HomeMy WebLinkAbout20-1147 LFU' HIUH City of ZephyrhillsPER
9PNUMBER
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001147-2020
Phone: (813)780-0020
.. Issue Date: 12/15/2020
Fax: (813)780-0021
Permit Type: Electric Service Replacement/Misc
ProperfyNiim6er .. Street Address `=
35 25 21 0140 00900 0440 7839 Davie Ray Drive
Owner;lnformation Pel^mit lriformatioa� _ . Contraetorinfo niat,
Name: KENNETH CARANGELO ALYCIA Permit Type:Electric Service Replacement]M Contractor:TITAN SOLAR POWER FL
ATKINSON Class of Work:Add/Alter Residential INC
Address: 7839 Davie Ray Dr Building Valuation:$0.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$38,000.00
Phone: (727)992-8403 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$38,000.00
Total Fees:$345.00
Amount Paid:$345.00
Date Paid:12/15/2020 12:49:42PM
ProjecfDesclription
a
INSTALLATION SOLAR PV ROOF MOUNT
Application:E'ees-Electrical Plan Review Fee $115.00 Electrical Permit Fee $230.00
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 addition to the requirements of this permit, there may be additional 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.
"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 with your lender or an attorney
before recording your notice of commencement."
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.
CONTRACTOR SIGNATURE PE IT OFFICE
P ' MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City Of Zephyrhilis 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 responsibility for 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 may be cited for a misdemeanor violation under state law.if the 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 properly 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 7.13,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 Lien 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:1 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 1
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,WaterMlastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Carps 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"V"unless expressly permitted.
- if the fill material is to be used in Flood.Zane W, 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, 1 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,welts,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 INTE OBTAIN FINANCING, CONSULT
WITH YOUR LENDEROR AN ATTORNEY-BEFORERECORDING
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this Subscribed and sworn to(o f red)before me this
by by _..�„
Who is/are personalty known to me or has/have produced Who istpPpersD1 own to me or has/have p identification.
—� � produced
as identification. as identi
Notary Public Notary Public
Commission No. _'— --Commission-No:-
Name of Notary typed,printed or stamped Name of Notary typed,printed br star"ed
:�sYwk; CARLOSMALDONADO
,A*;Canmmission#GG 346275
-Z. Expres June 18,2023
8ond,:J Thru Troy Fain Insurance 800.38sgo19
D
>�. City of Ze h rh i I Is
r��f►sU�� �/ p �/ PERMIT NUMBER:.. .
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-001147-2020
fi•.a Phone: (813)780-0020
Issue Date:
. Fax: (813)780-0021 V /
Permit Type: Electric Service Replacement/Misc
Property Number Street Address
35 25 21 0140 00900 0440 7839 Davie Ray Drive
Owner Information Permit.lnformation rac or Inf oration .
Name: KENNETH CARANGELO ALYCIA Permit Type:Electric Service Replacemen Contractor: TITAN SOLAR POWER FL
ATKINSON Class of Work:Add/Alter Residential INC
Address: 7839 Davie Ray Dr Building Valuation:$0.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$38,000.00 /f
Phone: (727)992-8403 Mechanical Valuation: 00 V
Plumbing Valuation:
Total Valuation:$38,000.00 '
Total Fees:$345.00 y I
Amount Paid:$0.00
Date Paid:
Project Description
INSTALLATION SOLAR PV ROOF MOUNT
Application Fees
Electrical Permit Fee $230.00 Electrical Plan Review Fee $115.00
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 addition to the requirements of this permit, there may be additional 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.
"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 with your lender or an attorney
before recording your notice of commencement."
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.
,q1Q9L*_N&n
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
W3.780.002 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received Phone contact for Pemnittln% (26288Q9742or8l39829001
Owner's Name Kenneth Carangelo Owner Phone Number
Owner's Address F839 clavie:r:ay.dr�zepk hills FL�33541� Owner-Phone Number
Fee Simple Titleholder Name owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7839 davie ray dr zephyhills FL 33541 -LOT#
SUBDIVISION PARCELtDgl 35-25-21-0140-00900-0440
{OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR[TC]R ADDIALT SIGN DEMOLISH INSTALL REPAIR
PROPOSED USE SFR = comm OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL
DESCRIPTION OF WORK ET01ar PV installation
BUILDING SIZE SO FOOTAGE I. HEIGHT- - -ItlCCIVIL
=BUILDING VALUATION OF TOTAL CONSTRUCTION 38000
$ -AMP SERVICE PROGRESS ENERGY W.R,E.C.
12-
=PLUMBING M11 OC--, ppp
(0
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
f''If
BUILDER COMPANY
SIGNATURE REGISTERED YIN- FEE cunnf*N -'Y J N
Address License#
arPowerFL
ELECTRICIAN COMPANY M��
SIGNATURE, _" REGISTERED I YIN I FEE CURREN YIN I
Address License# EC13009924 PLUMBER REGISTERED vrol
14-.1
SRE COMPANY YIN FEE CURREN
Addres License# -
MECHANICAL COMPANY
SIGNATURE REGISTERED YIN FEE CURREN E�N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED F
0 1 YTN FEE CURREN Y1'N
Address License# E=====
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 subdivisionstiarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page:(i)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 all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Diioictiorrs�
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500)
Agent(for the Contractor)or Power of Attomey(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 Service Upgrades A/C Fences(Plot/SurveylFootage)
Driveways-Not over Counter if on public roadways-needs ROW
INSTR#2020177782 OR BK 10201 PG 2666 Page 1 of 1
s 10/22/2020 10:40 AM Rcpt:2218236 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Penrul NO Parcel ID No 35-25.21-01 4 0-0 0 900-044 0
NOTICE OF COMMENCEMENT
slataar Florida Ce ya Pasco
THE UNDERSIGNED hereby III—mtoo 1ha1 knpmsernent wrl be made to-WI real property,and In acpordance W M Chapler 713.FkW.Sl Wes,
the follamna mformabon k Prodded In INS NOlice of Commencement'
I. DesalpbonofProperty.P-1Idenbf-r nNe.35-25-21-0140-00900-0440
su_e Ada—7839 davie ray dr zephyhills FL 33541
2. G—ralD.—o—oilmpravcmenl solar PV installation
3. Owner Inbmratmn or Lessee infoanebwn d 1he LeFsee—ded for Ise Improwenenl.
Kenneth Carangelo
Nam
Z839 davie ray dr zephyhills FL 33541
Atlamaa cay save
tni mstmpmperty. owner
Name of Fee Simple TNeholder
-
I"ddfererd nom O-dler bstod ebow)
Address Cny Slave
4. Canbeear.Titan Solar Power FL
Name
12221 N US 301 Thonolosassa FL 33592
Address Coy Swe
Condeetoya Telepnorm Na.: 1855SAYSOIAR
5 Surety'
Name
Address CIy S.I.
