HomeMy WebLinkAbout22-4031Address: 6005 10-rh St
ZEPHYRHILLS, FL 33542
Phone: (813) 481-0718
Class of Work: Add/Alter Residential I INC
1--ME0MM=
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $34,000.00
Total Fees: $210.00
Amount Paid: $210.00
Date Paid: 5/6/2022 1:26:41PM
Issue Date: 05/06/2022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addon to the requirements of this permit, there may be addonal restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
I I!! I!! I I•I I I R I•I! I!! F
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
M a
CONTRACTOR SIGNATURE PE VIT OFFICEt)
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
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tl N . t."ra an„-.auyn _,esm i ,r-ytovie iweneczfaro.. <ra,astii, i
:a-,. "A", i111 do in c. s,,# �Soei. ia.aue tat a,v not I'sAed to
Dcpailmeat. of Eimfonmerita€ P'ro ection-Cypress Fayhcads, v'Mland p ,at �.'ea
i 'etdaaurfrvlasle,r filer Treatment
Soulhv es€ Ronde Water Management District W:l"s, C;yp.ess Fayhc ids, ,as, AJ,iiing
w my Corps of Engineers -Seawalls, decks, Navigable Walerwa;ys.
Depaqmenl of Fteakh & Rehabilitative SctviceslEnvfrunmcnraa F-calth Un..-rr<fl .
Sopt,, T,'j r,
US Fnvirc t c r,ta; Protection t gency-Asbesias abatement,
Fedoial i vviatif,1n Authority-Rumvaps-
tll ra a,r..l.,ct -�,� „,'yR,r1l u'eelf";:
fl#i is not afliao od in Flood Zone "V- unless expressly g<s tttr'rl.
14 fine fill ut_t_;iai is to he used in Flood Zane "A", it is uo doislood t .... a cl,,awiage : j :<4 ., a
conlpewIing velu„ie wilt be subriAtud at time of perrnitting 4yhich is ptenired by a prcft c74neer
lice.:r,:,ed by the State of Florida.
i , fill . matenal is to be used it', Flood Zone "A" in connection with a peoni-d b o n-�, :
construction, i certify that fili vv ll be tassel otaiy to fill the area v. hin the slernvalL
If fill .,ta(,a€a[ is to be Fised in any area, I certify that use of sisch fill vvil', not zovofseiy vent adiarc"W
p Olen ea. kf rase OF fill is found to adversely affect tadj arcs t ploiwrties, the aver es may ',o r h 1cd ftrr a r 'allnq
tr,o ronddiorss of the building permit issued uncle, the <atlacne d poitolt ai,f : c.�.t o t. for 1v s on" l)
acie which ate cle va(ed by fits, art engineered atwpage plan lr, required,
T lam t . 7s„GEJ41 FOR THE OWNER, t fpamue' m gso,9 fiwh to ir,tor nt the 0esn4s of tio(I fwl n i ,.;.,) fasts in !Ns , k_ a.. E t.. ,-r s;
c< mcn' `^aa s r,_4auetC:a i v .,x •.it ind I ,. ,a „n.tr:er u. £ 6rrm, may Le restOwd for f,.r trico woK t.,� 1 vii k ',.>, w ,i, £ k, n , 12h_. a.a. <r
of , ..�. , €ur,u n .4in+nw {zit=„at <yr. P. pcm,i,,, wsl &! s l t"', co'i,Vil d to tn..a ins,, to liw,u n.. 3 not :z..
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uilafparx 'd.
WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
fLORl A rt o fir
s
O' J aER OR AGE IT J CONTRACTORc.
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V PANELS: (16) Q.PEAK DUO BLK ML-G10+
DOW BY QCELLS
1VERTER: (1) SE500OH-US BY SOLAR EDGE
ACKING SYSTEM: CROSS RAIL SYSTEM 44-X
Y K2 SYSTEMS
ROJECT LATITUDE
28.24477
MIN AMBIENT TEMP -1 ° C
OJECT LONGITUDE
-82.18209
MAX AMBIENT TEMP 34 ° C
AHJ
ZEPHYRHILLS CITY
WIND EXPOSURE B
DESIGN WIND SPEED 138 MPH
r
C-1
COVER SHEET
C-2
SAFETY PLANS
E-1
ONE LINE RISER DIAGRAM
E_2
SAFETY LABELS
S-1
STRUCTURAL PLAN
S-2
RACKING PLAN
S-3
RACKING PLAN
D-1
PV MODULES DATA SHEET
D-3 I INVERTER DATA SHEET
ER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ
OTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
OMPONENTS ARE DESIGNED AND APPROVED USING THE
TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
LORIDA BUILDING CODE.
PPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
TRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017
ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
JSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
DITION OR LOCAL GOVERNING CODE.
LL WIRING METHODS AND INSTALLATION PRACTICES SHALL
ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
TATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
,THER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
ORQUED PER DEVICE LISTING, OR MANUFACTURERS
ECOMMENDATIONS, NON -CURRENT CARRYING METAL PARTS SHALL
E CHECKED FOR PROPER GROUNDING.
EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
AGE FOR MORE INFORMATION.
ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
IANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING
VEER CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
ONTINUITY.
IECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
UILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
SCE 7-16 EQUATION 30.6-1, ALL NOTES IN FIGURES ASCE 7-16 30A-1
ND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
EIGHT MUST BE LESS THAN 60 FEET.
LOCATION r
ZONESI WIND
IRRADIANCE r •
�i.T..s.
NEW AC LOAD CENTER - INTERCONNECTION POINT
EXISTING ELECTRIC METER
PV DISCONNECT
PV STRING INVERTER #'
I
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olzi
w
" c
. `
's qq$
DOCUMENT CONTROL
DATE iCAD
QC ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592 TA
5 O L A R P D W E R
(813)982-9001
CUSTOMER:
RODNEY REHRIG
PROJECT ADDRESS:
6005 10TH ST
ZEPHYR HILLS FL 33542
SHEET NAME:
V 14I`
COVERSHEET
UED FOR PERMIT
04-21-22 1 ORAW
ENGIPARTNERS LLC
OC C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
Rafael
FZ Gonzalez
- Soto
�; , 3
'Z 2022.04.22
,. `° °�
09:20:03
V DESCRIPTION
DATE CADI�,
PROJECT ID:
TSP1205-57
ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
- — —
DATE:
SHEET 71TLE:
----- ---- -- ---
----?—i—
-
PARCEL NUM BEft: .... .... ........... ..... .... .....,.
PROPERTY LINE
I
NORTH
ON
....................... ....
I
I
NEW AC LOAD CENTER -INTERCONNECTION POINT-
EXISTING ELECTRIC METER -
PV DISCONNECT - '-
PV STRING INVERTER #1 1�
FLAT 7
Lem SAFETY PLAN-
11
> .
a,83104'. 0 .
STATE OF
AL
�1�1ttlS�1�`�
LOCATION 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
DOCUMENT CONTROL
DATE ;CAD QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
*TITAN
S O L A R P 0 W£ R
CUSTOMER:
RODNEY REHRIG
—---------
PROJECT ADDRESS:
6005 10TH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
SAFETY LA
UED FOR PERMIT
04-21-22 � OR '�
A`"
ENGIPARTNERS LLC
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS-COM
Rafael A
r..Et Gonzalez
y .,._SOtO
- ZO22.O4.ZZ
'�
TITAN SOLAR POWER FL
12221NUSHIGHWAY301
THONOTASASSA, FL 33592
(813)982-9001
V DESCRIPTION
DATE ;CAD1QC
PROJECT ID:
ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
SHEET TITLE:
C-2
—
j
---�--m
PARCEL NUMBER:TSP1205j57
.� �g.��:Zg
DATE:
WIRE SIZES. QUANTITY & TYPE
WIRE TAG CONDUCTOR
QTY. SIZE & TYPE
DC (BEFORE JB) (4) #10 AWG PV WIRE
DC (AFTER JB) (4) #10 AWG THWN-2
AC (INVERTER TO METER) (2) #10 AWG THWN-2
RACEWAY SIZE, TYPE & LOCATION
NEUTRAL
GROUND
RACEWAY
RACEWAY
RACEWAY
OUTPUT
HEIGHT
QTY. SIZE & TYPE
QTY. SIZE & TYPE
SIZE & TYPE
LOCATION
ABOVE ROOF i
CURRENT
N/A
(1) #8 AWG BARE COPPER
NOT APPLICABLE
UNDER ARRAY
I
I
1/2" TO 3-1/2"
15A
N/A
(1) #8 AWG THWN-2
3/4" EMT CONDUIT
ABOVE ROOF
1/2" TO 3-1/2"
15A
1 #10 AWG THWN-2
(}
(1) #8 AWG THWN-2
3/4" EMT CONDUIT
EXTERIOR WALL
"N/A"
21A
STRING #1 5
- -- - -
T W
A1.1 A1.2 I A1.3 Al .4 A1.5 A1.6 A1.7 ( A1.8
Aj Al
Ar-\
I ,
2 3 4
----- - - - --1 !
