HomeMy WebLinkAbout23-7365Zephyr ' hills
k,"' 11 011
Issue Date: 12/05/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from • governmental
entities such as water management, state agencies or federal agencies.
1'1!11!!111111!11111 Ill 11!1!111! 1 = MM3��
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.
PE T OFF
I f, Fic V
L , A
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department r"y co'd
R e�
�Phone Contact for P�j,
Data Received for Permitting
Owner's Name DaVid ynold Owner Phone Number �813 810-1986
Owner's Address 6041 1 8th Street Zephyrhills, Florida 33542 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6041 18t h Street Zephyrhills, Florida 33542 LOT # LOT 42
SUBDIVISION PARK HILL SU:B =UNT 1 PARCEL to#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR �1 ADD/ALT SIGN DEMOLISH INSTALL REPAIR
PROPOSED USE SFR a COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK PV SOLAR PANELS INSTALLATION ROOF MOUNTED
BUILDING SIZE SQ FOOTAGE 5Q6I HEIGHT [:=
CIVX-XVC X-C k It X SIC IL -VIE k kXCkVk_'EC CIE K-CIE CIE CA" V1 xx CIE 9EXIIIE-C VEX CX EC-XIE ILIE k CC 9L_X_C E 1EC`C_X V1
=BUILDING 1'30,438. 1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL E== AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING 1$
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
= GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY ICody
E�jllis Oram Lumio Hx. IN
SIGNATURE REGISTERED T12EFEE CURREN
Address Licerse#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED YIN FEE CURREN
Address License #
PLUMBER COMPANY [_
SIGNATURE E:=:= REGISTERED YIN FEE CURREN Y (N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED L_Y_LN _J FEE CURREN L_yj N__J
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, 5tormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; 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 & 1 clumpster. 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. (AIC 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-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 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner'. I certify that 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'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, Welland Areas and Environmentally Sensitive
Lands, WaterNVastewater 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 extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.IS.03) �W
OWNER OR AGENT �&Ihftft (d&,JJfA CONTRACTOR
sworn to (or affirmed) before me IN Subscribed and swom toe, affirm d) before me this
_b m2al
David Reynolds 10/26lby ( I 6ram
Whg�isjar IC 11 k Who is/are personally known to me or has/have produced
VgReLrsor?y5I known to me or has/have produced
E as identification. as identification.
(ZZI— �,,/e_k Notary Public
Commission No. 132670064
Notary Public, State of Tex
John Louis Williams JR county of Harris
Ra—me of Notary typed, printed or stamped
Notarized online using audio -video communication
Jahn Louis Williams JR
r
10 NUMBER
0 COMMISSION EXPIRES
I'lit iii, Sim mbe, 10, 2024
Notary Public
Commission No. HH359197
Roseann Gonzalez
Name of Notary typed, printed or stamped
............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
INSTR# 20231 S3JSFJ OR BK 1 0902 PG 1022 Page 1 of 1
10/16/2023 11:52 AM Rcpt: 2634542 Rec: 10,00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowies, Esq., Pasco County Clerk & Comptroller
THIS INSTRUMENT PREPARED BY: ROSeann Gonzalez
Name; LumiO lX INC.
Address:Q Challeng8r Pkwy Unii
Orlando FI32826
i i •
Pamilt Number
Parcel ID Ntimbo,:_22-26-21-0180-00-000-0420
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in Ws Notice of Commencement.
1. DESCRIPTION OF PROPERTY: (Legal description of the properr� and street address if available)
PARK HILL SUB UNIT 1 PB 14 PG 70 LUT 42 6041 18TH ST
ZEPHYRHILLS FL 33542-2701
4 GENERAL DESCRIPTION OF IMPROVEMENT:
PV SOLAR PANELS INSTALLATION
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address' REYNOLDS DAVID A & KRISTIE N 6041 18TH ST
Interest In property: 0 VINER ZEPHYRHILLS, FL33542-2701
Fee Simple Title Holder (if other than owner listed above)
4. CONTRACTOR: Name: Lumlo HX, INC.
Address: 12600 Challenger Pkwy, Suite 200, Orlando, FL 32826
8. SURETY (tf applicable, a copy of the payment bond is attached):
Address:
6. LENDER: Name;._ _
Address:
Phone Number.. 407-9a8-0273
Phone Number:
Amount of Bond:
7. Persons within the State of Florida Designated by Owner upon whom notce or other documents maybe served as provided by Section
713.130)(a)7., Florida Statutes.
Phone Number:
8. In addition, Owner designates____ of
to receive a copy of the Llenm S Notice as provided in Section 713.13(1)(b), Florda Statutes. Phone number
9. Expiration Date of Notice of Commencement (The expiration Is 1 year from 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 OBl'A1N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT,
David Reynolds
iSirmaloreafermx or leomos,� arLesxee's (PrhH Nmm and ProWde Sigrralory's TIUa/Of6cb}
ALNtwf z®d Ll�cei/preGha'IFartrierkdenagar}
State of Texas county of Harris
The foregoing Instrument was acknowiodged before me by means of I ) physical presence or W ovine notarization, this 16th day of
October 20 3 b3 by David Reynolds (name of person acknowledging), who is I ) porsonally known to me; ortof
has produced DRIVER LICENSE as Identification.
Iifliuk�yy (ff_ / �,
,tea asw ?i spa John Louis Williams aR 'X Signaturo of Notary Public
�' ` IDNUMaER Notarized online using audio -video communication
P,\ +aicr�cea
CAM ISSION EXPIRES
41igA September 10, 2024
7006 Stapoint Ct.
Suite B
-AtRR-- ; Qwz" 27
Elle]FAWOIIIMA
M
Address: 6041 18th Street
Zephvrhills, Florida 3R542
Permit Number: ELCMISC-0073652023
00- U_ 0. =__ - -
=1111MEZIra"s
Sworn (or affirmed) and subscribed before me this
by CODY ORAM , who is Personally Known.
