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HomeMy WebLinkAbout24-7567IN City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-007567-2024 Zeiphyrhills Phone: (813) 780-0020 Issue Date: 01/25/2024 1 Fax: (813) 780-0021 A/1 g 1 _J REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553,80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection, Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, "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 with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE CONTRACTOR SIGNATURE PE IT OFFICEL THOUT APPROVED INSPECTION P'w Kr City of Zephyrhills PERMM:,'10, 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-007567-2024 Zephyrhills Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01f2512024 Permit Tvix: Electric Service ReDlacement/Misc 02 26 21 0180 00000 0710 6102 16-rh Street "a 'too ,0wnorinformation'-, TO Name: CYNTHIA BONCK & ROBERT Permit Type: Electric Service Replacement/M Contractor: FLORIDA POWER CORBIN Class of Work: Add/Alter Residential MANAGEMENT Address: 6102 16Th St ZEPHYRHILLS, FL 33542 Phone: (504) 812-0072 Building Valuation: $0.00 Electrical Valuation: $15,000.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $15,000.00 Total Fees: $115.00 Amount Paid: $115.00 Date Paid: 1/25/2024 3:37:43PM REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553,80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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 with your lender or an attorney before recording your notice of commencement." accordance with City Codes and Ordinances, NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. TRACTOR, NATURE FFICE PE IT 0 PERMIT EXPIR 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Scowlfor Permitting 1 407 )54 28047 Owner's Name Cynthia Owner Phone Number 504-�12-0072�1 ipple Land Laapephyrhills, FL 3Ai Owner's Address. Owner Phone Number ffi Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # 0 SUBDIVIMON Park Hill PARCEL IMFO2262 1-18 0-00 �O000710 MOTAIN90 FROM PROPERTY TAX NOTICE) WORK PROPOSED N1W CONITR ff] ADDIALT = SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE E] SFR Ej COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL d �main­` r=rec:fio:w. TO moon ­ DESCRIPTION OF WORK [cc:o �O�11�edPV �s�olar and paned 6­�pgrade����� BUILDING SIZE L SQ FOOT AG - HEIGHT [�nBUILDING n!=,500 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 FLOOD ZONE AREA =YES NO .1 - - , — I Florida Power Management =MPAN, REGISTERED SEE cUWZ1. Address 60 Garden Commerce Pkwy Winter Garden, FL 347$i License # ELECTRIC; COIAPANY SIGNATURE REGISTERED Address License #E===:= PLUMBER COMPANY SIGNATURE reECISTEREoL_T:5IN �F....RREGt N�l Address License #E===== MECHANICAL COMPANY SIGNATURE REGISTERED Fee curijTEW Address License # OTHER COMPANY SIGNATURE REGISTERED Y 1 N FEE curve N Address License #E:==== #III III I I I It I a at 114114 a I 11111111111141 It I 11I It I at I fit It III a StI1111 I a is III Is RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Focus; R-O-W Permit for new construction, Minimum ton (10) working days after submittal date. Required onafte, Construction Plans, Stormwater Plans wt Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisionsdarge 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 ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitany Fed9fies 8, 1 de, pster. Site Permit for Minera, pprcjects� At! commercial requirements must meet comp!iance SIGN PERMIT Attach (2) sets of Engineered Plans. **"PROPERTY SURVEY required for all NEW construction, Dlrectfons: Fill out application completely. Ov,rner & Cnrumctor sign back of Appfianfinn, nAtAri7Pd if over $2600, a Notice of Commencement is reiquirod. (AtC upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone vain notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroms if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadvasys.,needs ROW 813-780-002e City of Zephyrhills Permit Application Fax-813m780-0021 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 reg flat onG, They underc g teal egss!ene?s responsibi fir for momplitinre x0th Are apnl eabl a need restrict nne_ 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 contest the Pasco County Building Inspection Drosion---Licensing Section at 727-947- 5009. Furthermore, If the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractar Block" of this application for which they wiii be responsibie. if you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that 'transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number W07 and 90-07, as amended. The undersigned also understands, that ee irsh foes, ac may art ttieawill Ma+ idW:ntifiad at taw! limn of pwriffinn k is ftrrfhar i ameierat�xd that Transrrrsrtatinn rme)art FAP.4 anrE Fiaenume Rr?+^nv�+ry 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 an iss sorneone other than the "mner"; I rertifu that I hAve obtained a copy of the ahnue described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'SfOWNER`S AFFIDAVIT: I certify that all the information in this application is accurate and that all veil be done In compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of to 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 reoulations of other government agencies may apply to the intended work. and that it Is my responsibility to Identifv 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, WaterAlvastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering f vatercourses. 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 Mate of Florida. If th€ fill m itari pt is to hfe, tt ail in Floeifl ZI?rg «A" in cnnnt?rtic n with a permitted hfailflin s ipdno etF-m 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, l 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 till, 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 h at., wa:: , ng a 4..1cn of -rr- n p!- ;31n .l. ° „ of oi,y rude Evc-,; pw .,cd s.he b..c d I im.. ..d: authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and veil demonstrate just able 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 Fl,0FrnA JljRAT (F 117 WA) ., OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Sub 'bed and sworn to (or affirmed) before me this in is/are personally known to me or has/have produced c ig are per on lly known fo not or has/havrf produced se identification. ���g. 2......