Artrwml W BOM:S Teleph—No.
8. ender
Name
Address Crly Sble
Lenders Telepl,ro No,:
7. Porsons s dle Stale of Flada OeslGnaled by the owner upon W—rob—a o1Mr doements my be aI—I as prodded by
Soetbn 713.130)(aXI).Fb SLaWlas'
Nam
AEdmss Ooy - Sble
TeleMwe Number of Design t d Person
a In I"—Io hl ns .the owner d-,;-tes of
b romw a copy of dre Llorwls No4co as prodded In SemOn 713.13(1)(b).FIII.Stalules.
TaIW—Nurrdar of Person or EnMy Dee !ed by Owner
a. E,aaben data of Norm of Commer Mnem nna amoral—dale my-1 be bNwe-mm fet—of comtmdian and Imi payment to Ise
aontraclor,bW v be one Year from Ino dab of more p-"-a dmomnl axle a apacned)
WARNING TO OWNER'ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713.PART I.SECTION 71313.FLORIDA STATUTES.AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMSIENCEMENT.
Under peoaay cf pesiury.l dedwe Mot I lase read the faoeom�bce of cgamrpq —wd Na1,ft I.-staled them,ere W e to the best
I
f my knoWadpe and babel. /�C/^/,JVJ/f
STATE OF FLORIDA
COUNTY OF PASCO
Slpratum of Owner Lessee, rgmels or Lesxes AWhoncetl
Offioerd3irec1wNminarlMarapar
�Uti!
�] sgrobrya Td!uolbrr��m
Tharasgornpmsty twos OdmOWedgcdbef—set Ws!! rdayof�,20bby�'��u�4--
W 1 (ype of-.Many.e P,ofi r,Wv_.altom y m feet)for es (mm�e oI paM/�TaR afwhom Inibfansat w'as-eueculed)
Personeiry Known D M Produced Idenhfi Ibn Notay Blryatu+a 1�
Type of Idenldlct—Prwkced —91 Nam(Pdnl)�(0
JOSE DAVID VELEZ
Notary Public-Stale of Florida
=y = Commission a GG 305477
My Commission Expires
wPaab,ixs/noMsmmnnncornan1yc053a49 February 25.2023
PROJECT DESCRIPTION
SYSTEM CAPACITY: 10.2 KW DC/7.6 KW AC
! NORTH
PV PANELS:(30)SIL-TITAN 340 NL(60 CELL)BY SILFAB
OPTIMIZERS:(30)P370 BY SOLAREDGE
NINVERTER:(1)SE7600H-US BYSOLAREDGE
RACKING SYSTEM:CROSSRAIL 48-XL BY EVEREST
, PROJECT INFORMATION
PROJECT LATITUDE 28.271236 MIN AMBIENT TEMP 1 °C
I.. - .. - PROJECT LONGITUDE -82.181022 MAX AMBIENT TEMP 35°C
T'Sy.n WIND EXPOSURE C
. -.. AHJ ZEPHYRHILLS
MAX WIND SPEED 137 MPH
•
Fix
LOCATION MAP / WIND WIND ZONES t • > ' DRAWINGS INDEX
2 C-1 COVER SHEET
N.T.S. .r C-2 SAFETY PLANS
• I E-1 ONE LINE RISER DIAGRAM
i --- E-2 SAFETY LABELS
h...:•n-A z* t S-1 STRUCTURAL PLAN
�•`-}.! —— S-2 RACKING PLAN
ty .�'- iI D-1
PV MODULES DATA SHEET
---------- '- )r;1 D-2 SMART MONITORING DATA SHEET
D-3 INVERTER DATA SHEET
}
H _ __ ____ ____ ___ _______________
GENERAL NOTES
r PER FL.STATUTE 377.705(REVISED 7/112017),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
e. STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
'5 • - �"=• FLORIDA BUILDING CODE.
� APPLICABLE CODES:2017 FLORIDA BUILDING CODE 6TH,ASCE 7-10
° I MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,
NEC 2014 ELECTRICAL CODE
ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND
GABLE RESIDENTIAL ROOFS,CONSIDERING FROM A 7°TO A MAXIMUM
27° (2/12 TO A MAXIMUM 6/12 PITCH ROOF IN SCHEDULE. ALL
3 IRRADIANCE MAP EXISTING ELECTRICALMET-IR ---
RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT.
! ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,
N.T.S.
PV DISCON-! CT-------- AND
PPV'STRING INVER i ER#1- IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2017 FLORIDA BUILDING CODE OR
`ti LOCAL GOVERNING CODE.
t,. . # g ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC) 2014,LOCAL
' STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
t r SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
3 L COMPLY HE PHOTOVOLTAIC POWER SOURCE FROM ALL
ALL WORK SI ALL W I��il
v ' •� t� �e ER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
CODES RLO IDA 8U DING C: QUED PER DEVICE LISTING, OR MANUFACTURERS
NATIGI A�ELECTRIC CODE RECOMMENDATIONS.NON-CURRENT CARRYING METAL PARTS SHALL
AND THE CITY OF ZEPHYRHIL E CHECKED FOR PROPER GROUNDING.
ERMANENTLY
t-`i.: z- - ORDINANCES ATTACHED BY ADHESIVE REOUIRED SAFETY SOR OTHE AND R MECHANICAL S SHALL BE
MEANS LABELS
�� .• Y SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2014 OR OTHER
7 €s� APPLICABLE STATE AND LOCAL CODES.SEE LABELS AND MARKING
PAGE FOR MORE INFORMATION.
—�a ( r� KING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
REVIEW DATXE L ACTURERS INSTRUCTION SPEC'S,INCLUDING ALL GROUNDING
CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL
CITY OF ZEPHYRHILL4 JOtTINUITY.
3D RENDERING ROQ � \, K; / BOS LOCATION "PROPERTY SIDE FACING STREET" PLAN EXAMINER I CAWINDTOOLISBASEDONTHEC&C WIND LOADS FOR ENCLOSED
t=tNGS. DESIGN WIND PRESSURES ARE CALCULATED USING
N.T.S. 1 - ASCE 7-10 EQUATION 30.6-1.ALL NOTES IN FIGURES ASCE 7-10 30.4-1
Q� • GENSF'•- SO N.T.S. AND 30.4-2(A,B AND/67C) HAVE BEEN INCORPORATED. MEAN ROOF
HEIGHT MUST BE LESS THAN 60 FEET.
