HomeMy WebLinkAbout23-7314Issue Date: 12/01/2023
REINSPECTION FEES: (c) With respect to Reinspoction foes 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.
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.
-
IVITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting
ttlitt
L7
Owner's Name Richard Cole Owner Phone Number f 813 9 9 7- 0 i3 6 0
Owner's Address l 5 9 2 9 17 t h St Zephyrhills FL 33542 I Owner Phone Number
Fee Simple Titleholder Name^T�1 Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
[:5:929 17th
St Zephyrhills
FL 33542
LOT#�
SUBDIVISION
PARCEL ID#
11- 2 6-
21- 0 010 - 0 4 2 0 0- 0 0 7 0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR
ADD/ALT L
SIGN DEMOLISH
e
INSTALL H
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
PV Solar
^�
BUILDING SIZE
SQ FOOTAGE
C-^---T�
HEIGHT
=BUILDING
$
VALUATION
OF TOTAL CONSTRUCTION
b 4 b
=ELECTRICAL $
=PLUMBING $
=MECHANICAL $ a
=GAS ROOFING
FINISHED FLOOR ELEVATIONS
BUILDER
SIGNATURE
Address
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
AMP SERVICE PROGRESS ENERGY
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
W.R.E.C.
Y / N
FEE CURREN
License # Is
Y / N
Y / N
FEE CURREN
License #
Y / N
Y / N
FEE CURREN
License #
Y ( N
Y / N
FEE CURREN
License # I
Y / N
T�
Y / N
FEE CURREN
Y / N
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions' which may be more restrictive
than County regulations. The undersigned assumes 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 713, Florida Statutes, as amended): If valuation of work is $2.500,00 or more, I certify that I, 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.
CON TRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application, A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extensionif 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 `11,,,7'0N, p
OWNER OR AGENT t A(
Subscribed and swgr _ � fft ad1, gr�ni t
by i
Who istare person y knwn to e or hag/have or
>.F oas identification.
Subscribed and
Who islare pers
_Notar Public
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!NSTR# 2023209121 OR BK 3 PG3689 Page 1 of 1
11/3012023 11:19 AM Rcpt: 2647816 Rec 10.00 DS: 0,00 IT: 0,00
Nikki AtvarezSowles, Esq., Pasco County Clerk & Comptroller _.
Pcnnit No, Primal It, No 11-26-21-0010-04200 0070
NOTICE OF COMMENCEMENT
statekit ____tttlt[0� Countyof__ ZephyrhilisCit�{FC}
I HE LINOERSIGNED hereby gives notice that improvement will be made to Certain real property, and in accordance with Chapter 713. Florida Statutes,
the 4o@owing information Is provided in this Notice of Commencement:
1. Description of Property- Parcel Identification No. CITY or ZEP- MLLS :oa4+EaLti' roa,4v or zePwvrznuLS PSI an ya aLeck as cars za a 01, n,e:;rurr, vz a ,.r;• F
Street Address. 59 A 17TH GTR�FT 2E('HYRHILLS FI 33542
2, General Description of Improvement PV SOLAR INSTALLATION
3, Owner Information or Lessee information If the Lessee contracted for the improvement:
COLE RICHARD & TARA L
Name
5929 17TH STREET 33542
Address
Interest in Property: HOMEOWNERS
Name of Fee Simple Titleholder:
(if different from Owner listed above)
4. contractor TITAN SOLAR POWER
ZEPHYRHILLS
City
_FL_
State
State
4420 E ADAMO DR 33605 TAMPA FL
Address C,ty State
Contractors Telephone No 855-729-7652
5. Surety
Name
Address
Amount of Bond. $
S. Lender
Name
Address
Lender's Telephone No.:
City
Telephone No.'.
State
State
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713, 131 Florda Statutes:
Name
State
Telephone Number of Designated Person:
8. In addition to himself, the owner designates .. of
_ to receive a copy of the Lienor's Notice as provided in Section 713A 31, Florida Statutes_
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be one year from the date of recording unless a different date is specified):
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 1, SECTION 713.13, 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 COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of cord5ftencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OFPASCO C.----
�lgnarure of Owner or Lessee, or Owner's or Lessee's Authorised
C ffic e r/D i r e ct o rtP a rtn e d M a n a g e r
SI' natory's Title/Office �, ,, ,,,`
The foregoing instrument was acknowledged before me this �� day ofAWihy' f ✓,. 20. by �1 d �- r& co� Sp
!
as Q t lUt' I` (type of authority, e.g., officer, trustee, attorney in fact) for
(nameoffra on bena(f of w'nomrent was executed}.