� as idenhfic..hori, AMMM Name of Notary typed, printed or stamped Notary Public Commis Ion No Name of Notary typed, printed or stamped DoCuSign Envelope ID: F47D4F2B-4D2B-40BC-A5D5-50C 1 FF290E38 813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for P he tfing WORK PROPOSED NEW CONSTR F1 ADO/ALT SIGN DEMOLISH INSTALL L_J REPAIR PROPOSED USE SFR E] COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE= HEIGHT "x =BUILDING VALUATION OF TOTAL CONSTRUCT[( =ELECTRICAL AMP SERVICE PROGRESS ENERGY W,R,E,C, =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING ED SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS 1== FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE E=:= REGISTERED Address License ft ELECTRICIAN COMPANY E Taw�o er_ SIGNATURE 5?ikEEI�URR.EN REGISTERED YIN Y/N Addre 7 License # COMPANY PLUMB SIGNA RE REGISTERED URREil�� Address License # MECHANICAL COMPANY E;;;;� ,E,.De� SIGNATURE REGISTERED RED Address License # OTHER COMPANY E SIGNATURE E=:= REGISTERED Y e EEECUR�.NY t N�� Address E_ 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 charts, Construction Plans, Stermwater Plans w/ Silt Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all now projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction, Directiorac Fill out application completely. Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement Is required (AIC upgrades over $7600) .. 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 (PlottSurvey/Footage) Driveways -Not over Counter if on public roadways- needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-8 13-780-0021 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid poor 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 M, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guido' 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' poor to commencement. CONTRACTOWSIOWNCRIS AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive Lands, WaterWastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways, Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement, Federal Aviation Authority -Runways - I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V' unless expressly permitted. If the fill material is to be used in Flood Zone "A', it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. Ifthe 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 poor 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 pertnit prevent the Building Official from thereafter requiring a correction of share in plans, construction or violations of any codes, Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days andwill 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 OWNER OR AGENTCONTRA (IMLAA4 J cribs Subscribed and sworn to (or affirmed) before me this and Tel, efore Me are m ---------- \01 Who is/are personally known to me or has/have produced n to me R.'asm.va, as Identification. as iden Notary Public N.tdlry Public Commission No. Commission No.0 �(o 4 Name of Notary typed; printed or stamped Name 0 otary typed, printed or stamped 'u'SV A040N 101101ION *0141 fitsipung LZOZ V qoj sajldx3 °tuwo:) x W 1POS99C HN # UOISSputuo) �dd' OPPow to alivii$ - allqnd AMION NVITIN N183 Patented. copyright 0 2020 Richard Pantel: All Rights Reserved. Paper or PDF copies of this report may be distributed only to employees of the company listed below under "Prepared for", or to Authorities Having Jursid ction (AHJ's) for their review purposes. This document contains Intellectual Property (IP) created by the Author, and as such, no parts of this calculation report or related data input form(s) may be copied in format, content or intent without permission in writing from the Author. Dis-assembly or reverse engineering of this calculation report or related data input form is strictly prohibited. The Author's contact information is: RPantel@iroofa.solar, web -site: www.iroofa.solar; tel: 908-507-5500. Trademark: iRooF@ and iRooFA-. InstantRooFA Roof Framils www,iroofa.solar fel.° 540.373,5377 - email., infoO11?ooFA.sa1af STRUCTURAL AWA for the T INSTALLATION Project: Cynthia Bonck, 6102 16Th'St, Zephyrhills, FL 33542 Prepared for: Florida PowerManagement 660 Garden Commerce Parkway Winter Garden, FL 34787 �alculqflon' R000rt Index Pages Description Pages Descri tion 1 Cover 2-4 Loading Summary ; Roof structural Calculations for PV Solar Installation Roof Structural _gltj'ons for PV Solar Installation 5-7 Location MP 1 $-10 Lgotkdi,�M #��'�� 11-13 Location: MP 3 n E u Project Number: 66.401453.52, Rev. 0 Report ®ate: 121.1/202y.;7g R'pprf-Prepared by: This item has been digitally signed and sealed by ti >,� +'° ii,,q D .�p,l Richard Pantel, P.E on the date adjacent to the seal ` ' EA1 Printed copies of this document are not considered r " E � signed and sealed and the signature must be verified on ``'t ,,, 1 1` °" 7322 any electronic copies. m STATE ol« ki t it tft, 'O/VA,' °'' Digitally signed by Richard Pantel DN: =US, Diehard Pantel, P,F, RIC-hardst=Virginia, l-Round Hill, o=TectoniCorp, P.U. FL License No. 73222 V287220rantel cn=Richard Pantel email=rpantel@a princeton- healed 2/ � 12023 D.laxa engineering.com Date: 2023.12.21 15:01:29'' +00:00 Cover iRooFATm Coi)vriclht O 2020 Richard Pantel, All Rights Reserved. 1 of 13 Loading u Wind Loading: ion, h ASCE 1 7-16, Figure 26.5-1 A, s. a. �� • w i pg (ASCE 7-1 Table 7.1, Page 34-35) ' i Positive values indicate net downward force Loading Summary R iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 2of13 Stanchion Fastener mull -taut and Spa ing Calculations Framing ;spacing ft 2.0 Rails l Module ea Max proposed stanchion span ft 4.00 # fasteners per stanchion 1 Solt thread embedment de th in 3 Safety Factor 1.10 Pull-out for 5116 threaded fasteners lblin 220 Factored max fastener `uplift capacity lb 599 Fastenerdetail I Material Stainless Size 5116 Predrill hale 0.16" dia or use self tapping Max stanchion uplift capacity lb 1100 Max su port paint u lift ca aaity lb 599 RoofZones 1,2e 2n,2r,3e 3r Net lift Der module lb 264 354 514� Min tot bolt thread embedment de th r "d in 1.3 Fil.78 257 Net uplift ressure 7, 0.60L? ®t7.6W-17.76 3,82 - 4.51 Allowable lift area l support point sf 33.73 25.14 17.35 Max rail s an per framin s acin ft I 4.00 I A ro I A Landscape Modules Length along rafter ft 3.72 Lift calc'ed max stanchion E1N s aoin ft > 6 6 > Max stanchion EW spacing 1't 4.00 1 4.00 4.00 Maximum module area I support point sf 7.44 7.44 7.44 Factored liftper support point lb -132 -1 77 -257 Portrait Modules Length along rafter ft 5.65 Lift calc'ed max stanchion E spacin ft > 6 > 6 &00 Max stanchion EW spacingft 4.00 4.00 4.00 Maximum module area l support oint sf 11.30 11. 00 11.30 Factored lift per support point lb -201 -269 -390 Stanchion support threaded fastener sizes are indicated in the Module Loading Summary table above. Lift forces were determined from GCp and other coefficients contained in the AS E nomographs Loading' Summary R iRooFATm Copyright 0 2020 Richard Pantel. All Rights Reserved. 