Zen,, shall he determined bAl®rd On ASCE/SW-IG Component and Cladding design,
Notes; I U-Bodav'r 2.O ClOfire, cold analysis (I only (Or Unitas: SM SO[ARMOtJNr Rail Flush systems
only and do not ,irclude roof capacity check.
2 Risk Category if Per ASCF 7-16,
3, I-POrpaithic falicir, kit r, 10,
4. Allay Edge Factor Y- - 1,5
5. Average folustscit height is O.0 it,
6 Iffirld sprold,arl. IRFD tafoov
7. Attachment spacings) apply to a seismic design category k 0, less.
Design Responslblljftd:
Theel Butfdcr2,0 design software is intended to be used under the responsible charge of registered design Professional where
required by the authority having jurisdictiou, in all cases, this u-builder 2.0 cipiware should be used under the direction of d
design with "'iffiticrit vtructural tingi--la; foruw1viihe and uxperienceto be able to -
Evaluate whether the U Builder k,0 Softwaves applicable tothe project, and
• Understand and determine the appropriate values for all input parameters of the U-Builder 2.0 software
This letter certifies that the Untrue SM SOLARMOUNT Rails Flush, when installed according to the U-Builder 2,0 engineering
report and the manufacture spcibratconsQ in Compliance will, the above codes and
This verification excludes evaluation of the following icompoberfts:
1) the structure to support the loads anposed o,, the building by theatlav, including, but not limited to: strength and
deflection of structural framing members, fastening andior strength of roofing materials, and/or the effects of show
Atcuroulation on the structure
21 The thtacument Of the SM SCLARMOUNT Rails to the existing structure
3) The capacity of the 501jr mocifirle. brion, to resist the giads.
This requires additional knowledge ofthe brulifireand is outside the scope of the certification of this racking system.
Please fuel bar to call for any questions or clarifications-
Prenatod By EA E l"; r i, N
Engineering All'ami," Inc
Sugartand,TX
if
etam
T"F
T,
L T
Scrrj-'r. Onto 05-,lAKi)^
-o,03 Ao,., 'vi-,low vv,,, 9cp,, t,),n it 7479 11b siV8lb,,;2�!
�:-i7
7
TrITMIPTUTIM.W.7ril
Applications:
• Div -Cite- boxes and Layers protaLl Wiflild d0ltes
swishes. hierarchic. components and lermand
blacks in my, damp raid wet localrone,
Acce"mis wh-actil imihetpr provides a convenient
virall"' to malmarti a, Chance 7, aisamr.
'cl, coeducturs and makii splices
Junctrort box it,, brand, conduits
Features/senelfits.,
Alloy X380 trimamom certified zinc alloy and stainless
steel spends provide mcoussed corrosion ras,sunco
(ye -cast OntNuchort and industron desum combine
to produce A rugged protective enclosure tar droncer,
on many applications
Clean cover edqp,,, provide good rissketaeactig
Precothi and machined surfaces cannot safer
'he polling
• Cleat UL and cubic content mmkrrafs speed approve!
by inspectors
Convenient mounting logs for a variety
of mounting methods
Securely fastened foothronq playas reduce coally, cat rye, is
Standard Materials:
Doses. Die-cast aluirammil case, A380
• Cover Plates Stumped aluminum alloy
of certified die-cast zinc alloy ZWK 3
Cases Line: Corofired die-cast zinc alloy zAMAK 3
C[ IFNI WO
77)01)ZOS0. resew sur.
.ftft its'
1 13 1 1,v- A-230 atit! V i�
630) 7114 9080
Standard Finish:
- Po-ov'r-combed Polish
compliances:
UL' Wind AIL hie No. E-2tpim
Boxes GSA Certified with factory installed ground screw"
Covers* CSA Certified
Covers suitable for use wet reactors with covers closed
CCB and CCT se -es ccvu,s sunalif, lot use in *at locations
Federal spec. V'J-C-W
NIMA 3A Rated
Sample Specifications:
Unworsal device bases and covers shall be of mutrinaint
she,,, A380 and Certified zinc alloy. Ail conduit stops shot
he free of rough edges Covers shall have staisess steel
springs Covers shall be 1; iwaal won pooner-coartal paint
Universal device boxes and covers shall be RedoDot
Catalog Ito . ...............
Mmumam same so
st(oney fastened moni
plates
Cents ton-restalant mideltrals s
Powder -coated finish
Ground sc,ethricluded
Precisain-ma0med threads
Clear UL and cubic volume mark,his
Toot seR X- 11Fn
AP .IVED
Build hq Insleaction
1*24
TmiS
Tt R� J, Slllc, s 1 41 1,
A F, i
AU CIA_1Ti(1si tIrl; F t
i Envoy-S
300=
Too Enphase coml-uwafions qateway dele; suzr j:,,=jct On ano energy
co-sumption data to EriphasQ E,.iqhwn wonaunng iol anahsrs eoft-,,ia;e fot compreheosive, Bernote-
maintenance and management of the Enphase Sy5tem
V.,an pfoctuorion metoting and conoornobor morvtoiinq oprom Envoy-S I, the platform for iota: ene-qy
management wd integrates w,th the Ennhase AG Bitter/,
'A VY
city-c!f, Its$
ED
Butici g fnspeqll_i
24
_MODEL NUMBERS
EZ
%
ACCESSORIES
fill .ut
I
POWER REQUIREMENTS
CAPACITY
MECHANICAL DATA
I tj �fr
c
_INTURNETCONNCCTION OPTIONS
All I C5 '1
t r
COMPLIANCE
CjAF FIT INFO
enphase m To teamore aooui Enphase NACroinvrter leChnolOg,% enphase
1337 4 hr, I D , c E
i5311j P14 '✓IAO