HomeMy WebLinkAbout21-33235335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
et
mimNQm
Km,lKw;TjFfTlw,W �1.
I Issue Date: 12/09/2021
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION-'
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
8 13-780-0020 City of Zephyrhills Permit Application Fax -g13-780-0021
Building Department
Date Received phone Contact for Pemrittin # }
A 'I
Owner's Name Owner Phone Number j 1
Owners Address 4m i Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
- _.....
JOB ADDRESS d ill,
LOT #�
SUBDIVISION PARCEL It3
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSR
ADDIALT
INSTALL
�
REPAIR
PROPOSED USE
SFR
Comm
TYPE OF CONSTRUCTION =
BLOCK
Q
FRAME
DESCRIPTION OF WORK
SIGN 0 DEMOLESH
OTHER
STEEL I.
BUILDING SIZE SQ FOOTAGE = HEIGHT
t 't' i,.';C.'YtI,t..Xt "tIttI,tkt 'k t1kXX V X Act XxItto A ItItkIt:lettk X,'X1Cttxltk*X'A4,tk1Xtt1Lt€..+
=BUILDING 1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL ARP SERVICE .,.... P ENERGY W.R,E.C.
=PLUMBING
=MECHANICAL S VALUATION OF MECHANICAL INSTALLATION
=cas �j RQOFINt., Cj SPECIALTY a OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY l t L C l
SIGNATURE' tom,-,„ REGISTERED Y!%i PEfuURREN Yt?v
Address License # _
ELECTRICIAN COMPANY
SIGNATURE REGISTERED i N FEE cuRRe Y 7 t
Address License# n
PLUMBER COMPANY
SIGNATURE REGISTERED Y l E€w FEE CURREN
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED L�YIW
P6E CURRE �° f
Address License# E==, -__.__ =
OTHER COMPANY
SIGNATURE REGISTERED Y,N rEeGiiRREN =:N�3_
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forts, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
""'PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Set -vice Upgrades AIC Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways._needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsiblitylor compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES, If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations If the contractor is not licensed as required by law, both the owner and
contractor maybe cited fora misdemeanor violation under state law, If! he owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible- If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended, The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release, If the project, does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500 00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lion Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways,
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement
- Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING 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
FLORIDA JURAT (F.S, 117,03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affinmed) before me this S 46b5 and sworn Jr ie, bath toss
0, off bi.. by
0 - aveproalumd Who is/are personally known to me or has/have produced ersonali wn to in r harvb�
as identification, ema fderrifksrfiorr:
Notary Public
Commission No
Name 'R_Kofary typed, printed or stampede"""-
Iffic_ Notary pub
ot Ir' Commission onNo.
Nmtotary type , pbn
or stamped
1�00' E STEPHENS
Notary U
ate of Florida
Sion H 147658
't-" iSsfon Expires
e 30, 2025
lmm�
LOCATION MAP If WIND ZONES -
go,
IRRADIANCE MAP
DOCUMENTOONTROL
SUED FOR PERMIT
tEV i DESCRIPTION
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
DANNY ESCOBAR
TITAN SOLAR POWER FL
Digitally signed
PROJECT ADDRESS:
by Rafael A
12221 N US HIGHWAY 301
T 11 -AN
2831 LYTTON HALL DR
Gonzalez Soto
THONOTASASSA, FL 33592
I(&
ZEPHYRHILLS, FL 33540
-Date:
S 0 L A R P 0
W E R
2021.11.26
(813) 982 -9001
10:55:16 -05'00'
PARCEL NUMBER:
1 -011 1 o-nnnn(L 1700
4111
PROJECT DESCRIPTION
64WIM
PV PANELS: (24) Q.PEAK DUO BLK ML-G10+
395W BY QCELLS
OPTIMIZERS: (24) P401 BY SOLAREDGE
INVERTER: (1) SE760OH-US BY SOLAREDGE
RACKING SYSTEM: CROSS RAIL SYSTEM 44-X
BY K2 SYSTEMS
-, PROJECT- INFORMATION
PROJECT LATITUDE 28 198802 1. MIN AMBIENT TEMP I I C
--1-- 3- C-
PROJECT LONGITUDE-82161874 MAX AMBIENT TEMP 5
F WINO c
AHJ ZEPHYRHILLS CITY
DESIGN WIND SPEED
DRAWINGS INDEX
COVER SHEET
C-2 SAFETY PLANS
E-I ONE LINE RISER DIAGRAM
E---2--- ___S_AF_ETY LABELS
S-1 STRUCTURALPLAN
5-2 RACKING PLAN
D-1 PV MODULES DATA SHEET
D-2 SMART MONITORI
NG .__INGDATA SHEET
INVERTER DATA SHEET
NOTES
PER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALE' SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTEF
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, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TI
EDITION OR LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALT
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAI
STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEAN,'
SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYINC
CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALI
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
TORQUED PER DEVICE LISTING, OR MANUFACTURER,'
RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALT
BE CHECKED FOR PROPER GROUNDING.
REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
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.
RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDINC
WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
CONTINUITY.
MECAVIJIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSE[
BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30A-
AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
HEIGHT MUST BE LESS THAN 60 FEET.
SHEET NAME:
PROJECT ID: ENGINEER OF RECORD:
N , RAFAEL A. GONZALEZ SOTO, PE
TSPI07198
DATE:
11 - , -- --- I
TITLE:
C-1
I nll7 0
DOCUMENT CONTROL
SUED FOR PERMIT
t _EV TDESCRIPTION
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
CIA, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DES IGN@ENGIPARTNERS.COM
ENGINEERING STAMP
Digitally
signed by
Rafael A
-Gonzalez
Soto
Date:
2021.11.26
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
L a
T I T A L
S 0 L A R P 0 Vii E"
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
CUSTOMER:
DANNY ESCOBAR
- ----- - -------
PROJECT ADDRESS:
2831 LYTTON HALL DR
ZEPHYRHILLS, FL 33540
25-26-21-0110-00000-1700
SHEET NAME:
PROJECT ID: ENGINEER
OF RECORD:
EZ S.TO. 1E
TSPI07198
DATE:
11, 11 11
TITLE:
C-2
9 np Q
WIRE TAG
DC (BEFORE JB
DC (AFTER JB)
AC (INVERTER TO M
WIRE SIZES, QUANTITY & TYPE
CONDUCTOR NEUTRAL GROUND
QTY. SIZE & TYPE QTY. SIZE & TYPE OTY. SIZE & TYPE
#10 AWG PV WIRE
(4) #10 AWG THWN-2
(2) #8 AWG THWN-2
STRING #1
v v V
A1.1 A1.2 Al 3 A1.4 Al .5
N/A
N/A
1) #8 AWG BARE COPPER
(1) #8 AWG THWN-2
(1) #8 AWG THWN-2
RACEWAY SIZE, TYPE, LOCATION & INFO.
WIRE AMPACITY CALCULATIONS
125% OF
WIRE DE -RATED
CALCULATION
RACEWAY
RACEWAY HEIGHT
OUTPUT
MIN
SIZE & TYPE
RACEWAY LOCATION
ABOVE ROOF
CURRENT
OUTPUT
OCPD
WIRE AMBIENT
#OF FINAL
DIST.
CURRRENT
RATING TEMP
COND. AMPACITY
NOT APPLICABLE
UNDER ARRAY
1/2" TO 3-1/2"
15A
18.8A
20A
40A X 0.76 X
I = 30.4 A
10 FT
3/4" EMT CONDUIT
ABOVE ROOF
1/2" TO 3-1/2"
15A
18.8A
20A
40A X 0.76 X
0.8 = 24.3 A
20 FT
3/4" EMT CONDUIT
EXTERIOR WALL
"N/A"