3 of 13 Conclusions We were asked to review the roof of Cynthia Bonck, located at 6102 16Th St, Zephyrhills, FL, by Florida Power Management, to determine its suitability to support a-PV solar system installation. ` The referenced building's roof structure was field measured by Florida Power Management. The attached framing analyses reflect the results of those field measurements combined with the PV solar module locations shown on the PV solar roof layout design prepared by Florida Power Management. Loads are calculated to combine the existing building and environmental loads with the proposed new PV array loads. The IronRidge XR10 Rail racking and IronRidge FlashFoot2 stanchions were selected for this project by Florida Power Management. The racking and support stanchions shall be placed as shown on their plans, dated 12/20/2023, and shall be fastened to the roof framing using fastener sizes indicated in this report. Rack support spacing shall be no more than that shown above. Note that support points for alternating rows shall share the same roof support member. Intermediate rows shall move the support points laterally to the next roof support' member. Framing Summary Based upon the attachedaccordance: i Section R324.4 and the FBC's reference to IRC 2018 Section 1607.12.5.2, the existing roofsframing systems are capable of supporting the additional for proposed PV solarsystem along with the existing building x • environmental loads. supplemental roof framing structural supports are required. Minimum required anchorage fastening is described above. Wood fastener notes: 1) Fastener threads must be embedded in the side grain of a roof support structural member or other structural member integrated, into the building's structure. 2) Fastener must be located in the middle third of the structural member. 3) install fasteners with head and where required, washer, flush to material surface (no gap). do not over -torque. References and Codes. 1) ASCE 7-16 Minimum design Loads for Buildings and Other Structures 2) IBC 2013 3) FBC 2020 4) 2022 Florida Statues and 2023 Florida Administrative Codes b) American Wood Council, NdS 2018,Table 12. 2A, 12.3.3A. 6) American Wood Council, Wood Structural design, 1992, Figure 6. Loading Summary R iRooFATM Copyright @ 2020 Richard Pantel. All Rights Reserved. 4 of 13 Roof Structural Calculations for PV Solar Installation Array AR-1 Location: MP 1 Geometric Data E) deg. 19:00 Angle of roof plane from horizontal, in degrees w deg. 0.00 Angle the solar panel snakes with the roof surface' L ft, 38.58 Length of roof `lane, in feet (meters) W ft. 14A2 flan view width of roof plane, in feet meters h ft. 15.00 Average height of roof above grade, in feet meters) Woof Wlnd `one Width Wind Velocity Pressure, q, evaluated at the height qz- 2$,5i psf Vasd q Ipsr Basic wind pressure V= 137 m ll Framin Data Rafter l Truss Q i» 24,00 4$ Max, Rack Support Spacing{in} Member Total Leenth ft 14.1 #t Modules f Roof plane erraber Properties errtber * Mem properties based upon field measurements Name Weight 4 xistin bead Loac9s Framin Members Roof Beck & Surface Sum Existing ILL Roof Pro' osed P� end PV Module-+ Stanchion 1 2x4. Rafter sf load 2.26 0.10 Description O? 50 in. Plywood wl Standard Asphalt Shingles Module P ysical Data kg Module 21.50 Stanchions 0.91 Units psf psf Loads psf Load psf lb 47.39 2.0 Value 0.5 4.40 5.16 235 Array AR-1 iRooFATm Copyright @ 2020 Richard P ntel, All Rights Reserved. 5 of 13 ASCE 7.16 Method for Calculating Uplift on PV Modules Notation Lp = Panel chord length. p = uplift wind pressure ya = Solar panel pressure equalization factor, defined in Fig. 9.4-8. yE = Array; edge factor as defined in Section 29.4.4. 8 = Angle of plane of roof from horizontal, in degrees. 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. O >= 7 deg TRUE Min.d1: Exposed FALSE Max.d 1: Exposed TRIM Use EXPOSED for uplift calculations yE=Fnl.L5=8.47`ya = 67 p = gh(GCp) ( E) (Ya) (Ibfft2) (9.4-7) Zones 1,2e 2n,2r3e 3r , Windload f -34.29 1 -44.40 1 -62.22 Module Wind Loading Module Module Downward Upward U ward __Upward Zones 1,2e 2n2r,3e 3r All Zones GC -1.95 12. 33 .3.54 0.47 Windload_( sf) -34.29 -44.40 -62..2 8.27 Roof Live Load (Lr Ex. Roof Design Live Load per ASCE 7-16 Table 4- psf 20 20 20 20 ASCE 7.16 Chapter 2 Combinations of Loads, "Table 2.4, Page fi in sf) 2.2 SYMBOLS AND NOTATION Module Module Module Downward U ward U ward U ward D -dead load ofSum Existin DL Roof Loads 5.16 5.16 5.16 5.16 Lr = roof live load 20.00 20.00 20.00 20.00 IS = snow load Zeroed out to test for IBC % Dead Lead Only 0.00 0.00 0.00 0.00 wind load -34.29 -44.40 -62.2 8.27 2.4 Combining;Nominal Lows Using Allowable Stress Design in " s 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever produces the most unfavorable effect in the building„ foundation, or structural member being considered. Effects of one or more loads not acting shall be considered. ombinafion Formulae U wardj U ward ASCE 7-16 Chapter 2 Combinations of Loads, Table 2.4, Page in hones 1,2e 2n,2r,3e 2.2 SYMBOLS AND NOTATION Module Module Upward Upward D = dead load of ExistingDead Loads and Proposed PV Dead Load i.51 7,51 Lr = roof live load 20.00 20.00 W = wind load -34.29 44.40 Use this loading combination for DOWNWARD for Existing Dead Loads 6. D + 035L - 015 0.60W + 0 75 Lr or S or R 25.16 25.16 U ward pso 3r Module Upward 7.51 20 00 - 22722 25.16 Downward All Zones Downward 7,51 20.00 8.27 28:89 Array AR-1 iRo6FATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 6 of 13 Use this loading combination for UPWARD for Propose PV 7, 0.60 - 0,6W �17.76 - Module Support point load(lb) -13 Check % Roof Load Increase Total Roof Area sf 547 Existin ovunward Roof Load f 28.8 Existing Downward Roof Load. lb 15,814 Number of PV Modules ea 6 Area of PV Modules sf 126 Total weight of Existing Roof + PV 1b 16,110 % increase in total loading 1. °l0 Chock if % increase < 5% OK In accordance with 'IBC 3404.3 Existing Structures Carrying Gravity Loads', the net it the PV modules, is less than 5%. Hence, no structural modifications for this id -34.51 5.83 -257 43 roof load after adding are required. Array AR-1 iRooFATM Copyright O 2020 Richard Pantel. All Rights Reserved. 7of13 Roof Structural Calculations for PV Solar Installation Location; MP Array AR-2 Roof Wind Zone Width use; a = 3.00 ft Framing Data` Rafter / Truss OC in�24. 48 Max. Rack Support Spacing (in) Member Total Length ft 10 # Modules i Roof Plane ember Fr® erties eater Merry properties based upon field measurements Name 1 {1)x4. Rafter .. - Data 4 Stanchions i t !Framing Members!Roof i • Deck & Surface ..sib I I i! _ r .• • iule + Stanchio Description ood w/ Standard Asphalt Shinle Array AR-2 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved 8 of 13 ASCE 7.16 Method for Calculating Uplift on PV Modules Natation Lip, = Panel chord length; p = uplift wind pressure ya = Solar panel pressure equalization factor, defined in Fig. 29.4-8. yE ® Array edge factor as defined in Section 29.4.4: 0 = Angle of plane of roof from horizontal, in degrees. 