PV RAILS TO BE BONDED WITH #8 BARE WIRE [ma1'U9$/[,HD.o.,
STRING #2
A2.1 82.2 82.3 82.4 82.5 132.6 B2.7 B2.8
�x _ �,\J `•. Fes_ t -- .�Jl`-I- k, �::: _ ;#}�-:__J
NEMA3R
- I�IiI II
E AMPACITY CALCULATIONS
WIRE DE -RATED CALCULATION
OUTPOUT
MIN
OC D
WIRE
AMBIENT O
DE -RATES DIST
CURRRENT
RATING
TEMPERATURE CONDUCTORS
1
AMPACITY
j
COEFFICIENT COEFFICIENT
I
18 8A
20A 1
40A
I 0.76 1
1
30A ; 10 FT
18.8A
20A
40A
0.76 0.8 I
24.3A 20 F7
—
26.25A
-
30A
-
40A
--
1 1
--------- ------
40A 5 FT
9
2
ADDITIONAL INFORMATION
VOLTAGE , VOLTAGE CONDUIT
I DROP % FILL %
350V
0.11 %
6.4%
350V
0.21%
8.1%
240V
—
0.1 % I
7 7%
EXISTING OVERHEAD SERVICE
10 240V/120V
p - 3 # 3/0 THWN-2
i
I
INVERTER TOTAL OUTPUT- 21A
TER SAFETY RATING (125%): 26.25A
TOTAL PV SYSTEM OCPD: 30A
2 #4 THWN-2 GROUND
GROUNDING ROD SHALL
NOT BE LESS THAN (5/8 IN)
THE METAL WATER
PIPING SYSTEM SHALL BE
BONDED AS REQUIRED IN
I (A) (1) (A)(2) OR (A) (3). �'° t G0I
..� e
- PER CODE NEC 250.104
104
W
STATEZ -
r 'ORIVA
111fo AL
//1111111
#10 PV WIRE PER STRING
(16) Q.PEAK DUO BLK ML-G10+ 40OW BY QCELLS
2
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
2 #10 THWN-2 PER STRING
1 #8 THWN-2 GROUND
5
SE5000H-US BY SOLAREDGE
2 #10 L1,L2 THWN-2 1 #8 THWN-2 GROUND
REFER TO D-3 SHEET
1 #10 THWN-2 NEUTRAL 3/4" EMT CONDUIT
3/4" EMT CONDUIT
7
PV SYSTEM DISCONNECT - 30A RATED
8
PV INTERCONNECTION POINT - PV BREAKER
9
NEW AC LOAD CENTER RATED 200A WITH NEW 125A MB
10
UTILITY ELECTRICAL SERVICE
11
NOT USED
12
NOT USED
DOCUMENT CONTROL DATE (CADS QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
RGDNEY REHRIG
_.._..__--_
PROJECT ADDRESS:
SHEET NAME:
E LINE RISER DIAGRAM
LED FOR PERMIT 04-21-22 j OR'AW
ENGIPARTN ERS LLC
Rafael A
TITAN SOLAR POWER FL
V DESCRIPTION DATE ICAD QC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES. FL 33134
F GOIIZdIEZ
F ? Soto
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
600510TH ST
ZEPHYRHII_LS FL 33542
PROJECT ID:
ENGINEER OF RECORD:
SHEET TITLE:
DESIGN@ENGIPARTNERS.COM
s s . 2022.04.22
r �'." `�
09:20:46
(813)982-9001
5 L L A R P O W E R
TSP120557-
ENG. RAFAEL A. GONZALEZ SOTO, PE
---------------
DATE:
-
PARCEL NUMBER:
„`ro+;,�P�."^
..,, .,�... ,.,.,.,. ......... .....,.
LABEL LOCATION:
AC DISCONNECT,
POINT 0FINTERCONNECTION
PER CODE: NEC G9013(E)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
PER CODE: NEC 11U.27(]
O5HA191O145(fI(7)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
PER CODE: NEC 090.50(C)(3)
LABEL LOCATION:
AC DISCONNECT
POINT OFINTERCONNECTION
PER CODE: NEC 690.56(C)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
III Hvi ffiffird in
POWER nJTHIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING SOURCES
WITH DISCONNECTS LOCATED AS SHOWN: |
IV - All A11RA1 11 RO- � - I j
LABEL LOCATION:
INVERTER
LABEL LOCATION:
AC DISCONNECT
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC 7O5]2/B\/3
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC
70512/B\(2)CB0d
LABEL LOCATION:
MAIN SERVICE PANEL
PER CODE: NEC O9O.45/E0()
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE:
NEC 08O.33(E)(2\&NEC
LABEL LOCATION: W,- X�11111111//
&111AMMAIN SERVICES G
DISCONNECT, DCCONDUIT
`
PER CODE: NEC O9U31(G)CD 401 ARMSTRONG BLVD, KISSIMW-*�4741
Oft
GENERAL NOTE:/
ADHESIVE FASTENED SIG // A! -
LABEL SHALL BE VISIBLE, REFLECTIVE AI\16,-�Ui ItAdLE FOR
THE ENVIRONMENT WHERE |T|SINSTALLED [NFPA1.11.12.2.1l
WHERE REQUIRED ELSEWHERE |NTHIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
C{}yNPLYVNTHAN��|Z535.4[NE{�11O.21(B)FIELD MAR��|WG].
ADHESIVE FASTENED SIGNS MAY BEACCEPTABLE |F
PROPERLY ADHERED. VINYL SIGNS SHALL BEWEATHER
DOCUMENTCONTROL
DATE AD;QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
T I
CUSTOMER:
SHEET NAME
SAFETY LABELS
UED FOR PERMIT
04-21-22 OR�jAW
ENGIPARTNERS LLC
CORAL GABLES, FL 33134
Rafael A
09:20:57
TITAN SOLAR POWER FL
THOINOTASASSA, FL 33592
V DESCRIPTION
DATE CA& QC
PROJECT ADDRESS:
ZEPHYRHILLS FL 33542
PROJECT ID:
ENGINEER 01 RECORD'
SHEET TITLE:
E-2
PARCEL NUMBER:
I DATE:
0WL_j61kr-% IVI%JLJUL_r
UL 1703 CERTIFIED
MAX. DESIGN LOAD: 83.54 psf
APPLIED WIND LOAD: -31.51 psf
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.
WORST CASE MODULE:
ZONE 1: 77%
ZONE 2e: 13%
ZONE 2r: 10%
30.01(0.77) + 30.01(0.13) + 45. 01 (0. 10) = 31.51 psf
TIMATE WIND SPEED
1401mph
SIGN WIND SPEED
1381mph
3K CATEGORY
11
POSURE CATEGORY
B
)OF SLOPE (')
12
)OF TYPE
GABLED
�TERIAL ROOF TYPE ASPHALT SHINC
ESSURE ZONE:
.AN ROOF HEIGHT
11.30'
MEAN ROOF HEIGHT
5.65 '
8
3.00
0.85
1.0
0.575
OBS ROOF OBSTRUCTIONS
ARRAY#
XX.X MODULE #
STRING #
r
NON -EXPOSED MODULES
EXPOSED MODULES
EDGE MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
> ROOF SLOPE
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.
