HomeMy WebLinkAbout21-3197��"iwnva City of Zephyrhills M ill I
1, i0'
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-00319 021
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/15/2021
Permit Type: Electric Service Re lacement/Misc
7,
ME
1226 21 002A 01300 0020 39209 7Th Avenue
121,1—2
111 11MM
Name: MICHAEL CACIOPPO Permit Type: Electric Service Replacement/M Contractor: SUN PRO SOLAR
Class of Work: Add/Alter Residential
Address: 39209 7-rh Ave
ZEPHYRHILLS, FL 33542
lllllff��%
Building Valuation: $44,000.00
Electrical Valuation: $1,000.00
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $45,000.00
Total Fees: $305.00
Amount Paid: $305.00
Date Paid: 11/15/2021 10:51:14AM
INSTALLATION PV SOLAR PANEL ROOF MOUNT W/ ELECTRICAL PANEL REPLACEMENT
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the inal inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
,to Ij#j_kfIjj I,, ule pj#'k)IIU Ftl(MRS ui frins Munty, anu Mere may De aaanionai permit requirea Trom other governmental
entities such as water management, state agencies or federal agencies,
0 1 &
W' 1Mj7trJ1*'",*
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTO� sll'd�k URE PEfAIT OFFICE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-78G-0021
Building Depar0hent
Date Received 813 499 9730
Phone Contact for Permittin
Owners Name Michael Cacioppo Owner Phone Number 813-499-9730
Owner's Address I 39264_7thAve: Owner Phone Number
Fee Simple Titleholder Name E:====:= Owner Phone Number
Fee Simple Titleholder Address F_
JOB ADDRESS 39209 ith Ave LOT # 20
SUBDIVISION PARCEL IDN, 12-26-21-002A-01 300-0020
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE EM SFR 0 COMM OTHER
TYPE OF CONSTRUCTION BLOCK E::] FRAME STEEL F—=
DESCRIPTION OF WORK Install PV solar panels on existing roof with electrical panel replacement
BUILDING SIZE L — — — — — — -- SO FOOTAGE = HEIGHT
=BUILDING44000 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL V-11000 AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING 1$
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER id
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER 7� COMPANY Marc Jones Construction dba Su;npro:S:o=lar
SIGNATURE REGISTERED YIN FEECURREN YIN
Address 4492 eagle Falls Place, Tampa, FL 33619 License #
ELECTRICIAN COMPANY Marc Jones Construction dba Surpro Solar
SIGNATURE REGISTERED YIN PEE CURREN YIN
Address 4492 Eagle Falls Place, Tampa, License #
E;;;�;
PLUMBER COMPANY REGISTERED FEE Ur�IREN���
SIGNATURE F
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED _Y J N[ FEE CURREN YIN
Address License #E����
OTHER COMPANY
SIGNATURE E=== REGISTERED ;N. CURR..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 wl Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisionsAarge 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. (AJC 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 Zephyrhills Permit Application Fax-81 3-780-0021
Building Deparliment I
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 property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy' or final power release. if the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTIONLIEN 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'SIOWNEWS AFFIDAVIT: I certify that all the inforination 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, Welland 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'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 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, after, 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.
004
TW7W6T-W
W11U XQUIS UNDER Q8 AN &UQRNEX LE128F. REMBUM =US N CC QE CQUIDUNQUALN1.
FLORIDA JURAT (F.S. 117-03)
T CONTRACTOR
OWNER OR AGEN
Sulyft
wgnlaby
gn to r I edoofrgjslC geIttiefore me this
Who me or has/have produced WRO —is/are persori
as identification. as identification -
Notary Public Notary Public
411 TM L CRAM
Commission Na 51%, T" L MR, Commission No
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Name of No—tary ty0ft-M"Wft%"fflMy-- Poorsampe
ACCOUNT NO.
2021 - 2022 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30,2022 47880
RENEWAL
nfIrl (Inr_ nI K—�
090.008002 ELECTRICAL CONTRACTOR I Employees Receipt Fee 1&00
Hazardous Waste Surcharge 0,00
Law Library Fee 0.00
EC1 3001242
PADGETT RONNIE FREEMAN 11
BUSINESS dba SUNPRO SOLAR LLC
4654 EAGLE FALLS PL
TAMPA, FL 33619 2 Ole 1 w 2 0 22"�
MARC JONES CONSTRUCTION LLC
NAME DBA SUNPRO SOLAR LLC
MAILING 22171 MCH ROAD
ADDRESS MANDEVILLE, LA 70471
Paid 20-0-453149
07/01/2021 18.00
BUSINESS TAX RECEIPT NANCY C MILLAN, TAX COLLECTOR
HAS HEREBY PAID A PRIVILEGE TAX TO ENGAGE 813-635-5200
IN BUSINESS, PROFESSION, OR OCCUPATION SPECIFIED HEREON THIS BECOMES A TAX RECEIPT WHEN VALIDATED.
101 IN Causeway III \d, Suite 19 * Nlande-,,i Ile, Louisiana 70471 * Phone: 985.624.500 1+ Fax: 985.624.5303
October 2021
Property Owner: Michael Cacioppo
Property Address: 39209 7th Avenue, Zephyrhills, FL 33542
RE: Photovoltaic System Roof Installations
I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support
the proposed installation of an array of solar panels on the roof.
Based on my review, the existing structure is adequate to support the proposed solar panel installation. This
assessment is based on recent on -site inspection by SunPro Solar inspectors and photographs of the existing
structure. The photovoltaic system is designed to withstand uplift and downward forces; our assessment is regarding
the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters are
within acceptable limits as shown on the attached calculations. The structural considerations used in our review and
assessment include the following:
Evaluation Criteria:
Applied Codes: ASCE 7-16 FBC 2020
Risk Category: 11
Design Wind Speed (3-second gust): 165 MPH
Wind Exposure Category: C
Ground Snow Load: 0 PSF
Seismic Design Category: D
Existing Structure:
Roof Material: TPO
Roofing Structure: 2x6 rafters Ccv 24" O.C.
Roof Slope: 1/12
Connection of Array to Structure.
