HomeMy WebLinkAboutRevisions; Modules ChangedOFFICE USE ONLY:
DATE FILED: J
REVISION FEE:��
LOCATION/SITE
ADDRESS:
6147 Arlinati
PERMIT # 2103-�-02,,22n5
RECEIPT #
PLANNING & DEVELOPMENT
BUILDING & CODE REGULATION
2300 VIRGINIA AVE)
FORT PIERCE, FL 34
(772) 462-15
APPLICATION FOR BUILDINTPE
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Modules changed to 31 Silfab 370's and a SE10000 RGM Inverter
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: EC13009924 ST. LUCIE CO CERT. #:
BUSINESS NAME: Titan Solar Power FI
QUALIFIERS NAME: Scott Portier
ADDRESS: 901 Armstrong Blvd
CITY: Kissimmee STATE: FL ZIP: 34741
PHONE (DAYTIME): 855-729-7652 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
FAX:
ZIP:
ZIP:
FAX:
�® -
vw� 01.14
7Ia41 `�� or P, i1ko I File COPY
PROJECT DESCRIPTION
NORTH
N
2 LOCATION MAP /WIND ZONES
N.T.S.
3 IRRADIANCE MAP
N.T.S.
co
EXISTING ELFCTR.0 AL VET =k
PV D: ISCU IdECi
....... _...
1
��
i
VI3 F®R
p4CECOMPLIA
�,COunITY
,�-�. LUCIEC
g0C
SYSTEM CAPACITY: 11.47 KW DC / 10 KW AC
OPTIMIZERS: (31) P370 BY SOLAR EDGE
INVERTER: (1) SE10000H-US RGM BY SOLAR E
PROJECT INFORMATION
PROJECTLATITUDE 27.536248 MINAMBIENTTEMP I 3 ^C
PROJECT LONGITUDE -SD.385727 MAXAMBIENTTEMP I 34 •C
WIND EXPOSURE B
AHJ SAI.TLUCIE
MAX WIND SPEED 158 MPH
DRAWINGS INDEX
C-2
I
SAFETY PLANS
E-1
ONE LINE RISER DIAGRAM
E-2
SAFETY LABELS
S-1
STRUCTURAL PLAN
S-2
RACKING PLAN
D-1
PV MODULES DATA SHEET
GENERAL NOTES
PER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ
SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
COMPONENTS ARE DESIGNED AND APPROVED USING THE
STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
FLORIDA BUILDING CODE.
APPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES, NEW ELECTRICAL CODE, NFPA 70 AND NEC 2017.
ALLWIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND
GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A 7• TO A MAXIMUM
27• (2/12 TO A MAXIMUM 6112 PITCH ROOF IN SCHEDULE. ALL
RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0" MEAN ROOF HEIGHT.
ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,
AND IT IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL
HOLES.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
EDITION OR LOCAL GOVERNING CODE.
y�
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
�
/
CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
' , `
���
G ��2 /j
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
TORQUED PER DEVICE
AA .. • • • .
ENSE ' • SO �j
LISTING, OR MANUFACTURERS
RECOMME ATIONS. NON -CURRENT CARRYING METAL PARTS SHALL
\\\ vP
ED FOR PROPER GROUNDING.
_
83404
REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
Lg `
.
ATTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
€'
SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
APPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
'
••••
PAGE FOR MORE INFORMATION.
�
i ss►
�j
S•�
RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
X°
O •.
�� •,.•
MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING
.
�/
• • • •
WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
CONTINUITY.
3 D RE N D E RI N
ROOF PLAN VIEW
1
I B OS LOCATION
... ��
4��
MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
N.T.S.
N.T.S.
BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4-1
AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
HEIGHT MUST BE LESS THAN 60 FEET.
DOCUMENT CONTROL
DATE
CAD
QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR
LOGO
L
T T I T A N
S0 LAR POWER
-
CUSTOMER:
ADAM BOOKSPAN
SHEET NAME:
COVER SHEET
ISSUED FOR PERMIT
02-23-21
LB
JIG
ENGIPARTNERS LLC ................ Digitally signe
C.A.32661 ,.E P.Dor+rz''"
255 GIRALDAAVE ; PQ,: cexsf- s f; by Rafael A
r s11aa 'Gonzalez Soto
CORAL GABLES, FL 33134 ' t%fiI'Sr E
- s, KY 'Date:
DESIGN@ENGIPARTNERS.COM ``%'°v�•'•-`foxloS'�,W�a 2021.06.07
"'"�fssj���a�EN�
23:13:33 -04'00
833 - 888 - 3644 1
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592�''
(813)982-9001
#EC13008093
REV
DESCRIPTION
DATE
AD
QC
PROJECTADDRESS:
6147 ARLINGTON WAY
FORT PIERCE, FL 34951
?FD ,,'P- F d-',IT' r; 3?E
OF 05-21
AP
NT
PROJECT ID:
TSP65700
ENGINEER OF RECORD:
ENG. RAFAELA. GONZALEZ SOTO, PE
SHEETTITLE: G`_1
PARCEL NUMBER:
1312-501-0102-0004
DATE:
02-22-2021
SHEETS:
1 O F 9
DOCUMENTCONTROL
ISSUED FOR PERMIT
REV I DESCRIPTION
REEUCED P.- ;, 3TEk' 5.7F
"PROPERTY SIDE FACING STREET"
SAFETY PLAN
N.T.S.