Lumio Solar
Orlando, FL 3 6
76 NQrth&e8dowbrook Drive
Alpine, UT 84004
office (20Y)874-3483
svilysslir,,g@,vi,lysslir7gconsulting, corn
Re-. Engineering Services
Reynolds Residence
60401 IV Street, Zephyrhills FL
10,800 kW System
We have received information regarding solar panel installation on the roof ofthe above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
to support the additional loads imposed bythe proposed solar system.
1 . Site visit documentation identifying attic information including size and spacing of framin#,
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
Roof Framing: Prefabricated wood trusses at 24^ on center. All huna members are
constructed of2x4dimensional lumber.
Roof Material: Composite Asphalt Shingles
Roof 14deQpeeo
Attic Access: Accessible
Foundation: Permanent
Dead Load
° Live Load =2Upof(redudble)—Opafsdlocations ofsolar panels
° Ground Snow Load =Opsf
w Wind Load based onASCE7-10
o Ultimate Wind Speed = 140 mph (based on Risk Category ||)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
Page 2Of2
D. Solar Panel Anchorage
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me,
m
NUMBER OFMODULES =27MODULES
MODULE TYPE =MANVVUAOCELLS O.PEAKDUO BLKML-G1O+/t
(40OW) MODULES
MODULE WEIGHT =4O.5LBS/220KG.
MODULE DIMENSIONS =T4�O''X411''=2112SF
UNIT WEIGHT OFARRAY =23OP8F
3/4" OR GREATER LTNM CONDUIT
RUN (7/8" ABOVE ROOF SURFACE)
NOTE: THE AC DISCONNECT IS LOCATED
WITHIN 1OFT OF UTILITY METER
DESIGN CRITERIA:
ROQFTYPE� ASPHALT SHINGLES
NUMBER OFLAYERS: 01
ROOF FRAME: 2'�X4^TRUSSES @24^O.C.
STORY: ONE STORY
SNOW LOAD: 0P8F
WIND SPEED:- 140MPM
WIND EXPOSURE:- C
RISK CATEG0RY:-U \ �
ARRAY AREA & ROOF AREA CALC'S,
AREA OF NEW ARRAY
AREA OF ROOF(PLAN
TOTAL ROOF AREA
(Sq. Ft.)
VIEW)
COVERED BY ARRAY %
NOTE: ACTUAL ROOF CONDITIONS AND
TRUSSES LOCATIONS MAY VARY. INSTALL ROo wn
PER MANUFACTURER(S) INSTALLATION
GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
° PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL �
NOT BECOVERED, MOVED, RE-ROUTED ORRE-LOCATED.
RONOF PLAN WITH Mu"DULES
u
�,
"L:
36" FIRE PATHWAY
7'-1^ --��-6-8^ —,
ARRAY
AREA & ROOF AREA CALC'S
ROOF
#OF
ARRAY
ROOF
AREA
ROOF
MODULES
AREA
AREA
COVERED BY
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ROOF DESCRIPTION
ROOF TYPE
ASPHALT SHINGLES
ROOF
ROOF
ROOF
AZIMUTH
TRUSSES
TRUSSES
TILT
SIZE
SPACING
BILL OF MATERIALS
EQUIPMENT
QTY
DESCRIPTION
RAIL SPLICE
06
NXT UMOUNT RAIL SPLICE
UNIVERSAL CLAMP
66
NXT UMOUNT COMBO CLAMP DIRK
ROOF
ATTACHMENTS
60
UNIRAC STRONGHOLD BUTYL
71
Florida License # RY34912
Date BignedO1/19/2024
LEGEND
UTILITY METER
[MSP
MAIN SERVICE PANEL
"FAc-D]
AC DISCONNECT
`CB
X2-IQ-AM1-240-4 (IEEE 1547:2018)
F7B�
JUNCTION BOX
ROOF ATTACHMENT UNIRAC STRONGHOLD
VENT, ATTIC FAN
(ROOF OBSTRUCTION)
-7
CHIMNEY
TRUSSES
FIRE PATHWAY
VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 10/18/2023 UR
PROJECT NAME
SHEET NAME
ROOF PLAN WITH
MODULES
SHEET SIZE
ANSI B
SHEET NUMBER
NUMBER OF MODULES = 27 MODULES
MODULE TYPE = HANWHA Q CELLS Q.PEAK DUO BLK ML-G10+/t (400W)
MODULES
MODULE WEIGHT = 48.5 LBS / 22.0 KG.
MODULE DIMENSIONS = 74.0" X 41.1" = 21.12 SF
UNIT WEIGHT OF ARRAY = 2,30 PSF
ROOF LAYOUT NOTE
ROOFSOLAR YLAYOUT IS
CONCEPTUAL, PROVIDED, CONFORMS
REQUIREMENTSWITH THE
CONTRACTOR MAY
ADJUST PANEL LOCATION.
ZONE 3. SEE 2020 FLORIDA RESIDENTIAL CODE
EDITION) FOR MORE DETAILS
# # . !.
# # #
'• O
AND ASTM 6511. AND IS THE RESPONSIBILITYOF
THE CONTRACTOR O PILOT DRILL
HOLES,
ALL 7 4iffi COMPONENTS
ANODIZED6105-T5 UNLESS
NOTED.OTHERWISE
OTHERWISEALL LAG SCREW SHALL BE ASTM A276 STAINLESS
STEEL UNLESS
SOLARALL RAILING
k AND MODULES SHALL BE
INSTALLED PER Y ♦INSTRUCTIONS.
OR LOCAL• •
NOTE TO INSTALLER:
NOTE FIELD ADJUSTMENTS
THE LAYOUT OF
MOVED,RE—ROUTED O
RE -LOCATED.
"0
ZONE 2e IS A
A
ATTACHMENT SPACING
ROOF ZONE
SPACING I
WIDE
UPLIFT
ZONE 1, 2e
4'-0"
4 FT
-32.0620
ZONE 2n. 2r, 3e
4'-0"
4 FT
-41.6560
ZONE 3r
4'-0°
4 FT
-49.5280
A r- of l Dent -^ Air A -I
ALONG THE RAKE
NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
•
LEGEND
ATTACHMENTS SPACED
AT 48" O. C.