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. O >= 7 deg TRUE Min,d1. Exposed , FALSE Max.d1 Exposed TRUE Use EXPOSED for uplift calculations 1.5 Lp i 8.47 yE 1.5 ya = 0:67 p qh(GCp) (YE) NO Cl rft2j (29.4-7) Zones 1,2e 2n,20e 3r p Windload psf-34.2944'.40 -62.2LJ Wind loading Module ;Rodole Module Downward Upward U ward , U ward Zones 1,2e 2n,2r,3e 3r All Zones GCp -1.95 :2.53 -3.54 0.47 Windload ` sf .34.29 -44,40 -62:22 8,27 dsaf Live. Load (Lr Ex: Roof }esi n Live Load er ASCE 7®16 Table 4-1 sf 20 20 20 20 ASCE 7-1 Gha ter 2 Gornbinations of Loads, Table 2.4, Rage in'psf 2.2 SYMBOLS AND NOTATION Module Module Module Downward Upward Upward U ward D' = dead load of Sum Existing DL Roof Loads 5.16 5.16 5.16 5.16 Lr = roof live load- 20.00 20.00 20.00 20.00 S = snow load Zeroed out to test for IBC 5% Dead Load Only 0.00 0.00 0.00 0.00 W =wind load 27 2.4 Combining Nominal Lod ll irr All wable'Stre Liesi `ra in ` s 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one or more loads not acting shall be considered._ Combination Formulae ward U' ward U wardT Downward All Zones Downward 7:51 20.00 ASCE 7-1Chapter 2 Combinations of Loads, Table 2.4, Page 6 in Zones 1,2e 2n,2r,3e 2.2 SYMBOLS AND NOTATION Module Module U ward U ward D = dead load of Existing Dead Loads and Proposed PV Dead Load 7.1 7.51 Lr = roof live load 20.00 207C0 ps 3r U ward U wa 7.51 20.00 W = wind load _34.9 1 -44.40 Use this "l4adirt' oor�bination fo�DOWWNWWARUD Existin%ead �Loadds�..�6. D + 0.7 L - 0.75 0.60W + 0.75 Lr or S or 16 Array AR-2 iRooFArm Copyright @ 2020 Richard Pantel. All Rights Reserved. 1 62:22 8.27 9 of 13 Use this loading combination for DOWNWARD for Existing Dead Loads and `Prop o ed PV Dead Load ` 6. D + 0.751- - 010.60W} + 0.75 Lr or Scar Rj .51 31.24 Module Support paint load (lb) 205 205 205 232 Use this loading combination for UPWARD for Propose PV Dead Load 7. 0.60D --0.6W -17.76 -23.82 -34.51 5.83 Module Support point load (lb) 132 -177 -257 43 Check % Roof Load Increase Total Roof Area sf 75 Existing Downward Roof Load psf 28.89 Existing Downward Roof Load lb 21,794 Number of PV Modules ea 10 Area of PV Modules sf 210 Total weight of Existin F2oof PV lb 22,288 % increase in total loading 2.3% Check if % increase < 5% O #Modules Proposed ea 10 ithin Limits' # Modules Allowed es 22 ®�C In accordance with "IBC 34043 existing Structures Carrying Gravity Loads", the net increase in roof'ioad after adding the F'V modules, is less than 5°1�.. Hence; no structural modifications for this structure are required, Array AR-2 iRooFATm Copyright @ 2020 Richard Pantel. All Rights Reserved. 10 of 13 Roof Structural Calculations for PV Solar Installation Array-AR-3 Location: P 3 Geometric Data deg. 19.00 Angle of roof plane from horizontal, in degrees w deg. 0 00 Angle the solar panel makes with the roof surface L ft. 42.92 Len th of roof 21ane, in feet meters W ft. 14:50 Plan view width of roof plane, in feet meters h ft. 15.00 Average height of roof above grade, in feet rneters Roof Wind NoMeWidithEjE]us Wind Velocity Pressure, q, evaluated at the height z a7 Ipsf V sd q = 17.44 )sf I Basic wind pressure V= 1 mph Framing Data Rafter 1 Truss bC in 24..00 43 Max. Rack u cart Spacing(in) Member Total Length ft 14.28 3 # Modules 1 Roof Diane Member Properties Eember * Mem properties based upon field measurements Name (1)2x4. Rafter • s s • psf load 2.26 0.10 Descri Lion d.50 in.Pl ood wl Standard Asphalt Shin les Array AR-3 iRooFATm Copyright U 2020 Richard Rantel.-All Rights Reserved. 11 of 1 ASCE 7-16 Method for Calculating Uplift on PV Modules Natation Lp = Panel chord length. p = uplift wind pressure ya = Solar panel pressure equalization factor, defined in Fig. 29.4-8. yE = ,gray edge factor as defined in Section 2.4.4, 6 = Angle of plane of roof from horizontal, in degrees. 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Sleights and Roof Slopes. 0 >= 7 deg TRUE Min.dl: Exposed FALSE Max,dl: Exposed TRUE Use EXPOSED for uplift calculations 1. a L57 8.47 yF 1ya = 0. p = gh(GCp) (YE) (YJ (lbrft2) (29.4-7) Zones 1,2e 2n,2r,e r p, Windload pf)-34.29' -44040 62,22 •• • Roof Liv1-111 .. a a e e .` s:s a s .♦ ♦- s a • ••UFIIdTQ1d.WIe U11(l(A Ill UIC • • e WArMaLIVI,• •, •, • �. .• h e loadsor more • acting Combination Formulae i ff—V�M�� Array AR-3 iRooFATM Copyright Q 2020 Richard Mantel. All Rights Reserved. 12 of 13 # Modules Proposed Modules Allowed In accordance with "IBC 340 the PV modules, is ea 8 ithfrt Lir»ats ea 17 OK sting Structures Carrying Gravity Loads', the net increase in roof load after adding` n 5%. Hence, no structural modifications for this structure are reguired. Array AR-3 iRooFA-rM Copyright @ 2020 Richard Pantel. All Rights Reserved. 13of1 ' This item has been digitally signed and sealed by Richard Pantel, P.E. on the dat PHOTOVOLTAIC ROOF MOUNT SYS ar t co erect signed and Seale nd the n` ronic copies. F� I " WR 24 MODULES -ROOF MOUNTED ® 9.240 KW DC, 6.960 KW AC FLORIDA POWER MANAGEMENT 660 GARDEN COMMERCE PARKWAY WINTER GARDEN, FL 34787 PROJECT DATA GENERAL NOTES VICINITYe... REVISIONS ._.._..®.... DATE —l.. REV PROJECT 6102 16TH ST, 1. ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED, WHERE WARRANTED. r % f INITIAL DESIGN 12/20/2023 ADDRESS ZEPHYRHILLS, FL 33542 2. THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH ARTICLE 690 OF THE NEC 2017. OWNER: CYNTHIA BONCK 3. THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL ' OPERATION.' ) DESIGNER: ESR 4. ALL CONDUCTORS OF A CIRCUIT, INCLUDING THE EGO, MUST BE INSTALLED IN THE SAME RACEWAY, OR CABLE, OR OTHERWISE RUN WITH THE PV ARRAY CIRCUIT CONDUCTORS WHEN THEY LEAVE THE VICINITY OF THE PV ARRAY. r 2r �, ,, < a SCOPE: 9.240 KW DC ROOF MOUNT / a SOLAR PV SYSTEM WITH 5. WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING, IT SHALL BE IDENTIFIED AS CAUTION: SOLAR CIRCUIT" EVERY 10FT. 24 JA SOLAR: JAM54S31 385/MR 385W PV MODULES WITH 6. HEIGHT OF THE AC DISCONNECT SHALL NOT EXCEED 6'-7" PER NEC CODE 240.24. -e 24 ENPHASE IQ8PLUS-72-2-US 290W 7A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH CEC 690.47 AND 250.50 THROUGH 60 AND 250-166 SHALL BE ,iroeue=u, .MICROINVERTERS EQUIPPED WITH RAPID PROVIDED. PER NEC GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO THE SERVICE - Iird �`?P cEN` ti ., 'i SHUTDOWN WITH ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED antel ,.c .,,.. �` 3�te Sic UPGRADE MAIN SERVICE PANEL TO 200A AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT. GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE No. �aze2 � s "; RATED BUS WITH 150A MAINBREAKER CONDUCTORS SHALL BE NO LESS THAN #8 AWG AND NO LARGER THAN #6 AWG COPPER AND BONDED TO THE EXISTING HOUSE ����� sr reoF P a z GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. a,_ra..r�z ''•;Fss•;oa yQ�`. AUTHORITIES HAVING JURISDICTION: 8. PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON-COMBUSTIBLE. BUILDING: CITY OF ZEPHYRHILLS °£ s ,,Reviewed and approved P and span= ZONING: CITY OF ZEPHYRHILLS 9. PHOTOVOLTAIC INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING. MECHANICAL, OR BUILDING ROOF VENTS. :r == s Richard Pantel, P.E. FL L'Ic. No. 73222 UTILITY: DUKE ENERGY 10. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE. 7 'a 3 12/21/2023 WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF THE ROOF SURFACE. H T I E 11. ALL SINAGE TO BE PLACED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV +• "e PROJECT NAME &ADDRESS RESISTANT. ALL PLAQUES AND SINAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ, PV-1 COVER SHEET It PV-2 SITE PLAN 12. INVERTER(S) USED IN UNGROUNDED SYSTEM SHALL BE UL 1741 LISTED. PV-3 ROOF PLAN & MODULES Z uj I.. M 13. THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WIRING AND INTERCONNECTION SHALL BE PERFORMED ONLY BY 0 0 U) —LL' PV-4 ELECTRICAL PLAN QUALIFIED PERSONS {NEC 690.4(C)I PV-5 STRUCTURAL DETAIL co Lij PV-6 ELECTRICAL LINE DIAGRAM 14. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED (OR BETTER), INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND ~ PV-7 WIRING CALCULATIONS SWITCHES. _ PV-8 LABELS 15. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH NEC ARTICLE 250. CD PV-9 PLACARD uj V_ y- PV-10 MICRO INVERTER CHART 16. SYSTEM GROUNDING SHALL BE IN ACCORDANCE WITH NEC 690.41. _ CL PV-11+ EQUIPMENT SPECIFICATIONS W 17, PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION IN ACCORDANCE WITH NEC 690.12 CODE REFERENCES �g- 18. DISCONNECTING MEANS SHALL BE LOCATED IN A VISIBLE, READILY ACCESSIBLE LOCATION WITHIN THE PV SYSTEM DRAWN BY SIGNATURE EQUIPMENT OR A MAXIMUM OF 10 FEET AWAY FROM THE SYSTEM [NEC 690,13(A)j PROJECT TO COMPLY WITH THE FOLLOWING: ESR 19. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH NEC 690.31 SHEET NAME 20. WORK CLEARANCES AROUND ELECTRICAL EQUIPMENT WILL BE MAINTAINED PER NEC 110.26(A)(1), 110.26(A)(2) AND 110.26(A)(3). FLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 (FRC) COVER SHEET FLORIDA PLUMBING CODE, 7TH EDITION 2020 (FPC) 21. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED, LISTED & IDENTIFIED IN ACCORDANCE WITH FLORIDA BUILDING CODE, 7TH EDITION 2020 EDITION (FBC) UL1703 FLORIDA MECHANICAL CODE, 7TH EDITION 2020 (FMC) SHEET SIZE 2017 NATIONAL ELECTRICAL CODE 22. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. FLORIDA FIRE PREVENTION CODE, 7TH EDITION 2020 ANSI (FFPC) 11 " X 17" SHEET NUMBER PV_1 24 X JA SOLAR: JAM54S31 385/MR 385W MONO MODULES MOTE: VISIBLE, LOCKABLE, LABELED AC DISCONNECT ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES LOCATED WITHIN 10° OF UTILITY METER DC SYSTEM SIZE: 24 x 385 = 9.240KW DC AC SYSTEM SIZE: 24 x 290 = 6.96OKW AC EQUIPMERIT SIMMARY A EQUIPPED 1 3 9 AJ SITE PLAN =I SCALE: 3/32" = V-0" 385W MONO MODULES WITH ENPHASE i 1_O 1� r` +', • MODULES WITH ENPHASE - r ss R DESIGN SPECIFICATI®s item has been digitally signed and sealed by Richard Pantel, P.E. on the ICI the seal. Printed copies of this document are not considered sned and se OCCUPANCY: 11 signature must be verified on any electronic colas. CONSTRUCTION: SINGLE-FAMILY ZONING: RESIDENTIAL GROUND SNOW LOAD: REFER STRUCTURAL LETTER WIND EXPOSURE: REFER STRUCTURAL LETTER WIND SPEED: REFER STRUCTURAL LETTER S I �g I i= ' s ROOF42 8 385W MONO MODULES WITH ENPHASE • SHUTDOWNMICROINVERTERS EQUIPPED WITH RAPID the M A N A '_$ N i FLORIDA POWER MANAGEMENT R WINTER GARDEN, REVISIONS DESCRIPTION DATE INITIAL DESIGN 12/20/2023 i' r «r,vs NO 73222 927 mom: r� b T 3Tf1'E OF Reviewed and approved Richard Pantel, P.E. FL Lic. No. 73222 12121 /2023 PROJECT NAME & ADDRESS cis {ri L. �— C®1 t LI N DRAWN BY ESR (E) TREES SHEET NAME SITE PLAN SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV- OVULE TYPE, DIMENSIONS & WEIGHT NUMBER OF MODULES = 24 MODULES MODULE TYPE = JA SOLAR: JAM54S31 385/MR 385W MONO MODULES MODULE WEIGHT = 47.39 LES / 21.51<G, MODULE DIMENSIONS = 67.79" x 44.64°" = 21.01 SF N w E 6 `• 18" FIRE ROOF #1 (6) JA SOLAR: JAM54S31 385/MR 385W MONO MODULES WITH ENPHASE Q,. MICROINVERTERS EQUIPPED RAPID SHUTDOWN mg ---------------- ---------------- 1__ 7 I —I 4-4 ! _ �� _ '-1 V 1 ROOF PLAN & MODULES PV-3 SCALE: 1/8" = 1°—O" 00 ROOF #3 L ROOF #3 PITCH — 19° (8) JA SOLAR: JAM54S31 385/MR AZIM. — 181° 385W MONO MODULES WITH ENPHASE IQ8PLUS-72-2—US 29OW MICROINVERTERS EQUIPPED WITH RAPID SHUTDOWN rN lI 1.0 the s 0()fp t considered signed and s U t v n an electronic copies. TYPE ASPHALT SHINGLE LAYER 1LAYER #1 1 6 19° 1 271° 2"X4" 24" nd the FLORI[IjAK)WER FLORIDA MANAGEMENT WINTER GARDEN, FIL 34787 REVISIONS #2 10 19° 91, 2"X4" 24"° -- DESCRIPTION DATE #3 8 19° 181 ° 1 2"X4" 24"INITIAL DESIGN 12/20/2023 — (N) MAIN SERVICE PANEL (OUTSIDE) ARRAY AREA & ROOF AREA CALC'S TOTAL PV ARRAY TOTAL ROOF ROOF AREA AREA AREA COVERED BY (SQ. FT.) (Sq. Ft.) ARRAY (%) 504.24 1713.13 29 (N) IRONRIDGE XR10 RAIL r ROOF #2 (10) JA SOLAR: JAM54S31 385/MR 385W MONO MODULES WITH ENPHASE IQ8PLUS-72-2—US 29OW MICROINVERTERS EQUIPPED WITH RAPID SHUTDOWN ROOF #2 PITCH — 19° AZIM. — 91 ° '—<, C t N, J A N � `^ � ^2" `�' No 73222 STATE Or 44 A " JA SOLAR: JAM54S31 385/MR 385W MODULES LEGEND JB — JUNCTION BOX sD — SOLADECK INV — INVERTER CB — COMBINER BOX ACD — AC DISCONNECT UM — UTILITY METER MSP — MAIN SERVICE PANEL — VENT, ATTIC FAN (ROOF OBSTRUCTION) — ROOF ATTACHMENT —TRUSS _._..nn..., —CONDUIT 1 i Reviewed and approved Richard Pantel, P.E. FL Lic. No. 73222 12/21/2023 PROJECT NAME & ADDRESS I® Cy') {Pj — ggg e oa U) cN uj DRAWN BY ESR SHEET NAME ROOF PLAN & MODULES SHEET SIZE ANSI 11 " X 17" SHEET NUMBER Pal- DC SYSTEM SIZE: s 6.96OKW AC SOLAR: PANEL s0 CIRCUIT LEGENDS CIRCUIT 411 ELECTRICAL PLAN PV-4 SCALE: 1/8" = 1'-0" y� W.� r Y.. s 4 •l ` 'ERT ul J1iS EQUIPPED , UNDERUTDO a PANEL II � I WITH 2/� 1@a111lr I This item has been digitally signed and sealed by Richard Pantel, P.E. on the the seal. Printed copies of this document are not considered signed and sc signature must be verified on any electronic copies. LEGEND B -JUNCTION BOX SD - SOLADECK lNV - INVERTER CB -COMBINER BOX ACD - AC DISCONNECT E - UTILITY METER MSP - MAIN SERVICE PANEL - VENT, ATTIC FAN (ROOF OBSTRUCTION) - ROOF ATTACHMENT -- ®TRUSS - -CONDUIT BILL OF MATERIALS DESCRIPTION DULES JA SOLAR: 71SHUTDOWN EQUIPPED RAPID 1. 1=1SOLADECKS COMBINERI��III ENPHASEQ COMBINER t� x . . r SOLARBUS BAR, NEMA 3R i COMPLIANT AC DISCONNECT NON -FUSED 1 DISCONNECT s SPLICE FOOT XL RAIL CONNECTOR ! • ! �.MODULE END C MPS / STOPPER SLEEVE GROUNDING LUG ATTACHMENTS IRONRIDGE FLASHFOOT-2 ATTACHMENTS p"ur M A M A 6i� M`%E N T FLORIDA MANAGEMENT REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 01 STATE OF oR\', Reviewed and approved Richard Pantel, P.E. FL Lic. No. 73222 12/21 /2023 PROJECT NAME & ADDRESS '- !