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
Digitallysigned
C.A.32661
by Rafael A
12221 N US HIGHWAY 301
255 GIRALDA AVE
eGonzalez Soto
CORAL GABLES, FL 33134
/' >"''i"-°i.�• =
THONOTASASSA, FL 33592
,✓.�.�.y,,4�•
-.tW ; Date:
DESIGN@ENGIPARTNERS.COM
' of:<on�o�'A¢c` 2021.06.07
''•..SS/
(8131982 -9001
23:13:39 -04'00'
833 - 888 - 3644
#EC13008093
CONTRACTORLOGO
§TITAN
S O L A R P 0 W E R
.ON OF NEAREST URGENT CARE FACILITY
NAME:
ADDRESS:
PHONE NUMBER:
NOTES:
1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
CUSTOMER:
ADAM BOOKSPAN
PROJECTADDRESS:
6147 ARLINGTON WAY
FORT PIERCE, FL 34951
PARCEL NUMBER:
1312-501-0102-000-4
SHEET NAME:
SAFETY PLAN -
?ROJECT ID:
ENGINEER OF RECORD:
SHEET TIRE: C_2
ENG, RAFAEL A GONZALEZ SOTO. PE
TSP65700
DATE:
SHEETS:
02-22-2027
20179
WIRE SIZES, QUANTITY & TYPE
WIRE TAG j CONDUCTOR j NEUTRAL GROUND
QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE
i I I
RACEWAY SIZE, TYPE, LOCATION & INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
125% OF WIRE DE -RATED CALCULATION
RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDUIT
OUTPUT SIZE &TYPE LOCATION ABOVE ROOF CURRENT WIRE AMBIENT # OF FINAL DIST. VOLTAGE DROP % FILL
OCPD
CURRRENT I ' RATING TEMP COND. AMPACITY
DC (BEFORE JB)
6) #10 AWG PV WIRE
N/A
1 #8 AWG BARE COPPER
NOT APPLICABLE
UNDER ARRAY
1/2" TO 3-1/2"
15A
18.8A
20A 40A X 0.76 X 1 = 30.4 A
10 FT.
350V
0.11%
6.4%
DC (AFTER JB)
(6) #10 AWG THWN-2
N/A
(1) #8 AWG THWN-2
3/4" EMT CONDUIT
I ABOVE ROOF
1/2" TO 3-1/2"
1
$A
40A X 0.76 X 0.8 = 24.3 A
20 FT.
350V
0.21 %
8.1 %
AC (INVERTER TO METER)
(2) #6 AWG THWN-2
(1)#6AWG THWN-2
(1) #8 AWG THWN-2
3/4" EMT CONDUIT
EXTERIOR WALL
"N/A"
42A
52.5A
I 60A >, 75A X 0.76 X 1 = 57.0 A
5 FT.
240V
0.1 %
7.7%
I
I
STRING #1
1
A1.1�
A�1.2
A1.3
A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 j A1.10� : A1.11
EXISTING UNDERGROUND SERVICE
240V/120V 200A BUS BAR
STRING #2
. a .... - r.
3 #2/0 THWN-2 1
A2.1 I A2.2
A2.3
A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10;?
(
..............
ETE
1
'
<
z
INVERTER TOTAL OUTPUT: 42A
12 i SAFETY RATING 125°/ 52.5A f
4
2 '
10- 11r01A1
f'�%51'Si7"tGPD: bU7�
3
-
l50A
MAIN BREAKER RATING: 150A
PV RAILS TO BE BONDED WITH #8 BARE WIRE t
< �/
�-
$
40A
50A
BUS BAR RATING: 200A
STRING #3
}
- - <
UNPOSED 60A
< 60A
°
120% BACKFEED RATING: 90A
1 A3.1
B3.2
B3.3
B3.4
133.5
63.6
B3.7
133.8
63.9 B3.10 }
1
t 7 --
�
-
_
NEMA3R
�
�
1 #6
1 1 // OUND
THWN-2
BE
- >~
LIl~�
L.L.�TED
-
``` NZA
`F2
.-
FROMMAINP 0ANEL 0A TO 1 0A. ETO
LECTRICAL
'• S ��
CONTRACTOR ASSUMES ALL
4Wr r,ENSE
RESPONSIBILITY PERTAINING
fie'.' 4 //'•:
cr
=
THE CHANGE.
� .ONE LINE RISER DIAGRAM
N.T.S.
LEGEND:
(31) SIL TITAN 370- NX BY SILFAB
- REFER TO D-1 SHEET 1
2
6 #10 PV WIRE
1 #8 BARE WIRE GROUND 1
3
NEMA3R JUNCTION BOX
3/4." EMT CONDUIT
6 #10 THWN-2
4
1 #8 THWN-2 GROUND
5
SOLAREDGE
6
ND
3/4' EMT CONDUIT
REFER TO D 3 SHEET
1 #6 THWN 2 NEUTRAL 3/4$ EMT/CONDUT
2 #6 L1,L2 THWN-2
7
PV SYSTEM DISCONNECT
8
1 #6 THWN-2 NEUTRAL
9
PV INTERCONNECTION POINT
3/4" EMT CONDUIT
10
EXISTING INTERIOR PANEL RATED 200 AMP
11
GROUND
12
UTILITY ELECTRICAL SERVICE
1 #6 THWN-2 NEUTRAL 1 1 4"rEMT CONDUIT
DOCUMENTCONTROL
DATE
CADjQCI
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTORLOGO
,�.+ A
t I H
+
S 0 L A R P 0 tY E R
CUSTOMER:
ADAM BOOKSPAN
02-23-21
ENGIPARTNERS LLC
255 GIRALDA AVE
CORAL GABLES, FL 33134
""' Digitally signed
, e'�, JC[n e r by Rafael A
_ 3
' ye. :Gonzalez5oto
Yy-/,!`
ia_Date:
TITAN SOLAR POWER FLDATE
12221 N US HIGHWAY 301_,ND?'vD
THONOTASASSA, FL 33592
PROJECTADDRESS:C.A.32661'�'0..fe
6147 ARLINGTON 1
FORT PIERCE, FL
I:'•A'ERTERMODE_
OG-OS21
JLJ
SHEET NAME:
ONE LINE RISER DIAGRAM
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
TURN OFF PHOTVOLTAIC
AC DISCONNECT PRIOR TO
WORKING INSIDE PANEL
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION, TO
SHUTDOWN CONDUCTORS
OUTSIDE THE ARRAY.