_� Q i
DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATIOIt ElQEFl4B%i,QI4 CQSITRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 11-06-2020 KC NT ENGIPARTNERS LLC- -* *1 1TEN SOLAR POWER FL KENNETH CARANGELO COVER SHEET
REV DESCRIPTION DATE CAD OC '
PROJECTADDRESS:
C.A.32661 //J/- 12221 N US HIGHWAY 301 T
255 GIRALDA AVE i ST 1/.O•wL ` 1 • T H 7839 DAVIE RAY OR,
CORAL GABLES,FL 33134 / •
1 4V THONOTASASSA,FL 33592 ZEPHYHILLS,FL.33541
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
/ • S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-1
DESIGN@ENGIPARTNERS.COM j •'. FLDftp•• \\ (813)982-9001 PARCEL NUMBER: TSP56836
� DATE: SHEETS:
833-888-3644 5-s 27-27-08-727507-002570
#EC13008093 11-05-2020 1 OF 9
NORTH - /
N '
EXISTING ELECTRICAL .'ETER-------K
PV
PV S-<ING iNNVERTER#1 ----._._ 1
LOCATION OF NEAREST URGENT CARE FACILITY
NAME:
ADDRESS:
PHONE NUMBER:
"PROPERTY SIDE FACING STREET" NOTES:
1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
ED IIIii //
p[ 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
SAFL ° N , ../ URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
o
No. 83104 : O =
DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERI G STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME;
ISSUED FOR PERMIT 11-06-2020 KC NTJ KENNETH CARANGELO
ENGIPARTNERS LLE M
oo �� T` N SOLAR POWER FL PROJECT ADDRESS: SAFETY Y PLAN
O REV DESCRIPTION DATE CAD OC C.A.32661 J255 GIRALDA AVE / T 12221 N US HIGHWAY 301 TITAN 7839 DAVIE RAY DR,
CORAL GABLES,FL 33134 �C THONOTASASSA,FL 33592 ZEPHYHILLS,FL,33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
DESIGN@ENGIPARTNERS.COM Ss •R Cp! RAFAEL` S 0 L A R P 0 W E R ENG. A.GONZALEZ SOTO.PE G2
(813)982-9001
A PARCEL NUMBER: TSP56H3F)
p1,, �\ 27-27-08-727507-002570 DATE: SHEETS:
833-888.3544 /� 2 OF 9
#EC13008093 11.05.2020
WIRE SIZES,QUANTITY&TYPE RACEWAY SIZE,TYPE,LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
125%OF WIRE DE-RATED CALCULATION
WIRE TAG CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDUIT
QTY.SIZE&TYPE QTY.SIZE&TYPE QTY. SIZE&TYPE SIZE&TYPE LOCATION ABOVE ROOF CURRENT OUTPUT OCPD WIRE AMBIENT #OF FINAL DIST. VOLTAGE DROP% FILL%
CURRRENT RATING TEMP COND. AMPACITY
DC(BEFORE JB) (2)#10 AWG PV WIRE N/A 1 (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) (4)#10 AWG THWN-2 N/A (1)#8 AWG THWN-2 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. 350V 0.21% 8.1%
AC(INVERTER TO METER) (2)#8 AWG THWN-2 (1)#8AWG THWN-2 (1)#8 AWG THWN-2 3/4"EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.0A 40A 55A X 0.76 X 1 =41.8A 5 FT. 240V 0.1% 7.7%
STRING#1
EXISTING UNDERGROUND
SERVICE
A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 B1.12 61.13 B1.14 B1.15 240V/120V 200A BUS BAR
1
10 INVERTER TOTAL OUTPUT:32A
2 3 4
5 SAFETY RATING (125%): 40A
PV RAILS TO BE BONDED WITH#8 BARE WIRE TOTAL PV SYSTEM OCPD: 40A
STRING#2 6 8 9 )1 5OA
UNFUSED oA 4OA MAIN BREAKER RATING: 150A
B2.1 B2.2 1 #6 THW
B2.3 B2.4 B2.5 B2.6 B2.7 B2.8 B2.9 B2.10 82.11 B2.12 B2.13 B2.14 B2.15 J / 7 l BUS BAR RATING: 200A
1
120% BACKFEED RATING: 90A
GROUND
2 f
ONE LINE RISER DIAGRAM
N.T.S.
LEGEND-
(30) SIL-TITAN 340 NL(60 CELL) BY SILFAB 2#10 PV WIRE
REFER TO SHEET D-1 2 1 #8 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX
3/4"EMT CONDUIT
4#10 THWN-2
4 1 #8 THWN-2 GROUND 5 SE7600H-US BY SOLAREDGE-REFER TO D-3 SHEET 6 2#8 L1,L2 THWN-2 1 #8 TWHN-2 GROUND
1 #8 THWN-2 NEUTRAL 3/4"EMT CONDUIT
3/4"EMT CONDUIT
7 PV SYSTEM DISCONNECT 8
2#8 L1,L2 THWN-2
1 #8 THWN-2 NEUTRAL 3/4"EMT CONDUIT 9 PV INTERCONNECTION POINT
10 UTILITY ELECTRICAL SERVICE `� (. GO 4'I// NOT USED 12 NOT USED
DOCUMENT CONTROL DATE AD QC ENGINEER CONTACT INFORMATION ENGI QJG NH FACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 11-96-2020 KC NT ENGIPARTNERS LLC _i • 1 nn TITTAG_�SOLAR POWER FL KENNETH CARANGELO ONE LINE RISER DIAGRAM
REV DESCRIPTION DATE CAD QC C.A.32661 InV}(Vr�'7I/ ) '` 4221 NUS HIGHWAY 301 PROJECT ADDRESS:
255 GIRALDA AVE � T I T AN 7839 DAVIE RAY DR,
CORAL GABLES,FL 33134 r(((��� �HONOTASASSA,FL 33592 2EPHYHILLS,FL,33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
i � STgT O �� S 0 L A R POWER 1
ENG.RAFAEL A.GONZALEZ SOTO,PE E-1
DESIGN@ENGIPARTNERS.COM ��llvt
•• < •. ' (813)982-9001 TSP56836
PARCEL NUMBER: DATE: SHEETS:
833-888-3644 .: .n. #EC13008093 11-oszozo 3 OF 9
27-27-08-727507-002570
INVERTER#1
A N i ! i LABEL LOCATION:
