HomeMy WebLinkAbout23-6743Issue Date: 08/08/2023
�Address: 38750MeadowpvdLoop
Building Valuation: $1{0
Electrical Valuation; $15.000.00
Mechanical Valuation:
Plumbing Valuation:
Total Valuation: $15.001.00
Total Fees: $115.00
Amount Paid: *115o0
Date Paid: 8/8/2023 9:31:46AM
INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR
Electrical Permit Fee $115{0
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.
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.
-ItERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780,0020
City of Zephyrhills Permit Application Fax-81 3-780-002 1
Bw1ding Department
Date Received 727-4�6-2938
Phone Contact to, Permitting
�t
owner,s Name Jarnes Simpson Owner Phone Number 610-308 7524
Owner's Address 39756 Meadowood Loop,Zephyrh ills, FL I Owner Phone Number
5
Fee Simple Titleholder Name Owner Phone Number
�m — E::::::�
Fee Simple Titleholder Address I I
JOB ADDRESS E39:7:156 �MeadoW�Ood ILO�OpZep�hyrhllls, �FL33542LOT
SUBDIVISION PARCEL ro#[ 13-26-21-0140-00000-0080
(OBTAINED FROM PROPERTYTAX NOTIQE)
WORK PROPOSED 11 '
El o,' CONSTRF] ADD/ALT SIGN DEMOLISH :D REPAIR
(112
PROPOSED USE SFR COMMA OTHER
TYPE OF CONSTRUCTION BLOCK E-] FRAME STEEL
DESCRIPTION OF WORK Instal! 6-3 KW photavaltaia SOiar sy8tem, 17 panels, l'06f thou Hied.
BUILDING SIZE I SO FOOTAGE= HEIGHT
it C C CIL V x C-a[ Cxx xCV'r- XCK tx C�Cllu�KC k k k ECCIC41i
=BUILDING 5 VALUATION OF TOTAL CONSTRUCTION
12�ELECTRICAL 1 15,000.00 AMP SERVICE PROGRESSENERGY = VJ. R. E. C.
P L U M F, I N G
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS E_= FLOOD ZONE AREA =YES NO
BUILDER COMPANY
YI
N
SIGNATURE REGISTERED ,rLdm,n,
Address License it
ELECTRICIAN COMPANY SolarWise Er if Solutions
SIGNATUR
A
REGISTERED YIN nee cuRrzen Y£�—
A License #
PLUMBER COMPANY
SIGNATURE REGISTERED YIN
Address License
MECHANICAL COMPANY
SIGNATURE FiErISTERED Yf N EEEcurcftE0
Address ====== License ftE====
OTHER COMPANY
SIGNATURE REGIUERED
Address License
I I I I I a I I I It It I 1 4 1 1 1 1 1 1 1 1 1 1 1 A It 1 9 a I I I I I I I A I 1 9 1 1 1 1 1 a 1 2 1 13 1 1 1 1 x I z I 1 4 '1 1
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction,
Ufuirni,iio ten (10qvvofK'imq days after submittal date. Required onsite, Construction Plans, Stormeenter Plansvvf Silt Fence installed,
Sanitary Facilities & I dumpser; SiteWork Permit for subdivisionsilarge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Lire Safety Page; (1) set of Energy Forms. R-OAry Permit for new constmetion,
Minimum let) (10) working days after subminal date. Required onsita, Construction Plans, Stormwater Plans vol 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,
O,er & Contractor sign back of ap�,cafion, notarized
If over $2500, a Notice of Commencement is required, (XC upgrades over $7500)
- Agent {for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owneraunonzing same
OVER THE COUNTER PERMITTING (copy of contract required}
Rfroofs 4 shingles Sewers Service Upgrades A/C Fences (PloLiSurvey/Foolage)
Driveways -Not over Counter if on public roadways -needs ROVY
813-7FO-0020 City of Zophyrhills Permit Application Fax-813-780-0021
30ilaing Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to'dead" restrictions" which May be more restrictive
in,,)-) 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 stirs and local regulations. It the contractor ferret licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block- of this
aplific"flon 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 Transportalion Impact Fees and Recourse Recovery Fetes may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as sporafed in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also undcartands, 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
Fruir must no paid prior to receiving a "certificate of occupancy' or final power release.. If the project does not involve a certificate of occupaiv;y or fiii"I
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, asamondod): 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 Lion Lawhlomeowner'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 "oevner' prior to Commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in the application is accurate and that all work will be done in compliance with
all applicable lays regulating construction, zoning and land development. Application is hereby triadic 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 identifyvilhat actions I
must take 10 be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways,
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill.
Use of fill is not allowed in Flood Zone `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 rising stem wall
construction, I certify that fill will be used only to fill the area within the Stan) 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 berrnit may be, required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other nstatbions 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 Via technical codes, norshall issuance of a permit proven, the Building Of 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 it 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 BuIdMg 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 iob is considered
abandoned.
WARNIJN TO OWNER;YOURFpUl
PAYING WICE FOR I R VE ENT
FLOM JURAT(F.S,117.