NEC 2017
Manufacturer: UNIRAC
Mount: L-Foot
Mounting Connection: Unirac L-Foot- 5/16"x 7" lag bolt
Zone 1: 2 rails T-O" o.c. mounts
Zone 2: 2 rails T-O" o.c. mounts
Zone 3: 3 rails T-O" o.c. mounts
PRINCIPAL Infrastructure'
Architecture * Engineering * Construction
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MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
www.pi-aecxona * info(�pi-aec.com
PRINCIPAL Engineering
Architecture * Engineering * Construction
Page 2 of 3
Effect of the Solar Array on Structure Loading:
Gravity Loads:
Per 113C Section 1607.12.5.1, the areas of the roof where solar panels are located are considered
inaccessible, and therefore not subject to roof live loading. Live load in these areas is replaced by the dead
load of the solar array, 3 psf. The total gravity load on the structure is therefore reduced and the structure
may remain unaltered. Connections of the mounts to the underlying structure are to be installed in a
staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The
stresses within the rafters due to the introduction of discrete mount loads are within acceptable limits, as
shown on the attached calculations.
Wind Load:
The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and
parallel to the roof surface. Any additional wind loading on the structure due to the presence of the array is
negligible. The array structure is designed by the manufacturer to withstand uplift and downward forces
resulting from wind and snow loads. The attached calculations verify the capacity of the connection of the
solar array to the roof to resist uplift due to wind loads, the governing load case.
Snow Load:
The reduced friction of the glass surface of the solar panels allows for the lower slope factor (Q per
Section 7.4 of ASCE 7-16 resulting in a reduced design snow load for the structure. This analysis
conservatively considered the snow load to be unchanged.
Seismic Load:
Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively
neglecting the wall materials, the solar panel installation represents an increase in the total weight of the
roof and corresponding seismic load of less than 10%. This magnitude of additional forces meets the
requirements of the exception in Section 1113.4 of ASCE 7-16 . The existing lateral force resisting system
of the structure is therefore allowed to remain unaltered.
ALU41i;
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PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLOD&IDA FIRM NO. 30649
"Improving the PRINCIPAL Infrastructure of our World"
PRINCIPAL Engineering
Architecture + Engineering * Construction
Page 3 of 3
Conclusion:
To the best of my professional knowledge and belief, the subject construction and photovoltaic system
installation will be in compliance with all state and local building codes and guidelines in effect at the time
of our review.
Limitations:
Engineer's assessment of the existing structure is based on recent field reports and current photographs of
the elements of the structure that were readily accessible at the time of inspection. The design of the solar
panel racking (mounts, rails, connectors, etc,), connections between the racking and panels, and electrical
engineering related to the installation are the responsibility of others. The photovoltaic system installation
must be by competent personnel in accordance with manufacturer recommendations and specifications and
should meet or exceed industry standards for quality. The contractor is responsible for ensuring that the
solar array is installed according to the approved plans and must notify the engineer of any undocumented
damage or deterioration of the structure, or of discrepancies between the conditions depicted in the
approved plans and those discovered on site so that the project may be reevaluated and altered as required.
Engineer does not assume any responsibility for improper installation of the proposed photovoltaic system.
ii
MANDEVILLE, LA 70471
985,624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO, 30649
"Improving the PRINCIPAL Infrastructure of our World'
Uplift and Wind Downforce Calculation Summary (ASCE 7-16)
Mount, Rack, & Panel Proportioning
Point Load Check and Rafter Stress Analysis
Property Owner:
Michael Cacioppo
Max. Individual Panel 'Dimensions
Project Address:
39209 7th Avenue
Length
Width (in)
Area (sf)
City, State,,
Zephyrhills, FL 33542
77
39
20.85
Roof Dimensions: Length
Width
Roof Height (h):
Pitch:on 12
Roof Configuration
Roof Structure
Roof Material
Risk Category:
Basic Wind Speed:
Exposure Category:
Topographic Factor (K,J
Wind Pressure @ h=30, Pnet3O
Ht. & Exposure Adjustment (X)
Adjusted Wind Pressures, p,,t
Effective Wind Area (sf):
46 Greater Dimension 46
42 Least Dimension: 42
15 Fig 30.4-1, valid under 60* ✓
4.8' Must be less than 45' ✓
Gable
2x Rafters
Plywood
11
165
From 26.5-1
C
Fig. 26.7
1.0
Fig. 26.8-1
See Table Below
Fig. 30.4-1
0.82
Fig� 30.4-1
'g'
See Tablde4low
Eq, 30,4-1
10.43
(Area per individual mount)
I - Least Roof Horizontal Dimension (L or W) x 0.10
4,2
2 - Roof Height x 0.4
6
3 - Least Roof Horizontal Dimension (L or W) x 0.04
1.68
4 - Least of (1) and (2)
4.2
5 - Greater of (3) and (4)
4.2
6 - Greater of (5) and 3 feet
a=l
4.2
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PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
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b,110 WE If
MANDEVILLE, LA 70471
985.624.5001
INFO@PI—AEC.COM
FLORIDA FIRM NO. 30649
Snow Load
Grouna Snow 1oad-,pg-
Terrain Category:
Exposure
Exposure FactorCe
Thermal Factor, Ct
Importance Factor, 1.
Roof Configuration
Roof Slope
Distance from Eave to Ridge
pm, Minimum required Snow Load
pf, Calculated Snow Load
pf, Design Snow Load
0.0
From ASCE 7 or AHJ
Para 6.5.6.3
Table 7-2
Table 7-3
Table 1.5.2
Para. 7.3.4
Eq. 73-1
C
Partial
1.0
1.0
1.0
Gable
04.8'
21.0
0.00 psf
0.00
0.00 psf
Zone 1:
2 rails, mounts @ 4 ft. o.c.
Zone 2r:
N/A
Zone V:
2 rails, mounts @ 4 ft. o.c.
Zone 3:
3 rails, mounts @ 4 ft. o.c.
Zone 2:
2 rails, mounts @ 2 ft. o.c.
Zone 3e:
N/A
Zone 2e:
N/A
Zone 3r:
N/A
Zone 2n:
N/A
(From rail analysis, allo.able spacing and number
of rails are controlled by individual mount pullout before rail bending)
PRINCIPAL ENGINEERING, INC.