-- ce3 LL CO Z Uj C\1 cfl IdI N DRAWN BY ESR SHEET NAME ELECTRICAL PLAN SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-4 This item has been digitally signed and sealed by Richard Pantel, P.E. on the dat the seal, Printed copies of this document are not considered signed and seals indthe signature must be verified on any electronic copies, z .r (N) PV MODULE FLDRI �` a v A � .T SEE (2/PV-5) FOR FLORIDA POWER ENLARGED VIEW MANAGEMENT 660 GARDEN COMMERCE PARKWAY WINTER GARDEN, FL 34787 � (E) ROOF DECKING ®�' REvlsioNs (1 DESCRIPTION DATE REV �t± INITIAL DESIGN 12/20/2023 (E) ASPHALT SHINGLE ROOF r ' A � �.t,� p${NClB h88s0 o GCENS.F''>. I r3 �.i � m No. 73222 '- STRUCTURAL ATTACMENT®r" (SIDE VIEW9 .,I j S7A'E OF •=aw J ,. Fm PV-5 .SCALE: N.T,S N5N4kf1� Reviewed and approved Richard Pantel, P.E. r FL Lic, No, 73222 (N) GROUNDING 12/21/2023 END/MID CLAMP PROJECT NAME & ADDRESS (N) IRONRIDGE XR10 RAIL U-) (N) IRONRIDGE FSHFOOT-2 (N) PV MODULE � (E) ROOF DECKING < 0 `Irl � ALUMINUM "L" BRACKET ---_ �'' T � W/3/8" SS BOLT & NUT � � ca 2"X4" TRUSS @ 24"O.CLU (� N FLASHING 5/16" x 5.25" 304SS REMOVABLE HANGER BOLT WITH MINIMUM DRAWN BY 3" THREAD EMBEDMENT, SR SEALED PENETRATION SHEET NAME (E) ASPHALT SHINGLE ROOF STRUCTURAL DETAIL SHEET SIZE ANSI B 11 " X 7" (ENLARGED2 ATTACHMENT DETAIL SHEET NUMBER Phi-5 SCALE: N.T.S PV®5 a r r PANELOCATED UNDER EACH (120% RULE): MAIN BUSS X 1.2 - MAIN BREAKER => PV BREAKER 200A X 1.2 - 150A — 40A 90A => 40A HENCE OK 0 1 2 L_ 1 F 2 JA SOLAR: JAM54S31 385/MR 385W MODULES BRANCH #1 J+3 0 0 0 11 12 + + 0 0 0 s 9 BRANCH #2 3 0 0 0 11 12 WA + +_..,., 0 0 0 , BRANCH TERMINATOR (ET -TERM) ENPHASE IQ8PLUS-72-2-US 290W MICROINVERTERS EQUIPPED WITH RAPID SHUTDOWN LOCATED UNDER EACH PANEL (240V) ELECTRICALLINE aw- PV-6 SCALE: NTS SOLADECK, 600V, NEMA 3R, UL LISTED INTERCONNECTION NOTES: INTERCONNECTION1. COMPLIANCE [NEC 230.951. 1 ALL EQUIPMENT TO BE RATED FOR BACKFEEDING. •, • • s': s k t avy-mg L@JZRTAI Ire I I etwel mrAwl Iva a inn I al ENPHASE IQ COMBINER X-IQ-AM1-240-4 120/240VAC, 1�, 3W 125A RATED BUS BAR, NEMA 3R SOLAR LOADS ONLY UL 1741 COMPLIANT PV AC DISCONNECT 240V, 1�, 3W :7ATjE:W:AY 60A RATED ; NEMA 3R �15A/21P Lm LINE —0 P b 20A/2P --0 LOAD N L1 G -J N N L� This item has been digitally signed and sealed by Richard Pantel, P.E. on the d the seal, Printed copies of this document are not considered signed and sea GROUNDING & GENERAL NOTES: signature must be verified on any electronic copies. 1. PV GROUNDING ELECTRODE SYSTEM NEEDS TO BE INSTALLED IN ACCORDANCE WITH (NEC 690.431 2. PV INVERTER IS UNGROUNDED, TRANSFORMER -LESS TYPE. 3. DC GEC AND AC EGO TO REMAIN UNSPLICED, OR SPLICED TO EXISTING ELECTRODE 4. ANY EXISTING WIRING INVOLVED WITH PV SYSTEM CONNECTION THAT IS FOUND TO BE INADEQUATE PER CODE SHALL BE CORRECTED PRIOR TO FINAL INSPECTION, 5. SOLADECK QUANTITIES, AND PLACEMENT SUBJECT TO CHANGE IN THE FIELD - SOLADECKS DEPICTED ON ELECTRICAL DIAGRAM REPRESENT WIRE TYPE TRANSITIONS. 6, AC DISCONNECT NOTED IN EQUIPMENT SCHEDULE OPTIONAL IF OTHER AC DISCONNECTING MEANS IS LOCATED WITHIN 10° OF SERVICE DISCONNECT. 7. RACEWAYS AND CABLES EXPOSED TO SUNLIGHT ON ROOFTOPS SHOULD BE INSTALLED MORE THAN 7/8" ABOVE THE ROOF USING CONDUIT SUPPORTS. RACKING NOTE: 1. BOND EVERY OTHER RAIL WITH #6 BARE COPPER f •r TO UTILITY GRID L1 the .; POD Ms A N A L%„ M N T z, `Y POWERFLORIDA MANAGEMENT II'WINTER GARDEN, FL 34787 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 JiIt$N M, UPGRADE MAIN SERVICE � � PANEL TO 200A RATED BUS N WITH 150A MAIN BREAKER ? � 2-n BI-DIRECTIONAL ��.� UTILITY METER 120/240V, 1�, 3-W 9 1 o— g 40A/2P I N L G 9� GEC EXISTING GROUNDING ELECTRODE SYSTEM TO EARTH REF. NEC 250.52, 250.53(A) (N) MAIN BREAKER TO HOUSE 240V, 150A/2P (N) MAIN SERVICE PANEL, 200A RATED, 240V LOAD SIDE INTERCONNECTION AT MAIN SERVICE PANEL PER ART. 705.12 BACK -FEED BREAKER REF 2017 NEC 705.12(B)(2)(3)(b) QTY CONDUCTOR INFORMATION CONDUIT TYPE CONDUIT SIZE ` {4) #12AWG - ENPHASE ENGAGE CABLE (L1 & L2 NO NEUTRAL) N/A N/A (1) #10AWG - CU,THWN-2 GND (4) #10AWG - CU,THWN-2 i EMT OR LFMC IN ATTIC 3/4", (1) #10AWG - CU,THWN-2 GND (2) #8AWG - CU,THWN-2 {1 } #8AWG - CU,THWN-2 N EMT,LFMC OR PVC 314" (1) #10AWG - CU,THWN-2 GND (2) #8AWG - CU,THWN-2 i'a (1) #8AWG - CU,THWN-2 N JEMT, LFMC OR PVC 314" (1 ) 1 #10AWG - CU,THWN-2 GND Reviewed and approved Richard Pantel, P.E. FL LIc. No. 73222 12/21 /2023 PROJECT NAME & ADDRESS 'st LO Z W cY) LL tia f LIj N INVERTER _ F • MANUFACTURER MODELNS �• QUIPPED WITH RAPID SHUTDOWN f •IN MINI 58V MAX A_ !_ A Mmu♦f_ s � • i• MODULE SPECIFICATIONS AI MANUFACTURER M MODEL 4 i r M1 NOTESELECTRICAL EQUIPMENT TOs D BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. CONDUIT,2. ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. & WIRING, f RACEWAYS MOUNTED ON ROOFTOPS ALL BE ROUTED DAND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, OR VALLEY. CLEARANCES4. WORKING AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT•11026- 5. DRAWINGS INDICATEARRANGEMENT OF ; _A #R SHALL FURNISH ALL • OUTLETS,AND ACCESSORIESi AND STANDARDS. TERMINATIONS6. WHERE SIZES OF SOLADECKS, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7. ALL WIRE IAPPROPRIATELY LABELED AND ai 8. MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. MODULE9. ss s RAIL TO BE O CONTINUOUS #srVIA WEEB LUG ORILSCOGBL-4DBT LAY -IN TEMPERATURE10ALL CONDUCTORS,BREAKERS, ASSOCIATED RATEDTHE SOLAR PV SYSTEM SHALL BE FOR AT LEAST 75 DEGREE C. This item has been di itally signed and sealed by Richard Pantel, P.E. on the ���iE�r TE�VI€�E �'��� �� eat. Printed ca es of this document are not considered signed and sE nature musk be verified on any electronic copies. RECORD LOW TEMP 3° AMBIENT TEMP (HIGH TEMP 2%) 37' MODULE TEMPERATURE COEFFICIENT OF Voc-0.27%/'C F the t a . I�" kt A N A G.E 901,,E N T FLORIDA POWER MANAGEMENT a REVISIONS DESCRIPTION DATE REV INITIALDESI12129(2423 i J" 02�� �mn No 73222. r�a� S[A7c Of = Reviewed and approved Richard Pantel, P.E. FL Lic. No. 73222 12121/2023 PROJECT NAME & ADDRESS CO r —I CD z co - L!J N DRAWN BY SR SHEET NAME WIRING CALCULATIONS SHEET SIZE ANSI 11 SHEET NUMBER PV-7 This item has been digitally signed and sealed by Richard Pantel, P.E. on the the seal. Printed copies of this document are not considered signed and S� signature must be verified on any electronic copies. the LABEL-1: LABEL LOCATION: AC DISCONNECT LABEL- 6: LABEL LOCATION: MAIN SERVICE PANEL (ONLY IF SOLAR IS BACK -FED JIM OC D ELECTSHOCK HAZAR RICAL T 7:.OA0 E ENERGIZED IN THE OPEN POSITION LABEL- 2: LABEL LOCATION: AC DISCONNECT COMBINER MAIN SERVICE PANEL SUBPANEL '"1111,0151M WOMM, LABEL- 7: LABEL LOCATION: AC DISCONNECT CODE REF: FFPC 1 1A2.1A.1A & NEC 690.56(C) LABEL- 8: LABEL LOCATION: AC DISCONNECT LABEL- 4: LABEL LOCATION: MAIN SERVICE PANEL SUBPANEL MAIN SERVICE DISCONNECT COMBINER CODE REF: NEC 110.27(C) & OSHA 1910.145 (f) (7) LABEL- 5: LABEL LOCATION: MAIN SERVICE PANEL (ONLY IF SOLAR IS BACK -FED) SUBPANEL (ONLY IF SOLAR IS BACK -FED) CODE REF: NEC 705,12(B)(3-4) & NEC 690.59 LABEL- 10: LABEL LOCATION: U6JAL,VJ3kr,FPAWF1_ SUBPANEL AC DISCONNECT ss LABEL- 11: LABEL LOCATION: MAIN SERVICE DISCONNECT (ONLY IF MAIN SERVICE DISCONNECT IS PRESENT) CODE PER NEC 690.13(B) MMENXNRHNi LABEL-12, LABEL LOCATION: MAIN DISCONNECT if '8 IN. (9.5 MM), IN WHITE ON A RED BACKGROUND. LABEL- 13 LABEL LOCATION: AC DISCONNECT CODE REF:NFPA 1 (1 1,12.2.1.1.1A) 1. THE RAPID SHUTDOWN LABEL SHALL BE LOCATED ON OR NO MORE THAN 3 FT (I M) FROM T HE SERVICE DISCONNECTING MEANS 2. (HEIGHT OF LABEL IS 318 IN. (9.5 MM), IN WHITE ON A RED BACKGROUND) FLOR16APOWER TA A N A 6vi N T FLORIDA POWER T MANAGEMENT REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 0 No. 73222 2 STATE OF, ............ Reviewed and approved Richard Pantel, P.E. FL Lic. No, 73222 12/21/2023 PROJECT NAME & ADDRESS C\j Nt Lo 0 Z UJ Q CY) CY) U) -J 0 LL W �- U) < (0 _J W T_ z >_ C) CL w N DRAWN BY ESR SHEET NAME LABELS SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-8 This item has been digitally signed and sealed by Richard Pantel, P.E. on the the seal, Printed copies of this document are not considered signed and s( signature must be verified on any electronic copies. the CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM MULTIPLE SOURCES OF POWER WITH SAFETY DISCONNECTS AS SHOWN: (N) ENPHASE COMBINER SOX N � (N) AC DISCONNECT (E) UTILITY METER (N) MAIM SERVICE PANEL (OUTSIDE) (N) PV ARRAY - (N) SOLADECK (TYP.) 6102 16TH ST, ZEPHYRHILLS, FL 33542 8 PERMANENTDIRECTORY DIRECTORY LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM. (ALL PLAQUES AND SIGNAGE WILL 6E INSTALLED AS OUTLINEDWITHIN: EC 690.56(0)&(C), [NEC 705.10]) PER FFPC 11.12.2.1.4 greffifficum ,`W M A N A G P Nd`.v.E N T FLORIDA POWER MANAGEMENT t I REVISIONS DESCRIPTION GATE REV I INITIAL DESIGN I 12/2012023 I 1 No. 73222 STATE OF t� ¢�'3i`` O R 00 Reviewed and approved Richard Pantel, P.E. FL Lic. No. 73222 12/21 /2023 PROJECT NAME & ADDRESS �� L Z W py yd b'1 F t 00 V) gpp 99 LLI DRAWN BY ESR SHEET NAME PLACARD SHEET SIZE ANSI B 11" X 17" SHEET NUMBER POP®9 AFFIXED FFPC 11.12.2.1.1.2 I= 13 M M This item has been digitally signed and sealed by Richard Pantel, P.E. on the the seat. Printed copies of this document are not considered signed and s( signature must be verified on any electronic copies. I E R C Krum-". IV - V I . ird! the FLOM, rk'"p'WER M A N A G E 'Al,.E N T FLORIDA POWER MANAGEMENT 660 GARDEN COMMERCE PARKWAY WINTER GARDEN, FL 34787 DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 N.. 73222 "TATE OF 0 R Reviewed and approved Richard Pantel, P.E. FL Lic. No. 73222 12/21/2023 PROJECT NAME & ADDRESS to Z Uj co Cl) 0 (—)cry-J Li- Z Uj U� C, TL CO W C14 C:) T— z W N DRAWN BY L IESR SHEET NAME MICRO INVERTER CHART SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-1 0 Higher output power Lower L OE Less shading and lower resistive loss Setter mechanical i loading tolerance S a ser =!r Warranty CGi979pi eniive Cer!1i� E� S * 12-year product warranty ® IEC 61215, I C 61730,UL 61215, UL 61730 o 25 year linear power erutp€afi warranty 7, a-i'ff` f.,� a I? 9Cit71.2}15 Quality management systems ;- a ISO 140DI:2€I15 Environmental management systems .ISO 01:2016 Occupational health and safety management systems IEC TS 6 1: 2016 Terrestrial photovoltaic (PV) modules — Guidelines for Increased f€de In PV module design qualification and We appioval New Hnear power warranty a Standard module firtear power warranty mare 380-405/MRM 11344 ....... loss *t Cell mono _ ei�lrt 21.5kcJti ¢^�t6t Uri,: .nun Dimensions 172212rnmx1134+2rnmx30±1mm Cable Cross Section Size 4nwnx t IEC) . 12 wSquL) No. of cells 108(6x18) o-ia- a s Pi — junction Sox i TA58, 3 diodes zakz MC4(1fYJUV) Connector 0rt—og Hdae MC4-EVO2(1500V) e ma es Cable Length F xirait 3 fl r+y40ifn1 r6- a za (Includingf- neclof) Landscape 1200mmf-�yl2 darn,-) Packaging Configuration 36prsfPalle#, 936pas140fl Container ELECTRICAL FARtsETERS AT ST JAP054S31 7A3d54S31 JAM54S31 ,14454S31 JAM54S31 JAM54S31 PE-3801MR-385doR-390fMR -395. R-2001MR-40CIMR paw Maximum Povzer(P ) iM 380 38? 3W 3.95 400 405 Open Circuit fVultage(Vee) IV] 36.58 36,71 36.85 36.98 37,07 37,23 Maximum Power Vo iaget imp) Iv 30.28 3(r46 3iP 4. 30,84 31.01 31.21 Shod Circuit Correnf(isc) [A]. 13A4 13,52 13.61 13.70 13.79 13.87 arcia n P— -rell(trap) (A] 12,55 � 12,64 12,73 12,81', 12,90 12,98 Module Efficiency [1/.] 19.8 19.7 20,0 20.2 20.6 20.7 Power TclLr , ' €t +fiw Tsrnperaturc C;oe6fic'sent of isc(u_Isc) +0:0451/; C Temperature Coefficient of Vae(O"Yoo) Temperature Coefficient of Pmax(y_Pmp} STC Irradiance 1000W, Tip, cell ternperature 25'C, Ali I;SG RF—J,*Ekwicat data m Vus •s wg de roz re`er to a a tila Fradile and they are rasa Part of the Oer They crty.senve far rcui ;",o t among vl; .€ant'_0da:ie ttepes ELECTRICAL PARAMETERS AT NT OPERATING CONDITIONS TYPE JAM54S31 JAM54S31 JAM54S31 JAM54S31 JAM54S31 JAM54S31 Maximum System Voltage 100OV11500V DC -380fr.1R-3851MR 390AAR-3959,4R-4001MR-4051NIR RW d Max Po er(Pniax) a ] 286 2-00 294 298 302 306 Operamv Temperature .40 C -+85 C Open CircuitVoitage(Voc) M 34.36 34A9 34,62 34,75 34.88 35,12 Maximum Series ruse Rating 25A Aftaxirnum Static Load,Fsrnt"` 5400Pa 11Z1w`?f Maxi rer l i (1J T F) [V 28.54 2858 288' 25.08 29.26 29 #7 lda)etrnu n Static Lo ,SaW 2400€xa(,%br#t`1 Shark Circuit Current(Isc) [A] 14.a5 10,82 10.39 10.36 11,03 11.10 _ NOCT. 45-W2 C Max Power Cenr ni(imp) [Al 10,03 1011 10,16 1025 10.32 10,38 Safety Class Class 0 NOCT Irradiance 8f}OW/ml, ambient temperature 20'C.wind speed Surfs, AM1.5G Fire Performance UL Type 1 CHARACTERISTICS Curreni-Vcltage Curve JAtA54S31-4G--/ R Proser-Voltage Curve JAM54S31-4051MR Current -Voltage Curve JAM54S31-4O5jMR as 1i VIC lot ai a tS 4� ;tL 113 20 3 41 , n 2Ct .) as r v 3oi Vol age(v) V,„flange{vi Vcrtia9COV) F t POOWf FLORIDA POWER MANAGEMENT 660 GARDEN COMMERCE PARKWAY WINTER GARDEN, FL 34787 I REVISIONS --- DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 PROJECT NAME & ADDRESS �s&&)� e ' " ILOC) r —! C14 Z Li3 CL W N DRAWN BY SR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 1781 SHEET NUMBER Pit-11 ENIPHASE, am= Em Part of the Enphase Energy Systern.10S Series 108 Series Microswefters redefiria ralfabMty Mcronveners integrate with the Ermhase 10 Mtery. standards with mare than one milion oumufatWe Enphase 10 Gatevvay� and the Enphase App morytoring ho= of power -on tedM enablin an bidustry- and arWysis so Ishked mrarranty of upto 25 yeam Connect PV moduIes, quioidy and easky to 108 Series Mcroinverters using the ftkIded O-DCC-2 adapter cabte with plug-ri-play M04 connectors. CERTIFIED, 108 Series Wroirnwters are UL Listed as PV Rapid Shut Down Equipment and conform with various regutphons, when instafted according to ft-MuNcturer's instructions. 