HomeMy WebLinkAbout23-7155Issue ate7 11/06/2023
35 25 21 0190 01400 0110 7442 Sail Clover Lane
F
Name: KAREEM HOWELL & ELI BETTH Permit Type: Electric Service Replacement/M
JOHNSON-HOWELL Class of Work: Add/Alter Residential
Address: 7442 Sail Clover Lane
ZEPHYRHILLS, FL 33540
Building Valuation: $0.00
Electrical Valuation: $44,458,00
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $44,458.00
Total Fees: $262.29
Amount Paid: $26219
Date Paid: 11/6/2023 9:45:41AM
(Nout
_117
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
!!! I III I I I I III I I � 1111 111 111 111 111 111111 !111 111 111 111 111 111 1 11
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONT," �7
'PI -OR SIGNATURE Ef�
PERMIT"EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
81 i-7MOO20 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permittin
I I I I & I a a
a
Owner's Name
Owner Ph... N..b.,
ct k IIC2�
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
LOT #
lc:ko -01 L405
SUBDIVISION
PARCEL 10# >
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
N1W CQNSTR ADDIALT SIGN DEMOLISH
El
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION 13LOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE
SO FOOTAGE
HEIGHT
=BUILDING
S
VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL S ti�iMP SERVICE PROGRESS ENERGY W.R.E.C,
=PLUMBING
MECHANICAL.
S
VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS
FLOOD ZONE AREA =YES NO
BUILDER
COMPANY
SIGNATURE
FEFE.RR11
License #
ELECTRICIAN
COMPANY
1_
SIGNATUIRLI
REGISTERED L=
Address License
PLUMBER
COMPANY E ���
�EEE
SIGNATURE
REGISTERED CIIRRIIY I [ [
Address License #
MECHANICAL
COMPANY E�
SIGNATURE
REGISTERED ,_I, CLJRD�11����
Address License #
OTHER
COMPANY
SIGNATURE
REQ1STLRU)
Address License It
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 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 Gristle, Construction Plans, Storrnwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 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. (AIC upgrades over S7500)
— 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 Zephyrhilis Permit Application Fax-813-7BO-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 IMPACTIUTILITIES 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. lithe 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 Wateniffewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Posen County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more. I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner, I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'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, Weiland Areas and Environmentally Sensitive
Lands, WaterfWastewater 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 followng 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.
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 OBTAIN FINANCING, CONSULT
JVRAT (F.S, 11T03)
AGENT OWNER OR
Subsonic d sw= to or affirmed b fore
Who
Who FLORIDA7ts/are pe sally known to me or haslhave produced Who Fs e pas ally known to me ar haslhave prodoced
as idenfification. as idiot f cation,
Commission No. Commission No.®
5,
Notary
bread
!4 ��, NameTo Notary typed, printed or stamped Rome of Notary typed, printed or stamped
TARA N. DEVAULT TAM N. DEVAULT
Commission # HH 143169 Commission flit HH 143159
Expires June 22, 2025 Expires June 22, 2025
Bonded Thm Troy Fain Insurance $00-385-7019 Bonded Thin Troy Fain Insurance tio0,385-7019
INSTR#2023156683ORBK10879 PG1 569 Pace 1 at,
091055=23 09:44 AM Raot 2620224 Rao: 10,00 DS: O00 IT: SAX
Nikki Alvarez-Sowles , Esq,, Pasco County Clerk & Comptroller
Permit No. Parent ID No
NOTICE OF COMMENCEMENT
State of — County of
THE UNDERSIGNED hereby gives notice that improvement will be made to redam real property, and in accordance. with Chapter 713, Flows Statutes,
the following information is provided in this Notice of Commencement:
Description of Property: Parent identification Nu.
Street Address,
2. General Description of Improvement
Owner Information or Lessee Information if the Lessee contracted for the Improvement
JOHNSON-HOWELL ELIZABETH A J
Name
EL_
Address City state
Interest in Property:
Name of Fee Simple Tifteholder
(If different from Owner listed above)
Address CRY State
4, Contractor:
Name
[') , , 1 11 EL_
Address city State
Contractors Telephone No.: ..
5, Surety:
Address Coy State
Amount of Bond: 6 Telephone No.:
Name
Address City State
Lenders Telephone No.:
7, Persons within the State of Florida designated by the owner upon whom notices of other documents may be served as provided by
Section 713.13(l)(a)(7), Florida Statutes:
IBM
Address City mm State
Telephone Number of Designated Person,
a. In addition to himself, the owner designates of
toreceive a copy of the Lienor's Notice as provided in Section 713.1 3(l)(b), Florida Statutes
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement (the excitation date may not be before the completion of construction and final payment to the
contractor, but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the fads stated Ourmin are true to the best
of my knowledge and hailer.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of Owner or Lessee, or Owner's or Lessee's Authorized
Officer/DirecteriPadneoManager
Elizabeth Ataxia Jada Johnson Howell
State of Texas, County of Dallas Signatory's Title/Office
looseledged before me this 29th August wizaoetn Ataxia Jacta Jorurson-Flowell
The foregoing instrument was ac
--dry of—_W13� try
as Owner (type of authority, e.g-, officer, trustee, attorney in fact) for
Property (name of party no behalf of whom instrument was executed)
Personally Known 0 P_R Produced Identification Fj( Notary Signature
Type of Identification Produced DRIVER LICENSE Name (Print) Melodre Ann Mitchell
,A SS,
Merodle Ann Mitchell
Notarized online using audio -video communication
iD NUMBER
lwpf,k COMMISSION EXPIRES
ersai,110 001sle J.- 5, 2024
wpdatalbcs/noticecofnmencenient_pr,053048
Emmalm-
Attn: To Whom It May Concern,
Current
Engineering
�1
No.85003
T
% STATE OF 0
0 R I'D
'V NAt-
STAMPED 10/24/23 EXP 2/28/25
Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), 1, Methode Maniraguha,PE (* 85003)
an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and
electrical components are designed and approved using the code requirements and
standards contained in the Florida Building Code.
If you have questions regarding this matter, please do not hesitate to contact me directly.
lz�
Prepared by:
Current Renewables Engineering Inc.
Riverside, CA
Projects@currentrenewableseng.com
j 13
zl�l
Current
10/04/2023
Engineering
PowurPBC
2683 Via De La Valle #321 G, Del Mar, CA,
92014/
10/24/23 EXP 2/28/25
0 C, a 2• 0 1
ral ff =-
Observation of the condition of the existing framing system was performed by an audit team
of Powur PBC.
After review of the field observation data, structural capacity calculations were performed in
accordance with applicable building codes to determine adequacy of the existing roof
framing supporting the proposed panel layout. Please see full Structural Calculations report
for details regarding calculations performed and limits of scope of work and liability. The
design criteria and structural adequacy are summarized below:
Code: FBC 2020, ASCE 7-Vi
Ult Wind Speed: 145.0 mph
Ground Snow: 0.0 psf
Min Snow Roof: 0.0 psf
I IWVAIJO
Professional Engineer
info@currentrenewableseng.com
1760 Chicago Ave Ste J 13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Z�l
MFITM7171M
Check 1: •' roofing supported by 2x4 Truss 9 24 in. OC spacing. The roof is sloped a'j
approximately 22 degrees and has a max beam span of 9.2 ft between supports. Roof is
adequate to support the imposed loads. Therefore, no structural upgrades are required.
1760 Chicago Ave Ste J 13, Riverside, CA 92507 (951) 405-1733 info@currentrenewablesengxom
12113MI
libixeMINIM
Current
did
Engineering
10/24/23 EXP 2/28/25
01 ff =-
III
11 1; 111p;d.111, 11 I I I ILV
The following calculations are for the structural engineering design of the photovoltaic
panels and are valid only for the structural info referenced in the stamped plan set. I certify
that the roof structure has sufficient structural capacity for the applied PV loads. All mounting
equipment shall be designed and installed per manufacturer's approved installation
specifications.
Code: FBC 2020, ASCE 7-1 (i
Live Load: 20 psf
Ult Wind Speed: 145.0 mph
Exposure Cat: C
Ground Snow: 0.0 psf
Min Snow Roof: N/A
Current Renewables Engineering Inc.
Professional Engineer
info@currentrenewableseng.com
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Page 2 of 8
Check 1
Roof Type:
Shingle
Roof Pitch (deg):
22
Mean Roof Height (ft):
23.00
Attachment Trib Width (ft):
125
Attachment Spacing (ft):
6.00
Framing Type:
Truss
Framing Size:
2x4
Framing OC Spacing (in):
24.00
Section Thickness, b (in):
1.50
Section Depth, d (in):
150
Section Modulus, Sx (in):
3.062
Moment of Inertia, Ix (In4):
5.359
Unsupported Span (ft):
920
Upper Chord Length (ft):
22.00
Deflection Limit D+L (in):
4.400
Deflection Limit S or W (in):
2.933
Framing Upgrade:
No
Sister Size:
N/A
Wood Species:
DF
Wood Fb (psi):
900.00
Wood Fv (psi):
180.00
Wood E (psi):
1,600,000.00
CD (Wind):
1,60
CD (Snow):
1.15
CLS:
1.00
Cm = Ct = CL = Ci:
1.00
CF:
1.50
CfU:
1.00
Cr:
115
F'b Wind (psi):
2,484.00
F'b Snow (psi):
1,785.37
F'v Wind (psi):
288.00
F'v Snow (psi):
207.00
Moment Allowable Wind (lb-ft):
633.94
Moment Allowable Snow (lb-ft):
455.64
V Allowable Wind (lbs):
1,008.00
V Allowable Snow (lbs):
724-50
E'(psi):
1,600,000
1760 Chicago Ave Ste J 13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Dead Load Calculations:
Check 1
Panel Dead Load (psf):
3.00
Roofing Weight (psf):
3.00
Decking Weight (psf):
2.00
Framing Weight (psf):
0.60
Misc. Additional Weight (psf):
1.00
Existing Dead Load (psf):
6.60
Total Dead Load (psf):
9.60
Wind Load Calculations:
Check 1
Ultimate Wind Speed (mph):
145.0
Directionality Factor, kd:
0.85
Topographic Factor, kzt:
1.00
Velocity Press Exp Factor, kz:
0.93
Velocity Pressure, qz (psf):
42.33
External Pressure Up, GCpj:
-1.50
External Pressure Up, GCP2:
-2.17
External Pressure Up, GCP3:
-2.45
External Pressure Down, GCp:
0.46
Design Pressure Up, pl:
-43.82
Design Pressure Up, P2:
-63.31
Design Pressure Up, P3:
-71.65
Design Pressure Down, p (psf):
16.00
Snow Load Calculations:
Check 1
Ground Snow Load, pg (psf)-.