WGi &WARNIN DUAL EI POWER SOURCE POINT OF
PHI0 0V& SYSTE R 0 I D C INTERCONNECTION
ELECTRICAL SHOCK HAZARD LABEL LOCATION: `' 15 AMPS LABEL LOCATION: PER CODE: NEC 690.64
DO NOT TOUCH TERMINALS INVERTER
AC DISCONNECT, f •- � 500 VOLTS( NEC 705.12(D)(4)
TERMINALS ON BOTH LINE AND POINT OF INTERCONNECTION PER CODE: NEC 690.52
480 V . WARIIIO` LABEL LOCATION:
LOAD SIDES MAY BE ENERGIZED PER CODE: NEC 690.17(E) POINT OF
IN THE OPEN POSITION 32 AMPS INVTEROUTPU1CONNECTLON,.OONOT INTERCONNECTION
RELOCATE THI 0VERCURRENT DEVICE a
PER CODE: NEC 690.64
NEC 705.12(D)(4)
i i i i i LABEL LOCATION: /� CAUTION
LABEL LOCATION:
•' 32A AC DISCONNECT / 3 U 1 ION MAIN SERVICE PANEL
� � � J240V " PER CODE: NEC 690.54 PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PER CODE: NEC 705.10
NEC 690.45(B)(5)
ELECTRICAL SHOCK HAZARD
LABEL LOCATION:
IF A GROUND FAULT IS INDICATED INVERTER
NORMALLY GROUNDED CONDUCTORS PER CODE: NEC 690.05(C) LABEL LOCATION:
MAY BE UNGROUNDED AND ENERGIZED ► POINT OF
INTERCONNECTION
PER CODE:
LABEL LOCATION: NEC 690.33(E)(2)
AC DISCONNECT
�r ► ■ POINT OF INTERCONNECTION LABEL LOCATION:
z2PER, � DC DISCONNECT
CODE:NEC 690.58(C) PER CODE:NEC 690.14(C)(2),
LABEL LOCATION: •
________ ___________________ ______ I NEC 690.53
TURN OFF PHOTVOLTAIC ! AC DISCONNECT, MAIN PANEL
PER CODE: NEC 110.27(C)
AC DISCONNECT PRIOR TO OSHA 1910.145(fl(7)
WORKING INSIDE PANEL CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
LABEL LOCATION: LABEL LOCATION:POINT OF INTERCONNECTION
AC DISCONNECT PER CODE:NEC 690.15,NEC 690.13(B)
WARNING 1PER CODE: NEC 690.54
ELECTRICAL SHOCK HAZARD LABEL LOCATION:
DC DISCONNECT, INVERTER
THE DC CONDUCTORS OF THIS PER CODE: NEC 690.35(F)
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
AND MAY BE ENERGIZED
PV SAFETY LABELS DATA ��� Lt� 2 �,�
N.T.S. �� ��,,•
ttP. ' %, oDSSCONNECT, DC CONDUIT
4Q• PER CODE: N .31 (E)(3)
DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTACTOR CONTACT INFORMATION CONTRACTOR LOGO I CUSTOMER: SHEET NAME:
KENNETH CARANGELO ISSUED FOR PERMIT 17-06-2020 Rc NT ENGIPARTNERS LLC 'T A SOLAR POWER FL SAFETY LABELS
REV DESCRIPTION DATE CAD QC *7(/J PROJECT ADDRESS:
C.A.32661 % STAI of � � ONOTASASSA,FL 33592 t 221 N US HIGHWAY 301 T I T A N ZEPHYHILLS,FL,33541
255 GIRALDA AVE fT' 7839 DAVIE RAY DR,
CORAL GABLES,FL 33134 / PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
/ •••R� 50 LAR PO WER
- DESIGN@ENGIPARTNERS.COM ,`41 •.����A•• Z\� (813)982-9001 TSP56836 ENG.RAFAEL A.GONZALEZ SOTO,PE -_- -E-2
PARCEL NUMBER: DATE: SHEETS:
833-888-3644 '�� 'O F.- #EC13008093 27-27-08-727507-002570 11-05-2020 4 0 F 9
ULTIMATE WIND SPEED 175 mph
NOMINAL WIND SPEED 137 mph
-._.fit ....- RISK ORY II
EXPOSURE CATEGORY C
NORTH ROOF SLOPE 20
4 ROOF TYPE HIPPED
+ PRESSURE ZONE: 1&2
MEAN ROOF HEIGHT:.,_.. s=.. 22.6
PERIMETER WIDTH: 4.0
N — 1.0
< . \ 1 /7 KZT
0.925
VELOCITY PRESSURE =0.60"0.00256 K V
VELOCITY PRESSURE ASD 22.68
LA1.1 SOLAR MODULE EXTERNAL PRESSURE COEFFICIENT Z1 0.5 -0.9
ARRAY A /7 = T'" EXTERNAL PRESSURE COEFFICIENT Z2 0.5 -1.7
TILT=20° J .12 ( TYP.SEE 2 1
_: EXTERNAL PRESSURE COEFFICIENT Z3 0.5 1.7
�T-
AZIMUTH=270°(W) I "# g INTERNAL PRESSURE COEFFICIENT 0.18
PRESSURES MAX. MAX.
--- -�" - - --- - � _ ... A ..`..--- ROOF MOUNTS ZONES
(._...,:� (PSF) SPAN(FT CANTILEVER(IN)
LOCATED AT CENTER
1 -24.49 6' 24"
CBs _ _._.. ...._.. ____ _ — }- -. OF ROOF TRUSS-TYP. 2 4263 4 18"
�--. - .
-42.63 N/A N/A
* OBS -OB � TOTAL ROOF AREA _s-ft
-.._ f —LOCATION
TOTAL MODULES: 30
�' " * ' LOCATION-INSTALLER TOTAL PHOTOVOLTAIC AREA: 548.96 s .-ft
11.15) MUST VERIFY IN FIELD WIND LOAD PSF : -42.63
Al Iti I 5# F -I
TOTAL WIND LOAD LBS : -23,402.16
OAS . TOTAL ROOF MOUNTS: 60
I ARRAY B TENSION FORCE PER MOUNT LBS ` 390.04
— ■ h a • TILT=20°
LEGEND & SYMBOLS
- f AZIMUTH=90°(E)
__ - -. . •_- k OBS ROOF OBSTRUCTIONS
OBS I ARRDAY#
.. ._.... ....... ........ . XX.X MO ULE #
STRING#
_. _... __. _.. . ; PV MODULES
EXISTING ELECTRIC METER- -- -- --- ---- "'
PV DISCONNECT-. i - - - --
-- OEI'
PV STRING INVERTER ' _ ,� TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
ROOF SLOPE
OBS r - - ..-
1 _ __
-\ I UL 1703 CERTIFIED
MAX.PV MODULE SURFACE LOAD:83.5 psf
THE RAIL EXTENDS A MINIMUM OF 3" I APPLIED WIND LOAD:42.63 psf
FROM THE EDGE OF THE MODULE-TYP.
NOTES:/7 1�{+' I -INSTALL MID CLAMPS BETWEEN
fF SIL-TITAN 66.9 MODULES AND ENDS CLAMPS AT THE
j 340 NL END OF EACH ROW OF MODULES.
