HomeMy WebLinkAbout21-2690SCA02600-2021
Issue Date: 08/19/2021
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 653.80(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.
!I 111111RIFIR11 R11111M 1 11 1 1 11 1 1 1 11
mmj*a�111 0 6 # 0 MEME= 133s�
23mil=��
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
.............
CONTRACTOR SIGNATURE
PERMIT EXPIRES IN 6 MONTHS
a2aL4y*-r-
PE VIT OFFICEV
VITWOUT
*0 0:4 01
4:0 N,
813-780-0020
Fax-813-780-0021 113
f
City of Zephyrhijis Permit Application
Building Department
Date Received , Phone Contact for Permittina J(
It I I & 11 It It I a
Owner's Name = own-, Phone, Numberl *7
Owner's Address 5'�:Zd g Ie, ly— Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
_ JOB ADDRESS P57 & od of n�-e Z41—I, q (U 5 LOT #
SUBDIVISION UM A 4��<
7
PARCEL ID# E,35
WORK PROPOSED NEW CONSTR F1
ADD/ALT
INSTALL
REPAIR
PROPOSED USE SFR
Comm
TYPE OF CONSTRUCTION BLOCKS
FRAME
d
DESCRIPTION OF WORK Fill It cw
--
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN DEMOLISH
OTHER
STEEL
PuMaoz, JCAYJ 6rtal
BUILDING SIZE SQFOOTAGE = HEIGHT
ILI
=BUILDING
gi,
VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING E=
=MECHANICAL 1$ 1 VALUATION OF MECHANICAL INSTALLATION
= GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY L_=�IFE FEE CURREN SIGNATURE REGISTERED
Address License #
ELECTRICIAN e f COMPANY
SIGNATURE REGISTERED
Address all 5,LL4 License # I �m e C, I
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN LILN
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED L_Z2 N _J FEE CURREN L_YLN_j
Address License #
OTHER COMPANY
SIGNATURE REGISTERED L_12 N_J FEE CURREN Y/N
Address License
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 clumpster: Site Work Permit for subdivisions/large 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 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (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 Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of ZephyrhiIIs 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 contractors) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a'certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to pen -nit 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 —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement,
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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.
III am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
LM 0111410 .
it
LOA
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who islare personally known to me or has/have produced
as identification.
Public
Commission
Name of Notary typed, —printed or stamped
CONTRACTOR
V
b or d �Wbrn tq (or affirmed)*before
rnet �h
a ',
YN n Who is/are p MA�fame., has ay. ad ... d
as identification,
ZANotary Public
Commission
ion No.
Y-KH Lfr,4 o ilk N
Name of Notary typed, printed or stamped
AS14LEIGH M. JANSSEN
*4�Notary public, State Of Florida
Commission No, Hli 131940
My Commission Expires: 5/2 1 Q025
M
104
� 1 �r " 'e; "
J wi
1
Permit Number
2 UY_
o
oo
Parcel ID Number
'�4 1478
0
NOTICE OF COMMENCEMENT
State of Florida
County of
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the
Florida Statutes, the following information is provided in this NOTICE OFCOMMENCEMENT.
1 . Description of property (le aide ription):
O
a) Street (job) Add, -1 T pl,
2.General description of improvements: Roof Mounted PV System---,
3,Owner Information or Lessee information if the Lessee contracted for the improvement:
a) Name and address: kr) kh D r
b) Name and address of fee simple titleholder (if different than Owner listed above)
c) Interest in property"
4.Contractor Information
a) Name and address: Sunrun Installation Services Inc 5208 Tampa West Blvd Tampa FL 33634
b) Telephone No.: Fax No.: (optional)
5,Surety (if applicable, a copy of the payment bond is attached)
a) Name and address:
b) Telephone No.,
c) Amount of Bond:
6.Lender
a) Name and address:
b) Telephone No.:
7, Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13 (1) (a) 7., Florida Statutes'.
a) Name and address:
b) Telephone No.: Fax No.: (optional) . ...... — ------- ---
8. a) In addition to himself or herself, Owner designates --- of
to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes.