0.00
Min Flat Snow, pf-min (psf):
0.00
Min Sloped Snow, ps-min (psf):
0.00
Snow Importance Factor, Ic:
1.00
Exposure Factor, Ce:
OM
Thermal Factor, Ct:
1.10
Flat Roof Snow, pf (psf):
0.00
Slope Factor, Cs:
1.00
Sloped Roof Snow, ps (psf):
0.00
1760 Chicago Ave Ste J 13, Riverside, CA 92507 (951) 405-1733 i nf o @ currentrenewabl ese ng. com
Lag Screw Check:
Check 1
Ref. Withdrawal Value, W (lb/in):
266.00
(Cm ® Ct = Ceg = 1.0) CD:
1.60
Adjusted Withdrawal Value, W'(Ib/in):
425.60
Penetration, p (in.):
2.50
Allowable Withdrawal Force, W'p (lbs):
1,064.00
Applied Uplift Force (lbs):
-60&08
Uplift DCR:
0.571
Ref. Lateral Value, Z (lbs):
270.00
(Cm = Ct = Cdeita = Ceg� 1.0) CD:
0.90
Adjusted Lateral Value, T(Ibs):
243.00
Applied Lateral Force (lbs):
21.91
Angle of Resultant Force, alpha (deg):
87.94
Adjusted Interaction Lateral Value, Z'alpha (lbs):
1,05936
Lateral DCR:
0.021
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
LC1: D+S
Check 1
Applied Moment (lb-ft):
181.5
Applied Shear (lbs):
107.6
Allowable Moment (lb-ft):
455.6
Allowable Shear (lbs):
724.5
Moment DCR:
0398
Shear DCR:
0149
LC2: D+0.6W
Check 1
Applied Moment (lb-ft):
3722
Applied Shear (lbs):
220.7
Allowable Moment (lb-ft):
633.9
Allowable Shear (lbs):
1,008.0
Moment DCR:
0.587
Shear DCR:
0.219
LC3: D+0.75(S+0.6W)
Check 1
Applied Moment (lb-ft):
317.7
Applied Shear (lbs):
188A
Allowable Moment (lb-ft):
633.9
Allowable Shear (lbs):
1,008JI:
Moment DCR:
0.501
Shear DCR:
0.187
LC4: 0.6D+0.6W
Check 1
Applied Moment (lb-ft):
422.2
Applied Shear (lbs):
250.3
Allowable Moment (lb-ft):
633.9
Allowable Shear (lbs):
1,008.0
Moment DCR:
0.666
Shear DCR:
0248
1760 Chicago Ave Ste J 13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
az�
LCI: ■ Check 1
Deflection0.714
Deflection Limit (in.): 4.400
Deflection DCR: 0.162
LC2: S
Check 1
Deflection (in.):
0.000
Deflection Limit (in.):
2.933
Deflection DCR:
0.000
LC3: W (Down)
Check 1
Deflection (in.):
0,124
Deflection Limit (in.):
2.933
Deflection DCR:
0.042
LC4: W (Up)
Check 1
Deflection (in.):
0340
Deflection Limit (in.):
2.933
Deflection DCR:
0.116
1760 Chicago Ave Ste J13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
Seismic Check:
Existing Weight:
Wall Weight (psf):
17.00
Tributary Wall Area (ft):
2,430.00
Total Wall Weight (lbs):
41,310.00
Roof Weight (psf):
6.60
Roof Area (ft2):
1,634.00
Total Roof Weight (lbs):
10,786.95
Total Existing Weight (lbs):
52,096.95
MEUME���
PV Panel Weight (lbs):
64.35
Number of Panels:
24
Total Additional PV Weight (lbs):
1,544.40
COME=
The increase in weight as a result of the solar system is less than 10% of the existing
structure. Therefore, no further seismic analysis is required.
1760 Chicago Ave Ste J1 3, Riverside, CA 92507 (951) 405-1733 into@currentrenewableseng.com
.iceM
Existing structure is assumed to have been designed and constructed following appropriate
codes at time of erection, and assumed to have appropriate permits. The calculations
qfe*c
the stamped planset and were completed according to generally recognized structural
analysis standards and procedures, professional engineering and design experience,
opinions and judgements. Existing deficiencies which are unknown or were not observable
during time of inspection are not included in this scope of work. All PV modules, racking, and
mounting equipment shall be designed and installed per manufacturer's approved
installation specifications. The Engineer of Record and the engineering consulting firm
assume no responsibility for misuse or improper installation. This analysis is not stamped for
water leakage. Framing was determined based on information in provided plans and/or
photos, along with engineering judgement. Prior to commencement of work, the contractor
shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations,
and cert letter (where applicable) and notify the Engineer of Record of any discrepancies
prior to starting construction. Contractor shall also verify that there is no damaged framing
that was not addressed in stamped plans, calculations, and cert letter (where applicable)
and notify the Engineer of Record of any concerns prior to starting construction.
1760 Chicago Ave Ste J 13, Riverside, CA 92507 (951) 405-1733 info@currentrenewableseng.com
SYSTEM SUMMARY:
(N) 24 - HANWHA Q CELL Q.PEAK DUO BLOC ML-G10+ (405W) MODULES
(N) 24 - ENPHASE ENERGY IQ8M-72-2-US MICRO -INVERTERS
(N) JUNCTION BOX (NEMA 3R RATED)
(E) 200A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER
(N) 60A NON FUSED AC DISCONNECT
[240V] (EATON DG222URB) (NEMA 3R RATED)
(N) ENPHASE IQ COMBINER BOX 4
X2-IQ-AM1-240-4 (IEEE 1547:2018) (NEMA 3R RATED)
RACKING: UNIRAC SOLARMOUNT
ATTACHMENT (UNIRAC FLASHLOC OR FLASHKIT PRO (OPTIONAL)
INTERCONNECTION METHOD: BACKFEED BREAKER
DESIGN CRITERIA.:
ROOF TYPE: - COMP SHINGLE
NUMBER OF LAYERS: - 01
ROOF FRAME: - 2"X4" TRUSSES @ 24" O C.
STORY: - TWO STORY
SNOW LOAD: - 0 PSF
WIND SPEED :- 145 MPH
WIND EXPOSURE:- C
RISK CATEGORY:- II
COORDINATE:- 28.267788,-82.182988
OCCUPANCY CLASS:- R-3/U
CONSTRUCTION TYPE:- V-B
UTILITY METER # - 8347760
UTILITY COMPANY:- DUKE ENERGY FL
NOTE: INSTALLER TO DETERMINE OPTIMAL
CONDUIT RUN ON SITE. ATTIC RUN IS
OPTIONAL UNLESS REQUIRED BELOW.
ATTIC RUN: REQUIRED
GOVERNING CODES:
ROOF DESCRIPTION
ROOF TYPE: COMP
SHINGLE
ROOF
ROOF
AZIMUTH
TILT
#1
22°
166°
#2
22°
256°
#3
22°
256°
#4
22°
76"'
#5
22°
346°
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
2020 7TH EDITION FLORIDA BUILDING CODE
EXISTING BUILDING
2020 7TH EDITION FLORIDA BUILDING CODE
: ACCESSIBILITY
2020 7TH EDITION FLORIDA FIRE PREVENTION
CODE (NFPA)
2017 NATIONAL ELECTRIC CODE (NEC)
PV-0
COVER SHEET & INDEX
PV-1
SITE PLAN WITH ROOF PLAN
PV-2
ROOF PLAN WITH MODULES
PV-3
ROOF ZONING AND ATTACHMENT PLAN
PV-3.1
ATTACHMENT DETAIL.
PV-3.2
ATTACHMENT DETAIL
PV-4
ELECTRICAL LINE DIAGRAM WITH
CALCULATION
PV-4.1
BRANCH LAYOUT
PV-5
WARNING LABELS & PLACARD
PV-6+
EQUIPMENT SPEC SHEETS
GENERAL MOTES.
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 (SYR) 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° (5112 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
61 J5-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
ELECTRICAL NOTES
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 &
75 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.
T) 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
tl�t@tS E�8(f�°ryxf
"— �` d� 2
*,,)v
^w
m %
o.
85003
STATE
O
�f16i€448ik
TAMPED 10/24/23 EXP 2J25/25
DEL MAR. CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL.
CHAT P VVUR.COM
VERSION
6ESCRkPTEON DATE REV
INITIAL. RELEASE 0913012623 UR
PROJECT NAME
AERIAL PHOTO cl)a —i
PV-0 SCALE: NTS � I L
0
u
�) Lu UJ
}j= unnne < Z('4 .. t e a
�m
r,.. - en, m®� ' :D
_I C
11
, uperrTnter N a
LO
CL
Sail LLJ
„Tracltsor Sink' ,
33UO,
SHEET NAME
cz COVER SHEET
CRES
.r ,,,.)0 SHEET SIZE
ANSI
N
L VICINITY A#F` w E SHEET NUMBER
P _0 SCALE. NTS
3
0 ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE
THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS NOTE:
OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN A. ALL ELECTRICAL EQUIPMENT. INVER" ERS/COMBINER,
LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL
OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS, NOT BE INSTALLED WITHIN TOF THE GAS METERS'
SUPPLY OR DEMAND PIPING.