I (60 CELL)
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONE
I ! FOOTING ON BOTH SIDES OF THE
SPLICE.
STRUCTURAL ROOF PLAN & PV MODULS� MODULE
' ® SOLAR
a �r.- NSF '•.s
DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION " EN RII TAMP .A CGITRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUEDFORPERMIT ,11-06-2020 KC NT ENGIPARTNERS LLC KENNETHCARANGELO STRUCTURAL PLAN
TP�N SOLAR POWER FL
REV DESCRIPTION DATE CAD OC � PROJECT ADDRESS:
C.A.32661 "� ADo * 2221 N US HIGHWAY 301 T A N
255 GIRALDA AVE 7839 DAVIE RAY DR,
CORAL GABLES,FL 33134 - (J/�[, �THONOTASASSA,FL 33592 ZEPHYHILLS,FL,33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
�'•rQ "•••� S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-1
DESIGN@ENGIPARTNERS.COM CCC ` (813)982-9001 PARCEL NUMBER: TSP56836 - - -
�pRlpp DATE: SHEETS:
833-888-3644 . � #EC130OB093 27-27-08-727507-002570 11-05-2020 5 OF 9
'/,. 011®e 1"G ��,
CrossRail End Clamp L-Foot CrossRail IVlid Clamp •
CrossRail 48-XL a
— --- � �. ._..........._...............__.__--.-__.........._......._........----.r•� - " f "' All SeasDDAsphaltPatch
-stew a:»rteal5
�r •Adhe(e5hWetGDryC°M-gun
f .114k Imw4GNEe
Mechanical Properties •;+_ - ^ •MollsAledrean
xua .+S 3
'+wtd.smdrs-,mna r r+. 4 a _ 3 rs a.`rne
hM1*wt a. ax a:y. = 'a t+:-. •.e.+8 , ma..aKe•nc.ramw..a.Fo:�b. e..s a-.�rf. "mx ,.,n-v^.�..r,'°,,.-...:-,,.rr....r.�ti
Section Properties .,b,u�r:,�.M°•e,.. .N.a.«,.�„u.vn,,."R.]•n.:n,,..,a i(mi-
-p 9 X 5
- W'+ti-- .( -.,:f. .Y•-_r.ura �.:n: l N -liu s•+. ...s nr. N �� 6m�I n �b 6x10
i ) '•K-f. tevJ.... M1....s,+. t..w..r,,...+ N Y eT- cKcun wa'9
s f -
.
._..__. a.--—
ar j it fii�) ,a f 1 i.F W an awn
...t.. 54 74 0 c�w.q a1
...."v Technical data a .e a�r�r �.. �< Mw..
Technical data Technical data a ,
'0 40.0 f in 140 i°dr^s M' '" "5--m3"°" ypukl 00405 is.50014s0 .i ^rn;S,t -..
b Sr„eMW - 3!.S i >4%nc taca Y9N&e t - -- M
tYCr
- :p[` •i..»f,to aJ.esam>.+r.,rux 1'•x6 xm...-..v .i 0
m-.,•.f...-, a..,s.:nST•.�S - ,trizz,^ess...mWn.r.be.ay..Mu'naFi•nw;i alarMS m;"Nr.-mr,,,- :ha
•rd^•.GibwnM9•T•mp+,Fbnde 3la)SSa99
F avcvvw,rataw§hrp. _,.....e__.— ,_ -.....+...-.
�nv,rm re.•xwtzn��iann=w.wn u.•w,a:xaavrm,en +.--. «.e«.,.— ooe:Ial]I]p•n U,
SPAN TABLE FOR RT MINI ANCHORAGE SYSTEM
Dta a a s s
CROSSRAIL END CLAMP 6 1 sf R s f 4 a
C 7to27 1 8 9 8 8 7 6 5 4 4
LAG BOLT De eres 2 6 5 5 4 3 3 2 2 2
:o
Degrees 2 8 7 6 5 5 4 3 3 3
FLASHING
O to6 1 8 8 8 7 6 5 4 3 3
De rees 7 5 4 4 3 3 2 2 2 0
fQE
EXIST.2XWD. C Ito 27 1 8 & 8 7 6 5 4 4 3
��C1&A TRUSSES OR 28 qs 1 8 7 7 6 5 4 4 3 3
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE Oo��E RAFTERS Degrees 2 7 6 6 5 4 3 3 3 2
IoM 0106 8 8 g 8 8 8 a - 6
X25 De s 28 8 8 7 6 5 4 4 3
71027 1 8 8 S 8 8 8 8 8 7
_L C 28 8 8 7 6 5 a 4 3
`(n28K,45 1 8 8 a e 8 8 8 7 6
PLACE BOLTDegrees 2 8 8 8 8 R 7 6 5 5
1/4"SS 18-8 BOLT AT C.L.OF
1/4"SS SERRATED FLANGE NUT "P �2TRUSS OR
RAFTER LAG BOLT PULL OUT CALCULATIONS
n Spruce,Pine, Per inch Thread Depth 2661bs
SECTION "A-A" SS Lag Bolt 5/16"x 4" Min.Thread Depth 0'-3"
Wood Strength x Thread Depth=Pull Out Strength
N.T.S. FLUSH MOUNT SYSTEM SPAN TABLE(inches) 266 lbs.x 3 in=798 lbs.
EVEREST CROSS RAIL(46-XL VERSION SEALANT 60 CELLS PORTRAIT OR LANDSCAPE Allowable Pull Out Strength per Lag Bolt 798 lbs.
EXPOSURE B Max.Pull Out Strength Required per Lag Bolt 390.04
'' ROOF WIND GROUND SNOW:0 psf Lag Bolt Pull Out Strength Safety Factor 2.05
i Engineered to ASTM D 17661,,w_>r,.nf5--ep:fa.f.-r,.: .°""',
SLOPE SPEED ZONE 1 ZONE 2 ZONE 3
L-FOOT %� ------__ 5 _Components oi_ensions In iem) d0
RR 00MM!eK (degs.)) (mph) (inches) (inches) (inches) Lag Screw Installation Guidelines Uni-Rac Specs.Lag pull-out(withdrawal)capacities(Ibs)
"I"' 1.Determine location for the Mount on roof by in typical roof lumber AS_
r 050:1 110 96 89 77 drilling through the center of truss from bottom with
0 ^^•r]Urx 115 96 86 74 5132"doll bit STAINL STEEL Lag screw specifications
" 2X4 RAFTERS 24"O.C. Rage Inst Il non 2. Mark mounting holes for Mount on sp ESSea s
120 96 84 70 undedayment Mounting holes should be centered Specific °4o"shaft,
- SO"'n v ° '" @f 130 94 80 65 on the trusses.