Rht
A
m -cubed and sworn ty(, api cl?before men
by '
"b siare persor)AII no (Ito ieoihasfha or
as identification.
•
It* NLVL4JA&g4
Notary Public
Corninission
a� co otarylyped.printrylorstern ad
(or affiffiefiJ) before me this
Ic ) � —V 4241-
)wn to ine or has/have produced
. as identification.
-Notary Public
Commission No. —at: i
LA Lk,
Name of Notary typed, printed or stamped
PAUL BROUILLAF D Notary Public State of Flcydd&,
, WoNotary Public -State of Florida A Melissa Baker
Commission# HH 220931 My Commission FIR 409910
My Commission Expires
no January 25, 2026
&�ggm I ; ExPires 6113/2027
1 1
•i i i i• + � • i• - a ii ! i ii i i•
r � • •. a • -
Permit No.
Tax Folio / Parcel ID: 13-26-21.0140-00000-0080
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida
Statues, the following information is provided in this Notice of Commencement:
1. Description of property: (legal description of property, and street address if available)
MEADOWOOD ESTATES PS 1S PG 106 LOTS 7 & 8 OR 1375 PG 851, 39756 MEADOWOOD LOOP, ZEPHYRHILLS, FL 33542
2. General description of improvement: Installation of new photovoltaic solar system
3. Owner information:
a.
Name and address: James P Simpson, 39756 MEADOWOOD LOOP, ZEPHYRHILLS, FL 33542
b.
Phone number: 610-308-7524
C.
Name and address of fee simple titleholder (if other than owner): Owrrraa
4. Contractor:
a.
Name and address: SolarWise Energy Solutions, PO Box 151959, Tampa, FL 33684
b.
Phone number: (727) 486-2938
S. Surety:
a.
Name and address:
b.
Amount of bond $
C.
Phone number:
6. Lender:
a. Name and address:
b. Phone number:
7. Persons with the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7, Florida Statutes:
a. Name and address:
b. Phone number:
8. in addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes:
a. Name and address:
b. Phone number:
9. The expiration date of the notice of commencement is one (1) 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRP RTY. A NOTICE OF COMM CEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION F OU INTEND TO OB FI CING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE COMMENCING WORK OR RE R ING YOUR NOTICE F M NfaEMENT.
ture of wner/ er ` uthorized 0 cer Director/Partner/Manager g r
STATE OF FL A gnatory's Title/Office
COUNTY OF
\ 2 3 b
The foregoing instrument was acknowledged beforenn
day f y
{name of person) as iuth city%e g., ofcer, trustee, attorney -in -fact) for
(name of party on behals e cute ), who is personally known to me or
whohas pr duced as ide
l
(Notary Stamp) Signature of Notary Public
!,+aPAUL BROUILLARD
4-Vtir,Notary Public -State of Florida
Commission # HH 220931
n�?o My Commission Expires
�'�kiR" January 25, 2026
T�UE�NDCORRECTCOPYOFTHEl IENT
ONF|LECR5FPUBL|CRECORO\NTH!SOFFICE
WITNESS' kiYHANDAND OFF|C|ALALTH|S
0
DISCLAIMER:
THE SET OF PLANS FOR THIS PROJECT IS FOR DESIGNING THE
PROJECT FOR BUILDING CODE COMPLIANCE. THIS DOES NOT
EXPRESS OR IMPLY A PERFORMANCE GUARANTEE OF ANY KIND,
CONTRACTOR RESPONSIBLE TO REVIEW AND APPROVE THE
LAYOUT WITH THE END USER PRIOR TO INSTALLATION.
ALL DIMENSION AND CONDITION SHOWN ON THE SET OF PLANS IS
BASED ON THE BEST POSSIBLE INFORMATION GIVEN.
CONTRACTOR RESPONSIBLE TO FIELD VERIFY ALL CONDITION IN
THE FIELD PRIOR TO INSTALLATION OR ACCEPTS
FULL RESPONSIBILITY.
t • WIND DESIGN CRITERIA
ULTIM!i ATE WIND SPEED: 140 MPH
m u
NOMINAL
RISK CATEGORY: 11
WIND EXPOSURE: B
SYSTEM SIZE: 7.20 kW DC STC
EQUIPMENTSUMMARY
SHEETINDEX
A-00
PLOT PLAN & VICINITY MAP
S-01
ROOFPLAN #D
ATTACHMENT DETAILS
S-03
STRUCTURAL CALCULATIONS
E-01
ELECTRICAL SITE PLAN
E-02
ELECTRICAL LINE DIAGRAM
& WIRING CALCULATIONS
E-03
SYSTEM LABELING
18 ENPHASE IQ8PLUS-72-2-US MICRO -INVERTERS
DS-01
MODULE DATA SHEET
DS-02
MICRO INVERTER DATA SHEET
GOVERNING CODES:
DS-03
COMBINER DATA SHEET
FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 (FRC)
DS-04
RAIL DATA SHEET
FLORIDA PLUMBING CODE, 7TH EDITION 2020 (FPC)
DS-05
ATTACHMENT DATA SHEET
FLORIDA BUILDING CODE, 7TH EDITION 2020 EDITION (FBC)
FLORIDA MECHANICAL CODE, 7TH EDITION 2020 (FMC)
2017 NATIONAL ELECTRICAL CODE
\.