Personally Known ❑ 9_R. Produced Identification Notary Signature tt rr��((��J,`'-' l/�q/ { �1's1
Type of Identification Produced I.- Name (Print) VU&O QV t'� • � V l l Z
,•.r Pv'. HEATHER N LENTZ
Notary public - State of Florida
Commission y HH 415024
''•:`�,'or ti° My Carom. Expires Sep 2, 2027
Bonded through National Notary Assn.
wp d at a/bcsinoticecommen cement_pc053048
INVERTER: (1) SE10000H-LIS BY I♦ s I,..
PROJECT LATITUDE
28.243976D56840097
MIN AM&ENT TEMP
1 -1 ° C
PROJECT LONGITUDE
-82,17499237974133
MAX AMBIENT TEMP
35 ° C
AHJ
ZEPHYRHILLS CITY
NAND EXPOSURE
B
DESIGN NAND SPEED
138 MPH
C-1
COVER SHEET
C-2
SAFETY PLANS
E-1
ONE LINE RISER DIAGRAM
E-2
SAFETY LABELS
S-1
STRUCTURAL PLAN
S-2
RACKING PLAN
S-3
RACKING PLAN
D-1
PV MODULES DATA SHEET
D-2
SMART MONITORING DATA SHEET
D-3
INVERTER DATA SHEET
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
STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
FLORIDA BUILDING CODE,
APPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017.
CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
EDITION OR LOCAL GOVERNING CODE.
ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL
CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE
TORQUED PER DEVICE LISTING, OR MANUFACTURERS
RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL
BE CHECKED FOR PROPER GROUNDING.
REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
ATTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
APPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
PAGE FOR MORE INFORMATION.
RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
MANUFACTURERS INSTRUCTION SPEC'S, INCLUDING ALL GROUNDING
WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
CONTINUITY.
MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING
ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4-1
AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
HEIGHT MUST BE LESS THAN 60 FEET.
DOCUMENT CONTROL DATE CAD
>SUED FOR PERMIT 11-16-2,31 EF
LOCATION MAP
WIND ZONES
IRRADIANCE
Rs ti P
e;
AC LOAD CENTER - INTERCONNECTION POINT
EXISTING ELECTRIC METER ----- Uj
PV DISCONNECT
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PV STRING INVERTER #1
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"PROPERTY
. FACING
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ENGINEER CONTACT INFORMAUGN—
ENGIN EEit.{NG STAMP
MONTRACTOR CONTACT INFORMATION
ENGIPARTNERS L
TAN SOLAR POWER FL
C.A. 32661
901 ARMSTRONG BLVD,
1825 PONCE DE LEON BLVD#114®fir
CORAL GABLES, FL 33134om
KISSIMMEE, FL 34741
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DESIGN@ENGIPARTNERS.COM
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833 - 888 - 3644
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CONTRACTOR LOGO
(&TITAN
S 0 L A R P 0 W E R
N.T.S.