ROOF#5
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN INSIDE ATTIC
(02) HANWHA Q CELL Q.PEAK DUO ROOD
F, " A 11 —
2:21
BLK ML-G10+ (405W) MODULES �,346- —
ROOF#2
(04) HANWHA Q CELL Q.PEAK DUO
BLK ML-G10+ (405W) MODULES
ROOF ACCESS POINT
ROOF #3
(03) HANWHA 0 CELL Q.PEAK DUO
BLK ML-G10+ (405W) MODULES
�A(Dost�
(31
ci)
ROOF ACCESS POINT
goo� 2
01
;5
ROOF#4
'1500e, (07) HANWHA Q CELL Q.PEAK DUO
BLK ML-G10+ (405W) MODULES
qp4l
S
oo�_
It
\ V
\k
WAS.
CIA 3t�N
A
ROOF #1
(08) HANWHA Q CELL Q.PEAK DUO
BLK ML-G10+ (405W) MODULES
(24) HANWHA Q CELL Q.PEAK DUO BLK ML-G10+ (405kJV) MODULES
(24) ENPHASE ENERGY IQ8M-72-2-US MICRO -INVERTERS
1
SITE PLAN WITH ROOF PLAN SCALE: 3/32" = V-0"
A_
(N) ENPHASE IQ COMBINER BOX 4 X
X2-IQ-AM1240-4 (IEEE 1547:2018)
(NEMA 3R RATED)
(N) 60A NON FUSED AC DISCONNECT [240VI
(EATON DG222URB) (NEMA 3R RATED)]
(E) 200A MAIN SERVICE PANEL WITH (E)
150A MAIN BREAKER
ROOF HEIGHT
25FEET
(TWO STORY)
(N) JUNCTION BOX (NEMA 3R RATED)
(N) 3/4" OR GREATER EMT
CONDUIT RUN INSIDE ATTIC
LEGEND
UM
UTILITY METER
MSP
MAIN SERVICE PANEL
ACD
AC DISCONNECT (NEMA 3R RATED)
ENPHASE IQ COMBINER BOX 4X2-IQ-AM1-240-4
CB
(IEEE 1547:2018) (NEMA 3R RATED)
E:Hl
JUNCTION BOX (NEMA 3R RATED)
VENT, ATTIC FAN (ROOF OBSTRUCTION)
PROPERTY LINE
TREES
(E) UTILITY METER
ff 1 6" CLEARANCE
GATE
FENCE
Zv -
N
z 85003
OF
STAMP D 104241 i EXP 2)28,25
DEL MAR, CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL:
CHAT,POWUR.COM
VERSION
DESCRIPTION DATE REV
INMAL RELEASE 09/M2023 UR
PROJECT NAME
< C) r
co
< LL_
C-) :D
0 Z - I >_
< _j C) C:>
4 5 ir-
ui of >_
3: 1 co Lu =
X 0 > co C I ) Z CL
ui
W LL _j I
< z N
= o C6 c) Y_ Li-
F__ :D 0
Lij z < ci 0
Lo
< 0 04 13� 04
N
co
Lli CL
N 0_
<
SHEET NAME
SITE PLAN WITH
ROOF PLAN
SHEET 'SIZEl
ANSI B
11" X 17"
SHEET NuMBER
Pv-1
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 24 MODULES
MODULE TYPE = HANWHA Q CELL Q.PEAK DUO BLK ML-GIO+
MODULE WEIGHT = 48,5 LBS / 22.0 KG,
MODULE DIMENSIONS= 74.0"X41,1"=21l2SF
UNIT WEIGHT OF ARRAY = 2.30 PSF
DISTRIBUTED DEAD LOAD = 2.77 PSF
AVERAGE ROOF POINT DEAD LOAD = 24.22 LBS
TOTAL SYSTEM WEIGHT: 1404.98 LBS
NOTE:
3/4" OR GREATER EMT CONDUIT
RUN INSIDE ATTIC
POINT LOAD CALCULATION
UNIT WEIGHT OF ARRAY = 2,30 PSF,
UNIT WEIGHT OF RACKING = 0,442 PSF,
TOTAL PANEL AREA =506 90 SOFT,
TOTAL LOAD (2,30+0 442) X 506,90 = 1388.05 POUNDS.
TOTAL NUMBER OF POINTS IN CONTACT = 58
1388.05 POUNDS/58(NUMBER OF POINTS IN CONTACT)
1388.05/58= 23.93 AVERAGE POINT LOAD = 23.93 LBS
jo-
00 05
ROOF #5
(02) HANWHA Q CELL Q.PEAK DUO
ELK ML-GlO+ (405W) MODULES
(N) (58) ATTACHMENT UNIRAC
FLASHLOC OR FLASHKIT PRO
(OPTIONAL) ATTACHMENT
ROOF #2
(04) HANWHA Q CELL Q.PEAK DUO
BLK ML-G10+ (405W) MODULES
ROOF #3
(03) HANWHA Q CELL Q.PEAK DUO
ELK ML-G10+ (405= MODULES
7
i�00'
00D 43
_'Z56'
(N) UNIRAC SM STANDARD RAIL
ROOF #1
(08) HANWHA Q CELL Q.PEAK DUO
ELK ML-G10+ (405W) MODULES
ROOF PLAN WITH MODULES
k A A,
v
\
ARRAY AREA & ROOF AREA CALC'S ROOF DESCRIPTION \A
E
ARRAY ROOF ROOF ROOF TYKE COMP SHINGLE ROOF #OF %
ROOF AREA AREA AREA COVERED TRUSSES
MODULES ROOF ROOF TILT AZIMUTH TRUSSES SPACING No. 85003
(Sq, Ft) (Sq, Ft) BY ARRAY SIZE
#1 08 168-97 331,97 50.90 #1 22' 166° 2"X4" 24" O.C.
#2 04 84.48 251-69 3157 #2 22' 256' 2"X4" 24" O.C. ST f E OF
0 %
#3 03 6336 157.10 40,33 #3 22' 256" 2"X4" 24" 0
#4 07 147.85 329.38 44,89 #4 2276' 2'X4" #5 02 42.24 358,75 11.77 #5 22' 346' 2"X4" 24" O.C.
V_ I ST Dl f24l23 EXP 2/28/25
ARRAY AREA & ROOF A EA CALC'S
AREA OF NEW AREA OF ROOF
-713
ARRAY (PLAN VIEW) T ROOF E
COVERED BY ARRAY44",
1 0
(Sq. Ft.) (Sq, Ft.)
z506.90
0
1597.67 31,73
�-A
NOTE: APPROVED ROOF ATTACHMENT OPTIONS INDICATED
ON PV-3,1 & PV-3.2 ATTACHMENT DETAILS PAGE(S)
_73
BILL OF MATERIALS
EQUIPMENT QTY DESCRIPTION
RAIL, 14 UNIRAC SM STANDARD RAIL 168" MILL
ROOF #4
SPLICE 02 BND SPLICE BAR PRO SERIES MILL
(07) HANWHA Q CELL Q.PEAK DUO
BLK ML-G10+ (405W) MODULES
MID CLAMP 25 UNIVERSAL AF SERIES MID CLAMP
END CLAMP 46 UNIVERSAL AF SERIES END CLAMP
UNIRAC FLASHLOC OR FLASHKIT PRO
ATTACHMENT 58
(OPTIONAL)
GROUNDING LUG 11 GROUND LUG
MICROINVERTER 24 MICRO VINT END T-BOLT 1/41N X 3/41N
0_1
MOUNTING SS
(N) 24 - ENPHASE
NOTE, ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
ENERGY
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
IQ8M-72-2-US
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
MICRO INVERTER
L0_
ATTACHMENTS
IN) JUNCTION BOX (NEMA 3R RATED)
(N) 3/4" OR GREATER EMT
CONDUIT RUN INSIDE ATTIC LEGEND
(E) UTILITY METER
(E) 200A MAIN SERVICE PANEL WITH (E)
150A MAIN BREAKER
(N) 60A NON FUSED AC DISCONNECT L240VI
(EATON DG222URB) (NEMA 3R RATED)]
(N) ENPHASE 10 COMBINER BOX 4
X2-IQ-AM1-240-4 (IEEE 154T2018) (NEMA 3R
RATED)
ROOF TYPE ROOF HEIGHT FRAME MATERIAL
COMP SHINGLE 25FEET WOOD
(TWO STORY)
UM UTILITY METER
MSP MAIN SERVICE PANEL
ACID AC DISCONNECT (NEMA 3R RATED)
ENPHASE IQ COMBINER BOX 4X2-IQ-AMI-240-4
CB (IEEE 1547:2018) (NEMA 3R RATED)
jB JUNCTION BOX (NEMA 3R RATED)
ENPHASE ENERGY IQ8M-72-2-US
MICRO -INVERTERS
UNIRAC SM STANDARD RAIL
ROOF ATTACHMENT UNIRAC FLASHLOC OR
FLASHKIT PRO (OPTIONAL) g 72" Q.C.
VENT. ATTIC FAN
(ROOF OBSTRUCTION)
TRUSSES
6" CLEARANCE
DEL MAR, CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
VERSION
DESCRPTION DATE REV
NffE AL RELEASE 0913W2023 UR
<
C)
<
LL
_j
(D
Lu
clf
4
Lo
I-
x0>mc?zQ_
Lij
=
0
—1
CD
LLJ
UJ
Llj
N
0
(6
LL
U)
LLJ
co
=
U)
9
Ln
N
Lli
T_
N
a_
SHEET NAME
ROOF PLAN WITH
MODULES
m
m
��q`t1iEe€&i#@@fBEd
MODULE TYPE, DIMENSIONS & WEIGHT
NUMBER OF MODULES = 24 MODULES
MODULE TYPE = HANWHA Q CELL Q.PEAK DUO BLK L—G!O+ (405W)
MODULES
MODULE WEIGHT = 48.5 LBS 1 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 4 FT SQUARE CORNERS ARE
BUILDING CODE (7TH EDITION)
REQUIREMENTS.ALL BOLT CAPACITIES ARE BASED ZONE 3
ON A SOUTHER YELLOW PINE (SYR) 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
COONTRACTMOURTO 1FIELD VERIFY THAT CMEAN ROOF �0 22�
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 i
HOLES. f
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 RIOTED.
ALL SOLAR RAILING AND MODULES SHALL BE
INSTALLED PER MANUFACTURER INSTRUCTIONS. �CtOL'�
�1�� "22266
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.