b) Phone 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 1 year from the date of recording unless a different date is specifieaLli �
�: 20
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
IN Ej� S
THE JOB SITE BEF E T ST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFO OM fare
G RK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
a4 a_
r I I v
Under penalty of p rj lare I at, ave read the foregoing notice of commencement and that the facts stated therein to the best of my
(St nature of 06er or Lessee, or ftherstr Lessee's (Authorized Officer/Director/Partner/Manager) (P-061 Ndrnb and ProlidF&natory'sTitle/Office)
'I
The forego` was a k oWlertgo before b means of El CysiGal presence or [] on-line notarization, this day
of \ 20 by 00liNfN 707+S as 0 (type of authority, e.g. officer, trustee, attorney in fact)
Z A -------
for as
f(Name of Person) (typ f authority, e.g. officer, trustee, attorney in fact)
for (name of party on behalf of whom instrument wasexecuted)
Personally Known [ ro aced
Type of ID Notary Signature
Print name
%, ----------
Notary Public State of Ftwida
4P Anthony Barbone
My Cornmissm GG 963M
�11 EyVres OV01/2024
A;
1111%, 111� 1-1 — I'll a I r 'N'\
Astra v. 1. 50
August 13,2021 gq�gWS
CAT 2
Subject : Structural Certification for Proposed Residential Solar Installation
\GEN
n1.Matf!-,ewVW,9h, Sta�ecFlofida
Job Number: 802R-075POTT RevA.2
-er License No, 84923
Client: John Potts cfigtafly s,-aled
sioned and T -) NO.84923 (P l"a'me'e's Mhas
beenqlthew loValsh PE rn 811 s12021
Address: 8075 Broad Pointe Dr, Zephyrhills, FL, 33540 bseq a Dgtal Solnatw e- Pnnted op'e's of this
ccurnent we not considered siwed and
'Poo stied and the SHA itithenrcaron Gede most
rg
%
Attn: To Whom It May Concern
4OR
0 At.
aaa'41111111110
A field observation of the existing structure at the address indicated above was performed by a site survey team from Sunrun. Structural
evaluation of the loading was based on the site observations and the design criteria listed below.
Design Criteria:
- 2020 FBC (7th Ed.) Amendments to 2018 IRC/IBC/IEBC, 7-16 ASCE & 2018 NDS
Basic Wind Speed V = 138 mph, Exposure B
Ground Snow Load = 0 psf
Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system meets the requirements of the
applicable existing and/or new building code provisions referenced above,
Additionally, I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the
manufacturer's specifications.
225 Bush St. Suite 1400 San Francisco, CA 94104
cl
_3
Enphase Miciroinverters
Enphase
IQ 7 and IQ'-7+
Microinverters
1�1
To learn more about Enphase offerings, visit enphasecom
The high-powered smart grid -ready
Enphase IQ 7 Micro" and Enphase IQ 7+ Micro -
dramatically simplify the installation process while
achieving the highest system efficiency.
Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ Envoy", Enphase IQ Battery'm, and the Enphase
Enlighten TM monitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry -leading
warranty of up to 25 years.
Lightweight and simple
Faster installation with improved, lighter two -wire cabling
Built-in rapid shutdown compliant (NEC 2014 & 2017)
Productive and Reliable
Optimized for high powered 60-cell/120 half -cell and 72-
cell/144 half -cell* modules
More than a million hours of testing
Class H double -insulated enclosure
Smart Grid Ready
Complies with advanced grid support, voltage and
frequency ride -through requirements
Remotely updates to respond to changing
grid requirements
Configurable for varying grid profiles
Meets CA Rule 21 (U L 1741 -SA)
* The IQ 7+ Micro is required to support 72-cell/144 half -cell modules.
ENPHASE,
Enphase IQ 7 and IQ 7+ Microinverters
INPUT DATA (DC) IQ7-60-2-US IQ7PLUS-72-2-US
Module compatibility
60-cell/120 half -cell PV modules
60-cell/120 half -cell and 72-
only
cell/144 half -cell PV modules
Maximum input Bic voltage
48V
60V
Peak power tracking voltage
27 V - 37 V
27V-45V
Operating range i
16V-48V
16V-60V
Min/Max start voltage
22V/48V
22 V / 60 V
Max DC short circuit current (module [so)
15A
ISA
Overvoltage class DC port
II
I I
DC port backfeed current
0 A
0 A
PV array configuration
1 x I ungrounded array; No additional DC side protection required;
AC side protection requires max 20A per branch circuit
OUTPUT DATA (AC)
IQ 7 Microinverter
IQ 7+ Microinverter
Peak output power
250 VA
295 VA
Maximum continuous output power
240 VA
290 VA
Nominal (L-L) voltage/range2
240V/ 208V/
240 V / 208V/
211-264 V 183-229 V
211-264 V 183-229 V
Maximum continuous output current
1.0 A (240 V) 1,15 A (208 V)
1.21 A (240 V) 1,39 A (208 V)
Nominal frequency
60 Hz
60 Hz
Extended frequency range
47 - 68 Hz
47 - 68 Hz
AC short circuit fault current over 3 cycles
5.8 Arms
5.8 Arms
Maximum units per 20 A (L-L) branch circuit'
16 (240 VAC) 13 (208 VAC)
13 (240 VAC) 11 (208 VAC)
Ovorvoltage class AC port
III
III
AC port backfeed current
18 rnA
18 mA
Power factor setting
11,0
1,0
Power factor (adjustable)
0.85 leading ... 0,85 lagging
0.85 leading 0.85 lagging
EFFICIENCY
@240 V @208 V
@240 V @208 V
4............