0 2022 Enphase Erwqy. All rights reserved. Enphase, the Enphase, logo. M Microknertm. and other names are trademarks of Enphase Errargy, Ins, Data subject tochange: 108SP-DS-0002-Ot-EN-LIS-2022-03-17 MOVE Modulecorapatiblity 60-cO/120 hatf-celf 60-ceii/120half-oek 66-caff/132 haff-ce# and 72-ceg/144 haff-ceil MPPT vottago range V 27-37 29-45 Operating range V 25-48 25-58 M*V/MRX start vottage V 30/48 30/58 Max Input DC vottage, V 50 60 Max DC otIr rantl (ffo dutis Esc) A 15 OvervoItage, class DC port 0 VA 240 290 V 240/211-264 Max corTfinuom output ewent A to 1.21 Nordruafrequency Nz 60 Extended frequency range Na 50-68 AC short circuft faAt curreiit over 2 3cycles Ams Max tinits per 20 A (L-L) branch &ctW 16 13 Total harmonis deordon �5% OvervoftagectosssAC port 19 AC pad bar�. crarant vA, 30 Power factor setfing to Grd-ted powerfactor (adlirstabe) 0.85featfing-0.851agging Peak,afficiency % 976 97,6 CEC we4fnad afficiee % 97 97 Retative huntRity range 41% to 100% (condenaft rg) XConnectortype, MC4 Dimensions (HxWxD) 22 mm (SX) x 175 MM (6.9') X302 nun (12") Misight t08kg(2.36tbs) (°ook q Natural connaction - no fans Approved for wet locations yes PrilluffondeTee, PD3 &1cIo"e CUM I double -insulated, corrosion resistant polyowic, enclosure CA Rut a 21 (LL TMI-SA).tit 62109-1, ULV4111 EEF-154 7, F CC Par t 15 Class & ICES -0003 Class, 0, CA WC Sk-C22,2 NO, 107.1-01 C'ertift.1tions This product is UL Usted as PV Rapid Shut Down Equoment and confornis vaith NEC 20K NEC 2017, and NEC 2020 sectim 69= add C221-2M Rij4s 64-218 Rapid Sturtdam of PV Systems, for AC and OC comivators, when instaged according to (1) No enforced DC/AC rafio. Seethes atibilit} calcuiator a httpsY/#nLenphase.muVmodde-compatbifity (2) Maxmurn contiramus input DC ewant is 10.6A (3) Nbrnin;d voltage range can be extended beyond nordnai if required by the utffity. (4) Limits may vary. Refer to tacW requirements to define the mynber of microbwerters per branch in your area. IOBSP-DS-0002-01-e4-LIS-2=-03-T7 FLORIIIAPOWEPR 14 A 11 A M",,E 11 T FLORIDA POWER MANAGEMENT WINTER GARDEN, FL 34787 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 PROJECT NAME & ADDRESS C14 to co Z W F - CIO 00 -J U) LL Z LL1 I.- U) W C:) 'r- z (.0 LLJ N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-12 Enphase Networking Enpilhase IQ Combiner 4/4C X-1Q-AM1-240-4 X-IQ-AM1-240-4C Lattv To learn more about nphase offerings, visit M-bagg.—com The nphase 10 Combiner 4/4C with Er­iphase IQ Gateway and integrated LTE-Ml cell modem (included only with IQ Combiner 4C) consolidates interconnection equipment into a single enclosure and sareamlines IQ microinverters and storage installations by providing a consistent, pre -wired solution for residentiM applications, It offers up to four 2-pole input circuits and Eaton EIR series busbar assemblv Smart Includes IQ Gateway for communication and control Includes Eriphase, Mobile Connect cellular modem (CELLMODEM-Ml-06-SP-05), included only with IQ Combiner 4C includes solar shield to match Enphase to Battery aesthetics and deflect heat Flexible networking supports Wi-Fi, Ethernet, or cellular Optional AC receptacle available f or PLC bridge Provides production metering and consumption Monitoring I= Centered mounting brackets support single Stud mounting Supports bottom, back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not included) BOA total PV or storage branch circuits Imm Durable NRTL-cerfified NEMA type 3R enclosure Five-year limited warranty Two years labor reimbursement program coverage included for both the IQ Combiner SKU's UL listed n1k. ENPHASE W, EPLC-Cq Povigrime carrier arre , pAir Replacement sofarsWeld for IQCornhner49C1 UG-1,20-3 Awe_wpi j rece-Itnide fir, Prowey Lfte Cem&'9910 Carner 4W (re and for EPLC-01) XA-ENV-PCRAs RWacemant iQ GatevvaypqMedcvcu0 board(PCO) foCornUner 414C ran­Urripfiocnronitodnq qTY­T-2W­SPLFT) A pair of 260 A tpM core current tram-frorriere MECHANICALDATA iNmensiorm (WA44) µ 175 6 r1eight 75kg 06 5 Ibs) Ambient temperidwerairge -401 C to +461 C (406 to 1151 f�i CjG;#o; NMU'M convemion, Plus heat swww cepiluo GEL f-tlODEM-Ml-06-SP--D5,CELLAODEM-t,41-0,'—AT-05(4G W-sed LTE-Mi aloNfe Connectcelbitarmodern is recpged foral Ensern"eimt,'.rfons N,opthatanE*hase To learn more about Enjahase Offerings, visit gnp-ha ENPHASE —se,com FL001dAFc'QWrE_P. M A N A rkf, M"aa N T FLORIDA POWER MANAGEMENT REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/2012023 PROJECT NAME & ADDRESS C14 LO Z W CO LL CO Z W Uj COI C) Z to IL LU N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-1 3 Solar Is Not Always Sunny ulm If. W the worslt sto" in 40 yeam Ho windable of OWiqq par*ls from a mcit, and snowfalls wethirig eIvitlgh to bu&W a pan6l frame. F112 Compelfible with Flat & Pitched Roofs E3XK Rails are tronRidgeoffers compatible With a range of tilt leg fqa0hPoot and options for nat other Odchetf roof roof mounting aftachments, applicatims, WIMMON&W-a"W"a 977777"' M. mr! 0:U111• MN XR1000 ROM FL1 " —;-WER M A N A N T FLORIDA POWER MANAGEMENT WINTER GARDEN, FL 34787 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/2012023 PROJECT NAME & ADDRESS C14 Z 1jj (.) cy) M -UJ 0 U) cn Z W 3: U) W C\l CD z >- C) LIJ N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-14 Sh-niplified Gr, unding for Ever-y- Application y MIT7, w wer aw more MMME�� s it The bondng boft affathes and baxb the 1,400t to the rga It is kfd0ed wfth the sites as the red of tho system Em OF 4 Stopper Sleeve * Grounding Lug M Bonded Soice Ground Wire ULVO ittheslandardidr FWRID , 4P , OWER M A N A e4 N`'',E N T FLORIDA POWER MANAGEMENT ,660 GARDEN COMMERCE PARKWAY WINTER GARDEN, FL 34787 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 PROJECT NAME & ADDRESS LO Z W (.) 0 LL Z w 3: U) W CD Z of T— LU N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION_ SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-1 5 The Stronges 14-ttachment in Solar ArIgnment Markers RM lcolt anO decreases uplik capap4 W1111111111 - 11� 11111! I-Em= Raiko-Lag Offset (in) Water Seal Ratings VV�it6iS6�gina"toU644JSadioi27"RainTesf-dT&SJOO-95",,l"R nTest"bvintertek. UL 2703 Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratngs. M A N A M%, N T FLORIDA POWER MANAGEMENT REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 PROJECT NAME & ADDRESS LO Z W CO 0 Q U) CO Z w 3: z 0 LLJ N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-1 6 i! ! Din Rag Haunted Fuse Holders 60OVDC **Typical System Coniffiguration i- Bus Bars with UL lug filli Mill III x F I jAPV.WER M A N A E', E M 11 T FLORIDAPOWER GARDEN,MANAGEMENT WINTER REVISIONS I DESCRIPTION DATE REV INITIAL DESIGN 12/20/2023 PROJECT NAME & ADDRESS N It i- 0O3 �- U) LL1 N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI S 11" X 17" SHEET NUMBER PV-17