FLORIDA FIRE PREVENTION CODE, 7TH EDITION (FFPC)
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REVISIONS
DESCRIPTION
DATE
REV
INITIAL
08-01-2023
01
PROJECT NAME
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SHEET NAME
PLOT PLAN &
VICINITY MAP
SHEET SIZE
ANSI B
11" X 17"
SHEET NUMBER
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UNSP�AvLT ENGINEE9RING LLC
FL COA #35170
925 SUNSHINE LANE, STE 1010
ALTAMONTE SPRINGS, FL 32714
(407) 710-1147
NUMBER OF [TIODMILES = 18 MOD-VILES
MODULE TYPE = Q.PEAK DUO BLK ML-GlO+ 400 (400W) MODULES
WEIGHT = 48.5 LBS / 22.0 KG.
MODULE DIMENSIONS = 74.0" x 41. 1 21.12 SF
N
TOTAL ARRAY AREA = 380.18 SQ. FT.
TOTAL ROOF FACE AREA = 3481.93 SQ. FT.
380.18 / 3481.93= 10.92% OF ROOF
FACE AREA COVERED BY ARRAY
18" RIDGE SETBACKS OK PER R324.6.2
s
WIND ZONE 2e TYP ---
ROOF #1 E
(18) Q.PEAK DUO BLK ML-G10+
400 (400V\I) MODULES
"
WIND ZONE 1 TYP ape
WIND ZONE 2r TYP I
k 14.
C)
W Ila
1,110DULES
NOTE :THE TRUSS LOCATIONS AND ATTACHMENT POINTS SHOWN
ON SHEET S-01 IS ONLY SHOWS AN ILLUSTRATIVE
REPRESENTATION OF A TYPICAL 2X4 TRUSS LAYOUT SPACED 24-
ON CENTER WITH ATTACHMENT POINTS TO THE TRUSS. IT DOES
NOT REPRESENT THE EXACT LOCATIONS AND THE CONTRACTOR
IS RESPONSIBLE TO VERIFY THAT IN THE FIELD. AS LONG AS THE
SPACING OF THE ROOF ATTACHMENTS AND THE RAIL CANTILEVER
ARE WITHIN THE PARAMETERS ALLOWED AS STATED IN THE
GENERAL STRUCTURAL NOTES SECTION ON SHEET S-01, IT
COMPLIES WITH THE REQUIREMENTS OF MY DRAWINGS AND PER
THE 2020 FLORIDA BUILDING CODE (7TH EDITION).
S-01 I SCALE: 1"=10'-0"
0
1 . APPLICABLE CODE 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION) &
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2ATTACHMENT STRENGTH OF SUNMODO'S ATTACHMENTS ARE BASED
OFF SUNMODO'S AND ROOFTECH'S TESTING DATA AND IT IS ASSUMED THE
EXISTING WOOD TRUSSES ARE SOUTHERN YELLOW PINE.
3. SPACING OF THE SUNMODO ATTACHMENTS SHALL BE AS FOLLOWS
GABLE NON -EXPOSED
*WIND ZONE 1, 2e, 2r, 2n, 3e. 3r = 4'-0" ON CENTER, V-7" CANTILEVER
GABLE EXPOSED
*WIND ZONE 1 2e, 2r = 4'-0" ON CENTER, V-7 CANTILEVER
4. SUNMODO ATTACHMENTS SHALL BE INSTALLED PER MANUFACTURERS
INSTRUCTIONS AND CONTRACTOR SHALL FOLLOW MANUFACTURER'S
RECOMMENDATIONS TO WEATHER PROOF AND SEAL ALL ROOF
PENETRATIONS.
5. EXISTING ROOF IS A TYPICAL GABLE ROOF FROM 7 DEGREES TO 20
DEGREES WITH A ROOF COVERING OF ASPHALT SHINGLES, MEAN ROOF
HEIGHT = 15 FT WHERE THE MODULES ARE.
6. DESIGN PARAMETERS SHOWN ARE BASED ON ALLOWABLE STRESS
DESIGN (ASD) NOMINAL WIND SPEED PRESSURES PER SECTION 29.4.4 FOR
ROOFTOP SOLAR PANELS PARALLEL TO THE ROOF SURFACE WITH
EXPOSURE "B". RISK CATEGORY 11, ENCLOSED BUILDING AND h , 60'-0"
PER ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES" AND 2020 F.B.C. (7TH EDITION). EXPOSED AND
NON -EXPOSED MODULES ARE LABELED AS SHOWN,
7. ROOF SURFACE TO UNDERSIDE OF PANEL HEIGHT IS APPROXIMATELY 5
INCHES AND INCREASED UPLIFT ON THE PORTION OF MODULES WITHIN A 10
INCH CLEARANCE OF THE ROOF EDGES HAS BEEN CONSIDERED.