RAIL
TRUSSES
- WIND ZONE 2
- CORNER WIND ZONE 3
71,
VERSION [
I DESCRIPTION DATE I REV
I INITIAL RELEASE 1 10/1812023 1 UygR I
LAYOUT 01/16/2024 A
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SHEET SIZE
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2 . linear interpolation between contours
17,0 ^,
is persitted.
3. Sslands and coastal a, eas outside the
last coatanr shall use the last xind speed
ontour of th t l ea.
4. ao..tai,oas terrain, gorses. 0
V
Promontories, and special wind regionsn
shall be examined for unusual wind cii-
tions.
5. wind speeds correspond to approximately
a 7% probability of exceedance in so years
(A mal Excesdance Probability = 6.0 143,
Pohl - 700 years).
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Figure 16u'9E=_ WInd-Barre Debris Reg4.ar,, Category iI aid III
buildings and StruCtures exw+t Fealzh cars facilities
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INSTALLATIONNOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY
Y. INSTALL PER MANUFACTURER(S)
GUIDELINES•AND PA O.
ATTACHMENTS
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Wyssling Consulting, PLL
75 k Mead reek Drive Alpine UT 84004
Florida License # RY3 912
Date Signed 01/19/2024
(N) NXT UMOUNT COMBO CLAMP
(N) PV MODULES
(N) NXT UMOUNT RAIL
(N) NXT UMOUNT RAIL CLAMP ASSY
(N) STRONGHOLD BUTYL ATTACHMENTS, DIRK
(N) DTD BUTYL ATT ASSY (1/8" BUTYL)
(E) ASPHALT SHINGLES ROOF
4
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VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 10/18/2023 UD�R
-LAYOUT 01/1612024 JAi
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11 1"
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FHOTOVOLTAIC
MOUNTED27 MODULES -ROOF 10.800 kWDC, 7.830 kWAC
60401 18TH"' 33542, USA
SYSTEM SUMMARY:
(N) 27 - HANWHA Q CELLS Q.PEAK DUO BLK ML-G10+/ t (400W) MODULES
(N) 27 - ENPHASE ENERGY IQ8PLUS-72-2-US MICRO -INVERTERS [240VI
(N) JUNCTION BOX
(E) 150A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER
(N) ENPHASE IQ COMBINER 4 [240VI
X2-IQ-AM1-240-4 (IEEE 1547:2018)
(N) 60A FUSED AC DISCONNECT [240VI
• T • 1itCODES:
2020 7TH EDITION FLORIDA BUILDING CODE:
BUILDING
2020 7TH EDITION FLORIDA BUILDING CODE
- RESIDENTIAL
2020 7TH EDITION FLORIDA BUILDING CODE:
MECHANICAL
2020 7TH EDITION FLORIDA BUILDING CODE:
PLUMBING
2020 7TH EDITION FLORIDA BUILDING CODE:
FUEL GAS
2020 7TH EDITION FLORIDA BUILDING CODE:
ENERGY CONSERVATION
', IN 0 l).
PV-0
COVER SHEET
PV-1
SITE PLAN WITH ROOF PLAN
PV-2
ROOF PLAN WITH MODULES
PV-2.1
ROOF ZONING AND
ATTACHMENT PLAN
PV-3
ATTACHMENT DETAILS
PV-4
ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-5
WARNING LABELS & PLACARD
PV-6
SAFETY PLAN
PV-7+
EQUIPMENT SPEC SHEETS
GENERAL NOTES:
1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE (7TH EDITION)
& ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES.
2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE
DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION)
REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON
SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF
RAFTERS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP
AND GABLE RESIDENTIA ROOFS, CONSIDERING FROM A 7° TO A
MAXIMUM 23° (5/12 TO A MAXIMUM 7/ 12 PITCH) ROOF IN
SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF
HEIGHT DOES NOT EXCEED 30'-0".
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM
6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO
PILOT DRILL AND FILL ALL HOLES.
5. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH
NEOPRENE WASHERS, PADS, ETC OR SIM1Ls'-:R.
6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM
6105-T5 UNLESS OTHERWISE NOTED.
7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL
UNLESS OTHERWISE NOTED.
8. ALL SOLAR RAILING AND MODULES SHALL. BE INSTALLED PER
MANUFACTURER INSTRUCTIONS.
9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE
(7TH EDITION) OR LOCAL GOVERNING CODE
10. THE EQUIPMENT AND ALL ASSOCIATED WIRING AND
INTERCONNECTION SHALL BE INSTALLED ONLY BY QUALIFIED
PEOPLE. A QUALIFIED PERSON IS ONE WHO HAS SKILLS AND
KNOWLEDGE RELATED TO THE CONSTRUCTION AND
OPERATION OF THE ELECTRICAL EQUIPMENT AND
INSTALLATIONS AND HAS RECEIVED SAFETY TRAINING TO
RECOGNIZE AND AVOID THE HAZARDS INVOLVED. (NEC 690.4(C),
NEC 2017).
r
1) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND
LABELED FOR ITS APPLICATION.
ALL • # ORS SHALL BE COPPER,
RATED FOR •!I V AND 90
DEGREE C WET ENVIRONMENT.
CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS
NEARESTSHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS
POSSIBLE TO THE RIDGE, OR VALLEY,
EQUIPMENT4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING
ELECTRICAL •LL COMPLY WITH NEC 11 I •
DRAWINGS INDICATE ARRANGEMENT OF
CONTRACTOR a. ALL
SUPPORTS, • # ACCESSORIES
CODES# STANDARDS.
6.) WHERE SIZES OF • RACEWAYS,AND CONDUITS
ARE NOT # THE CONTRACTOR
ACCORDINGLY.