CONDUCTORS WITHIN
ARRAY REMAIN
ENERGIZED IN SUNLIGHT
LABEL LOCATION:
AC DISCONNECT,
POINT OF INTERCONNECTION
PER CODE: NEC 690.13 (B)
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 110.27 (C)
OSHA 1910.145(f)(7)
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 690.56(C)(3)
LABEL LOCATION:
AC DISCONNECT
POINT OF INTERCONNECTION
PER CODE: NEC 690.56(C)
� PV SAFETY LABELS DATA
N.T.S.
INVERTER #1
480 VDC
27 A
15A
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.52
Al
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.53
A
f
7 '1 t
AMIZI I r)r ATir)Ki.
AC DISCONNECT
PER CODE: NEC 690.54
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC 690.13 (B)
1,
W
RN.
N1,1
Pm^H°
LABEL LOCATION:
MAIN SERVICES DISCONNECT, DC CONDUIT
PER CODE: NEC 690.31 (G) (3)
&WARN-I':NG `DUAL BOWER SOURCE
LABEL LOCATION:
POINT OF
SECOND SOURCE IS PNOTOVQLTAICuSYSTEM
INTERCONNECTION
PER CODE: NEC 705.12 (13)(3)
LABEL LOCATION:
A WARNING
POWER'SOURCE OUTPUT CONNECTION"D&NOT;".
POINT OF
RELOCATE THIS,0VERCURRENTDEVICE
INTERCONNECTION
,'
PER CODE: NEC
705.12(B)(2)(3)(b)
LABEL LOCATION:
MAINSERVICE PANEL
PHOTOVOLTAIC SYSTEWCIRCUIT IS BACKFED .``
PER CODE: NEC 690.45(B)(5)
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE:
NEC 690.33(E)(2) & NEC
690.15 (C)
LABEL LOCATION: POINT OF INTERCONNECTION
PER CODE: NEC 690.15, NEC 690.13(B)
DOCUMENT CONTROL
DATE
CAD
OC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
(&TITAN
S O L A R P 0 W E R
CUSTOMER:
ADAM BOOKSPAN
SHEET NAME:
SAFETY LABELS
ISSUED FOR PERMIT
02-23-21
LB
JG
ENGIPARTNERS LLC ,,,,,A��oNZF,,,,,•, Digitally signed
C.A.32661 by Rafael A
255 GIRALDA AVE e33o9 ^"-Gonzalez Soto
CORAL GABLES, FL 33134ii[:`�."rr, 3
:r sn�o! ;Date:
-a• S
-=.9o'":<ORLO*.%�4,� 2021.06.07
DESIGN@ENGIPARTNERS.COM-,ESyyaAEN� ,,�
23:13:57-04'00'
833 - 888 - 3644
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813)982-9001
#EC13008093
REV
DESCRIPTION
DATE
AD
QC
PROJECTADDRESS:
6147 ARLINGTON WAY
FORT PIERCE, FL 34951
C,N•.- ''-ia
Oo'-05-21
AP
NT
PROJECT ID:
TSP65700
ENGINEER OF RECORD:
ENG. RAFAEL A GONZALEZ SOTO, PE
SHEET TIRE:
E-2
PARCEL NUMBER:
1312-501-0102-000-4
DATE:
02-22-2021
SHEETS:
4 OF 9
SOLAR
-TYP
ROOF
LOCATED AT
OF ROOF TRU:
WOOD TRUSSESK
LOCATION - IN:
MUST VERIFY
ARRAI
TILT=23°
AZIMUTH= 2261
WEIGHTED AVERAGE
WORST CASE MODULE: ZONE 2r: 32%
ZONE 3r: 68%
50.20 (0.32) + 70.81 (0.68) = 64.21 psf
ROOF'S GENERAL NOTES:
1- CONTRACTOR/INSTALLER TO VERIFY ROOF
CONDITIONS FOR PROPER INSTALLATION OF THE
PV SYSTEM. '
2- CONTRACTOR/INSTALLER TO NOTIFY THE
OWNER IMMEDIATELY OF ANY ROOF
DEFICIENCIES AND/OR REPAIR REQUIRED TO
INSTALL THE PV SYSTEM.
3- FOR DOES NOT ASSUME ANY RESPONSIBILITY
FOR THE INSTALLATION OF ANY PV SYSTEM ON
DEFICIENT ROOFS.
4-CONTRACTOR/INSTALLER ASSUMES ALL
RESPONSIBILITY TO INSTALL AS PER
MANUFACTURER STANDARDS.