8. "a" DIMENSION AS DEFINED PER ASCE 7-16 SHALL BE 4 FT REGARDLESS
PER THE 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION).
9. SOLAR PANELS AND MOUNTING SYSTEM SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
10. ALL FIRE SETBACKS COMPLY WITH THE REQUIREMENTS OF SECTION
R324.6 OF THE FLORIDA RESIDENTIAL CODE.
I CERTIFY THAT THE
INSTALLATION OF THE
MODULES IS IN COMPLIANCE
WITH FBC: RESIDENTIAL
CHAPTER 3. THE ADDITION
OF THE SOLAR MODULES
AND ALL ACCESSORIES TO
THE EXISTING BUILDING WILL
NOT ADVERSELY AFFECT
THE STRUCTURAL INTEGRITY
OF THE BUILDING AND CAN
SAFELY ACCOMODATE THE
NEW IMPOSED LOADS OF
THE SOLAR SYSTEM.
LEGEND
ED - EDGE MODULE
E - EXPOSED MODULE
N - NON -EXPOSED MODULE
- ROOF OBSTRUCTION
A - PV ROOF ATTACHMENT U"
-RAFTERS
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SHEET SIZE
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SHEET NO
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FL COA #35170
925 SUNSHINE LANE, STE 1010
ALTAMONTE SPRINGS FL 32714
(407) 710-1147
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1 -ATTACHMENT DETAIL
S-02 SCALENTS
ATTACHMENT DETAIL (enlarged view)
S-02
LIGHT
R :4 :#AM IM 912 WAI
116x4.75" SS LAG BOLT W/
IIN. 2.5" THREAD EMBEDMENT,
EALED PENETRATION
'X4" RAFTER @ 24"O.0
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SHEET SIZE
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SHEET NUMBER
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9�c SUNSHINE LANE, STE 1010
ALTAMONTE SPRINGS. FL 32714
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bA6E VVI U LUAU UALUULA I IUN MUUULE t AFJAGI I Y C: EU
140 MPH Solar Panel Flush Mount wind Pressure Calculations for
Residential and Low Rise Commercial Buildings
V?'crd velocity Pressure Calculation per ASCE 7-16
q,=o.oc2sj6*K,. K^,K„de
Uitcmkte Wnd Speed -V(tv4 PH) - 146
?SD Jdind5peee V(,MPH) - 1.8.
(Mew roof height of where rnoduEes are located (ft} a3
Vakrrc';ty RrFcn.m CnnffiEirnt fnr Wuxi Ernnarre+ R - K_ 6'X,7THERFr�EZE
Uplift Capacity of Solar Module
;Test Capacity of Module (PSF) (Portrait) =
Minimum Factor of Safety Required =
Deli nCapatSty of Module (PSF =
83.5
1.5
'3'�5-l'
i Module withworst case partial pressure Loading (P5� =
37.32
OK
!i opograph"c Factor K,..
Ground Elevation Factor, K.
Wind Directionality Factor- K: -
Length of a stogie soiar modute (inches) _
vdldth of a single e' mocitsle Cinches)-1
Centeno Center Spacing of Roof Attachmernt (ft) -
EffectwVlndAreaofaSmgleNiodeLe(st)
fffectve Wind Area of a roof connection trlb t-aryarea (sf)
L_
ASD VdrndVe(oc�`f•Ftess:rre(psf}
1--------
0.85
74
4.
„=;x:'
t4.�*�`- „
Uplift Capacity of Solar Module
'
Test Capa_6 of Modde in Landscape (PSF) - 50
Minimum Factor of Safety Required- 1.5
. Design Capactty of Module (PSF-
Module with worst case partial pressure loading (ESE) -
29,47
THEftEE47RE OK
NON -EXPOSED CALCULATION
EXPOSED CALCULATION
Uplift Pressures on Solar Panels - Gable Roof 7 to 20 degrees a"er guprk Pry ure (EageMod�es}
Uplift Pressures on Solar Panels - Gable Roof 7 to zo degrees 0"ehtang uplift Pressure<(Edge Modules)
P=Qh* GCp Ye a ibfftz Per Chapterzg.4 Module Roof Connection Module Roof Connection
P=Qh*(GCp)(Ye)(Ya Ib/ft2)-PerChapter2g.4 Module Roof Connection Module
Roof Connection
