HomeMy WebLinkAbout20-1148 v j
r � City of Zephyrhills
5335 Eighth Street
aPERMIT NUM9tR ,
N
fw�sK Zephyrhills, FL 33542 ELCMISC-001148-2020
Phone: (813)780'0020
:J Fax: (813)780-0021 Issue Date: 12/15/2020
Permit Type: Electric Service Replacement/Misc
Plroperty iVumtier _ ..,Street ress
32 25 21 0100 01800 0050 17173 Boxer Round Place
KOwner.lnformation ,,,,; Permit'-1nfoimation
06600r Information
Name: ROSS HICKMAN JUSTINA LICALZI Permit Type:Electric Service Replacement/M Contractor:TITAN SOLAR POWER FL
Class of Work:Add/Alter Residential INC
Address: 7173 Boxer Round PI Building Valuation:$0.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$33,000.00
Mechanical Valuation:
Phone: (813)267 2419 „ 1 ��
Plumbing Valuation:
Total Valuation:$33,000.00
Total Fees:$307.50
Amount Paid:$307.50
Date Paid:12/15/2020 12:49:42PM
Project°Description
INSTALLATION PV SOLAR ROOF MOUNT
Application Fees. = -
Electrical Permit Fee $205.00 Electrical Plan Review Fee $102.50
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
MIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�a
sI"1'lil City of ZephyrhillsPERMIT�NUMBER �r
n
5335 Eighth Street ffi
Zephyrhills, FL 33542 ELCMISC-001148-2020
i y Phone: (813)780-0020
Issue Date:
Fax: (813)780-0021
Permit Type: Electric Service Replacement/Misc
Property Number Street Address ;,
32 25 21 0100 01800 0050 7173 n
Owner Information Permifanf6imation ractoranf r ation
Name: ROSS HICKMAN JUSTINA LICALZI Permit Type:Electric Service Replacem Contractor: TITAN SOLAR POWER FL
Class of Work:Add/Alter Residential INC
Address: 7173 Boxer Round PI Building Valuation:$0.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$33,000.00ry}
Phone: (813)267-2419 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$33,000.00
Total Fees:$307.50
Amount Paid:$0.00
Date Paid:
Project Description . w.
INSTALLATION PV SOLAR ROOF MOUNT
Application Fees
Electrical Permit Fee $205.00 Electrical Plan Review Fee $102.50
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.
ajC,0W4%tFr-
CONTRACTOR SIGNATURE PEf IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-78M020 City of Zephyrhills Permit Application FaX-813-780-0021
Building Department
Date Received
, Phone Contact for Permitting .(�22 880
9742
Iat911a1 Itst
Owner's Name
Ross Hickman Owner Phone Number 8132672419
Owners Address id pi Zephyhills FFL W 541 Owner Phone Number
Fee Simple Titleholder Name � Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7173 boxer round pi Zephyhills FL 33541 LOT III
SUBDIVISION PARCEL 1,00 01800-0050
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRFX-I ADDIALT = SIGN = = DEMOLISH
R INSTALL REPAIR
PROPOSED USE SFR = COMM FX= OTHER I solar PV installation
TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL
DESCRIPTION OF WORK solar PV installation
BUILDING SIZE I..__ 7:1 SQ FOOTAGE HEIGHT
'crA-vIrwX:sL It'UtVlt 'cvx7cvrx
=BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION 33000
®ELECTRICAL 1.$ 3,3000 AMP SERVICE PROGRESS ENERGY F_1 W.R,e.C.
=PLUMBING 1$
=MECHANICAL 1$ VALUATION OF`MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO I
6� _-
BUILDER COMPANY
SIGNATURE REGISTERED Y/N YIN- I
Address License#iCens.7 ELECTRICIAN r
COMPA Y Titan Solar Power FL
SIGNATURE REGIII_''RED I Y/N FEE CURREN 1 YIN
�D
[�130 9Sr24
waa- S 301 Thonotosassa FL 33.592 License#
PLUMBER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN I YIN I
Address I LIGense# 1,
MECHANICAL COMPANY
SIGNATURE REGISTERED YIN FEE CURREN
Address License If
OTHER COMPANY
SIGNATURE
REGISTERED I Y134 FEECURREN I Y-1 N
Address License#
stagggess 4 tit 1111191111 axis lawsix,gat Alt'41 ][1146,461111111 119411t
RESIDENTIAL At Plans:(1)set of Energy.Forms;.R-O_W Permitfor-new Construction,
1�ko!'Rlam. seWg(Building -
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 durripster;Site Work Permit far subdivisionsMarger projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page:(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&I dompster.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.(A/C 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 Service Upgredes A/C Fences(Plot/SurveyiFootage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-8113-780.0021
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:it the owner has hired a con lractororcontractors to undertake work,they
may be required to be licensed In accordance with state and local regulations,tithe contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.tribe 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.H 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 Lien Law--Homeowners Protection Guide"prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner',I certify that 1 have obtained a copy of the above described
document and promise in good faith to deliver It to the'owner"prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all Fork 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
taws 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 limitedto:
Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,WaterMastewater 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"V"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 wail.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. i€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 INTEND TO OBTAIN FINANCING,CONSULT
FLORIDA JURAT(F.S.f f 7 03)OWNER OR OR AGENT .CONTRACTOR
Subscribed and sworn to(or affirmed)before me this u -bed and Q swo o or of a fore me ihia
by by � �C"rC `
Who israre personally known to me or has/have produced o islar personally known to me of hasihaveproduwd
as identification. as identification.
Notary Public ) ! - Nc Public
Commission No. _..mission
m t
ae o otary type ,pnnie or stamped L. of Notary typed,printed or stamped
��rr rr,r =DERARASIK8'r`Ne Of FloridazG 310262n Expires2023
INSTR#2020171983 OR BK 10196 PG 1225 Page 1 of 1
10/14/2020 09:30 AM Rcpt:2215028 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
�S; SIoU SAS
Pcmet No Parcel ID No 32.25-21-0100-018000050
NOTICE OF COMMENCEMENT
Sale ct Florida Courty of Pasco
THE UNDERSIGNED hereby gi,.notice th ximko.arent wl:be nudeto certain real property,and in aaadanm wih Chaptor713.Fonda stames.
t"hgbnn0 nfgrru0m M Pcided in on Nahcc of Ccr.nns—n[
1 Descnptorcl Property Parcelldentdwlion No 32-25521-0100.01800OOSO
Street Address 7173 boner nound pl ZephyN!Is FL 33541
2 Geneml De Piw of Improvement roof lop solar
3 Ovmet Idonnabon or Lessee nnfunnabon H the Lessee contracted for the improvement
Ross Heckman
Nxne
,eelmyer0.Nvr
Address, Cry Saie
Interest In Property'
Name of Fee S.Tple Teklclder
Of efferent 1—Over lotted above)
AddrKs _ Crty $dte
a Canbadcn
Name h�
Address Dry Smte
Contractors Tekptone No 1955SAYSOLAR
5 Surety.
Name
Address Cey dale
Amountd Bond S Teephow No:
9, Lender
Name
Address Dry State
Lancers Telephone No.