ROOF INSPECTION NOTE:
S A PANEL IS DEFINED AS
- EXPOSED IF DI TO THE ROOF EDGE >0.5H AND ONE OF THE
- FOLLOWING APPLIES:
1. D1 TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR
2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M)
LOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKD7
LOCITY PRESSURE (ASD) 1 14.29
NON EXPOSED
GE FACTOR: 1 0
YE=
EXPOSED
EDGE FACTOR: YE="51
ARRAY EQUALIZATION
IFACTOR:
Ya
0.7
TERNAL PRESSURE COEFFICIENT Z1
0.7
-2.0
TERNAL PRESSURE COEFFICIENT Z2e
0.7
-2.0
TERNAL PRESSURE COEFFICIENT Z2n
0.7
-3.0
TERNAL PRESSURE COEFFICIENT Z2r
0.7
-3.0
TERNAL PRESSURE COEFFICIENT Z3e
0.7
-3.0
TERNAL PRESSURE COEFFICIENT Z3r
0.7
-3.6
TERNAL PRESSURE COEFFICIENT
0.18
ONES
PRESSURES
(PSF)
NON
EXPOSED
PRESSURES
(PSF)
EXPOSED
PRESSURES
(PSF)
MAX
SPAN
(FT)
MAX
CANTI-
LEVER (IN)
1 -31A5
-20.01
-30.01
V
�16
-31A5
-20.01
-30.01
4
16
-45A4
-30.01
-45,01
2
8"
-45.44
-30.01
-45.01
2'
8"
-45.44
-30.01
-45.01
2
8
-54.02
-36.01
-54.02
2'
8
)TAL ROOF AREA
1759.92
sq.-ft
)TAL MODULES-
16
iTAL PHOTOVOLTAIC AREA:
�17
sq.-ft
1TAL PERCENTAGE AREA OF PV SYSTEM:
19.221%
ND LOAD (PSF):
-31.51
1TAL WIND LOAD (LBS):
-10,655.74
,TAL ROOF MOUNTS:
33
NSION FORCE PER MOUNT (LBS):
-322.90
LED FOR PERMIT
V 17DESCRIPTION
ASCE 7.16 - 29A-7
DESIGNED WIND PRESSURES:
p = qh (GC p)(YE)( Ya)
1 10 100 1000
Effective Wind Area, ft'
DOCUMENT CONTROL I DATE CADIQC1 ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
CA. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS COM
ENGINEERING STAMP
Rafael A
Gonzalez
if
Soto
2022.04.22
09:21:08
NEW AC LOAD CENTER - INTERCONNECTION POINT
EXISTING ELECTRIC METER----
PV DISCONNECT---------- OBS
PV STRING INVERTER #1
OBS
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
eJ
JUNCTION BOX
OBS
FLAT
OBS
CUSTOMER:
RODNEY REHRIG
PROJECT ADDRESS:
6005 10TH ST
ZEPHYRHILLS FL 33542
3'
.....
..
15,,
.
16
SOLAR MODULE
-
IBA
TYP. SEE D-1
ROOF MOUNTS
LOCATED AT CENTER
OF ROOF TRUSS - TYP.
A2.1
A
ARRAY )LA
TILT=12'
AZIMUTH= 271' (W)
H2= 4"
I 112100.1
"X�wkjk I I 111/// /1'/
Noe 8310.1
STATE 0-
10RIO;�L
zo
/1'
SHEET NAME:
STRUCTURAL PLAN
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG RAFAEL A. GONZALEZ SOTO, PE
TSP120557 DATE: S-1
cNc Picict =.m5
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
K2 SYSTEMS
CROSS RAIL
SPLICE FOOT
SEE DATA SHEET ABOVE
INOTE:
SEAL BASE MOUNT TO EXISTING
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
00v
\_�
z25°I°�
SEALANT
0
W Pn.a. PV Y
1,110
CROSSRAIL YETI END
13MM HEX BOLT
LOCK WASH
� l
W�supPar PV ay t. ms - N upp tPV ,� c ms
0.....,_
101
.._ --
CrosvRail Mid Clamp
2X4 RAFTERS 24" O.C.
ASPHALT
P --SPECIFY MIN. SHINGLES
EMBEDMENT OF 2.5"
5/16" SS LAG BOLT
5/16" SS FENDER WASHER
Everest Ground Lug
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine,
Per inch Thread Depth
2661bs
SS Lag Bo6t 5/16" x 4"
Min. Thread Depth
0'-3"
Wood Strength x Thread Depth = Pull Out Strength
266lbs. x 3 in = 798lbs.
Allowable Pull Out Strength per Lag Bolt
798 lbs.
Max. Putt Out Strength Required per Lag Bolt
322.90
Lag Bolt Pull Out Strength Safety Factor
2.47
ASCE 7-16 Velocity Pressure
gz10 = 0.00251 Kzt Kd V2
Where
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
t16} = 832.00 LBS
PER SQUARE FEETIPSF) ARRAY LOAD = PV MODULES & RACKING
WEIGHT / TOTAL ARRAY AREA = 832.00 LBS / 338.17 SOFT
= 2.46 PSF
HENCE ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM
LOAD
gz10 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf)
Kz = velocity pressure exposure coefficient
Kzt = topographic factor
Kd = wind directionality factor
V = basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate wind
speed maps in 2020 FBC.
As an example, for an array having an area of 158.04 sq.-ft., the total uplifting
(resultant) force acting on the array would be -39.1 psf x 158.04 sq, ft. =-6,179.364
lb. Knowing this resultant force, the design engineer can now determine the number
of attachment points and the size of the mounting hardware necessary to safely
carry this load.
Live loads associated with photovoltaic systems are usually assumed to be
distributed uniformly and are small, on the order of 4 psf or less.
BOLT
SHING
>T. 2X WD
ISSES OR
TEES
CE BOLT
_L. OF
ISS OR
TER
SECTION "A-A"
N.T.S.
Laapull=out Iwithdrawal} capacities (Ibs) in typical roof
lumber (ASD)
STAINLESS STEEL Lag screw specifications
Specific 5ji6" shaft, *
gravity per inch thread depth
Douglas Fir. Larch 0,50 266
Douglas Fir, South 0A6 235
Engelman Spruce, Lodgepole Pine 0,46 235
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain) 0.43 212
Hem, Fir(Nonh) 0,46 235
Southern Pine 0.55 307
Spruce, Pine, Fir 0.42 205
Spruce, Pine, Fir 1
(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.
DOCUMENT CONTROL DATE iCAD QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO CUSTOMER:
RODNEY REHRIG
PROJECT ADDRESS:
SHEET NAME:
^,u/ /^`
A V { \ �(—�
UED FOR PERMIT 04-21-22'OR''.,AW
ENGIPARTNERS LLC
RafaelA
TITAN SOLAR POWER FL
DESCRIPTION DATE CADI QC
V
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
rr Gonzalez
; Soto
:� .: 5
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
6005 10TH ST
ZEPHYRHILLS FL 33542
(&T
-
PROJECT ID:
ENGINEER OF RECORD:
SHEET TITLE:
DESIGN@ENGIPARTNERS.COM
%° � 2022.04.22
" "' 09:21:24
(813)982-9001
S D L A `R P Q YJ E R
PARCEL NUMBER:
TSP120557
ENG. RAFAEL A. GONZALEZ SOTO, PE
��
DATE:
1. Determine location for the Mount on roof by drilling through
the center of truss from bottom with 5/32" drill bit.
2. Mark mounting hales for Mount on underlayment. Mounting
holes should be centered on the trusses.
3. Drill 15/64" pilot hole.
4. Apply sealant to bottom of Mount.
5. Place Mount over roof underlayment with holes in roof.
6. Apply sealant to bottom of Mount, apply sealant to lag screws
and fasten Mount securely to trusses.
7. Apply additional sealant to top assembly to be sure all
penetrations are sealed.
Notes: (1) Thread must be embedded in the side grain of a
Trusses or other structural member integral with the
building structure.
These(2) Lag Bolts must be located in the middle third of the
structural member.
— •.valid for —services.
(4) This table does not include shear capacities. If
necessary, • rct a local 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.
Withdrawal design - for r# screw connections
shall be multiplied by applicable adjustment factors
tableif necessary. See # the American
Wood Council NDS for Wood Construction.
