HomeMy WebLinkAbout23-5917Ml�t= I �
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
111111111,1111 11 In I
ELCMISC-005917-2023
Issue Date: 03/30/2023
before recording your notice of commencement."
CONTRACTOR SIGNATURE
PERMIT EXPIRES IN 6 MONTHS WI
PE IT OFFICE
THOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PlRl`-',)T,E:CT CARD FROM WEATHER
813-780-0020 City of Zephyr -hills Permit Application Fax-813-780-0021
Building Department
Owner's Name &OAN Owner P on Number
Owner's Address L
W4124 TV Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
(OBTAINED FROM PROPERTY TAX NOTICE)
WORD PROPOSED NEW CONSTR LJ ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE So FOOTAGE HEIGHT _._._._._..
BUILDING $ j VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C.
PLUMBING
MECHANICAL $ VALUATION OF MECHANICAL. INSTALLATION
GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS E= FLOOD ZONE AREA =YES NO
BUILDER � COMPANY ..., �
SIGNATURE REGISTERED ;YIj�F.�DIIIREN
Yr Y 1 N 7
Address t l License # I mi i
ELECTRICIAN, COMPANY
SIGNATURE REGISTERED Y I N Fee cuRaE Y! N
Address {n �� ft license# I���
PLUMBER E
SIGNATURE E=== R OMPAN o ;;;; �FEIRREN
Address License #
MECHANICAL COMPANY E
SIGNATURE REGISTERED [ Y IN J �11EREN �
Address License# ����—�
OTHERE=:== COMPANY
SIGNATURE REGISTERED : Y I N �IEIII.R.�IN�
Address License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL. Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R•O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities A 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. (A/C upgrades over $7500)
- Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zelghyrhills permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release, If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —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 instillation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to,
Department of Environmental Protection -Cypress Bayheads, Wetland Areas -and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in vorring, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S. 117,03)
OWNER OR AGENT
CONTRACTOR
swo
*�Sso . .d an,,., rn t (ore irmed) jefore me thi before is
Vol he W b
r ly kn to has/have
sworn I ir a I d) for me this
W, 11 r8w 0
b
Who is/are ally to me or has have oduced
n me or produced
as identification.
perso
rn
as identification,
Notary Public
Commission No
Name of Notary typed, printed or stamped
Notary Public
Commission No.
Name of Notary typed, printed or stamped
DocuSign Envelope ID: 5A855AFF-A6D1-4108-AD6C-FC05F32352BC
TEST BAY
ENERGY
6260 39TIl STREET N SUITE I PINELLAS PARK, FL 33781 EC13010037
DATE: 3/10/2023 CUSTOMER NAME (HEREINAFTER, THE "CUSTOMER") ii-i na Godvan & Joseph Nesci
ADDRESS: 7628 Weehawken Dr. C'TY,STATE, ZIP: Zephyrhills, FL 33540
MOBILE PHONE NUMBER: 7273588487 =1EA1A11— jjnesci478@qmail-com
SYSTEM INFO:
SYSTEM SIZE: 18. 33kw
CONTRACT PRICE: 78819
COMMENTS: Price includes all parts, perritit, and labor.
Includes Enphase consumption meter
PACE
PANEL: mitrex 390
TOTAL ITC: 23645
INVERTER: iQ7+
PRICE AF TER ITC: 55173
CASH JOB TERMS: 30% DOWN DUE AT SIGNING REMAINING 70% DUE ON DAY OF INSTALLATION
REQUIRED AGREEMENTS:
PRODUCTION AND CONSUMPTION:
THE CUSTOMER HAS PROVIDED
WBE WITH A MINIMUM OF 4
UTILITY COMPANY POWER BILLS
TO ENSURE THE PROPER ENERGY
CONSUMPTION CALCULATION,
THE CUSTOMER DECLINED TO PROVIDE WBE WITH 4
UTILITY COMPANY POWER BILLS, THE ABOVE SYSTEM SIZE
OR WAS REQUESTED BY THE CUSTOMER, ADDITIONALLY, THE
CUSTOMER AGREES THERE HAVE BEEN NO GUARANTEES AS
TO HOW MUCH OF THE POWER BILL. WILL BE REDUCED AND/
OR ELIMINATED.
1:1
I AGREE WITH THE ABOVE PRODUCTION AND CONSUMPTION SELECTION
-C°g
l4v— BATTERY: IF`I AM PURCHASING AN ENIPHASE BATTERY SYSTEM, I HAVE READ AND SIGNED THE SEPARATE BATTERY FORM
HOA: I HAVE READ AND SIGNED THE SEPARATE HOA AGREEMENT FORM
TIER 2 INSURANCE: I HAVE READ AND SIGNED THE SEPARATE TIER 2 INSURANCE FORM
WBE APP: I AGREE TO DOWNLOAD THE WBE APP, AVAILABLE ON APPLE AND ANDROID. TO RECEIVE COMMUNICATIONS
ABOUTMYPROJECT FROM THE WBE STAFF.
SHADING MAINTENANCE: I HAVE READ AND SIGNED THE SEPARATE SHADING MAINTENANCE FORM. CUSTOMER
ACKNOWLEDGES SHADING WILL NEGATIVELY IMPACT SOLAR PRODUCTION.
DocuSign Envelope ID: 5A855AFF-A6Dl-4108-AD6C-FC05F32352BC rERMS & CONDITIONS:
CO-OP UTILITY POWER COMPANIES: CO-OP UTILITY POWER COMPANIES (INCLUDING BUT NOT LIMITED TO: PEACE RIVER.,
WITHALOCOCHE, LAKELAND): THE CUSTOMER UNDERSTANDS THE NET METER POLICY OF THEIR UTILITY CO-OP INCLUDING THE BUY BACK
RATES,
r_.1
1 lJN CUSTOMER REPRESENTATION OF AUTHORITY: IF CUSTOMER IS FINANCING THIS TRANSACTION, CUSTOMER EXPRESSLY
WARRANTS, PROMISES AND REPRESENTS THAT CUSTOMER IS THE OWNER OF THE SUBJECT PROPERTY TO WHICH THIS SALES CONTRACT
PERTAINS AND HAS TOTAL, COMPLETE AND EXCLUSIVE AUTHORITY TO ENTER INTO THIS LEGAL BINDING SALES CONTRACT.
1 —Juaw —CONTRACTOR REPRESENTATIONS: CONTRACTOR REPRESENTS THAT IT WILL PERFORM ALL WORK IN A WORKMANSHIP -LIKE
MANNER AND IN, COMPLIANCE WITH ALL BUILDING CODES AND APPLICABLE LAWS,
4. &¢N CONTRACTOR INSURANCE: CONTRACTOR REPRESENTS THAT IT IS ADEQUATELY INSURED.
5, 1`—
__j,jEt___COMMENCEMENT OF WORK: CUSTOMER AND CONTRACTOR AGREE THAT THE APPROXIMATE DATE FOR COMMENCING
PERFORMANCE OF THE ABOVE DESCRIBED WORK WILL BE SCHEDULED WITHIN 30 DAYS OF ISSUANCE OF BUILDING PERMIT. ("START DATE")
6(�9A FURTHER ASSURANCES: EACH PARTY TO THIS SALES CONTRACT SHALL EXECUTE AND DELIVER ANY ADDITIONAL
DOCUMENTS AND INSTRUMENTS AND PERFORM ANY ADDITIONAL ACTS THAT MAY BE NECESSARY OR APPROPRIATE TO EFFECTUATE AND
PERFORM THE PROVISIONS OF THIS SALES CONTRACT AND THE TRANSACTIONS CONTEMPLATED HEREIN
7. 14,W LIQUIDATED DAMAGES: THE PARTIES HEREBY AGREE THAT, IN THE EVENT CUSTOMER RESCINDS OR CANCELS THIS SALES
CONTRACT AFTER THE EXPIRATION OF THREE BUSINESS DAYS, WITH OR WITHOUT CAUSE, CONTRACTOR SHALL BE ENTITLED TO LIQUIDATED
DAMAGES IN AN AMOUNT OF $1,500.00 PLUS COSTS OF ALL INCURRED COSTS AND EXPENSES TO INCLUDE BUT NOT BE LIMITED TO PERMITS,
SURVEYS, THIRD PARTY INSPECTIONS, PLANS, BLUEPRINTS, NON-REFUNDABLE PRODUCT ORDERS, SPECIALTY ORDERS AND RECORDING FEES,
8. 1 t ARBITRATION AND CHOICE OF LAW: AT THE EXCLUSIVE ELECTION OF THE CONTRACTOR, ALL DISPUTES ARISING OUT OF OR
RELATED TO THIS SALES CONTRACT, OR TO THE INTERPRETATION, PERFORMANCE, BREACH OR TERMINATION THEREOF MAY BE RESOLVED
BY BINDING ARBITRATION ADMINISTERED BY THE AMERICAN ARBITRATION ASSOCIATION (THE "AAA") UNDER ITS COMMERCIAL
ARBITRATION RULES, WITH THE APPLICATION OF ITS EXPEDITED PROCEDURES, BEFORE A SINGLE ARBITRATOR. SUCH ARBITRATION SHALL
TAKE PLACE AT THE OFFICES OF THE AAA IN MIAMI, FLORIDA OR SUCH OTHER LOCATION AS THE PARTIES TO SUCH ARBITRATION MAY
AGREE. THE PARTIES EXPRESSLY AGREE THAT NOTHING IN THIS SALES CONTRACT WILL PREVENT THE PARTIES FROM APPLYING TO A COURT
THAT WOULD OTHERWISE HAVE JURISDICTION FOR INJUNCTIVE OR OTHER EQUITABLE RELIEF. AFTER THE ARBITRATOR IS SELECTED, HE/SHE
WILL HAVE SOLE JURISDICTION TO HEAR SUCH APPLICATIONS, EXCEPT THAT THE PARTIES AGREE THAT ANY RELIEF ORDERED BY THE
ARBITRATOR MAY BE IMMEDIATELY AND SPECIFICALLY ENFORCED BY A COURT OTHERWISE HAVING JURISDICTION OVER THE PARTIES. THE
ARBITRATOR SHALL APPLY THE SAME SUBSTANTIVE LAW, WTTI I THE SAME STATUTES OF LIMITATIONS AND SAME REMEDIES THAT WOULD
APPLY IF THE CLAIMS WERE BROUGHT IN A COURT OF LAW. THE DECISION OF THE ARBITRATOR SHALL BE FINAL AND BINDING ON THE
PARTIES. THE DECISION OF THE ARBITRATOR SHALL BE CONCLUSIVE AND MAY BE ENFORCED IN A COURT OF COMPETENT JURISDICTION.
SUBJECT ONLY TO APPEAL TO AN APPELLATE ARBITRATOR IN THE EVENT OF THE ARBITRATOR'S MISAPPLICATION OF THE LAW, NO
EVIDENCE TO SUPPORT THE AWARD, OR SUCH OTHER GROUNDS FOR APPEAL OF ARBITRATION AWARDS THAT EXIST BY STATUTE, THIS
ARBITRATION PROVISION SHALL SURVIVE CLOSING, BREACH OR TERMINATION OF THIS SALES CONTRACT, THE PARTIES SPECIFICALLY
AGREE THAT THE FEDERAL ARBITRATION ACT OF 1925 PREEMPTS ARTY AND ALL STATE LAWS, INCLUDING, WITHOUT LIMITATION, THOSE
REGARDING THE PROHIBITION BY CONTRACT OF THE DISALLOWANCE OF CLASS -WIDE ARBITRATION, THIS SALES CONTRACT SHALL BE
GOVERNED BY THE LAWS OF TILE STATE OF FLORIDA AND VENUE, IF ANY, SHALL LIE IN PINELLAS COUNTY, FLORIDA.
9. 1`7 "
CUSTOMER WARRANTIES AND REPRESENTATIONS: CUSTOMER EXPRESSLY WARRANTS, PROMISES AND REPRESENTS THAT
HE/SHE HAS VOLUNTARILY SIGNED THIS SALES CONTRACT AND UNDERSTANDS THAT HE/SHE IS HEREBY AUTHORIZING CONTRACTOR TO
COMPLETE THE WORK PERFORMED UNDER THIS SALES CONTRACT IN CONSIDERATION FOR PAYMENT OF THE CONTRACT PRICE.
as
10. 1COMPLETE SALES CONTRACT: CUSTOMER AGREES THAT CONTRACTOR NEITHER MADE NOR HAS CUSTOMER RELIED UPON
CA_
ANY PROMISES, REPRESENTATIONS OR WARRANTIES IN CONNECTION WITH THIS SALES CONTRACT WHICH ARE NOT EXPRESSLY SET FORTH
HEREIN.
DocuSign Envelope ID: 5A855AFF-A6D1-4108-AD6C-FC05F32352BC
CONSTRUCTION: THE PARTIES ARE SOPHISTICATED AND WERE OR COULD HAVE BEEN REPRESENTED BY
COUNSEL DURING THE NEGOTIATION OF THIS SALES CONTRACT. CUSTOMER AND CONTRACTOR AGREE AND ACKNOWLEDGE THAT
THE PARTIES JOINTLY NEGOTIATED THIS SALES CONTRACT AND THE PARTY WHO DRAFTED ANY PROVISION OF THIS SALES
CONTRACT SHALL NOT SUFFER ANY ADVERSE PRESUMPTIONS AS A RESULT OF THAT FACT,
12 Ra1w PARTIES B013ND: THIS SALES CONTRACT SHALL BE BINDING UPON PARTIES AND
t-
THEIR RESPECTIVE SUCCESSORS, ASSIGNS, HEIRS, DEVISEES, LEGAL REPRESENTATIVES,
EXECUTORS AND ADMINISTRATORS.
11 ___LL4LN SOLE REMEDIES: CUSTOMER AGREES THAT HIS/HER SOLE AND EXCLUSIVE REMEDY FOR ANY ALLEGED
BREACH OF THIS SALES CONTRACT BY CONTRACTOR AS LIMITED TO (A) THE RETURN OF THE NON -CONFORMING GOODS AND
PARTS AND REPAYMENT OF THE PURCHASE PRICE, OR (B) REPAIR AND REPLACEMENT OF NON -CONFORMING GOODS OR PARTS.
CUSTOMER ALSO AGREES THAT IS AFOREMENTIONED SOLE AND EXCLUSIVE REMEDIES ARE FAIR AND REASONABLE IN LIGHT OF
THE CIRCUMSTANCES.
14, TAX LAWS: ONE OF THE MANY BENEFITS OF SOLAR ENERGY IS ENTITLEMENT TO TAX BENEFITS AND
INCENTIVES, TAX LAWS AND REGULATIONS CHANGE FREQUENTLY, AND THEIR APPLICATION CAN VARY WIDELY BASED ON THE
SPECIFIC FACTS AND CIRCUMSTANCES INVOLVED. YOU ARE RESPONSIBLE FOR CONSULTING WITH YOUR OWN PROFESSIONAL TAX
ADVISORS CONCERNING ANY SPECIFIC TAX CIRCUMSTANCES FOR YOU AND/OR YOUR HOUSEHOLD, CUSTOMER ACKNOWLEDGES
THAT CONTRACTOR IS NOT ATAX PROFESSIONAL, HAS NOT RENDERED ANY SPECIFIC REPRESENTATIONS REGARDING ANY TAX
REFUNDS, DEDUCTIONS OR INCENTIVES, NOR HAS CUSTOMER RELIED ON ANY STATEMENTS OR ADVICE FROM CONTRACTOR
REGARDING TAX LAWS, REBATES OR INCENTIVES. CONTRACTOR, ITS AGENTS AND REPRESENTATIVES DISCLAIM ANY AND ALL
RESPONSIBILITY FOR THE ACCURACY AND ADEQUACY OF ANY POSITIONS TAKEN BY CUSTOMER WITH REGARDING TO ANY AND
ALL TAX RETURNS OR OTHER DEALINGS WITH THE INTERNAL REVENUE SERVICE ("IRS")
15.— fay —TAX CREDIT: WEST BAY ENERGY, IT'S REPRESENTATIVES OR AGENTS, MAKE NO
GUARANTEES, REPRESENTATIONS REGARDING CUSTOMER'S ELIGIBILITY OR ENTITLEMENT TO ANY TAX CREDIT. FURTHER,
CONTRACTOR ASSUMES NO LIABILITY SHOULD CUSTOMER NOT RECEIVE AFAX CREDIT AS EACH INDIVIDUAL HAS A DISTINCT TAX
CIRCUMSTANCE, TAX CREDITS ARE BASED UPON INDIVIDUALIZED FACTORS AND THE CUSTOMER IS ENCOURAGED TO SEEK
INDEPENDENT TAX ADVICE.