7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED
# READILY
INSTRUCTION.FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
1 AERIAL PHOTO
PV-0 SCALE: NTS
VICINITY A
PV-0 SCALE: NTS
VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 10/18/2023 UR ,�!�
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RUN (7/8" ABOVE ROOF SURFACE)
NOTE: THE AC DISCONNECT IS LOCATED
WITHIN 1 OFT OF UTILITY METER
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• GAS METER LOCATED IN PROXIMITY OF THE PV INSTALLATION, LOAD CENTER, AND/OR
DISCONNECTS. DISCONNECTS SHALL BE LOCATED IN COMPLIANCE WITH UTILITY AND THE AHJ
(AUTHORITY HAVING JURISDICTION). PV INSTALLATION SHALL COMPLY WITH ALL APPLICABLE
CODES.
• WIRE RATED AND AMPACITY CALCULATED @ 90°C FOR ROOFTOP INSTALLATION AND ATTIC RUN
TO INVERTER.
• PER NEC REQUIRMENTS GROUNDING CONDUCTORS SMALLER THAN 6AWG SHALL BE
PROTECTED IN A CONDUIT, RACEWAY, OR ARMORED PROTECTIVE SHEATHING (NEC 250.64).
• THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE
NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC 110.26.
• ANY CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT. (NEC
AMBIENT TEMPERATURE SPECIFICATIONS
RECORD
AMBIENT TEMP
CONDUCTOR
LOW TEMP
(HIGH TEMP 2%)
TEMPERATURE
RATE
-1.
33'
90,
300.E C1, 310.8 D). SERVICE INFO.
• ROOM FOR EQUIPMENT WITHIN 5 FEET FROM MSP. UTILITY PROVIDER: DUKE ENERGY CORPORATION
• ALL CONDUIT SHALL BE LTNM 3/4" IN DIAMETER UNLESS OTHERWISE STATED.
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09 MICRO -INVERTERS IN BRANCH #2
09 MICRO -INVERTERS IN BRANCH #3
F77-7-71,
(27) ENPHASE ENERGY IQ8PLUS-72-2-US
MICRO -INVERTERS (240V)
(LOCATED UNDER EACH PANEL)
TERMINATOR CAP ON LAST CABLE
CONNECTOR Q- CABLE (TYR)
SOLAR MODULE SPECIFICATIONS
TEMPERATURE
# OF
MANUFACTURER / MODEL #
VMP
IMP
VOC
ISC
COEFFICIENT
OF Voc
MODULES
HANWHA Q CELLS Q.PEAK DUO
38.09
10.50
45.55
11.07
BLK ML-G10+/t (400W)
(V)
(A)
(V)
(A)
-0.27%/K
27
MODULE DIMENSION
74.0" L x 41.1" W x 1.26" D
NOTE -EQUIPMENT RATED AT 75 DEGREES
MAIN SERVICE VOLTAGE: 240V
MAIN PANEL BRAND: CUTLER -HAMMER UTII-ITY METER NO: 4411580
MAIN SERVICE PANEL: (E) 150A
MAIN CIRCUIT BREAKER RATING: (E) 150A t777�
0 kWDC
MAIN SERVICE LOCATION: NORTH 0 kVVAC
SERVICE FEED SOURCE: UNDERGROUND
IN) JUNCTION BOX
(N) ENPHASE IQ
COMBINER BOX 4
X2-IQ-AM1-240-4
(IEEE1547:2018) [240V]
1 dA/15A
20A
20A
20A
IQ -GATEWAY
CONSUMPTION CTs
INVERTER SPECIFICATIONS
MANUFACTURER / MODEL #
QUANTITY
NOMINAL OUTPUT
NOMINAL OUTPUT
VOLTAGE
CURRENT
ENPHASE ENERGY
IQ8PLUS-72-2-US
27
240 VAC
1.21A
(N) 60A FUSED A(
DISCONNECT, WITH
FUSES,
240 VAC
50A FUSES
TAP CONDUCTORS SHALL BE NOTE: THE AC DISCONNECT IS LOCATED
10' OR LESS PER NEC 705.31 I WITHIN 1 OFT OF UTILITY METER
AC DISCONNECT SHALL BE LOCATED
WITHIN 10' OF UTILITY METER BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
120V/24OV,60Hz
_ ...... LINE SIDE
CONNECTION
_ I
(E) MAIN BREAKER
150A/2P,240V
150A- {
(E) MAIN
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150A RATED,
T j 120/240V
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Conduit
Wire ty
Wire
Gauge
Wire Type
Temp.
Rating
Wire
Ampacity (A)
Temp.
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Conduit
Fill Derate
Derated
Ampacity (A)
Inverter
Qty
NC (A)
NEC
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Current (A)
Ground
Size
Ground Wire
Type
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OPEN AIR
3
12 AWG
Q Cable
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30
0.76
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22.80
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1.25
13.61
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BARE CU
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3/4" LTNM
6
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THWN-2
90°C
40
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0.80
24.32
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1.25
13.61
10 AWG
THWN-2
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3
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THWN-2
90°C
75
0.96
1.0
72.Qa
27
1.21
1.25
40.84
06 AWG
THWN-2
jar
VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 10/1812023 U//R
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DIAGRAM &
CALCULATION
SHEET SIZE
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11"
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ELECTRIC SHOCK HAZARD
TERMINALS ON THE LINE AND LOAD
SIDES MAY BE ENERGIZED IN THE
OPEN POSITION
2 q 2 mol Al Jej L--magmt
MAIN SERVICE PANEL & NET METER
(PER CODE: NEC 705,12(D)(3), NEC
705.12(B)(3-4) & NEC 690.59)
AC DISCONNECT
NEC 690.13(B)
LABEL LOCATION:
RAPID SHUTDOWN
LABEL LOCATION:
CONDUIT, COMBINER BOX
(PER CODE: NEC 690.31 (G)(3)
MAIN SERVICE DISCONNECT/ UTILITY METER
(PER CODE: NEC 690.13(B))
TURN RAPID
SHUTDOWN SWITCH
T CFTn-�-'0Tff-r ?v* S171-04
TO SHUTDOWN PV
SYSTEM AND REDUCE
SHOCK HAZARD IN
ARRAY
LABEL LOCATION
AC DISCONNECT, DO DISCONNECT, POINT OF
INTERCONNECTION
(PER CODE: 605.11.3.1(1) & 690.56(C)(1)(a))
CAUTION I --
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
(N) PV MODULES
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SERVICE PANEL (N) ENPHASE IQ COMBINER BOX 4
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VERSION
DESCRIPTION DATE REV
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SHEET NAME
WARNING
LABELS
&
PLACARD
SHEET
SIZE
ANSI
B
11 "
X 17"
SHEET NUMBER
PV-5
Lumio Solar
Orlando, FL 3Z826
Re-, Engineering Services
Reynolds Residence
10,800 kW System
its
76 North Meadowbrook Drive
Alpine, UT84004
office (20Y)874'34B3
om4/oling@wysolinAoonuulting.onm
1. Site visit documentation identifying attic information including size and spacing of fram[R,#
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
Roof Framing: Prefabricated wood trusses at 24^on center. All truss members are
constructed cd2x4dimensional lumber.