DOCUMENT CONTROL
UED FOR PERMIT
V DESCRIPTION
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C A,32661
255 GIRALDA. AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS. COM
MIAMbDADE HI>v DADP I ously
- f'n.D'Cl CO,STROLSECrKiN
Ali 5w 26 Stmu, Room 2 ("S
DEPAR'L]IENT OF REGLT ATORI AND ECONO.NHC RESOURCES (READ 'Nfi, m F l d i
BOARD AND CODE 1D,WNISTRA 1I0,M1 DI4-tSION I ( I. .9hl f' )II .2S99
NOTICE Oi ACCEPTA'NC E ttiNOA
K2 Systems, ELI'
2835 L. N irada Dr. Suite,i
Ft+'isis. CA 92081
SEOi'U:
ffik NOA ', b i rh' a pl bl I and no,g h
nn6. 7tu d ..,nut ot-ubmib,d h- b n. ,,.vcd d a pttd by Mi-6 Dace C..anty RLK-
R. Ix: Cnntt<1 S cnon fo 1" "u Vtiami b 1 C. � Iy and ahrr areas h �ilowa3 h th ,Vuthanry
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Thi, NOA xhail of bt valid alley Fc-pirai dan: .buOI h.I�w. 'Phc Miar i i do County ) nd-, ,,i
S (T Nfi D d Co—ty) d, Ih 1Fb {mamas oth da NL - Dzd C ty} I ght
f hevc It s prW t ......._'d Etstcd ivy qunl ay awvnancc pu pe -, ll Drzx pr d-1 or maU,rvsl im _ to f—C rn�
in dw acecpmd vomit(. d,, me..tioc - Ml Ice hcaxNc of snah testis€ and theARI may hmncdivtcly
6 mMfy p d th—ofs-bpruduct ornaab,ial withinth,:ujwiW,,RRIR tne r,ght
t Dice th e ."P if 't i,det ra .sal by miami-Dade O ty Product C nttml Soct os thnt this product
matcrinl fails to n, e the rrqui ents ofthe apphcable biu dmg c dr
pr 1-1 isapp--d. de bed Ferein and hay been detgsred to w,xTl'wih Chc} loud I 11di,g Code,
ineb,idiug the High V,W ay Hurn— Z.ouo.
DESCRIPTIOR L. FootF P t K:omp FI h'ng AI (Solar Mount
APPRON� kl, DOCUME.NTt D o lakd S li Footh d F'crt}ash C. tp Kit .h i through 9
of 93 pmpamd by K2Sys( ms. dated — 01,1 I2022, .v-ig� 'd and scaled i y Paul K. 7achcr, P.E., Ix' r "g the
Mice ni-Dade Cunty Product Canttol approval stump with Ih.^ Nmiec oI Acceptance: number and appcovni
date by the Miami -Dade Cnuniv Ptodua Contrul Secd -
MISSILE iNIPACT RATIN( Noun,
LABELING: E vb h- shall meat b bc( v,ith F e inauxcfr:.nre of I.g, Girt ;,rate and
Fill—nig 'un— "Miami-D 1eC',unty N-inct Ccnnuol Approved or MIX CA', nule,,a_thawlse noted
hr
LIM7I IITON Ffi N01. En th E F I f t pll h K f. I h, SpoO, E I i, Lr
11 I pt g I—Ii.n.
RENT W AI I hi, NOA..h ti b 'd i 1 -- I I pI 1 ha, b AU I d fia, b e C
h tcc in E, iapplwnbo, build d ' t} if b the p t f,hi,-d -
TER.NUNAIIOr f h 'NOA will 1El ilL,,T r nd t tth - tr be 1 - -
th r I. ,d is e f h - 1 1 pr M. f h NOA d of
n, K' duct; .o snit.,, od f—ling - -v odh pvnio—, sh It mnncnlly b,unun it this NCA Fail— to
ply 11y Ii.nul 1hi, BOA 'i ii b fi., t t 1 f NOA.
AD4ERIISE.MINI: Itu, %0A ( d (by 0i f M -Dd C P d- dill -,d
b th p ani d,,KOy,, is c`c (tame;m.rnn If any Pa x. tent kiln ilpby, d,thcn
t shAT Ix, done � it
INSPECTIO\ A I I11n I .. NOA 111.111 p d it Ih by dv t ro I, dist'Ibumrs
and shalt bet able for n,o sat the'oh t . , t.hc cent a ffiz Building Otflc;al.
11NOA r t itr Fag, i J: ( h 1 ell o,cep( .ai'b_ , tmenGo•r.o
Th, s b uitu.d d, Cntauan ass tc tea: d by C 1 M. Utrera, P.E.
MAN 11m 1u
Mu..nwAoeca F` i��� Ey D F b ry i? 21Y27
hppro+ai Uatt. F bruary i7,2012
Page I
ENGINEERING STAMP
Rafael A
oJ;�r Gonzalez
Soto
2022.04.22
09:21:57
We support P I S'ystemS
Cor Cr fy V-1 cen t Salnx Systems+??
i eehnical Dalm
a;2;n*fi 3 SuUol-,z.,ve,J.
s
„^xpa.hstq Ts..�axthK.nP >A5-z�27
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SPLICE FOOT X KIT ASSEMBLY
s
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA. FL 33592
(813) 982 -9001
CONTRACTOR LOGO
(&TITAN
S O L A R P O W E R
CUSTOMER:
RODNEY REHRIG
---- -- .
PROO JECT ADDRESS:
6005 10TH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
PROJECT ID: ENGINEER OE RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO, PE
TSP120557 DATE: —�
MECHANICAL SPEIFI TI
CELLS61-
DOCUMENTCONTROL
LED FOR PERMIT
V DESCRIPTION
F51TOP BRAND Pv a,
3?��t00
ppy`m, �"p' ,�1
V2B,/
Warranty ' I/ Q CELLS
BREAKING THE 2 % EFFICIENCY BARRIER
aU Q.ANTUM DUO Z Technology with zero pap cell layout boosts module efficiency up to 24.9 I.
r_,�r
1N " T MOST � VESTING
Q CELLS is the first solar module manufacturer to pass the most comprehensive quality
programme in the industry:
The new "Quality Controlled PV" of the independent certification institute TOV Rheinland.
ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti RID Technologyl, Hat -Spot Protect
and Traceable Quality Tra.Q"
EXTREME WEATHER RATING
High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa).
RELIABLE INVESTMENT
Ali(' Inclusive 25-year Product warranty and 25-year linear performance w..ranty2.
/ INNOVATIVE ALL-WEATHER TECHNOLOGY
l.� Optimal yields, whatever the weather with excellent low -light and temperature hehavior.
A r`te, d pt a C T562R:4-i,Gis, ,. _ehcdA(-i50G V. 9f, h}
L SEe data., Yet an �ca o ...•tneriMormaCo ,_
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A.32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP
Rafael A
Gonzalez
M
Soto
x °2022.04.22
"
09:22:12
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA,FL33592
(813) 982 -9001
FORMAT
A,) i, < 41_1 n = 1,26 tr* CindUd�r`g (came)
(1879m,-1045 —=32
WEIGHT _...
..... _._ _.....
48 S b,Q20 kg)
FRONT COVER...
0.13 ,r (3-2 p ,Lies d gl 4s w to _....
BACK COVER
Corr P-itn,:fr-,
FRAME
31ackancd ed a(umrnun
CELL
6 x22,nar< y,tAi Q A•aTUMs I,`rails _.
JUNCTION BOX
2.09-3.98 n x 1.26-236 ;, <0.S9 0,11 �n
(53 101 m 32 60 -.- 15 t9 ) +P57,wtti typ licd-,
CABLE... -..
4,m`Solar.,abh.,.)_. 492 n(12_0 nn),(-)_49.2-,(1250 m-ni..._._.....
CONNECTOR
St=_ubi; MC4; IP68
1 (3
ELECTRICAL CHARACTERISTICS
i
MINIMUM PERFORMANCEAT STANDARD TEST CONDITIONS, STC (POWERTOLERANCE+5..'W
CW)...
POWERALUPP ;., iVV;
3E
390
.0 r}
_.........
:k SH O RT C I R C UT C U RR ENT ... iA1
iY f;4
21..p2
,-.�t1
:E OPEN CIRCUIT VOLTAGE V
45 :P
4. 27
4� 30
45 3�t
X CURRENTATMPP _,... raj
i.059
iD-65..
1071...
10.77
10.83
VOLTAGE AMPP `/.,;
.c fir,
B2
36 88
31133
3739
EFFICIENCY
i9 C,
, s.3
y >0 ,_.....
J'...
_^
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT..
JIVER AT MPP �e',`;
?Hb'.3
iJ2.6
. 1):,
3 0 C i
3!'a.8
SHORT, CIRCUIT CURRENT
3Wj
897
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8,97
900
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�
43 r;i
4265
e 69
1 ,2
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k CURRENTATMPP
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PROPERTIES FORSYSTEM DESIGN
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QUALIFICATIONS AND CERTIFICATES
PACKAGING INFORMATION
J S "' 89 91 I , ,,ma x),
, au-
N A) EJ 1 " 3 3, n 1
x6 6,ibV
ceo�.,.