"W640
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
NOTES:2.1.1 SITE
21.2 A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH PHASE A OR Ll- BLACK PHASE B OR L2- RED, OR OTHER
OSHA REGULATIONS. CONVENTION IF THREE PHASE PHASE C OR L3- BLUE,
2.1.3 THE PV MODULESARECONSIDERED NON-COMBUSTIBLE AND THIS YELLOW, ORANGE**, OR OTHER CONVENTION NEUTRAL-
1 UTILITY INTERACTIVE NO
STORAGE
- i
BATTERIES,HASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE [NEC
2.1.4 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING,
MECHANICAL, OR BUILDING ROOF VENTS.2.5.1 GROUNDINGNOTES:
2.1.5 PROPERACCESS AND WORKING CLEARANCE AROUND EXISTING
AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS 2.5.2 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR
PERSECTION NEC 110.26. THEIR PURPOSE, AND GROUNDING DEVISES EXPOSED TO THE
r ROOF COVERINGS• DESIGNED, INSTALLED, • i ELEMENTS SHALLRATED FOR SUCH USE.
MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED 2.5.3 PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC
MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF COVERING 690.43 AND MINIMUM NEC TABLE 250.122.
SERVES TO PROTECT THE BUILDING OR STRUCTURE. 2.5.4 METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND
2.2.1 EQUIPMENT LOCATIONS: ENCLOSURES CONSIDERED GROUNDED IN ACCORD WITH 250.134
2.2.2 ALL EQIIIPITIERT SMALL fr. ♦ AS
' # ' t.. BT
WIRINGNEC 110.26,
♦ • IN DIRECTRATED
FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31
i D 310,15
INVERTER2.2.4 JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV
MODULES ACCORDING TO NEC 690.34.
2.2.5 ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE
IS NOT WITHIN SIGHT OF AC SERVICING DISCONNECT.
s ALL EQUIPMENT♦ BE ♦LLED ACCESSIBLE TO •.. •
PERSONNEL ACCORDING TO NEC APPLICABLE CODES.
2.2.7 ALL COMPONENTS ARE LISTED FOR
a. PURPOSEAND RATED
FOR OUTDOOR USAGE WHEN APPROPRIATE.
STRUCTURAL
!
2.3.2 RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO
CODE -COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A
DESIGNATED SPACE BETWEEN MODULES, AND RAILS MUSTALSO
EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE
ARRAY/SUBARRAY, ACCORDING TO RAI MANUFACTURER'S
INSTRUCTIONS.
2.3.3 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS'
SPECIFICATIONS. IF ROOF -PENETRATING TYPE. IT SHALL BE FLASHED &
I KAT-IUIIS F#R irw'' &ACE'll"AT' "TrTILLBE P71PLETE1
AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A
LICENSED CONTRACTOR,
2.3.5 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO
GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING
♦ ,
2.3.6 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL
BE STAGGERED AMONGST THE ROOF `• l 11i
i . l • 0111111111 In!
VOLTAGEON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIM'i
2.4.3 CONDUCTORS SIZED ACCORDING TO NEC 690.8, NEC 690.7.
DROP D TO
2.4.5 DC WIRING LIMITED TO MODULE FOOTPRINT.
MICROINVERTER WIRING SYSTEMS SHALL BE LOCATED AND
SECURED UNDER THE ARRAY W/ SUITABLE WIRING CLIPS.
• ". t 250.136(A)
2.5.5 EQUIPMENT GROUNDING CONDUCTORS SHALLBE SIZED
ACCORDING TO NEC 690.45 AND MICROINVERTER
MAN U r r INSTRUCTIONS.
2.5.6 EACH MODULE WILL BE GROUNDED USING WEEB
GROUNDING CLIPS AS SHOWN
MANUFACTURERDOCUMENTATION AND APPROVED BY THE AHJ.
IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE
INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE
a ♦CTURERS' INSTALLATION RE
GROUNDING2.5.7 THE # # TO • MODULE SHALLI.
ARRANGED AREMOVAL O' A MODULE DOES NOT
INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE.
2.5.8 GROUNDING AND BONDING CONDUCTORS, IF INSULATED,
SHALL BE COLORED GREEN OR MARKED GREEN IF #4 AWG OR
LARGER [NEC i •
iiiiiAlliA"
••i a ♦ i TMRO111GMr250.106.
OR INADEQUATE,' GROUNDING ELECTRODE
SYSTEM PROVIDED ACCORDING TO NEC 250, NEC 690.47 AND
2.5.10 GROUND -FAULT DETECTION SHALL COMPLY WITH NEC
690.41(B)(1) AND (2) TO REDUCE FIRE HAZARDS
I t # • • "t • 11 l `1! •ik
2.6.2 DISCONNECTING SWITCHES SHALL• SUCH
THAT OPENED THE CONDUCTORS
REMAINING ENERGIZED "ARECONNECTED TO THE TERMINAL
MARKED "LINE SIDE" (TYPICALLY THE UPPER TERMINALS).
DISCONNECTS• BE • QUALIFIED
PERSONNEL,BE LOCKABLE,
♦•r ♦ D BE VISIBLE-BREA
SHALL2.6A PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS
t ♦ RAPID SHUTDOWN• ' TO REDUCE
SHOCK HAZARD FOR EMERGENCY RESPONDERS IN
ACCORDANCE WITH 690.12(A) THROUGH (D).
2.6.5 ALL • ■! RATINGSAND TYPES SPECIFIEDACCORDING
BREAKER OR GROUPED FUSES IN ACCORDANCE WITH NEC
2.6.6 MICROINVERTER BRANCHES CONNECTED TO A SINGLE
2.6.7 IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAUL
CIRCUIT PROTECTION ACCORDING TO NEC 690.11 AND
UL1699B.
2.7.2 LOAD -SIDE INTERC [ON SHALL BE IN
ACCORDANCEi
27.3 THE SUM OF THE UTILITY OCPD AND INVERTER
CONTINUOUS OUTPUT MAY NOTt 0
BUSBAR '• i •
27.4 THE SUM OF 125 PERCENT OF THE POWER
# OUTPUT CIRCUIT CURRENT • r THE
RATINGOF OVERCURRENT DEVICE PROTECTING
THE r SHALL NOT t 120 PERCENT OF
BREAKERSBE LOCATED OPPOSITE END OF
BUS FROM # ` OCPD [NEC
i
MULTIPLEPOWER SOURCESOUTPUT
COMBINER PANEL, TOTALRATING OF ALL
OVERCURRENT DEVICES SHALL NOT.