7 P,r wwn the crate d Floca desgnated by tin owner tip.»ham nobees or other el-weds may be—ed as pre,nded by
Searon 71313(t)fa)T0.Flaridastatutes
Name
Address Dry Baia
Telephone N-1,er d D gna!ed Person
8. In addmon to hrreed.be own'dm9r,ates of
to reowe a copy of tiro Liemfs Notice as provided In Sedan 713130)(b),Florida Statutes.
Teephore N—ber of Peson or Entity Designated by Cvmer
9. Eapiratim date of Noboe of Commmoement(the p.b.date may not be before the carnple ion d eonstrurnon and final Payment to the
cone—.but W 0 be one year from Ine date of recording unIess a deferent dab is spc ff,4
WARMNG TO ONMER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713,PART 1,SECTION71313,FLORIDA STATUTES AND CAN
RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO Y
OUR PROPERTY A NOTICE OF COMMENCEMENt MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TOOBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under p"'ry d Perjury.I dm roe Nal I have read the lomW g rwbce wmx+rnx nem aM that tine 1ac6 stated 9eren are hue b the best
or try ImoMedge and be .
STATEOFFLORIDA ✓ 1 Tf�/ ,
COUNIYOFPASCO /` 1
Sgnature of Oaeer or lessee,or Oemrs or Lessees A01 orreed
off-dO'eedIXlpar(nerw—ger
a J—.--,
Sgna!orYa Tdlooffoe Tne toregoaq mwmrcnt was xWwasNM9ed before me 0rm 13 .2oaby nV gl-,s `A-G'�
,
0'j_ fry( ofaM-fy.e g.off—. a ,attorn
eynfad)fo
(�of party on ben whan retnanenlwa3.-Ad).
Personally Kn~❑Qg Produced ldeMacahoonn/ Notary Bgwture
Type of Ident4naabn Produced f 1- 0L Name(PrnI)
"T
*10`1ts
JOSE DAVID VELEZ
Notary Public-State of Florida
Commission#GG 305477
w mmenttmm
pdaWbcsynobcecoLpc053048isMy Commsion Expires
February 25,2023
PROJECT DESCRIPTION
,,, 'lilt SYSTEM CAPACITY:8.5 KW DC/7.6 KW AC
NORTH
PV PANELS:(25)SIL-TITAN 340 NL BY TITAN
)•
OPTIMIZERS:(25)P370 BY SOLAREDGE
INVERTER:(1)SE7600H-US BY SOLAREDGE
RACKING SYSTEM:CROSSRAIL 48-XL BY EVEREST
PROJECT INFORMATION
_
PROJECT LATITUDE 28.261624 MIN AMBIENT TEMP I °C
PROJECT LONGITUDE -82226285 MAX AMBIENT TEMP 35°C
:I
WIND EXPOSURE B
AHJ ZEPHYRILLS
MAX WIND SPEED 137 MPH
DRAWINGS INDEX
2 LOCATION MAP / WIND ZONES EXISTING ELECTRICAL C-1 COVER SHEET
N.T.S. PV DISCONNECT- C PLA
NS--
SAFETY PLS
E-1 ONE LINE RISER DIAGRAM
PV STRNG INVERTER# -, \ E-2 SAFETY LABELS
'1 S-1 STRUCTURAL PLAN
--i
S-2 RACKING PLAN
• _ - D-1 PV MODULES DATA SHEET
�.
.•A11 ''^ S* " J
t 4. D-2 SMART MONITORING DATA SHEET
} } r _ ,r-• D-3 INVERTER DA ASHEET
-T-. a '�'
GENERAL NOTES
ir' := X PER FL.STATUTE 377.705(REVISED 71112017),I RAFAEL A.GONZALEZ
SOTO, P.E.83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
f - 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
+ ` Cl) COMPONENTS ARE DESIGNED AND APPROVED USING THE
f;. _
off `�=`✓~._ STANDARDS CONTAINED FLORIDA BUILD NG CODE. IN THE MOST RECENT VERSION OF THE
Uhilil1ll m
I1uhuhIIIhIl ;JCs-'s• 'T'I APPLICABLE CODES:2017 FLORIDA BUILDING CODE 6TH,ASCE 7-10
s ■„ 75 E D MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,
■ * '- NEC 2014 ELECTRICAL CODE
i�•yf�ti•. • �.•: Z ��•'��+a ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND
~ r �'WORK SHALL y0ly( L�/ GABLE RESIDENTIAL ROOFS,CONSIDERING FROM A 7°TO A MAXIMUM
,nl 277/j2 TO A MAXIMUM 6/12 PITCH ROOF IN SCHEDULE. ALL
IRRADIANCE MAP N r v! RE���, S SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT.
TT )ES FLORIDA BUILDING Co ',POOP SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,
N.T.S. 0 IONAL ELECTRIC CODE AND
ml THE CITY IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
4F ZEPI-iYRHILL CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
_rIINANCES INSTALLED AND SEALED PER 2017 FLORIDA BUILDING CODE OR
�•��� ,,.� .�,_ _ I j I � LOCAL GOVERNING CODE.
-3 ?. _ ►k I ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
T •� T' 4►`-U'. r' � '� ®E C�IVF M TO THE NATIONAL ELECTRICAL CODE(NEC)2014, LOCAL
- 9"➢AT ES, AND OTHER APPLICABLE LOCAL CODES. MEANS
xyuY . = REVIEW �E�►
DATE SHALL PROVIDED TO DISCONNECT ALL CURRENT CARRYING
t •� CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
.f j s CITY OF ZEPHYRH�L ONDUCTORS IN THE BUILDING. CONNECTORS TO BE
�!.. [�� A' RQUED PER DEVICE LISTING, OR MANUFACTURERS
`:� :• � 9.1'Ifl� �/ ECO MENDATIONS.NON-CURRENT NECKED FOR PROPER GROUNDING CARRYING METAL PARTS SHALL
Cy3s 'f '� � �� \,♦`� GONZALFZ ,�/ REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
yYr Y "R \♦ �/�r`.`�'1�NSE s,` A ALL COMPLY WITH ARTICLE 0 90 VI OF THE NEC 2014 OR OTHER
r S
::;~ ~ �Q, 0 APPLICABLE STATE AND LOCAL CODES.SEE LABELS AND MARKING
_ $3 104 M3E FOR MORE INFORMATION.
to
• _ KING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
Y (fit UFACTURERS INSTRUCTION SPECS,INCLUDING ALL GROUNDING
Y = `\ U B CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL
- :• y \ VV 09NTINUITY.