No-c cnF o.,-s<r,._, ..s. ,a be for. V«d. See cr .eai,a,iea ,.pe.v-"g er.,a nr .or•,"t n:. .ec.� al ,a <c ,e,,_,reox to ..z �o�rr. -.,u app ellos�_rano. dseo.
tn!s —d-1
A
CONTRACTOR LOGO
(&TITAN
S O L A R P O W E R
00Sp c. )--s, w.xe 1.0L" tdre, CA 92618, USA
TEt -49 74R,g6
EMAIL
CUSTOMER:
RODNEY REHRIG
PROJECT ADDRESS:
6005 10TH ST
ZEPHYRHILLS FL 33542
525 W 3 C .e Rd M -: A7 85210
*TITAN TEL SAYS01 AR
S c" A a P H v E 51 EMAIL
SHEET NAME:
UNA A L91 91914 0 N 9A. _ OR
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO, PE - w
TSP120557 DATE: 11
DOCUMENT CONTROL
LIED FOR PERMIT
V TDESCRIPTION
U111 11 �i 1! 1 3111111,11313M
I Specifically designed to work with SolarEdge
inverters
I Up to 25% more energy
I Superior efficiency (99.5%)
1 Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
I Flexible system design for maximum space
utilization
solaredge.com
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C,A, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS COM
I Fast installation with a single bolt
I Next generation maintenance with module -
level monitoring
I Meets NEC requirements for arc fault
protection (AFCl) and Photovoltaic Rapid
Shutdown System (PVRSS)
I Module -level voltage shutdown for installer
and firefighter safety
ENGINEERING STAMP
Rafael A
Gonzalez
Soto
09:22:28
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
Power Optirnizer
For North America
P320 / P340 / P370 / P404/P4_F1 '/P405 / P485 / P505
2aVe I.:Put DC Pow,-
�) 2 71
120 0
- --------
- - --- -----
1 �
'!�K' s
Vd
-------_-- - ---------
Abs,,�.Ma�num
48 0
K
Vdc
tVoc al o,esi iomoelaoufe)
V.PF11 Oper� tMg Range
a 60
- ------------
8
- -----
F� 6C
'3 '0'c `2 5 83
VdIc
R ('it G'cwt "U!reil'
Adc
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maximum Cc r"Put"-wre"It
i 7
i2
........
14 65
.. - -----
12.5 17
A c�c
Malxirdm Effcie--y
91:,
Over,,dT,age Citegory
------ -------------- ----------- ---- ------- ------- --- --------
*UTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
'Aaw"al
V_j, w Rel'tJr'
-----------
I-NSTALLATION SPECIFICATIONS
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ca",pat"Ole nve!�P'
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RODNEY REHRIG
'PR _0JE C T ADDRESS:
6005 10TH ST
ZEPHYRHILLS FL 33542
SHEET NAME:
SMART MONITORING DATA SHEET
PROJECT ID; ENGINEER G �L A.
GONZALEZ SOTO, PE SHEET TITLE FN
TS P 120557 DATE: D-2
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Optimized installation with HD -Wave technology
I Specifically designed to work with power optimizers I UL1741 SA certified, for CPUC Rule 21 grid compliance
I Record -breaking 99% weighted efficiency I Small, lightweight, and easy to install both
outdoors or indoors
I Quick and easy inverter commissioning directly from
a <_martphone using the SolarEdge SetApp I Built in module level monitoring
I Fixed voltage inverter for longer strings I Optional: Faster installations with built-in
consumption metering (1% accuracy) and
Integrated arc fault protection and rapid shutdown production revenue grade metering (0.5% accuracy,
for NEC 2014, NEC 2017 and NEC 2020 per article ANSI C12.20)
690.11 and 690.12
so atedge.com
Sin le Phase Inverter with HD -Wave Technology
for North America
SE300OH-USJSE380OH-US SESOOOH-US SE6000H-US/
SE760OH-USJ SE1000OH-US J SE1140OH-US
OUTPUT
INPUT
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SE760OH-USJ SE10000H-USJ SE1140OH-US
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ADDITIONAL FEATURES
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How to Enable Consumption Monitoring
By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service
panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills
Single phase inverter with
HID -wave technology and
built-in RGM and
Service Panel consumption monitoring
Grid
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DATE :CAD
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I ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
RODNEY REHRIG
PROJECT ADDRESS:
6005 10TH ST
SHEET NAME:
ET
INVERTER DATA SHEET
LED FOR PERMIT
04-21-22 oR'Aw
ENGIPARTN ERS LLC
C.A. 32661
255 GI RALDA AVE
Rafael A
Gonzalez
'�
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
V DESCRIPTION
DATE 'CAD
QC
CORAL GABLES, FL 33134
: Soto
-
THONOTASASSA, FL 33592
ZEPHYRHILLS FL 33542
PROJECT ID:
ENGINEER OF RECORD:
SHEET TITLE:
---------------
DESIGN@ENGIPARTNERS.COM
2022.04.22
r o'
2`" S O L A R P 6 W E E2
LNG. RAFAEL A. GONZALEZ SOTO, PE
Og:Z2:44
(813)982-9001
-
PARCEL NUMBER:
TSP120 J.r77
—
DATE.
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^^ ^^ ^. ^^^^ ^^.^^ ^^.^
J Ww1wi w"m] EM91 P 7P11
YSTEM CAPACITY: 8.4 KW DC / 7.6 KW AC
✓ PANELS: (21) Q.PEAK DUO BLK ML—G10+
)OW BY QCELLS
r'
PTIMIZERS: (21) P401 BY SOLAR EDGE 1 �
l�l���Af1�Y�lYi71I:I�Yc�'�Y� = �e7�
ACKING SYSTEM: CROSS RAIL SYSTEM 44—X
s K2 SYSTEMS
PROJECT INFORMATION
ZOJECT LATITUDE 28.24477 MINAMBIENTTEMP -1 °C
DJECT LONGITUDE 82.18209 MAX AMBIENT TEMP 34°C
WIND EXPOSURE 8
AHJ ZEPHYRHILLS CITY ----
DESIGN WIND SPEED 138 MPH
DRAWINGSINDEX
C-1 COVER SHEET
C-2 SAFETY PLANS
E-1
ONE LINE RISER DIAGRAM
E-2
SAFETY LABELS
S-i
STRUCTURAL PLAN
S-2
RACKING PLAN
S-3
RACKING PLAN
D-1
PV MODULES DATA SHEET
D3 I INVERTER DATA SHEET I
ER FL. STATUTE 377.705 (REVISED 7/1/2017). 1 RAFAEL A GONZALEZ
DTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
71. CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
DMPONENTS ARE DESIGNED AND APPROVED USING THE
TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
-ORIDA BUILDING CODE.
PPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
TRUCTURES.. FFPC 7TH EDITION, NFPA 2018. NFPA 70 AND NEC 2017,
ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
!STALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
DITION OR LOCAL GOVERNING CODE.
LL WIRING METHODS AND INSTALLATION PRACTICES SHALL
ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
TATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
iALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
THER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
DRQUED PER DEVICE LISTING, OR MANUFACTURERS
ECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL
E CHECKED FOR PROPER GROUNDING.
SQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
iALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
AGE FOR MORE INFORMATION.
4CKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
ANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING
/EEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
DNTINUITY.
ECAW ND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
JILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
SCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4-1
ND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
EIGHT MUST BE LESS THAN 60 FEET.
DOCUMENT CONTROL
IED FOR PERMIT
V DESCRIPTION
LOCATION MAP
1111VID 7MOFS
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
NORTH
NEW AC LOAD CENTER - INTERCONNECTION POINT
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
EXISTING ELECTRIC METER
PV DISCONNECT
PV STRING INVERTER #1
W , I. INV I,
I* , •
CONTRACTOR LOGO
T
D L A R P D W E R
CUSTOMER:
RODNEY REHRIG
PROJECT ADDRESS
6005 10TH ST
ZEPHYRHILLS FL 33542
02-26-21-0080-00100-0250
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TSP120557 SATE: --
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DATE
CA DO
ENGINEER CONTACTINFOR
OINEERING STAMP
ONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
°R ""
ENGIPARTNERS LLC
CA.32661
255 GIRALDA AVE
CORAL GABLES, EL 33—
DESIGN@ENGIPARTNERS. COM
833-888-364
TITAN SOLAR POWER FL
12221NU3 HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008053
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---
LOCATION OF NEAREST URGENT CARE FACILITY
NAME:
ADDRESS.