"PROPERTY SIDE FACING STREET"
--EXISTING ELECTRIC METER
PV DISCONNECT
PV STRING INVERTER #1
ULTIMATE WIND SPEED 160 mph
NOMINAL WIND SPEED 158 mph
_RISK CII
EXPOSURE CATEGORY B
ROOF TYPE t� GABLED
PRESSURE ZONE: 1&2
MEAN ROOF HEIGHT: 14.8
PERIMETER WIDTH: 4.32
Kn 0.85
KZT 1
KH 0.575 1
VELOCITY PRESSURE q = 0.60'0.00256' K HK7TK%QV2'
VELOCITY PRESSURE (ASD) 18.73
EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.5 1
EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -1.5
EXTERNAL PRESSURE COEFFICIENT Z2n 0.7 -2.5
EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.5
EXTERNAL PRESSURE COEFFICIENT Z3e 0.7 -2.5
_
EXTERNAL PRESSURE COEFFICIENT Z3r 0.7 -3.6
INTERNAL PRESSURE COEFFICIENT 0.18
ZONES
PRESSURES
(PSF)
MAX. 1 MAX.
SPAN (FT)' CANTILEVER (IN)
1
-31.47
1 4' 1 16"
2ej'-31.47
2' 8"
2n -50.20 2' 8" —
—A — - -
_ .v.cv c
3e 50.20 2'
o
8"
TOTAL ROOF AREA
TOTAL MODULES:
2,89A24 sq._ft .
31
TOTAL PHOTOVOLTAIC AREA:
611.80 sq.-ft
WIND LOAD (PSF):
-64.21
TOTAL WIND LOAD (LBS):
-39,283.85
TOTAL ROOF MOUNTS:
83
TENSION FORCE PER MOUNT (LBS): 473.3
LEGEND & SYMBOLS
OBS ROOF OBSTRUCTIONS
ARRAY #
XX.X MODULE #
STRING #
GpNZAt� �i
�� P�;GENSF••.• G �� PV MODULES
�Q:' • .
-
O• -- -- TRUSSES OR RAFTERS
ROOF MOUNTS &RAIL
ST
i� • O .... • ���Al
--- -
'!'' y • •� \ •��e — MAX. DE I IFIED
IN LOAD: 79.3 psf
APPLIED WIND LOAD: 64.21 psf
i
NOTES:
-INSTALL MID CLAMPS BETWEEN
MODULES AND ENDS CLAMPS AT THE
END OF EACH ROW OF MODULES.
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONE
FOOTING ON BOTH SIDES OF THE
SPLICE.
TAZIMUTH= 136° (SE)
STRUCTURAL ROOF PLAN & PV MODULES LAYOUT
i
F--39.4"--��
�
SOLAR MODULE
N.T.S.
DOCUMENTCONTROL
DATE
CAD
QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
*TITAN
S 0 L A R P O W E R
CUSTOMER:
ADAM BOOKSPAN
SHEET NAME:
STRUCTURAL PLAN
ISSUED FOR PERMIT
02-23-21
LB
JG
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
,,,,,,,,,,,,
•"`'GONzq"' Digitally signe
,°�� °:'--: �Fl �',
: FQ.:.pcetis q/ or -by Rafael A
-`
SotoCORAL
�1//f�;, !�(y cTHONOTASASSA,
sT>Tt Y Date:
'-.,9of:.`tanioP-'�«W�; 2021.06.07
23:14:03 -04'0
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
FL 33592
(813) 982 -9001
#EC13008093
REV
DESCRIPTION
DATE
AD
QC
PROJECTADDRESS:
6147 ARLINGTON WAVGonzalez
FORT PIERCE, FL 34951
T _
U6-05-21
AP
raT
PROJECT ID:
TSP65700
ENGINEER OF RECORD:
ENG. RAFAEL A GONZALEZ SOTO, PE
SHEETTITLE: �+
S_ 1
PARCEL NUMBER:
1312-501-0102-000-0
DATE:
oz-zz.zozl
SHEETS:
5 OF 9
31
., _. CrassRaii End Clamp L-Foot
CrossRail48-XL `......... _...... _._........ _................................. --- - — —� —
A 2�
2 t
Me hamcal Properties
�.i
Section Properties
l,..i
7 i
..... ._ ... r -
~.-. Technical data Technical data
"
"an � ZA4
•x . ......-..'.,.-..-...BaSuxn: '3" -+• •1.v n ,i, -11 vx,•.+.. tr„a+v ...
nx r
:i�s
LAG BOLT PULL OUT CALCULATIONS
- - -- - - - - --
i
l< = Ae $3
N o•
Spruce, Pine, Per inch Thread Depth 2661bs
<
W
SS Lag Bolt 5/16" x 4" Min- Thread Depth _0'-3" I
�
s
7
•'.
`
Wood Strength x Thread Depth = Pull Out Strength
•`
A
♦`
266 lbs. x 3 in = 798 lbs.
Allowable Pull Out Strength per Lag Bolt 798 lbs. I
�j�®� ' •
FL
` ••• ��\\
_
Max. Pull Out Strength Required per Lag Bolt 473.3
Lag Bolt Pull Out Strength Safety Factor-gg 1
i
C OSS
RAIL END CLAMP
1/4" SS 18-8 BOLT
1/4" SS SERRATED FLANGE NUT
pOv�
REFER TO DWG D-1 FOR DATA AND
SPECIFICATIONS FOR PV MODULES
EVEREST CROSS RAIL (48 - XL VERSION)
FILL SURFACE WITH MORTAR
L-FOOT
ROOFDECK
UP
FLEX SEAL BEFORE AND AFTER
INSTALLING STANDOFF BASE
RAFTERS 24" O.C.