ROOF ZONING AND ATTACHMENT PLAN
ATTACHMENT TACK- MENT SPACING
ROOF ZONE SPACING WIDE UPLIFT
ZONE I 6 -0" 4 FT-34.6950
ZONE 2e.2r.3 61-01, 4 FT -48 1950
NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFAC
INSTALLATION GUIDELINES AND ENGINEER SPANS FO
ATTACHMENTS A
'_ONE 2r IS A 4 FT WIDE ZONE
\LONG THE RIDGE
Fz00F #A
LEGEND
i A66J
403U �
ATTACHMENTS SPACED
AT 72" O.C.
_..
RAIL
TRUSSES
— WIND ZONE 2
CORNER WIND ZONE 3
\\"
01
`ae gk�. op°-,°0.A,o-
No.
T TE OFrge�
V
s PEI�` / % '�` EXP 2(28l25
DEL MAR, CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL.
CHAT.POIVUR.COM
VERSION
DESCRIPTION DATE .REV
WrIA L RELEASE 09/3072023 UR
PROJECT NAME
U)
n
o
LLB
0
�
Lij�
Z
P
g
u n
(�� „ ,„
4
Lo
ui
SHEET NAME
ROOF ZONING AND
ATTACHMENT PLAN
M,
NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM)
LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S)
INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR
ATTACHMENTS
SEE ENLARGED VIEW
U
ATTACHMENT DETAIL
1 SCALE. NITS
(N) PV MODULE
(E) ZX4"TRUSSES @ 24" O.C.
SS SERRATED FLANGE NUT
END / MID CLAMP
PV MODULE
UNIRAC SM STANDARD RAIL
SS SERRATED T-BOLT
a.,
(E) COMP
SHINGLE
ROOF
2.5" MIN. EMBED.
ROOF/DECK
MEMBRANE
ATTACHMENT 2 DETAIL (ENLARGED VIEW) SCALE- NITS
(E) COMP SHINGLE
ROOF
130
--- 120 115
115 130
/ 12e I
150
fates:
1. Ya} e e aaaVZ.1 4-ign 3---d Pat
.i"d .1-4s in mil.. Per h-, (./.) t 31
f, (Ift) bwe ground far EXP.— C -t-
-90 1
2. Llntr interpojatian com—
U pormitted,
PT - 705 Y..-"
150
9-10;
Figure 16e9A Wind -Borne Debris Region, Category 11 and ill
Suiluings and Structures except health care facilities
UNIRAC FLASHLOC BASE MILL
5/16" X 4" SS LAG BOLT
W1 SS EPDM BONDED WASHER,
2.5" MIN. EMBEDMENT.
—rX M Afivl^
tis
"It mn.'.
..3r
No. 5 803
ST, A F
-'0W,
A
lit 1 10
AM ED 11=4t23 EXP 2/28t25
DEL MAR, CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL,
CHAT,POWUR.COM
VERSION
DESCRPTION DATE REV
WMAL RELEASE 0913012023 U R
PROJECT NAME
< CD
< —j C:)— (6 T-
3 —1 4 C) 0
LLJ Cif Lo -'T (if
< 3: Lij 'r- LLJ T
Lij L1j LIJ
-j -j LL m
Lj-
T-
LJJ Z < C\1
U)
Cn T- LO 5�
o C'14 Of 04
N LO
:J- C-)
Lli CL T
w Z <
N CL
SHEET NAME
ATTACHMENT
DETAIL
SHEET SIZE
-
ANSI B
11" X 17"
SHEET NUMBER
®.
^`mmmo/v,,'
SOLAR MODULE SPECIFICATIONS
vMP IMP voc ISO TEMPERATURE
MANUFACTURER / MODEL # (V) (A) (v) (A) COEFFICIENT # OF MODULES
OF Voc
HANWHA Q CELL Q.PEAK DUO
BLK ML-GIO+ (405W) 3739 1033 45.34 11,17 -0,27%/K 24
MODULE DIMENSION 74.0" L x 41.1" W x 1.26" D
AMBIENT TEMPERATURE SPECIFICATIONS
CONDUCTOR CONDUCTOR
RECORD AMBIENTTEMP TEMPERATURE TEMPERATURE
LOW TEMP (HIGH TEMP 2%) RATE (ON RATE (OFF
ROOF) ROOF)
_V
SYSTEM SIZE - 24 x 405VV = 9.720 kWDC NOTE
24 x 325W = 7.800 kVVAC 3/4" OR GREATER EMT CONDUIT
RUN INSIDE ATTIC METER NO 8347760
NOTE: PV BREAKER CALCULATION: (24 X 1,35 X 1.25 = 40,50) -50A
INVERTER SPECIFICATIONS
MANUFACTURER l CITY NOMINAL OUTPUT
MODEL# VOLTAGE
ENPHASE ENERGY 24 240 VAC
108M-72-2-US
NOMINAL OUTPUT
CURRENT
I 35A
34' 90(l 75" SERVICE INFO.
INTERCONNECTION UTILITY PROVIDER: DU ENERGY FL
MAIN SERVICE VOLTAGE: 240
120% RULE - NEC 705 12(&)(2)(3)(b) MAIN PANEL BRAND: SO' RE D
UTILITY FEED 'SOLAR CURRENT MAIN SERVICE PANEL: (E) 2 (A
150A + 40 50A = 190,50A MAIN CIRCUIT BREAKER RATING: (E) 150
MAIN SERVICE LOCATION: SOUTH-EAS
BUSS RATING x 120% SERVICE FEED SOURCE UNDERGROUND
200A x 120% = 240A
(24) HANWHA Q CELL Q.PEAK DUO BLK ML-GlO+ (405W) MODULES
08 MICRO -INVERTERS IN BRANCH CIRCUIT #1 (24) ENPHASE ENERGY IQ8M-72-2-US MICRO -INVERTERS
(03) BRANCHES OF 08 MODULES EACH CONNECTED IN PARALLEL PER BRANCH
(N)ENPHASEIQ
COMBINER BOX 4
BI-DIRECTiONAL
X2-IQ-AMI-240-4
(IEEE 15472018) UTILITY METER
!-PHASE, 3-11J,
llv;
(NEMA 3R RATED)
120V124OV. 60Hz
Q GA7EWAY
150A
OUTSIDE
(SOUTH-EAST)
E) 200A MAIN
1_
08 MICRO -INVERTERS IN BRANCH
CIRCUIT #3
SERVICE PANEL
WITH (E) 150A
MAIN BREAKER
(TOP FED)
A B
-- --- -- --------------
OUTSIDE
50A
(SOUTH-EAST) C
J,
F
(N) 50A PV
BREAKER
ENPHASE ENERGY
OUTSIDE
IQ8M-72-2-US, 240V
MICRO -INVERTERS
(SOUTH-EAST)
TERMINATOR CAP ON LAST CABLE
EXfSTING
CONNECTOR Q CABLE (TYR)
GROUNDING
SYSTEM
WIRE
CONDUIT WIRE CITY WIRE GAUGE
WIRE TYPE
TEMP, WIRE AMPACITY (A)
TEMP,
CONDUIT FILL
DERATED AMPACITY
INVERTER
DESIGN CURRENT
GROUND GROUND
FEEDER
VOLTAGE
TAG
RATING
DERATE
DERATE
(A)
QTY.
(A)
SIZE WIRE TYPE
LENGTH (FT.)
DROP I(%)
A
OPEN
12AWG
Q-CABLES
901C 30
0.96
N/A
28.80
08
10,80
HARE
BARE CIS
06 AWG
50
0.89
GND
NM-B
B
3/4" EMT 6 3 10 12 AWG AWG WC TH`WN-2 CARBLES RUN
E
90`C 40 30
0.96
0.8 l'o
30,72 28.80
08
10.80
10AWG THWN-2
30
0,27
INDOORS
C
3/4" EMT 3 8AWG
THWN-.2
75'C 50
0.94
l'o
47,00
24
32,40
10AWG THWN-2
5
0,085
TOTAL VOLTAGE DROP
125
ELECTRICAL LINE DIAGRAM WITH CALCULATION
SCALE: NTS
".0
A
E N
03
n I
VqM_
S 1 Ot24/23 EXP 2/28125
DEL. MAR, CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR,COM
VERSION
DESCRIPTION DATE REV
INITIAL RELEASE 09/30/2023, UR
munaffiffilmamm
<
C)
<
r-
0
z
D
C)
U-
')
>-
ui
Q�
ui
cy)
UJ
0
>
M
CID
Z
CL
L_jli
0
CD
LIJ
LLJ
u__j
0)
Lij
N
0
U)
o
Lli
z
<
c\1
U)
Lo
<
0
C\J
N
Lo
-i
co
Ili
a-
*
N
CL
SHEET NAME
ELECTRICAL LINE
DIAGRAM WITH
CALCULATION
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
PV-4
SIDES MAY BE ENERGIZED IN THE
OPEN POSITION
LABEL LOCATION:
AC & DO 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 69&59)
LABEL LOCATION
MSP
(PER CODE: NEC 690.13 (F), NEC
705.12(B)(3-4) & NEC 690.59)
LABEL LOCATION:
RAPID SHUTDOWN
(PER CODE: NEC 690-56(C)(3)
LABEL LOCATION:
AC DISCONNECT & COMBINER
(PER CODE: NEC690.54)
LABEL LOCATION:
SERVICE PANEL IF SUM OF BREAKERS EXCEEDS
PANEL RATING
(PER CODE: NEC 705.12 (B)(2)(3)(B)
LABEL LOCATION:
CONDUIT, COMBINER BOX
(PER CODE: NEC 690.31(G)(3)
LABEL LOCATION:
MAIN SERVICE DISCONNECT / UTILITY METER
(PER CODE: NEC 690.13(B))
A
0 C E
SOLAR PV SYSTEM EQUIPPED,ro
No, 85003
WITH RAPID SHUTDOWN
-,0. STA OF
R
TURN RAPID
SHUTDOWN SWITCH
SOLAR FLEICTMC
TO THE "OFF" POSITION PV PANELS
TO SHUTDOWN PV
STA 1 4/23 EXP 2/28/25
SYSTEM AND REDUCE
SHOCK HAZARD IN
ARRAY
I-ABEL LOCATION
AC DISCONNECT. DC DISCONNECT. POINT OF
DEL MAR, CA 92014. USA
INTERCONNECTION
(PER CODE: 605 11 3 10) & 690,56(C)(1)(a))
DESIGN SUPPORT DAY OF INSTALL.