PHONE NUMBER:
NOTES:
i. 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
SHEET NAME:
RODNEY REHRIG SAFETY PLAN
WOS IBTH ST
ZEPHYRHILLS FL n3 2 PROJECT ID: ENGINEER OF RECORD:
E NG. RAFAEL A. GCNZALEZ SOTO, PE
—557 D
ATE
02_2621-0080-W1ro-0250 "2L 22
C-2
WKESIZE,'3, UUAN I I I Y & I YFIz RACEWAY SIZE, I YFIz & LUUA I ION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
RACEWAY 125% OF --- WIRE E __ DE -RATED - - CALCULATION
OUTPUT #OF VOLTAGE CONDUIT
QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION HEIGHT CURRENT T OCPD WIRE TEMPERATURE CONDUCTORS DE -RATES DIST. VOLTAGE DROP % FILL %
ABOVE ROOF URRREN RATING COEFFICIENT AMPACITY
CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY OUTPUT MIN COEFFICIENT
WIRE TAG AMBIENT
C RE
DC (BEFORE JB) (4)#10AWG PVV\ARE N/A (1) #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 30A 10 FT. 3! 6.4%
- ------- ---
50V
DC (AFTER JB) (4) # 10 AWG THWN-2 1/2" TO 3-1/2" 1 15A 18.8A 0.8
N/A (1) #8 AWG THWN-2 1 3/4" EMT CONDUIT 11 ABOVE ROOF 20A 40A 0.76 24.3A 20 FT. 350V 1 O�21% 8.1%
-- --- --- - -
AC (INVERTER TO METER) (2)#8AWG THV\tN-2 (1) #8 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL 32A i 40.OA 40A 55A I 1 55A 5 FT, 240V 0.1% 7.7%
ONE LINE RISER DIAGRAM
DOCUMENT CONTROL
)ED FOR PERMIT
V I DESCRIPTION
7
2 #10 PV WIRE PER STRING
(21) Q.PEAK DUO BLK ML-GlO+ 40OW BY QCELLS
2
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
4
2 #10 THWN-2 PER STRING
1 #8 THWN-2 GROUND
5
SE760OH-US BY SOLAREDGE
6
2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND
REFER TO D-3 SHEET
1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT
3/4" EMT CONDUIT
7
PV SYSTEM DISCONNECT - 60A RATED
8
PV INTERCONNECTION POINT - PV BREAKER
9
NEW AC LOAD CENTER RATED 200A WITH NEW 125A MB
10
UTILITY ELECTRICAL SERVICE
11
NOT USED
12
NOT USED
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENG I PARTNERS COM
833 - 888 - 3644
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITA• N SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
CONTRACTOR LOGO
A
CUSTOMER'
RODNEY REHRIG
PROJECTAIDD14ESS
I TAN
6005 1 OTH ST
(&T
ZEPHYRHIULS FL 33542
5 0 L A q P 0 IN E R
PARCEL NUMBER:
02-26-21-0080-00100-0250
ZHEAD SERVICE
Al OUTPUT: 32A
3 (125%): 40.00A
rEM OCPD: 40A
AKER RATING: 125A
RATING: 200A
:D RATING: 11 5A
SHEET NAME:
ONE LINE RISER DIAGRAM
PROJECTID: ENGINEER OF RECORD' SHEET TITLE:
ENG RAFAEL A GONZALEZ SOTO, PE
TSP120557 ATE E
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AND REDUCE SHOCK
x^zAnumTHE ARRAY.
DOCUMENT CONTROL
JED FOR PERMIT
V DESCRIPTION
POINT OFINTERCONNECTION
PER CODE: NEC 8QO.13(B)
/unPI /nrurIOm-
ACDBC0NNECTMANPANEL
PER CODE: NEC 11U.27(C)
OSHA 1910.145(0(7)
/^nPI /nr^nnm-
ACDISCONNECTMANPANEl
LABEL
AC DISCONNECT
POINT 0FINTERCONNECTION
PER CODE: NEC OQU.50(C)
/unP/ /nrunnm-
ACDISCONNECTMAINPANEL
ENGINEER CONTACT INFORMATION
EmG|PAnTwERS LLC
cA, 32661
255mRALDAAVE
CORAL GABLES, u`n34
om/ow@Ewo/r^mws^o.COM
01
32 A
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING SOURCES
WITH DISCONNECTS LOCATED AS SHOWN:
LABEL
INVERTER
PER CODE: NEC S90,52
LABEL LOCATION:
INVERTER
PER CODE: NEC 690.53
LABEL
AC DISCONNECT
PER CODE: NEC G8O�54
PER CODE: NEC 690.56(B), NEC705.10
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOG
TITAN SOLAR POVVER FIL
THONOTAGASSA, FL 33592 (&TITAN
LABEL LOCATION:
AC DISCONNECT
PER CODE: NEC 6Q013(B)
LABEL LOCATION:
MAIN SERVICES
DISCONNECT, DCCONDUIT
171um/ul-
INTERCONNECTION
PER CODE: NEC 7O512(B)(D
WAINOMMIUSTRAIldralal
rmm/ur
INTERCONNECTION
PER CODE: NEC
LABEL LOCATION:
MAIN SERVICE PANEL
/^mPI /nr^rx)m-
ru/m/ur
INTERCONNECTION
PER CODE:
NEC 690.%3(E)(2)&NEC
LABEL LOCATION: POINT OFINTERCONNECTION
PER CODE: NEC 60O]5.NEC GAO13(B)
LABEL LOCATION: ADJACENT D]MAIN DISCONNECT
JAIL
#TITJ6%
GENERAL NOTE:
ADHESIVE FASTENED SIGNS:
DB
THE ENVIRONMENT WHERE IT IS INSTALLED [NFPA 1, 11.12.2.1]
WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
COMPLY WITH ANSI Z535.4 [NEC 110.21 (B) FIELD MARKING].
. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF
PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER
SHEET NAME�
SAFETY LABELS
70
ULL 170-3 CERTIFIED
MAX DESIGN LOAD: 83.54 psf
APPLIED WIND LOAD i -3T27 psf
NOTES:
Q. PEAK DUO
-INSTALL MID CLAMPS BETWEEN
BLK ML-GIO,
MODULES AND ENDS CLAMPS AT THE
40OW
END OF EACH ROW OF MODULES.
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONE
FOOTING ON BOTH SIDES OF THE
SPLICE.
WORST CASE MODULE:
ZONE 1: 53% ZONE 2r: 14% A
ZONE 2e: 2% ZONE 3r: 6%
ZONE 2n: 25%
----- ----- - -
30.01(0.53) + 30.01 (0.02) + 45.01(0.25) + 45.01(0.14) +
_/l,_ ire `9 . ,2(O.GIS 37,27pSf
TIMATE WIND SPEED 140 mph
SIGN WIND SPEED 138 mph
3K CATEGORY 11
POSURE CATEGORY B
OF SLOPE (-) 12
OF TYPE
GABLED
TERNAL ROOF TYPE
ASPHALT
SHINGLES
ESSURE ZONE:
1&2
AN ROOF HEIGHT:
11.30,
MEAN ROOF HEIGHT
5.65
8
RIVETER WIDTH:
3m
0.85
1.0
0.575
LOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKDV'
LOCITY PRESSURE (ASD)
14.29
NON EXPOSED
GE FACTOR: Y
E= 1 0
EXPOSED
EDGE FACTOR: YE 1.5
�
JARRAY EQUALIZATION
JFACTOR:
I Ya =
10�7
TERNAL PRESSURE COEFFICIENT Zl
0.7
-2.0
TERNAL PRESSURE COEFFICIENT Z2e
0.7
-2,0
TERNAL PRESSURE COEFFICIENT Z2n
0.7
-3.0
TERNAL PRESSURE COEFFICIENT Z2r
0.7
-3.0
TERNAL PRESSURE COEFFICIENT Z3e
0.7
-3.0
TERNAL PRESSURE COEFFICIENT Z3r
0.7
-3.6
'ERNAL PRESSURE COEFFICIENT
0.18
ONES
PRESSURES
(PSF)
NON
EXPOSED
PRESSURES
(PSF)
EXPOSED
PRESSURES
(PSF)
MAX
SPAN
(FT)
MAX
CANTI-
LEVER (IN)
T_31.15
-20.01
-30.01
4'
16
-45.44
1 -30.01
1 -45.01
1 2
1 8
-45.44
30.01
-45.01
2
8
'
"LLA
TAL ROOF AREA
1158.44
sq.-ft
TAL MODULES:
21
TAL PHOTOVOLTAIC AREA:
443.851sq
-ft
TAIL PERCENTAGE AREA OF PV SYSTEM:
38.311%
NO LOAD (PSF):
-37.27
TAIL WIND LOAD (LBS):
-16,542.29
TAL ROOF MOUNTS:
42
INSION FORCE PER MOUNT (LBS):
-393.86
DOCUMENT CONTROL
CAD
DATE CAD
GO
JED FOR PERMIT
04-21-22
OR
qDE DESCRIPTION
DATE
AD OC
OBS ROOF OBSTRUCTIONS
ARRAY #
MODULE #
STRING #
NON -EXPOSED MODULES
EXPOSED MODULES
EDGE MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
> ROOF SLOPE
ROOF'S GENERAL NOTES:
I- 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.