AMPACITY OF BUSBAR. HOWEVER, THE COMBINED
OVERCURRENT DEVICE MAY t t
ACCORDING TO NEC 705.12
2.7.6 FEEDER TAP INTERCONECTION(LOADSIDE)
ACCORDING • NEC 705.12
2.7.7 SUPPLY SIDE TAP INTERCONNECTION ACCORDING
TO NEC 705.12
CONDUCTORS IN AC•" t• i
FASTENING.42
2.7.8BACKFEEDING BREAKER FOR ELECTRIC POWER
SOURCES OUTPUT IS EXEMPT FROM ADDITIONAL
i
CONTRACTOR
SUNPR-4010:
22171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
ICHAEL CACIOPPO
39209 7T
AVE'ZEPHYRHILLS,
L 33542
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC
ENGINEER:
PRINCIPAL
Engineering
SbYf9SP%
cYYe
♦� S
O
W. 71950am
i
®r STATE OF
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not
PRINCIPAL ENGINEERING, INC.
PRINCIPAL
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
NOTES
DRAWN DATE
10/18/2021
DRAWN BY
VS
SHEET NUMBER
3 (bVV 12.3 (b K
AC SIZE 33X 290W 9.570 kW AC
LEGEND
FIRE SETBACK
PROPERTY LINE
JUNCTION BOX
SKYLIGHT (ROOF OBSTRUCTION)
CHIMNEY (ROOF OBSTRUCTION)
0 j=j,
VENT, ATTIC FAN (ROOF OBSTRUCTION)
IIIIIIIN1911 ra 0 1044 I. -To] 14 Irmo
SITE PLAN
92F-99F
201111FATIMall
NON- FUSIBLE AC DISCONNE
(UTILITY DISCONNEC]
(N) UTILITY METER
I
I
C-0
j[fm]j:qig 1:1-ang =101nds
ADDRESS: 39209 7TH AVE
CITY ZIP: ZEPHYRHILLS, FL 33542
METER NO: 332 633 922
rAlwarTIVU
I
CONTRAC
PROJECT NAME & ADDRESS
MICHAEL CACIOPPO
39209 7TH
AVE,ZEPHYRH ILLS,
FL 33542
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC
SHEET TITLE
SITE PLAN
DRAWN DATE
SHEET NUMBER
1-1 01
0 - MODULE STRING
2 - MODULE STRING
- MODULE STRING
W-Q-T1-w�_ E ELECTRIC"AL PIAN
SCALE:3/32"= - "
9
•
(N) VISIBLE LOCKABLE LABELED AND
NOW FUSIBLE AC DISCONNECT
(UTILITY DISCONNECT)
ROOF SECTION(§)
TILT - 5°
ROOF 1 AZIMUTH - 2690
MODULE - 27
SYSTEM SIZE (KW)- 10.13
TILT - 5°
ROOF 2 AZIMUTH - 890
I MODULE - 6
SYSTEM SIZE (KW)- 2.25
0 �+
-R
-
- PROPER LINE
JB
- JUNCTION BOX
- SKYLIGHT (ROOF OBSTRUCTION)
- CHIMNEY (ROOF OBSTRUCTION)
0
- VENT, ATTIC FAN (ROOF OBSTRUCTION)
it1 0 ,11#�
22171 T. "
MANDEVILLE, LA 70471
9152011490
It #., •,•'#"#
#. iFL 33542
a s s
SYSTEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC
ENGINEER:
PRINCIPAL
Engineering
�S2vY(hSiS
ov-H0
p
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No. 64501
xo
dPdfC:i t�itx
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
PLAN
DRAWNELECTRICAL
DATE
10/18/2021
DRAWN BY
VS
SHEET NUMBER
_' 02
Note 1: Windspe6d value is design 3-sec gust in accordance with ASCE 7-16
Note 2: a)Lag bolt shall be mounted into rafters
TOTAL MOUNT COUNT - 60 b)Notify Engineer immediately if conditions differ or - CLAMP
prevent installation per plan. - 5" E-CURB
Note 3: These drawings were prepared under my supervison. - RAIL
I have researched the code and to the best of my knowledge
And belief, these drawings comply with the 2020 Florida -RAFTER
Building Code.
Note 4: Installer shall adjust mount spacing by zone to match
prescribed values on engineer's calculation letter
ARRAY 1
— ---------
TILT- 5 DEC
Fo
AZIMUTH - 269 DEG
37'4'
3'-0"
ARRAY2
TILT- 5 DEG
M
1 ATTACHMENT PLAN_
SCALE: 1/8"=1'-0'1
SUNPR
PROJECT NAME & ADDRESS
MICHAEL CACICIPPO
39209 7TH
AVE,ZEPHYRHILL S,
FL 33542
COUNTY:-PASCO COUNTY
SYSTEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC
ENGINEER:
iPFJNCIPAL
ld
Engineering
*10"'%. DWRA4
0
ffi
so. 71950
o STATE OF
fees 001A
I - t 1,-,
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@P[-AEC.COM
FLORIDA FIRM NO. 30649
SHEET TITLE
ATTACHMENT PLAN
DRAWN DATE
10/18/2021
DRAWN BY
VS
SHEET NUMBER
A-1 03
SOLAR MODULE SPECIFICATIONS
,MANUFACTURER / MODEL #
LG ELECTRONICS LG375N1 C-A6
VM P
35.3V
IMP
10.63A
VOC
41.8V
ISC
11.35A
TEMP. COEFF. VOC
-0.26%/°C
MODULE DIMENSION
68.50"L x 41 "W x 1.57"D (In Inch)
DC SIZE 33 X 375W 12.375 kW D
AC SIZE 33X 290W9.570 kW ►
INVERTER SPECIFICATIONS
«�I O N E ,
]MICINVERTER
#
60V MAX
LMAX INPUT POWER
JUME
MAX4
MODULESMAX
PHASE)
MAX OUTPUT POWER
WIRE /CONDUIT SCHEDULE
TAG
DESCRIPTION
1
12/2 ROMEX IN ATTIC/ #12 THWN-2 ON EXTERIOR
& (1)#6 THWN-2 GROUND / GN
2
#6 THWN-2 & (1)#6 THWN-2 GROUND / (GN)
3
#2/0 THWN-2 WITH NEUTRAL / (GN)
4
(1)#6 BARE GROUND
GENERALCONDUIT
CONDUIT• BE UL LISTED FOR WET LOCATIONS AND Uv
PROTECTED 0 PVC ORMAYBE
USED
INDOOR
APPLICATIONS
f. i' WHERE PERMITTED
B
NEC . ♦.7 !