•
p',• ?9IECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
4 3D RENDERING ROOF PLAN VIEW / BOS LOCATION °�F ' �' �?♦ BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
N T S I N.T.S. //, `S1ON P%_ `� AND 30.4 2(A,B AND/67C) HAVE BEEN INCORPORATED. MEAN ROOF
///! I I I ' HEIGHT MUST BE LESS THAN 60 FEET.
ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ROSS HICKMAN COVER SHEET
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL
Digitally signed PROJECT ADDRESS:
C.A.32661 °'� "�
a�� +i"° 12221 N US HIGHWAY 301 T I T A N
..°p,:� e'; ;by Rafael A 7173 BOXER ROUND PL
255 GIRALDA AVE -
CORAL GABLES,FL 33134 }6> ' _ .'�_GOnZaIeZ Soto THONOTASASSA,FL 33592 ZEPHYHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
- " raç _Date: S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C1
DESIGN ENGIPARTNERS.COM '`<oa,aY'�•�-- 2020.10.28 (813)982-9001 TSP56085 DATE: SHEETS:
•P PARCEL NUMBER: OF
",,,,, ,,,•" 09:04:36-0400' 32-25-21-0100-01800-0050 10-15-2020 1 r
786-393-4740 #EC13008093
EXISTING ELECTRICALMETER
PV DISCONNECT
PV STRING INVERTER#1 N •\
NORTH
N
0
m
> N
v
m
D
C'
Z
N
r
m
m
i i I
I '
LOCATION OF NEAREST URGENT CARE FACILITY
`\\\>a1111111 //�/ NAME:
- GONZAL ,,
••• GENSF tS50 ADDRESS:
Q HONE NUMBER:
£ : Na. 831()4 _
MOTES:
5
o \•( t INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
\ 1�j\ 11 A �1 .�. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
SAFETY PLAN �O 55555"'���OR,OP '. ` URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
N.T.S. l�isS1�NAL���\
tl111111
ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ROSS HICKMAN REV DESCRIPTION DATE ENGIPARTNERS, LLC Digitally signe PROJECT ADDRESS:TITAN SOLAR POWER FL --
SAFETY PLAN
C.A.32661 eE"�E SF{oy by Rafael A 12221 N US HIGHWAY 301
255 GIRALDA AVE onzalez Soto 7173 BOXER ROUND PL
CORAL GABLES,FL 33134 't:=- n' f'.iC'= THONOTASASSA,FL 33592 * TITAN ZEPHYHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: /+
-Date: SOLAR PD W E R -2
DESIGN@ENGIPARTNERS.COM '•�''<o.�oe•H�,;�2020.10.28 813 982-9001 _ - 5 ENG.RAFAEL A.GONZALEZ SOTO,PE
C
ENV,.•` PARCEL NUMBER: TS P 56085
",,,,,,,,,,,.•` 09:04:44-04'0'. DATE: SHEETS:
786-393-4740 #EC13008093 32-25-21-0100-01800-0050 10-15-2020 2 OF 9
WIRE SIZES,QUANTITY&TYPE RACEWAY SIZE,TYPE,LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
125%OF WIRE DE-RATED CALCULATION
CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDUIT
WIRE TAG QN,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)#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. i 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 =41.8 A 5 FT. 240V 0.1% 7.7%
STRING#1 ________ EXISTING UNDERGROUND SERVICE
240V/120V 200A BUS BAR
A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 A1.12 A1.13 3#2/0 THWN-2
- - 2
_ { '- = 4 '_ INVERTER TOTAL OUTPUT:32A
10 SAFETY RATING(125%): 40A
TOTAL PV SYSTEM OCPD: 40A
PV RAILS TO BE BONDED WITH#8 BARE WIRE] /
STRING#2 6 UNFUSED OA 8 9. )150A MAIN BREAKER RATING: 150A
4OA
I R BUS BAR RATING: 200A
A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 A2.11 A2.12 `�B 7 O 120% BACKFEED RATING: 90A
1 / ______i__. - - iy 2 NEMA3R L �JL L =� �� GROUND 2
ONE LINE RISER DIAGRAM
N.T.S.
LEGEND:
(25) SIL TITAN 340NL BY SILFAB �.....
REFER TO D 1 SHEET 2 1 #8 BARE WIRE GROUND /
3 NEMA3R JUNCTION BOX �P 6cENSF'•� '�
3/4"EMT CONDUIT �.
Noy 83
4#10 THWN-2 2#8L1 L2 THWN-2 1 #8 TWHN-2 GROUND = * . 104 •p
4 1 #8 THWN-2 GROUND 5 SE7600H US BY SOLAREDGE REFER TO D-3 SHEET 6 1 #8 THWN-2 NEUTRAL 3/4"EMT CONDUIT _
3/4"EMT CONDUIT Mt * * =
7 PV SYSTEM DISCONNECT RATED 60A 8
2#8 L1,L2 THWN-2
1 #8 THWN-2 NEUTRAL 3/4"EMT CONDUIT 9 PV INTERCONNECTION POINT `��`;
10 UTILITY ELECTRICAL SERVICE //7'NAL
ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
REV DESCRIPTION DATE Iglta y ROSS HICKMAN
ENGIPARTNERS, LLC signed by TITAN SOLAR POWER FL PROJECT ADDRESS: ONE LINE RISER DIAGRAM
C.A.32661 �ccxv�Er, Rafael A 12221 N US HIGHWAY 301 T I T A N
255 GIRALDA AVE ' . snacL ^o?Gonzalez Soto 7173 BOXER ROUND PL
CORAL CABLES.FL 33134 ?*%Z0 THONOTASASSA,FL 33592 - ZEPHYHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
z srrTrx' ;Date: E-1
'=0,:•:5oa�Rc.'ec S 0 L A R P O W E R ENG,RAFAEL A GONZALEZ SOTO,PE
DESIGN@ENGIPARTNERS.COM �s �...._ 2020.10.28 — —
O, 5(hp£�V�p•`` (813)982.9001 TSP56085