V 5/16" SS LAG BOLT
5/16" SS FENDER WASHER
TILE ROOF MOUNT DETAIL & DATA
DOCUMENT CONTROL
ISSUED FOR PERMIT
REV DESCRIPTION
N.T.S.
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A.32661
255 GI RALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTN ERS.COM
833 - 888 - 3644
ENGINEERING STAMP
Digitally sigf
by Rafael
,Gonzalez So
;',�1�•eajCf
- -. STATE 'LF `Date:
2021.06.07
23:14:10 -04
u Crossnaii t'L%lid Clar p
FLUSH MOUNT SYSTEM SPAN'TABLE (inches)
60 CELLS PORTRAIT OR LANDSCAPE ,
EXPOSURE B
ROOF
SLOPE
(degs.)
WIND
SPEED
(mph)
GROUND SNOW: 0 psf
ZONE 1
ZONE 2
ZONE 3
110
96
89
77
115
96
86
74
120
96
84
70
130
94
80
65
7"-27"
140
91
73
60
150
87
68
56
160
93
64
53
180
1 75
57
48
Uni-Rac Specs. Lag pull-out (withdrawal) capacities (Ibs)
in typical roof lumber (ASD)
STAINLESS STEEL Lag screw specifications
Specific 'IS" shaft, •
gravity per inch thread depth
Douglas Fir, Larch
0.50
266
Douglas Fr, South
0.46
235
f;
Engelman Spruce, Lodgepole Pine
0.46
235
(MSR 1650 f & higher)
Hem, Fir, Redwood (dose grain)
0.43
212
}
v
Hem, Fir (North)
0.46
235
N O_
Southern Pine
0.55
307
FL -
I
Spruce, Pine, Fir
0.42
205
1
Spruce, Pine, Fir
(E of 2 million psi and higher
grades of MSR and MEL)
0.50
266
Sources: American Wood Council, NOS
2005, Table 11.24, 11.3A.
Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural
member integral with the building structure.
(2) Lag Bolts must be located in the middle third of the structural member.
(3) These values are not valid for wet services.
(4) This table does not include shear capacities. If necessary, contact a low] engineer to
specify lag bolt size with regard to shear forces.
(5) Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque.
(6) Withdrawal design values for lag screw connections shall be multiplied by applicable
adjustment factors if necessary. See table 10.3.1 in the American Wood Council NDS
for Wood Construction.
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTORLOGO
0.0 TITAN
SOLAR POWER
TOPCOAT
FLEXSEAL" MEXSEAF LV
TOPCOAP nfl(SFAL _FLExaE YTECH aL 4TA
Lag Screw Installation Guidelines
ana oo4:ss,c."a•"w
1. Determine location for the Mount on roof by drilling
center of truss from bottom with 5132' drill bit.
.......".�...m s Iwl
ryp45w"� M "
2. Mark mounting holes for Mount on underlayment. Me
should be centered on the trusses.
mm I•+wIft.- Er,fi ,,,.,.
3. Drill 15164' pilot hole.
..mww.>w•,.,...w.
m.%
4 Apply sealant to bottom of Mount.
,N 5. Place Mount over roof underlayment with holes in roof.
6. Apply sealant to bottom of Mount, apply sealant to lag
ow"..w,w,•.n,w "s a..•K�m„awM «,".
fasten Mount securely to trusses.
0e6
7. Apply additional sealant to top assembly to be sure all
ws.waw wew,"„•a ". ma.wwwa"aa •>r>i.>. •nr •'•�n1°�em
are sealed.
ITEM— - -- - --DESCRIPTION
NO_
1 CAP SCREW. HEX HEAD. 5116'-18 X 314' UNC-2A. GRADE 8
2 OBASE,1.114-ID, FOR 5116'HAR DWARE,A360CASTAL
3 LAG SCREW, HEX HEAD. 5116-X Y, 2INC
OTY.
1
1
2
4
POST, 1.25" OD X 6 5'. 6063-T56063-T6, MILL
1
5
WASHER. SEALING, 5116-IDX I—- OD, EPDM BONDED SS
1
6
WASHER, FENDER, 5116- So X V OD. 18.8 SS
1
7 i
WASHER. SPLIT -LOCK, 5116'I0, IBA SS
1
8
CAP SCREW, HEX HEAD, 5116--18 X t' UNC-2A, 18-8 SS
1
Eachmount kit 1,12 per box) includes:
f.a5: d.UMin�llt =Base
aro zinc< ted ..
• Alu. ,,.m pos 1 >. ', 4.6 ,cs", 8.� cr 1i.5' �� >
rPDA1 ho ^Icd staff^less steel >eRli lgwasher.5!1•'"xl-l%4" � �.
StSisloss steel machine bet:, 5 6' x 1" �h„
„t..ln,ese stc_3'ender washer, 5!le"X 1• !
r S13lrleSS Steel Split loc k washer, Sit''
Glade a machme belt, 5116"•3'4" 0 c
FWshingsize lilt:minum Rash:ngs;(cr b,J[up rco(typos mly)areasellable from QJrk ltountw in 4"wit au- tsold
sepal5telyj..
Puliour!shear P.zighl Pulloutllbtj Shear(Ibl]
tow Slope T" 2031 803 ,
Low Slope D" 3L131 :G3
Len. Slope 12 3031 519
roofs needed >'Tape measure ^
for , ChaJ; line
instalLadon , caulkinggcn ,
>gooF.ng�compatlbla hashing al:J relater, e. ;erymaingmate4as ..