CHAT. POWUR,COM
VERSION
DESCRIPTION DATE
REV
INITIAL
RELEASE 00130/2023
UR
CAUTION
PROJECT NAME
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM
THE
< CD
(n IT-
c/)
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
<
LL
zn CD
<
<
LIJ
Q� Lo
uj co
> co C)
IICL
Z
ui
--I CD
w
CL
<
Z
—j LL m
C)
Lij
N
LL
>
0
U)
< cj
LL1
z
U)
------------
<
U)
<
N
0
04 cy-1 C14
LO
ui
----------- F
LIJ Z
:D
N D_
I lit
SHEET NAME
(N) PV ARRAY
WARNING LABELS &
(N) COMBINER BOX
PLACARD
(N) AC DISCONNECT
SHEET SIZE
(E) MAIN SERVICE PANEL
ANSI B
(E) UTILITY METER
11 " X 17"
SHEET NUMBER
PV-5
385-41OWp I 132Cells
20-9 % I "I'll", - I - didg-F-Mejen-r--v
�qy
The ideal solution fbr�
Rooftop arre,,rp
tesidKftial bugdng�
Breaking the 20% efficiency barrier
A,J"44",
A reflable, investment
Wonwft
Enduring high performance
Extreme weather rating
'M
_VP je, r4'
Innovative all-weather technology
The most thorough testing
programme in the it
106zx
0 p-
SERIES B L K M L
is
P Mechanal Specation
T-1 Ai
V'k'1,cA
FrOM C6wT
B4d< cVye€
r7, Ana
Pame
Du/k
Z2
jullevAn tmx
2 'Yo3 ,98'm 2 36 r, - 0 FIm,
C&O'.
4:5Uv ', 49 2 b �'!S 2
conector
111-trA MCA
a Electrical Characteristics
4 A E q 4k1111C C" j",
paavw at Wr '�v tP11 395 44,'Y') 4;�Y5 4U)
shwt CUCUI ctsm"t A, 3 04 ft07 "I"10 r 14 -Tv 1120
open ckcuft vdtage 4 � 15) 45 231 4521 41-301 5 45 34 4 15, 21 i
rwaw. al MPP vu;9 a 65 111) TI t0,77 V,' 83 219
Vdtageatwp 36-MIS 35 62 iol K"
*7'2 173" 37, 54 mxy'
E N'CAN/'A� C;Pf DIT DNI
camp at WPP IM's 2W2 6 2W63 Kxl X418 10117 Ell
ShCA C'UnA cam.—M 8,91) 892 a 95 897 9 W" 9f'13
open, cirvA :V! 42,62 4265 42,fXJ 42,2 4211f 4-2,!9
cme"t V MM _X9; 941 SAW 362
V] '34, SA ?A 81 0 3 35,25 15 46 31163 '04'AtWje V_ WPP'
-"c 0r "'&r , MA
Oreft PEWOMAWC WARRAMW PERFORMANCE AT UM UWAVANCE
oam'; fnv V"e�'edm
0,51, 94
"Wa eawl flwmu
org'�-. s,m t1 yw'
2vi' Z"
1134MATUREC00FICEWIS
-ffvffslwe caeffsd#m or f": K'34 Tompeawle Cr, w'sdera of V_
-Te"Wattwe Coelf�ci*nt Rom, as 4 Nwirwi Mc>duo OpervAing ToaTeratufa,, NINY
Properties for System Design
maxnSm Tfstam vonage V-4 OAS$ It
r&AnV_-n svies Puse Rat ov 2" Fire RW4rq baW, mt Ark S WL 61730
mfix Des r Loant, Pusiv F'J" P d Mod-* TenVerature
Mm Test Load" PWAI Pull £t, %P,, SA, , S,, 0" Corftruass Duty 4"
a Qualifications and Certificates
UL 6�7rj CE-0.40M
S"aAyco"am,fl P"� -1" W'Wr4aluj'
C E
A ILI11'11�121;1'
M ocells
DEL MAR, CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL.
CHAT. P0'VVUR. COM
VERSION
DESCRIP F1ON DATE REV
1NMAL RELEASE 09/3012023 UR
PROJECT NAME
<
C)
C/)
<
C/)
T—
'c—
_j
c)
C:)
LL
Lij
3:
LIJ
cr)
T--
LLJ
T
X
0
>
M
C?
z
LIJ
0
_J
CD
W
_j
LL
M
N
<
Z
v-
Lij
0
U)
_j
0
LIJ
Z
_j
co
=
cf)
LO
<
0
04
CN
N
LO
c)
LLJ
a_
*
W
Z
D
<
N
a_
SHEET
NAME
Blow=
M
11MINISM509M
ENPHASE
Z_Z_7
1Q8M and 1Q8A Microinverters
our nreves, 108 sacroirmerter. are tfte kxLstry's first mucrogrki-fonring, =,ftvvare debre',q
mcroirvorlers with srAt-p has e oust or coc ave rwon c a patAtty to convert DC power toAC
porver v"Iciently, T h ebma-ofthp semkonclLctor-ismocim, to rexriverter is a of propri eetar y
a Pra=tIcn speafto integrated ctrcu It W. C) vWnicsr enables the rrOmirr"ear to owase In
<yb.1,-tjed,c,f off -grid rnodes, Thischar Is bteftirr advanced 55ran tecdwdwgf with Nghspeesl
c29ft ad wjc arict msuperfast reWmrste tgro to aodglide tints, affeWathg,
constraints on battefysting for fiome em-c ,III systerm
Part of the Erathase, Enargy System 08
Some microlry"i4rtaws rrtegrapii With tfm
n,Sallney, 100ateway, avid the Eromse
App moriltorktag and armiys6s saftimare,
c�cinvecl FIV rnisclukoi qiAckh, and easly
*4 K18 sahP6 uvng the
l^zitxfedQ-DCC-2adagrercabievtith
phQo, -pery MC-4 ccrvvotar?,
'OnIii'mimm 11zofedvrV1' R� Amn I m ;_L �xi
`-
'-"A ,M Wid 'X�AASMr'A' eie. -aft"_, NIN
Q 2Q22 E n ohasr Ermgy' At E'ha-^ Ine
eno'-Vo,' IWe 'I' F nyftm_'E"X,7% m'c orra
Q8 Son,% 0crokwixters redefirst
reArabilly standards vAth more than me
Men cumulavive I*uys of pvner -on
.m
testing, ennui g zu, e4uv" -lead h g
Initted warranty of L= to 25 years.
K18 F"Ws Miccoinwoters Are UL 11sked
as P11 RapId Sivooloan Equipmem ard
oorrfoxm with varicin regulariorm, afar
instafied accordl boaranufactvtos
ins tractions,
Easy to instal
LqMme#vt wdcompac, wilmpiv I 4-a-
play comactor's
lenvier Utlp_ CommurkwiDn, (PLC)
between cornponants
Faster o6th sire 1,vw--vWrP
cabling
High P-ductWfty -d m1mWay
Produce- power, e5im Wien ft girld is
Mom Char oa; ilin-n cts-dative -Ir"s
of testing
Class H dotdtle- irwufated endosure
Opliftzed for the West Ngh-pomwirad
Pv moddes
MI-OWW-f-mim
ComWw. vWth the latest advanced grid
Remote automatic u; tos for the
latest grw reqiArernents
conNur" to support a wde range
of geld proffies
Meets CA Roe 21 WL 1741-SA) and IEEE
1547-2r,8 (th- 3741-SS)
fikaz
cornrriom�iiuv'-� mrwtat Pa4"s,
W
M 460
291) - 5100
54-ceg
120n'—al-col, 8S-<;d, 132 72,-Qei/ 144,139 cro
k4wTvonage w'w
1
30-45
32-45
opefat"'ing mng�l
Is - 58
mkr' / ktax. ;;tart "choge
22/59
Max, DC vdiage
ru"eW,
A
12
Max, m.,olT DC sron W-1
A
215
Max, fly.Nium �,
A
20
ovm%woage ",was, port
D'C'
nA
PVwrayc,vwf,,qwxio,,a
',A Iof a3ars 7r f addtiom",
DC gw pmAec'For r*,sAedAC max-10Apef ltymr+,ohcvcvst
Prek,.,iutput soover
4
30,
366
325
349
tiara nal,'L L�, xtage_f mngp"
1(
240 il 211 264
max, co;'6rW Jpu uttmurm-r,
' Ase
A
135
t 45
NomnaA frequemll�
60
Extemftd freqemy rx, ge
47 va
3
Alm
2
Mwx, Lritz pef X A (L-L! brw�dhc�cuf0
t",
7otaftrumm,
5%
pcxl
41
AC mr, bec'0--mi cwr,,-vt
. A
30
k7ow, fmctr,� set%rVi
10
'and-'*d Pww factcir (adiustabfeS
10"351
peak e tCLR4wiof
'71
97.8
CK Wrvowd aftc-'sn-f
TT5
97
Mgto -time pomm Consunasn"I
60
Aftomf range
qoiatv- "'idty farqp