"' •^` 09:04:54 PARCEL NUMBER: DATE: SHEETS:
786-393-4740 -04'00' #EC13008093 32-25-21-0100-01800-0050 10-15-2020 3 OF 9
INVERTER#1
LABEL LOCATION:
W IN .: ?UAL POWER SOURCE. POINT OF
1 PHO3O OLXAIC SYSTEM,CIRCUIT C 4, INTERCONNECTION
ELECTRICAL SHOCK HAZARD LABEL LOCATION:LjRNtNG ' " `" 15 AMPS LABEL LOCATION: PER CODE: NEC 690.64
DO NOT TOUCH TERMINALS AC DISCONNECT, s 5[}0 VOLTS INVERTER NEC 705.12(0)(4)
TERMINALS ON BOTH LINE AND PER CODE: NEC 690.52
POINT OF INTERCONNECTION l � RN LABEL LOCATION:
LOAD SIDES MAY BE ENERGIZED PER CODE: NEC 690.17(E) • 480 VDC , POINT OF
IN THE OPEN POSITION 32AMPS1Vl RT� kTP � � fiT INTERCONNECTION
- R . QCA E THIS VERCURRENT.OEVICE
PER CODE: NEC 690.64
NEC 705.12(D)(4)
LABEL LOCATION: I zC/� UT1ONt LABEL LOCATION:
._ •- 32 A AC DISCONNECT 11O1 1 V MAIN SERVICE PANEL
S WARNINGPER CODE: NEC 690.54 PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFEQ PER CODE:NEC 705.10
s •• - a 240V - 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) 9 LA POINT OF
BEL LOCATION:
MAY BE UNGROUNDED AND ENERGIZED ! ► INTERCONNECTION
PER CODE:
i LABEL LOCATION: NEC 690.33(E)(2)
AC DISCONNECT LABEL LOCATION:
WARNING
POINT OF INTERCONNECTION i DC DISCONNECT
PER COQE: NEC 690.58(C)
PER CODE:NEC 690.14(C)(2),
LABEL LOCATION: SHUTDOWN
NEC 690.53
TURN OFF PHOTVOLTAIC AC DISCONNECT, MAIN PANEL
PER CODE:NEC 110.27(C)
AC DISCONNECT PRIOR TO OSHA 1910.145(f)(7)
WORKING INSIDE PANEL- -_______ - - L CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
LABEL LOCATION:
LABEL LOCATION: POINT OF INTERCONNECTION
A
AC DISCONNECT PER CODE: NEC 690.15, NEC 690.13(B)
f: WRNING PER CODE: NEC 690.54
ELECTRICAL SHOCK HAZARD LABEL LOCATION: ",, ►I t r r,,�
DC DISCONNECT, INVERTER
THE DC CONDUCTORS OF THIS PER CODE: NEC 690.35(F) .` �'
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED APP �tceNs �
AND MAY BE ENERGIZED - No 83104 . Q —
*EII * _
PV SAFETY LABELS DATA
N.T.S. LABEL LOCATION: /"/�S�OA►AL �N`G,`�`
MAIN SERVICES DISCONNECT,DC CONDUIT ��r i i I t►
PER CODE: NEC 690.31 (E) (3)
ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL ROSS HICKMAN
Digitally signed
PROJECT ADDRESS: SAFETY LABELS
P_@.....�E 12221 N US HIGHWAY 301 @TITAN
- C.A.32661 ;' -: ENs.? byRafaelA
255 GIRALDA AVE ar; .:„: 7173 BOXER ROUND PL
sr Gonzalez Soto ZEPHYHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
CORAL GABLES,FL 33130 :r; ,a: - THONOTASASSA,FL 33592
Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE E-2
DESIGN@ENGIPARTNERS.COM ',`°F�>_�aj°�'s�° 2020.10.28 (813) TSP56085
-- @ -„ Si�h,,iE „•' PARCEL NUMBER: DATE: SHEETS:
09:05:03-0400'
32-25-21-0100-01800-0050 10.15-2020 4 OF 9
766-393-4740 #EC13008093
ULTIMATE WIND SPEED 140 mph
NOMINAL WIND SPEED 137 mph
RISKCATEGORY II
EXPOSURE CATEGORY B
ROOF SLOPE 20
ROOF TYPE HIPPED
PRESSURE ZONE: 1&2
EXISTING ELECTRIC METER MEAN ROOF HEIGHT: 9.8
PV DISCONNECT PERIMETER WIDTH: 4.590
0.85
PV STRING INVERTER r` 47-1 III 1.000
' - KzT
,- = 16 KZ 0.575
NORTH VELOCITY PRESSURE q)=0.00256*KK V
4'-7f6" VELOCITY PRESSURE (ASD) 17.17
, . Oas EXTERNAL PRESSURE COEFFICIENT ZI 0.5 -0.9
EXTERNAL PRESSURE COEFFICIENT Z2 0.5 -1.7
N EXTERNAL PRESSURE COEFFICIENT Z3 0.5 -1.7
INTERNAL PRESSURE COEFFICIENT 0.18
-> PRESSURES MAX. MAX.
ZONES (PSF) SPAN(FT) CANTILEVER(IN)
1 -18.54 6' 24"
.� 2 -32.28 4' 16"
X 3 NIA N/A N/A
O TOTAL ROOF AREA .-ft s
TOTAL MODULES: 25
.-ft m TOTAL PHOTOVOLTAIC AREA: 457.61s
WIND LOAD (PSF): -32.28
TOTAL WIND LOAD(LBS): -14,771.8
OBS Ogg �_ TOTAL ROOF MOUNTS: 37
TENSION FORCE PER MOUNT(LBS): -399.2
m
v LEGEND & SYMBOLS
085 Gas n OBS ROOF OBSTRUCTIONS
ARRAY#
xx.x MODULE #
*� ; . ■
I I I A2 m PV MODULES
I
, L 1z ., TRUSSES OR RAFTERS
I �
t - H
i
L ROOF MOUNTS & RAIL
I( A2.1 A1.13 SOLAR MODULE
} ! s 4 SEE21-
--� ROOF SLOPE
I I I
TYP.
_. 1 r • tt. ..:_ .
A1.1 ` ROOF MOUNTS
OBS
LOCATED AT CENTER
L OF ROOF TRUSS-TYP.
UL 1703 CERTIFIED
_- ( _J'N. `,,+I I I I/1/ j MAX.PV MODULE SURFACE LOAD:83.5 psf
`` � r O�7 �� APPLIED WIND LOAD:-32-28 psf
THE RAIL EXTENDS A MINIMUM OF 3" J WOOD TRUSSES/RAFTERS \\ \ P' q�F��i,
'�� NOTES:
\ -INSTALL MID CLAMPS BETWEEN
FROM THE EDGE OF THE MODULE-TYP. II II V`C'ENS i
ARRAY A LOCATION-INSTALLER INSTALLER �P.' F '•••ISO SIL-TITAN 66.9 MODULES AND ENDS CLAMPS AT THE
TILT=20° MUST VERIFY IN FIELD ' ' j 340 NL END OF EACH ROW OF MODULES.