Roof Material: Composite Asphalt Shingles
Roof 14degreeu
Attic Access: Accessible
Foundation: Permanent
Dead Load
* Live Load =2Opef(n*dwcitde)—Opsfstlocations ofsolar panels
~ Ground Snow Load =Opaf
• Wind Load based onASCE7-10
o Ultimate Wind Speed = 140 mph (based on Risk Category ||)
o Exposure Category B
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the FBC 2020 711, Edition, including provisions allowing existing structures to not require
strengthening if the new loads do not exceed existing design loads by 105% for gravity elements
and I 10% for seismic elements. This analysis indicates that the existing framing will support the
additional panel loading without damage, if installed correctly.
Shnuld you have any questions regarding the above orifyou require further information do not hesitate to
contact me.
M M 115 OF ANWITS w I RUCCUMMA
SLING
% MIN SU LTWG
NUMBER 0FMODULES =27MODULES
MODULE TYPE =HANVVMAQCELLS 0.PEAKDUO BLKML-G1O+/t
(40QVVMODULES
MODULE WEIGHT =48.5LBG/22.UKG.
MODULE DIMENSIONS = 74.07(411^=21128F
UNIT WEIGHT OFARRAY =2.30PSF
DESIGN3/4" OR GREATER LTNM CONDUIT
RUN (7/8"ABOVE ROOF SURFACE)
NOTE: THE AC DISCONNECT IS LOCATED
WITHIN 1 OFT OF UTILITY METER
ROOF TYPE -ASPHALT SHINGLES
NUMBER OFLAYER& 01
ROOF FRAME: 2"X4^TRUSSES Kg24^O,C�
STORY: ONE STORY
SNOW LOAD: OPSF
WIND 8PEED:'140MPH
WIND EXPO8URE:'B
n|SKCATEGORY:-U
COORDINATE:-28.245O0O. -82173902
ARRAY AREA & ROOF AREA CALC'S
AREA OF ROOF(PLAN
AREA OF NEW ARRAY VIE TOTAL ROOF AREA
(Sq. Ft.) COVERED BY ARRAY %
18" FIRE PATHWAY
18" FIRE PATHWAY
NOTE: ACTUAL ROOF CONDITIONS AND
TRUSSES LOCATIONS MAY VARY. INSTALL ROOF #3
PER MANUFACTURER(S) INSTALLATION
GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
ARRAY AREA & ROOF AREA CALC'S
ROOF
ROOF
AREA
AREA 1
I COVERED BY
ARRAY
_
_
_
36" FIRE PATHWAY'
—|��—��----
° PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL T-1^ 6-0"�
NOT 8ECOVERED, MOVED, RE-ROUTED 0RRE-LOCATED. 2-11^
ROOF PLAN WITH MODULES
ROOF DESCRIPTION
ASPHALT SHINGLES
ROOF TYPE
ROOF
ROOF!
ROOF
AZIMUTH
TRUSSES TRUSSES
�BILL
OF MATERIALS
EQUIPMENT QTY DESCRIPTION
00
ROOF 62 UNIRAC STRONGHOLD BUTYL
71
ORI
Florida License # RY34912
Date Signed 11/27/2023
LEGEND
UTILITY ME ER
MAIN SERVICE PANEL
AC DISCONNECT
noop#1��
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JUNCTION BOX
ROOF ATTACHMENT UNIRAC STRONGHOLD
VENT, ATTIC FAN
01
(ROOF OBSTRUCTION)
CHIMNEY
TRUSSES
FIRE PATHWAY
VERSION
DESCRIPTIONT DATE REV
INITIAL RELEASE 10/18/2023 LJR�
PROJECT NAME
CD
LLI
SHEET NAME
ROOF PLAN WITH
MODULES
SHEET SIZE
ANSI B
SHEET NUMBER
NUMBER OF MODULES = 27 MODULES
MODULE TYPE = HANWHA Q CELLS Q.PEAK DUO BLK ML-G10+/t (400W)
MODULES
MODULE WEIGHT = 48.5 LBS / 22.0 KG.
MODULE DIMENSIONS = 74.0" X 41.1" = 21.12 SF
UNIT WEIGHT OF ARRAY = 2.30 PSF
ROOF LAYOUT NOTE
ROOFSOLAR PANEL LAYOUT IS
CONCEPTUAL, BUT AS PROVIDED, CONFORMS
WITH THE REQUIREMENTS SET IN SHEET PV-3
CONTRACTOR MAY ADJUST PANEL LOCATION.
SOLID CORNERS (4'X4') SHOWN THE PLAN IS WIND
ZONE 3. SEE 2020 FLORIDA RESIDENTIAL CODE
(7TH EDITION) FOR MORE DETAILS
APPLICABLE CODE: 2020 FLORIDA BUILDING CODE
(7TH EDITION) & ASCE 7-16 MINIMUM DESIGN
LOADS FOR BUILDING AND OTHER STRUCTURES.