as re 100N. citorsdemrr93
DC Cow*clor ",yv,
W4
0imW*v7'1s W A W x, vj
212rr
occev
NAIW' is "-orweclim' - no fans
Appro'.'e-d for vots me"ons
yes
A" Y P. rj c r, d' a q e 0
PD31
Erc6mmm
C t a Ss II d a uCr«awk11m W ad. r A r as I4wr r mu tt a m ;x, i one ic ir n ckt sus e
ffirmirum cam g%rry /W expu=e r0mq
WM4 7'/�Y? 6 / tnAdmo
CA We 21 (UL 1741-54 UL 421094, IEEE 1547-'*,' X WL f741--381 FC C Part 05 Ciest 6, r-ES -OW3 dais CAN / CSA-C222 s*.X7,J -01
carlific-st M.5 Th,,tma.-to fX
UstadaaW Rapoi Stutdown Eq4men,
and. conformssreKEC 7014, WC 2017. sodNEC 14020,,=tkn 69012 andC221
W&y&1wq_ for AC
rrsax atn'
DEL MAR, CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL,
CHAT,POWUR.COM
VERSION
DESCRIPTION DATE REV
MTIAL RELEASE 09/30/2023 UR
990191011mum
<
C)
<
z
Z)
C)
LL
<
_j
c:)-
c'
(D
Llj
c)
I]f
W
W
=
0
>
Z
CL
W
0
C)
LLJ
Lij
__j
<
Z
_j
LL
_,r-
m
uj
N
0
C)
1
U)
<
c'j
W
z
LO
W
IL
W
Z
N
a_
SHEET NAME
m
SHEET NUMBER
PV-7
MI Wm
-ml
USTED
o, �earn rnoreabout Enphase ofllanngf�, rrsil pnpha5mgqm
T
Sr-nart
l �ncw,a e lva�clf coz'Wo,
mcjaedcr;y ffith
/;c
.he ',j-sarw, de4fect heat
0p-'2rjm'j Ac
Provicea"
Ipip
- M I " T
Aoun�s �"n
c pon s 'a am, t'—w ana 6� - cwtdun �?n uy
ph,q-�'nbm,,'welrs, flnel �inllcludeel�
80A s zw PV or V.0fAejebranch wcuils
Reliable
D,,w'ab�e NRF L cp� Thed NE,10A t"�pe 3R er�cfi:=,,re
Pive �ee-ar liwlcd, �,opunawy
I've C) ye w A I a '0 ""3" f- r --� e ry ' 1 t o f 0 g" .,tie atg e
bud, �w 2,-x,,,,,h 'he Ic nba-wr SK'V
psted",
Y240 Ahh, -240-ei ZPX2 �AH 240-d" c,',gnmy
I-, E "4 T201 8 0 't, I 7z, S K 3- Vrl,
ENPHASE
IQ UmiSiner 4/4C
M 0 0 E L KU44, 8 E R
a and �g
X'2-44', Wl- M','3-4 0-4
deffef'-;t
ACCESSOWES AND REPLACEMENT PARTS
s, mc-udl,.,
nwe'Ovj� �"v�w Hl§SZ�
FW(,l KJ
pu,'0A, E"�� SR2
2-l"W'," 504-2 2`141111."N
bfll-:4el"2 wo""e, faw" &X"M-
Fd/ V
'Lk, 2 A-'at�m
llox, ' 15A"�
ap I —w
ER11-K- '141111"Illf fl,
xt" 2CIA, ;V�2211'lo , � 11(1�irll ka sup""'v'�
EPU' C;l'
ELECTRICAL SPECIFICATWHS
Re
�3R ceaesmVla", a' i,'g
w"W" PS cu"4 a n 'i/' nv �a ",,y-
�MiA A�stnlllxulll�ll
Osvwey zk'�"
I UA A . ra I �n g a,'E, S r---w" "U'r, K u,
f,1,= £,,, ;I i
MEXHAWCAL DATIA
�Dfxdn
ix P'�
37 1 � 1
4 '9 , 5, 16 *1 'f, 4 1 193 5 g 5�';✓'c -r" Q C � v'l'. 'm t I a a A
Amar
tj +46'G (-AM""
Em"'onjume roa"""
cmrmtmcuon
wa nd, f"pu' 4
n C. r-u,P S0 A'�'Vl-- �0 pp P, c I ",
pe "01% a
�m-
'
A
"5mw'lm'W0
a tn �" -000 nvmem" (:�' Rliz fe'et
J'
INTER NET CONNECTION OPTIONS
AT F SOO,`, 'q,,,,,ufn
EM'll 5�"E %IiO � -1A, A I ',`-AG, L fE- �o' �a 'e-, an 'cr""
W ,'s Y,' a,, Fnpt n'v, I'mro,
COMPLIANCE
U,. N"-"� -2
DEL MAR, CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL.
CHAT.POWUR COM
VERSION
DESCRiP FION DATE REV
Nn AL RELEASE 0911-OY2023 UR
PROJECT NAME
<
c)
.g®
U)
0
-
z
'N—
<
CD
LL,
C�
Lo
4
'r-
X
0
>
m
9)
z
Lij
0
-j
C)
LIJ
LLJ
<
z
C)
7C—
LLJ
0u�
D
LL
U)
<
0
LLJ
z
U)
LO
N
F—
C)
Lr)
c)
Lli
T
LIJ
Z
:D
<
0—
SHEET NAME
SPE�CSH�EETS
ET siz
�—�SSHEET SIZE
ANSI B
11 " X 17"
SHEET NUMBER
PV-8
F---
PART # TABLE
1 PIN DESCRIPTION
1302045M UNIVERSAL Af MID CLAMP -- KLL
1302045D I UNIVERSAL AF MID CLAMP - DRK
3020SOM UNPIVERSAL AF END CLAMP - MILL
i302O5OD UNI LAE D MP - DRK
I___-__-_,____. --
UNIVERSAL
MID CLAMP
UNIVERSAL
END CLAMP
UNIVERSAL AF
END CLAMP
7=7
3
PRO LINE: I SOLARMOUNT
DRAWING TYPE; I PART & ASSEMBLY
UNIVERSAL AF
DESCRIPTION: ;
1 CLAMPS
REVISION DATE: 1 9/28/2020
Em
I X ' 4"-i."
u 46mm
WDDULE FAW4E
f V2
m �gff 'A;
rnDRAWTNG MnT TTn SCALE7�
r
ALL DIMENSIO;NLSA�RE
NOMINAL
L�j
KCAL CCE[
SHEEN"
BOLT LOCAMON
J' BOLT LOCA THON
sPUNIRAC
1411 BROADWAY BL�T� N
ALBUQUERQUE, NM 37-.02 U'��'A
WNW 'IT NTR,/-XC,C0M I
m
PRODUCT LINE;
- --- -------
SOLARMOUNT
DRAWnTG, TYPE.
P.AffF DETAIL
DESCRIPTION:
RAH,
REVISION DATE*-
----- -----
October2016
Standard Rail Lengths
132"
168"
208"
240"
NOT TO SCALE
11Cj,7N 17,;1, (�, 'JLI
VO4
ALLDRAWING
LL, �MZINA-
L DWIENSIONS ARF NO
PR()DUCT E PROTEC,TED B
ONE OR MORE US PATENT',
E 21
OT
LEGAL N ICE
DEL MAR, CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL:
CHAT.POWUR.COM
VERSION
DESCRIPTION.
DATE REV
INMAL RELEASE 09130/2023 UR
PROJECT NAME
<
c)
z
Z)
-j
—
>-
<
LIJ>-
3:
Lu
m
uj
o
z
ui
UJ
LJJ
<
z
-j
0
LL
m
"r,-
Lij
N
0
u�
C)
LL
U)
Z)
0
LIJ
U)
I
Lo
N
I
Lo
c')
Lij
U
N
CL
SHEET SIZE
ANSI B
11" X 17"
m
8OUNIRAC
was
an
BETTER SOLAR STARTS HERE
PRT SPECIFICATIONS
NEMA 3R Rating
UL1741 certified
8"x 8'x 1'
. Included hardware: 4-self drilling mounfing screws for optional rail mm
SOLOBOX SOLOBOX JUNCTION BOX 8
5OLBBGX-0 SOL OBOX JUNCTION BOX WH H DIN RL 8
DEL MAR. CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL,
CHAT,POWUR,COM
VERSION
DESCRPTION DATE REV
ft-FAL RELEASE '09/30/2023 UR
PROJECT NAME
<
U)
_j
z
—j
j —
C)
(D
M
<
LIJ
(Y—
4
Lo
5
>-
m
0
>
M
CD
I
Z
CL
ui
:r
0
—j
C)
W
LJJ
—j
<
Z
j
LL
m
,
uj
N
0
U)
(D
<
C\1
Lij
z
U)
I
M
T
LO
N <
0
(N
Lu
q-
F—
UJ
Z
D
<
N
0_
SHEET NAME
m
m
r—
taton DG222URB
Eaton General duty non -fusible safety switch, single -throw, 60 A, NEMA 3 R,
Rainproof, Painted galvanized steel, Two -pole, Two -hire, 240 V
Product Nane Cataiag Number
Eaton general duty non -fusible safety DG222URB
switch
UPC
782113144238
Product LengthlDepth Product Height
7.38 in 14.38 in
Eff,&ATON Product Vhdth Product Weight
, Pow--tru"B ju�sutvss 8.69 in 9 to
"I'larranty compliancas
Eaton Selling Policy 25-000, one (1) year NEC 230.62 (C) Compliant Barrier
from the date of installation of the
Product or eighteen (18) months from the Certificatior's
date of shipment of the Product, UL Listed
whichever occurs first. Catalog Notes
WARNINGr Switch is not approved for
service entrance unless a neutral kit is
DEL MAR. CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL..