Drill v.id, 1/" ' b t "
Drill or impact gun, il, 112' Jeep 6ecket - -
U STAINLESS STEEL LAG SCREWS
INCLUDED WITH ANODIZED FINISH
pplicable TPO,?yG 5PD4.1 llupn4t ft: bituminu var41wd1fed I: vatuaily all other nonrrelaflob:;3lcpe'
,of types roofs
.........
vaitable AI mill
RIShCS Bronze i .dasd
E—
DISTRIBUTED LOAD CALCULATIONS
V MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT + 3.5 LBS) • (MODULE QTY) = (44.4+3.5 LBS) • (31) =1 484.9 LB
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING WEIGHT / TOTAL ARRAY AREA = 1.484.9 LBS 1571.60 SOFT
ADAM BOOKSPAN
ADDRESS:
6147 ARLINGTON WAY
FORT PIERCE, FL 34951
1312-501-0102-000A
=160PSF`
Al
RACKING PLAN
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A GONZALEZ SOTO, PE S-2
TSP65700 DATE: SHEETS:
02-22-2021 6 O F 9
SIL 37O,NX mono PERC
S 4 I fa b
SOLAR
Subject: Update to Silfab's UL 1703 Mechanical Load Test Ratings
To whom it may concern,
Silfab Solar Inc.
240 Courtneypark Drive East
Mississauga, Ontario, Canada L5T 2Y3
Tel: +1-905-255-2501
Fax:+1-905-696-0267
Web: www.sitfabsolar.com
Email: info@silfabsolar.com
February 10th, 2021
Thank you for your choice of employing Silfab PV Modules in your PV rooftop projects, some of which can be
located in areas with above normal windload design requirements.
Silfab Solar Inc. has made recent targeted efforts to extend the mechanical test load ratings under the UL
1703 PV module standard for Silfab's residential PV module product offerings with regards to extreme uplift
design load needs, namely the PV modules identified as follows: SIL-xxxNL, SIL-xxxHL, SIL-xxxBK, and SIL-
xxxNX.
This letter serves to clarify the achieved maximum test load ratings, and the associated design load ratings,
according to the following modifications to the design of the module's mounting locations under a 2-rail
configuration which must be followed in order to ensure compliance:
(i) SIL-xxxNL and SIL-xxxHL: the mounting/clamping locations must be made along the long edge of
the module frame and be spaced apart 1100mm +/- 25mm in a symmetric/centered fashion.
(ii) SIL-xxxBK and SIL-xxxNX: the mounting/clamping locations must be made along the long edge
of the module frame and be spaced apart 1200mm +/- 25mm in a symmetric/centered fashion.
As long as the design and installation of the aforementioned PV module types follows the guidelines above,
the maximum test load ratings in both downward and upward orientations have been confirmed as 119psf
(5700Pa) which corresponds to a maximum design load rating of 79.3psf (3800Pa).
Sincerely, oNZALFZ
'I `` `�`v • SE
Itai Suez, PhD — Vice President of Product Development
Silfab Solar Inc.0169.
DOCUMENT CONTROL
ISSUED FOR PERMIT
REV DESCRIPTION
Y .. .._ _C ,:0
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ ENGIPARTN ERS.COM
833 - 888 - 3644
ENGINEERING STAMP
—r Digitally signe
A coxza�Fl•,, by Rafael A
P .:.
* .` i..aaioq/; `•t IS nzalez Soto
5Ts` Date:
90'<og}oP''�wQ, 2021.06.07
- 23:14:17 -04'0(
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813)982-9001
#EC13008093
Test C:onditimis
STC
NQi;T
Module Power (Pniaz)
\17P —
3711
266
tA%aximumow! valtage(Vpmax) �m
v
372
33.7
ldtaximum power current (II)rnW
A
1Q 0
7.9
O enarcuitvol[a e�luc)
.__....
V
44:8
.......... ........._...._........... _. .. __ ............. ............
407
Short cncuit current (Ise)
5 _—
8
Module efficiency
... ......... ......... _A_....
'/,
-
._ __ T10 _
20.2
— _..__ _.._.____
18.2.. ...__�...._ ___._.__
Maximurnfftem�olt e(VDC)
\/ _
1000
Seriesfuseratine
A-70
$cn s�railat:.r w;ibnNcn rein+-ncc r. �odui�s Ecm Fraunhoier Instimtu. E!ac;nrtl
Twnperat.,e:, fTic., nt lse _ � � � 0.064 W*C
Tern cp ature Coefficient \/oc -0.28 %/°C
Temperature Coefficient Pmax 0 36 0l°�
NOCT (*-2`C) 46'C
Modulewei ht 44aL0.416, _...
Dimensions (1-1 x L x D) 72.13 in x 39.4 in x 1.5 in
edtaximum surface load (windisn<:w)` 83.5!112=8 Ibrft 2
Hail im r.ict resistance u 1 in a151.6 mph
Cells 66 - SI mona-PERC - 5busbar,6225 x
C last 0.126 in high tr vnitlarice, tempered, DSM anti
Cables and connectors (rirkr t., n ; air Ma G 4r 2 in, o 0.22 in, AAC4 from Stau
Backsheet I tlgh du. abi m! xip i i r hs tr loses nd t !V_iesistint_e multi Iay.r dick
Frame _Anodized Aluminum (Black)
B Tx+ss diades _.. _ w3dio,ics 30SQ045T (45V rn x 01C bla-l;in+vg oltage, 30Am
Junction Box .- ...__. UI-.3730.Certified• IE<' 62790 Certified.