AZIMUTH=180°(s) No. 83104 :O I (60 CELL)
* �' SUPPORTED-ALUMINUM RABY MORE ILS D THAN ALWAYS ONE
• _- FOOTING ON BOTH SIDES OF THE
AJA5F� .��"
�'Q �y SPLICE-
STRUCTURAL ROOF PLAN & PV MODULES LAYOUT %ss� �aG SOLAR MODULE
oIIIItNAL`� .T.S.
ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ROSS HICKMAN
REV DESCRIPTION DATE ENGIPARTNERS, LLC F s y i nedb TITAN SOLAR POWER FL STRUCTURAL PLAN
,.•"gyp,G°xlq .. 9 PROJECT ADDRESS:
C.A.32661 ,�E,ygE'sE:�sof, Rafael A 12221 N US HIGHWAY 301 II.
OTITAN
255 GIRALDA AVE _r; _Gonzalez Soto ZEP717 BOXER ROUND PL
CORAL GABLES,FL 33134 'i"'''F"�^m��- THONOTASASSA,FL 33592 ZEPHYHILL5,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
�.. _Date: 5 O L A R. P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-1
DESIGN@ENGIPARTNERS.COM -''�;`Ss 2020.10.28ioNni EH`;:�•°� (813)982-9001 PARCEL NUMBER: TSP56085 DATE: SHEETS:
",,,,,,,,,.• 09:05:12 32-25-21-0100-01800-0050 10-15-2020 5 OF 9
786-393-4740 -04'00' #EC13008093
CrossRail End Clam L-Foot g CrossRail Mid Clamp 037
Wet R D
CrossRail 48-XL r ` ..=" ...................--.. .---' — All-Season Asphalt Patch
aanembwtuoy ea
Mechanical Properties ciiiii uuiii o-___j ________________________________________
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Section Properties
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tl' �flYaa.l5iA] AI .:: I- v'• a` J 1 ��.. ww.n,.w.v.,ae. aana�"�m"�io" N� a � ae .fw.f�ro,nelevm
6vylrl .!:• 1+,3 ..50 _ 'n ? ( �.aTn-e..,�.� ••ien. mu�,w:'mw mi•W xFP.Pax.ere.xlf zaoxny
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it fe-xaan em•-riA+f
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Technical data - _-
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.. _: t ...,<�.. -_ .-. . s:.v.maPa,a.<a ......•,.
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00,000,,A 500 l^aMn "•CM - •e srp 5000-Si sr4J"douaon,no y, er, " _—
o-fn.et..'.r .v ....v. Y,Md Sme9N ?!.t Ysi '•a+ahiYF pe,fAF•. .H ..
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%otox .a t .n•ny. _»r-.. . ,. ....• s,.,.e,.,u -!d (,o�n,r,reb.v.Pfe 4 t.e vz ^ ernes l f,xr r `P tht uR .Rry i ah_ .rssrc x..uon awn ��...•.r t M., .. +' u ...nM•. _ .-r..,.«-.. .,, 5 v, s'
. -,.... '�rz r,mP%.be v' "L i ai r. wnw- ' , A I c• rt>
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' ,bnaParR+d4.uas ...w.0 xv .%m Pw ls••t .. i"'vfn,.:Ni 5,a I..I a _II-- I NS
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SPAN TABLE FOR RT MINI ANCHORAGE SYSTEM
' I ! ! ! ! ! ! hHI ! ! ! ! ! !
23rD G ,3 96 96 96 % 96 96 89 78 121—
I, O to 6 1 31 S 8' 8' 61 S a a
CROSSRAIL END CLAMP 47 a De es 2 6 5 s 4 3 3 2 2 2
795 27 I % % 96 96 96 96 93 22 C to Z7 1 8 a R B 7 4 6 5 4
LAG BOLT 2 % 45 137 74 ti8 55 48 42 Degrees ---2 6 5 5 4 3 3 2 2 2
qp 295045 1 S 8 S 7 6 5 4 3
2 96 96 96 96 86 75 66 t9 De rees 2 8 7 6 5 4 3 3 3
FLASHING at*9 3 96 96 96 96 96 90 78 69 60 0to6 1 8 8 a 7 6 5 4 3
2 9B B4 77 6r4 55 47 41 36 32 De e 2 S 4 4 3 3 2 2 2 0
76I,27 3 96 96 % 95 96 93 ffi 72 94 72027 1 8 8 8 7 6 5 4 4 3
��-('tP' EXIST.2X WD. 6 4 2 ffi 84• 7'7 56 48 42 37 93 C De rees 2 5 4 4 3 3 z 2 2 0 TRUSSES ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE OO J�� RAFTERS OR Oe#° ; 96 95 96
96 90 66 se 51
Deg z 7 6 6 s 4 3 3 3 z
ato 6 i % 96 96 96 96 96 % 95 96 0 to 6 1 8 8 i 8 8 a a 7
c251° f De roes Z 96 96 96 96 96 92 Ro 7D 62 De rees 2 8 8 8 7 6 s5 3
�� F 7to27 3 96 % 96 96 96 96 96 96 96 _ C Ito 27 1 8 8 8 S R t` 8 7
S 2! 96 96 96 96 96 94 82 72 64 .Et E520 2 8 8 8 7 ti'. 5
�� ` 26to 43 1 96 96 96 96 % 96 96 96 95 28 to 45 1 8 8 8 8 '-8 ..'8'-
—PLACE BOLT DW.aa z % % %. % 96 96 % % a9 Degrees 2 8 8 8 8 •'7•• '•5 Y
1/4"SS 18-8 BOLT �� ATC.L.OF 2. tN a• a"
1/4"SS SERRATED FLANGE NUT "P 2 TRUSS OR LAG BOLT PULL OUT CALCULATIORfS
O. EO. RAFTER a��0.
Spruce,Pine, Per inch Thread Depth .766Ibs 831p 4
rr It SS Lag Bolt 5116"x4" Min,Thread Depth _J0- '
SECTION A-A Wood Strength x Thread Depth=Pull Out StreSt
EVEREST CROSS RAIL(48-XL VERSION SEALANT
N.T.S. FLUSH MOUNT SYSTEM SPAN TABLE(inches) 266 lbs.x 3 in=758 lbs. ��
• 60 CELLS PORTRAIT OR LANDSCAPE Allowable Pull Out Strength per Lag Bolt 7
- EXPOSURE B Max.Pull Out Strength Required per Lag Bolt 394 •- OI Dpl •�`�`
•, - ROOF WIND D SNOW Lag Bolt Pull Out Strength Safety Factor 19�
GROUND :0 psf s�
3 r SLOPE SPEED / \�`
ZONE 1 ZONE 2 ZONE 3 E G �
L-FOOT Components blmen:ion,Intmm>_ __ (degs.) (mph) Lag Screw Installation Guidelines Uni-Rae Specs.