16. -faW —CONSTRUCTION DEFECT: ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE
PROVISIONS OF CHAPTER 558, FLORIDA STATUTES WHICH PROVIDES, AMONG OTHER THINGS, THAT CUSTOMER PROVIDE
CONTRACTOR WITH WRITTEN DETAILED NOTICE OF DEFECT GRANTING CONTRACTOR AN OPPORTUNITY TO CURE,
17. 14'w REMOVAL OF PANELS: SHOULD CLIENT LISTED HEREIN NEED A NEW ROOF OR TO UNMOUNTOR REMOUNT
PANELS FOR A REASON DEEMED NECESSARY, WEST BAY ENERGY WILL UNMOUNT AND REMOUNT PANELS FOR A LABOR ONLY
CHARGE OF $150 PER PANEL.
I& la PRODUCTION GUARANTEE: THE FOLLOW PROJECTIONS ARE BASED ON THE CURRENT POWER CONSUMPTION
PROVIDE THE CUSTOMER THROUGH CURRENT POWER BILLS AND ARE PROJECTING THAT THE CUSTOMER DOES NOT INCREASE
POWER CONSUMPTION AFTER THE INSTALLATION OF THE SOLAR SYSTEM,
18. 33 KW SYSTEM SIZE DESIGNED FOR OPTIMAL PERFORMANCE
22879.2 _KWH PROJECTED ENERGY REQUIRED BASED ON INPUT FROM CUSTOMER AND THE POWER BILLS
PROVIDED BY THE CUSTOMERTH[S IS THE AMOUNT OF ENERGY THE CUSTOMER IS PROJECTED TO USE.
24742.87 KWH PROJECTED ENERGY PRODUCTION OF THE SOLAR SYSTEM
100'_ % PROJECTED ENERGY OFFSET, BASED UPON INPUT FROM THE CUSTOMER AND THE POWER BILLS THE
CUSTOMER PROVIDED TO WEST BAY ENERGY,
IF ON AN ANNUAL BASIS, THE SOLAR SYSTEM DOES NOT PRODUCE THE PROJECTED ENERGY, WEST BAY ENERGY WILL PROVIDE A
REMEDY SUCH AS ADDING ADDITIONAL SOLAR PANELS FOR NO COST OR PAY A PORTION OF THE POWER BILL.
DocuSign E"ope ID: 5A855AFF-A6Dl-4108-AD6C-FC05F32352BC
19. ARRANTIES.
25 YEAR LIMITED ROOFING PENETRATION WARRANTY:
WEST BAY ENERGY WARRANTS YOUR ROOF AGAINST DAMAGE AND WATER INFILTRATION AT EACH ROOFING PENETRATION
MADE BY WEST BAY ENERGY IN CONNECTION WITH THE INSTALLATION OF THE SYSTEM AND THE IMMEDIATE SURROUNDING
AREA OF EACH SUCH PENETRATION (COLLECTIVELY, THE "COVERED ROOF AREAS"), WEST BAY ENERGY WILL REPAIR
DAMAGE TO YOUR ROOF AND REPAIR OR COMPENSATE YOU FOR ACTUAL PHYSICAL DAMAGE TO YOUR PROPERTY RESULTING
FROM ANY WATER INFILTRATION IN THE EVENT OF FAILURE OR DEFECTS IN THE COVERED ROOF AREAS. THIS 25 -YEAR
LIMITED ROOFING PENETRATION WARRANTY WILL EXTEND FOR A PERIOD OF TWENTY FIVE (25) YEARS FROM THE DATE
INSTALLATION OF THE SYSTEM IS COMPLETED BY WEST BAY ENERGY ; PROVIDED, HOWEVER, IN THE EVENT THE ROOF IS
MORE THAN TWENTY (20) YEARS OLD (OR JUDGED TO BE IN POOR/UNACCEPTABLE CONDITION BY WEST BAY ENERGY) AT
COMMENCEMENT OF THE SYSTEM INSTALLATION, THIS LIMITED ROOFING PENETRATION WARRANTY WILL BE LIMITED TO
PERIOD OF FIVE (5) YEARS FROM THE DATE INSTALLATION OF THE SYSTEM IS COMPLETED BY WEST BAY ENERGY UNLESS
YOU PROVIDE WEST BAY ENERGY,A'ITH A REPORT FROM A STATE LICENSED ROOFING CONTRACTOR THAT PROVES TO WEST
BAY ENERGY'S SATISFACTION THAT THE ROOF IS IN AN ACCEPTABLE CONDITION BASED UPON AN INSPECTION CONDUCTED
NO MORE THAN NINETY (90) DAYS BEFORE COMMENCEMENT OF THE SYSTEM INSTALLATION. WEST BAY ENERGY ASSUMES
NO LIABILITY FOR OR RESPONSIBILITY IN RELATION TO ANY EXISTING ROOFING WARRANTIES DURING OR AFTER THE
INSTALLATION OF THE SYSTEM EXCEPT TO THE EXTENT OF THE 25- YEAR LIMITED ROOFING PENETRATION WARRANTY.
25-YEAR LIMITED LABOR AND SERVICE WARRANTY:
WEST BAY ENERGY WILL PROVIDE, AT NO COST TO CUSTOMER, LABOR AND SERVICES SUPPORT IN CONNECTION WITH THE
REPAIR OR REPLACEMENT OF ANY MATERIAL, EQUIPMENT, PRODUCT, OR COMPONENT INCORPORATED INTO AND MADE A
PART OF THE SYSTEM (EACH A "SYSTEM PRODUCT" AND COLLECTIVELY THE "SYSTEM PRODUCTS") THAT IS COVERED UNDER
A WARRANTY PROVIDED BY ANY SUPPLIER, MANUFACTURER, SUBCONTRACTOR, VENDOR, OR OTHER APPLICABLE THIRD
PARTY (EACH A "SUPPLIER" AND COLLECTIVELY THE "SUPPLIERS") OF SUCH SYSTEM PRODUCT. THIS 25-YEAR LIMITED LABOR
AND SERVICE WARRANTY WILL EXTEND FOR A PERIOD OF TWENTY FIVE (25) YEARS FROM THE DATE OF INSTALLATION AND
THE SYSTEM IS COMPLETED BY WEST BAY ENERGY, THIS WARRANTY IS NOT TRASNFERRABLE TO ANYONE OTHER THAN THE
ORIGINAL CONTRACTED INDIVIDUAL.
WHO WARRANTS THE MATERIALS AND PRODUCTS CONTAINED IN THE SYSTEM?
ALL WARRANTIES ON PRODUCTS AND MATERIALS ARE WARRANTIES OF THE MANUFACTURER, WEST BAY ENERGY, IS AN
INSTALLER CONTRACTOR BUT AS A CUSTOMER COURTESY, WILL REQUEST AND PROVIDE CUSTOMER WITH THE STANDARD
WARRANTIES AND GUARANTEES (IF ANY AND WHERE APPLICABLE) PROVIDED BY SUPPLIERS (INCLUDING THE
MANUFACTURERS) OF `THE SYSTEM PRODUCTS ("SYSTEM PRODUCT WARRANTIES"), TO THE EXTENT PERMITTED, WEST BAY
ENERGY WILL ASSIGN THE SYSTEM PRODUCT WARRANTIES DIRECTLY TO THE CUSTOMER. WEST BAY ENERGY WILL
REASONABLY ASSIST THE CUSTOMER WITH OBTAINING WARRANTY ASSISTANCE TO THE EXTENT ANY SYSTEM PRODUCTS
ARE DEFECTIVE OR DAMAGED,
20tap FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND: PAYMENT MAY BE AVAILABLE FROM THE FLORIDA
HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS
RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND
FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND
ADDRESS: FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND 1940 NORTH MONROE STREET TALLAHASSEE, FL 32399-2215 (950-921-6593)
21,_ 14Y --NOTICE OF CANCELLATION TERMS & CONDITIONS: YOU MAY CANCEL THIS TRANSACTION WITHOUT ANY PENALTY OR
OBLIGATION WITHIN THREE (3) BUSINESS DAYS FROM THE DATE HANDWRITTEN HEREIN, IF YOU CANCEL, YOU MUST MAKE AVAILABLE TO THE
SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO YOU UNDER THIS
CONTRACT OR SALE, OR YOU MAY, IF YOU WISH COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE
GOODS ATTITE SELLER'S EXPENSE AND RISK, IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE
GOODS TO THE SELLER AND FATLFO DO SO, TEEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE SALES
CONTRACT, WEST DAY ENERGY MAY CANCEL THIS CONTRACT ANY TIME BEFORE PROJECT HAS BEEN SENT TO PERMITTING. TO CANCEL THIS
TRANSACTION, MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE POST DATED
BY 03/10/2023 WHICH IS (3) THREE BUSINESS DAYS FROM ORIGINAL DATE OF SALES CONTRACT
DocuSign Envelope ID: 5A855AFF-A6DI-4108-AD6C-FC05F32352BC .APE OF WORK
WEST BAY ENERGY (THE "CONTRACTOR") SHALL FURNISH ALL MATERIALS AND PERFORM ALL THE WORK ON THE
PROPERTY ADDRESS(THE "HOME") IN CONSIDERATION OF THE CONTRACT PRICE LISTED BELOW:
CONTRACT PRICE
THE CUSTOMER SHALL PAY THE CONTRACTOR THE TOTAL AGREED UPON SUM OF $_78819 __(-CONTRACT PRICE")
FOR AND IN CONSIDERATION OF ALL MATERIAL AND LABOR THAT IS PROVIDED AND PERFORMED UNDER THIS SALES
CONTRACT. THIS CONTRACT IS NOT CONTINGENT UPON FENTANCING OR OTHER LENDER APPROVAL. CONTRACTOR DOES NOT
PROVIDE FINANCING BUT WILL, ASSIST CUSTOMER IN SECURfNG OUTSIDE FINANCING AT THE SPECIFIC REQUEST OF
THE CUSTOMER. SHOULD CUSTOMER REQUEST FINANCING ASSISTANCE, CONTRACTOR MAKES NO WARRANTIES OR
REPRESENTATIONS REGARDING CUSTOMER'S ABILITY TO SECURE OUTSIDE FINANCING, ITS TERMS, RATES OR CONDITIONS.
PURSUANT'ro SECTION 489.1 19(5)(B), CONTRACTOR'S LICENSE CLASSIFICATION AND LICENSE NUMBER IS EC13010037
NOTICE TO OWNER: DO NOT SIGN THIS HOME IMPROVEMENT CONTRACT IN BLANK. YOU ARE ENTITLED TO A COPY OF THE CONTRACT AT
THE TIME YOU SIGN. KEEP IT TO PROTECT YOUR LEGAL RIGHTS. 'THIS HOME IMPROVEMENT CONTRACT MAY CONTAIN A MORTGAGE OR
OTHERWISE CREATE A I.,IEN ON YOUR PROPERTY T11AT COULD BE FORECLOSED ON IF YOU DO NOT PAY, BE SURE YOU UNDERSTAND ALL
PROVISIONS OF THE CONTRACT BEFORE YOU SIGN.
CONTRACTOR REPRESENTATIVE SIGN kTURE- BUYER SIGNATURE:
(ViK&
CONTRACTOR REPRESENTATIVE NAME: Jonathan 0000 BUYERNAME: IrinaS Godvan Joseph Nesci
3/10/2023
DATE SIGNED:
AS 'THIS CONTRACT MAY BE SIGNED IN THE FIELD AND VARIOUS PROVISIONS THEREOF ARE SUBJECT PRODUCT
AVAILABILITY AND OTHER INFORMATION TO WHICH THE SALE REPRESENTATIVE MAY NOT HAVE ACCESS WHILE
ON SITE, FINAL APPROVAL OF THIS CONTRACT IS SUBJECT TO HOME OFFICE APPROVAL BY THE CONTRACTOR.
DATE (MWDONYYY)
12127/2022
PRODUCER
Single Source Insurance
1345 S Missouri Ave
Clearwater FL 33756
INSURERA: Clear Blue InsuranceCompany
2666OW
INSURED
INSURER IS , Auto -Owners Insurance Company
West Say Energy LLC
INSU9RER c , Bridgerseid Casualty Insurance Company
10335
6260 39th St N
IN R o : The Ohio Casualty Insurance Company
24074
INSURER E
Pinellas Park FL 33761
1 INSURER
COVERAGE CERTIFICATE NUMBER: CL22122716967 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOWHAVE BEEN ISSUEDTOTHE INSURED NAM15DABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE
POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR TYPE OF INSURANCE
JNIID
ICY NUMBER
LIMITS
COMMERCIAL GENERAL LIABILI
EACH OCCURRENCE
$ 1,000,000
N
300,000
CLAIMS -MADE OCCUR
PREMISES Ee nce
$
MED GXP (Any one eraon)
$.._.10, 000
A
Y
Y BGFL0022438202
01/01/2023 01/01/2024 PERSONAL& ADV INJURY
$ 1,000,000�
GEN'L AGGREGATE LIMIT APPLIES PER:
GENERALAGGREGATE
$ 2,000,000
POLICY JECT LOG
PRODUCTS-COMPIOPAGO
$ ,000,000
OTHER:
$
AUTOMOBILE
LIABILITY
W BINED SINGLE LIMIT
a eecident
$ 300,000
ANYAUTO
BODILY INJURY (Per person)
$
B
OWNED
SCHEDULED
Y
5423641600
01/0112023 01/01/2024 BODILY INJURY (Per eccldend
,$. w.._._..._..,.�
AUTOS ONLY
HIRED
AUTOS
NON -OWNED
R P R DAMAGE
$._
AUTOS ONLY
AUTOS ONLY
F'ergsq ertt
PIP -Basic
$ 10,000
UMBRELLA LIAO
OCCUR
EACH OCCURRENCE
$
EXCESS UAS
CLAIMS -MADE
AGGREGATE
$
DED RETENTION $
$
WORKERS COMPENSATION
PER
STATUTE EERY
AND EMPLO RS' LIABILITY YIN
PROPRIETORtPARTNERIEXECUTIVE
ACCIDENT
_
1,0OO,OdiiS
ANY
OFFICERIMEMBER EXCLUDED?
N f A
l96 52Q29
IL EACH
04f0I12023 0110112024
$
(Mandatory In NH)
E.L. DISEASE-EAEMrLOYEE
$ 1,00O,OOQ
If yes, describe under
DESCRIPTION OF OPERATIONS Wlour
E.L. DISEASE - POLICY LIMIT
_....�,1,OQO,Q00
$
Miscellaneous Tools
$ 10,000
Inland Marine - Contractors Equipment
D
BM064169594
01f0112023 09f01f2024 installation Floater
$ 250,000
Ded title
$1,000
DESCRIPTION OF OPERAT11ONS t LOCATIONS t VEHICLES (ACORD 101, Additional Reenarks Schedule, may be aftsched N avam space Is u )
Certificate Holder is listed as an Additional insured by written contract with regards to General Liability & Business Auto Liability, Primary A Non -Contributory
rding included. Certificate Holder is listed in €guar of Waiver of Subrogation by written contract with regards to General Liability.
Shame illy
LTC 13010037
CERTIFICATE MOLDER
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
E EXPIRAMON DATE THEREOF NOTICE MLL BE DELIVERED IN
City of Zephymills BuildingDepartment
ACCORDANCE WITH THE POUCY PROVISIONS.
535 8th Street
Zephyrhills FL 38542
AUTHORIZED A
01905d2016 ACORD CORPORA710N. All rights reserved.
ACORC 2 (201 03) The ACORD name and logo area
registered nears of ACORC
INSTR#2023052465 OR BK10788 PG1686 Page 1 of 1
03/2712023 09:06 AM Rcpt: 2565324 Rec: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Docuftdi Envelope ID; 5A56WF-MD1-n08AD6C-FC05F323W8C
Parcel to No )� 0
NO'nCE OF COMMENCEIAERT
County Of
General DfoicOpdon of fffpvmnW
3, Owner Information or Lassee Wd&ff*tm if the Lasw oantrachid for the Improvement.