"' StL37O 1`IX mono PERC; "'ry
Module product we: warranty 25 year "
Linear power pe rfiermance guarantee
30
PV backsheet
forward
25" vear _? 82.6% end.301
Product IEC61215-1!-1-1!-2"'.1EC61730-1/T" CSA.C2'2:2k61730-1!-2,IEC 62716
ArrdnononrsinrtaIFC61701:2011SaItM&tC6rcosioi,Certifed UI..F,__ ireRaIi.%,T re?_
Factc _,,15,9,0�1 2015
Al trua.l es a-pt Cli'Ora California it
4' Modules Pe: Pallet: 26 ""Modules tee, Paiet 26
e Pallets Per Truck- U "g Pallets P•er Truck: 3
-odt,1e3 PerTm-k 88a a8 i.•tc:duie, Pa rnicK 832
to Warning, Read the Saferyand InstallationtvManual for
mouritingspezifi'cations slid before handlingi instaTngand
operating mocu!es
12}'ear erten�aEle to 25;p rs subect.t.. reg�statnrj and coiuii- 1
dons outivi4d under Wamanty'gt www:nlF 63ilarcom.
Certilcption an CEi; Ilstmg in pr gmss.
PA,N files generated from 3rd party Performs n6e de to are
available fordovn load at
www. ilf bsola coin!dov:nlbads:
tJ' TITAN
::fit::•.
Silfab�
sw.tR.
Pik
CONTRACTORLOGO
TitarrSolar Pourer
525.W gaseline Rd
firlesa,AZ 85210
Te1855 SAY 5nLAR
I tsansolarpo ver.corn
mfo a diansolarpower
aiIfab Se1arI66:
240Ccurtneypa kDrry .East
Mississauga ON LST2Y3 Canada
TO+1 s.05_5 roe I Pax +19 s 696-0267
info(al)i'iabsoarccr,iviw,%:safabs0accor!
S!lfab Solar Inc.
800 Cornwall F'1Ye
eellingharn INA 98225 USA
T_iA 360-569-4733
v"
TITAN
SOLAR POWER
ADAM BOOKSPAN
PROJECTADDRESS:
6147 ARLINGTON WAY
FORT PIERCE, FL 34951
PARCEL NUMBER:
1312-501-0102-000-4
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SHEET NAME:
PV MODULES DATASHEET
PROJECTID: ENGINEER OF RECORD: SHEETTITLE: .I
ENG. RAFAEL A GONZALEZ SOTO, PE D- 1
TSP65700 DATE: SHEETS:
02-22-2021 7 O F 9
PV power optimization. at the module -level
ff Specifically designed to work with SolarEdge
inverters
ff Up to 25% more energy
I Superior efficiency (99..5%)
ff Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
ff Flexible system design for maximum space
utilization
Fast installation with a single bolt
1 Next generation maintenance with module -
level monitoring
i Meets NEC requirements for arc fault
protection.(AFCI) and Photovoltaic Rapid
Shutdown System (PVRSS)
I Module -level voltage shutdown for installer
and firefighter safety
Power Optimizer
For North America
P320 / P340 / P370 / 400 / P405 / P505
INPUT
—
Rated Inaui DC P er' 320 3=i;
370
- 4 — 405
l 50S
W
Absatu[e Maxi urn Inpt:t
V?t - 48
"Joe et€OvresttentCeraturej
60
8J 'i). S�%
!
83��
:Hc
MPPT Clxaraioq Range 8 - 46
GO
rda+Trv,;n=. 5'1Ort:.;;r�i� i=ursen't i
WQ
13.1
( 14
A.dc
Maxim::rn OC i-Pu! Cu.^.xtnt I 1"r
• 't
( 1 r_;
Maximmeur Ir 5c_n:• ,
--- ---- ......
�.
... ------..__
_..__.__......._.„....._._..__....... -......... ................ -._............. ........... _._.-............ _..-..... _........ .............
----
_.-.__.____.._................ _
.... .................. ................_.._._._._..._............._................... ._.
.. _._._. .._.
OUTPUT'DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
tel3x;tnum Output Current I :,l;i
_.._._................._..... ---__---_................_ .._............__
... va _
t 4 t �85
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE
INVERTER OFF)
..,.j��......, Vj _Nltage par
-'. i 14 iKli
_—...._...... _.--___......—..... _.... ....................................
_...__.—_--__._-.—_ _..
STANDARD COMPLIANCE
Er C -art1S Cass B, !EC61C _ ..2. IECot W-f .3
CG2t[ 9- t idas; a .s'elvl. .
__.___-_..__.._._._._......__.._w_____....._._____...__ __.._._.__..............__._.__......_.._.__........_............ ............... .___............ _......._._..-----._._..__........... .......
__
ROHS Yes
INSTALLATION SPECIFICATIONS
r�tarim.m Aui;.veL Sync:n
Crmeatiuie In:,erlers
_....__._........__.........____...._...___--------....._....._..-----'--...-'---..._..._......
ti;Y3
Aii .k^,i `r:rr•� S:ro,2= Pt'aSF-` a^ Tlrea Ph,=se invertrs
2;c
_—
Dimensions(WxLx'r)
.................__-__..._
4jx153x335i
129x153x2-.5i5.1x6x1.7
5.1x6x1.3
1t9x159x49-SJ
S3x6.3x1.9
124xtb?.X59J
K
5.i6.dx2's
--
mto in
Weight, (ir luting cables} _._.._.._..__.