CUSTOMER:
RICHARD COLE
PROJECT ADDRESS:
5929 17TH ST
ZEPHYRHILLS FL 33542
PARCEL NUMBER:
11-26-21-0010-04200-0070
u
NAME:
0
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTO, PE
TSP166820 DATE:
11-14-23
PROPERTY LINE
FENCE
DOCUMENT CONTROL
ISSUED FOR PERMIT
REV DESCRIPTION
DATE
11-16-23
DATE
CAD
EF
'CAD
eCAD
ON
eCAD
a
FENCE] PROPERTY LINE
"PROPERTY SIDE FACING STREET"
00
ENGINEER CONTACT INFORMATION-R
ENAop'ftq%PSTAMP -OONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO
ENGIPARTNERS LIMA
AN SOLAR POWER FL
C,A, 32661
'
m r 901 ARMSTRONG BLVD,
1825 PONCE DELEON BLVD #11 o:%
S,r,
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CORAL GABLES, FL 331
KISSIMMEE, FL 34741
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833 - 888 - 3644
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LOCATION OF NEAREST URGENT CARE FACILITY
NAME:
ADDRESS:
PHONE NUMBER:
NOTES:
1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME
2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST
URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK
CUSTOMER:
RICHARD COLE
PROJECT ADDRESS:
5929 MH ST
ZEPHYRHILLS FL 33542
PARCEL NUMBER:
11-26-21-0010-04200-0070
SHEET NAME:
SAFETY PLAN
IROJECTJD: ENGINEER OF RECORD: SHEET ITTLE:
GIN I GI EL , _ 0 [ENG, 7AEL A. RECORD:
.T., 1E
TSP16682 ATE C-2
11-14-23
WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION
WIRE DE -RATED CALCULATION
RACEWAY 125% OF
CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY OUTPUT MIN #OF VOLTAGE CONDUIT
WIRE TAG HEIGHTOUTPU AMBIENT DIST. VOLTAGE
QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION ABOVE 00 CURRENT OCPD WIRE TEMPERATURE CONDUCTORS DE -RATES DROP % FILL %
AE ER F CURRRENT RATING AMPACITY
COEFFICIENT COEFFICIENT
DC (BEFORE JB) (6) #10 AWG PV WIRE N/A (1) #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 30A 10 FT. 350V 0.11% 6.4%
. ... ..... . .....
DC (AFTER JB) (6) #10 AWG THWN-2 NIA 1 (1) #8 AWG THWN-2 3/4" EMT CONDUIT ABOVE ROOF 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 0.8 24.3A _�210 FT, 350V 021 % 8.1%
52�5A 1 AC (INVERTER TO METER) (2) #6 AWG THWN-2 (1) #6 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 42A 60A 75A t 1 75A 5 FT. 240V 0.1% 7.7%
STRING #1
17 1.9 1.10
__T13 t4 t8 ti 1.2 1.5 1.6 t7
STRING #2
2.1 2.2 2.3 2.4 2.5 2.6 2.77 2.8 2.9
+ + + + =
2 4
3
PV RAILS TO BE BONDED WITH #6 BARE WWI
STRING #3 6
F3.1
, JB
3.2 3.3 3.4 3,5 3.6 33 3.8 3.9
NEMA3R
LEGEND:
7
60A
FUSED
10
11 EXISTING OVERHEAD SERVICE
240V/1 20V
3 # 3/0 THWN -2
9
8 200A
INVERTER TOTAL OUTPUT: 42A
SAFETY RATING (125%): 52.50A
PV 60A
L J TOTAL SYSTEM OCPD:
MAIN BREAKER RATING: 200A
L
BUS BAR RATING: 200A
IN COMPLIANCE WITH NEC CODE 705.12(A)
1 #6
THWN-2 GROUND
(28) SILFAB ELITE SIL-410 HC+ BY SILFAB
2
2 #10 PV WIRE PER STRING
1 #6 BARE WIRE GROUND
3
NEMA3R JUNCTION BOX
REFER TO D-1 SHEET
3/4" EMT CONDUIT
2 #10 THWN-2 PER STRING
4
1 #8 THWN-2 GROUND
SE10000H-US BY SOLAREDGE
6
2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
REFER TO D-3 SHEET
1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT
7
PV SYSTEM DISCONNECT 60A RAT A6
2 #6 Ll,L2 THWN-2
1 #6 THWN-2 NEUTRAL
9
PV INTERCONNECTION POINT LINE SIDE TAP
-
-
3/4" EMT CONDUIT
rD200A
10
EXISTING MAIN DISTRIBUTION oAfIA�T
pip, 83,ow- Ns
UTILITY ELECTRICAL SERVICE
i
12
NOT USED
DOCUMENT CONTROL DATE
CAD eCAD ENGINEER CONTACT INFORMATIOIC