RTMINI """5-°" "" 'a""
SEE DATA SHEET ABOVE . '5________4"__-____________—, . , . .w4.Appyll seal dot hole.
7°-27° 140 91 73 60 a. P gravity per inch thread depth
ASPHALTApply sealanIt bottom nMount.
r nce w: {� � - i 150 87 68 56 5.Place Mount over roof undedayment wlth holes Douglas Fir,Larch 0.50 266
SHINGLES ° ,- ..,.r n.. in r6 of.
v„ar seer: Fletlbleeesbing `•y-,-,( 160 93 64 53 6.Apply sealant to bottom of Mount apply sealant Douglas Fir,South 0.46 235
to lag strews and fasten Mount securely to
. 170 80 60 49 busses. Engelman Spruce,Lodgepole Pine 0.46 235
NOTE: 5/16"SS LAG BOLT �r. * -
Deck tallatl0n 180 75 57 48 7.Apply addgonal sealant to to assembly tube
SEAL BASE MOUNT TO EXISTING 5/16 SS FENDER WASHER sure all penetrations are sealed.p (MSR 1650 f&higher)
ROOF UNDERLAYMENT WITH ROOF
r
SEALANT AND MEMBRANE ,SOEo� a= "re Hem,Fir,Redwood(G6se grain) 043 212
' zrmrruw,wrr 100`a Yf+aterpsaof
� mil Hem,Fir(North) 0.46 235
—....�vv _ scO,55 SO=u,.w.w.w.in,hnr" .re^r(peb
,., f�,_ w .,,,fM,,,,.,,,,n,,,w,rn .,�,,,, Southern Pine 0.55 307 -t3
I I L ::;y L Notes:(1)Thread must be embedded in the side grain of a Trusses or other structural - 1--•
wi eaa•amtamr
•..� member integral wdh the building structure. Fla= •ea
}. + .-. ✓.-` 2v=^,,.�,a Inn^r�m ascs r,°m„e,e.,,.an,°:,.,fe.,,,a Spruce,Pine,Fir 0.42 205
\ A �j 0 .��t � � () Lag Bolts must be located in the middle third of the structural member. „„e:,,a.:,vo vac.
� G♦ 1'� ..• s s ��tlM � (3) These values are not valid for wet services.
vV (4) This table does not include shear ca acities.If necessary,contact a local en meer to Ir•• ^n ^y p..r�«u c�w.,ace.»own e1.,nxia Spruce,Pine,Fir
SHINGLE ROOF MOUNT DETAIL & DATA (�Q %.ICE p (E of 2 million psi and higher
specify laq bolt size with regartl to shear forces. F nm w,c nr,�aK e,:•a m.� re rc,wr.,.• n
- (5) Install lag bolts with head ad washer Flush to surface(no gap).Do nor over-torque. m•e..,n w� ° a _`-"'m grades of MSR and MEL) 0.50 266
N.T.S. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable Sources:American Wood Council,NDS 2005,Table f 1.2A,11.3A.
adjustment factors if necessa .See table 10.3.1 in the American Wood Council NDS -0 ,404 lb . 831 " a,m��aw .anb mow .„.,maw
1�4 Q for Wood ConsWction. °n
DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION • ENGINEERING MP •CO.,rRA"TOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 11-06-21120 Kc NT KENNETH CARANGELO
ENGIPARTNERS LLC ITAN�0LAR POWER FL RACKING PLAN
REV DESCRIPTION I DATE CADI QC ti PROJECT ADDRESS:
C.A.LDA AAh2221 N US HIGHWAY 301 . T ' T A ■
255 GIRALDA AVE `S AT ` _ 7839 DAVIE RAY DR,
CORAL GABLES,FL 33134 �/-OR I DA e• HONOTASASSA,FL 33592 l��r/JZEPHYHILLS,FL,33541 PROJECTID: ENGINEER OF RECORD: SHEET TITLE:
S 0 L A R P O W E RDESIGN@ENGIPARTNERS.COM ENT.RAFAELA.GONZALEZ 5070,PE S-2
�/�,O �� (813)982-9001 PARCEL NUMBER:
� Nq�n.•E \� TSP56836 DATE: SHEETS:
833-558-3644 i/ ;\\ • #EC13008093 27-27-08-727507-002570 11-05-2020 6 OF 9
-v+srvra�—
• il•fYfk�4lV'I, rryy=�,}.(.y�., •�
- .(i I !
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,i/raximum�te rarer wrrent( ,axJ A 101 _ 71
Olen circuitvOltaee(Vqc) V- 40,9 37,1.
Shhrt circuit cur i Lot(Isc) A - -�•Y--n4 m-ry 1[)5-���-----4^—•-- S3
- _ ._..--_._.—..._ 17,7 ...._-..
PANEL NtawmuT tem vulta e(VOC) V _ _ _ 10
-.. 00
SOLAR Senesfusetatm� �.,._.. ____ � __ ______._..,..._______..•. ...._.__.�.
Power Tolerance '4'p: +/3
. .gyp. .d l erts.$TC 10 G 5-'i'i2•Aft E 'cmp«rai:;re ZS°C•4��C i YOe'Nrm-.2ir1 t5,Meas.. .m_.eu .,-air't _-f __ .....____._................_—....-..
•Sunrimulatcr zaibrax°r.relereru mnduin from Feaunhoiar'r•st,6ate.£I=c,c,e,I:haraote sbcr rna+vary bvt&t and pnw-nr by+1-3%.
�� TemeraturA(ueff ants Isc µ 0:064'°-/'C
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NOCT(*2`C) _ 4b C
O erati rem rrerure -401+85C
•
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INDUSTRY LEADING WARRANTY 41+0AIbs
The Titan Solar Panel is manufactured by Silfab Solar Dimensions(H at x D) 66.9 in x 39.4 in x 15 in
• • Maximum surface tool(wind snow)' 8351112.8 16/Fr v W 1
and includes an industry leading 25-year product Had l act re ---- e � o] n,x51.6 mph u __-
• workmanship and 30-year performance warranty. Calls 60-S mono PERC 5 buster,6.25 x 6.25 6th_4
• • Glans. ��� 0.126,0 hr h transm trance rem erect DSM ankl r eflectrve coaGn�
MAXIMUM ENERGYOUTPUT Cables and connecEorsi=Fe t in taiatronmanuatl 47.210,d0211n MC4F<amStauLG
Leveraging over 35+years of worldwide 6acksheet H'h duraieli 5-u xr o h rol r5-and UV reustance,met la er dl_lect o film,fluarine-free PV ba.kaheet
7d i _ X ;
experience in the solar industry,Silfab is dedicated to Frame Anedtze.d Aluminum(Bijck)
superior manuFacturing processesandinnovations assdiod!s 3drodes30SQ045T(45VrnaxiX-b)rckrzi viAmaxforwrdretlfelcurrAnU
such as Bifacial and Back Contact technologies,to JunctronBox UL3730 Cey hfied,1EC 62790 Certified,IP67 rated
• ensure our partners, such as Titan Solar have the $
Module product workmanship warranty 25 ears"`
latest in solar innovation. -•------------------ ----------.---.---•--.----.---.-L _ _.._-S---.-_.-. ---- _�_ -._____.__
30 ears
linear pewerperfolmancegguarantee: _
2 971 .end Ire >>91 6° wi2xead.7.,h ear ?$2 end 30"' ear
NORTH AMERICAN QUALITY - -•� . . .�
Silfab is the leading automated solar module menu- ULC ORE)C1703 011703 CEC listed"',UL 61215-f1-] 1'2 UL 51730-11-2 I EC 51215 1/111 2"'.