A PANEL IS DEFINED AS
EXPOSED IF Dl TO THE ROOF EDGE >0.5H AND ONE OF THE
FOLLOWING APPLIES:
1. Dl TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR
2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M)
ASCE 7.16 - 29.4-7
DESIGNED WIND PRESSURES:
p = qh (GC p)(-YE)( Ta)
1 10 100 1000
Effective Wind Area. ftl
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A. 32661
255 GI RALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
NEW AC LOAD CENTER - INTERCONNECTION POIN
EXISTING ELECTRIC METE
PV DISCONNE(
PV STRING INVERTER
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC1 3008093
CONTRACTOR LOGO
Mum
NORTH
6*10/0 k
RODNEY REHRIG
PROJECT ADDRESS:
6E05 I OTH ST
ZEPHYRHILLS FL 33542
PARCEL NUMBER.
02-26-21-0080-00100-0250
ISO
vTS
T CENTER
BUSS-TYP.
SSES/RAFTERS
INSTALLER
=Y IN FIELD
TI LT= 12'
AZIMUTH= 271' (W)
H2= 4"
10IIIIIIII
SHEET NAME:
STRUCTURAL PLAN
PROJECT ID
I N OR IER OF RECORD:
SHEET TITLE
N RAFAEL A GONZALEZ SOTO, PE
' G ENG
r�42O-22
TSP120557
S-1
T,
DATE,
Go
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ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
K2 SYSTEMS
CROSS RAIL
SPLICE FOOT
SEE DATA SHEET ABOVE
NOTE:
SEAL BASE MOUNT TO EXISTING
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
DOCUMENTCONTROL
1ED FOR PERMIT
11 DESCRIPTION
^P
SEALANT
CROSSRAIL YET[ END
gyp. 13MM HEX BOLT
GAY LOCK WASH
C} !_
eYm. PP r+Al
0 7,P9te.T;
�!"r2:
-
Cr ail Mid Clamp
Everest Ground Lug
140 mph
Arr
Interio
64
' 0 psf B I 7 to 20 A ay Edger 54 54 54 44 44 44 ��490
2X4 RAFTERS 24" O.C.
ASPHALT
SHINGLES
P SPECIFY MIN.
EMBEDMENT OF 2.5"
5/16" SS LAG BOLT
5/16" SS FENDER WASHER
k,
r\
.T PULL OUT CALCULATIONS
Spruce, Pine,
Per inch Thread Depth
266lbs
SS Lag Boll 5/16" x 4"
Min. Thread Depth
0'-3"
Wood Strength x Thread Depth = Pull Out Strength
266 lbs. x 3 in = 798 lbs.
Allowable Pull Out Strength per Lag Boll
798 lb,
Max. Pull Out Strength Required per Lag Bolt
393,86
Lag Bolt Pull Out Strength Safety Factor
203
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
C.A. 32661
12221 N US HIGHWAY 301
255 GI RALDA AVE
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
DESIGN@ENGIPARTNERS.COM
(813) 982 -9001
833-888-3644
#EC13008093
ASCE 7-16 Velocity`Yresst7fe
gz10 = 0.00256Kz Kzt Kd V2
Where
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT
+ 3.5 LBS) ` MODULE CITY j52 00 LBS)' (29) = 1 092.00 LBS
PER SQUAEESF) ARRAY LOAD = PV MODULES & RACKING
WEIGHTRE F/TOTAT (PL ARRAY AREA = 1 092.00 LBS 1443.85 SQFT
2,46 PSF
HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM
LOAD
gz10 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf)
Kz = velocity pressure exposure coefficient
Kzt = topographic factor
Kit = wind directionality factor
V = basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate wind
speed maps in 2020 FBC.
As an example, for an array having an area of 158.04 sq.-ft., the total uplifting
(resultant) force acting on the array would be -39.1 psf x 158.04 sq. ft. =-6,179.364
lb. Knowing this resultant force, the design engineer can now determine the number
of attachment points and the size of the mounting hardware necessary to safely
carry this load.
Live Loads
Live loads associated with photovoltaic systems are usually assumed to be
distributed uniformly and are small, on the order of 4 psf or less.
CONTRACTOR LOGO
(&TITAN
5 0 L A R P O `Td E R
CUSTOMER:
RODNEY REHRIG
PROJECTADDRESs:
6005 1 OTH ST
ZEPHYRHILLS FL 33542
02-26-21-0080-00100-0250
BOLT
EXIST. 2X WD,
TRUSSES OR
RAFTERS
PLACE BOLT
AT C.L. OF
TRUSS OR
RAFTER
SECTION "A -A"
N.T.S.
Lag pull-out (withdrawalLCapacities (Ibs) in typical roof
lumber (ASDT
STAINLESS STEEL Lag screw specifications
Specific 5116" shaft, "
gravity per inch thread depth
Douglas Fir, Larch
0.50
266
Douglas Fit, South
0.46
235
Engelman Spruce, Lodgepole Pine
0.46
235
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain)
0.43
212
Hem, Fir (North)
0,46
235
W o—
Southern Pine
0,55
307
ill
Spruce, Pine, Fir
OA2
205
Spruce Pine, Fir
(E f 2 Nim psi and higher
grid— of MSR and MEL)
_0,50
266]
Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3A.
i i7: i2ON9MNO01
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG.ERA.GONZALEZ SOTO. PE ;('"1� 2
TSP120557 DATE:
04-20-22
IIIIIIR1
1. Determine location for the Mount on roof by drilling through
the center oftruss from bottom with 5/32^drill bit.
2. Mark mounting holes for Mount on undedaynnent. Mounting
holes should becentered onthe trusses.
3. Drill 15/G4"pilot hole.
4.Apply sealant tobottom ofMount.
5.Place Mount over roof undadoynoentwith holes inroof.
O.Apply sealant tobottom ofMount, apply sealant tnlag screws
and fasten Mount securely totrusses.
7. Apply additional sealant to top assembly to be sure all
penetrations are sealed.
Notes: (1) Thread must be embedded in the side grain of
Trusses or other structural member integral with the
building structure.
(2) Leg E9o|bs 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
neooamery. contact @ |OC@! engineer to specify |@g
bolt Size with regard to shear forces.
(5) Install lag bolts with head adwasher flush tosurface
(no gap).[}onor oveFtOrque.
(8) Withdrawal design values for lag screw connections
aho|| be multiplied by applicable adjustment factors
if necessary. Gee table 10.3.1 in the American
Wood Council NOOfor Wood Construction.
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DOCUMENT CONTROL
AT1 ICA.1 C
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
*TITAN
CUSTOMER
SHEET NAME:
RACKING PLAN
ENGIPARTNERS LLC
255 GI RALDA AVE
ORAL GABLES, FL 33134
DESIGN@ENGIIARTNERS.11.