ENGINEf*pSjAMP_
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ENGIPARTNERS LLC-
UT,4N SOLAR POWER FL
DESCRIPTION DATE
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C.A. 32661
STATE -
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1825 PONCE DE LEON BLVD #114
CORAL GABLES, FL 33134
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CUSTOMER:
RICHARD COLE
PROJECT ADDRESS:
5929 17TH ST
ZEPHYRHiLLS FL 33542
PARCEL NUMBER:
11-26-21-0010-04200-0070
SHEET NAME:
ONE LINE RISER DIAGRAM
PROJECT - ENGINEER OF RECORD: SHEET TITLE:
ENG, RAFAEL A. GONZALEZ SOTO, PE E-1
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66820 DATE: 11_14-23
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PER CODE: NEC 690.56 (B) , NEC705.1 0
1ptONWRACTOR CONTACT INFORMATION
IrN SOLAR POWER FL
. 901 ARMSTRONG BLVD,
KISSIMMEE, FL 34741
(813) 982 -9001
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RICHARD COLE
PROJECT ADDRESS:
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE: NEC 705.12
LABEL LOCATION:
POINT OF
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE:
LABEL LOCATION: POINT OF INTERCONNECTION
PER CODE: NEC 690.15, NEC 690,13(8)
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901 ARMSTRONG BLVD, KISSIMMEE, FL 34741
1-855-SAY-SOLAR
GEAERAL AOTE:
ADHESIVE FASTENED SIGNS:
THE LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE FOR
THE ENVIRONMENT WHERE IT IS INSTALLED [NFPA 1, 11.12.2.11
WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
COMPLY WITH ANSI Z535.4 [NEC 110.21 (B) FIELD MARKING].
. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF
PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER
RESISTANT [IFC 605.11.1.31
5929 17TH ST
ZEPHYRHILLS FL 33542
11 .26-21-0010-04200-0070
SHEET NAME:
PROJECT 10, SHEET TITLE:
Er G!NEER OF RECORD:
WAEL A. GONZALEZ SOTO, PE
TSP166820 DATE: E-2
SOLAR MODULE
UL 1703 CERTIFIED
MAX, DESIGN LOAD 112.8 psi
APPLIED WIND LOAD: -24.91 psf
NOTES:
-INSTALL MID CLAMPS BETWEEN
SILFAB PRIME 75 .3" MODULES AND ENDS CLAMPS AT THE
SIL-410 HC+ END OF EACH ROW OF MODULES.
-ALUMINUM RAILS SHOULD ALWAYS BE
SUPPORTED BY MORE THAN ONE
FOOTING ON BOTH SIDES OF THE
SPLICE,
QiY#l;Wdr*
ZONE
ZONE 2R: 87%
-TIMATE WIND SPEED
1401mph
H-SIGN WIND SPEED
138IMFh
SK CATEGORY
11
(POSURE CATEGORY
B
DOF SLOPE
14
DOF TYPE
HIPPED
ATERIAL ROOF TYPE ASPHALT SHINGI
ESSURE ZONE:
1&2
EAN ROOF HEIGHT:
11.926'
5 MEAN ROOF HEIGHT
5.96
J2
14
RIMETER WIDTH:
3.41
0.85
to
0.575
PRESSURE (a) = 0.60*0.00256*
TELOCI IT PRESSI RE (ASD)
NON EXPOSED
EXPOSED
EDGE FACTOR: i bulEDGE
FACTOR:
®�
=XTERNAL PRESSURE COEFFICIENT Zl
EXTERNAL PRESSURE COEFFICIENT Z2e
=XTERNAL PRESSURE COEFFICIENT Z2r
ERNAL PRESSURE COEFFICIENT Z3
NTERNAL PRESSURE COEFFICIENT•
•
10
M X
MAX
•
M
01�SP�AN[
CANTI-
'TOTAL ROOF AREA
TOTAL MODULES:
ITOTAL PHOTOVOLTAIC AREA:
' OTAL PERCENTAGE AREA OF PV SYSTEM7
IT
IWIND LOAD
JT#TAL WlNlry L#AD
fiTOTAL ROOF MOUNTS:
DOCUMENT CONTROL
ISSUED FOR PERMIT
OBS ROOF OBSTRUCTIONS
NON -EXPOSED MODULES
EXPOSED MODULES
EDGE MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
ROOF SLOPE
ROOF'S GENERAL NOTES:
I- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS
FOR PROPER INSTALLATION OF THE PV SYSTEM,
2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER
IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR
REQUIRED TO INSTALL THE PV SYSTEM.