Address CRY %J state
Interest in Pmp": —Chbo['N�
Name of Fee Sirople Tftholdw:
(ff different from Owncr listed above)
RM
rot trudoes TeMphow No,:
5, Sur":
Name
Address aii—
Amount of Bond: Telephone No,:
Name
Address CAY
LandWs TelephoAe No�
7, Persons within the Slate of Florida destboaW by the amw upon whom PoSom or o0ter docurney'As may be aerved as provided by
Section 713.13(1)(a)V), F"a StOiles:
Name
Address city KGW—
TOtephone Number of OM94Uftd PWWM:
8, Irl addition to hirnsoff. the owner designates Of -
to moaive a c" of the LawaWs Notice as provWM in Section 713,13(1)(b), Florida Statutes,
Telephone Number of Person or Polity Des0ated by Owner,
9. Expiration deft of Notice ct (the woration dafte may not be Were Ow conaplation of construction and final Payment IQ the
contractor, bal Will be one yew from the date of roissaling unka a dillharent doW is spedfied):
Under penalty of pouryI declaus bad I have dead ft ftmilMo natim of ownewlement aM that the focla stated thorain ore true to the be
of my VWmedge and bolief
STATE OF ROMOA
COUNTY OF PASCO k
or Laws&, or Omees or Lemsee's Authorized
Ofter0roctodPadawfManager
Irina Gedvan & 30seph Nesd
TitWO111ce,
The instnmonk vas "this at 20 by I th1.
wpdaWbWncMcac*nnwfnowawt_pcQ63048
GENERAL NOTES:
ELECTRICAL NOTES:
t THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUILDING CODE 2020, 7 th
EDITION, THE NATIONAL FIRE PROTECTION ASSOCIATION CODE (NFPA 12018), AND THE
NATIONAL ELECTRIC CODE 2017.
2, TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE DRAWINGS AND SPECIFICATIONS
COMPLY WITH ALL REQUIREMENTS FROM THE GOVERNING BUILDING CODE,
3, CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING
CODE AND ALL OTHER FEDERAL, STATE, AND LOCAL BUILDING CODES.
4, IF INSTALLED PER CODE AND APPROVED ENGINEERING PLANS, THE PHOTOVOLTAIC
SYSTEM WILL NOT ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING
ROOF AND/OR THE BUILDING.
5. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS
OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY.
6, DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING
CONDITIONS PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING DIMENSIONS, ROOF FRAMING, AND ELECTRICAL COMPONENTS PRIOR TO
COMMENCING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
SOUNDNESS OF ROOF STRUCTURE PRIOR TO INSTALLATION. E,O.R. TO BE NOTIFIED IF
EXISTING ROOF STRUCTURE OR ROOFING IS NOT IN SOUND CONDITION.
7, ENGINEER HAS NOT VISITED THE JOB SITE AND SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE INFORMATION, DATA, OR
MEASUREMENTS THAT HAVE BEEN PROVIDED BY THE CONTRACTOR.
& WORK SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE ENGINEER SHALL BE
NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
9, ENGINEER IS NOT RESPONSIBLE FOR ORIGINAL DESIGN OF ROOF STRUCTURE OTHER
THAN TO CONFIRM THAT PROPER CONNECTIONS CAN BE INSTALLED AND THAT LOADS
FROM THE SYSTEM ARE LESS THAN THE ROOF DESIGN LOADS PER FLORIDA BUILDING
CODE. ALL EXISTING STRUCTURES MUST BE PERMITTED PRIOR TO INSTALLATION,
10, DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION.
11, PRODUCT DATA SHEETS ARE PROVIDED FOR REFERENCE ONLY. REFER TO
MANUFACTURER FOR SIGNED AND SEALED DRNVVINGS AND CALCULATIONS.
STRUCTURAL NOTES:
1, RAIL I FOOTING CLAMP MATERIAL: PER MANUFACTURER
(6005-T5,6105-T5, S6061-T6)
2, GRAVITY LOAD:
SOLAR PANEL WEIGHT: <5 PSF
1 WIND LOAD:
DESIGN CODE.
ASCE 7-16
MEAN ROOF HEIGHT:
14 FT
ROOF TYPE:
GABLE
ROOF SLOPE:
26DEGREES
RISK CATEGORY:
11
ULTIMATE BASIC WIND SPEED:
vult= 145 MPH
v asd� 113 MPH
EXPOSURE CATEGORY:
B
INTERNAL PRESSURE COEFFICIENT: +/-0,0 (PANELS ARE OPEN)
TOPOGRAPHIC FACTOR: Kt= I .O
DIRECTIONALITY FACTOR: Kd= 0,85
CORNER ZONE: a = 4'-6"
ASCE 7-16 DESIGN COMPONENT AND CLADDING ROOF PRESSURES FOR BUILDING
HEIGHTS LESS THAN 60 FT PER FIG, 305-1
E
T
RAN
PtAN
Fbt Tog 8!9 7 ftmws
Cablem&
Hip roof
1. THE PHOTOVOLTAIC SYSTEM COMPLIES WITH THE REQUIREMENTS OF NEC 690.
2, THE SOLAR MODULES SHALL BE THE NUMBER, MAKE, AND MODEL LISTED ON THESE
DRAWINGS, ALTERNATIVE MODULE MANUFACTURERS MAY BE CONSIDERED IF OUTPUT,
PERFORMANCE, AND PROPERTIES OF MODULE ARE MATCHED,
3. THE PV MODULES WILL BE INSTALLED IN STRINGS OF THE NUMBER OF MODULES
SPECIFIED WITHIN THESE DRAWINGS.
4, POWER CENTER ASSEMBLY COMPONENTS SHALL BE THE NUMBER, MAKE, AND MODEL
LISTED ON THESE DRAWINGS. SUBSTITUTIONS ARE NOT APPROVED WITHOUT WRITTEN
AUTHORIZATION FROM THE E,O.R AND OWNER,
5. WIPING SHALL BE AS SHOWN ON THESE DRAWINGS. ALL AD & DC WIRING SHALL USE 10
AWG COPPER MINIMUM, UNLESS NOTED OTHERWISE. OEM WIRING AND HARNESSES,
REGARDLESS OF WIRE SIZE, ARE ACCEPTABLE WHEN APPLIED TO THE OEM USE
INTENDED, SUCH AS PV-MODULE TO PV-MODULE CONNECTIONS.
6. PV MODULES PRODUCE ELECTRICITY WHEN EXPOSED TO DIRECT SUNLIGHT, IT IS THE
CONTRACTORS RESPONSIBILITY TO KEEP THE MODULES COVERED WITH OPAQUE
MATERIALS UNTIL ALL WIRING IS COMPLETED.
7, USE OEM PLUG CONNECTORS BETWEEN PV MODULES. TERMINATE IN WATERTIGHT
JUNCTION OR COMBINER BOXES,
8. ROOFTOP -MOUNTED PV PANEL SYSTEMS SHALL BE UL 1703 AND 2703 COMPLIANT PER
FBC,
9, DO NO LEAVE LOOSE UNSECURED WIRESIFIARNESS BETWEEN PV MODULES,
10, USE APPROVED MEANS AND METHODS PER 2017 NEC AND ADHERE TO MEANS AND
METHODS OF NRCA ROOFING &VVATERPROOFING MANUAL TO ENSURE NO ROOF LEAKS.
11. E.O.R. IS NOT RESPONSIBLE FOR THE AMOUNT OF KILOWATTS PRODUCED BY THE SYSTEM
OR GENERAL PERFORMANCE OF SYSTEM BEYOND SAFETY AND CODE COMPLIANCE. THE
SYSTEM IS DESIGNED TO SUPPORT THE MAXIMUM PRODUCTION BASED ON IDEAL
CONDITIONS AND THE INFORMATION PROVIDED TO THE E,O,R BY THE SALES PERSON
INSTALLER, OWNER TO CONTACT SALES PERSON / INSTALLER REGARDING ENERGY
PRODUCTION AND TERMS OF SALE,
PV SYSTEM NOTES:
1. APPROXIMATE ROOF AREA:
2,500 SF
2, PV SYSTEM DESCRIPTION:
GRID -TIED
ED
GRID-TIED
3, INVERTER
4. TOTAL MODULES:
ULE
'4 MODULES
14 MODULES
S
5. TOTAL STRINGS:
2 STRINGS
I'l
7
6, TOTAL POINTS OF CONN. PER MODULE:
4 CONN,
14
t
7. PV SYSTEM RATING:
5,460 WATTS S C RATED DC ENERGY
T
8. ESTIMATED ENERGY PRODUCT'ION/DAY:
23.0 ONh (SEE )TE 11 ABOVE)
9. INVERTER HAS MAXIMUM POWER POINT
T KI G ( PT, EETS REQUIREMENTS OF 3-P
POWER AND 1-P POWER; MEETS IEEE 15417;
MEETS 11 1,
10. SYSTEM AUTOMATIC OPERATION:
a, GRID POWER IS PRESENT, PV SYSTEM FEEDS THE LOAD DURING THE DAY TIME,
b. GRID POWER IS LOST, PV SYSTEM AUTOMATICALLY DISCONNECTS FROM THE GRID.
c. PV SYSTEM WILL AUTOMATICALLY RESUME FEEDING POWER TO THE GRID WHEN
THE PROPER GRID VOLTAGE AND FREQUENCY IS RESTORED PER IEEE STANDARDS
AND THERE IS ENOUGH SUNLIGHT.
DRAWING INDEX
DRAWING
DRAWING
cl�
Cl
m
C)
NUMBER
NAME
a w
Lu Z'
LU;5
Cl'o
GENERAL NOTES
E1,0
ELECTRICAL
S1.0
STRUCTURAL PLAN
iL
d
82,0
STRUCTURAL DETAILS-
1, RYAN G:OOLABSIN:GH, P.E. #82435, AM THE ENGINEER OF RECORD
CIS
FOR THIS PROJECT AND ATTEST THAT I HAVE EXERCISED
S
[RESPONSIBL:ECHARGE OVER THE DESIGN CONTAINED IN THIS SET
Lo
': I STATUTES
I
OF PLANS, PER FLORIDA STATUTES 61G15-18,011,
LABELS
SOS" TEXT SIZE WKI NONSERIF FONT U.N.O. USE DURABLE ADHESIVE FOR ALL LABELS.
ALL LAFFI-S TO USEVIMiTE LETTFRS WITH RED BACKGROUND AND SHALT 8F UV RESISTANT, REFLECTIVE kWHF-,F NO7ED). WEATHER RESISTANT, AND SUI-AS-E FOR THE FNVR0NK4FNT PFR 1'.12 2,1,'
UV RESISTANT MARKERS SHALL BE USED FOR WRITING ON [A��ELS RFQUIRNG INSTAL P-R-WPUT f EN VALUES.
LABEL
NO rES
LABEL
NOTES
LABEL
NOTES
NEC, 69115A PERMANENT LABEL
WARNING
APPLYTO AC
T,11C
1:101�
A
APPLY TO Ar, DISCONNEC7
ELECTRIC Sl IOCK f AZARD,
DISCONNECT
'%-
APPL FO MAIN SERViCE.
E�1110T
A, O� PUT CU"_
& PONT OF
DO TOUCH TEPAAMLS
-.:T0:l.=LTAl'l- 1. IC—S.URIE
E
DISCONNYEC7 PANEL SERViNG
C __F'AT�' V.LT'l
_ T�
""ERCONNECIION
TERNINALS ON BOTH THE LINE AND
AC AND DC PV S'STEM,
REFLECTIVE
LOAD SIDES NlAY BE ENERWED IN
APPLY To ALL 00 CONDUITS.
I T 10 1-1--1
RACEWAYS , FNCLOSURFS,
WARNING
APPLY TO AC
2-11—po—s
CABLE ASSEMBLIES EVERY
1 OFT, AT 7 URNS, ABOVE MD
>
DISCONNECT & POINT
PV SOLAR BREAKER
DiSGONNEC I AT PANEL
BELaW PEN-TRATIOMS, AND
DUAL PONVER. SUPPLY
OF N ILRCONNEG-F ION
FROM INVERTER
ALL DC COMBINER AND
SOURCES: UT 1UTY AND PV SOLAR
LABEL S2E: 4"x2'
00 NOT- RELOCATE I H-S
FIN'
OUTPUT
JUNCTION SOXFS.
ELECTRIC SYS-EM
'V,
OVERGURRENT DEVICE
'WHERE OCCURS)
REFLECTIVE.
TFXTSIZ.E AT MAIN SERVICE
DiSCONNECT
APP11-y -, 0
APPLY FOAC
OSCONNECI
DiSCONN= AT
FOR SERVICECALL
APP12(70 AC
RAMD $HlilB;MVN
'INSTALLER
DISCONNECT &
NAME'
'INSTALLER'S 'HONE NUMBER'
PONT OF
INIERCONINE0110N
I
uw)
Z
w a, w U.
co W W (6
z `0 ]E
w W T
ww
0_ CL N
\ \ \ % I I I I I I I I
/ , /
\"
No'82345
5/08/202
TATE OF
IS$ ED/ReJISED
GENERAL NOTES
BY' RDG
9
1
PRODUCT INFORMATION
ITEM
MANUFACTURE?
MODEL
LISTINGICOMPANCE
PV MODULES
MITREX
M390-A1F
UL
INVERTER
ENPHASE
107+
UL
ALL DISCONNECTS
ENPHASE
DO &AC
UL
ALL OVERCURRENT
ENPHASE
DO & AD
UL
PROTECTION
1. 1 PER FL, STATUTE 377.705 (REVISED 7f1i2017), 1, RYAN GOOLABSINGH, P.E. #62345, AN ENGINEER LICENSED
PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM ANO ELECTRICAL COMPONENTS ARE
DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA
BUILDING CODE.
2. REFER TO GENERAL NOTES ON ClB FOR ADDITIONAL INFORMATION,
3, PROVIDE #6 BARE GROUND WINE TO JUNCTION BOX ON ROOF AND #8 IN CONDUIT FROM JUNCTION BOX.
4, EXISTING METER TO BE CHANGED TO A NEW METER BY UTILITY AFTER THE FINAL. INSPECTION
5, PER NEC250,58. WHERE SEPARATE SERVICES, FEEDERS, OR BRANCH CIRCUITS SUPPLY A BUILDING AND ARE
REQUIRED TO BE CONNECTED TO A GROUNDING ELECTRODE, THE SAME GROUNDING ELECTRODE SHALL BE USED,
6. NEW MAIN BREAKERS SHALL BE SECURELY CLIPPED / FASTENED TO BUS BAR PER NEC (WHERE OCCURS).
1, TAP IN MDP:
MAY RATING MAIN SERVICE ENTRANCE CONDUCTOR SIZE,
LINE SIDE TAP CONNECTION IN MDP WITH PIERCING TAPS BETWEEN METER LOAD SIDE AND EXISTING MAIN
DISCONNECT, TAP SPACE TO BE VERIFIED INFIELD PER NEC 3123, IF SPACING REQUIREMENTS ARE NOTIMET,
PROVIDE PIERCING TAP BETWEEN METER AND MAIN DISCONNECT IN METAL GUTTER OR ENCLOSURE W1 MIN
8'X8'X24" SIZE.
TAP CONDUCTOR SIZE: MINIMUM 6 AWG COPPER OR 4 AVID ALUMINUM PER NEC 230,42(B) AND 310,15(5)(7) OR
310.15(8)(16).
!AP CONDUCTOR LENGTH IS LIMITED 10 10 FEET" PER NEC 705.31.
8, MODULE FRAMES AND RACKING SYSTEM SHALL BE BONDED USING GROUND LUGS. SEE DIAGRAM ON EIA
GROUNDING SHALL BE CONTINUOUS FROM ARRAY TO EXISTING SERVICE GROUND SYSTEM PER NEC 690,43 AND
690,47.
9, PROVIDE PLAQUE PER NEC 705,10 AT EACH DISCONNECT SHOWING LOCATION OF SERVICE DISCONNECTING MEANS
AND PC DISCONNECTING MEANS WHEN TAP IS USED AND DISCONNECTS ARE NOT IN THE SAME LOCATION.