LAG SCREW DIAMETER AND EMBEDMENT
LENGTHS ARE DESIGNED PER 2020 FLORIDA
BUILDING CODE (7TH EDITION)
REQUIREMENTS.ALL BOLT CAPACITIES ARE BASED
ON A SOUTHER YELLOW PINE (SYP) RESIDENTIAL
WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL,
ALL WIND DESIGN CRITERIA AND PARAMETERS
ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A7° TO A MAXIMUM 23° (7/12
TO A MAXIMUM 7/12 PITCH) ROOF IN SCHEDULE.
CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF
HEIGHT DOES NOT EXCEED 30'-0".
ROOF SEALANTS SHALL CONFORM TO ASTM C920
AND ASTM 6511, AND IS THE RESPONSIBILITY OF
THE CONTRACTOR TO PILOT DRILL AND FILL ALL
HOLES.
ALL DISSIMILAR MATERIALS SHALL BE SEPARATED
WITH NEOPRENE WASHERS, PADS, ETC OR
SIMILAR.
ALL ALUMINUM COMPONENTS SHALL BE
ANODIZED ALUMINUM 6105-T5 UNLESS
OTHERWISE NOTED.
ALL LAG SCREW SHALL BE ASTM A276 STAINLESS
STEEL UNLESS OTHERWISE NOTED.
ALL SOLAR RAILING AND MODULES SHALL BE
INSTALLED PER MANUFACTURER INSTRUCTIONS.
CONTRACTOR SHALL ENSURE ALL ROOF
PENETRATIONS TO BE INSTALLED AND SEALED
PER 2020 FLORIDA BUILDING CODE (7TH EDITION)
OR LOCAL GOVERNING CODE.
NOTE TO INSTALLER:
NOTE FIELD ADJUSTMENTS CAN BE MADE TO
THE LAYOUT OF THE ARRAY.
PLUMBING VENTS, SKYLIGHTS AND
MECHANICAL VENTS SHALL NOT BE
COVERED, MOVED, RE-ROUTED OR
RE -LOCATED.
Ii
ZONE 2e IS A 4 F-
ALOr
LVI'd t— Gil IV — I I I vvfVL G.lJiV i_
ALONG THE RAKE
NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
ATTACHMENT SPACING
ROOF ZONE
SPACING j
WIDE
ZONE 1, 2e
4'-0"
4 FT
ZONE 2n, 2r, 3e
4'-0"
4 FT
ZONE 3r
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4 FT
FT SQUARE CORNERS ARE
DNE 3e
E
UPLIFT
-32.0620
-41,6560
9.5280
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111fulftit, %kk ppaa''DESCRIPTION DATE REV
sslin Con g` ��gg DITIAL RELEASE 10/18/2023 UR
76 N Meadovrbrook Drive Aipi UT D A
Florida License # R`l3 2
Date Signed 11/27/20
I
LEGEND
ATTACHMENTS SPACED
AT 48" O.C.
RAIL
TRUSSES j
WIND ZONE 2
- CORNER WIND ZONE 3
PROJECT NAME
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NUMBER
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SCALE: NTS
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160 .
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lst c t. hall the last wind speed
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promontories, -4 special wind regionsn
sha11 be examined for nnds-1 wind coadi-
ions.
Wind ,peed, car -poond to approximately
a )% prof, bility ofex dance In Sa years
(Annual Exceedaace 11—billty
NP.I = J00 yearsj.
Figure 1609A wind -Borne Debris Region, Category Z1 and III
aniiding< dud Structures except health care facilities
ENLARGE VIEW
Fm
BMW
-2-��ATTA
SCALE-
NOTE: ACTUAL ROOF CONDITIONS
LOCATIONS 1
INSTALLATION SPANS •
ATTACHMENTS
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yssiing onsuit Ing, PLLC
76 N dead brook Drive Alpine UT 84004
Florida License # RY34912
Date Signed 11/27/2023
(N) NXT UMOUNT COMBO CLAMP
(N) PV MODULES
(N) NXT UMOUNT RAIL
(N) NXT UMOUNT RAIL CLAMP ASSY
(N) STRONGHOLD BUTYL ATTACHMENTS, DIRK
(N) DTD BUTYL ATT ASSY (1/8" BUTYL)
(E) ASPHALT SHINGLES ROOF
■11
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VERSION
DESCRIPTION ( DATE REV
INITIAL RELEASE 1 10/18/2023 I Li
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SHEET SIZE
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PHOT U"' VOLTAIC
ROOF
MOUNT
SYSTE
m
27 MODULES -ROOF
MOUNTED - 10.800 kWDC, 7.830 kWAC
SYSTEM SUMMARY:
(N) 27 - HANWHA Q CELLS Q.PEAK DUO BLK ML-G10+/t (400W) MODULES
(N) 27 - ENPHASE ENERGY IQ8PLUS-72-2-US MICRO -INVERTERS [240VI
(N) JUNCTION BOX
(E) 150A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER
(N) ENPHASE IQ COMBINER 4 [240VI
X2-IQ-AM1-240-4 (IEEE 1547:2018)
(N) 60A FUSED AC DISCONNECT [240VI
UTILITY METER NO: 4411580
mumaiml•
t02O 7TH EDITION FLORIDA BUILDING CODEBUILDING
2020 7TH EDITIONFLORIDA BUILDING #iRESIDENTIAL
2020 7TH EDITION#' i r BUILDING CODE:
2020 7TH EDITIONFLORIDA BUILDING #D
PLUMBING
2020 7TH EDITIONFLORIDA BUILDING CODE:a
i 7TH EDITIONFLORIDA BUILDING siE:
ENERGY CONSERVATIO
i i i # #' i' .. •
#i '
SHEETINDEX
PV-0
COVER SHEET
PV-1
SITE PLAN WITH ROOF PLAN
PV-2
ROOF PLAN WITH MODULES
PV-2.1
ROOF ZONING AND
ATTACHMENT PLAN
PV-3
ATTACHMENT DETAILS
PV-4
ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-5
WARNING LABELS & PLACARD
PV-6
SAFETY PLAN
PV-7+ EQUIPMENT SPEC SHEETS
GENERAL NOTES:
1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE (7TH EDITION)
& ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES.