32A
40.OA
40A
55A X 0.76 X
I = 41.8 A
5 FT.
A1.6 A1.7 A1.8 A1.9 A1.10 AlAl A1.12
PV RAILS TO BE BONDED WITH #8 BARE WIRE
STRING #2
V v
A21 A2.2 A2.3 A2.4 A2.5 A2.6 A2_7 A2.8 A2.9 A2.1 0 A2.11 A212
X
DOCUMENT CONTROL
SUED FOR PERMIT
--I-
,EV DESCRIPTION
11mcimild
ADDITIONAL INFORMATION
VOLTAGE VOLTAGE CONDUIT
DROP % FILL %
350V
0.11%
6.4%
350V
021 %
8.1%
240V
0_1%
7.7%
240V/1 20V 200A BUS BAR
3 #3/0 THWN-2
METER
INVERTER TOTAL OUTPUT: 32A
SAFETY RATING (125%): 40A
TOTAL PV SYSTEM OCPD: 40A
6 6 8 150A
UNFUSED60A I j MAIN BREAKER RATING: 150A
40A
BUS BAR RATING: 200A
120% BACKFEED RATING: 90A
1 #6 THWN-2
GROUND
A
F�
Aro
oil .0
0
2 #10 PV WIRE PER STRING
(24) O.PEAK DUO BLK ML-G10+ 395W BY QCELLS
2
1 #8 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
4 #10 THWN-2
4
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
M D I
7
PV SYSTEM DISCONNECT
8
PV INTERCONNECTION POINT PV BREAKER
9
UTILITY ELECTRICAL SERVICE
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A. 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP
nigirally
signed by
Rafaei A
Gonzalez Soto
�Date:
2021,11.26
10:55:30
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
112221 IN US HIGHWAY 301
THONOTASASSA. FL 33592
(813) 982 -9001
CONTRACTOR LOGO
T I T A N
S 0 L A R P 0 W E R
CUSTOMER:
DANNY ESCOBAR
PROJECT ADDRESS:
2831 LYTTON HALL DR
ZEPHYRHILLS. FL 33540
PARCEL NUMBER:
9, �qr ';)j_()jj'00Cf)"'00
SHEET NAME:
710A
ENG
PROJECT ID: OF R ENGINEER
EN13 L A. RECORD:
SOT., PE
TSPI07198
11"D . ATE:
SHEET TITLE:
E-1
q nf:, a
woo
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
THE ENTIRE PV SYSTEM.
DOCUMENT CONTROL
SUED FOR PERMIT
T-T-
,EV DESCRIPTION
LABEL LOCATION:
AC DISCONNECT,
#G44-6F R-TER-C-04N��--i
*ER CODE: NEC 690.13 (B)
.............
PER CODE: NEC 110.27 (C)
OSHA 1910A45(fl(7)
LABEL LOCATION:
AC DISCONNECT
- ~1k
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: FFPC 7TH EDITION: 11.12.2.1.1.1.1
ENGINEER CONTACT INFORMATION
ENGIPARTNERS LLC
C.A, 32661
255 GIRALDA AVE
CORAL GABLES, FL 33134
DES IGN@ENGIPARTNERS.COM
ENGINEERING STAMP
Digitally
signed by
Rafael A
--Gonzalez
Soto
lDate:
2021.11.26
INVERTER#1
LABEL LOCATION:
INVERTER
LABEL LOCATION:
AVERTER
wilmAJ114WATAW - - - - 0 wl"m Wo MOW
PER CODE: NEC 690.31 (G) (3)
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA. FL 33592
(813) 982 -9001
CONTRACTOR LOGO
(&TIT A N
S 0 L A R P 0 W E R
LABEL LOCATION:
AC DISCONNECT
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC 705.12 (13)(3)
0 INTOX1947, 1 0
I
124alKlecill a
.0 m
mg -mall IN111*11i, �1 ame k, I 1L I: to f Im i � g
CUSTOMER:
DANNY ESCOBAR
PROJECT ADDRESS:
2831 LYTTON HALL DR
ZEPHYRHILLS, FL 33540
PARCEL NUMBER:
25-26-21-011 O-OODOO-1700
SHEET NAME:
b, "wy.111 a = wa WTAI IN a Ol
PROJECT to: ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
TSPI07198
DATE:
ny
TITLE:
E-2
A r)P Q
DOCUMENT CONTROL
SUED FOR PERMIT
tEv T-DESCRIPTION
/_\I \I \/-% I I YK 'Lt u- I LUI-AltUAl Ut:NIIZK I_Ut.A I IUI'4 - 11'4J 1 ALLMK
TILT=201 OF ROOF TRUSS - TYP. MUST VERIFY IN FIELD
AZIMUTH= 200' (S)
H2= 8"
ENGINEER CONTACT INFORMATION
ENGINEERI"QftMP/
CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC
signed by
TITAN SOLAR POWER FL
Rafael A
C.A. 32661
12221 N US HIGHWAY 301
255 GIRALDA AVE
Gonzalez Soto
CORAL GABLES, FL 33134
Date:
THONOTASASSA, FL 33592
2021.11.26
DESIGN@ENGIPARTNERS.COM
(813) 982 -900110:55:46
LEGEND & SYMBOLS
OBS ROOF OBSTRUCTIONS
ARRAY #
xX MODULE #
STRING #
PV MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
> ROOF SLOPE
EXT. EXTERIOR PV MODULE
I ROOF'S GENERAL NOTES: i
W ROOM
**Illia 07=2211191
ROOF INSPECTION NOTE:
PV MODULE IN LAYOUT IS CONSIDERED NON -EXPOSED AFTER
COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON
ASCE7-16:
-NO INDIVIDUAL PV MODULE IS MORE THAN 0,5(MEAN ROOF
HEIGHT) AWAY FROM ROOF EDGE OR ANOTHER MODULE.
-NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM
ROOF EDGE OR ANOTHER MODULE.
-INDIVIDUAL Pv MODULE IS MORE THAN 1.5(MODULE LENGTH)
ZWAY FROM CLOSEST EXPOSED EDGE
CONTRACTOR LOGO
0�
ASCE 7.16 - 29.4-7
DESIGNED WIND PRESSURES:
p = qh (GC p)(-YE)( Ta)
1 10 100
Effective Wind Area, ft2
DANNY ESCOBAR
PROJECTADDRESS:
2831 LYTTON HALL DR
ZEPHYRHILLS, FL 33540
25-26-21-0110-00000-1700
Q.PEAK DUO
BLK ML-G10+
395W
1. 14"
SOLAR MODU - L - E
6L-i-763 CERTIFIED
MAX. DESIGN LOAD: 83.54 psf
APPLIED WIND LOAD: 44,08 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: 60%
ZONE 2r: 40%
32.93(0.60) + 60.80(0.40) =44.08pi
LTIMATE'v'VIND SPEED
ESIGN WIND SPEED
ISK CATEGORY
KPOSURE CATEGORY
OOF SLOPE
OOF TYPE
ATERIAL ROOF TYPE
RESSURE ZONE:
EAN ROOF HEIGHT:
ERIMETER WIDTH:
140IMPh
1381mph
11
C
20
HIPPED
ASPHALT SHINGLE;
1&2
13.475
4.3
0.85
1.00
0.849
ELOCFFY PRESSURE (q) = 0.60*0.00256* KHKzTKDV'
ELOCITY PRESSURE (ASD) 1 21.11
ITERIOR EDGE FACTOR:
YE= 1.0
EXTERIOR EDGE
FACTOR: yE=1.5
ARRAY EQUALIZATIOh
IFACTOR:
ya =
0 8
KTERNAL PRESSURE COEFFICIENT Z1
0.7
-1.3
KTERNAL PRESSURE COEFFICIENT Z2e
07
-t8
KTERNAL PRESSURE COEFFICIENT Z2r
0.7
-2.4
KTERNAL PRESSURE COEFFICIENT Z3
0.7
-1.8
ITERNAL PRESSURE COEFFICIENT
0.18
ZONES
PRESSURES
(PSF)
INTERIOR
PRESSURES
(PSF)
EXTERIOR
PRESSURES
(PSF)
MAX
SPAN
(FT)
MAX
CANTI-
LEVER (IN
11
1-41.79
-31.24
-21.95
-32.93
4
16
11
7�
-30.40
-45.60
4
16
4-4
- 54.45
0,53
-60.80
T_
2
1,
8-41.79
-30.40
-456
2
8
TOTAL ROOF AREA
2,9241sq.-ft
TOTAL MODULES:
24
1000
TOTAL PHOTOVOLTAIC AREA:
555 12[sq -ft
WIND LOAD (PSF):
44.08
-
TOTAL WIND LOAD (LBS):
24,469.69
TOTAL ROOF MOUNTS:
50
TENSION FORCE PER MOUNT (LBS):
489.39
SHEET NAME:
GO N>4
I
83104
qr C'
STRUCTA� P. F A N
PROJECT ID: :NOINEOF RE
CORD:
LEZ SOTO, PE
TSPI07198 ENGINEER
BTLE:
S-1
SHEETS:
i OF A
Vre Z P'i,y mcco
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
1/4" SS 18-8 BOLT _
1/4" SS SERRATED FLANGE
K2 SYSTEMS
CROSS RAIL
H
CROSSRAIL YETI END CLAMP
nAm
30 L11,211.731
rosy ail Mid Clamp
LAG BOLT
FLASHING
--EXIST.
2X WD
TRUSSES OR
RAFTERS
r 'ram 1--PLACE
BOLT
AT C.L. OF
TRUSS OR
EQ, ED
RAFTER
SECTION "A -A"
N.T.S.