Peak efficiency
... ..... ... ...... ..
976 % 976%
........ ..........
975 % 973%
CEC weighted efficiency
97.0% 97,0%
97,0% 97.0%
MECHANICAL DATA
40"C to +650C
Relative humidity range
4% to 100% (condensing)
Connector type
MC4 (or Ampherral H4 mrX with additional O-DOC-5 adapter)
Dimensions (HxWxD)
212 mm x 175 mm x 30.2 mrn (without bracket)
Weight
1,08 k9 (2.38 Ins)
Cooling
Natural convection - No fans
Approved for wet locations
Yes
Pollution degree
PD3
Enclosure
Class it double- insulated, corrosion resistant polymeric enclosure
Environmental category / UV exposure rating
NEMA Type 6 / outdoor
FEATURES
Ccriiiniii-I-11
nication
Power Line Communication (PLC)
Monitoring
Enlighten Manager and MyEnlighten
monitoring options.
Both options require installation of an Enphase IQ Envoy.
Compliance CA Rule 21 (UL 1741 -SA)
UL 62109-1, Ut-1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class B,
CAN/CSA-C22,2 NO. 107,1-01
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC
2017, and NEC 2020 section 690,12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,
for AC and PC conductors, when installed according manufacturer's instructions.
IL No enforced DC/AC ratio. See the compatibility calculator at bAt-ps
2 Nominal voltage range can be extended beyond nominal if required by the utility,
3. Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area
To learn more about Enphase offerings, visit eriphase.com so-
�kENPHASE,
2020 Enisnase Enery All rights ese-vecl En pica the Fni)hase Ic go Fnphase IQ 7, Enphase 10 7+, Diphase IQ, Battery.
Enphase Enligntei), Enphase, Q Envoy, and oihe� r!aoemarks o, F,,ev ce names are Me Lalena*s of Enphase Lnergy lire Data suoject To (,Ininge 2020 08 12
SNAPNRACK RL UNIVERSAL SPEFOSEAL TRACK COMPOSITION
ROOF MOUNTING
05fl6"S.S.LAG SCREl
EMBED 0 5118'LAG SCREW 2-1/2'INTO THE ROOF
STRUCTURAL MEMSER I RAFTER
0 5/16"S.S, LAG SCREW
2-1/2' MINIMUM EMBEDMENT
WASHER
SPEEDTRACK—\
FOAM GASKET
DETAIL SPEEDSEAL TRACK COMPLETED INSTALLATION
SHOULD BE INSTALLED I
PARALLEL TO SECTION VIEW
RAFTER
ROOFING MATERIAL—
Hm
ENGWURAdpREB$
MOSr, $
EC13007%4
ROOFING This item hasbeen
MATERIAL
PLOT HOLE
CENTER OF COURSE
and sued
by imm sra-N
ROOF RAFTER (TYPj
PE w 12f22120
ROOF ATTACHMENTS SHALL
L
BE EMBEDDED INTO
ROOF S--'
ROOF SHEATHING, UNDERLAYMENT,
2-I12'MtIL EMBEDMENTsignab",
A
ROOF RAFTERS OR OTHER
STRUCTURAL MEMBERS
NO ROOFING
AND ROOFING MATERIAL (TYPj
INTO RAFTER OR Prroed wpi� f
STRUCTURAL MEMBER this document am
ndconsk*ed
DWally SoVd: 12122/20
SW.d..d.".d
DESIGNER: (415) 58MO20 ex
COMPLETED INSTA==
DOMINGO VILLARUEL
.0d. must be
SHEET
verified an
eww�lc C*pift.