LG ELECTRONICS LG375N1C-A6
ENPHASE COMBINER PANEL WITH METER NO: 332 633 922
ENVOY IQ METER,
11 MICROINVERTERS IN BRANCH CIRCUIT 1 (3) 20Al240VAC CIRCUIT BREAKERS,
NEMA 3R, UL LISTED,125A RATED TO UTILITY GRID
(3) ENPHASE Q CABLES F ENVOYI(REVENUE GRADE MET AC DISCONNECT 60A N
- VISIBLE, LOCKABLE,
LABELED AND NON -FUSIBLE
� (N) 200A RATED,
L1 L9 BI-DIRECTIONAL UTILITY METER
�- '� ( 1-PHASE, 3-W, 120V/240V
(UNDER SHADED STRUCTURE)
JUNCTION BOX F�:ff
N i N
600 V, NEMA 3 I o G (N} MAIN BREAKER 70
11 MICROINVERTERS IN BRANCH CIRCUIT 2 UL LISTED — — - LINE } HOUSE 2aa V, zooAl2P
( ( (TOP FED)
20A/2P _ x
Ll 0 w d 6 (N) MAIN SERVICE PANEL
o 225A RATED, 240V
(INSIDE HOUSE)
I r IPER MANUFACTURER � � �
{SPECIFICATIONS,o LOAD/LINE SIDE
tt I
I ti 20Al2P I EITHER 10A OR 15A PV 50A/2P INTERCONNECTION
BREAKER IS SUITABLE I I AT MAIN PANEL
1 ` FOR USE LOAD PER ART. 705.12(B)
----
BACKFEED
N
11 MICROINVERTERS IN BRANCH CIRCUIT 3 I u 20A/2P I
€
I
��- G I � _ _ _ L2 r
N € GEC
- GT G EXISTING GROUNDING
ELECTRODE SYSTEM
V V V TO EARTH
REF. NEC 250.52,
— --- — ---- 250.53(A)
ENPHASE I07PLUS-72-2-US
MICROINVERTERS ONE UNDER
EACH PANEL(240V)
FURTHEST END OF
SOLAR 1 AT THE
B ' FROM
THE MAIN BREAKER
;tR OR FEEDER UNI
9152011490
ICI I Is]! p rA 9we—ITS]1*1a�%7
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PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
DRAWN DATE 10/18/2021
DRAWN BY VS
SHEET NUMBER
AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP
-100
AMBIENT TEMP (HIGH TEMP 2%)
340
CONDUIT HEIGHT
0.5"
CONDUCTOR TEMPERATURE RATE
900
BEFORE # PANEL
AMBIENT TEMPERATURE
## ##
TEMPERATURE #
GROUPING: , ,
Xflilll )ilia 01# `
PERCENT OF
VALUES
NUMBER OF CURRENT
CARRYING CONDUCTORS
.30
4-6
.70
7-9
.50
10-20
_ /) X 1.25 / A.T.F. ... NEC 690.8(B)
_ [(Il X 1.21) x 1.25] / [0.96 X
SELECTED UCT - #12 -2 ... NEC 310.15(B)(16)
() AFTER IQ COMBINER PANEL
TEMPERATUREAT ACT 0.96
1
1',
CONDUCTORSELECTED 1 B; #
= TOTAL INVERTER #
.t
SELECTED # #
i
wommeaum
CONTRACTOR
9152011490
PROJECT NAME &ADDRESS
MICHAEL
39209
FL .;
• • COUNTY
SYSTEM SIZE
I
! 1, w
AC SIZE: 9.570 KW AC
ENGINEER:
PRINCIPAL
Engineering
4
OIL J. HOU
�..
No. 64501
D r
PRINCIPAL ENGINEERING, INC.
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDAs 30649
SHEET
r
ELECTRICAL1
1 Y
NS
• 1.. IAA ��
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SHEET sNUMBER
amp
UT
(UNDER SHADED;
-, �2W.
SUNPR
0 0 0 1 WA VA 0 1 Mel 12 UZI 0
SIMPROMMIllimi #1
PROJECT NAME & ADDRESS
39209 7TH
FL 33542
c- rK v 1"a , �l �
ENGINEER:
HO(j'
0
No. 64501
F
PRINCIPAL ENGINEERING, INC.
1011 N. CAUSEWAY BLVD. STE 19
MANDEVILLE, LA 70471
985.624.5001
INFO@PI-AEC.COM
FLORIDA FIRM NO. 30649
PLACARD
PV ARRAY DRAWN DATE 10/18/2021
DRAWN BY vs
SHEET NUMBER
E-603
Residential Standard Calculation
Version 2011 L
STEP 1 Article 220.42 & 220.52
sq. ft -
2500 General Lighting load 7,500 VA
4 Small Appliance 6,000 VA
1 Laundry circuit 1,500 VA
Gen.Lgt, Sm App.& Laun. Load 15,000 VA
STEP 2 Article 220.50 & 220.51 2
A/C Condenser & Fixed Electric Space Heating
5 ton ®, 7,130 VA AHU 1 9.6kW
kC #2 v
VA AHU 2 Select
A/C #3 ®'
VA AHU 3 Select
A/C #4 ®.
VA AHU 4 Select
A/C #5 V
VA AHU 5 select •
STEP 3 Article 220.53
4,500 VA I - 1
Water Heater
1,400 VA V
Refrigerator
600 VA V
Freezer
1,030 VA
Dishwasher
690 VA
Disposal
400 VA
R / Hood
1,630 VA
Microwave
El 4,000 VA
Microwave
170 VA
Mini Refrig
E] 400 VA
Wine Cir
❑ 5,000 VA •
Insta Hot
1,500 VA
Ironing Center
❑ jselect
® Jacuzzi Tub
El select
Sprinkler Pump
El select
Well Pump
select
Fountain Pump
select
Elevator
Pool Equip. Panel
❑
GATES
❑
Other load
3,000 VA @ I 00%=
12,000 VA @ 35% =
VA @ 25% =
CITY
10,800 VA
I
VA
QtY
VA
QtY
VA
QtY
VA
QtY
25-09-1997 Job Name
Marc Jones Construction, LLC Sunpro Solar
0
0
0
18-10-202111:18
3,000 VA
4,200 VA
VA
General Lighting Demand Load
Total 1
Heating Load 1 10,800 VAI
CU Load L:$,330 VA
I W
4,500 VA
VA
Dryer Demand Load
VA
VA
Range Demand Load
VA
VA
Service Demand
VA
VA
Demand Load
VA
VA
Neutral Demand
VA
VA
Min.Service Req,
VA
VA
Min. Feeder size
VA
Min. Neutral size
VA
Eq. Grding Cond.