-
_ ._ 630 i 1.4 1 50 J 1.7
_....
E 845 / 1.9
1064; 23
gr J ib
Input Connector
?.tC4':9
Ot:tpul Wre Type i Connector 1
Doublti Insulate is MC4
Output''Wire- Length
0, 55 / 3.0 --�- 1.2 / 3.9
m J ft,
tnPtttY7ireLength I
0.19/0.52
rt1Jft
Operating Temperature Range
_40 - .>85 J -40 - :185
Prottect an Rating
Relative Humitlit)v
0 -1C0
-' Rated 4T{..p::.rer ci ttxe mDBt.=;. btrx?ttr Df up tD , `iS5 Power Sa!erar--e;sfxsw�?
`-'+' :'vEC "ze17 rrm:ues max in(zrt vbitagt., oe swt more than i+iJV
a Far other cornc:;.er ty'R5 P*aw contact Sol 'Fdge
20.
Ftinirnutn Sting Length l ip'1 Pic£, P3J(; 8 "0 '8
;Po,ve; opt!"nizer,) 1 Pe J P505 6 8 tz '
Maximum String Length 25 25 SG�%
(Power Optirnizers)
5,70Q (6{70O yr th ! ;
Maximum Posner per String SE760r JS) SET1400• 5250 6002-r { 1275v e W
US) i
ParaKel Strings of Di3erent.Lengths
Oro,
ves
For de'a3.d vrirg wing infomauon refer;oy h?V,Jt.'Ms rcdR=.cG::d'esidefaGi;[niez7S rr„s: ,�.wi .. .
r tt is not a IDv;tc tG srix 114050'so5 with P3ZOJ?3',OrY37f7.'P4;sit in om Ring
AsrnJ::ith m,�_c%sn 30 cpuni:ze,sCw:s n a; mnv NEC rapid aF,¢dovn:evu?(,�cmtssafety vo'rag6 rtl be axm the. 30`: r',., ::nerr
-, tar SE 14.AKUS!SE43_KUS.• it is a%:v_•d to n-sm!! W ca G..smv per ring wtx:n 3 srctr s are com,ect d trti, irr.wter 3 vrrg5 Fxv Lnii'Dr iE43.2XUS) and svt>xs
the maa+nv , parer differMxe belt vea the: s-irg: 4 Up to
"Or St it Is 3?10 ;ea to ioazot up M 1S'Qi#Grtt are :arrr_aeC is thy, inverter i3 stings per u^,t fcr SCEaz6KUS *E3GJ%USr
and "4'en die m :rinum pa'_; d:ffe: eme bcm een v. slings is up to Z000 t'
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I
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DOCUMENTCONTROL
DATE
CAD
QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
TITAN
SOLAR POWER
CUSTOMER:
ARAM BOOKSPAN
SHEET NAME:
SMART MONITORING DATASHEET
ISSUED FOR PERMIT
02-23-21
LB
JG
ENGIPARTNERS LLC ,,.r"""""'• Digitally signe
.``P eONIq(F
C.A. 32661 °pc'``�L��...... lso by Rafael A
255 GIRALDA AVE c i �. np. satw� ; Gonzalez Soto
•' `
CORAL GABLES, FL 33134 = .•/ srnaek� 'Date'
='� "' Scato*'� , 2021.06.07
DESIGN@ENGIPARTNERS.COM '•�„f2SyypNAiEtaG`.`
23:14:26 -04'0
833 - 888 - 3644 1
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33692QO
(813) 962-9001
'
#EC13008093
REV
DESCRIPTION
DATE
AD
QC
PROJECT ADDRESS:
6147 ARLINGTON WAY
FORT PIERCE, FL 34951
PROJECT ID:
TSP65700
ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET TITLE:
D_2
PARCEL NUMBER:
1312-501-0102-ODOA
DAB:
02-22-2021
SHEETS:
8 OF 9
Single Phase
Inverter with HD -Wave Technology
�
for North America
S i n g I e P h a e I nve rte r
SE3000H-US / SE380OH-US /.✓�� ���f U��S 6�00
-Us/ Al
with HD-W*ay.e Technology
e
m
SE760OH-US /' SE10000H-US SE1140OH-US
..
for North America
PART NUMBER
: , .WITH
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US /
OUTPUT
SE1000OH-US SE1140OH-US
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DOCUMENT CONTROL
DATE
CAD
QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR
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LOGO
T I T A N
SOLAR POWER
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CUSTOMER:
ARAM BOOKSPAN
SHEET NAME:
INVERTER DATAS H E ET
ISSUED FOR PERMIT
02-23-21
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ENGIPARTNERS LLC ,,,,,,,,,,,
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C.A. 32661 •�,.��p;GGNZq�F1.,,
4p : VCENSF so by Rafael A
255 GIRALDA AVE
CORAL GABLES, FL 33134 t Ji° 3_�04 =Gonzalez Sot
STATEf Date:
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12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982-9001
#EC13008093
REV
DESCRIPTION
DATE
AD
QC
PRDJECTADDRE33:
6147 ARLINGTON WAY
FORT PIERCE. FL 34951
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P
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PROJECT ID:
TSP65700
ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
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SHEET TITLE:
D-3
PARCEL NUMBER:
1312-501-0102-000-4
DATE:
02-22-2021
SHEETS:
9 OF 9