MOUNTING DETAIL
SmpNrca
REV:
MOUNT
��P`
REV: A 1211812020
I PAGE
Higher output power
MIMM=
Less shading and lower resistive loss Better mechanical loading tolerance
Superior Warranty
12-year product warranty
25-year linear power output warranty
�,% A Linear Power Warranty M Industry Warranty
Comprehensive Certificates
IEC 61215, IEC 61730, UL61215, UL61730
ISO 9001: 2015 Quality management systems
ISO 14001: 2015 Environmental management systems
ISO 45001:2018 Occupational health and safety management
systems
IEC TS 62941 ' 2016 Terrestrial photovoltaic (PV) modules —
Guidelines for increased confidence in PV module design
qualification and type approval
5
/ I
EMargo view of
mounting hole(10-1)
Grounding hales
10 laces
C? C
G
Mounting holes
8 laces
Lakes
Draining holes .
01
;
Cell Mono
Dimensions 1689±2rnrnx996±2rhmx35±lmin
No, of cells 120(6x20)
units: mm Connector MC4(1000V)
MC4-EVO2(1500V)
Cable Length Portrait: 300(xm(+)1400jm 1(-s
(Including Connector) Landscape: 000mml+)/100(
Front Glass 2.8mm
ELECTRICAL PARAMETERS AT STC
JAM60S17
JAM60S17
JAM60S17 JAM60S17
JAM60S17
TYPE -320iMR
-325/lviR
-3301MR-335/MR
-3401MR
Rated Maximum Power(famax) [W] 320
326 '
330 335
340
Open Circuit Voitage(Voc) [V] 40.60
40.87
41.08 41.32
41.55
Maximum Power Voltago(Vioto M 33.73
33.97
34.24 34.48
3413
Short Circuit Current(Isc) [A] 10,16
10.23
10.30 10,38
10,46
Maximum Power Gurrent(kri [A) 9,49
9,57 :
9A4 912
9,79
Module Efficiency [%j 19.0
19.3
19.6 19.9
20.2
Power Tolerance
0- +5W
Temperature Coefficient of Isc(a_Isc)
+0.044%/'C
Tomporaiture Coefficient of Voc((3_Voc)
-0.272VIC
Temperature Coefficient of Pmax y_Prnp)
-0.350%/'1
STC
Irraelianr=e 100OWhna, cell temperature 26'C, AMI.SG
Remark Elechroal data in this catalog do not refer to a s+.rgle module and they are not par of
the ofter.They only
serve for comparison
among different module types.
ELECTRICAL PARAMETERS AT NOCT
OPERATING CONDITIONS
JAM60S17 JAM60S17 JAM60S17
JAM60S17
JAM60S17
TYPE -32Q(MR-325tMR-330/MR
-335:WR
-3401MR
Maximum System Voltage
0U0V71500V DG(UC)
Rated Max Power(Pmax) l) 241 246 249
253
257 `
Operating Temperature
-40°C-+85°C
Open Circuit Voltage(Voc) [VI 38.05 38.26 38.46
38.68
38.90
Maximum Series Fuse
20A
Max Pourer Vottage(Vnop) M 31.58 31.80 32,02
3211
32.40
Maximum Static i oatl,Eront
5400fia (112 tb{ft )
Short Circuit Current(Isc) [A] 8.07 8.14 8.21
8.28
8.35
Maximum Static Load,Sack
24001'a (50 Ib/ftc)
NOCT Irradiance 800W1m2, ambient temperature 20'C, Fire Performance Type 1
wind speed 1m/s, AM1.5G
CHARACTERISTICS
Current -Voltage Curve JAM60S17-3351MR
,c
i
2
c
40
Vol, gel V.- ,..
Power -Voltage Curve JAM60S17-335/MR
Ls,
crG c )
1
i '"r1
nG � 1
50
(
., ti) 20 _N c,
ige(i
Current -Voltage Curve JAM60S17-335/MR
'1{
6 T 10-(
i
it
0 -i :i 0G
Volt acge V )
SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS
re PAGE # DESCRIPTION
* SYSTEM SIZE: 13975W DC, 10320WAC • ALL WORK SHALL COMPLY WITH 2O20 FBC (7th Ed.) Amendments to 2018 j __ SOLAR MODULES
* MODULES: (43) JA SOLAR: JAM60S17-325/IMR IRC/IBCIIEBC. MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND SE SERVICE ENTRANCE PV-1.0 COVER SHEET
INVERTER(SL INSTALLATION INSTRUCTIONS.- _. _� __� PV-2.0 SITE PLAN
(43) ENPHASE ENERGY: IQ7-60-2- S • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017.
* RACKING: SNAPNRACK RLU; RL UNIVERSAL, SPEEDSEAL � iMP MAIN PANEL PV-3.0 LAYOUT
TRACK ON COMP, SEE DETAIL SNR-DC-00436 • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017.