VA
❑
VA 100% Demand
VA No Demand
VA No Demand
Total Appliance Load 4,500 VA
4 or more demand @ 75% plus 100% demand loads
STEP 4 Article 220.54
Electric Clothes Dryers 5,000 VA
STEP 5 Article 220.55
Electric Ranges 10,000 W Col C demand 8000
or Number of appliances
Cooktop Col B demand
El Check Box for Gas Range Cooktop Col B demand
Oven(s) Col B demand
Oven(s) Col B demand
Number of appliances 0 Dem. Factor 0%
Cooktop & Oven Demand Load W
4,500 VA
5,000 VA
8,000 VA
35,500 VA
148 A
68 A
150 A
1
4
6
Copper
VA
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>><<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<
Pool Panel Feeder Calculation (See Note)
Continuous Motors 0
Non -continuous 0
Spa heater I I kVA
Pool heater 3.5 ton
Pool heater 5 ton
Pool Light select 0
Blower select o El 240v
other load 0 El 240v
other load 0 Ej 240v
El Min.Copper Pool Feeder AWG
Minimum Panel Rating A
N
0
0
0
0
0
0
A ,
Neut. load
Continuous Non -continuous
Motors Motors
select 240v select V ❑ 240v
select E] 240v select 'W: ❑ 240v
select F-I 240v select 'W F-I 240v
select v E] 240v select 240v
select v E] 240v select E] 240v
Motor Neutral Load
Max.Unbalanced Neutral Load
A
B
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
At
A
Phase
Amperes
DRAWN DATE 18/2021
DRAWN BY VS
SHEET NUMBER
E-604
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,
MICHAEL CACIOPP4
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STEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 : AC I
DRAWN DATE 10/18/2021
DRAWN BY vs
SHEET NUMBER
Enphase
17 and "
� �r inve,
To learn m ore abotit. Enphaseoffennq& vish eenotassexom
The high-powered smart grid -ready
a5, e 0>to_._-arilF_10, I.._,._.
ramatioally simpfilry tie installation process while
achieving the highest srstern efficiency.
Part of the Enphase 10 System, the IQ 7 are
IQ , + ioroinverzers integrate with � 1-he Enphase
IQ Envoy-, Enphase IQ Battery-, and the Enphase
Enlighten monitoring and analysis software.
IQ Series Micminarerters extend the reiiabil€ty
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.
^g € '.t4fi.}F"iy :x and, s".eaxy.k
Productive And Reliable
ma`s-sirs a- fv: }': a�w a_tE „u_'"% .,.'-Gr%, .e t%y::
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MANDEVILLE, LA 70471
PHONE: • rr
.troraAw"vaWWWRAMOM
MICHAEL s-•
STSTEIR SIZE
DC SIZE: 12.375 KW DC (STC)
AC SIZE: #
DRAWN DATE 0/18/2021
DRAWN BY VS
SHEET NUMBER
Enphase IQ Combiner 3
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2171 MCH RD
MANDEVILLE, LA 70471
PHONE: 9152011490
PROJECT NAME & ADDRESS
MICHAEL CACIOPPO
39209 7TH
AVE,ZEPHYRHILLS,
FL 3354I II
COUNTY:-PASCO COUNT
SYSTEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC.. ---
DRAWN [DATE 1W182021
DRAWN BY VS
SHEET NUMBER
FT-003
PRO SERIES MID CLAMP
ixe
PRO SERIES END CLAMP
L=!,
PART # TABLE
P/N
DESCRIPTION
302035M
ENDCLAMP PRO
302030M
MIDCLAMP PRO - MILL
302030D
MIDCLAMP PRO - DRK
PART # TABLE
P/N
DESCRIPTION
3
'202027C
SM BND MIDCLAMP BC SS
302027D
SM BND MolDCLAMP BC DRK SS
'102029 8C
SM BND MIDCLAMP EF SS
302028D
SM BND MIDCLAMP EF DRK SS
302029C
SM BND MIDCLAMP DK BE
302-029D
SM BND PRIDE DK IRK SS
FM SONDIN C END CLAMP
REFER TO SHEET SM-P05
0'/4"
17/ 11/2
E3 I -
DIARIES - REFER TO
S14EET SM-POS
BONDING Sty! MID CLAMP BONDING StA END CLAMP
DRAWING NOT TO SCALE
SHEET TITLE
ALil
L DIMENSIONS ARE so
DIMENSIONS ARE
ws"UNIRAC� I RESOURCE
PART & ASSEMBLY NOMIML PART& ASSEMBLY NOMINAL
1411 BRWWAY BEM. NE 1411 BROADVdAY BLVD. DOCUMENT
H i! � : � - 0 , -
r.iDESCRIMON. rf Amps
RME 505242.64
WWWAMC.0014 10/26/2017
LEGAL NOTICE
-- -- A10
SHEET NUMBER
R-004
rono alill-ITT045ni
DETAIL A DETAIL B
TRIM END CLIP TRIM MID CLAMP TRIM CONNECTION
a a's .. UNIRAC
1411 BRWAY BLVD- NE
ALBUWQUE, NM 87102 USA
PrME 505.242.6411
WWW.UNIRACCOM
PART # TABLE
TRIM DRK
wSM
SM TRIM END CLIP
PRODUCT LINE:
SOLARMOLINT
DRAWING NOTNi,SCAJ F
PART & ASSEMBLY
ALL DIMENit' NS ARE
NOMINAL
[DRAWING TYPE:
PROTECTED
27/2017
SUNPR
PROJECT NAME & ADDRESS
MICHAEL CACIOPPO
39209 7TH
AVE,ZEPHYRH ILLS,
FL 33542
COUNTY:-PASCO COUNTY
S STEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC
ENGINEER:
SHEET TITLE
RESOURCE
DOCUMENT
DRAWN DATE
10/18/2021
DRAWN BY
vs
SHEET NUMBER
R-005
10911,111M 4 Ms:
BONDING SPLICE BAR
SUNPR
ffl 'M
PHONE.