3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE
INSTALLATION ALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS.
4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO
INSTALL AS PER MANUFACTURER STANDARDS.
ROOF INSPECTION NOTE:
A PANEL IS DEFINED AS
EXPOSED IF DI TO THE ROOF EDGE >0.5H AND ONE OF THE
FOLLOWING APPLIES:
1. Dl TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR
2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M)
ASCE 7.16 - 29.4-7
DESIGNED WIND PRESSURES:
p = qh (GC p)(YE)(Ya)
W,
0.8
0.
U.
0 0.4
i H
0.2
m
m
0 M
1 10 100 1000
Effective Wind Area, ftl
a't
ENGINEER CONTACT INFORMATI,Qjd ENGINEE51ING STAMP I Co
ENGIPARTNERS LCZ
C.A. 32661 ,
1825 PONCE DE LEON BLVD #1 14�'
CORAL GABLES, FL 33134
DESIGN@ENGI PARTNE RS. CO M
833 - 888 - 3644
MbWn- 0;:
pip
AC LOAD CENTER- INTERCONNECTIC
EXISTING ELE,
Pv
PV STRING
—m
LOCATION - INSTALLER TILT=14-
MUST VERIFY IN FIELD Azmu-m= 1w (S)
H,= ?"'
STRUCTURAL ROOF PLAN & PV MODULES LAYOUT
NTRACTOR CONTACT INFORMATION
'AN SOLAR POWER FL
901 ARMSTRONG BLVD,
KISSIMMEE, FL 34741
(813) 982 -9001
#EC13009924
IZNJRJ
CONTRACTOR LOGO
CUSTOMER:
SHEET NAME:
(&Tlmlp AN
RICHARD COLE
PROJECT ADDRESS:
5929 17TH ST
STRUCTURAL PLAN
ZEPHYRHILLS FL 33542
PROJECT ID:
ENGINEER OF RECORD: SHEET TITLE:
5 0 L A R P 0 W E R
PARCEL NUMBER:
TSP166820
ENG, RAFAS_ A. GONZALEZ SOTO, PE IS-1
DATE:
11 -26-21-0010-04200-0070
11-14-23
11
PV MODULE
SPECIFICATION SEE
DATA SHEET D-1
UNIRAC
NXT UMOUNT
UNIRAC
RAIL CLAMP ASSY
UNIRAC
XT COMBO CLAMP
UNIRAC
STRONGHOLD
UNIRAC
EXTRA BUTYL PAD
2X4 TRUSSES 24" O.C.
LAG BOLT
ASPHALT
FLASHING
SHINGLES
k EXIST. 2X WD.
3/16" SS LAG BOLT TRUSSES OR
5/16" SS FENDER WASHER RAFTERS
SPECIFY MIN,
—
EMBEDMENT OF 2.5"
NOTE:
SEAL BASE MOUNT TO EXISTING
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
BOLT
---PLACE
AT C.L. OF
r
TRUSS OR
RAFTER
EQ. EQ,
& D
SECTION "A -A"
N.T.S.
DOCUMENT CONTROL DATE
CAD ®CA ENGINEER CONTACT 1.1 ... fisov -PIN)�OM AITAMP 7C _CONTRACTOR CONTACT INFORMATION
FOR PERMIT
11-15-23
—
_DATE
E7 DM ENGIPARTNERS CA A 91 TITAN SOLAR POWER FL
DESCRIPTION
CAD I.CA '�Ir
C.A. 32661 ATE Cp 901 ARMSTRONG BLVD,
1825 PONCE DE LEO N BLVD #114'
-�A
CORAL GABLES, FL 33134 I,. KISSIMMEE, FL 34741
'0
DESIGN@ENGIPARTNERS.COM (813)982-9001
L
833-888-3644 'MA � � ,'� 1,
#EC13009924
Spruce, Pine,
SS Lag 8olt 5/16" x
Min. Thread Depth
M
Max. Pull Out Strength Required per Lag Bolt
Lag Bolt Pull Out Strength Safety Factor
ASCE 7-16-Telocity Pressure
qz10 = 0,00256Kz Kzt Kd V2
Where:
qzl 0 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf]i
Kz velocity pressure exposure coefficient
Kzt topographic factor
Kd wind directionality factor
V basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate
wind speed maps in 2020 FBC.