PV-3.OA LAYOUT
— SNR MOUNT
• PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY SP SUS -PANEL - SNR MOUNT & SKIRT PV-3.1 STRUC. UPGRADES
• MAIN BREAKER DEBATE: REPLACE EXISTING 200A MAIN BREAKER WITH NEW 175 AMP MAIN BREAKER, GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. PV-4.0 ELECTRICAL
• MODULES CONFORM TO AND ARE LISTED UNDER UL 1703, LC PV LOAD CENTER CHIMNEY PV-5.0 SIGNAGE
• INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
Si SUNUiV METER ATTIC VENT
• RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
FLUSH ATTIC VENT
® SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I; OR TYPE If PM DEDICATED PV METER
MODULES, ARE CLASS A FIRE RATED. PVC PIPE VENT
® RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL ER(INVERTES) METAL PIPE VENT
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). T-VENT
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G), AC AC DISCONNECT(S)
I SATELLITE DISH
g ARRAY DC CONDUCTORS ARE SIZED FOR DEBATED CURRENT. DC
DC DISCONNECT(S) FIRE SETBACKS
* 10.23 AMPS [MODULE SHORT CIRCUIT CURRENT.
® 15.98 AMPS DEBATED SNORT CIRCUIT CURRENT [690.8 (a) & 690.E (b)], CB IQ COMBINER BOX HARDSCAPE
F_ —1 INTERIOR EQUIPMENT PL— PROPERTY LINE
L __J SHOWN AS DASHED
SCALE:NTS
A AMPERE sunrun
AC ALTERNATING CURRENT
ENGINEER ADDRESS.
AFCI ARC FAULT CIRCUIT INTERRUPTER 222 BUSH ST, SUIT 1400'
AZIM AZIMUTH P`943a-o993o.cA 4104
VICINITYCOMP COMPOSITION
EC13007964
-777 DC DIRECT CURRENT
(E) EXISTING 5208 TA APA VV B! VD, TAMPA, FL 33634
[ >'t 1It1 ESS ENERGY STORAGE SYSTEM FAx 0PHONa
EXT EXTERIOR
�{ttIIIIt INT INTERIOR CUSTOMER RESIDENCE:
VA E€J7i MAG MAGNETIC JOHN POTTS
EN t� MSP MAIN SERVICE PANEL 8075 BROAD POINTE DR,
�g Hill
(N) NEW ZEPHYRHILLS, FL, 33540
NTS NOT TO SCALE
TEL. (727) 453-8950
.,T . t� t OC ON CENTER
APNITMK #: APN:
�07 5 Broad Pointe, - T � c PRE -FAR PRE -FABRICATED
;`.,` PSF POUNDS PER SQUARE FOOT 35-25-21-0150-0150-0}010
Dr, hyrhiil , FL. `�__ c na _� €`` PROJECT NUMBER:
------ OCNA� PV PHOTOVOLTAIC 802R-075POTT
j7 IBIBI L RSD RAPID SHUTDOWN DEVICE
STRUCTURAL ONLY TL TRANSFORMERLESS TYP TYPICAL DESIGNER: (415) 580-6920 ex3
Signed: 08/13121 V VOLTS CODY WILLES
UV WATTS SHEET
La eL REV NAME DATE COMMENTS COVER SHEET
and
REV: A.2 08/13/2021
Tampa Winler Haw PAGE C PV- Q
SITE PLAN - SCALE = 1/16" = V-0"
m
(N) ARRA
V✓
A E W
STATE OF
////ON
Signed: 08/13/21
r---_ S�OAD POINrpm _
Pt
e
NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE
ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA
Name Type Height Type Max OC Detail Max Landscape Max Landscape Max Portrait Max Portrait Configuration MAX DISTRIBUTED LOAD: 3 PSF
Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 0 PSF
WIND SPEED:
AR-01 COMP SHINGLE - RLU 2-Story 2X4 PRE -FABRICATED TRUSSES T- 4" 24" RL UNIVERSAL. SPEEDSEAL TRACK ON 6 1-01, 2'- 4" 4' - 0" Z - 0" STACKED 138 MPH 3-SEC GUST -
COMP, SEE DETAIL SNR-DC-00436
S.S. LAG SCREWS:
AR-02 COMP SHINGLE - RLU 2-Story 2X4 PRE -FABRICATED TRUSSES T- 4" 24 5/16": 2.5" MIN EMBEDMENT RL UNIVERSAL, SPEEDSEAL TRACK ON 1 1
COMP, SEE DETAIL SNR-DC-00436 61-01, 2'- 4" 4'- 0" Z - 0" STACKED
STRUCTURAL NOTES; 0 INSTALLERS SHALL NOTIFY
DI - AR-01 - SCALE: 1/8" V-0" ENGINEER OF ANY
PITCH: 23' POTENTIAL STRUCTURAL
AZIM: 280' ISSUES OBSERVED PRIOR
18, - ------- -- 11 -2" 13 '_5" TO PROCEEDING W/
INSTALLATION.