59
suppa,,i gaus
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine,
Per inch Thread Oepth 2661bs
SS Lag Bolt 5/16'x 4"
Min. Thread Depth
0-3"
Wood Strength x Thread Depth = Pull Out Strength
266Ibs.x3in=7981bs. I
Allowable Pull Out Strength per Lag Bolt
798 lbs,
Max. Pull Out Strength Required per Lag Bolt
489.39
Lag Bolt Pull Out Strength Safety Factor
N
(withdrawal) capacities (Ibs) in typical roof
2X4 RAFTERS 24" O.C. DISTRIBUTED LOAD CALCULATIONS lumberjASD
I Lag Screw Installation Guidelines
1, Determine location for the Mount an roof by drilling
SPLICE FOOT PV MODULES & RACKING WEIGHT -- I STAINLESS STEEL Lag screw specifications
SEE DATA SHEET ABOVE jINDI\nDUAL MODULE WEIGHT lht
ASPHALT + 3.5 LBSj,* (MODULE QTY) = (52 LBS) * (24) = 1,248 LEIS
2, Mark mountinthrow hthe center g holes for Mount f truss from bottom on undeflayment. Specific '/16 " Sh a it,
SHINGLES PER SQUARE FEET (PSF) ARRAY LOAD — PV MODULES& RACKING Mounting holes should be centered on the trusses.
3 Dull 15164" pilot h.1, gia vity per inch thread depth
WEIGHT TOTAL ARRAY AREA� =-1,248 LIBS 555.12 SQFT 4 Apply sealant to bottom of Mount,
NOTE:
Douglas Fir, Larch 0,50 2 5/16" SS LAG BOLT 5. Place Mount over roof undeflayment wall holes in roof, 66
SEAL BASE MOUNT TO EXISTING
61 Apply sealant to bottom of Mount, apply sealant to tag
5/16" SS FENDER WASHER
screws and fasten Mount securelto trusses.
ROOF UNDERLAYMENT WITH ROOF HENCE _ROOF WILL CARRY THE ADDITIONAL SOLARSYSTEMy I Douglas Fir, South 0,46 235
LOAD
7, Apply additional sealant to top assembly to be sure all
i BRANE SEALANT AND MEM
penetrations are sealed. Engelman Spruce, Lodgelpole Pine 0,46 235 1
(MSR 1650 f & higher)
SEALANT----
Notes, (1) Thread must he embedded in the side grain of a Trusses or other structural Hem, Fir, Redwood (close grain) 0,43 212
member integral with the building structure.
�2� Lag Bolts must be located in the middle third of the structural member, Hem, Fir (North) OA6 235
3 These valuesare not valid forwatservices,
(4) This table does not include shear capacities. If necessary, contact a local engineer to Southern Pine 0,55 307
specify lag bolt size with regard to shear forces,
(5) Install tag bolts with head ad washer flush to surface (no gap) . Donor over -torque, Spruce, Pine, Fir 0,42 205
(6) Withdrawal design values for lag screw connections shall be multiplied by applicable 11, ?1 1
a =d`�'
adjustment factors if necessary, See table 10.31 in the American Council NDS 1h. — , �',ZJ
e Spruce, Pine, Fir
far Whorl Construction (E of 2 million psi and higher
grades of MISR and MEL) 0.50 266_
Sources American Wood Council, NDS 2005, Table 11.2A, 123A
DOCUMENT CONTROL
SUED FOR PERMIT
77 — ,EVIDESCRIPTION
DATE CAD
QC
I ENGINEER CONTACT INFORMATION
11-24-211 JAC
RR
ENGIPARTNERS LLC
C,A.32661
DATE �CAD
QC
255 GIRALDA AVE
CORAL GABLES. FL 33134
DESIGN@ENGIPARTNERS.COM
ENGINEERING STAMP
signed by
'6
Rafael A
Gonzalez Soto
Date:
2021.11.26
10:55:52
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
0 T I TA N
S 0 L A R P 0 W E A
CUSTOMER:
DANNY ESCOBAR
PROJECT ADDRESS:
2831 LYTTON HALL DR
ZEPHYRHILLS, FL 33540
PARCEL NUMBER:
25
10_00000-17DO
SHEET NAME:
PROJECT ID: OF R ENGINEER
Ell. L .=LFI SOTO PE
TSPI07198
F TITLE:
S-2
rs:
MR
THE IDEAL SOLUTION FOR:
DOCUMENT CONTROL
SUED FOR PERMIT
7--FDESCRIPTION
2T (ODx C,
Warranty 0 CELLS
fte-9p.i.— yi.1d 5—fty
BREAKING THE 20% EFFICIENCY' BARRIER
G.ANTJM DJO ZTecl-nology with zero gap cell layout
boosts module eF"C;
ency up to 21.10.