2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE
DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION)
REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON
SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF
RAFTERS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP
AND GABLE RESIDENTIA ROOFS, CONSIDERING FROM A 7° TO A
MAXIMUM 23° (5/12 TO A MAXIMUM 7/12 PITCH) ROOF IN
SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF
HEIGHT DOES NOT EXCEED 30'-0".
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM
6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO
PILOT DRILL AND FILL ALL HOLES.
5. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH
NEOPRENE WASHERS, PADS, ETC OR SIMILAR.
6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM
6105-T5 UNLESS OTHERWISE NOTED.
7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL
UNLESS OTHERWISE NOTED.
8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER
MANUFACTURER INSTRUCTIONS.
9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE
(7TH EDITION) OR LOCAL GOVERNING CODE
10. THE EQUIPMENT AND ALL ASSOCIATED WIRING AND
INTERCONNECTION SHALL BE INSTALLED ONLY BY QUALIFIED
PEOPLE. A QUALIFIED PERSON IS ONE WHO HAS SKILLS AND
KNOWLEDGE RELATED TO THE CONSTRUCTION AND
OPERATION OF THE ELECTRICAL EQUIPMENT AND
INSTALLATIONS AND HAS RECEIVED SAFETY TRAINING TO
RECOGNIZE AND AVOID THE HAZARDS INVOLVED. (NEC 690.4(C),
NEC 2017).
jamming-mrsalma
1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND
LABELED FOR ITS APPLICATION.
2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90
DEGREE C WET ENVIRONMENT.
3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS
SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS
POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY.
4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING
ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26.
5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS,
SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE
CODES AND STANDARDS.
6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS
ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM
ACCORDINGLY.
7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED
AND READILY VISIBLE.
8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE
FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP
MANUFACTURER'S INSTRUCTION.
9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER
E.G.0 VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG.
10.) THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE
1 AERIAL PHOTO
PV-0 SCALE: NTS
2 VICINITY MAP
PV-0 SCALE: NTS
VERSION
DESCRIPTION DATE I REV
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JB
JUNCTION BOX
0 =
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CHIMNEY
PROPERTY LINE
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DESCRIPTION DATE REV
INITIAL RELEASE 10/1812023 1 UR
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• GAS METER LOCATED IN PROXIMITY OF THE PV INSTALLATION, LOAD CENTER, AND/OR
DISCONNECTS. DISCONNECTS SHALL BE LOCATED IN COMPLIANCE WITH UTILITY AND THE AHJ
(AUTHORITY HAVING JURISDICTION). PV INSTALLATION SHALL COMPLY WITH ALL APPLICABLE
CODES.
• WIRE RATED AND AMPACITY CALCULATED @ 9WC FOR ROOFTOP INSTALLATION AND ATTIC RUN
TO INVERTER.
• PER NEC REQUIRMENTS GROUNDING CONDUCTORS SMALLER THAN 6AWG SHALL BE
PROTECTED IN A CONDUIT, RACEWAY, OR ARMORED PROTECTIVE SHEATHING (NEC 250.64).
• THE WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE
NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC 110.26.
• ANY CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT. (NEC
AMBIENT TEMPERATURE SPECIFICATIONS
RECORD
AMBIENT TEMP
CONDUCTOR
LOW TEMP
(HIGH TEMP 2%)
TEMPERATURE
RATE
-1.
33'
90,
300.6 C1, 310.8 D). SERVICE INFO.
• ROOM FOR EQUIPMENT WITHIN 5 FEET FROM MSP.
• ALL CONDUIT SHALL BE LTNM 3/4" IN DIAMETER UNLESS OTHERWISE STATED. UTILITY PROVIDER: DUKE ENERGY CORPORATION
MAIN SERVICE VOLTAGE:
240V
MAIN PANEL BRAND:
CUTLER -HAMMER
MAIN SERVICE PANEL:
(E) 150A
MAIN CIRCUIT BREAKER RATING:
(E) 150A
MAIN SERVICE LOCATION:
NORTH
SERVICE FEED SOURCE:
UNDERGROUND
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MICRO -INVERTERS (240V)
(LOCATED UNDER EACH PANEL)
TERMINATOR CAP ON LAST CABLE
CONNECTOR Q- CABLE (TYP)
SOLAR MODULE SPECIFICATIONS
TEMPERATURE
#0
MANUFACTURER / MODEL #
VMP
IMP
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VOC
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COEFFICIENT
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MODULES
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(N)ENPHASE IQ
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X2-10-AM1-240-4
(11HEE15472018) [240V]
1 ?A/1 5A
20A
20A�
20A
IQ -GATEWAY
INVERTER SPECIFICATIONS
MANUFACTURER/ MODEL#
QUANTITY
NOMINAL OUTPUT
NOMINAL OUTPUT
VOLTAGE
CURRENT
ENPHASE ENERGY
IQ8PLUS-72-2-US
27
240 VAC
1.21A
(N) 60A FUSED A(
DISCONNECT, WITH
FUSES,
240 VAC
50A FUSES
TAP CONDUCTORS SHALL BEI NOTE: THE AC DISCONNECT IS LOCATED
10' OR LESS PER NEC 705.31 WITHIN I OFT OF UTILITY METER
AC DISCONNECT SHALL BE LOCATED
WITHIN 10* OF UTILITY METER BI-DIRECTIONAL
UTILITY METER
1-PHASE, 3-W,
120V/240V , 60Hz
VY
(E) MAIN BREAKER
150Al2P, 240V
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150A RATED,
120/240V
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Wire Tag
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Wire
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Wire Type
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Temp.