facturer in North America.Utilizing premium quality Product IEC 61730-V-2',CSA C22.2'd61730-1%-2 ,IEC 62716Arnmonia Corrosion:I EC6l70tt2011
materials and strict quality control management to _-_ ___„_.,�-_ _ _Salt Mist c=c ro4ionCertif :4lLFireRatin�,T 2_ �a _
deliver the highest efficiency, premium quality PV Factory` __0_• _. _,__ •__ ,.r 15D90012015
41 3 P [at•26
modules 100%made in North America. =Modt:'e: =•r
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Act Cemp a ee_The US State Depa-rtma/st,-US Military and ; locates within nth America-Our sad+North Arj•erkats I
AAA hare all utilized Silfab panels in their solar ins�tafatioei team is ready to help Titan Solar win the heartts arid"minds o C
customers,providing customer service and product delivery
.3 LIGHT AND DURABLE:
that is d1ret5 of ci rt and local
TtanSolarPt r aaw,us-mn9 e
En sneered to accommodate high wind:load conditions for"test 4E 1
leads'valydet:ed.0 to 4OOOPa es hft;The li t-weight frame "1S,
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is xtlttshrely designed fo5 wide rang r vtckirtg c rnpatiballty Af4latac1s.51 e1€clasigrh tt lfo h gh prsf to sLdentlalor 4 ...,. ,.K,. Te!8553A)-SOLAR
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DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION ENGINEERING • QCONRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 7 1 116-2 0 2 01 KC NT KENNETH CARANGELO
REV DESCRIPTION DATE CAD oc ENGIPARTNERS LLB r'4 Rj�
( I *TN SOLAR POWER FL PV MODULES DATASHEET
�q �I{ PROJECT ADDRESS:
C.A,32661 « //f,1 12221 N US HIGHWAY 301
255 GIRALDA AVE , •' OF TITAN ZEP YHILL RAY D3,
CORAL GABLES,FL 33134 �A'r�.' 'l THONOTASASSA,FL 33592 Q ZEPHYHILLS,FL,33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
DESIGN@ENGIPARTNERS.COM '•�ORIIDA �� S 0 L A R P 0 W E R TSP56836 ENG.RAFAEL A.GONZALEZ SOTO,PE
D-1
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O�Iy •••••••• f •, - - - - 00 DATE: SHEETS:
833-888-3644 ✓,r�f�1! 2727087275070257
6 7G� #EC13008093 11-05-2020 7 OF 9
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Power Optimizer
For North America
Power Optimizer P320 / P34 / P370 / 400 ( P401 / P405 / P485 / P505
For North America '
P320 / P340 P370 P400/ P401 / P405 / P485 / P505 '
mINPUT
Rated Input EC Powers 320 346 370 4iri) 405 485 545 'N
Absolute Maximum Input Voltage 4£1 -64 80 60 125 83'I' lk1G
(Voc at lowest temperature)
M PPT OperaDng Range 8-48 8-60 8-80 B-60 125-105 i2.5-63 Vdc
I Maxrrdtue1 Short[hart Current
(Isc) 11 10.1 1175 11 14 Adc
Maximum DC Input Current 13.75 125 14.65 12.5 17.5 P9/Weximud Efiuenry 99.5
III
Weighted EfficiencyEfficiency98.5 98'.6'
Overvoltage Category II___I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING S0LAREDGE INVERTER)
Maximum Output Current 15 Ads.
Maximum tutout Voltage 60 85JY 'P'T Vdc
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Power 1+0.1
m Vile
Opt iter
STANDARD COMPLIANCE
N EMC FCC Part15 Class B,IEC61000-6-2;IEC61000-6-3
Safety i10621U9-1(lass II safety),UL1741
Material. UL94 V-0,UV Resin Cant
■ RoFIS Yes
INSTALLATION SPECIFICATIONS
Maximum Allowed System 1000 Vic
Volage
Compatible Inverters .All SolarEdge Single Phase and Three Phase inverters
12951.53x33.5 1295153x29.5 1295162.x59! net
Dimen4ons(W Lx H) 129x153x273/51x5r.'..1 /51xcx13 /5.1(6x1.16 1295 89h495 15:1 M63 zt9 5-1x6.4x2.3 /in
Weight Iincludingcables) 630/1.4 750,'17 655/15 845/19 1064/23 grj lb
Input-Connector MC4 1f; Single or dual MC4'�
MC4P"P!
Input Wire Length 016 1052 m/ft
Output Wire Type/Connector Double Insulated I MC4
Output Wre Length 0.9,'.2.95 _ 1.2/3.9 m'
/ft
PV power optimization at the module—level Operati_g Temperature Range1"' -4f1F5$ N40-1185
Protection Rating P158 Ne'MA6P
Pelauve Humidity 0'-100
B Specifically designed to work with SolarEdge I Fast installation with a single bolt (I)Rated powerdf tlterncdule'arSTCwiil rtot?xceed theootirnizer'Rated hpin DC PM,vwr.Modules with uptb+5%pcsertderance area!Icmed
(2)NEC 201?requires max input v Itage be notrnose than 8W
inverters I (3)ro other`rarnecwr types please ca+taa SoarEdge
Nextth mo dule- (4;Fer dual versmn forparalelconnecvnd*iio ro- dules use P485-4N the MDFJRM,In case of anodd nunber-ol Pv rnodfes inpne st ng ring,ialling¢-+.,e P485 dual versienpoyer opurnizercornerted
generation maintenance wi
tc one PV module.When!onrieconri a single module seal dean zed mpuc connecmrs wnh The supp66d pair of seals,
Up to 25%more energy level monitoring (5)ForamLirerternperatureabrne r85Cr eI85'rpcwerde-ranngisapplied.PefertoPowerOpnrdzersTerxpsratureDe-Rating lechnical New for rriere details.