C
THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY
G CELLS is the first solar module manufacturer to pass the most comprehen-
sive quality progratirne in the nduslry: The new "Quality Controlled PV" of the
vde�tenderit certFiCation'nstilute TUV Rl�nlard.
INNOVATIVE ALL 'WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent
low -light and temperature behaviour.
ENDURING HIGH PERFORMANCE
Long-term y eld security with, Ant' LID Technology,
Hot -Spot Protect and Traceable Quality Tra.Q11.
EXTREME WEATHER RATING
High-tech alumbium alloy frame, cefffied for
1-:gl-snow (5400 Pa) and wind loads (4000 Path
A RELLABLE INVESTMENT
Indus tie 25-year product warranty and 26-year
linear performance warranty'.
OCEllS
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
Digitally signed
C.A.32661
by Rafael A
12221 IN US HIGHVVAY 301
255 GIRALDA AVE
CORAL GABLES, FL 33134
:Gonzalez Soto
-
THONOTASASSA, FL 33592
Date.
DESIGN@ENGIPARTNERS COM
2021.11.26
N&I
(813) 982 -9001
10:55:59 -05,00,1
POECH AN I CAL SPEC IF I U-AT ION
_T{ �„�7__1879mm x _1045mm . 3-2mm 0—ndudding framl€:}___
-1.2— lie -ally p,e -ut,osed g7ft-,-th
antti-ioflHeim n tocn,o]Cg✓
.............
Composite Nim
Black anodlead aluminium
Q�ANTUM �01ar hal'Cets 6 K 22 rnom
53-101 mm x 32 -60,nm x 15 18 mm
ProtP,t lion claSs'[`67,tth oypass diodes
. ........ ........
------ --- __1_..__. ........ . .. .......
4MM2 Sdarciable, (+) a 1250mm, H 250mm
Stajbl I IVC4 , IP68
Jas
ELECTRIC -AL CHARACTERISTICS
-POWER CLASS 385 390 395 400 405 410
AT �_T11"N"C' ",QC T,-' "T C CTiQN1POWER 't,0LE"P't E D
(Al
1104
11,07
flAc
11,14
11J7
11,20
V.0
IV]
45,19
45.23
45,27
4530
45.34
45.37
I_
[Al
1019
LM35
10,71
1077
10M
V_
36,36
3&62
3638
1
37.s9
31.64
L19,6
2:1cto
a20.1
20.4
>20B
20,9
2888
292.6
2963
200.1
30n,8
9076
8.91)
392
8,95
897
9.00
ass
v__
42.62
42.65
42.69
42,72
42Y5
42.79
At
11I`P
11-11
8,135
&41
8,46
8.51
8_57
8,62
V.,
34,81
35,03
3F-25
35-46
35,68
itvegsu<;rr at toerono-, P_ t S%: SP/ a, GTe: to 0 owj,,2, 25,t 2 'C, AIA i,', accord r,q to IE CoC Ed 4 S SO 0 ISIfti-P, NM CT,
pectnm A Id :t 5
0 CELLS PERFORPAANCEIA'ARRANTY
PERFORMANCE AT LOW IRRADIANCE
At' ast 98% & pue, do
(r,g firsly-arThar8aflB, irax05-/
deegradoihoupe,,,ear,,,ISael9s.5/
ct r-)rlanq pouter, p 1D 10 ;rsrs AT,
*3S7 %1/ ot up to
tic y.,&s
All data Within c>vasurenrxit It lie,
u,toes Full warrenter in wxbrdae
un t. Wanto Tel s Of Ile
0 CELLS --fym,
ra,pe,tivecoiunay
-------------- ------ ------
Typicol rr�oclulepedffrnanoeunde,J
sTrn t> Si Cc,AdtiX1 (261C,1000
TEMPERATURE 00EFFIdIENT$
[%1Kj +0.04
t 3 [%/Kj -0.21
T. r,, C' e y J%,'K] --0,34 111A49T [1c] 43±3
PPOPERTiES FOR SYSTEM DESIGM
Ml IlIV] 11100 11
20 a L C/TYPL 2
P i 1p�i W 36/2650 -40(- '+85'C
I e' Pu [Pol 5,too 14goo A pu
GUALIFIC'ATIONS AND CEPTIFICAJES PACKAGING INFO -PI VIATION
1:a,al C'fro Wd Fv - TOV RhaiaJ
Thi-iirsa
-
n
C,�CpLvire CAE,il 5,38C�gd,q C E _194_10_,1_10,s220751 kq 28 Caet24 prisc32 moduA
oD
CELLS Q-. l
it
NO
N.t.:;,,,-,Ilil-t-il,ltll,',,--,'tL�f,All-,,I See and -e"ItIg XCA
Uee 04� 1his prelj_ilT. 2-
lxtadakx K.naa
Hm.t. 0 CELLS Austral. Pry Ltd