La II-out withdrawal ca Ei r�
Er• reed to ASM 1761
�.. -° cc (inches) (inches) (inches) �pical roof lumber(ASD) , I r 1.Determine lorahon for the Mount on roof by In t
_ 1 110 96 89 77 :— drilling through the center of truss from bottom with
5/32"drill bit. STAINLESS STEEL Lag screw specifications
.:N aPo 115 96 86 74
t? ,. 2. Mark mounting holes for Mount on
Raft In t canon undedayment.Mounting holes should be centered Specific 5 1 2X4 RAFTERS 24"O.C. Pew v M_ .: 120 96 84 70 p /,e"shaft,
130 94 80 65 on the trusses.
RT MINI r 3.Drill 75!64"pilot hale. gravity per inch thread depth
" 7°-27° 140 91 73 60 4.Apply sealant to bottom of Mount.
SEE DATA SHEET ABOVE p;` ASPHALT ' = y 5.Place Mount over roof undedayment with holes Douglas Fir,Larch 0.50 266
150 87 68 56 in roof.
SHINGLES ' W •x. 160 93 64 53 6.Apply alant to bottom of Mount,apply sealant
Fle�tlbl O rim¢ se Douglas Fir,South 0.46 235
170 80 60 49 to lag screws and fasten Mount securely to
NOTE: 5/16"SS LAG BOLT asses. Engelman Spruce,Lodgepole Pine 0.46 235
r' '�" � Deck installation 180 75 57 4$ 7.Apply additional sealant to top assembly to be (MSR 1650f&higher)
SEAL BASE MOUNT TO EXISTING 5/16"SS FENDER WASHER v r sure all penetrati°ns are sealed.
ROOF UNDERLAYMENT WITH ROOF ' ; ASW r-10 vebcM ssme Hem,Fir,Redwood(close grain) 0.43 212
SEALANT AND MEMBRANE mmmmvn r 1O0Xtreateroroot °°w u,,ruuu
Hem,Fir(North) 0.46 235 t9 Y
r,wtoa,un.an,'°" IP•n Southern Pine 0.55 307 • a
' Notes:(1)Thread must be embedded in the side grain of a Trusses or other structural q, °pfV"C6 ""
;as - member integral with the building structure. '
/ : 9 `"lmPln nn,AscE r,a maP.,u,,uooucouccc Spruce,Pine,Fir 0.42 205
.. r. (2) Lag Bolts must be located in the middle third of the structural member. .woo ec.
"- (3) These values are not valid for wet services.
UNT DETAIL & DATA ` �COr 00000,0 Sr ' . : �m ws S ruce,Pine,Fir
SHINGLE ROOF M O (4, This table tloes not inclutle shear capacities.If necessary,contact a local engineer to a ry ^°�i°m �: °"" "'�B0"^e'B1J9 p
specify lag boll size with regard to shear forces. ^� (E of 2 million psi and higher
(5) Install lag bolts with head ad washer flush to surface(no gap).Do nor over-torque. .�.v,e nob grades of MSR and MEL) 0.50 266
N.T.S. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable
adjustment factors if necessary.See table 10.3.1 in the American Wood Council NDS ,"ooebe..m Prtw",w�,,. u�an.xr,y, m.e a Sources:American Wood Council,NDS 2005,Table 1 J.2A,71,3A.
for Wood Construction.
mm,uba'Or rn ,fo"a.om;I.P.o,.,,.
ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: RACKING P LA N
ROSS HICKMAN
REV DESCRIPTION DATE
ENGIPARTNERS, LLC Digitally TITAN SOLAR POWER FL PROJECTADDRESS:
jep.GONIq�E•e„ Ral by 12221 N US HIGHWAY 301 T A N
C.A.32661 r°� a signed
°``: .$= 7173 BOXER ROUND PL
255 GIRALDAAVE ¢;" F�-.n=Rafael A
CORAL GABLES,FL 33134 sansa/ THONOTASASSA,FL 33592 ZEPHYHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
•,%s :Gonzalez Soto S-2
stA : - 5 0 L A R P O W E R ENG.RAFAEL A.GONZALF15OTO,PE
DESIGN@ENGIPARTNERS.COM =; ' Date:2020.10.2$ PARCEL NUMBER:(813)982-9001 TSP56085
:,'fs/oNnLE;,•ems DATE: SHEETS:
,,,,,,,,,,,,,, 32-25-21-0100-01800-0050 1045-2020 6 OF 9
786-393-4740 09:05:20-04'00' #EC13008093
t3' srrnn P _m _
Test Conditions STC NOCT_
ModulePower(Prnax) '"L 340 241
Maximurn power voltage(Vpmax) V332 .._. 30A
4lxirnum ewer current(I ax) 10.1 7.9
encTrcuitvclta e(Voc) V4C•9 37.1
�•3 -' •• Shctrtarcu,tcurrent(Isc) A . 10.5 _8.3•
tildule eR cieq� m 2Q 0 _177
Maxlmumsystem 1taPVDC) VSo L A R P A N E L ______________
Serles fuserat ng Ate. _
Power Tolerance Wp !3�.
_ Fieesuramans sr,dnoes STC1 0 W':n2-AM Temw.er'ure 25'C N 'CT8,30:'Jfrn'-AM 15 Measwe,ner,ur,:.natny 3%
-Sun nntlarorrai,oraton r$er,r.cenaodules Fr,m Freunkrofer lonsute,Fltctocai characr+sr e.y-vary E d pen by
TemEerature Coeff dientent
.- ... • Tertipei attire Cceffic
..v...m...�
i Aurorrsa Tcm erature'CoefficientPmax
_ o eratut};trnnap.ra tore
4G!r85
., - e
INDUSTRY LEADING WARRANTY Module weight 41±0416s
The Titan Solar Panel is manufactured by Silfab Solar Dimensions(H x L x D) _ �_ < _ a_ _ _ bE- rn x 394 in x iS
_Maemumsurface.load(windr•snow)` 83 S1112.81b/ftn2 t
and includes an industry leading 25 ear product ---
y Had yact resistance o1 in at 516 mph•
workmanship and 30-year performance warranty. Cell 4 Y — _ 60-Si mono PF_RC 5 bushar625 x 625 InchS .