As an example, for an array having an area of 158.04 sq.-ft., the total
#n*hrt -*L �o S"R_
-6,179364 lb. Knowing this resultant force, the design engineer ran now
determine the number of attachment points and the size of the mounting
hardware necessary to safely carry this load.
Live Loads:
Live loads associated with photovoltaic systems are usually assumed to be
distributed uniformly and are small, on the order of 4 psf or less.
1. Determine location for the Mount on roof by drilling through
the center of truss from bottom with 5/32" drill bit.
2. Mark mounting holes for Mount on underlayment. Mounting
holes should be centered on the trusses.
3. Drill 15/64" pilot hole.
4. Apply sealant to bottom of Mount.
5. Place Mount over roof underlayment with holes in roof.
6. AWly
and fasten Mount securely to trusses.
7. Apply additional sealant to top assembly to be sure all
penetrations are sealed.
DISTRIBUTED LOAD CALCULATIONS 7
PV MODULES & RACKING WEIGH �OUAL MODIT _WEIG�IULE WEIGF,
(MODULE QTY — (50.50 LBS) * (28) = 1,414.00
Y7
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RAC I
WEIGHT / TOTAL ARRAY AREA 1,414.00 LBS / 597.63 SQFT
HENCE. ROOF WIL
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CONTRACTOR LOGO
T I T A N
S 0 L A R P 0 W E R
CUSTOMER:
RICHARD COLE
PROJECTADDRESS:
5929 17TH ST
ZEPHYRHILLS FL 33542
PARCEL NUMBER:
11-26-21-0010-04200-0070
Uni-Rac Specs. Lag pull-out (withdrawal) capacities (lbs)
intypical roof lumber (ASDZ
STAINLESS STEEL Lag screw specifications
Specific 5/6'shaft,
gravity per inch thread depth
Douglas Fir, Larch
0.50
266
Douglas Fir, South
0.46
235
Engelman Spruce, Lodgepole Pine
0.46
235
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain)
0.43
212
Hem, Fir (North)
0,46
235
Southern Pine
0.55
307
Spruce, Pine, Fir
0.42
205
Spruce, Pine, Fir
(E of 2 million psi and higher
grades of MSR and MEL)
0.50
266
Sources., American Wood Council, NOS 2005, Table 11.2A, 11.3A
PROJECT ID: I ENGINEER OF RECORD: I SHEET TITLE:
TSP166820 ENG. RAFAEL A- GONZALEZ SOTO, PE S-2
DATE:
11-14-23
Notes:rri must be embedded in the side grain of
Trusses or other structural member integral with the
building
(2) Lag Bolts must be located in the middle third of the
structural member.
These
s
r not valid # e services.
..r....
contact(4) This table does not include shear capacities. If
# engineer to specify lag
bolt size with regard to shear forces.
(5) Install lag bolts with head ad washer flush to surface
r gap). Do nor over -torque.
(6) Withdrawal design values for lag screw connections
shall be multiplied by applicable adjustment factors
if necessary. See table
i•r Council NDS for•rr Construction.
DOCUMENT CONTROL
ISSUED FOR PERMIT
DATE
11-15-23
CAD eCA
EF DM
REV DESCRIPTION
DATE
CAD eCAB,
ENGIPARTNERS LL(4
C.A.32661 >
1825 PONCE DE LEON BLVD #Tis t
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
;rtrg.gc,tural
a-tn.-unaa g zerng t,epar.mens
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ed fro Er&ne ze fo fop xin of z�c araprotav lryg( YPan
apawrz <pmaned .n-n,re hasro
and romL+Y tne.ol rvnngc nd Nvla sperifroatov'-.
t wm Desg Loadsfor Bt'dngsa+d otrer Sttu Cures, aSCf/sff 11, 1/1, J 19 ASCf/Ser]
b
3- ZINMAdId d'gCMe by.nternatbna Cvde COPncI n<-w(Grmrs onsfrom SEAOC
3. 39 g Cmle ] n, 6v r a Code Cou
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('blatant¢: 2 to i9 cleirfrom top of rocl totpp INPV panel.
inrtatlxlon O+enpnov. 6 � .