10. CONDUCTOR SHALL BE ROUTED IN RACEWAY AND INSIDE PANELSOARD, INCLUDING THE GROUNDED CIRCUIT
1 . (14) MICRO -INVERTERS: TOTAL AMPS = 14 X 1.21A =16SA
-0 M'Cp TOTAL 2P 240V 210A BREAKERS = 2
ELECTRICAL BREAKER. RA TING: 200A
WIRE CAPACITY:
#10 WIDE ON ROOF= 40 AMPS PER NEC 310A6
91 DEG F DESIGN TEMP (CONCURS I RACEWAYS J` MIN. ABOVE ROOF)
=> CORRECTION FACTOR 0.96 PER NEC 310 15(B)
MAX 9 CONDUCTORS IN A SINGLE CONDUIT
=> CORRECTION FACTOR = 0.7 PER NEC 310.15(C)
ADJUSTED CAPACITY OF 410 WIRE = 40A A O96 X 0.7 = 26AA
#10 WIRE @60 DEG C = 30A =, CONSIDER 26.9A
ESTIMATED MAX AMPS IN ' #10 WIRE = 13 (MAX) A I 11A X 1 S5 = %7A , 26,9A
#6 WIRE ON WALL = 75 AMPS PER NEC 310,16
91 DEG F DESIGN TEMP
=> CORRECTION FACTOR = 0,96 PER NEC 310,15(8)
MAX 3 CONDUCTORS IN A SINGLE CONDUIT
=> CORRECTION FACTOR = tO PER NEC 31015DC
ADJUSTED CAPACITY OF 46 WIRE = 75A A 0.96 X 1.0 = 72A
#6 WIRE @60 DEG C = 55A => CONSIDER 55A
ESTIMATED MAX AMPS IN #6 WIRE = 16,9A A 125 = 21.2A < 55A
TO UTILITY
200A / 240V
SERVICE
PV MODULE - - -1
#6 BARE COPPER—\
PILL CONDUITS TO BE 7/8" DENOTES QUANTITY OF GRCU�ND WEE
(MIN.) ABOVE ROOF MODULES IN CIRCUIT. OK TO
ADJUST IN FIELD, MAX
MODULES= ', 3 PER STRING,
ENPHASEIQ7+
SEE 01.0 FOR ALLSAFETYMICROINVERTER ATTACHED
LABELS REQUIRED,
UNDERMODULE (TYP.). NEC
690.12 CODE COMPLIANT. 7
PVC TBOX
ENPHASE IQ TRUNK CABLE NEMA-31P
(0- 1 2-P40) # I 2AWG 6X6X4
THHN-THWNA (UL 9703) V RATED)
I
EXIST. MDP
240V 1 LC1ilA�hiN V.1.
SEE Sl,C'FOR
APPROXIMATE LOCATION.
EXISTING SERVICE
PIERCING TAP IN
2�OOA 1240V
MOP. SEE NOTE 7 ON
{SEE NOTE 4 PER I/El-0)
IjElS.
aEESI 0 FOR APPROXIMATE
LOCATION
LOCKABLE DISCONNECT
METER
200A
SEE Sl 0 FOR —APPROXIMATE LOCATION
NEUTRAL AND GROUND BONDED
ALL TERMINALS
L2 Ll
IAC DISCONNECI LO BE RATED FOR
90A / 240V SERVICE 75 DEG C WIRE
RATED
EXIST (3)-4/01
N
LUSED AT 30A
30A
WIREI'Au,j,
(A. 1, F,)
GROUND
MLL!OTE. 5 ON 1tE1.0
NEUTRAL Aran
GROUND BONDED
,,--#4W!RE
j'GROUND ROD
CWP
(3)-#-. THAW-2 IN j" MIM P . PVC
OR OTHER T
CONDUIT
I
—UL-96THWN-2AND
Il)-#8.R UNDINf
C
MIN, DIA. PVC R O
0 0MpLl4,T4PLIANT CONDUIT
BONDING CONNECTION GROUND PATHS!
PAGE
A
'o
U
V
(2)-#10 THAIN-2 FOR E
CIRCUIT AND (1)-#8 GROUND
MIN. DIA PAC OR OTHER
COMPLIANT CON
m
ENPHASE SOLAR AG
OMBINER BOX
&-_[Q-AM1240-4
8OA / 240V
SEE SIO FOR
APPROXIMATE LOCATION
ENPHASE[
10 ENVOY
15A
20A
20A
Ll
_= N
I
17, Z
NZ c m >
rya J
i LJ'a_ L
I I
Lu uj
00
ef 0�
0- CL
V�\
GOOLq
O. 82345
(HE NEC GIVES YOU THE CHOICE OF FOUR METHODS
FOR ENSURING ELECTRICAL
05/08/202
CONTINUITY AT SERVICE EQUIPMENT, SERVICE
RACEWAYS, AND SERVICE CONDUCTOR ENCLOSURES r
TAT E OF
f250 92(BT
'1.SO'NDING
�0 VN�.
N
JUMPERS. BOND METAL PARTS TO THE
SERVICE NEUTRAL CONDUCTOR. THIS REQUIRES A
MAIN BONDING JUMPER [250,24(B) AND 250.281,
N u
01
BECAUSE THE SERVICE NEUTRAL CONDUCTOR
PROVIDES THE EFFECTIVE GROUND -FAULT CURRENT
PATH TO -1 HE P0VJER SUPPLY [250.24(.C)I,
YOU DON'T HAVE TO INSTALL AN EQUIPMENT
GROUNDING CONDUCTOR WITHIN PVC CONDUIT
CONTAINING SERVICE -ENTRANCE CONDUCTORS
[250,142(A)(1) AND 352.60 EX 2],
2-THREADED FITTINGS. TERMINATE METAL RACEWAYS
11 [VREVISED
I'D METAL ENCLOSURES BY THREADED HUBS ON
ENCLOSURES (IF MADE WRENCHTIGHT),
3THREADLESS FITTINGS. TERMINATE METAL
211.—,
RACEWAYS TO METAL ENCLOSURES BY THREADLESS
FITTINGS (IF MADE TIGHT)
4,OTHPR LISTED DEVICES, THESE INCLUDE
BONDING -TYPE LOCKNUTS, BUSHINGS, WEDGES, OR
BUSHINGS WITH BONDING JUMPERS.
ELECTRICAL
r�MACMAWNDY:�ELECTRICAL
I
SAMPLE BONDING CONNECTIONS 'FOR REFERENCE
im
LADDER ACCESS
POINT (TYP,)
I
8-0°
-T
bi
I
I
ROOF PLAN
COMBO,
METER DISC. PANEL
MDP
LANDSCAPE PANELS IN
ZONE 2R ARE NOT
EXPOSED. (TYP.)
OK TO PROVIDE MOUNT
SPACING PER TYPICAL PART
PLAN FOR ALL EXPOSED
PORTRAIT PANELS.; P.)
0
I SEE PART PLAN ON
S2.0 (TYP.)
- - ---------
-4+ 0
-5 - ' - - - I - 0"
m
ARRAY AND ROOF PLAN
DIMENSIONS AND JOIST ORIENTATIONS TO BE
VERIFIED IN FIELD (TYP.)
V-6"AND 3'-O*'PATHWAYS TO AND ALONG EITHER SIDE OF
RIDGE ARE PROVIDED PER NFPA 11,12,2.2, PATHWAYS
ARE PERMITTED ON ADJACENT ROOF PLANES, PANELS
OCCUPY 13% OF TOTAL ROOF AREA </= 33%.
I
I
0 S Z'
o '2;z
Z
Uj LU
0 0CG
a) M
8� c�
O
FA
IV. 82345
05/08/2023
STATE OF
STRUCTURAL PLAN
DRAWN KDG
DATE: 03/201211,",
sto
ifo
MOUNT PLAN
j' S.S. 18-8 BOLT 1011j' SS
SERRATED FLANGE NUT
QUICKMOUNT HALO
ULTRAGRIP WITH
Imm
PROVIDE (2) MOUNTS AT ARRAY
EDGE UNLESS SHOWN OTHERWISE
ON PLAN (TYP,)
RAIL CONNECTION AND
ANCHOR TO ROOF JOIST
PER DETAIL 2/S2.0,
STAGGER CONNECTIONS,
(Ty p')
NOTE:
ALUMINUM RAILS SHALL
BE SUPPORTED BY MORE
THAN ONE FOOTING ON
BOTH SIDES OF SPLICE.
NOTE:
REFER TO MODULE
INSTALLATION MANUAL FOR
CLAMPING LOCATIONS AND
REQUIREMENTS.
-8 BOLT W/ 4, ss
SERRATED FLANGE NUT
- ALUMINUM END CLAMP
OR MIDCLAMP
/-SOLAR MODULE
f 2
� S2.
m
I
EXIST. JOIST
24"O,C, (V.15.)
IRON UFO
/—PROVIDE
CLAMPS
4'-0"
MAX. RAIL CANT,
/—IRON RIDGE
XR1 0 RAIL
(TYP.)
-T
4'-0"
,� ARRAY AND ROOF PART PLAN
ALUMINUM RAIL PER PLAN
S.S. LAG BOLT W1 EXISTING ROOFING
58 FENDER VJASHER � EXISTING PLYWOOD
,-/-BOSTIC SEALANT / TSHFATHING
'--EXISTING 2X4 (MIM) ROOF
jOIST @24" O.C. (V-LF)
TYP. LANDSCAPE
MODULE
9.5- MAX.
CANT.
'ROOF EDGE OR RIDGE
(WHERE OCCURS)
ST. JOIST
REFER TO GENERAL NOTES ON 01.0 FOR ADDITIONAL INFORMATION.
EXISTING ROOF:
SHINGLE ROOF ON PLYWOOD SHEATHING ON 2X4 (MIN) WOOD JOISTS @24" O.C.
MAX
NOTIFY E.C.R. IF OTHERWISE.
DRILLING INTO STRUCTURAL WOOD MEMBER: DO NOT PENETRATE COMPLETELY
THROUGH THE MEMBER WITH PILOT HOLES OR BOLTS. LIMIT BOLT LENGTHS AS
REQUIRED.
LAG SCREW INSTALLATION GUIDELINES:
I. REFER TO MOUNT MANUFACTURER FOR INSTALLATION AND SEALING
GUIDEUNES,
2, DETERMINE THE LOCATION OF THE MOUNT ON THE ROOF BY TAPPfNG THE
ROOF AND DRILI ING THROUGH THE CENTER OF THE TRUSS WITH fi" DRILL
BIT, FILL EXCESS HOLES WITH SEALANT,
1 MARK MOUNTING HOLES FOR MOUNT ON THE ROOFING / UNDERLAYMENT
MOUNTING HOLES SHOULD BE CENTERED ON THE TRUSSES.
4. DRILL a" PILOT HOLE
5, PLACE MOUNT OVER ROOFING / UNDERLAYIMENT WITH HOLES lN ROOF.
6, APPLY SEALANT TO BOTTOM OF MOUNT, APPLY SEALANT TO LAG SCREWS,
AND FASTEN MOUNT SECURELY TO TRUSSES WITH LAG SCREW PER DETAIL.
7. APPLY ADDITIONAL SEAL -ANT TO TOP OF ASSEMBLY TO BE SURF ALL
PENETRATIONS ARE SEALED-
NOTE: MANUFACTURERS'WARRANTIES MAY NOT BE VALID IF RAIL AND MOUNTS
ARE PROVIDED BY DIFFERENT MANUFACTURERS. INSTALLER TO ACCEPT
RESPONSIBILITY UNLESS APPROVED BY OWNER.
THESE PLANS ARE NOT STAMPED FOR WATER LEAKAGE,
PER FLORIDA STATUE 6IG4-15.021, ROOF PENETRATIONS AND FLASHING ARE
LIMITED TO AN AREA WITHIN 18'OF EACH PENETRATION, AND SHALL BE
PERFORMED IN ACCORDANCE WITH THE NA-11ONAL ROOFING CONTRACTOP
ASSOCIATION ROOFING PRACTICES.
MIT} EX
390
ALLOWABLE DESIGN WIND LOAD 50 PSF
PORTRAIT, 33 PSF LANDSCAPE
NOTE:
INSTALL MID CLAMPS BETWEEN
MODULES AND END CLAMPS AT THE
END OOW F EACH ROF MODULES
TYPICAL SOLAR MODULE
I
LINE ITEM DESCRIPTK)N
1 MITREX39OW
2 ENPHASE IQ7+
4 80A ENIGHASE COMBINER
5 60A FUSED DSCat NNECT
6 20A BREAKERS
7 IRON RIDGE XR10
8 QUICKMOUNT HP4-0 ULTRAGRIP
9 IRON RIDGE MID CLAMPS
10 IRON RIDGE END/END CLAMPS
11 GROUND LUGS
12 NEMA3R JUNCTK)N BOX
QUANTrTY UNIT
14 EA,
14 EA
1 EA
1 EA,
2 EA
112 L.F.
52 EA,
24 EA
26 EA.
6 F.
I EA,
BILL OF MATERIALS IS BASED SOLELY ON THE DRAWINGS.
TI TICS WH
APPROPRATE) AND ARE SUBJECT TO CHANGE BASED ON FIELD
CONDITIONS. HARDWARE, CLAMPS, ELECTRICAL WIRING, ETC,
ARE NOT INCLUDED IN THIS BILL OF MATERIALS. REFER TO THE
COMPLETE SET OF DRAWINGS AND CONTACT INSTALLER FOR
ANY MATERIALS NOT LISTED ABOVE,
r�� BILL OF MATERIALS
A
Is
GOOtllJf
L,q
No,82345
05/08/2023
44/
STATE OF
ONpq
I A'k
STRUCTURAL
DE TAILS
FRA7M BY: -RDG
mm
RD
I N G � N E ERN G
RDG Engineering, Inc.
Ryan Goolabsingh, P,E,
Florida CA #32850
951 Brickell Avenue, #3605
Miarin, FL 33 3131
786-423-21285
March 20, 2023
Contractor: West Bay Energy
Project: Joseph Nesei
7628 Weehawken Dr.,
Zephyrhills, FL 33540
System: Solar PV System
RF: Compliance Letter
To whorn it may concern:
I certify that the structural and electrical installation of the solar PV system, as designed, will not
zadvcrscly affect the building structure tinder normal conditions or during a hurricane event of the
FBC specified intensity.
The intent of this letter is only to verify the loads imposed on the roof as compared to the design
loads of the permitted structure, per Florida Building Code 2020. This letter does not certify the
installation of the solar PV system by means orinspection. In addition, the installer shall notify
me, the engineer of record for this project, if the roof or roof frarning is not sound or in good
condition. If the roof is not in good condition, a thorough structural inspection shall be
conducted and if necessary, an additional letter and or revised drawings will be provided, prior to
installation.
Re\,\CEN
g s
No, 82�45
5/08/2023 z�
Ryan olabsi STATE OF
1
MqNMAIQLW4PB.AT9QN�
PVOJKTI: 2308E-40SEPH NFSC(
DESIGN CODE: tIORIDAIPAfDINGCODE 207O
Vufti 145
MPH
klasd: 113
MPH
7APOSURF CATEGORY it
RISK CATEGORY, 11
TYPE sable
ROOF SLOPE:: 27
DEGREES
.85
AIR Haue5
t "'S"'
In
I'. N`A
'�N'A'
Md-11.
IT
'D,
�ALdPICX`l! Arta 8
P�
IT
" P
d2 to Adju.,m Pa -I &
o, Ot t A,�
ft
"Exposed" CE'llili'aRon 1: EXPOSED
"EXPmed"Cl,mificadon 2., EXPOSED
L5 ASCT 7, IS 2q,4,4
1-16 FIG 29,48
q,` 15,8 PSF
&WU� PANEL WIDTH: U.9 IN
PANEL LFNGTK:.w ..7R.§ IN
PANEL AREA: 27 IT'
MEAN NONE EIEIGHT 14 TT
OTIRDINGWIDIH
44 11
8WITIANG LEFICTE1
62 FT
K7P
1,00
RIF
0,57
0,57
4,40 FT
LNCII)Sljgl CATEGORY 2U21M�AUa
INTERNAL PRESSURE COCFF.