GCp- Wind Zone Group 1 (WZ1, WZze) _ -2.0 -z-o -2,5 -2.5
GCP- Wind Zone Group z (WZ2n, WZzr, WZ3e) _ -2, -2.87 101 6
GCP- Wind Zone Grow NZ r = vz z 8
P 3 C 3) � -3�44 -3 4 -4 4
Effective Wind Area of structural element considered st
( )
Array Edge Factor (1.o if modules are not exposed - t5 if modules are _
.exposed) --- -- --- --- -- ---- -
_
r _
Pressure Equalization Factor a.67o a.764 o.67a a.764
Wind Zone Group 1 Worst Case Scenario Pressure ps# ,. ";:": ., ,,;, .:;. ,-222$"= 2r# 04,,;; ;;"": :: s": ,:.s37' "
( 7
. , _ ;, ,,;, "`„ ,�';;%•"',-„ ";"", _,.;:';°".( '"°";"",;:-s;
'Wind Zone Group Scenario Pressure - ��"„s�f3 ;" ;, , ';�" '" _ �'; -',z .� % ,�,� , s; �.4�"
Wind Nrid Zone Group 3 arst Ease Scena o Pressure ps = ,47 _ Saj '
GCp - Wind Zone Group 1(WZ1, WZ2e) _
GCP- Wind Zone Group 2 (WZ2n, WZzr, WZ3e) _
GCF -Wind Zone Group 3 (VJ730 =
EfFecti ae Wind Area of structural element considered (si)
Array Edge Factor (1.0 if modules are net exposed -1-5 it modules are
exposed)
Pressure Equalization Factor _
q _
Wind Zane Group 1 Worst Case Scenaro Pressure (psf)
Wind Zone Group 2WorstCaseScenarioPressure fl
P (psf)
2,0 2.0 -2.5
-2,55 2.87 -3,01
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2.5
3.36
4.48
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NON-EXPOSEDCONNECTION CALCULATION
EXPOSED CONNECTION LC L TI
Re wired Lag Belt Size and Length to Wood Truss
Per 2ol8 Edition ASD NDS for Wood Construction
Required Lag Bolt Size and Length to Wood Truss
Per 2018 Edition ASD N D S for Wood Construction
W' = W*(Cd)*(Cm)*(Ct)
W' = W*(Cd)*(Crn)*(Ct)
Southern Pine Wood Truss Specific Gravity - G =
0.55
Southern Pine Wood Truss Specific Gravity - G =
0-S5
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DESCRIPTION
DATE
REV
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08-01-2023
01
PROJECT NAME
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Withdraw Value for s z6l' Lag Bolt (Ibs/in) and specified Specific Gravity =
307
Withdraw Value for _ 16" Lag, Bolt (Ibs/in) and specified Specific Gravity -
307
SHEET SIZE
ANSI B
Embedment Depth (in) =
2.5
Embedment Depth (in) =
2°5
111i 1 %"
Allowable Embedment Withdraw Design Value - W (lbs) =
767,5
Allowable Embedment Withdraw Design Value - W (Ibs) =
767.5
Load Duration Factor (Cd) forWind Load ( Ten Minute Intervals) _
1,6
Load Duration Factor Load (Ten Minute Intervals) _
1.6
SHEET NUMBER
Wet Service Factor(Cm) in areas < 19% moisture content in-service
Wet Service Factor (Cm, in areas < lc)% moisture content in-service
-03
conditions (relatively dry attic space)
conditions (relatively dry attic space)=
a
Temperature Factor C in areas with experience sustained ex osured
p (t) � P P
Temperature Factor C in areas with experience sustained ex osured
P (t) P P
S, na Ce h Seal
- `4
_
v t < < t 'F
0 7
=
to elevatedt 1z °F < T < 'F
0.7to
Adjusted Allowable Embedment Withdraw Design Value - W' (Ibs) =
859,6
Adjusted Allowable Embedment Withdraw Design Value - W' (Ibs) =
859.6 r
No
Lag Screw Center to Center Spacing (ft) =
4
Lag Screw Center to Center Spacing (ft) =
4 e
Approximate Module Length (ft) =
6.166666667
Approximate Module Length (ft) -
6.166666667 _
F 4
Effective Wind Area of Attachment Spacing =
12.33
Effective Wind Area of Attachment Spacing =
12.33 �
:" P kn' ..•.