.9152011490
0 0 0 0 PROJECT NAME & ADDRESS
MICHAEL CACIOPPO
39209 7TH
AVE,ZE P HYRH ILLS,
-4p 4f' FL 33542
TYPICAL SPLICE BAR DETAIL
PART # TABLE
P/N
DESCRI17ION
33194M
BND &PLICE BAR PRO SERIES MILL
303019D
BND SRICE W PRO SERIES DRK
5116-- 18 T�?E F THREAD
CLrMNG SCREWS INCLUDED
WITP T14A-rfWffV'Y Cf-DPLAIr- A09:
USED AT AN EXPANSION JOINT
THE SPLICE BAR EKES NOT BOND
ACROSS AN EXPANSON JOINT -
SEE INSTALLATION GUIDE FCR
INSTRUCTION,
PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE
I
At nT&ArfjCTnMr_ ADC
wil UNIRAC
DRAWING TYPE: PART & ASSEMBLY NOMINAL
141 t BRQADWAY D. NE BONDING SPLICE
MR)MW, *1871 DESCRIPTION: PRODUCT PROTECTED BY
C
BAR PRO SERIES p 'E
RfM 505242.641-11 LONE OR MORE US PATENTS
WWWUNMCCOt4 ]LREE]VLlSION DATE: 8/23/2018 1L Ll
LEGAL NOTICE A
am
TYPICAL SPLICE BAR DETAIL
PART # TABLE
P/N
DESCRIPTION
303018C
SND SPLICE BAR SERRATED CLR
303018D
BND SPLICE BAR SERRATED DRK
1411 BR{ WAY BLVD. NE
NROJERaINM 87102 USA
MONNE: 501242,6411
WWWANIRACCOM
SYSTEM SIZE
DC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC
-1 r nPTI I TMr-' CIZ Crl:�CIAPZ TMCf I tnl:rl
lun-rC -ruA-r f%rlTf v 'I CC=Alc Aor-
USED AT AN EXPANSION JOINT.
THE SPLICE BAR DOES NOT ONE
ACROSS AN EXPANSION JOINT.
SEE INSTALLATION GUIDE FOR
INSTRUCON.
DRAWING NOT II TO SCALE SHEET TITLE
ALL DIMENSIONS ARE
RESOURCE
DRAWING TYPE. PART& ASSEMBLY NOMINAL
DOCUMENT
DING SrUCE
TE 10/18/2021
9/27/2017 LEGAL NOTICE DRAWN B
1/4'-20 X '/4- SS HEX HEAD BOLT—,_
I —T v -
ru'-1 Vw,'�mrm�-
V4--20 SS FLANGE NUT
m
OFL
SMHD BOTTOM CLIPS V11HOW CLR
PRODUCT LINE: SOLARMOUNT HD DRAWING NOT TO SCllll II ALE
I i ALL DIMENSIONS ARE
U N I '
DRAWING TYPE: PART & ASSEMBLY NOMINAL
1411 OMADVMY BLVD. NE
BOTTOM CLIPjI
RiI.
ONE: 505II i.242.64,11
WWWANE LEGAL NOTICE
A
im
1/4- SOLT LOCATION
m
%' BOLT LOCATION
PART # TABLE
DESCRIPTION
LENGTH
MILL
SM RAIL 132'11
132-
SM RAIL 132- CLR
* "UNIRAC
a
as
1411 BROALWAY BUIJD, WE
X&QtEV,F NM 97102 LE&
FrOW: 505142.6411
WwwlwAc(Tjm
0
PRODUCT LINE; I SOLARMOUNT
DRAWING TYPE- PART DETAIL
DESCRIPTION- STANDARD RAIL
mimmmmumm
---------f
ENGINEER:
DRAWING NOT TO SCALE SHEET TITLE
ALL DIMENSIONS ARE
RESOURCE
NOMINAL DOCUMENT
PRODUCT PROTECFED BY
ONE OR MORE US PATENTS DRAWN DATE 10/18/2021
LEGAL NOTICE SHEET DRAWN BY vs
SHEET NUMBER
R-007
s "UNIRAC
o
an
1411 BROX)VOAY L. NE
NRXMRQtJt NM f
RiONE: 505.242.6411
WWW.0WACCO14
an
B CLAMP
30mm to 32mm Module Thickness
(I.IV' to 1.26-)
211"mm
50mm to 51mm Module Thickness
(L97' to 2.00-)
ENDCLAMP 9 CLR At
ENDCLAMP B DRK AL
ENDCLAMP C CLR TL
SM ENDCLAMP C DRK AL
SM FNDCLAMP D DRK AL
SM ENDCLAMP E CLR AL
ENDCLAMP E DRK AL
FSm
sm---
SM ENDCLAMP F DRK AL
C CLAMP
33mm to 36mm Module Thickness
(130- to 1.42')
19/32"
D CLAf,4P
38mm to 40mm Module Thickness
(1.50- to 1.S7-)
F CLqAp K CLAMP
45mm to 47mm Module Thickness 39mm to 41mm Module Thickness
(1.77- to 1.85') (I-w to 1.81-)
V2
3/ 1 1,
v+"O
TYPICAL END CLAMP DETAILS
an
DRAWN DATE F1 0/18/2021
DRAWN BY VS
SHEET NUMBER
R-008
%n-16
PART # TABLE
P/N
DESCRIPTION
l T-"O L' CLR
7— MINIMUM
MINIMUM 6 �HEIGHT
MINIMUM 2 7/1,,sa HEIGHT
HEIGHT
MAXWUM
MAXIMUM HEIGHT
HEIGHT
SOLARMOUNT STANDARD SOLARMOUNT H
ON L- T CAN L-F00T
NOTES:
1. L-FOOT CAN BE INSTALLED IN TWO ORIENTATIONS, PLEASE REFER T, 0 INSTRUCT -IONS ITS THE QUICK START GUIDE.
%"-I6
E NUT
��"-I Y4`�T T--
L-FWT
MP04UM 3f mmmum HEIGHT
pl
9 %s"
X 4
MAXIMUM';, -liT
HEIGhiT
SOLARMOUNT LIGHT SOLARMOUNT STANDARD SOLARMOUNT HD
ON L T ON L-FOOT ON L-FOOT
I I I II„II I III glp Illllll ��� �! I 1 � 11 I I IIIII IIII I,�i Ali �lpul �I II I Sul il� g� u
. BFUNIRACU 1 I ��Il.1 ��1�!111 "!�1+IIII I�!�� ill
r � 1ALLDIMENSIONS AREyam. was o �� :�I�$1 DIMENSIONS ARE RESOURCE
a,
PART & ASSEMBLY NOMINAL PART& ASSEMBLY NOM, INAL
1411
■i�� �I� IE. �i' Ili �� III � , B
A ' � i
I �DESCRIPTION: L-FOOT PRODUCT q A
t
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iu i it I�
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141OW11:11TA&
The E-CURB penetration pieces consist
of the following sizes and colors:
•
8" straight sections used to lengthen the E-CURB.