0,00
ROOF COMPONENT AND CLADDING PRESSURE: h PC
AREA to st 20 St 100 sp
NEC Ro' HE NEC
?ONE A AND 2� 9 W -4 6. W '53 4
ZONE, 2n, 2C&3� LZ 12 103 �28 RE 1 32 81
,2
-4 06 ZONE 3f �Ql� - li 2 4 1 O0 3 22 -45o,0760 -99.P0 -611).623
PANEL PRESSURES PER ASCE 7-P629AA: qh GC ve a
EXPOSED
NON-EXPOSED
Pos NEG POS NEG
ZONE I AND 2e
ZONE 2P, 2F&3e
ZONE 3r
WIND PRESSURE PORTRAIT- (21VEXP)
PANEL CAPACITY PORTRAIT -90 Fsf OK
WIND PRFSqVlf LANDSCAPE- f2R-NOITFXP� -2&5 PSF-
PANEL CAPACITY LANDSCAPE E:=PSF N/A
134ICI:ALCUtAj�{,i,�{
WIND PIJF5SURF- (?fFEXP) _39,8 PST
MAX' MOQNTSVAN OVER ROOFT0I$T$z 4 IT {ASSUMES MAX ROOF JOIST SPACING OF 74")
MAX, MOUNTSPAN ALONG ROOF JOISTSa 3,33 FT (BEAM TRIBLD ARE WIDDT= J/2 PANEL LENGfYR
WIND LOAD ON RAIL= 132 ITA I
PAIL MAX ALLOWABLE SPAIO: �f I OR GREATER OK
R� DELP T MOUNT CAPACITY: ZOOS. LB
MAX RAU REACTIONS:
SRACINC,
ZONE I AND 2e EXPOSED
4
421.11,14
E 014 2.,2r EXPOSED
4
605 �5 LB
ZONE 3rNO -EXPOSED
N
r 41
4S3,8 10
ZONE 2n, 2r, 3eNON-EXPOSED
4
403j LB
ION' I AND 2V NON -EXPOSED
280, 1 1 B
FATFRAI MOUNT CAPACITY:
D FOADOE TO GRAVITY
SDI:- 2�1 1
I d:- 5 PSF-PANEL HEIGH flL2-I2F`SPACING
33 to
Rd 7 4ER[S(CPF'L`fdI-
15 1 R
oot'1,9
INTERACTION (WORST CASE);
0.67EEK
ISLE MANUFACTURERS URERS SPECS]
LAG 001,1`01A:
0.3125 IN
LAG 1401-T AREA:
0.077 IN'
LAG ITOLT,5TRFNGTH.
loc,0001,51
No,82345
LOAD FACTOR
LAG SCREW CAPACITY:
1,67
4590 LB
09
ANCHOR EMBEDMENT:
15" INTO WOOD
SUBSTRATE
106 8/2023
ALLOWABLE WI fHDRA.WAL CAPAQ TY
W w , Cd x Cm X ct�
(:Xg X CIE X P., 3.5"
ATE4
W - 307 11) Ed = [,G C. - 1.0 Ct - TO
C�g - 1,0 Cim - F0
G, � 0,55 (MINT t ANCHOR (PART)
A,
vv
1719 IR
0A
I , ') ,
ni
3"El `MEMBERS ARE PRODUCED FROM ONE CT ITIF FOLLOWING ALUMINUM AItOYS:5W.,-t5,C,105-T5,6061,T6
i / � �- I - , '-, � 2,
c C'�
1 C 1
M AA il''
-..,-MA;NAcir H)F =Xa
-70
Wf iA
�'N V "A 2�1-11' av—d'
Enphase IQ 7 and IQ 7+ Microinverters r---"-
INPUT
irm—od uieW -,n—g-s-1
--2-3-5,3-5-0- 'W
5 - 440W +
W 1 23
Module compatibililty
60-cell;`120 half -cell Pv
modules 1 60-cell/I 20 h=alf cell toad '72-
only
-01144 hilif Cell PV Modules
Maximum rnpul DC vcthage
48V
60V
Peck pmver tracking voltage
27V 37V
27V-45V
Operating range
16V-48V
16 V - 60 A
Mir)/Max start voltage
22 A 1/ 48 V
22V , 1 60V
Nlax DC short circuft vurrent (module lso)
15A
15A
Over :)hate class DC port
H
H
DC port backfeed current
A
0 A
PV array configuration
I x I ungiounded pare y; No addificri-ial DC side piotection required;
AC side prolembor, requinas
r-nax 'S, Per branch clrcutt
iL=4L
OUTPUT DATA (AC)
M 7 Microinverter
I IQ 7+ Microinverter
Maiximmil c"onfinuous output power
Maxin"MM C011finUOUS OUtpLit CLU'rent
Nominal frequency
Fxrended frequency range
AC short cfircuft fault ourrent over 3c.,yeles
MaXiMUM, units per 20 A (L-L) branc`4 circuit-,
Overvoltage clan, AS port
AC port backfeed current
Power tact orseffing
Power factor (adjustable)
EFFICIENCY
CEIC we officie
VIECHANICAL DATA
240 VA
1.0 A (240 V)
115 A (208 V),
60 Hz
47 - 68 Hz
5,8 Arms
16 (1240 VAC)
M
13 (208 VAC)
18rriA
1,0
0,85 leading "I
OJ37 lagging
Z240 V
@208 V
1,21 A (240 V)
139 A (208 V)
60 Hz
47 - 68 Hz
5,8 Arms
113t'240 VAQ
11 (208 VAC)
18 mA
1,0
0,85 leadina ...
0, 8 5 1 aa a inn
Relative humidity range 4% lo 100",,, (vorldlensing)
corinectartype N4C4 (or Ampherrol H4 UTX with additional Q-DCC-5 adapter)
Dimensions (HxVVxD,) 212 mr-ri x 175 min x 30.2 rnm (,,vithnan bracket)
Weight 1.08 kg (2,38 lbs)
Coohng Plan„alconvection - No fans
pollutiorl dogroo, PD3
Enclosure Class 11 double-ritsuleted, corrosion resistant polyrne,,fic enclosure
Eenironiniental category / UV exposure rating NE MA Type 6 / outdoor
FEATURES
Enlighten Manager and itEnhariUm moni-roring options.
Both aptions require installation of an Enphase IQ Envoy.
cumphance CA Rule 21 (UL 1-741-SA)
UL 62109-1, UL17411/1EEE1547, FCC Parl 15 Gla,,ss Ei, ICES 0003 Class B,
CANXSA-C22,2 NO, 10 71 -01
This Product is UL Listed as PV Rapid Shut Down EWuipryronti-vid confornis with NEC 2014, NE IC
2017, and NEC 2020. ection, 690.12 and C122.1-2015 Rule 64-2-18 Rapid Shutdown of PV Systems,
for AC and DC conductors, whem installed a(-xording rnanufar,,turer's instructions,
1. N o onforced, DC/AC .-afio. See the sompaib'My c.; ictrla ,..r at ule-�,zeals'o r1,flity,
2 vote al vol tage ,ange ca n be, estendled btn, ond :wmma 1 i F requiied by me Lit 04 y,
3. Lmllt., may Vary, Refer tO 10Cal reG',Wr1?1Trs1`,'$ to definethe nurnber of inicroinverters pt,,r branch in your "-'itoa,
To learn more about, EnDhase offerings, visit enphase,com
ENPHASE
C
AJ -',iI Ua, 'i . .. it Enph,:sc in, K) I-` pi
j
Enphase IQ Combiner 4/4C
MODEL NUMBER
1 ")
e YL �j tor I F, I Ccrribiner,"C (XdQ-AM'I -240 4C) 10 CornbinreIC wrh Enprinse K) G'ateway prntod crcurt b eewed res=cnue grad'V producoon metering
(ANSI C12,20+1'- OS'llarid Wal modeni
9"A)� Includes Eneriase kmob:ie' onnecl
(CELLMODEM+11-06-SP-05, a putcl-and-play inn oerr iat-giade cell rrroden-i for syson-n.,-, up 60
(AvallaWo in the Up, Canada, N11rxWO, PUt-N 10 Rico, and the 1,KS, Vlrgir) IAzinrls, where mere is aqualte, cellrilar ervice in
rie installation area,) inch'ide"', a sove-1 xoiarshreld to r-lmatch the IQ Balrery ard 1Q Systraili GoulloHer and lodeflecit hew,
ACCESSORIES AND REPLACEMENT PARTS (nest Included, carder sepal ate ly)
Circuit Broakel', Supports Eatesn F.R2110, BR21115, SR220, BR2 '10, BR240, RR250, tind BR260 circuit breakers,
BRK-1 02A-2-24(Cl G'rcu" tit ea ke,t, 2 pahs� 10A, Ewon BR2 10
BRK I 40V Ccc it breaker, 2 pole, '15A, Ealo,i EIR215
ORK 20A-21' 240V CFcuit brewrer, 2 pole, 20A, FIlaton BR220
6RK-15A-2'--1-240V-8 Ciricui! breaker, 2 Pole, 15A, Eriiotn BR'2156 isrith i(Ad a'Ioo;n elf s,uppo! I
BRK 20A-2P-24OV-B Circuit bieaket, 2, rlole, 20A. Eaton BR22013 wilh held croon kit lsoppo,t
EPLC-01 Power fine carrier (corrimmunication bridge pair), quantity - one pair,
XA SOLARSHIELD-ES Rspiacernelt, rolar chiezo fo, t IQ Combiroli A/4e
fart-PLUG-120-3 Accessory receptacle for Power Une Carrie, in, 1Q Corrioinler,1/4C(required forEPLO-0-i]t
XA-ENVPCBA-' '�
11 Replacement IQ Gatknoxy printed clicnit board (IPCB) for (',o3a binei-4,sic
X-IQ-NA-H0-125A Hold drove kit mrEalrin circurtbreaker laithscrows.
ELECTRICAL SPEC(FICA TIIONS
System Voitoge 120/')40 VAC, 60 t 1z
Eaton BR senlex bu�qbar rating 125 A
Max. contireAous curi-ent uifing 65 A
Max, (input'rorn Psfaloralge) 64A
Max. fuss feircuil rating (OWPLit) 90A
Max. total branch rating (input) BOA of ahstributed generatkln/ 95Awith 10 Gateway breaker Included
Concuir-ption morlilk,,ring CT %T-200-SPIUT) A paii of 200 A �pl t core cument
MECHANICAL DATA
...... ..... . . . .. .......... . ............ .......... .... ... ... . ..
avioneorks (WxHxD) 37,5 x49,5x 16,8 cn1(14,75'X 111,5`x6,63), Helght�s 2'1.06' t5l5fart) wrtip rriountingbrackets�
vVemitit 7, 5 kg (16,5 lt)s)
coolng Natural cariveeflon, plus hoot shield
Enclosure rarivurcirimental wing Outdoor, NRTL-crmlified, NEMA type,31R, poiycatbon-,'oe cos strtwtl�on
W,ri, s;zes 20 A to 50 A bre akri"Incu ts: 4 AWGI, crap por conducto-s
60 A breaker braricn, input: 4 icl 1,10 AWGcopper
Main lug coalbined output: 10 In 2/0 AVIG c.op'per conductors
Neuitral and ground: 14 to P") copper conduciols
Always foloo, lo-al oode requiten'ierv,, for conductor shmig,
Altittide To -2000 meters (6-560 fee"'t)
INTERNET CONNECTION OPTIONS
Inlegrated Wi- Fi 802,11b/g/n
Cellular CEUAMODEM M I 06-SP-0 2, CE LL, At ODEM- or 1 -0 6 -A T,O 5 (4-G based 1, T E- W cellrillii !nodenn). Note that w,, Enphase
Mobile is requirec, for all Ensorriblr install atioVs,
11(mipik-alco" I,, Gateway Ul 60001 VCANC SA22rlo, 61010-1
To learn more about Enphase offerings, visit e ENPHASE
nelc",' Al � gjhl,� th", ni"),"t, oc,
'iPV MODULES UP TO 80.4" LONO AND 22.0SO
RAIL CAMtLEVER RAJ SPAN LENGT,.4 RML SPAN L. NCTF. RAIL CANT!LEVER
SUffORTS Pons
PV MOVj-E NOT, PAR 7 Q'� TH'S
APPROVAL. SEE SEPARATE
Pi MANUF, PUBLISHED
/-DATA FOR RATM AND D7,AfLS.
VAX -V PANEL AREA N07 TO
EXCEED 22,0 SO FT.
--- --------------------
D
A
---------- 7 r--
PANEL OVERHANG FROM RAILS
TO BE EOUAL ON BOTH SIDES
=T�ICAL E_1F.VkT_J0N'
XR-10 RAIL
AL7ERNATE S?ZE UNiM
MAX, P,' PANEL AREA NOT TO EXCEED 22,0 30 M
fo
z
0
m;
ti
XR-10 RAA.(S)
(OPPONAL)
AD
Z
'XR-10 RNL
Z 3: g
C)
Y
No. R1122a'
Z
Sealed: 11/2/20
If
ing no,
x..
FL #29843
1 —51 F
9
IRONRIDGE XR FLUSH MOUNT PHOTOVOLTAIC PANEL RACKING SYSTEM
WITH QUICKMOUNT HALO ULTRAGRIP ROOF ATTACHMENTS
SEE 7CHAR:TS ON SHEETS I AND 5 FOR
F R ADS �BAED50NO
Lo
Ty ALLOWABLE: :WtNDLOADS BASED ON
W , W [RAFTER SPECIFIC GRAVITY,
Direct Tension/Uplift
(See Chart)
7 1830 -000" '
Q J5
RAFTER
(a40,42 'I")
UPIDOWN SLOPE RALS
- D--
ACRQS8 &.OPE RNLS:
F,
�21 FASTE4ERS N Fl,FFER
<=>
41
I
DESCRIPTION
915 sealant is a one -component, smooth polyurethane adhesive
capable of dynamic joint movement totaling 70% of original taint
geometry (±35%), The sealant cures, to a tough, flexible rubber
when exposed to moisture present in the atmosphere.
Bostik 915 all seasons formula has physical properties that
will remain relatively stable over time. The cured performance
temperature range is -40OF to 1500F. Where textured appearance
's needed, please use Bostik 916.
APPLICABLE STANDARDS
ASTM C920,TYPE S, GRADE NS, CLASS 35 USE NT, AAND M
US Federal SpecificattonTF-S 00230C (COMB-NBS) for
one -component sealants as CtassA, non -sag
CARE, SCAQMD, and OTC compliant
Canadian Specification CAN /CGSB 19.13-M87
Miami -Dade County, Florida, NOA No,:'13.0423.10, 05/24/17
Miami -lade TAS 102- Static Uplift Resistance
AAMA8083
AAMA100/200/300 installation requirements
BASIC USES
915 is designed for applications from foundation to finish and
is ideal for, sealing expansion and control joints, tilt up joints,
perimeters of doors, windows, and other wall penetrations. It
has tenacious seating and bonding performance for many roofing
applications, merit roofs, gutters, roof tile. Installations, flashing
and sheet metal applications,
915 cures to form a durable, flexible bond with most building
materials such as stone, foam, masonry, ceramic, wood, steel,
Kynar" coated metals a no copper and most other metals,
INS71ALLATION PROTOCOL
Mitarni-Dode CountyConsiderations: Mate orjoin adjacent surfaces
onorto the Boenk 915 skinning and subsequent curing, to maximize
wetting potential of the sealant to the Substrates, Atlow futit-cure,
typicatty 7 days, prior to any mechanical stress testing procedures.
It is recommended that adhesion testing be performed to capture -
batch control qUalities of proposed substrates.