IF ARRAY (EXCLUDING
SKIRT) IS WITHIN 12"
BOUNDARY REGION OF ANY
T-2" T-2"
ROOF PLANE EDGES
(EXCEPT VALLEYS), THEN
ATTACHMENTS NEED TO BE
ADDED AND OVERHANG
REDUCED WITHIN THE 12"
6' BOUNDARY REGION ONLY AS
FOLLOWS:
ALLOWABLE ATTACHMENT
6-9"
SPACING INDICATED ON
PLANS TO BE REDUCED BY
50%
6' TY P, — 6-7 ALLOWABLE OVERHANG
T-T'
I 4 INDICATED ON PLANS TO
------------- a
BE 1/5TH OF ALLOWABLE
6" 6"-i ATTACHMENT SPACING
6'- 10" -- — ---- 1 �-Z' - 5-8 1 V-2" T- 1011 -
INDICATED ON PLANS
D2 - AR -fit - SCALE: 1/8" 1 -0"
PITCH: 24'
AZIM: 190' sunrun
ENGINEER ADDRESS
222 RUSH ' T, SUIT F 1400
SAN FRANCISCO, CA 94104
ADD (N) 2X6 BLOCKING P 949-383-0993
WHERE PV ATTACHMENTS EC13007964
— ----- OCCUR.
- 5208 TAMPA N Pf VD, T ANIPA, FL 33634
- - - - - - - - - - - -- - - - - - - - - - PHONEO
FAX 0
CUSTOMER RESIDENCE:
7-'2" p.JOHN POTTS
8075 BROAD POINTE DR,
ZEPHYRHILLS, FL, 33540
6784923
i
:E TEL. (727) 453-8950
3'-4"
APN/TMK APN:
STATE OF
- -- - ------
011 35-25-21-0150-01500-0010
A-
ORIO PROJECT NUMBER:
61 1 '/OliiiAL 802R-075POTT
6'TYP,
Signed: 08/13/21 (415) 580-6920 ex3
DESIGNER:
6�-7 CODY WILLIES
F
T-3"
SHEET
LAYOUT
6" — ----- 6"
— — — — — — — — — — — — — — — — — — — — — — — ---
REV: A.2 08/13/2021
SEE SITE PLAN FOR NORTH ARROW PAGE PV-10
ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA
Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD: 3 PSF
r
Name n el Type ype Height Type Span Spacing Detail Configuration OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 0 PSF
S
RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE I WIND PEED:
AR-03 COMP SHINGLE - RLU 2-Story 2X4 PRE -FABRICATED TRUSSES T- 4' 24" DET AIL SNR-DC-00436 6'- 0" Z - 4" 4'- 0" 2'- 0" STACKED 138 MPH 3-SEC GUST.
S.S. LAG SCREWS:
AR-04 COMP SHINGLE - FLU 2-Story 2X4 PRE -FABRICATED TRUSSES T- 5" 24" RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE 6'- 0" 2'- 4" 4' - 0" 2'- 0" STACKED 5/16"� 2_5" MIN EMBEDMENT
DETAIL SNR-DC-00436 STRUCTURAL NOTES:
RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL 0 INSTALLERS SHALL NOTIFY
AR-05 COMP SHINGLE - RLU 2-Story 2X4 PRE -FABRICATED TRUSSES T- 5" 24" 6'- 0" Z - 4" 4'- 0" 2'- 0" STACKED ENGINEER OF ANY
5NR-DC-00436
POTENTIAL STRUCTURAL
D3 - AR-03 - SCALE: 118" = 1 -0". ISSUES OBSERVED PRIOR
PITCH: 23' TO PROCEEDING W/
AZIM: 100' INSTALLATION.