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Inverter
Qty
NOC (A)
NEC
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Type
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75
0.96
1.0
72.00
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1.21
1.25
40.84
A
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DIAGRAM &
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SHEET SIZE
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SHEET NUMBER
PV-4
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ppl II IIIISIDES MAY BE ENERGIZED IN THE
LABEL LOCATION:
AC DISCONNECT & INVERTER
(PER CODE: NEC690.54)
AC & DC DISCONNECT AND SUB PANEL
(PER CODE: NEC 690.13(B))
LABEL LOCATION:
MAIN SERVICE PANEL & NET METER
(PER CODE: NEC 705.12(D)(3), NEC
705.12(B)(3-4) & NEC 690.59)
LABEL LOCATION:
MAIN SERVICE DISCONNECT / UTILITY METER
(PER CODE: NEC 690.13(B))
LABEL• •
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TURN RAP •
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SYSTEM • REDUCE
SHOCKAR• IN
ARRAY
LABEL LOCATION:
AC DISCONNECT, DC DISCONNECT, POINT OF
INTERCONNECTION
(PER CODE: 605.11.3.1(1) & 690.56(C)(1)(a))
CAUTION 1.
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
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SHEET NUMBER
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I I INSPECT ENTIRE JOB SITE FOR HAZARDS I H 11
INDICATE PARKING LOCATION FOR COMPANY VEHICLES CV
INDICATE LOCATION OF SAFETY DOCUMENTS SD
FIRE EXTINGUISHER LOCATION
FE
FIRST AID KIT LOCATION
FA
EYE WASH LOCATION
EW
DRINKING WATER LOCATION
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IDENTIFY HARD HAT ZONE
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DRAW FALL PROTECTION ANCHOR LOCATION
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DRAW LADDER & ROOF ACCESS LOCATION
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DRAW LADDER ANCHOR LOCATION
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8AM
9AM
10AM
11 AM
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OTHER WEATHER RELATED HAZARDS & MEASURES
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WET OR ICY SURFACES
2AM
HIGH WINDS
3 AM
THUNDER STOMS
4AM
WILDFIRE SMOKE
5AM
OTHER
I NOTE: CREW LEAD MUST CONDUCT A DAILY MEETING TO REVIEW ALL SAFTEY ITEMS. 11
2
3
4
5
NOTE FOR MULTIPLE DAY JOBS,SAFETY MEETINGS MUST BE CONDUCTED EACH DAY
INDICATE BY INITIALING NEXT TO YOUR SIGNATURE FOR EACH ADDITIONAL DAY.
SYSTEM SIZE:- 27 x 40OW = 10.800 kWDC
27 x 290VA = 7.830 kWAC
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390-41OWp I 132Cells
20.9% Maximum Module Efficiency
'MI -G10+ SER ES
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1215 1113 12,18
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4575 4562 45,78
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11,55 10,61 1161
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application sp tr,:flc integrated cirou t (ASIC) which enables the iniororverter to operate in
grief -tied or off -grid modes, This chip is built m. advanced 55nm technologywith high speed
digital Ionic and has superfast reaponse times to changing loads arm grid events, alleviating
c,oretraints on bare Si7ing for home energy systerns.
Partofthe Enphasie Erre-roy Systotr_ Q8
Series MicrNnverlefs k-,tegratewith 'he
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10/1812023
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CL
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NEMA Types / ajtdet
SHEET NAME
CA Rute-21(lil- 1741-SA),UL 6210921, IEEE 15472016'u_ 1741-SS), FCC Part 15 Class 0, ICES-0003 Cts5c E. CAN/ OSA-C222 NQ 107j-01
certiftatos Ttis product is LL Listed as FV Rapid lakodown EqtFprrwt and canforrns into, NEC 2014, NEC 2017, and WC 2020 section 690,12 and C22-1-2018 SPEC SHEETS
Rv.e64-218R*dShu,tda,&ncr
Vs =W-,vOlh ir�k ma; W%'. r, addr,"l 0PPIVCJ yMaM, sua- 17*
b. "; o SHEET SIZE
Tr C33 L i,M- M4v,,ol Y L-re, 1, b-t rvq-, ss to Ck'Am 11. b_ C' rrrom ^,m a P." bmwh r, yw,, ana US-2022-12-02 ANSI B
11 " X 17"
rHEET NUMBER
P%V'-8
F I te r 411"I'l-
X2-4,0-AP11-240-dP'�E E- E 1 547 2`01, 181
LISTEU
To lewn r-nore abuull Enphase offeriggs, visil enphasgxm
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Smart
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ndudes, Mmile Cornney-, ceflu,v mnvCem,
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for Fxh me SKU"s
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MODEL NUMMER
ol" PvpCXlu
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dmk,,h.at
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In 1 o�, r "'K x, i § 'A,
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ACCESSOWES AND REPLACEMENT PARTS (wo ndudeoll, -A§el nepwallely)
T15, 161-il-Ql 7, Qr- d 0,31, b�,�
�0,110,1 M M
�A �l vt 0 6, S F, E v ar rn r
VERSION
CELLWT- �.4 W
J ,I, JI u r
DESCRIPTION
DATE
REV
4 d T �j
R 2 S -d SR' 0 r
S E n B 2 1 0� S F , 10, B',� 2 2 0 B,, 2 C, B R 2 5, w
INITIA LRELEASE
10/18/2023
UR
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ELECTRiCAL SPECWfCATEONS
126A
61 "I'll,
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M-
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MECHANICAL DATA
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Arcs ... I n � "p, I a
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r 1c, I
E n 5 e n rx y nt a, 3
NUL NE!AA �v 3�
INTERNET CONNECTION OPTIONS
q tilJz I bi l,
Dt?o 14' L
COMPLIANCE
CP, Rk0{ 23 W SM
irr F r147 21) 1 a U - 17111 31�1, 31 7,11 o' *-AN�l -240 - A a-�d X 2- 4 C�
CAN'/C SA -12 _2 2 Nu t 07 i, 71 Part UJ-1s E, t (,EFtip: S
Producl� ,!.
2 5
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'AN
If), C,4- 4'- DS-1.10 3 EN' US 12 29 2027
all
PROJECT NAME
SHEET NAME
SPEC SHEETS
SHEET SIZE
ANSI B
11 " X 17"
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