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Glass 0126 in hi h transnuttance tempered refie,DSM anti-. et vc c r uaG
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MAXIMUM ENERGY OUTPUT Cables arid connectors(refertu.n:tMlatlenmamia() 472 in,n022in.MC4frorStaubli
Leveraging over 35+years of worldwide Ba;kcheet Hhduribili sueriorhdrolMis and UV resistance.multlaerdidnctricfilmfluorusefreePVbaksleetl
experience in the solar industry,Silfab is dedicated to Frame _ _ Ani-Azed Ahrmmum(Black) - — 1
superior manufacturing processes and innovations ssdtodes 3diodes 3GSCr�04ST_C4SVrnaxDC biorkirwgaolta e such as Bifacial and Back Contact technologies,to 30Amaxfon ardrectifiedcurrent)
Junction Box UL 3730 Certified,IEC 62790 Certified,IP67 mated
. - ensure our partners,.such as Titan Solar have the " °
latest in solar innovation. �____—
Module product workmanship warranty -.•----.--.•.-.----.--------
30_ 7�)ear
Lnearpowerperformanceguarantee . ea n q
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_ _ NORTH AMERICAN QUALITY 971aend7 year I >91.6%Pnd1 �, _s 1 endzs year �az6µend30r
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Silfab is the leading automated solar module manu- ULCc DDCi7p3 UL17t)�CEClntd"` IJL 21215-1!11/2 UL 61,31?-1/-2 IEC 57215 1li-1l2'
facturerin North America.Utilizing premium quality Piuduct IEC 61730-1!2'",C SAC222#61730-1!2 ' IEC 62716 Ammonia Corrosion;IEC61701:2011
• _ SaltP7tstCxiosonCetifed-ULFir Rating Tpg1____.�_,
materials and strict quality control management to ------ --`
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ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ROSS HICKMAN
REV DESCRIPTION DATE ENGIPARTNERS, LLC ..�•�'�����' Digitally sine TITAN SOLAR POWER FL .. PV MODULES DATASHEET
GON's/ •.,' b Rafael A 12221 N US HIGHWAY 301 PROJECT ADDRESS:
C.A.32661 9a`p �tcer/sE o: by T I T A N 7173 BOXER ROUND PL
255 GIR-326 AVE =m' n3 aalca '
e Gonzalez Soto
CORAL GABLES,FL 33134 =*%±f«ds.�it*° THONOTASASSA,FL 33592 ZEPHYHILLS,FL 33541 PROJECT 10: ENGINEER OF RECORD: SHEET TITLE:
sraono! =Date: s 0 L A R P O W E R D-1
ENG.RAFAEL A.GONZALEZ SOTO,PE
DESIGN@ENGIPARTNERS.COM �oai t pi' 2020.10.28 (813)982-9001 PARCEL NUMBER: TSP56085
o„S/ayAt �„ DATE: SHEETS: 7 OF 9
,,, ,, • 09:05:28-04' 32-25-21100-01800-0050 10-15-202a
786-393-4740 #EC13008093 -0
Power Optimizer
-O For North America
Power Optirinizer
P320 / P34 2i P370 /'i P400 / P401 / P405 / P485 / P505
For North America •• '
P320 / P340 mer P400/ P401 / P405 / P485 / P505
m INPUT
Rated Input DC Powerm 329. 340 370 400 405 J 485- 505 W
Absolute MaArnum Iriput Vnhage 48 60 80 60 125111. 8391 Vdc
(Vocal lowest temperature)
• MPPT Operating Range 6-48 6-60 8-80 8-60 125-105 12.5-63 Vdc
O Maximum Short Circuit Current 11 741 11 75 it 14 Adc
(Ise}
MaXrnun3 DC Input Current 13.15 12-5 1465 125 P5 Adc
Melamum Efficiency 995 % —
We,9hted Efrcaency 98.8 1 98.6 %
! 'r Overvoltage Category II
II_ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current 15 Adc
pAaximurra Output Voltage 60 85 We
OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Safety Output Voltage per Fowe, 1±0-1 4t/c
Optimizer
_____ STANDARD COMPL
IANCE
N EMC _ FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3
Safety IEC62109-1(class-II safety',UL1741
Material UL94 V-0 Ub Resistant
MROHS Yes
INSTALLATION SPECIFICATIONS
Nta,mum Atic eel.System 1000 We
vollane
Conipatible inveiters All SolarEdge Single Phase and Three Pha-inverters
129'153x33-5 129x153x295 129 x162,59/ mm
Dimen4nns(w xi x.H} 129x153x 215/5.tx5k 11 /Sly6x13 /5.1x6y.3.16 1295 7592495;'51`963 r.19 5126+.x2.3 fat
Weight(including cables) 63011.4 750/1.7 655/15 u45/1.9 1064/2.3 gr/Ib
Single or dual
Input Cennenor pACa« MC4aAa•1 MCa17
Input Wire Length 0.16/0.522 m!ft
Outpui Wire Type/Connector Double Insulated/004
Output Wire Length 0.9/2.95 1.2/3.9 m/It
PV power optimization at the module-level OperatingTat tueRangel`I 4D185 , F
PfntBC'ti00-Rating IP68�/NEMA5P
Relapse Humidity 0-100 %
/ Specifically designed to work with SolarEdge I Fast installation with a single bolt (1)Rated power of the module axsrcwillr,ote.oeeedmecptmiter'RatednputtlC.Power'.MDduesw,nhuptors%powertoeranceareaRDwed
(2)NEC'2017 requens man inpirt.✓dfage be not more-than BOy
inverters (3)For other mrnector tsFes please r,ntaa5NarEdge _
(4).For dual errsion for parallel connecnon of two rrndulee use P485�4NMDMRM India case of an add number of PV modules a one string.installing arm P4SS dual vers!on power optimizer-ccomnezed
I Next genera ion maintenance with module- 'mane Rti mode.When conneran a margin module seat the unusedin connecrerc with the toppled l of seals
g 9 9e pu- F4-'�- Pa`
Up to 25%more energy level monitoring (5)Far ambient temperature above m e5'C,.185F powered-rating is applied.Refer to Power opnrrtzers Temperature De-Raong 7edmical Note for more details.