CHAT.POWUR COM
VERSION
DESCRIPTiON DATE REV
WMAL RELEASE 09J30/2023 UR
191111,9511ROM
<
CD
0
Z
C)
_j
C)
>—
-
T_
<
UJ
cy
"t
Cr
—
3:
Uj
Lij
5�
0
>
Z
Lij
0
__j
C)
[JJ
LJJ
<
Z
T_
0
<
Lij
CO
Z
T_
U)
T
Ln
I—
<
0
04
C'q
1
C)
N
>_
LO
T_
c)
Lij
CL
T_
LIJ
Z
D
<
N
CL
SHEET NAME
M
M
FLASH LOG
INSTALLATION GUIDE
FLASH LOC
s "UNIRAC
on
an
BETTER SOLAR STARTS HERE
FUSHUN �s dfim"noUn flor ---inoz� refler", .Jdra"",f'S, 7'he �-�-('.Hiuml, install-,";
-,"l'XufWtd aluls, f v d"
5
pr, L t nuifaf .au. SASH01, s; S L N11,CMA, 9, 0',
h I Ianid"ham'W""i "JIXP`�Iufl"-
i . .. .. m, eni c -.. L3, of � t �,us'� diiverlt - a er, LOC it outtl
'21JUNIRAC
OWN
WE
BETTER SOLAR STARTS HERE
PRE-IINSTALL
r 'k I � 'n r ne,, fau n I al ,, i i 1 t ;a I t r I]i v J I �; g i k es I - c w k d g ,
-uuru, mt�k,,- -,,Mm J �v,,O hu-at, r,.,, u, k i 1 0 c a t a i sai
At eadh, location, d03 as "V32' o,,flot halv,, Clcomchlirf, f;Vs, anodl m
Next, MCKTIHIL M' P 0 HS .,FAi fl- - j 1LAN,
E,
ue Sp-
5
STEPI.SECURE
a f LASH!-f,,JC ,rver �,'Arl `hcl�s -,tvW at'T, AJ,n IC lwc "m, "'de's �31'
0,
m ;m,� ovnth chalk Pass 5n,�dmdrea, ar"u" x, hce— �hn lriuer'i, FIASHIF'.rmita, Jlcl
1N a ,dle, D., ve ,ag bCw-M fy"wur, ,z eld"i'm v cc
'he iH01,0 in, Hue -,,Pa"hMg,rv,k,;hee vmbar c e g,t"he 0&,"t"a nheo
pu� lannam" appiiEUIL
STEP 2: SEAL
n,zprf tip 04 UHR MIC prooh,-Jwd "eabNA, In";c pm , em r, , ta"'! I "saaear"Al ,"c- b"AII 'fen,
C!Onobinmua nstaflafifjv., — a!"ar'n3riv to auae -,,,, �?,vif ',pr,, ,i ,;,v dpd T , " � -
"vNhen FLASHLOC �s kastalled ovwr ga,,,p, simhi,,�Ie '�",bs ve-1,114c, a� min"T.s
w
M Ug oin- It i n. 1, tvHYA mdam ateom m ,ura and u, s,xs, shMglc
USE ONLY LWIRAZ A NPROVE0 SEW ff S� Ehv-- e�4 "'Tflv, o�,agdl vo",� "'A /�m
DEL MAR. CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL.
CHAT.POWUR.COP,A
VERSION
DESCRIPTION DATE REV
NFTIAL RELEASE 09/30/2023 kip
PROJECT NAME
<
c)
0
z
:D
Lj—
<
')
—i
c:)-
0
(D
T-
<
LLj
0�
4
Lo>-
C)
E
3:
Lij
m
-,r-
ui
T<
0
>
1%,')
91
z
uj
0
-J
C)
W
-j
<
-j
LL
0)
uj
N
0
U)
c)
LL
U)
<
ai
z
U)
co
=
LO
<
0
C\J
N
LLI
LIJ
Z
D
<
N
CL
SHEET NAME
m
SHEET NUMBER
W,
FLASHKIT PRO
WUNIRAC
qown 0 BED is SEEAL rrwc,,�x3v
FAHKIT PRO ith,, fe il ,fln'tin, lroffeig hipeneLSsfcoqplet" sdi,i3f slsetwrmesMtd
SHED & SEAL Tcchriology a vine'ather praof sydem WWI pmoss te AM pre"fe""flain,, apinist �4` Wks,
Mted of 110 I,-,,acks foi n,"my'kniurn convenience, Rnhigs and 1r-,,,iadvv'ia1e auie available i,,n VIM of 111101,xk f�lnish,,-s,
WhIh FLASHM [No, havi:-�f "�Reg lythinyvu n,
w eed fiat, a tpick, prorlhesisionnal insztaliafion,
TRUSTED WATER SFEAL FLASMS
WMR COMETE SOLUTEDN COMMENT 10 PACKS
f Wware Packaged fai sped itid ease, 0, handfling
FLASHKIT PRO :F-` U N I RAC
INSTALLATION GUIDE aoms 0BED& SON now my
FLASHM PRO IS THE COMPUR RAMA ANO ADACHUM SULU TI(31!" N R(n)HIP,,
INSIAU FLASHMI fH,X:40,,,
ouw Q who am sw MR to W no k me MAhmm
;Xwg hm emn imf jilwhomm,
1W a PY Akinde it vach in! dfunmra. 91 each PRO has
in
SUP 1 INS-1111,115,4LIL FLASK!]' PRO � LASHINILIG,
And JU lum RNQ
1A to IRV IN 51 the iJ the u,�,uf,.Jope, S',!�de,,
'he w4un, low, MaJawroh te mv; 2 Aqws 6m* qp
it" bw No IM We'a w"i"m ar, al Mx h M to
Anxi vW 4 Rw Wit ml; th ;Uk hm in Me md N www
he iaked 4,4e lo lle la'sff;anieg' 10 3v P dw let in me; ad. WE i
CANd MW7 U HU"g WM Wd ads 90 We MW vs 0
f00T
STEP 2 11KISS"711i L L 11L-
i LWW, aFt I HN i We p4c e by pasmg lit mAdW Ag
0, xif", p"e-;�w"'a"hd FRAY "'I'mou"
'be L foof Tou Ovnvw�, hic"he m !hhue Cc
AHAM 1 W! M RU
AQ 0 ky as mmu wo to to a vem wrl T dMA, J -
am A N Gum a Te inowfe 1 no vsksixonchad
Uw sue, aske whars me YMPM fmqurs apik"t
R094 06 Am 2 M ad ON mxmmh Mir,
STEP 11 XF MCH Lf OOF TO RAIL
arri, fi'ie hn:""'vv,
d sep"o, atYI, �,ai ee !!. Wv; I Won me soc xg Romeq
zhe my
Wn to Rxi agnam Ew Aid and mad Me Wal end 1
e� -m -�n it�,e - I -""unur 5,,ee
0 Ba'HH", c 'ri v
to MU twaik te nt ut thi ", n�R, vnf��uv-"',e" J4,
wipted AwMe wir We the V3 t,,.,,qgfe iir ie, �' lnovf .'wd
ftgaugmem Repel sful3umdaRL
a4h aT had. Alum 0 in! W601 0 be RA aW mqm exth
houb It 1",
DEL MAR, CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL.
CMARPOWROOM
VERSION
DESCMP71ON DATE REV
VITAL RELEASE 09/3012023 UR
PROJECT NAME
<1
C)
(Uf)
Za
Lj-
I
C3
be
C)
0
<
LIJ
COY
Nil
L0
C)
MT
M
COY
>-
Ljj
Q
—
LiJ
==I
cr)
C)
9
a7v
LIJ
0
LIJ
Luli
W
<
z
Lh
T-
0
(f)
Y
LIL
F—
U)
:-D
CO
W
Z
cy
C)
0
N
> -
LO
T-
C-)
LJ
LLJ
1)
NJ
Cal-
MOMMANINEMEM
SHEET SIZE
ANSI B
1 V X 17"
SHEET NUMBER
CODE COMPLIANCE
wast SM NOTES, '
SOLAR I
@ a
0,1 r I PAGE
UL2703 CERTIFICATION MARKING LABEL
unr rac 5CL?.RMOUNT is listed to L, L 2M3 Certification mar king i. eirhossed on all rr,d clamps as shown LoeLs with Uili
addtt onai iltformation wriit be provided After tyre -acking -ystem t,y assemcirda single bbet shot; d be, applied to
tkte Sol ARMOUNT rapt at the edge of t he array Befoire ap tying the abet, the miners of the i abe[ that dr, rroti: pertain to
the 514,1temr being rPstalut.4s t .usi oe removed <a tr'ia8' only the .ts2tak€rid p sem tYt`e is showing.
,�- C US
2.66909
wil"SM""i""n
is',
Isis`q p �UUM, I iN PACE
NOW:
BONDING MIDCLAMP ASSEMBLY
BONDING MIDCLAMP ASSEMBLY
A n :d mn 'hsfs,n. sac e:
n , vp -r �e .rnu.e....rre
—d Za-tan-b_o. d—du[e to Csua
ha. a' s--1 e..-co
t� z . 51 —i --ma
gft t .. ,eh .a?`.nc-trace- la,.d,aa,-ossd.=:. ?. L,,d
ouu " --a sNr ra z
BONDING RAIL SPLICE BAR
o,pif. be
d� c
sa a,a re
BONDING MICROINVERTER MOUNT
s x
mt... T ko-, urdev^,
3
RAIL TO L FOOT wPBONDING T BOLT
ate w r rt
F
>rarsr
Sd{J�
coy,
WEESU46 Ail 11-sco UGr
RACK SYSTEM GROUN0
"'" . uw .�„;,.>:, « t
r.A
O asa
ES
t -
1
M
/
1 xp t3
Jf,A.y
d � s n -: ~
'
E
PAGE
1 ..fd5;
=...> u,-e. ..ee�; ..: ,2 ¢,s+T ra.
i
V
PLACE T-BOLT INTO RAIL & SECURE SECURE T BOLT. Apoly Anti -Se ze c
ALIGN POSITION INDICATOPh Hard
BOLT.-.nsert 3j8-T-botr into raiL at bolt Rotate, boit into posithim
hchten nut, Furtit oar{ alignment is
L-foot toc.aelons. Appty Anti -Seize to
comp#eta. Verify that position-rndica-
bctt. Rotate T-bcrw° inTo position.
to an bolt is vertical fperpendiaaGar
to ralrt
ALIGN €#AILS.Atigrr one pair of rail
ends to the edge of the rnstattatton
area The opitos=te pat, Gr rasi ends
"ti overhang ins3al ation area. €TA
no, Frim the; rr off until the krrs'at-
tation's rompte e Ir he rails aie
verpendic�jtartothe afters, the,
eird of rlols, can f e aligned, nexe
the fits* module misthe nstaired at
the aligned end,
if the rails are par'alted to the rafters.
the aligned and of the iai;s must Pose
tile lower, edge of the. roof. Securely
tighten arthardware after aintr.rriert
f5 carnrl£ete.
CMcunt modules to the ra s as soon as
poss_ibie:_ Large ,emperature changes
may bow the rails =.rvithlr a few hours
if moauks p€acement is seta fed.