`a
Worst Case Scenario Partial Pressure Considered (psf) =
38-72
Worst Case Scenario Partial Pressure Considered (psf) =
47, �a fi
��d
----=
Tributary Area pullout load onto roof anchor (wind only) (lbs) -
477>566667
Tributary Area pullout load onto roof anchor (wind only) (Ibs) -
591.8766667
1-610
7ggJJ p�p E A.IoR°aE
SJhA F4T=EERING LLC
Tribuary Area pullout load (dead load consideration - ASD design) -
466-4466667
Tribuary Area pullout load (dead load consideration - ASD design) =
580-7766667
FLCGA#35170
{'
Acceptable Design Value Check =
k'
Aece table Design Value Check =
OK
OK
925 SUNSHINE LANE. STE 1010
ALTAMONTE SPRINGS. FL 32714
(407) 710-1147
IN) JUNCTION BOX
600 V. NEMA
'y_L LISTED
SOLAR MODULE SPECIFICATIONS
MANUFACTURER / MODEL #
CREAK DUO ELK ML-GIO, 400 (40OW)
MODULES
VMP
37.137
IMP
10.777
VOC
45.30V
ISO
11A4A
MODULE DIMENSION
74.0"L x 41.1"W x 1.26"D (In Inch)
INVERTER
SPECIFICATIONS
MANUFACTURER I MODEL #
ENPHASE 108PLUS-72-2-US MICRO -INVERTERS
MPPT VOLTAGE RANGE
29-45V
MAXIMUM INPUT VOLTAGE
64_v
MAXIMUM UNIT PER BRANCH
13
MAXIMUM OUTPUT CURRENT
1.21N
CEC WEIGHTED EFFICIENCY
97
AMBIENT TEMPERATURE SPECS
RECORD LOW TEMP
AMBIENT TEMP (HIGH TEMP 2%)
CONDUIT MINIMUM HEIGHT FROM ROOF
CONDUCTOR TEMPERATURE RATING
90,
[MODULE TEMPERATURE COEFFICIENT OF Vac
-0,27%/'Cl
------------- i
IN) 125A ENPHASE IQ COMBINER 4
(X4Q-AM1-240-4) [WITH U PTO (4)
2-POLE BREAKERS AND ENVOY
COMMUNICATION GATEWAY]
(4) #10 AWG THWN-2
(1) #10 AWG THWN-2 - EGC
3/4" CONDUIT
ARRAY TO JUNCTION BOX
EXPECTED WIRE TEMP (In Celsius)
33
TEMP. CORRECTION PER TABLE
# OF CURRENT CARRYING CONDUCTORS
N/A
# OF C.C, CONDUCTORS CORRECTION PER NEC
1.05
CIRCUIT CONDUCTOR SIZE
12 AWG
CIRCUIT CONDUCTOR AMPACITY
30A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A) & (B)
1.25 x MAX AC OUTPUT x MAX # OF MICROINVERTERS/CIRCUIT
1
DEBATED CIRCUIT CONDUCTOR AMPACITY
28.80A
Result should be greater than (13.61A)
EXPECTED WIRE TEMP (in Celsius)
33'
TEMP, CORRECTION PER TABLE (310.15)(B)(2)(a)
0.96
# OF CURRENT CARRYING CONDUCTORS
4
# OF C.C. CONDUCTORS CORRECTION PER NEC
uE
CIRCUIT CONDUCTOR SIZE
10AWG
CIRCUIT CONDUCTOR AMPACITY
40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A) & (B)
125x MAXAC OUTPUT x MAX# OF MICROINVERTERS/CIRCUIT
CIRCUIT CONDUCTOR AMPACITY
30,
r.ERATED
.,I should be greater than (I 3,61A)
1.) ALL EQUIPMENT SHALL BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION.
2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90-C WET ENVIRONMENT.
3,) WRING, 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 SYSTEM. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS.
AND ACCESSORIES TO MEET 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 ACCESSIBLE.
8.) INSTALL MODULE AND RACKING GROUNDING HARDWARE PER MANUFACTURER'S INSTRUCTION.
/— BRANCH-1 (09 MODULES)
BRANCH-2 (09 MODULES)
PV MODULE (TYP.)
(N) ENPHASE 108PLUS-72-2-US
MICRO -INVERTERS
(E) MAIN BREAKER
TO 15OA/2P. 240V
(N) PV BREAKER
3OA/2P
(3) #10 AWG THWN-2
(1) #10 AWG THWN-2 GND
3/4" CONDUIT
ELECTRICAL LINE DIAGRAM
EXPECTED WIRE TEMP (In Celsius)
33,
TEMP. CORRECTION PER TABLE (310.1 5)(B)(2)(a)
07
# OF CURRENT CARRYING CONDUCTORS
3
# OF C.C. CONDUCTORS CORRECTION PER NEC 310.15(8)(3)(a)
1.02
CIRCUIT CONDUCTOR SIZE
10AWG
CIRCUIT CONDUCTOR AMPACITY
40A
REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A) & (B)
1.25 x MAX AC OUTPUT x TOTAL # OF MICROINVERTERS
27.23
DERATED CIRCUIT CONDUCTOR AMPACITY
38 40A
Result should be greater than (27.23A)
SOLAR ARRAY 7.20 kW -DC STC
(18) Q.PEAK DUO BLK ML-G10+ 400 (40OW) MODULES
(02) BRANCHES OF 09 MODULES
TO UTILITY GRID
BI-DIRECTIONAL
1 UTILITY METER
1-PHASE, 240V
(E) MAIN DISTRIBUTION
PANEL, 150A RATED, 240V.
EXISTING GROUNDING
ELECTRODE SYSTEM
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SHEET NUMBER
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#SS 170
925 SUNSHINE LANE. STE 1010
704 MONTE SPRINGS, FL 32714
(407) 710-1147
LABEL LOCATION:
AC DISCONNECT(S)
PER NEC 690.54
SHOCK HAZARD IN THE
AWRAP
LABEL LOCATION:
?kAPID SHUTDOWN INITIATION DEVICE
-!PER NEC 690.56(C)(3)
ABEL LOCATIO.N:
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925 SUNSHINE LANE, STE 1010
onAMONTE SPRINGS. FL 32714
(407) 710-1147
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SHEET NUMBER
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SUNSMART ENGINEERING LLC
FL COA #35170
925 SUNSHINE LANE, STE 1010
.LTAMONTE SPRINGS. FL 32714
(407) 710-1147
Z ENPHASE
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IQ8 Series Microinverters
Our newest IQ8 Microinverters are the industry's first microg rid -forming, software -
defined monoinverters with split -phase power conversion capability to convert DC
power to AC power efficiently. The brain of the semiconductor -based moroinverter
is our proprietary application -specific integrated circuit (ASIC) which enables the
microinverter to operate in grid -tied or off -grid modes. This chip is built in advanced
55nm technology with high speed digital logic and has super -fast response times
to changing loads and grid events, alleviating constraints on battery sizing for home
energy systems.