IF ARRAY (EXCLUDING
SKIRT) IS WITHIN 12"
T-Z'
BOUNDARY REGION OF ANY
10ROOF PLANE EDGES
,
(EXCEPT VALLEYS), THEN
-4" i ADDED AND OVERHANG
REDUCED WITHIN THE 12"
---------- E
BOUNDARY REGION ONLY AS
3'-3" FOLLOWS:
_QL__ 6-11 ALLOWABLE & TYP� ATTACHMENT
SPACING INDICATED ON
T-5"
PLANS TO BE REDUCED BY
50%
-3" ALLOWABLE OVERHANG
3'- 1 3"
INDICATED ON PLANS TO
BE 1/5TH OF ALLOWABLE
6" ATTACHMENT SPACING
INDICATED ON PLANS
D4 - AR-04 - SCALE: 1/8" = V-0"_ D5 - AR-05 - SCALE: 3/16" = V-0"
PITCH: 22' PITCH: 22'
AZIM-10' ADD (N) 2X6 BLOCKING AZIM-10' ENGINEER ADDRESS
WHERE PV ATTACHMENTS 2" 2SH ST FD ITF 14M
OCCUR. ;AN FRANCISCO, CA 94 104
EC13007964
52;38 TAMPA JV BLVD TAMPA. FL33634
FAX 0
T-7 T-7
I VA JOHN POTTS
8075 BROAD POINTE DR.
ZEPHYRHILLS, FL, 33540
gr-11"
TEL. (727) 453-895
S TA0 IF 0
APN/TMK# APN'
\
0'
35-25-21-0150-01500-0010
PROJECT NUMBER:
6'-7"
802R-075POTT
Oil
6_811
" -3 3'DESIGNER:
shgn I%ITYILI� (415) 580-6920 ex3
T-3" CODY WILLES
L-Q - - - ------------- Q_J - - - - -------------- - --------
A
6" SHEET -
— ----- T-5" 1 V-2" 5'-2 - ------
LAYOUT
REV: A.2 08/13/2021
SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.OA
INSTALL (N) SIMPSON A34 CLIP AT
EACH END OF (N) 2x6 BLOCKING.
CLIPS TO BE ATTACHED w/ (8) 8d
COMMON NAILS.
a
BE FLUSH WITH (E) TRUSS
( h l SECTION-1 (FLAT TRUSS)
COMMON NAILS.
SCALE:NTS
TOP VIEW
SCALE:NTS
ATTACHMENTL
SCALE:NTS
NOTES:
1, INSTALLATION CREW TO INSTALL BLOCKING PRIOR TO INSTALLATION OF PV SYSTEM.
2, CREW TO VERIFY THAT LAG BOLTS HAVE NOT MISSED VERTICAL BLOCKING BEFORE COMPLETION OF JOB.
SPANNING BETWEEN (E)
TRUSSES WHERE PV
ATTACHMENTS ARE TO
OCCUR.
S
SO
SECTION 2
SCALE:NTS
(E) TRUSS / (E) RAFTER
ACCEPTABLE MIN, LUMBER TYPE
LUMBER TYPE MIN. Fd (psi)
DOUG FIR -LARCH #2 900
SOUTHERN PINE #1 1500
HEM -FIR #2 850
SPRUCE PINE FIR #2 875
TABLE 2: ACCEPTABLE ATTACHMENT SCHEDULE
OPTION TYPE # AT EA.
CONNECTOR
INSTALL (N) 2x6 BLOCKING
SPANNING BETWEEN (E)
TRUSSES / (E) RAFTERS
WHERE PV ATTACHMENTS
ARE TO OCCUR.
(N) BLOCKING TO BE INSTALLED
FLUSH WITH ROOF DECK.
�\If4/f��JJJ
84923
� =4
' STATE OF lU 44v
`tee f C?41DP."N"
J�j�cy 0NA
g
Signed: 08/13/21
COMMON 8d NAILS
1 8dx1.1/2 (0.131"x1.1/2") 8
SIMPSON SD SCREWS
2 SD#9x1.1/2 (0.131x1.1/2") 8
EC13007964
5208 TA OPA N BLVD, TAMPA, FL 33634
PHONE 6
FAX 0
CUSTOMER RESIDENCE.
JOHN POTTS
8075 BROAD POINTE DR;
ZEPHYRHILLS; FL, 33540
TEL. (727) 453-8950
APN/TMK #: APN:
35-25-21-0150-01500-0010
DESIGNER: (415) 580-6920 ex3
CODY WILLES
SHEET
STRUC.UPGRADES
REV: A.2 08/13/2021
PAGE PSI-.