F 1 356WH (White)
-Contains 16 straights per carton only.
F1356GR (Gray)
-Contains 16 straights per carton only.
2" corner pieces used with straight sections
to make box shapes.
F1355WH (White)
-Contains 16 Corners per carton only.
F1355GR (Gray)
-Contains 16 Corners per carton only.
_ _PPMPPIMPP POEYMER INNOWFION
IN "M
I TTefe( 1"014](1 Consist =,#.
F1 331 (Gray only complete 1 -PartTM
-Contains 10 complete curbs per carton only.
F 1333 (Gray components only)
-Contains 24 curbs only per carton.
4" diameter round consisting of (2) 2" radius pcs.
F1354WH or F1354GR (complete 1-PartT. & M-10 kit)
-Contains 4 complete curbs per carton only.
F1 357WH or F1 357GR (components only)
-Contains 12 curbs only per carton.
6" diameter round consisting of (2) 3" radius pcs.
F1350WH or F1350GR (complete 1-PartT. &
-Contains 3 complete curbs per carton only.
F1352WH or F1352GR (components only)
-Contains 6 curbs only per carton.
9" diameter round consisting of (2) 4.5" radius pcs.
F1351WH of F1351GR (complete I-Partlm & M-1�'kit)
-Contains 3 complete curbs per carton only,
F1 353WH or F1 353GR (components only)
-Contains 5 curbs only per carton,
CONTACT INFORMATION Customer Service: 800.826.1681
www.ChemLink.com
Date: Mav 12, 2013 1 Title E-CURBS I Sheet 1 of 16 1 DRW #: CL-EC_0 i I or—, by Christian
Nuumm=
rZfffill A104:11MOIA111i 171=�/,
Note: These figures represent volume of
sealant needed for various sizes of curb
combinations without displacement for
penetrations. (To estimate exact volume
needes xure volume of Aenetrations
and subtract from volume of curbs.)
To figure volume of a square curb:
Multiply length x width x depth,
231 (in 3 in a gat.) to get the number of
gallons needed to fill the curb.
Note:
ne 3
2 gal. pouch = 115.5 in
*ne 28 oz cartridge = 50 in 3
*ne 10.1 oz cartridge = 4.18 in3
Always figure 2" depth of E-Curbs.
Less invalidates warranty.
A comer curb adds two inches to a
straight curb on each end.
•
11
CIH__'�EM UNK
MEMENOMMENUM POLYMER INNOVATION
— orm an oval 17"deep.
Multiply x 2" 306 in 3
Divide 306 in 3 by 231 1 .32 gal
0 6"
To figure volume of a round curb:
multiply (radius squared x 3.14 x depth)
x (quantity of curbs needed) then divide
by 231 (in 3 /gal) to get the number of
gallons needed to fill the curb.
3" round Curb
Form a diameter 3" x 2" deep.
Multiply 1.5" squared x 3.14 x 2" = 14.13 in 3
Divide 14. 13 in 3 by 231 = 0.06 gal
4" round Curb
Form a diameter 4" x 2" deep.
Multiply 2" squared x 3.14
de 25.12 in 3 by231 =0.11 gal
6" round Curb
Form a diameter 6" x 2" deep.
Multiply 3" squared x 3,14 x 2" = 57.52 in 3
Divide 57.52 in 3 by 231 = 0.25 gal
9" round Curb
Form a diameter 9" x 2" deep.
Multiply 4.5" squared x 3.14 x 2" = 127,17 in 3
Divide 127,17 in3 by 231 = 0.55 gal
CONTACT INFORMATION: Customer Service: 800.826.1681
www.ChemLink.com
Date MaV 12. 2013 1 Tltl.: E-CURBS Sheet: 2 of 16 DRW #: CL-EC-0 1 D by Christian
SUNPR
39209 7TH
AVE2
A
= AlW1 &�1VAQVI_ 1 '14110j�t 9]jjt*jrf#]j11'LV ,klff t
SHEET TITLE
RESOURCE
DOCUMENT
DRAWN DATE 10/18/2021
SHEET NUMBER
R-010
14911110-301 M*z
APPly 4" diameter beads of M-1 (3as shown, to
the bottorn of each E-CURB section.
DO NOT TOOL THE M-l'BEADS SMOOTH!
Apply diameter beads of M-1,E- as shown, to
the bottom of each E-CURB section,
DO NOT TOOL THE M-f" BEADS SMOOTH!
Apply -1" diameter beads of M-V��"as shown, to
4
the bottom of each E-CURB section.
DO NOT TOOL THE M-1`'BEADS SMOOTH!
C'NEM LINK
SENNEEMOMEMEM POLYMER INNOVATION
CONTACT INFORMATION Customer Service: 800.826.1681
www.ChemLink.com
Data: MaV 12,2013 1 T11, E-CURBS I meet'3 of 16 1 "': CL-EC-01 I D— by: Christian
SOLAR PANEL MOUNT
ClIk-EMLINK
R�- POLYMER INNOVATION
SUNPR
PROJECT NAME & ADDRESS
39209 7T8
A-V-F—,7FP-W-Y-9-WJJ-LR,
FL 33542
a7KVf5T,j3aj9�
VC SIZE: 12.375 KW DC-(STC)
AC SIZE: 9.570 KW AC
SHEET TITLE
RESOURCE
DOCUMENT
DRAWN DATE 10/18/2021
DRAWN BY Vs
SHEET NUMBER
R-01 1