TITAN SOLAR POWER FL
THONOTASASSA. FL 33592
(813) 982 -9001
V DESCRIPTION
DATE ICAD OC
-PROJECT ADDRESS
ZEPHYRHILLS FL 33542
02-26-21-0080-00100-0250
PROJECT ID
TSP120557
ENGINEER OF RECORD:
[DATE-
S-3
- -----------
T ___]SHEETTITLE:
E ANI ALS E IFI ATI N
DOCUMENT CONTROL
)ED FOR PERMIT
V I DESCRIPTION
/mil_\I
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fl9.t9 G` g
Warranty
021
Q CELLS
BREAKING THE % EFFICIENCY BARRIER
oQ..ANTUM DUO Z Te6no6gy with zero gap cell layout boosts module efficiency up to 20.9 !.
T I D STR 'S MOSTTHOROUGH TESTING
1 Q CELLS o, the fi—t sol r module manufacturer to pass the most comprehensne quality
!^i p.og—rn. in the wdr, try
I� The new "Quality Controlled PV" of the independent <ertifi6 tion institute TUV Rheintand.
ENDURING HIGH PERFORMANCE
Long-term yield security with Anti LID Technology, Anti PID Tethnologyf, Hot -Spot Protect
and Traceatrie Quality Tra.Q.".
F�EXTREME WEAT HER RATING
High-tech aluminum alloy frame, certified far high :now (5400 Pa) and wind loads (4000 Pa).
A RELIABLE INVESTMENT
`>`y r'fJ Inclusive 25-year product warranty and 25-year linear performance warranty2.
NNl VATI EtALL-WEATHERhe weathe, with tlent Iout-ECHN and r.
A(- .t C,-628C.1-.Gt5,..nu�UV dA(15,'61)
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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 CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
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ELECTRICAL CHARACTERISTICS
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS STC "-POWER `C.. ERAPICE-5 W 0V)
POWER AT MPP.. o
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MINIMUM PERFORMANCE AT NORMAL. OPERATING CONDITIONS, NMOT
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TENPFRATURE C OEFFiCIENTOF P. Y (yo.. K _. r q 40,M NA� MODUl_E OPERA .NG TLNPEdAit R
PROPERTIES FOR SYSTEM DESIGN
iu,).i C, PV d
+.1 S-;o, F—, Rat ,g {, r ,I FRatnngbase AN SI UL61i30 F'...
D e L Pi,,h :p
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QUALIFICATIONS AND CERTIFICATES PACKAGING* INFORMATION
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CONTRACTOR LOGO
(&TITAN
5 0 L A R P O W E R
400 it Cr ) . S=: x 1400 i,.. C A , 2618, JSA
TEL 34 7435416
EMAIL s ccm.
CUSTOMER:
RODNEY REHRIG
6005 10TH ST
ZEPHYRHILLS FL 33542
02-26-21-0080-00100-0250
525 W 3 I. 7d 6 AZ S 2!,0
iaT IT AAN TEL y. - Dtf R
S J t <. R c A ti v EMML
SHEET NAME:
PROJECTID: ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO, PE D— 1
TSP120557 DATE:
04-20-22
q{i{EEfifltJ/
90
Lie ddd
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P,4pl{{gY��
Power Optirnizer
Ce v, Kll�v+[, A rtn--
Un MffZT=* 41111031111W
I Specifically designed to work with SolarEdge
inverters
I Up to 2S% more energy
I Superior efficiency (99.5%)
1 Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
I Flexible system design for maximum space
utilization
solaredge,corn
/ Fast installation with a single bolt
I 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 / P404/7_P4_01/_�40S / P485 / P50S
l i2l') 0 7 (l ,,*,d I"nut DC Po
mppl
)P&lq pang" b. 48 8 r 0
M,xap l s6oft C-I!, ui! C:lnerlt
C!2
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- ----------- - ------------ --- - -- -- -- -
ffceno,'
OveriOt,,lge Q:2gcl
OUTPUT DURING OPERATION (POWER OPTIMIZER CONN
400
8 C,
99.5
% 8
- --- ----- ------ - -- -- ---
4 o S
60_
B co
5 ill's
TO OPERATING SOLAREDGE INVERTER)
.86
---- --- ------- --------- - -- -------- - -- ---------- --------- ---- --- - -- - --- --- - -- ------- -- -------- ----------------- ------ --- --- -- ---- ---- -------- - ------- --- - ------
Ma,,.lfT,Ur) Output V�,,1,g, 6(� Vd,_
------ --- -- -_---------- _ ---- _ - __ - ------ _-- - ---- ------- -- ---- ----- -
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
STANDARD COMPLIANCE
EC,,2lC,)_ -ja, I 'J: '-
lice 4'
_V Rest
Ul:34 V__
---------- --- ---- ------
l ----------- ------ ----- ----------- ------ ---------- ------------ - -- -------- -- ---------- ---------- ------ --- -- --
INSTALLATION SPECIFICATIONS
A ill ul,A;Gved
vac
Ak! Sol,`dqe Sfngl- d,•:j Tn,ee Nla�
51,,6X ll 1 X f Y6 1
E, 4
--- - - - ---- -- --- ---- --------------
75� 17(, i_ S�,i 9 3 yl lb
_on,- ZU, dl,.`
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out,t W;le Typ, lin,ieltor
c,tpW 14 0 9 9 mIft
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DOCUMENT CONTROL
DATE CAD
QCJ
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
SHEET NAME
)ED FOR PERMIT
04-2122
_2R
AW
ENGIPARTNERS LLC
TITAN SOLAR POWER FLPROJECT
RODNEY REHRIG
SMART MONITORING DATA SHEET
V DESCRIPTION
DATE CAD
QC
C.A. 32661
12221 N US HIGHWAY 301
ADDRESS:
255 GIRALDA AVE
SIT IT AN
6005 1 OTH ST
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
ZEPHYRHILLS FL 33542
PROJECT ID: ENGII EER OF RECORD: SHEET TITLE:
5 0 L A P P 0 W E R
I AELA GONZALEZSOTO PE
NG RAF
D-2
DESIGN@ENGIPARTNERS.COM
(813) 982 -9001
PARCEL NUMBER:
TSP1 205 57
DATE:
833 - 888 - 3644
#EC13008093
02-26-21-0080 00100-0250
04-Z)-22
XINE�I=M
I Specifically designed to work with power optimizers
I Record -breaking 99%. weighted efficiency
I Quick and easy inverter commissioning directly from
a smartphone using the SolarEdge SetApp
I Fixed voltage inverter for longer strings
I Integrated arc fault protection and rapid shutdown
for NEC 2014, NEC 2017 and NEC 2020 per article
690.11 and 690.12
sdaredqe.cr_,r,n
DOCUMENT CONTROL
JED FOR PERMIT
V DESCRIPTION
I UL1741 SA certified, for CPUC Rule 21 grid compliance
I Small, lightweight, and easy to install both
outdoors or indoors
I Built in module level monitoring
1 Optional: Faster installations with built-in
consumption metering (1% accuracy) and
production revenue grade metering (0.5% accuracy,
ANSI C1220)
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A. 32661
255 GIRAUDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-US / SE380OH-US / SE500OH-US / SE600OH-US/
FS_E7_6_00_H-US_� SE1000OH-US / SE1140OH-US
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
Single Phase Inverter with HD -Wave Technology
for North America
SE300OH-US / SE380OH-US / SE500OH-US / SE6000H-US/
[SE7600H-US SE1000OH-US / SE1140OH-US
ADDITIONAL FEATURES
- ------------
-------------
STANDARD COMPLIANCE
INSTALLATION SPECIFICATIONS
X- I
-- --------- - -----
I M I A"'Lit
How to Enable Consumption Monitoring
By simply wiring current transformers through the inverter's existing AC conduits and Connecting them to the service
panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills
Single phase inverter with
HD wave technology and
built-in RGM and
Service Panel consumption monitoring
Grid 00
e Y I?
a L1 N L-1
gelded CAiSe w6le
AC Crd.it
RoHS
CONTRACTOR LOGO
CUSTOMER:SHEET
NAME:
RODNEY REHRIG
IRWECTADDRESS:
6005 1 GTH ST
INVERTER DATA SHEET
*TITAN
ZEPHYRHILLS FL 33542
PROJECT 'D.
ENGINEEROFRECORD:
SHEET TITLE:
5 0 L A R P 0 S1 E R
PARCEL NUMBER
TSID'
120557
ENG RAFAEL A GONZALEZ SOTO, PE
D-3
DATE.
02-26-21-0080-00100-0250
1 04-20-22