120/240 VAC
SINGLE PHASE
SERVICE
METER N:
DUKE ENERGY 004343015
UTILITY
GRID
NEW 175A
MAIN
BREAKER
(END FED)
EXISTING
200A
<— — MAIN
FACILITY — PANEL
LOADS
-L-GROUN
(N) 60A
PV BREAKER AT
OPPOSITE END
OF BUSBAR
11 CONDUIT SCHEDULE
(N) LOCKABLE
BLADE TYPE
AS DISCONNECT
6---,q-�
SQUARE D
DU222RB
3R, 60A,2P
120/240VAC
(N) 125A ENPHASE IQ
AC COMBII3ER BOX
WITH INTEGRATED
1 OA ENVOY BREAKER
3CX-IQ-AMI-240-3C
20A BREAKER [A]
20A BREAKER [B]
20A BREAKER [C]
20A BREAKER [D]
(43) JA SOLAR:
JAM60SI7-325/MR MODULES
AND MICRO -INVERTER PAIRS
I-V I-V
(43) ENPHASE ENERGY:
IQ7-60-2-US
JUNCTION BOX
OR EQUIVALENT (1) BRANCH OF (10)
MICRO -INVERTERS [A]
(1) BRANCH OF (113)
MICRO -INVERTERS [B]
(1) BRANCH OF (10)
MICRO -INVERTERS [C]
(1) BRANCH OF (10)
MICRO -INVERTERS [D]
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
I
NONE
(2) 12 AWG PER ENPHASE Q
CABLE BRANCH
NONE
(1) 8 AWG BARE COPPER
2
3/4" EMT OR EQUIV.
(8) 10 AWG TH H NITHWN-2
NONE
(1) 8 AWG THHN/THWN-2
3
3/4" EMT OR EQUIV.
(2) 6 AWG THHN/THWN-2
(1) 10 AWG THH N/THWN-2
(1) 8 AWG THHN/THWN-2
MODULE CHARACTERISTICS
JA SOLAR: JAM60S1 7-325/MR:
325 W
OPEN CIRCUIT VOLTAGE:
40,87 V
MAX POWER VOLTAGE:
3197 V
SHORT CIRCUIT CURRENT:
10.23 A
VAE W
No 84920
�i" TE OF
0 4
OR%
ri'/ONAL
STRUCTURAL ONLY
Signed: 08/13/21
NOTES AND SPECIFICATIONS:
ELECTRICAL SHOCK HAZARD
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
LABEL LOCATION:
INVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE ' I.
PER CODE(S): CEC 2019: 690. 1 3(B), NEC
2017:69013(B)
POWER SOURCE OUTPUT CONNEC11ON
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
i apr:i i rirATInH
ADJACENT TO PV BREAKER (IF
APPLICABLE).
PER CODE(S): CEC 2019:
705.12(13)(2)(3)(b), NEC 2017:
705.12(13)(2)(3)(b)
I PHOTOVOLTAIC SYSTEM
I COMBINER PANEL
I
i DO NOT ADD LOADS I
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019 ' 705A2(13)(2)(3)(c).
NEC 2017:705.12(B)(2)(3)(c)
I DUAL POWER SUPPLY I
SOURCES: UTILITY GRID
AND PV SOLAR ELECTRIC
SYSTEM
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S): CEC 2019: 705,12(13}(3), NEC
2017: 705-12(B)(3)
im
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 201 9: 690.54, NEC 2017: 690.54
LABEL LOCATION:
INSTALLED WITHIN TOF RAPID SHUT DOWN
SWITCH PER CODE(S): CEC 2019: 690.56(C)(3), NEC
2017: 690.56(C)(3), IFC 2012: 605.11.1, IFC 2018:
1204.5.3, CFC 2019:1204.5.3
ai
WITH P"UTDOWN
SWITCH TO THE "OFF"
Lu*wl2-Am,!
SHOCK HAZARD IN THE
ARRAY.
t &PFf I
ON OR NO MORE THAT I M (3 FT) FROM THE SERVICE
DISCONNECTING MEANS TO WHICH THE PV SYSTEMS
ARE CONNECTED,
PER CODE(S): CEC 2019:690.56(C)(1)(a), NEC 2017
6903 56(C)(1)(a)
* SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE
I 10.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690. OR
IF REQUESTED BY THE LOCAL AHJ.
® SIGNS AND LABELS SHALL ADEQUATELY vTARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
* LABELS SHALL. BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
* LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
* SIGNS AND LABELS SHALL COMPLYMTH ANSI Z535.4-201 1, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED-
* DO NOT COVER EXISTING MANUFACTURER LABELS.
VA E IN
/&10 a 49
STATE OF
/ONAL
111111100
STRUCTURAL ONLY