I Superior efficiency(99.5%) 1 Meets NEC requirements for arc fault - - -
protection(AFCI)and Photovoltaic Rapid • . •• . \`\� >11 1111 f
if Mitigates all types of module em mismatch losses, Shutdown System (PVRSS) Mihi.rxum Stun Length F3%P3a0,P370, 8 10 18 \\ j�ZA /'/
LEZ /
y 9p4Ltpl P40i G as /�
from manufacturing tolerance to partial (Po,erOptimizers) O
P405,P485,P505 6 8 1a \ A �$E ••..,Q
shading I Module-level voltage shutdown for installer Mazimum'String Length(PuverOptimiaers) 25 25 5011'
and firefighter safety
570n(6000 with �(/ • 0� •. �(
I .Flexible system design for maximum space Maximum Power per String x57600-ULS SE71400- 5250 60001m 12750w JN jQ' a3�
} o•utilization Parallel Srtngsof Different) ndihsorOneniaC ns Yes — Llal*
(6)Fordeta:ledsthngsizng•.nfommeion refer or haplrwwwso!aredge.r:rm/stesidefa ulQfiies/sT ng sizrticj_na.pdf. (A! LU
(7)Iris notallowed to mix P405/P48/P505 xmth P3 0/P340/P370/P400/P401 in one string r
(8)A string oath more than 30 rpnn izers deer ecu Meet-NECi rapd shutdown requmeinrents iafatm voltage wail be abv.e the RCN requirement i •'
(9)For 2to gnd it a -If -el la in4a11 up to 6 Sc0W per cnro when Sae mrarnum pruner chfterence between each string is 1,(35/ w A
y --_ $t0)For 277/4d.N and:xis allowed to:rctall up w•5•DJOYJ per suing ahPr,fie marmum 0.vret diterence between each thing Is.'_.O60W �R`VQ.•• ��`
olar1 ,�o ...F�... .
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All ether 4 adernarl3 mM'oned here r are trademarks M aheir respeclrve ownr:.s.Dale-G4/2J?DNAlrcNG Nr M.Set/la to charge vnthmn not ce.
Intertek �. 111 1 1►l l
ISSUED FOR PERMIT 10-22-2020 l ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ROSS HICKMAN REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL
Digitally signe PROJECT ADDRESS: SMART MONITORING DATASHEET
C °., by Rafael A A.32661 .�`' r 12221 N US HIGHWAY 301 T I T A N
255 GI RALDA AVE ;Q jcexse.._'; 7173 BOXER ROUND PL
CORAL GABLES,FL 33134 = ,y-w_ t';9 `__GDnzalez Sot THONOTASASSA,FL 33592 ZEPHYHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
1/ sr tcw _'Date: SOLAR POW ER ENG.RAFAEL A.GONZALEZ SO70,PE I D-2
DESIGN@ENGIPARTNERS.COM 9c :roetoY•`�s:;'2020.10.28 (813)982-9001 TSP56085
FSsroNn_eOG , PARCEL NUMBER: DATE: SHEETS: 8 O F n
786-393-4740 ""' r"' 09:05:38-04'0 ' #EC13008093 32-25-21-0100-01800-0050 10-15-2020 .9
Single Phase Inverter
with H D-Wave Technology for North America
Single Phase Inverter SE3000H-U.S I SE3800H-US I SE5000H-US ISE6000H-US/
SE7600H-US SE10000H-US / SE11400H-US
with HD-Wave Technology i Ui•
for North America
SE3000H-US / SE3800H-US/ SE5000H-US / SE6000H-US/ OUTPUT
[SE7600H-_ySJSE10000H-US / SE1140OH-US 3300@208V 5000@208V „400@240v
Rated.AC Power Output 3000 3300 @ 208V 5000 I �S000 @ 208V7600 I10000 10000 @208V VA
38GO @ 240V I 6000 @ 240V 11400 @ 240V
Maximum AC Power Output 3000 3300@ 208V. 5000 5000 @ 208V 7600 ! 10000' 10000 @ Z08V VA
AC Outwit Voltage Min.-Nom.-Max ✓ ✓. I ✓ ✓ I ✓ ✓ Vat
(211-240—Z64)ii F'J AC Output Voltage Min.-Nom.-Max ✓ ✓ ✓ Vac
Un (183-208-229)
AC Frequency(Nominal) 59.3-60-60. ?- Hz
• .D 4 I Maximum Continuous Output
12 5 16 21 I 25 32 42 47.5 A
Current @24oV
Maximum Continuous Output 16 - 24 - - 43.5 A
Current @208V
l� • Power Factor 1,Adjustable,0.85 to 0.85
a # GFDI Threshold 1 A
Utility Monitoring Islanding Protection, yes
Country Configurable Thresholds
IN PUT
sokmi3a1sE• Maximum DC Power @240V 4650 5900 7750 1 9300 11800 i 15500 17650 I W
� "' O 9 A-ø ,.. .•.w. 0 Maximum DC Power @208V - 5100 - I 7750 - - 15500 1w
Transformer-less,Ungrounded Yes
Maximum Input Voltage 480 Vdc
Nominal DC Input Voltage 380 400 Vdc
3 Maximum Input Current @240V91 8.5 10.5 13.5 16.5 20 27 30.5 Mr
Maximum Input Current@Z08V01 - 9 - 13.5. - 27 Adc
Max Input Short C rWit Current 45 Adc
Ti Reverse-Polarity Protection Yes
Ground-Faut Isolation Detection 600km Sensitivity
Maximum Inverter Efficiency 99 99.2 `>b
g9 a 240V
CRC Weighted Efficiency 99
Nighttime Power Consumption <2.5 W
Optimized installation with HD-Wave technology li For other regional setsngs please contact SolarEdge suppot
E A higher current source may be used,thetnverter.wll limit i6 input durstt to:the values stated
I Specifically designed to work with power optimizers I UL1741 SA certified,for CPUC Rule 21 grid compliance
d 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 I Built-in module-level monitoring `��I% I I 1 1!JIi�
GO NZA ��ii
I Fixed voltage inverter for longer strings I Optional: Faster installations with built-in consumption .. F� i�
metering (1%accuracy)and production revenue grade �i • ,�CENSF'•. i5-
Integrated arc fault protection and rapid metering (0.5%accuracy,ANSI C12.20) O
shutdown for NEC 2014 and 2017, per article _ No. 83104
690.11 and 690.12
�;r�
solaredge.corn solar i a, _j � FL.OR%O ..
iii'ZONAL ��
ISSUED FOR PERMIT 10-22-2020 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ROSS HICKMAN
REV DESCRIPTION DATE ENGIPARTNERS, LLC TITAN SOLAR POWER FL INVERTER DATASH EET
Digitally signe PROJECT ADDRESS:
C.A.32661 °;�PG`Nz^�e'• 12221 N US HIGHWAY 301
255 GIRALDA AVE ,: ..� by Rafael A 7173 BOXER ROUND PL
CORAL GABLES,FL 33134 ;1; o', Gonzalez Soto THONOTASASSA,FL 33592 T I • AT A N ZEPHYHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: �j
$-„emu , _Date: s 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D J
DESIGN@ENGIPARTNERS.COM ':aF�.Pat4.a,�'"'2020.10.28 (813)982-9001 TS P56085 - -
• 'srouaiE, PARCEL NUMBER: DATE: SHEETS: 9 OF n
,, ,, 09:05:49-04 32-25-21-0100-01800-0050 10-15-2020 9
786-393-4740 #EC13008093