�`"a>s5"Ptrpy;
Edge p
W 11: S M drop;; aiLAK
was APPENDIX
IN
1111
umI UNIVERSAL a,. �,al.A��P '! , . A — '111— 1 PAGE
STEP 1 Position clamp to align STEP 2: Rotate damp clockwise 2/3
T-oottwith rail,slotLower clarr,p oaaturn toenciageT-bolt!rideraft
and lnsvTt 1-boil ¢roil, rail slut
STEP 3: Place mad ale at least 3j4' STEP4Wimie nppiyFng pressure iris
from end of rail and position clamp hold the clamp against the module,
against modiste namepush down cn the ono€ulis slue rt
Dire comp cap-
i
STEP 5: When the rap con; cts the STEP 6:l "gh_e^, croft and twgpe to 15 STEP _ Confirm, clamp is engaged .n correct module height pasttlon Ard that
rrtcdeie roamer, reterse alai a iwLL it-fbs. the fop of the cep'rs siting ;ewer with the riled uto frame
ro ergage to the ctarnp base-
DEL MAR, CA 92014, USA,
DESIGN SUPPORT DAY OF INSTALL,
CHAT.POEJVUR.COfA
VERSION
DESCMPTlON DATE REV
INITIAL RELEASE 09/3012023 UR
PROJECT NAME
SHEET NAME
SPEC SHEETS
SHEET SIZE I B ANS
Ai
1 8Ig X 07"
SHEET NUMBER
11
SSA
GROUP"'
Certificate of Compliance
Certificate: 70131735
Project: 80173532
Issued To: Unirac
1411 Broadwav NE
Albuquerque, New Mexico, 87102
United States
Master Contract: 266909
Date Issued: 2023-06-16
Issued by: M, HOffv'4`1�
Michael Hoffnagle
CLASS - C531302 - POWER SUPPLIES - PHOTOVOLTAICS-PV Racking and clamping systems
CLASS - C531382 - POWER SUPPLIES - PHOTOVOLTAICS-PV Racking and clamping systems -
Certified to US Standards
C CSA
10 GROUP"
Certificate: 70131735
Project: 80173532
Master Contract: 266909
Date Issued: 2023-06-1.6
�
Models: SM T - iSOL ARMOUNT Flush -to -Roof is an extruded aluminum rail PV
racking system that is installed parallel to the roof in landscape or i
portrait orientations.
ULA Unirac Large Array is a ground mount system using the SolarM.ount
(SM) platform for the bonding and grounding of PV modules-
Solarniount
The systern listed is desigried to provide bonding/grounding, and mechanical stability for photovoltaic modules.
The system is secured to the roof with the L-Foot components through the roofing material to building structure.
Modules are secured to the racking system with stainless steel or aluminum mid clamps and Aluminum end
clamps. The modules are bonded to the racking system with the stainless -steel bonding mid clamps with piercing
points. The system is grounded with 10 AWG copper wire to bonding/grounding lugs. Fire ratings of Class A
with Type 1, 2, 3 (with metallic frame), 4 (with trim), 5 (with trim), I 0(with metallic frame), 19, 22, 25, 29,
or 30 for steep slope. Class A with Type I , 2, 29 or 30 for low slope. Tested at 5" interstitial gap which allows
installation at any stand-off height.
The grounding of the system is intended to comply with the latest edition of the National Electrical Code, to
include NEC 250 & 690. Local codes compliance is required, in addition to national codes. All
grounding/bonding connections are to be torqued in accordance with the Installation Manual and the settings used
during the certification testing for the current edition of the project report.
Thesystem may employ optimizers/micro-inverters and used for grounding when installed per installation
instructions.
UL 2703 Mechanical Load ratings-,
Module Area up to 22.2 sq ft
Downward Design Load (lb/fl[2) 1115
Upward Design Load (1b/ft2) 50.7
I Down -Slope Load (lb/ftl) 116.13
Module Area up to 27,12 sq ft
I Downward Design Load (Ib/112) 33=9 i
Upward Design Load (lb,W) 319
Down -Slope Load (Ib/ft2) 16,5 1
DEL MAR. CA 92014. USA
DESIGN SUPPORT DAY OF INSTALL.
CHAT.POWUR,COM
VERSION
DESCRIP710N DATE REV
INITIAL. RELEASE 09/M2023 UR
PROJECT NAME
<
a
z
LL
_J
LIJ
[K-
Lo
4
0
>
M
C)
Z
UJ
0
_J
C:>
LIJ
Lij
_J
cl)
<
C-4
LIJ
M
Z
=
C0
:J
L0
M
UJ
LU
Z
D
<
CL
M
M
Engineering Alliance, Inc
Unirac
1411 Broadway Blvd. NE
Albuquerque, NM 87101
Tel-, 505 242 6411
Attn.: Engineering Department
Engineering Alliance, Inc
https,,Ilwwlv,erig-aitiorice,com 'I
Subject, Engineering Certification for the Unirac SOLARMOUNT Flush Rail System to Support Photovoltaic Panels.
The Unirac SOLARMOUNT Flush -to -Roofs an extruded aluminum rail system that is engineered to hold most framed solar
modules to a roof structure and installed parallel to the roof.
We have reviewed the SOLARMOUNT system, a proprietary mounting system constructed from modular parts which are
intended for rooftop installation of solar photovoltaic (PV) panels- and have reviewed the U-Builder 2.0 Online tool. This U-
Builder 2,0 software includes analysis for the SOLARMOUNT rails (�M LIGHT rail, SM STANDARD rail, and SM HEAVY DUTY rail)
with Standard, Universal AF, and Pro Series hardware, All information, data, and analysis are in compliance with the following
codes, city ordinances, and typical specifications:
Codes: 1. 2014-2020 Florida Building Code.
2. ASCE/SEI 7-10, 7-16 Minimum Design Loads for Buildings and Other Structures.
3. International Building Code, 2012- 2018 Edition wl Provisions from SEAOC PV-2 2017.
4. International Residential Code, 2012- 2018 Edition w/ Provisions from SEACIC PV-2 2017.
5. A.C428, Acceptance Criteria for Modular Framing Systems Used to Support, Photovoltaic (PV) Panels,
November 1, 2012 by KC -ES,
6. Aluminum Design Manual, 2015 & 2020 Edition,
Following are typical specifications to meet the above code requirements.
Design Criteria: Ground Snow Load = 0 - 100 (psf)
Basic Wind Speed = 85 - 190 (mph)
Roof Mean Height = 0 - 60 (it)
Roof Pitch = 0 - 45 (degrees)
Exposure Category = B, C & D
Attachment: Shingle Roof:
L-Foot, Flashkit Pro, Flashloc Comp, Flashloc Duo, Hashkit Pro SB
Metal Roof:
Standing Seam attachments, PM-90005, PM Adjust Slotted
Tile Roofs:
Solar Hooks, Tile Replacement
Attachment Spacing- Per U,-Builder 2.0 Engineering report,
Cantilever: The maximum cantilever length is L/a, where 'L' is the span noted in the U-Builder 2.0 Online
tool.
Clearance- 2' to 10' clear from top of roof to top of PV panel
Tolerance(s)- 1.0" tolerance for any specified dimension in this report is allowed for installation
4603 Apr i"I Meadow Way, Sugar 'Land, T1 X 77479, Ph: 8328654757
iyttp-.�.,,'Iwww,ei7g-altion.ce.com
Installation Orientation., See SOLARMOUNT Rail Flush Installation Guide.
Landscape - PV Panel long dimension is parallel to ridge/eave line of the roof and the PV panel is
mounted on the long side.
Portrait - PV Panel short dimension is parallel to ridge/eave line of the roof and the PV panel is
mounted on the short side.
Components and Oadding Roof Zones:
Notes: 1. U-Builder 2.0 Online tool analysis is only for Unirac SM SCILARMOUNT Rail Flush systems
and do not include roof capacity check.
2. Risk Category It per ASCE 7-16,
3, Topographic factor, kzt is ID.
4. Array Edge Factor Y, = 1,5
S. Average parapet height is 0,0 ft,
6, Wind speeds are LRFD values.
7. Attachment spacing(s) apply to a seismic design category E or less.
Design Responsibility -
The U-Builder 2,0 design software is intended to be used under the responsible charge of a registered design professional, where
required by the authority having jurisdiction. In all cases, this U-Suilder 2,0 software should be used under the direction of a
design professional with sufficient structural engineering knowledge and experience to be able to:
• Evaluate whether the U-Builder 2.0 Software is applicable to the project, and
• Understand and determine the appropriate values for all input parameters of the U-Builder 2.0 software.
This letter certifies that the Unirac Soli SOLARMOUNT Rails Flush, when installed according to the U-Builder 2.0 engineering
report and the manufacturer specifications are in compliance with the above codes and loading criteria,
This certification excludes evaluation of the following components:
1) The structure to support the loads imposed on the building by the array-, including, but not limited to: strength and
deflection of structural framing members, fastening and/or strength of roofing materials, a nd/or the effects of snow
accumulation on the structure,
2) The attachment of the SM SOLARMOUNT Rails to the existing structure.
3) The capacity of the solar module frame to resist the loads.
This requires additional, kricmdedge of the building and is outside the scope of the
Please feel free to call for any questions or clarifications,
Prepared By:
Engineering Alliance, Inc
Sugar Land, TX
Saddam "fOalylg-llb
Sa'ddan Ahmad
pate:2023,05,12
Ahmad 0&33,34 OSWJ'
4603 April Meadow May, Sugar Land, TX 77479. Ph- 932 965 4757
DEL MAR, CA 92014, USA
DESIGN SUPPORT DAY OF INSTALL,
CHAT,POWUR.COM
VERSION
DESCRPT1ON DATE REV
INITIAL RELEASE 09/3D2023 UR
PROJEC T NAME
<
C)
<
C)-
C'
D
0
M
L1J
Cr-
Lo
c)
4
0�
LIJ
CO
�r-
LJJ
T_
X
0
>
M
9
CL
LIJ
<
z
_J
C)
LL
M
Ti
LU
N
0
U�
CD
Z
CO
i
T_
LO
<
o
04
C14
N
LO
UJ
UJ
Z
N
a_
w4fixfJolamm
M
M,