Su, B 1, L&t11, 15 B lue, Sreat Nor Tr Sydrry, N SV2 0,Austr8ha I TEL 61W�2901a3033FAX,61(0�29,(3032 M wmxq I! corP a(
t
Engineered in Germany
CONTRACTOR LOGO
T I T A N
S 0 L A R P 0 W E R
CUSTOMER:
DANNY ESCOBAR
2831 LYTTON HALL DR
ZEPHYRHILLS, FL 33540
PARCEL NUMBER:
25-26-21-0110-00000-1700
SHEET NAME:
10Ell5
Ili I P Dill] I g�gi�
PROJECT ID: [ENGI=EOLF RECORD:
E A. GONZALEZ SOTO, PE
TSP107'198
DAZ%_
TITLE:
D-1
I
DOCUMENT CONTROL
SUED FOR PERMIT
tEV DESCRIPTION
Specifically designed to work with SolarEdge
Inverters
Up to 25% more energy
Superior efficiency (99.5%)
Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
Flexible System design for maximum space
utilization
C O I a rPd.CIP. -co m
DATE CADJQCI
ENGINEER CONTACT INFORMATION
11-24-21 AC
RR
ENGIPARTNERS LLC
C.A.32661
255 GI RALDA AVE
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
DATE CAD
QC
----L—
—
Fast installation with a single bolt
Next generation maintenance with module -
level monitoring
Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Raped
Shutdown System (PVRSS)
Module -level voltage shutdown for installer
and firefighter safety
Power Optimizer
For North America I
P Will, t r, a 0
Rated input DC Pewei :
320 340
1 370
400
4C5 't85
5105
iv'
Absolute Maxrrum Input Voltage
(Voc at'owed temperature)
4$..
6"
Sp
fiG
'251`I
831�t
Udc.
M?PTMperat ng Range
8-ra8..
8-i:0
8 8Ci
8-60
-1G5
12.5-83
lid
Maximum Srcr Cireirt Current
(LQ
11
101
1175'
11
14
Adc
Maximum DCloput nen*
13,75.
12.5
14.65
12.5.
1E.5
Adc
rsaxmum Lfficiency
99.5
v1,eighted Effder cy,
%8 gad
Overvotage Category
11
FCC nrt15 Class 6, IEC6100 6 2 JEC61000-6-3
Safety IECE"109-1 (class I Safety),
Nrateriai UL94V-3,U RrssLani
RoHS Yes.
INSTALLATION SPECIFICATIONS
b114xdnur7 .uhwzid'.Syorem
VOItaLie.
MQ
Comsi,jtibllp ilwi rteis
Al sola,Edg?:single Phase and Three.: Pt n asters
Dimensions {NxLY,h)
93
51x.6x1,F
g s
9?:k2129uLQ
5.1xhx116
4y:5/51s63x1A59
12x 16
.2 x 3 E
1v64x29
um
/n
tAerghn01nduding:cables)
Input Connector
630/.4 1 75C/1.7 655 15. 845.i1
- e'
roler uua I
_yr�n4r
1064123
MC Ix;
1r:;:ltr
(r,rut 'Ni,e Length
-- 0.16 / 9:52
a i ft
Output W ro Type/ Conner_+.,or
Dou !e pn>ulated ? PAC:=
Output vJ "e Length
C.9'i 2,95 12 13:9
m { `t
Operating Tern Perature Sa---taern
4t'J - +85 / 40 - +185
'C: 'F
'n Cte'UCn RatinG:
F68 /.NEI,IA6P —
Relative Him City
C-- 100
%
t) Rated zeswe" & ttl e. module at_flC a not exceed t1h optimize. °.gated hput DC iio W. tAodineswitii upto n pov,•er trferenceare wowed
(2) NK ?01 r r qc. reSrnea nputootage be not "sie Than:8LiV
09 For ahe, oArrrs'fortvTxs please. c..rt cr Sui
(41, For rival saruonfu parallel Aar,necuon otcan moddesusePa85-4NMUMP,11 inThe raueet an cs.lri�unberu, ry moctrtes in one iting, nstalinq one-55dualver.rcv. riDweropnmizer cnnriuCLed
to one Pb n oduleWrien co-ieCifng a W glcrr»ersl seal theurueed input eorrect:,rsrooih the mpo ied pa of seak
(S) Eor-'rnbier to prerature abova +8, C J a85°F po,ner de r�app;od'Refer m Po ar Opnmtrers 7ei-,reravrd -P3i nq Taiiirlca r�ote`ur more detgiis
e`t
Minimum"String Le�,,th " .P 40
, P377;
8 lg
Poxr Opt m¢e sy k4o�":P401
'3', P 1&5, P505 h tl.