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Unirac's STRONGHOLD" Butyl is Mem, dependable, ad aptimlzed for WOWS NxT UMOUNTsystem.
Thep2-ap*dhad'fiIir,IridAs the need for add,ionti flash g.,Iostpeelthe lm., pld-e Ire attacoront and Ngtene
cc, cf,1,,zdaiu,hebetyUmA ihouytu, ilcrrof6tg znd.1.blilri n terA relibeiiy, _t re, tr, the screars
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rl p ,-1 Wi. ix n u lh. Isaip '
sn... .a me..
l f®
P-s e ®®p,
ERGI NG STAMP -
)NTRACTOR CONTACT INFORMATION
J#TAN SOLAR POWER FL
c
901 ARMSTRONG BLVD,
- -.. .• a,®'•
KISSIMMEE, FL 34741
(813) 982 -9001
e b e z. r= a 1 1.
#EC13GO9924
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CONTRACTOR LOGO
S O L A R P O Jd E R
PROJECT ADDRESS:
Structural
.__..._.. °n` N£. :...A— Mal'
RUhestve/Seatarz[
Teahrxca O4. Shell
:
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Packaging
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Pnal Bnilding Code, lollll2 Edition w/Prcrvhlonr Irom SAAPV2-1
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Daz�r crrcerw: � p
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Carcukroer. 'lne mar.mum-.r cart,ever ivogin is l/d nf.re adjacent open
Cleararrco 1 mi9•tear tmm"A'Al of Pie roof tofie top of rfre PV Parml.
*Die (I a f a ¢wed im o,m iav on.
Inrt nOrrmtat tm. rodn ecenAgl g nzpn p iel 1.lil /Cave l"ne 111, Ali ene 1panel 11
7s on rs paae aragyeae me or me root and tee Pv pare z
w.,ra-ed o" the tnon:iaeme
RICHARD COLE
5929 17TH ST
ZEPHYRHILLS FL 33542 PROJECT ID:
TSP16682O
11-26-21-0010-0420R0070
NOTICE OF AC(ELL ANCE, !h'O.A
C. IW mr.
&e+wic. , Mi. a9481
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401ENTISENI VI" lb 1104 b- p d d by ih, d,N1 IY d c Fl 'd all E11 xd opine
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thonry na usdR on aeMer [nx Grearon ora
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"s xpprcab e for dP ,i P p •U rs<and and det erne apP Apr ate vaNcz di +etern'of Gre is Soda¢, 20 1
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ENGINEER OF RECORD: SHEET TITLE:
ENG, RAFAEL A. GONZALEZ SOTO, PE
DATE: i
11-14.23
ELECTRICAL SPECIFICATIONS 410
Teat Cond itiroms 'TC NOCT
Module Poue' (Pm2xr Nei 410
_
'+d'ax.rnurp power mt-tlCage (Lprrax).. J `...
`3&g4.......
2624 .
.
i
,
Max muni po ei c,arrerr dpmar, A �.. 10m2 ? H 43
'+a
open rt r_a [volC eVri 7 [. 45,59 a 42,76
-
Sho .,,i, rut_A _r_, e-c} A i11; 1 839
ou
"
2"17k
."
tiAunurr; ��st,rrtvo.rage;"dCC7 Y 100b
i ,fuse af,ng _ A 120
..
r,o errrdeance b'wp 063+10
tbeaoumr,,ent mpdi orr5 STC four Win' - 4e; ';.5. Te1peca ,-'re?' C NO_, 8'''jOWW.FVA f S f4e.,SUremertt u.ceT.ainty< 3yv
5„nsanulator-aLGraEton _:e ..ncermTl..l„�tom Fray tr f� L`uCV?F_ Pectncaf.harec,erstir-trayvary 'r"y--,y, era poster uy OID �10tN.