T yRy jm,
Part of the Enphase Energy System, 108 Series
Microinverters integrate with the Enphase 10 Battery,
Enphase 10 Gateway, and the Enphase Apo monitoring
and analysis software.
Connect PV modules quickly and easily to 108 Series
Microinverters Living the included O-DCC-2 adapter
cable with plug-n-play MC4 connections,
lQ8 Series Microinverters redefine reliability
standards with more than one million cumulative
hours of power -on testing, enabling an Industry -
leading limited warranty Of LIP to 25 years.
108 Series Microinverters are UL Listed as
PV Rapid Shut Down Equipment and conform vAth
various regulations, when installed according to
manufacturer's instructions.
Uc 2022 Enphase Energy. All rights reserved. Enphase. the Enphase logo. I08 ylicroirtverters, and other
names are tradernarks of Enphase Energy, Inc. Data subject to change.
O8SE-DS- 0001-01-EN-US-2022-03-17
Easy to install
Lightweight and compact with
plug-n-play connectors
Power Line Communication
(PLC) between components
Faster installation with simple
two -wire cabling
High productivity and reliability
Produce power even when the
grid is down*
More than one million cumulative
hours of testing
Class II double -insulated
enclosure
Optimized for the latest high-
powered PV modules
Microgrid-forming
Complies with the latest
advanced grid support'
Remote automatic updates for
the latest grid requirements
Configurable to support a wide
range of grid profiles
Meets CA Rule 21 (UL 1741-SA)
requirements
Only when installed with to System Controller 2, meets
UL 1741. 1081-1-208V operates only In grid -tied mode.
108 Series Microinverters supports split phase, 240V.
f08H 208 supports split phase. 208V only.
MOM
Max input DC voltage
v
50 60
Max DC current" [module Ise]
A
15
Overvaltage class DO port
11
DC port backfeed current
mA
0
PV array configuration
pl Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit
Peak output power
VA
245 300 330 366
384 366
Max continuous output power
VA
240 290 325 349
380 360
Nominal (L-L) voltage/range"
V
240 / 211- 264
208 /183 - 250
Max continuous output current
A
1.0 t2l t35 1.45
L58 1.73
Nominal frequency
Hz
60
Extended frequency range
50-68
AC short circuit fault current over
2
4.4
1 cycles
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Ambient temperature range
-40°C to 601C (-40°F to u140-F)
Relative humidity range
4% to 100% (condensing)
SHEET SIZE
AI NSB
DC Connector type
MC4
Dimensions (HxWxD)
212 mm (8.3") x 175 rum (6.9') x 30.2 mm (1.2")
11" X 17"
Weight
1.08 kg (2.38 lbs)
SHEET NUMBER
Cooling
Natural convection - no fans
Approved for wet locations
Yes
DS-02
Pollution degree
PD3
Enclosure
Class 11 double -insulated, corrosion resistant polymeric enclosure
X it re with Seal
Environ. category UV exposure rating
INEMA, Type 6 / outdoor
y ay
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CA Rule 21 (UL 1741-SA), UL 62109-1. UL1741/1EEE1547, FCC Part 15 Class B. ICES-000
No
Certifications
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017. and
NEC 2020 section
690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed
according to
manufacturer's instructions.