Joint Design: in general,, more joint movement can be
accommodated in a thin bead of sealant than a thick bead. Bostik
915 should be no thicker than 1/2" i,12.7mm) and no thinner than
1/4" (6,4mm), in joints between 1/2" and 1", the ratio of sealant
width to depth should be approximately 2:1. Sealant depth in joints
between 1/4" and'1/2" should be 1/4" deep, Joints with dynamic
movement should not be desdned in widths Less than 1/4",
Surface Preparation: Surfaces must be structurally clean, dry (no
frost) anc] structurally sound, free of contaminants, Including, but
not timited to, dust, dirt, loose particles, tar, asphalt, rust, all'11 oil,
etc, If Substrate is painted or coated, scrape away all loose and
weakly bonded paint or coating, Any paint or coating that cannot
be removed must be tested to verify adhesion of the sealant or to
determine the appropriate surface preparation if needed. SeeASP
section on next page for detaiis,)
Backer Rods and Bond Breaker Tapes: Bond breakers including,
but not Lirerred to, closed -cell polyethylene bicker rods are used
to control depth of the sealant bead, provide a firm tooling surface
'hs ,(Acs ordw'ia�x,I Wit ire,,, A[ prevmAly
T14,10 lt,3sr 'evisedon,031SN)
GENERAL NOTES:
• THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUILDING CODE 2020, 1 7 th
EDITION, THE NATIONAL FIRE PROTECTION ASSOCIATION CODE (NFPA 1 2018), AND THE
NATIONAL ELECTRIC CODE 2017,
• TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE DRAWINGS AND SPECIFICATIONS
COMPLY WITH ALL REQUIREMENTS FROM THE GOVERNING BUILDING CODE.
3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING
CODE AND ALL OTHER FEDERAL, STATE, AND LOCAL BUILDING CODES.
4. IF INSTALLED PER CODE AND APPROVED ENGINEERING PLANS, THE PHOTOVOLTAIC
SYSTEM WILL NOT ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING
ROOF AND/OR THE BUILDING,
5. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS
OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY.
6. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING
CONDITIONS PROVIDED BY THE CONTRACTOR. CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING DIMENSIONS, ROOF FRAMING, AND ELECTRICAL COMPONENTS PRIOR TO
COMMENCING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
SOUNDNESS OF ROOF STRUCTURE PRIOR TO INSTALLATION, E.O.R. TO BE NOTIFIED IF
EXISTING ROOF STRUCTURE OR ROOFING IS NOT IN SOUND CONDITION,
T ENGINEER HAS NOT VISITED THE JOB SITE AND SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE INFORMATION, DATA, OR
MEASUREMENTS THAT HAVE BEEN PROVIDED BY THE CONTRACTOR.
8, WORK SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE ENGINEER SHALL BE
NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
9. ENGINEER IS NOT RESPONSIBLE FOR ORIGINAL DESIGN OF ROOF STRUCTURE OTHER
THAN TO CONFIRM THAT PROPER CONNECTIONS CAN BE INSTALLED AND THAT LOADS
FROM THE SYSTEM ARE LESS THAN THE ROOF DESIGN LOADS PER FLORIDA BUILDING
CODE, ALL EXISTING STRUCTURES MUST BE PERMITTED PRIOR TO INSTALLATION.
10, DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION.
11. PRODUCT DATA SHEETS ARE PROVIDED FOR REFERENCE ONLY. REFER TO
MANUFACTURER FOR SIGNED AND SEALED DRAWINGS AND CALCULATIONS,
STRUCTURAL NOTES;
1. RAIL f FOOTING I CLAMP MATERIAL: PER MANUFACTURER
(6005-T5,6105-T5, S6061-T6)
2, GRAVITY LOAD:
SOLAR PANEL WEIGHT:
<5 PSF
3. WIND LOAD:
DESIGN CODE:
ASCE 7-16
MEAN ROOF HEIGHT:
14 FT
ROOF TYPE-
GABLE
ROOF SLOPE:
26 DEGREES
RISK CATEGORY:
11
ULTIMATE BASIC WIND SPEED:
vult" 145 MPH
"asd� 113 MPH
EXPOSURE CATEGORY:
6
INTERNAL PRESSURE COEFFICIENT:
+/-0.0 (PANELS ARE OPEN)
TOPOGRAPHIC FACTOR:
Kzt= l'o
DIRECTIONALITY FACTOR;
Kd= 0,85
CORNER ZONE:
a = 4'-6'
ASCE 7-16 DESIGN COMPONENT AND
CLADDING ROOF PRESSURES FOR BUILDING
HEIGHTS LESS THAN 60 FT PER FIG. 305-1
-4
L i
RAN I— PLAN
Flat rW, 8 5 7 degmes anwrw
ELECTRICAL NOTES:
1. THE PHOTOVOLTAIC SYSTEM COMPLIES WITH THE REQUIREMENTS OF NEC 690,
2. THE SOLAR MODULES SHALL BE THE NUMBER, MAKE, AND MODEL LISTED ON THESE
DRAWINGS. ALTERNATIVE MODULE MANUFACTURERS MAY BE CONSIDERED IF OUTPUT,
PERFORMANCE, AND PROPERTIES OF MODULE ARE MATCHED.
1 THE PV MODULES WILL BE INSTALLED IN STRINGS OF THE NUMBER OF MODULES
SPECIFIED WITHIN THESE DRAWINGS,
4. POWER CENTER ASSEMBLY COMPONENTS SHALL BE THE NUMBER, MAKE, AND MODEL
LISTED ON THESE DRAWINGS, SUBSTITUTIONS ARE NOT APPROVED WITHOUT WRITTEN
AUTHORIZATION FROM THE E.O.R AND OWNER,
5. WIRING SHALL BE AS SHOWN ON THESE DRAWINGS, ALL AC & DC WIRING SHALL USE 10
AWG COPPER MINIMUM, UNLESS NOTED OTHERWISE. OEM WIRING AND HARNESSES,
REGARDLESS OF WIRE SIZE, ARE ACCEPTABLE WHEN APPLIED TO THE OEM USE
INTENDED, SUCH AS PV-MODULE TO PV-MODULE CONNECTIONS.
6. PV MODULES PRODUCE ELECTRICITY WHEN EXPOSED TO DIRECT SUNLIGHT. IT IS THE
CONTRACTORS RESPONSIBILITY TO KEEP THE MODULES COVERED WITH OPAQUE
MATERIALS UNTIL ALL WIRING IS COMPLETED.
7, USE OEM PLUG CONNECTORS BETWEEN PV MODULES, TERMINATE IN WATERTIGHT
JUNCTION OR COMBINER BOXES.
8, ROOFTOP -MOUNTED PV PANEL SYSTEMS SHALL BE UL 1703 AND 2703 COMPLIANT PER
FBC,
9, DO NO LEAVE LOOSE UNSECURED WIRES/HARNESS BETWEEN PV MODULES,
% USE APPROVED MEANS AND METHODS PER 2017 NEC AND ADHEPE TO MEANS AND
METHODS OF NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE NO ROOF LEAKS.
11, E.O.R, IS NOT RESPONSIBLE FOR THE AMOUNT OF KILOWATTS PRODUCED BY THE SYSTEM
OR GENERAL PERFORMANCE OF SYSTEM BEYOND SAFETY AND CODE COMPLIANCE. THE
SYSTEM IS DESIGNED TO SUPPORT THE MAXIMUM PRODUCTION BASED ON IDEAL
CONDITIONS AND THE INFORMATION PROVIDED TO THE E.O.R BY THE SALES PERSON
INSTALLER. OWNER TO CONTACT SALES PERSON / INSTALLER REGARDING ENERGY
PRODUCTION AND TERMS OF SALE.
PV SYSTEM NOTES:
1. APPROXIMATE ROOF AREA: 2,500 SF
2, PV SYSTEM DESCRIPTION: GRID -TIED
3. INVERTER ENPHASEIQ7+
4, TOTAL MODULES: 47 MODULES
5. TOTAL STRINGS: 4 STRINGS
6, TOTAL POINTS OF CONN. PER MODULE: 4 CONN,
• PV SYSTEM RATING: 18,330 WATTS STC RATED DC ENERGY
• ESTIMATED ENERGY PRODUCTION/DAY: 77.1 kWh (SEE NOTE I I ABOVE)
9, INVERTER HAS MAXIMUM POWER POINT TRACKING (MPPT); MEETS REQUIREMENTS OF 3-P
POWER AND I-P POWER; MEETS IEEE 1547; MEETS UL 1741,
10, SYSTEM AUTOMATIC OPERATION:
a, GRID POWER IS PRESENT, PV SYSTEM FEEDS THE LOAD DURING THE DAY TIME,
b, GRID POWER IS LOST; PV SYSTEM AUTOMATICALLY DISCONNECTS FROM THE GRID,
c, PV SYSTEM WILL AUTOMATICALLY RESUME FEEDING POWER TO THE GRID WHEN
THE PROPER GRID VOLTAGE AND FREQUENCY IS RESTORED PER IEEE STANDARDS
AND THERE IS ENOUGH SUNLIGHT.
DRAWNG INDEX
DRAWING
DRAWING
NUMBER
NAME
CL co
0
Cl'o
GENERAL NOTES
0
E1.0
1 ELECTRICAL
0
si .o
STRUCTURALPLAN
0
S2,0
STRUCTURAL DETAILS
1, RYAN GOOLABISINGH, P,E, #82435, AM THE ENGINEER OF RECORD
I
FOR THIS PROJECT AND ATTEST THAT I HAVE EXERCISED
_ S T
RESPONSIBLE CHARGE OVER THE DESIGN CONTAINED IN THIS SET I
[OF =PLANS, PER =FLORIDA STATUTES 6IG15-18.01 I
LABELS
318- TEXTSIZE (MIM), NONSEW FONT UN.O. USE DURABLE ADHESIVE FOR ALL LABELS.
ALL LAPELS TO USE WHITE LETIERS WITH RED BACKGROUND AND SHALL BE UV RESISTANT, REFLECTME WHERE NOFED), WEA-MER RFSISTANTI, AND SU11ABLF FOR FHF ENVIRONMEM PER 11,12,2,11,
UV PESISTANI MARKERS SHALL BE U$ED FOR WRMNG ON LASELS REQURNG INSTALLER -",NRP-lEN VALUES,
LABEL
NOTES
LABEL
NOTES
LABE
NOTFS
NEC 690-54 PERMANENT LABEL
WAPNiNG
APPLY TO AC
POWER SOUPCE
APPLY 10 AC DISCONNEC F
ELECTRIC SHOCK HAZARD
DISCONNECT
APPL Y TO MAIN SERVICE
AC OUTPUT CURRENT = 57 AMP
Eg�=PHOTOVOLTAIC
& PONI OF
DO NOT TOUCH TERMINALS.
01SCONNEOT PANEL SERVING
AC OPERATING VOLTAGE = 240 VOLT
INTERCONNECTION
FERMNALS ON BOTH THE LINE AND
AC AND DC PV SYSTEM.
REFLECTIVE
LOAO SIDES MAY BE ENERGIZED N
APPLY TO ALL DC CONDUITS,
9 THE
RACEWAYS, ENCLOSURE$,
WARNING zL
APPLY TO AC
CABLE ASSEMBLIES EVERY
!OFT, AT TURNS, ABOVE AND
� ' :�
D!SWNNECT,& POINT
PV SOLAR BR AKER
DISCONNECT AT PANEL
SELOW PENE� RATfONS, AND
"v �
DUAL POVVE�R SUPPLY
OF WTERC-ONNECTION
MOM iNVERTER
ALL DC COMBINER AND
SOUO.CF& UTU'rY AND PV SOLAR
LABEL SIZE: 4'x2"
-T
DO NOT RELOCATE TL IS
E "
=0VERCURRENT
QUTRU�
JUNCTION BGXES-
ELECTRIC SYSTEM
� RE 112 E 11
DEV
WHERE OCCURS
REFLECTIVE.
'TEXT S17F AT MAN SERVICE
015CONNECT
PHOTOVOLTAIC DISCONhiECT�
APPLY TO
a4w a—,"m
APPLY TO AC
DISCONNECT
DIRD SCONNECTAT
APPLY TO AC
RASHUIDGWN
FOR SERVICE CALL
DISCONNECF&
SWITCH
`INSTALLER
`INSTALLER NAME'
PHONE NUMBEW
POINT OF
INTERCONNECTION
cs
'5Z
W M —1
W
Z 0
z
oo
ww6
'� 0x
zc� �L
ww
t I x N
'ky
OCENSp
No.82345
/Al, 20/2023
,TATE OF
<
mm
W�
m
PRODUCT !NFORMAT ION
ITEM
MANUFACTURER
MODEL
LISTING/COMPIANCE
PV MODULES
MITREX
M390-Al F
UL
INVERTER
ENPHASE
107+
UL
ALL DISCONNECTS
ENPHASE
DC & AC
UL
ALL
F ENPHASE
CC & AC
UL
PER FL, STATUTE 377,705 (REVISED 7/1(2017), 1, RYAN GOOLASSINGH, P.E. 482345, AN ENGINEER LICENSED
PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE
DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA
BUILDING CODE-
2. REFER TO GENERAL NOTES ON Cl .O FOR ADDITIONAL INFORMATION,
3, PROVIDE 46 BARE GROUND WIRE TO JUNCTION BOX ON ROOF AND 48 IN CONDUIT FROM JUNCTION BOX,
4, EXISTING METER TO BE CHANGED TO A NEW METER BY UTILITY AFTER THE FINAL INSPECTION.
5. PER NEC250.58, WHERE SEPARATE SERVICES, FEEDERS. OR BRANCH CIRCUITS SUPPLY A BUILDiNGAND ARE
REQUIRED TO BE CONNECTED TO A GROUNDING ELECTRODE, THE SAME GROUNDING ELECTRODE SHALL BE USED.
6, NEW MAIN BREAKERS SHALL BE SECURELY CLIPPED / FASTENED TO BUS BAR PER NEC (WHERE OCCURS).
7, TAP IN BIDP:
MAX RATING MAIN SERVICE ENTRANCE CONDUCTOR SIZE,
LINE SIDE TAP CONNECTION IN NIDP WITH PIERCING TAPS BETWEEN METER LOAD SIDE AND EXISTING MAIN
DISCONNECT, TAP SPACE TO BE VERIFIED IN FIELD PER NEC 312.8, IF SPACING REQUIREMENTS ARE NOT MET,
PROVIDE PIERCINGTAP BETWEEN SISTER AND MAIN DISCONNECT IN METAL GUTTER OR ENCLOSURE W/ MIN
WX8`X24'SIZE.
TAP CONDUCTOR SIZE: MINIMUM 6 AWG COPPER OR 4 AING ALUMINUM PER NEC 230A2(B) AND 310.15(B)(7) OR
3ml5(8)(16).
TAP CONDUCTOR LENGTH IS LIMITED TO 10 FEE' PER NEC 705,31.
8, MODULE FRAMES AND RACKING SYSTEM, SHALL BE BONDED USING GROUND LUGS. SEE DIAGRAM ON El.S
GROUNDING SHALL BE CONTINUOUS FROM ARRAY TO EXISTING SERVICE GROUND SYSTEM PER NEC 690,43 AND
690.47.
9. PROVIDE PLAQUE PER NEC 705,10 AT EACH DISCONNECT SHOWING LOCATION OF SERVICE DISCONNECTING MEANS
AND AV DISCONNECTING PAEANS WHEN TAP IS USED AND DISCONNECTS ARE NOT IN THE SAME LOCATION.
10, CONDUCTOR SHALL BE ROUTED IN RACEWAY AND INSIDE PANELBOARD, INCLUDING THE GROUNDED CIRCUIT
CONDUCTOR (NEUTRAL), PER NEC 300.3 AND 250,24(C),
11 (47) MICRO -INVERTERS: TOTAL AMPS = 47 A 1,21A = 56-9A
TOTAL 2P 240V 20A BREAKERS = 4
ELECTRICAL BREAKER RATING: 200A
WIRE CAPACITY:
410 WIRE ON ROOF= 40 AMPS PER NEC 310.16
91 DEG F DESIGN TEMP (CONDUITS / RACEWAYS MIN. ABOVE ROOF)
=> CORRECTION FACTOR = 0 96 PER NEC 310,15(B)
MAX 9 CONDUCTORS IN A SINGLE CONDUIT
=> CORRECTION FACTOR = O.7 PER NEC 310,154,C)
ADJUSTED CAPACITY OF #10 WIRE = 40A A 0,96 X 0.7 = 26.9A
#10 WIRE @60 DEG C = 30A => CONSIDER 26.9A
ESTIMATED MAX AMPS IN #10'NIRE = 13 (MAX) A I Z I A A 1,25 = 19.7A < 26.9A
#3 WIRE ON WALL = 115 ANIPS PER NEC 310A6
91 DEG IF DESIGN TEMP
=> CORRECTION FACTOR = 0.96 PER NEC 310A5(FU
MAX 3 CONDUCTORS IN A SINGLE CONDUIT
=> CORRECTION FACTOR = 1,0 PER NEC 310,15(C)
ADJUSTED CAPACITY OF #3 WIRE = 115A A 0,96 X I S =1 10.4A
#3 WIRE @75 DEG C = I ODA => CONSIDER I ODA
ESTIMATED MAX AMPS IN #3 WIRE = 56,9A X 1.25 = 71 AIR < 100A
TO UTILITY
200A i 240V
SERVICE
ALL CONDUITS TO BE 7/8' DENOTES QUANTITY OF
(MIN.) ABOVE ROOF MODULES IN CIRCUIT. OK TO
ADJUST IN FIELD- MAX
MODULES = 13 PER STRING.