MECHAUICALPRt7PERTIESjCOMPONENTS, METRIC, IMPERIAL
�
Miodulewe& 21_kg±02kg 47,bs 1041bs
Dimensions ;Hx.LxD .914turn x7936mmx3Emin 753 tnx40.8inxld7in
P4.ax rnu-p surface card (wind/snow)' ?. E400 Pon-,, toad / S400 Pa front load � 1129lb/nx rear load I112:$db/ ftr front load
Halt impectresisiance 02S m m. at$3 km/h i ul it at 5_firrph
a '32 HatfeeUs Si rr.ono PERC 3 2Haloe,is-3i ironn PERC
Califs
9 ousF,ar-8; x160 rrm . 9busnar-3.2nxfi53 a
G4as" - > 2 r; rr hS+h rrar sr, itanee, tempered, 01.6 in riifth tr rsa acme, temfrerevd, .
ana-re`(ed-tiecoa?mg anti-re"ttecttae..cevrg
Cablesand connectors (re`si to installation rnaaual)i _350 mrn,z 5 7 m.m, f* —4iipCt9 Staubli 53 in,of) 22 in (121tWG),IyC4fr0m ataub('
e Hgr duraetity, superior nydirlysc and Lis resrxon e, rnud' aye _1_t-c film,
Ba'ksheet
fluorine -free :on packaheet
..
g... Aaodi<ed ?s uma sr (Flack)
Fume
Ba,x, ¢ic,des _ E.. (45V mac, Dr blockingvolzge, 3De max forward re,.ti,ed.urren:j
..
;., UL 3730 Certified, IEC 62790 Certifier,, P5e rated
Jun.tlon Box
TEMPERATURE RATINGS WARRANTIES'
Temperature Coefhcerr lac 3 +0.064%JC Modulc product workmanahp�warranty 25yearo"
Temperature r.,oeffkier t Voc-0281/.i'C _inear power performance guarantee 34yeti
Y
Ter- perature ioefficert Amax-0.36%/ 197 tIbPndlot *T
t+$iJ.: t, 2`C) z916°(wend l2rftyr
;perazingtprupa:ature . -4firt+g5°L 'r ?�u''L 6�'n 87;c#?Gih yf.
CERTIFICATIONS, SHIPPING SPECS
,
Ed UL 612_S rt7 Ea_ { ?30 2017 d l jL F 0- Mr.:u,.:s °er Pa!let: £ 25.0 6 ,7
„-I.;Urr
iE� 612 e5-
Product T 24i6Pc1 ,IEC a7 t 0i5 d IE-6] 'r 036 d,2, 1,C917e0 c: 016
.,c, EC F10S:202rr(aat) s'Lorrcu,on IEC6u 162,i7(Am 'ronra. Corrcabn), CEC i Fallam Per`c.uk [ 32 or irr {Gail can s}
Listing, UL Fire Rating: Tyce2
Factory... SOSC'fil i0lS Acdcles ver 1 took ', 822 or 30(CaifroF,
" AOfamrrg_Read traSafey aidiataIlation Mdnualwmr. ntingspecfrations a. nd before he ndlmg, I rotailing and operating mojulvs.
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DOCUMENT CONTROL DATE sCADjeCAO ENGINEER CONTACT INFORMATIOV .4v,rENGI EER GSTAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR
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PARCEL NUMBER: TSP166820 DATE:
11-2&21-0010-04200-0070 T1-14-23
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DOCUMENT CONTROL DATE CAD eCA ENGINEER CONTACT INFORMATION _ ENGI E" G STAMP NTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 11-15-23 EF DM RICHARD COLS
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REV DESCRIPTION DATE cnD ecA �"" 901 ARMSTRONG BLVD,
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S O L A R P O Yd E R ENG, RAFAEL A. GONZALEZ SOTO, PE
DESIGN@ENGIPARTNERS.COM 67 � � n ''*` (813) 982 -9001 PARCEL N1tMDER: TSP 166820 DATE: L
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DOCUMENT CONTROL DATE CAD !CAD ENGINEER CONTACT INFORMATION- o.. : ENGINES N STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
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REV DESCRIPTION DATE CAD CAD ENGIPARTNERS LLCu N SOLAR POWER FL ' /A
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