/ Superior efficiency(99.5%) 1 Meets NEC requirements for arc fault �_ • • .
protection(AFCI)and Photovoltaic Rapid ..• . �
Mitigates all types of module mismatch losses, Shutdown System (PVRSS) A4i Hmem String Length 171=20F�W,. P370. 8 10 16
from manufacturing tolerance to partial
(Prxver Gpnmize,) P470,P401P405,P485,P505 6 8 14
shading I Module-level voltage shutdown for installer 13a<irtumStringLength(PowerOphntize-s) 25 25 s0bt
and firefighter safety 5700)€000 with
I Flexible system design for maximum space Maxirnum Powe:per String SE7600iIS-SE1i400- 5250 6000In 1275or?' W/
US)
utilization Parallel Strings of Different Leng*ns or Orientations Cps
(6)For detailed stnngslzing inicm anon rerer to:h;tp>jvn wscleredgecornlsiresideiaulVn'esivring sizing_rapdf
(71 It is notallowed.o mr P405/P485/P505 pith P320/P340/P370/P400/P401 In one siring
III iii (8)A sir r g with more than 30 opim Hers does not meet NEC rapid shutdcwrn req I iernents,safety vdtage null be atone the 30V requirement
I// (9)For 208V grith Ills llured to install up to 651)3W pm string when the'wa'r,nsore,cower d,ffnreee berween each stung is.00901
`\\ G O Z // 1� 5 (10)For 2 SW gn it al!owcmi to install up to t5 948 per gym,wham:the reeers um power dd`erer ce ben eer each Orin is v.t9C N
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solaredge-coin Ito dg an cg
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No. 83 A % b1[216E1C
DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 11-06-2020 KC NT n
KENNETH CARANGELO SMART MONITORING DATASHEET
REV DESCRIPTION DATE CAD QC ENGIPARTNERS LLB } 1 /7 TN SOLAR POWER FL PROJECT ADDRESS: -
C.R.32661 .• A • r /�l••�� 12221 N US HIGHWAY 301 -� TIT N
255 GIRALDA AVE � I (�((f 7839 DAVIE RAY DR,
CORAL GABLES,FL 33134 i ,•' THONOTASASSA,FL 33592 ZEPHYHILLS,FL,33541
♦ PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
`� •'• 1-DR I DA•.•' �.. S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D2
DESIGN@ENGIPARTNERS.COM '•.•• ,.• (813)982-9001
_ V •• � ..\ PARCEL NUMBER: TSP568.36 0 - -
833-8B8-3644 / N,qL 4_\\ #EC13008093 27-27-08-727507-002570 1105-2020 SHEETS: 8 OF 9
Iltlt ' '
Single Phase Inverter
With HD-Wave Technology for North America
Single Phase Inverter Z _SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
SE76.00H-US SE10000H-US / SE11400H-US
with HD-Wave Technology
11 ■
for North America ■
SE3000H-US / SE3800H-US/ SE5000H-US / SE6000H-US/ OUTPUT
3800 @ 240v : 6000 c MV ! 11400 @ 240v
SE7600H-US SE1 0000H-US / SE11400H-US tatedACPpwerOutput 3000 5000 7600 10000 VA
3300.@ Z08V ! 5000 @ 2P8V 10000 @ 208V
Maximum AC Power Output 3000 3800 O 240V 5000 1 6000 @ 240V 7600 10000 I 11400 @ 240V VP
- 3300 @ 208V ; 5000 @ 208V 10000 @ 208V
AC Output Voltage Min.-Ivom.-Max ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac
[ (211 240 264).
AC Output Voltage Min.-Nom.-Max. ✓ _ ! -,_ _ ✓ Vac
(183-208--2Z9) I
AC Frequency(Nominao 59.3.-60-60.5' Hz
C Q Maximum Continuous Output
Current @240V 12.5 16- 21 I 25 32 42 47.5 A
Maximum Continuous Output
Current O208V - 16 } 24 _ - I_-_I_
48.5 A
® Power Factor 1,Adjustable-0.85 to 0.85
GFDI Threshold 1 A
Utility Monitoring,Islanding Protection, Yes
Country Configurable Thresholds
INPUT
solar• ar. Maximum DC Power @240V 4650 5900 _7750j_9300_ _11800
O '�^,L.. sue. ,�„��.,... • lssoo n6so
Maximum DC Power @208V -_ °°_ _- 7754 ! 15500 W
'1 ,� �.. Transformer-less,Ungrounoed Yes
Q O Maximum Input Voltage 480 Vdc
13 _ Q Nominal DC Input Voltage 380 Vdc
Nominal
um In ut Cuir Voltage
@240td'"1 8.5 I 10-.5 13.5 16.5 _400
27305 Adc
I II MaximumInputCurrent208VI'I - 9 - 13.5 _-_27
Adc
Max.Input Short Circud Current 45 Adc
Reverse-Polarity Protection Yes
rw Ground-Fault Isolation Detection 600kn Sensltly ty
Maximum Inverter Efficiency 9 99.2 %
99 @240V ,%
CEC Weighted E16cienq 99 -98.5 @ 208V
Nighttime Power Consumption <25 W
Optimized installation with HD—Wave technology 11 For other regional settings please contact SolarEd9esippert
C A higher current source may be used;the Inserter will lir tit Its input eurrentto the values stated
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 smartphone using the SolarEdge SetApp Built-in module level monitoring
I Fixed voltage inverter for longer strings I Optional:Faster installations with built-in consumption
metering (1%accuracy)and production revenue grade
I Integrated arc fault protection and rapid metering (0.5%accuracy,ANSI C12.20)
shutdown for NEC 2014 and 2017, per article
690.11 and 690.12
,,, !!l1111111//
"N' GONZ * :J
solaredge.com '
No. 83104 : O =
DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATON * ENGINEE INO STAMP BONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 11-0s-2020;KC NT KENNETH CARANGELO
ENGIPARTNERS LII'4 IRAN SOLAR POWER FL INVERTER DATASHEET
REV DESCRIPTION DATE A qC
CA.32661 �^ 12221 N US HIGHWAY 301 * TITAN PROJECTADORESS:255 GIRALDA AVE 4P T 7839 DAVIE RAY DR,
CORAL GABLES,FL 33134 i . � THONOTASASSA,FL 33592 ZEPHYHILLS,FL,33541�RIDP •• S 0 L A R P O W E R PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
DESIGN@ENGIPARTNERS.COM '# S� •••••... •• �,� (813)982-9001 6 ENG.RAFAELA.GONZALEZ SOTO,PE - D-3 -
A�►1A PARCEL NUMBER: TSP56836 PATE: SHEETS:
833-888-3644 f/7 V6`��1L \� #EC13008093 27-27-08-727507-002570 11-05-2020 9 OF 9
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