I ENPHASE[07+
SEE C I O FOR ALL SAFETY MICROINVERTER ATTACHED
LABELS REQUIRED. UNDER MODULE (TYP.)+ NEC
690.12 CODE COMPLIANT.
EXISTING SEFIVICE
200A / 240V
ISEE NtiTE 4 PER 1fE1.0.)
SEE SI D FOR APPROXIMATE
LOCATION
METER
3) EXIST, (-410
EXIST.
3) WIRE MIN
GROUND
INTERSYSTEM BRIDGE
PER NEC250,94
ENPHASE IQ TRUNK CABLE
(0-12-240)'#12AWG
THHN-THWN-2 (UL 9703)
EXIST. MOP
SEE SIS FOR
APPROXIMATE LOCATION.
om
L2 Ij U Ll
N
NEUTRAL AND
GROUNDBONDED
1414 WIRE
RE
4� r GROUND ROD
7, _ CwP
13 1
T, 116 BARE POPPER
GROUND WIRE
13 1
PVC J-Box
NEMA-3R
6XIW4
(UV RATED
11 1 2 1
(2r#10 THWN-2 FOR EACH
+
CIRCUIT AND (1)-#8 GROUND IN l'
MIN. DIA, PVC OR OTHER NEC
COMPLIANT CONDUIT
r
ENPHASE SOLAR AD
10 2 1 COI EJNER BOX
L-_IQ-�AAAI-240-4
§CAJ24,0V
t + t SEE 51.0 FOR
'ATION
APPROXIMATE LOS
LOCKABLE DISCONNECT
SEE Sl 0 FOR APPROXIMATE LOCATION
iVdITHiN LOFT OF METER .
NEUTRAL AND GROUND BONDED
MIN=
RATED
FUSECAT 80A
E�l
(3)-#3 THWN-2 IN 14'MIN, DIM. PVC
OR OTHER NEC COMPLIANT
CONDUIT
ALL TERMINALS
10 BE RATED FOR
L5 DEG C WIPE
(W43 THWN-2 AND
(111)48 GROUND IN I
MIN, DIA. PAD OR
OTHER NEC
COMPLIANT CONDUIT
BONDING CONNECTION GROUND PATHS 1#11A,
PAGE
'g
`%Qll
01111111�14 511,01,
9"PON, R W
IESPHAS
E
IQ ENVOY
11�5
A 20A
Ll
� N
I
THE NEC GIVES YOU THE CHOICE OF FOUR METH=f_
FOR ENSURING ELECTRICAL
CONTINUITY AT SERVICE EQUIPMENT, SERVICE-
RACEWAYS, AND SERVICE CONDUCTOR ENCLOSURES
[250,92(B):
1,BONDING JUMPERS. BOND METAL PARTS TO THE
SERVICE NEUTRAL CONDUCTOR, THIS REQUIRES A
MAIN BONDING JUMPER t250,24(8) AND 250.281.
BECAUSE THE SERVICE NEUTRAL CONDUCTOR
PROVIDES THE EFFECTIVE GROUND -FAULT CURRENT
PATH TO THE POWER SUPPLY (250.24(C)],
YOU DON'T HAVE TO INSTALL AN EQUIPMENT
GROUNDING CONDUCTOR WITHIN PVC CONDUIT
CONTAINING SERVICE -ENTRANCE CONDUCTORS
[250,142(A)(1) AND 352.60 EX 21.
2.THREADED FITTINGS. TERMINATE METAL RACEWAYS
TO METAL ENCLOSURES BY THREADED HUBS ON
ENCLOSURES (IF MADE WRENCHTIGHT).
3-THREADLESS FITTINGS. TERMINATE METAL
RACEWAYS TO METAL ENCLOSURES BY THREADLESS
FITTINGS (IF MADE TIGHT)
4,OTHER LISTED DEVICES. THESE INCLUDE
BONDING -TYPE LOCKNUTS, BUSHINGS, WEDGES, OR
BUSHINGS WITH BONDING JUMPERS.
I
No, 82345
71/20/2023
TATE OFI
N
AI SSS
Dpscxigfl_l DATF
ELECTRICAL
771" -ayRUG
SAMPLE BONDING CONNECTIONS ffpR REFERENCE.
im
COMBO.
METER DISC, DAmm
LADDER ACCESS
POINT (TYP,)
ur" It-) rmuv lu= IVIIJUNI
SPACING PER TYPICAL PART
PLAN FOR ALL EXPOSED
PORTRAIT PANELS. (TYP.)
1 ROOF PLAN
om
ARRAY AND ROOF PLAN z� N
DIMENSIONS AND JOIST ORIENTATIONS TO BE
VERIFIED IN FIELD (TYP.)
SEE PART PLAN ON
S2.0 (TYP.)
eh,
A
Ahl
u I z
CENSp
n.
No,82345 %
-03/20/2023
4�7
SATE OF
13.
10 A- k\
NO 11E tPiKA .Alc
STRUCTURAL PLAN
DPAWN SY: RDG
DATE: IJ312S'2023
sto
? S.S. 18-8 BOLT SO J" SS
SERRA7 ED FLANGE NUT
QUICKMOUNT HALO
ULTRAGRIP WITH
[—PROVIDE IRON UFO
CLAMPS
2 4'-0"
1/4!' MAX (U.N.0,
S2.0 MAX RAIL CANT.
PROVIDE (2) MOUNTS AT ARRAY ------ T_
EDGE UNLESS SHOWN OTHERWISE
ON PLAN (ITYP,)
MPS
_!CA
RAIL CONNECTION ANlD---z'- IRON
RON RIDGE
XR10 RAIL
ANCHOR TO ROOF JOIST (TYP,)
PER DETAIL 2/S2,0,
STAGGER CONNECTIONS,
JYP,)
4'_0"
NOTE:------------ _4
ALUMINUM RAILS SHALL AR —PAN E L ------------------------ *__ _b, T
BE SUPPORTED BY MORE P. LANDSCAPE z?l
P IODULE 04
THAN ONE FOOTING ON jyp.) MODULE �
BOTH SIDES OF SPLICE,
9.5" MAX
NOTE: CANT,
REFER TO MODULE
INSTALLATION MANUAL FOR
CLAMPING LOCATIONS AND
MIN. ROOF EDGE OR RIDGE
REQUIREMENTS. EXIST. JOIST (WHERE OCCURS)
24' 0,C, (V,I,F,)
EXIST, JOIST
1*'S,S. 18-8 BOLTV/1 do SS
SERRATED FLANGE NUT
ALUMINUM END CLAMP
OR MlIDCLAMP
,,—ALUMINUM RAIL PER PLAN
r(2)_A'&& LAG BOLTvV/
,'SS FENDER WASHER
—e—BOSTIC SEALANT
—EXISTING 2X4 (MIN.) ROOF
JOIST @24- O-C, (V.1 F,)
,� ARRAY AND ROOF PART PLAN
EXISTING ROOFING
EXISTING PLYWOOD
SHEATHING
REFER TO GENERAL NOTES ON C1.0 FOR ADDITIONAL INFORMATION.
EXISTING ROOF:
SHINGLE ROOF ON PLYWOOD SHEATHING ON 2X4 (MIN.) 'WOOD JOISTS @24" O.C.
MAX.
NOTIFY E-O.R. IF OTHERWISE
DRILLING INTO STRUCTURAL WOOD MEMSER: DO NOT PENETRATE COMPLETELY
THROUGH THE MEMBER WITH PILOT HOLES OR BOLTS. LIMIT BOLT LENGTHS AS
REQUIRED,
LAG SCREW INSTALLATION GUIDELINES:
1. REFER TO MOUNT MANUFACTURER FOR INSTALLATION AND SEALING
GUIDELINES
2. DETERMINE THE LOCATION OF THE MOUNT ON THE ROOF BY TAPPING THE
ROOF AND DRILLING THROUGH THE CENTER OF THE TRUSS WITH, ,�'DRILL
SIT, FILL EXCESS HOLES WITH SEALANT.
3. MARK MOUNTING HOLES FOR MOUNT ON THE ROOFING I UNDERLAYMENT.
MOUNTING HOLES SHOULD BE CENTERED ON THE TRUSSES,
4. DRILL PILOT HOLE,
5. PLACE MOUNT OVER ROOFING I UNDERLAYMENT WITH HOLES IN ROOF,
6APPLY SEALANT TO BOTTOM OF MOUNT, APPLY SEALANT TO LAG SCREWS,
AND FASTEN MOUNT SECURELY TO TRUSSES WITH LAG SCREW PER DETAIL.
7. APPLY ADDITIONAL SEALANT TO TOP OF ASSEMBLY TO BE SURE ALL
PENETRATIONS ARE SEALED.
NOTE: MANUFACTURERS' WARRANTIES MAY NOT BE VALID IF RAIL AND MOUNTS
ARE PROVIDED BY DIFFERENT MANUFACTURERS. INSTALLER TO ACCEPT
RESPONSIBILITY UNLESS APPROVED BY OWNER,
THESE PLANS ARE NOT STAMPED FOR WATER LEAKAGE.
PER FLORIDA STATUE 61G.4-15.021, ROOF PENETRATIONS AND FLASHING ARE
LIMITED TO AN AREA WITHIN 18' OF EACH PENETPATION, AND $HALL BE
PERFORMED IN ACCORDANCE WITH THE NATIONAL ROOFING CONTRACTOR
ASSOCIATION ROOFING PRACTICES,
MITREX
390 W
ALLOWABLE DESIGN WIND LOAD = 50 PSF
PORTRAIT, 33 PSF LANDSCAPE
NOTE:
INSTALL MID CLAMPS BETWEEN
MODULES AND END CLAMPS AT THE
END OF EACH ROW OF MODULES
TYPICAL SOLAR MODULE
LINE ITEM DESCRIPTUN
QUANTITY UNIT
I MITREX39OW
47 EA
2 ENPHA SE IQ7+
47 EA
4 80A ENPHASE COMBINER
1 EA
5 100A FUSED DISCONNECT
1 EA
6 20A BREAKERS
4 EA
7 IRON RIDGE XR10
378 LF
8 QUCKWOUNT IPLO ULTRAGRIP
145 EA.
9 IRON RIDGE MID CLAMPS
75 EA,
10 IRON RIDGE END/END CLAMPS
56 EA
11 GROUND LUGS
12 EA,
12 NEMA3R JUNCTION BOX
1 EA
BILL OF MATERIALS IS BASED SOLELY ON THE DRAWINGS,
QUANTITIES ARE ESTIMATES (W/ +/-1 0% OVERESTIMATION WHERE
APPROPRIATE) AND ARE SUBJECT TO CHANGE BASED ON FIELD
CONDITIONS. HARDWARE, CLAMPS, ELECTRICAL WIRING, ETC,
ARE NOT INCLUDED IN THIS BILL OF MATERIALS, REFER TO THE
COMPLETE SET OF DRAWINGS AND CONTACT INSTALLER FOR
ANY MATERIALS NOT LISTED ABOVE.
�\ BILL OF MATERIALS
Zo
Z
UJ
10 0
Z
uj tu
- � C6 T
uj
o o V) IL
UJ
N
e
, , 1 x I I I I I I I //
'D_GOOLq46!'
//
\,NDENSX
NO,
W/20/2023
0
�TATE %
z1offimpimsm
STRUCTURAL
DETAILS
DRNNN BY RDG
DATE: 03/20/2023
S2.0
R I X3:)i
i F N 0 � N FR E R i 14 G
RDG Engineering, Inc.
Ryan Goolabsingh, P.E.
Florida CA #32850
951 Brickell Avenue, #3605
Miami, FL 33131
786-423-2285
March 20, 2023
Contractor: West Bay Energy
Project: Joseph Nesci
7628 Weehawken Dr,
Zephyrhills, FL 33540
System: Solar PV System
RE: Compliance Letter
To wborn it may concern -
I certify that the structural and electrical installation of the solar PV system, as designed, will not
adversely affect the building structure under normal conditions or during a hurricane event of the
FBC specified intensity.
The intent of this letter is only to verify the loads in posed on the roof as compared to the design
loads of the permitted structure, per Florida Building Code 2020. This letter does not certify the
installation of the solar PV system by means of inspection. In addition, the installer shall notify
nic, the engineer of record for this protect, if the roof or roof framing is not sound or in good
condition, If the roof is not in good condition, a thorough structural inspection shall be
conducted and if necessary, an additional letter and or revised drawings will be provided, prior to
Regards,
RyUGoolabsingh , P.E.
GM,446�
Q7 Z
Nee, 82345
) 0 /20/2023
441 ISTAT F
PROJECT, 23MO-JOSFPH NI,SCI
DESIGN CODE, FLORIDA BURRING CODE 2020
Vuln 445
MPH
vasdz '113
NAM4
XPOSOR :E : C: A T _t: :F :S OR
Kii:CaTruORY !I
20-OFTYPE Coble
. . . . . . .(tOOFBIOPEi 27
DEGREES
G:
0.95
0 R
hi H$1 " 12, ' 'OVe
1!;72i'—,E7�e,
in
�1111�
'E'E 9'
ft
dltoAdnellkl. 9
P`_"
ft
1. All .1�1'
82 "Fo., IS
"Exposed" Cl ... ificll?m 1; EXPOSED
"Fxp.,Ed"CIfft,n.P2: EXPOSED
7- F6 79AA
Rs d65
ASCE 7- T6 FIG 79.4,8
F bd4lN�� cC-0., 002561 KlKn'Kd *V'
qz"15,8 EST
aQQLWwkvuLuUauo �a ,Dl c; rn e. n.aTiDN
PANFLWIDTR: 3&9 ;N
IIANELLENGTFL�� N
PANEL AREA; '?, IT'
MEANRO0FHFI- IT 14 FT
OUILIAN6WIOTH
44 Fj
AuluTINGLENGITI
62 FT
xzt�
11,01
Kd:
0,57
W
4,40 FT
CATEGORY 2R=JM!affL_
. . . .FJNCLOSURF
INTERNAL PRESSURE COEFF,
0,00
ROOF COMPONENT AND CLADDING PRESSURE; h GC
AREA to $1, 20 SF too sp
CNll
t==N1. �N'U ZONE I AND 2e � S�41GI
-Rbd
OME22'1 114111lllI' R
ZONE ar _E,So 1p.32
PANEL PRESSURES PER ASCP 7-:IS, 29AA; Ciµ1t GC ve a
EXPOSED NON -EXPOSED
DO, S NEU POS NEG
ZONE I AND 2e
ZONE 2n, 2,,&3e ZONE 3r
WIND PRESSURE PORIRAII- (2RTXPj _39.8 PS
PANEL CAPACI I Y PORTRAf I �IZ 09
WIND PRESSURE LANDSCAPE- r2ft-NON-EXIII, -26,5 Ps
PANEL CAPACITY LANDSCAPE [=PSr N/A
JWALd�C5i1J.;T162a
WIND PRESSURE- (2FFEXP) -39,9 PS)
MAX. MOUNT SPAN OVER ROOF JOISTS: 4 IT CWEUMFS MAX ROOF JOIST SPACING Of 241
MAX, MOUNT SPAN ALONG ROOF JOISTS: 3.33 FT (BEAM TRIBUTARY WIDTHlf2 PANEL I FNGTFo
WIND LOAD ON RAIL = 132 LECTT
RAIL MAXALLOWABLIF SPAN-: E�=FT OR GREATER 09
tl� UPlIFTMOVNI CAPACITY: T004 LB
MAX RAIL REACTIONS:
SPACINK;
7U OF
; ADD 2e EXPOSED 42I,1 LB
ION IT 2C3' EXPOSED 605.5 I P
CONE 3, NON -EXPOSED 4518 HIS
,ONE 2E, 2r, 3e NON -EXPOSED 403.7 Ill
I I mn 7 In CIN, AND7- NOWFXPOSKl iA,
:ATFFA' . PACIFIED CAPACITY: [:�240 us
OAD DOE 10 GRAVITY
I dt' 2 5 PS1 *PANEL HEIGH T/F2-J2Y`,SPACING 33 UP S,
Rdrz SIERSIOPF, )*fdl 15 IT G00tq,&
IN I FRACTION ENOR ST CASE 1: (167 ox ISEE MANUFACTURERS SPECS)
IAG ROIL DIA: 0.3125 IN
LAG ROLT AREA; OC77 IN'
FAG ROLE STRENGTH: 100,000 PSIm. No,82345
LOAD fACTOR 1.67
LAG SCRFW CAPACI [Y; 4590 TO OR
)42 0 02
0
ANCHOR EMBEDMENT � 15' INTO WOOD SUBSTRATE 4U
ALLOWABLE WITHDRAWAL CAPACII Y 0 S AT OF 441-
W W x Clx Cm x Ct x CAR x Ctn x n x 3,S"
V, 307 to Cd 1.6 CM ro FT - F0 C,g 1 .O C11 - IG G 0, S5 (WIT) n I ANCHOR FMIR0,
OR
w
1719 IB OK
ta"MFIMLI 'EPSAPE PRODUCED FROM ONE or THE FOLLOWING ALUMINUM AUOY!C 5006-T5, 610545,6061-1`6
Test Conditions
STC
... ... .....