Mauinv;l String Lr gLn lPorrie(Olstr,,zers) 'S. 25
5700 000w-tn
Vaxirnum Power ue Sstring r;E76uu us SE11400- 52 0 6000111
Parallel St ,ngs of L ff lent Lengths or Q rentatiions I Yes
>, Per d allod strIng 5[21ngrurmaton fcru,•.htrt`J w waadgeomlrarae II)fi�:'c/2,na_sizir� ra-of
f i rtis: rx�t aI n eu M eel �' r5/rC£l5/P v tF Pi JIP �n/FSiC e'atGr F-.Ln Iry srr,rg.
(8) A sMng rr mU e han 30 T:," rz doe" r qt' A t VEC rara + t utd_: am, Ye .rrernents, i_f T/ r_kagefl Pr five m- 30V requirement
(9} in,2CAv gndt itis a to uetl to indali -p to fs5o"As per to,g tirnen vle p 4se d,fer nc� De ,ueen each string is r taa+h:
(10) Fir 7r afigf yid t Is Ilo eJ. t tall up m, 7 0 CV e string t.n s her e n rn ', pos",tr drf3 e ba-, eer ur tr r 2,0019 `J
solar =@a z
a 5aiadg i hncogic L4tl NI ch(sre- i 5 -,3f c SFc_ la 6d,elogo C MI—DBYzC APED6 ar i d rn3res ri, diced ma ¢of_5 rt geT nci yig i c
A31 oth8rhatl.marl.. my�to,.,; tehi raga ratic+nerks .f{,c re,pu<T+aizrman Dat-: 01.2-r0oOPA21ENG NAM �b,e t.tc�Gh .. ,iti.,uYnotfte.
ENGINEERING STAMP
Digitally
signed by
y s3 u4E
: Rafael A
"sGonzalez Soto
rK r
-Date:
)k!9°
2021.11.26
1 rn1A-n7 -nc'nr
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
CONTRACTOR LOGO
S O L A R P O W E R
CUSTOMER:
DANNY ESCOBAR
PROJECT A DDRESS:
2831 LYTTON HALL DR
ZEPHYRHILLS, FL 33540
25-26-21-0110-00000-1700
SHEET NAME:
SMART MONITORING
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO, PE D-2
TSP107198------- ---- --- —
DATE:
SHEETS: R OF A
I Specifically designed towork with power optimizers
I Record -breaking 99% weighted efficiency
I Quick and easy inverter commissioning directly
from asmartphnneusing the5olarEdge Set4pp
I Fixed voltage inverter for longer strings
I Integrated arc fault protection and rapid
shutdown for NEC Z814and Z017.per article
690]1 and69O.12
DOCUMENT CONTROL
SUED FOR PERMIT
,EV DESCRIPTION
I UL1741SAcertified, for CP0[Rule 21grid compliance
I Small, lightweight, and easy toinstall both outdoors
or indoors
I Built-in module -level monitoring
I Optional: Faster installations with built-in consumption
metering (l96accuracy) and production revenue grade
metering (I5Y6 accuracy, ANSI [1220)
DATE PADIQC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
Single Phase Inverter
with HD -Wave Technology forNorth Amencz,
AC Output 'Voftage Mir_-Nom.-txax
V
Vac
Maximum Coptint,ous Output
Current @240V
Maximum Continuous Output
Curren', @208V
Ut,lity Monitoring tsl8nding Protection,
Yes
Country Configurable Thresholds
Maximum PC Pa�ver
7750
'r
Yes
27
Max. Input Short Circuit Current
45
Adc
Reverse- Poiarity Protection
Yes
CONTRACTOR LOGO
�� 0 =W A ��
� � I ��� ���
snL^o poWas
CUSTOMER:
DANNY ESCOBAn
2831nnowHALL ux
zsrx,nx/LLS. FLzo54v
SHEET NAME:
INVERTER DATA SHEET
PROJECT ID: OF R
T5p1U7198
TITLE: C-3
onC.o