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HomeMy WebLinkAbout22-4725City of Zepmuyoowwmms 5335 Eighth Street Zephvrhi|ka.FL33542 Phone: (813)78U-OO2O Fax: (O13)780-UU21 Issue Date: ME Name: BELINDA MARRERO Permit Type: Electric Service Replacement/M Contractor: MODERN CONCEPTS Class of Work: Add/Alter Residential SOLAR AND ROOFING INC Address: 5331 Beltram Dr Building Valuation: $0.00 Phone: (813) 687-8040 Mechanical Valuation: Plumbing Valuation: Total Valuation: $34,033.00 Total Fees: $210.16 Amount Paid: $210.16 Date Paid: 9/2/2022 12:23:04PM INSTALL ROOF -MOUNTED SOLAR SYSTEM. NO Rbiiffl Electrical Permit Fee $210.16 REINSPECTNON FEES: (c)VVbh respect to Reinspection fees will comply with Florida Statute 553J002) local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first V | whichever is greater, for h 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 aewater management, state agencies orfederal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 'y)QL4y*_r- PEIMIT OFFICE[) APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 V Date Received 8 �13 687 -_ 8040 Phone Contact for Perm ittin �) 1 a a I a a a a I Lass Owner's Name Belinda Marrero Owner Phone Number Owner's Address 5331 Beltram Dr Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 1 5331 Beltrann Dr Zephyrhills, FL 33542 LOT # SUBDIVISION ZephyrHeights PARCEL ID# 1 12-26-21-0030-00300-0100 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF_,V ADD/ALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE SFR a COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK install 7,695kW roof mounted solar system BUILDING SIZE I I SO FOOTAGE 41 1 HEIGHT x x I X. x x I I I x -I I x It I x I x IE I I I I IE I x x I x I X I I I X X X 1U Jr X I I IL X WE I I X X IE I X X IL It k I X A. It X E k I I X =BUILDING I VALUATION OF TOTAL CONSTRUCTION E,C]ELECTRICAL 1 $ 34033 AMP SERVICE PROGRESS ENERGY O W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED L_Z1 N _J FEE CURREN I Address License # ELECTRICIAN F COMPANY IModern Concepts Solar and Roofinci REGISTERED SIGNATURE REGISTERED L_y LN _J FEE CURREN Address E01 N —Franklin St #2200 TA -pa, FL 33602 i License# I EC13011433 PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address I License # MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN Ly LN_j Address License # OTHER COMPANY SIGNATURE REGISTERED LYIN_j FEE CURREN 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 w/ Silt Fence installed, Sanitary Facilities & 1 clumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (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 Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —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'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in Compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be In compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive Lands, Water/Wastewater 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 W" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR 1714, Subscribed and sworn to (or affirmed) before me this c�!e M or aVd),b1fTe _b %t5 — bw,!W, r- C, Who is/are personally known to me or has/have produced ww is/afey5rSally IrLowh tomeor has/have produced as identification. 4 % C&a_4;�P_as identification. Notary Public Commission No. Name of Notary typed, printed or stamped Notary Public Cori sio No. 1C) N L NaNtw6f NotaryUtyped, printed br stamped Notary Public State tate of Florida o' Ct­ijoe EqUlZi My Cor-� piission tltt M 7 HH 21).920'7, EXP. 1,123�12026 76 North Meadowbrook Drive Alpine, UT 84004 Modern Concepts Solar 201 North Franklin Street Suito22UO Tampa, FL 33602 Re-. Engineering Services Marrero Residence 5331 Beltram Dhvo.ZephyrhiUo. FL 7.695 kW System To Whom It May Concerm We have received information regarding solar panel installation on the roof ofthe above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed bythe proposed solar system. 