Al Ow
ALTO 05 C.QWA
Gi4 V07 11 JT Q
w 111,
.
.. ........
Cow
22 Q
isOSO 4t 411 (4.1`1C-00
NOW 4
...
....... ....
A' v An' n 2
77 FAA] K!�-I w "I PV :675 x 621,
A 0614 1: "T -A&A
if -000 0 TV oil! GRIN Eli
rn 5 la k j
1 1 Q MAxOn A V wymmT OV b "M
Ty, I
(,,�'J,,,121, /--,ar
0 ik c 0 m 1 RPA
A 'V
j-
a�A
E phase 17 and IQ 7 e tern
INPUT DATA (DC) 107.60- -U s
Module c..i.tt.tat:ibil i"tY
Peak power tracking inn voltage
Operating range
Y u—r/max Starr Voltage
Max DC short circuit ourrent
Clve r olta g e class DC port
DC port backfeed current
Pisan ay, Configuration
UT )
"hsXllT §�nt cC`t!'i'EiCiti41' S OUtpUt cur, ent
Nominal frequency
Extended frequency range
AC short circuit fault current over 3 cycles
s
rl,;.ax,€a rRTr i, nr s per 20 A t--I...f branch circuit'
Overvoltage class AC port
AC port bockfeed current
Power, frictorseffir"g
Power factor (adju tf ie)
EFFICIENCY
CFE vyeightc 1 r tf€coin
MECHANICAL DATA
Only
AC side lai'rrtecti .rl regLli e : r-rtax
10 7 Microinverter
7-68Flo
c:e h,11 i 4 half -cell Eli modules
60 V
2/V-45A
EtaV-60it
2V60A
15
it jh
DO side protection fecluired,
Per branch r.ir'c.rrit
IQ 7+ Microinverter
290'V
47-62tiz
6 {240 VAC) 13 (`208 L.= C) I 1: (24t1 VAr) 1,1 (20 A(,)
0.2t5 leaden{; ... 0,85llagg,
8 rnA
1,0
0.86leading . 0,85laggi
Relative humidity range 49=U to 10 ,.E (condensing)
Connector MC (or Tar phomol H4 UTX with additional K;C-6 adapter)
t iite.t . lons (HxWxD2 nun x i , .) rum x :. ,nrn (wit . ut t7rackel)
Weight 1,08Ir (2.36Ibs)
Approved for +*r* taa
Ass
Enclosure Class D double -insuleled, corrosion resistant polymeric k?°tclosur
Envirs° nnierlt al category, / LIV exg;aSUre rating NEMA Type f 1orsldoor
FEATURES
t,crrtaxa uric ation Power 'Line Communication (PLC)
Monitoring Enlighten fd ana,ter and ViyEnlightsin rnonito ,.g o tiori#3_
Both opbcurl; require installation of rara Enphase iQ Envoy,
I , a± ance CA IRLd ,.. 1 rrl € SA)
UL 62109'1, UL'1 t1, lrE:E154l, FCC" Part 15 C.-itass 6 ICES)-0tl03 Class B,
CAN/ uSA-Cx22.2 NO, 11071-0Fi
This product is ULe Listed as PV Rapid 'hut Ct.7wn Equipment and c'onf orn-is with NEC 2014, NEC
20171 and NEC 2020 section 690,12 and C ', 1 2 `# f Rule 64 218 Rapid Sfluldown Of PV S.SteMS,
for ACslid DCa:Cfdu,,.:tors, when installed instructions.
1. No on -forced I)C,,AC ratio, S ,. the c.c.mpa ibihty salter Wr at rt rr,E>, t„sS tS r1 � � { ..Et{ .>,it, ..x<t,.?1,:<.3. ftii t.Y.
2, Nor r al ?oftarie range can be extended trey,,, a r10! ?in i$ ;e:nt, ed bytrie utility,
, T ern.ts rnav varv, Refer toJoceal re€ uirenienis t defi e tho, riur be? of rvs rlora per Wanch i ? your area.
'To learn more about Enphase offerings, visit enphase.corn �-,�-,.ENPHASE
z : E n€ T,, s - _ r y,,, Ar � i ' � ,aS,r,tx ��: <a .via, _.,, ; E it,. 1,�-e x,
I': :rr t ` �i,t .t<3,t. �, . r _+ iit� t�c�, �. i r i �..<<+ IiF= .a, t,, ,. . �� ,. !, h�2r�_ �;. ���
Enphase IQ Combiner 4/4C
N40DEL NUMBER
IQ Combiner 4C (X- iQ-AM'1-240-4C) IQ Combiner 4C with I-Enphase 10 Gatewav rt pnnted rutfi board for integrated revenue, grade. PV production metering
,ANSI C12-'20 +I- 0,5'X-,) and f+i 2,5,%,), 1 rwi udes Enp hase Mobile Conn eel cellular 11 lodern
AvailnWe w the US, Gorl�ada' �Ii"e ='O, Pue,to Rico, and the LIS Vrq4) slands, where there? iVe&NUM(� CoIltdor SCrViCe, o
the inst,'rumon area.) invouaes e, sovef ,"'Om„ shela to rnatcfh V e, IQ tsartety and 1Q) Syst'rn C,ontroi(er and to deffect heat.
ACCESSORIES AND REPLACEMENT PARTS (not i€ cluded. order separately',
,I
Ci-cuit Breakprs Supports Eaten i BR210, BR215, BR220, BR230, BR240, BR250, and EIR260 6rouit breakers,
BRK-IOA-2-240V Crcuft breake,, 2 pmhe, 110A, Eaoh BR210
BRK-15A-2-240V Circuit Lyra seer, 2 pole, '115A, n BR215
BRK-20A,2P,240V Circuit breaker, 2 pale, 20A, Faton BR220
bre�
EIRK-ISA-2P-24OV-8 C i I ,ker, 2 l"ale, " 5A, Ea -,on 8, R21 5 -R ofth, hold doAn ki supporl,
BRK-20A-2P-2-40V-B Cimljil bfwak, 2t,',wie, 20A, Eatoii BR2208 vvKh hold du W ,"-Jpphzt
EPI.C101 Povoe.r Vne (arrier (cornrntintcation bridge pair), quantity - one pair
XA-
olar et-de!d icr IQ Comminer 4/4C SOLMtSHIELD-ES ReplacerocmI s
XA-PIA)G-120-8 Ac(,:ecoory for powi"r Line f3arripl in !Q Combiner AMC (rfs-pAretl for EKC-0!)
XA-ENV-PCBA 3 Re'Dia-ernent IQ Gateway prints.A circuitboard (PCB) for Crn-nbirrev4,'4C
X-10-,NAHD-125A Hold down kit for Fate
E-LEC-I'RICAL SPECIFICATIONS
Syste' Vol tage 120/240 VAC, 60 FIZ
maxco"Itimious current FaUng 65A
Mr,,ax.co tssaauto Tara rrtrcating(intruttrornPV:S�trtragel 64A
MaX, fUSe/('JrCL1't rating (output) 90A
Branchoircufts, (solar and/orstorago) Up to fotv'2-pole Ealon BR series Distribined Generatim (D(a) breakers onl? ,,"not included)
Max. total branch cr't uil breaker rating (mpta) 80Aof di,strjbuted genermlon 1 95AwRh IQ Gateway breaker iitciutled
ProduQ,tian metering CT 200 A soW core tee-insItailed and mred to IQ Gxteway
Cansurnpoon rnonkoring CT fCT-200-SPLIT) A pair of 200 A split core cui rentu irwfornit,-V,
MECHANICAL DATA
. ....... --- .... . . ......... . ...... ... -- ....... ........... ........
orr"enskins (WXHX0) ',17,5 y -411,5 x 1(,,8 cm 04.7" x 19-S'x 6 0'), Height ie ?1,06" (535 with nnoummil lg brawkels,
Weight 7,i kg (16,111bro
Coofng Nalura" convectionj)"us heat shield
w1m, sizes 20 A to 50 A breaker Inputs: I I to 4AWG copper conduo-trws
60A breake, bianch input: 4 to 1/0 AWG copper conductors
AhAays to low iocal code I I or conrl I uclor SWng,
Attitude To2000 meters (6,560 fent)
INTT" RNET CONNECTION OPTIONS
.... .. .... -- ... . ........ .... ..... ...... ... ......... .
)ntegraled w4- i ! 8 0.*1 � 11 Of q
Cellular CELLNIODEIA- Ml -06, SP-05, CELLM DDEMMl - Oo,.rF, 05 (4G cased 1-7 F, M! VOW Is r m.odem), Note that an E.1110'olSo
Mobile Camnem cellular mode m is required for rA Erlsotat le, installationF.
Ethernet Optronal, 802,3, OaISE (or Cat 6) UT P Ethernet cable (riot inoludehl)
0 " C IPLIANCE
CoalrditjnQ Gittevory
W, 610601 -1/CANCSA 22,2 No, 61010-1
;-ENPHASE,
To learn more about nphase offerings, visi", en jjj P
A 1 , ghu,I u, th,"
n�'h' "e'o, Co--in4,r 1h"--,wJ Aht, w,--,ide- 3rks
M
!;'V VODULES UP 2.0 SQ.
Rki,', CANTILEVER
EVER
RN, SPki LENG-8
RAIL SPAN L,rNOTI',
RAIL CANT!LEVEP
LEN Ti
- WEEN SUR-ORTS
ENSUHFORTS
E L4GTt,
FV MCDij-E NOT rAR-, CA THIS
APPROVAL- SEE SFRA,,E
PV WR4V' ' PUBUSIiED
DATA FOR RA Alin, DETMLS
VAX 'V FAME_ AREA NOT TO
EXCEED 22.C, SO FT.
- - - - - - - -
- - — -
d;
-----
--- ---------
2--
-
g
XR-10 RR L(S)
EQUIMSFANr
(OrTfONAL)
PALNEL 001H
PANE WIDTH
PANEL W
—XR-10 RXL
PANEL OVERHWFROM. NAILS-/
3/8
TO BE EQUAL ON BOTH SIDES
TYR.
XR-10 RAIL
N N OMINAL DIMS.
DESiGN LOAD
CAPACITY (PSY)
SiSN'
-7
WILVEP
i NUMBER
H
NtHES
WHES
OF RQL�
24
i 9,11
4
32
12.8
4
36
14
4
IRS 0
48
59
4
75,0
16
6.4
3
100.0
24
32
12.8
3
36
14
3
7912
3
56.5
64
2
60-0
24
S,6
2
60.0
32
12's
2
590
HSeated: 11/2/20
X�EZL D
ACERNATE WE UWT,9
MAX, PV PK4EL AREA NOT TO EXCEED 22,0 SO '7. FL #29843
-11
n
Ojos
z
®cut a
19-51F
IDGE XR FLUSH MOUNT PHOTOVOLTAIC PANEL RACKING SYSTEM
WITH QUICKNIOUNT HALO ULTRAGRIP ROOF ATTACHMENTS
SEE
'"
-
ARTS O:NSH�ETS 1LA
1111D5F0RELABLE "DLA"�A'ED:N
R rTER SPECIFIC GRA1'T,.
Direct Tension/Uplift
(See Chart)
3,000"
U11'COVA4 SLOPS PAX-F
ACROSS St OPE RAlLS,
t, to
E-Asme-,A�p �PArTERN A�,
(2) FASTENERS N
1830'
115 I
Lateral Sher
GheeChart)
N
DESCRIPTION
9153 sealant isaone-compnnent,smnothpolyurethane adhpsive
capable ofdynamicJoint movement tmaling70%ofphginoi)oimr
geometry (±35%),The sealant cures to mtough. flexible rubber
,when exposed tomoisture present inthe atmosphere,
8ostik 915 all seasons formula has physical properties that
will, remain relatively siabte over time, The cured performance
temperature range is-4oOFto15u0FWhere textured appearance
isneeded, please use 8ost|kg16,
APPLICABLE STANDARDS
x3TmCO2OTYPE S,GRADE mS,CLASS 3eUSE mTAmvD M
' usFederal, Specification n-50o23Uc(CDm8-wuS) for
one-componmotseolamsasctasoA,non-sag
' CAAB.SCuQMD.and OTC compliant
Canadian Specification CAN /C5GB1Bx3-M87
' Miami -Dade County, Florida, N[mwo.:13.O423.1O.05/24v17
' Miami -Dade TAS102'Static Uplift Resistance
^ xxMA8OG3
' A4MA1OD/20O/]OOinstallation requirements
BASIC VOS"ES
915 is designed for applications from foundation m finish and
is ideal for, sealing expansion and control joints, tilt op )oims.
perimeters of dnoo, vvindmms, and other wait penetrations. It
has tenacious sealing and bonding performance for many roofing
appUcations, metal roofs, guuers, mmft|le Installations, flashing
and sheet metal applications.
9lScures mform a durable, flexible bond with most building
mallehal,�nichnsstoup, Rmm.masonry, remmir^wood, steel,
xynar'cnatadmetebandcoppermn4most other metals,
WSTALL-AVIr*ON PROTOCOL
Miami -Dade Mate orjoin adjacent surfaces
pdornothe Bosdkgl5skinningandsubsequentcurinQ.nomaxm|ze
wettingpmentiaiofthesestanttothesobsrraL o,xKmwfvU-cvre,
typically7days, priortomnymmchanicastmsstestinprocedures,
Itbremmmended that adhesion testing be performed to capture.
batch control qualities of proposed substrates,
Joint Design: in genera|, more jWnt movement can be
accommodated if) athin bead ofsealant than athick bead. 8ostih
81SskouWbenoch|cl(evthan l/2^(1_2Jmm)and nuzMnmsthan
l/4' (6.4nm), In joints between 1/2^ and r.thc ratio of sealant
width to depth should beappnoximatety2:1.Sealant depth injoints
between 114'and 1'2''shmuW� �e4'Geep Joints w�hdynamic
movement yhuu�nn«bedesigned inwidths less than 1/4'.
Surface Preparation: Surfaces must Uwstructurally clean, gry(no
1ms0an-1ctructuraKysounu.,�reeofrontaminantS,|nctLid|ng.but
not Um|eJto, dust, dirt, I.00smport|cles.tar, asphalt, rust, mill oil,
etc, !fsubstrate $ painted mcoated, scrape away all Loose and
weakly bonded paint orcoating, Any paint orcoating that cannot
beremoved must b*tested toverify adhesion ofthe sealant urto
determine the appropriate surface preparation !fneeded. (See ASP
section nnnext page for daoilsJ
Backer Rods and Bond Breaker Tapes: Bond breakers including,
hutno- tUmitedm.rbeed-celtpolyethylene backer rods are used
tocontrol depth ofthe sealant bead, provide mfirm tooling surface
oI"11 Qqall'JQ%'lQt_"S*Di���w��m