(1) T he 108H-208 variant will be operating in
grid -tied mode only at 208V AC. (2) No enforced DC/AC ratio. $ee
the compatibility calculator a, https://Iink.enphase.com/module-compatibility
(3) Maximum continuous input
r
DO current is 10,6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5)
Limits ma vary. Refer to local requirements
to define the number of microinverters per branch in your area. IQ8SE- DS-0001
01 -EN-US 2022 034�'
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UGUI Pt ALTAMONTE SPRINGSFL S2714
(407) 710-1147
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X-1Q-AM1-240-4
X-1Q-AM1-240-4C
X 10 AN11-240-4
LISTED
I o learn more about Enphase of f eings, visit enphase.com
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HICIUdKS K) Gateway for cornmunicatio,n and contriel
N,,ckj,des Enphase, Moblie Confront c,,Mular roodeCl
(C[ [ [ rA(,rF,,FM M-1 06 SP 05), Included ot-dy with IQ
CombIner 4C
inckjdoc aolao sh(eld fa, niatch I nphase IQ Blattery
aesihel€c,s and deflect heal
Flembic nelwoikmg supports Vy-Fi,
I ffiernr-t, or ceftfla,
Option,,al AC recePtacle avaliable for P! C bndge,
Provide,s production. mr,,tenng and rons'ump'-or,
Finc,r-Aoring
S i f-ol D I s�
Cenit red, n-lounLing br,,-.ckels suppo, I s!ngle
stud rnoumlna
Sj'tjPr1rjF o(ittv"'i back and sid- conduit entry
up to :our 2 pole bran, hi circu,iI for 24n `VAC,
phug mi 1)feakefs (Trot mcluded)
80A trial PV m storage branch circuits
"IuTjbl,NR ( cc flified N1 Mv, tyw- SR, enclosore
Fr vo year hmned ,,janantv
[""'o yea,�� abfP r,��OgrnM
irl, kif for hoth the IQ ConiNnF-r SKIJ s
!=) ENPHA'SPE
Enphase IQ Combiner 4/4C
MODEL NUMBER
!0 ConLi,re, 4 1X 'Q APAI 240 4)
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ANel U 12 20 1 , 05` ) ,md ?AIe' r -n s rrrlodern
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the nstaja',of, wea ) it „d� _bar u,; tyj.nrji ih,, nj,��t n, Cnn1rnqer ;.nc. la -,Ffict t,eat
ACCESSORIES AND REPLACEMENT PARTS
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Fnse,Mlble Comrnunical�onc Kit
Jt�ciudes COMMIS - KIT -01 and C11 I MODEWO 1-06 SP-r-t51 v4lh 5-year Sprint daa plan for
CONINIS CELLMODEMI-MI-06
Ensemble riftes
CELLMOMENI-M'4-06-SP-05
4G oased Ufit M1, celfular modemojith 5-year Canal droa ale,
CELLMODEWAI-06-A-1,05
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EiRK -10A 2 240V
C!,.Ult 2 oolc,, 10A, Eaion Bplli0
ARK 15A 2-?40V
"Mill breakef, 2 polv, 15A Eaton RR2111
BRK 20A 2P 24CV
br'ake�, 2 vole, rUk FAon BF020
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ReWacomr O-Held foF IQ Coinbmvt 4!4C,
XA-FLU G-120-3
Accessory receplacfe for Powtv Une Carrier in is Crirnbnr414C (reqwFed fm EPLC-01)
XA LNV PCIBA 3
Qelflace-rylenl [(I G,1Uv-V printcd urn art board (PCBf fn,, Cond-.r or 41(G
X-10-NA HD-125A
Holddovjnki. for Eatan circuit breakprvNth screwc.
ELECTRICAL SPECIFICATIONS
Rating
Co us duty
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8y, o rn V„!tare
0, 2 4 0 V A C, 6, y
Eaton BR series busbar ;atulg
125 A
t'Aax
Poo rl I -roram,
64A
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Up to four 2pole Eaton BR series [atrisrjred Generavon H)G) breakers orfly (not included,
N"a,
Produ,tio,n rielermg CT
2-30 A so3id core pre -insta.ied and vAed to IQ Gatcway
no C, T C2CO 17,
A of ; t (r f ,.,'it c (,w current i,,f s
MECHANiCAL DATA
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3T5x43,5x 16-8crn(74 7s,"x 195x6 63-). Hl'igN - 21 06' ,515CM) Wfth
Arnbier o ';,cmpertnwerange
-Aff C,o 1461 C (-40' to 1151 r)
(-o,'A,nq
heat
Enc`o,ure ravmu
Outdoor, NRT� cerfified, NEMA type, 3R,polycarbonale cons,tudom
, b ntea- np" 74 tr ir� , to,,
V, 1,Ul; """'M-l" rd oo, prft 4W(' C,
foil w loca rCCe fins ccjnc,, ;
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INTERNET CONNECTION OPTIONS
nteg'arec Y"i R
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CF; : rdcl-,FIA M! S',f Cli: r/10I)f Al M0C TF rnl 01L;d,,,) Nolf, -w al, Fnpha__
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COMPL€ANCF
Cot n"Pin- co, IQ Cotnitme"
Ur, 1741, CA N/CSA C2 2,2 No, I 0"I'l, 47 CF R, Part I F), C I. BI C ES ',YlJ
r-'roducvon melenng, ANSI C12,20 accuracy cf,,ss(r 5 rPV prod.,ctk--
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ANC�A "'; 2 Nr Wrl
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The fastest roof attachiment 'in
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Versatile r-nounting opfions
Including direct -to -decking.
Ellminafes the need to lift shingles
and prevents darnage to shingles,
High Velocity Hurricane Zone
Approved Passed TAS 100 (a)
Wind -Driven Rain —lest,
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with asphcflt shingles and
singe -ply roof rnembranes.
5 levels of protection against
water penetration Open L-Foot for fast
rail attachment
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4 Deck Screws for Deck Mount or
1 Log Bolt for Rafter Mount
Suer odd, Corp. Vancouver, WA., USA - www,sunmodo,com - 360844.0048 - info,sPsun modo.com
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FL COA #35170
925 SUNSHINE LANE, STE 1010
ALTAMONTE SPRINGS, FL 32714
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