1. Site visit documentation identifying attic information including size and spacing offraming for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will beutilized for approval and construction ofthe proposed system. Roof Framing: Assumed prefabricated wood trusses at24^oncenter. All truss members are constructed of2x4dimensional lumber. Roof Material: Composite Asphalt Shingles Roof Slope: 23degreeo Attic Access: Inaccessible Foundation: Permanent * Dead Load o Existing Roofing and framing =7pn o New Solar Panels and Racking =3poJ n TDTAL=10PSF ~ Live Load =20 psf (reducible)—O[sf at locations of solar panels ° Ground Snow Load =Opaf ° Wind Load based onA8CE7'16 n Ultimate Wind Speed = 140 mph (based on Risk Category U) o Exposure Category 8 Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the FBC 2020 (7th Edition) including provisions allowing existing structures to not require strengthening if the new loads do not exceed existing design loads by 105% for gravity elements and I 10% for seismic elements. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. 1� The solar panels ahe| be mounted in accordance with the most recent K-2 Systems installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. _ Themaximum allowable withdrawal force for a -- screw is 426 _- per —_ _ penetration -- identified i the National D kJ Standards DS of timber construction specifications. Based on a minimum penetration depth of 2", the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using (2) 5mm screw with a minimum of 2" embedment will be adequate and will include a sufficient factor of safety, 3, Considering the wind speed, roof slopes, size and spacing of framing membera, and condition of the roof, the panel supports ohaUbep|ecedno greater than 48^oncenters. 4� Panel supports connections shall bestaggered 0odistribute load Uoadjacent framing members, Based onthe above evaluation,this office certifies that with the racking and mounting specified, the existing roof system will adequately the additional loading imposed bythe solar system. This evaluation iain conformance with the FBC 2020 (71h Edition), current industry standards, and is based on information supplied k/uootthe time ofthis report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. A-r -Ul Y? U f J- Scott E. Wyssli , PVE Florida License No. Date Signed 08/16/2022 PHOTOVOLTAIC ROOF MOUNT SYSTEM 19 MODULES -ROOF MOUNTED - 7.695 KW DC, 5.510 KW AC 5331 BELTRAM DR, ZEPHYRHILLS, FL 33542 PROJECT DATA GENERAL NOTES VICINITY MAP PROJECT 5331 BELTRAM DR, 1. ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED, WHERE WARRANTED. w A ADDRESS ZEPHYRHILLS, FL 33542 Preo Sov,4h, 2. THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH ARTICLE 690 OF THE NEC 2017. Dade City, OWNER: BELINDA MARRERO 3. THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL San Anfonio OPERATION. DESIGNER: ESR G 4. ALL CONDUCTORS OF A CIRCUIT, INCLUDING THE EGC, 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. SCOPE: 7.695 KW DC ROOF MOUNT SOLAR PV SYSTEM WITH 5. WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING, IT SHALL BE IDENTIFIED AS 5331 Beltra6pi phyrhillis, FL... "CAUTION: SOLAR CIRCUIT" EVERY 1OFT. 19 JINKO SOLAR: JKM405M-72HL-V v__ 405W PV MONO MODULES WITH 6. HEIGHT OF THE AC DISCONNECT SHALL NOT EXCEED 6-7 PER NEC CODE 240,24, 101es'le Chapel 19 ENPHASE IQ8PLUS-72-2-US 290W MICROINVERTERS EQUIPPED WITH 7. A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH CEC 690.47 AND 250.50 THROUGH 60 AND 250-166 SHALL BE 0 vvcn- Crystal Springs srucru­ PROVIDED. PER NEC GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO THE SERVICE h f?", b RAPID SHUTDOWN ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT. GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE A i, CONDUCTORS SHALL BE NO LESS THAN #8 AWG AND NO LARGER THAN #6 AWG COPPER AND BONDED TO THE EXISTING HOUSE PHOTO AUTHORITIES HAVING JURISDICTION- GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. BUILDING: CITY OF ZEPHYRHILLS ZONING: CITY OF ZEPHYRHILLS 8. PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON-COMBUSTIBLE. UTILITY: DUKE ENERGY 9. PHOTOVOLTAIC INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING. MECHANICAL, OR BUILDING ROOF VENTS. 10. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE. WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF THE ROOF SURFACE. SHEETINDEX 11. ALL SINAGE TO BE PLACED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SINAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ. PV_1 COVER SHEET PV-2 SITE PLAN 12. INVERTER(S) USED IN UNGROUNDED SYSTEM SHALL BE UL 1741 LISTED. PV-3 ROOF PLAN & MODULES 13. THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WRING AND INTERCONNECTION SHALL BE PERFORMED ONLY BY PV-4 ELECTRICAL PLAN QUALIFIED PERSONS [NEC 690.4(C)l PV-5 STRUCTURAL DETAIL 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. PV_9 PLACARD PV-10 MICRO INVERTER CHART 16. SYSTEM GROUNDING SHALL BE IN ACCORDANCE WITH NEC 690.41. PV-1 1 + EQUIPMENT SPECIFICATIONS 17, PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION IN ACCORDANCE WITH NEC 690.12 S LAR 10--111 =1111 T Yrr�� Z101;171 MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/11/2022 y 1558 ­0 SrATE OR I N's Wyssling Consulting, PLLC 76 N Meadewbrook Drive Alpine UT 84004 Rorida License # RY34912 Date Signed 08/16/2022 PROJECT NAME & ADDRESS 0 C\1 LO m ry LIJ 0 CY) 0 u :2 _j � < z < w ry _j 0 _j _j < Uj 0 m z Lli , 0-1 CY) Ce) LO CL w Uj SIGNATURE 18. DISCONNECTING MEANS SHALL BE LOCATED IN A VISIBLE, READILY ACCESSIBLE LOCATION WITHIN THE PV SYSTEM EQUIPMENT OR A MAXIMUM OF 10 FEET AWAY FROM THE SYSTEM 690.13(A)l DRAWN BY [NEC ESR PROJECT TO COMPLY WITH THE FOLLOWING: 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 B (FFPC) 11 " X 17" SHEET NUMBER PV_ 1 19 X JINKO SOLAR: JKM405M-72HL-V 405W MONO MODULES ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES DC SYSTEM SIZE: 19 x 405 = 7.695KW DC AC SYSTEM SIZE: 19 x 290 = 5.510KW AC JINKO19 • • • i MODULEI f ENPHASE IQ8PLUS-72-2-USfOMICROINVERTERS EQUIPPED WITH RAPID SHUTDOWN ROOF ARRAY AREA #1:- 411.54 SQ FT. IN 4Lw B ROOF #1 s (19) JINKO SOLAR: JKM405M-72HL-V 405W MONO MODULES WITH ENPHASE IQ8PLUS-72-2-US 290W MICROINVERTERS EQUIPPED WITH RAPID SHUTDOWN NOTE: VISIBLE, LOCKABLE, LABELED AC DISCONNECT 1 LOCATED WITHIN 10' OF UTILITY METER "00PROPERTY LINE 1 (E) MAIN SERVICE PANEL (INSIDE HOUSE) (E) UTILITY METER (OUTSIDE) (N) VISIBLE, LOCKABLE, LABELED FUSED AC DISCONNECT (LOCATED WITHIN 10' OF UTILITY METER) (N) ENPHASE COMBINER BOX (E) TREES I (E) FENCE I (E) GATE (TYP.) 1 SITE PLAN PV-2 SCALE: 3/32" = 1'-0" • i • • i P • •SINGLE-FAMILY ZONING:RESIDENTIAL GROUND SNOW LOAD: C s? `G?FO a p 0,17 MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/11/2022 STTE OF < t O RID ��#ft3 tEP4fiti1`�}� Wyssling Consulting, PLLC 76 R Meadowbrook Drive Alpine UT 04004 Florida License # RY34912 Date Signed 08/ 16/2022 PROJECT NAME & ADDRESS N Of IT U-1 m LU 0 co J LU 0� C ® J _j Q � _ Uj W co E V DRAWN BY ESR SHEET NAME SITE PLAN SHEET SIZE ANSI B 11" X 17° SHEET NUMBER P-2 m am 0 im I ELTSITAmn - 1111mmigm SCALE: N.T.S eva Ims mm IVA I a i IL 12 9 1m1v.111m3m= SCALE: I-SWT-lmim-l�llill mWIN WA WAS 0 F-AT-61 2 - m- 021-1010114=85 I =110:4 S , LAR DFOY— 1'c7m-7? ?0',W E F-1 MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA , FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/11/2022 N It 81 8 o 81 Z TA ST0 kE ' A, 10 R 10 S/0 NA Wyssling Consulting, PLLC 76 N Mead brook Drive Alpine UT 84004 Florida License # RY34912 Date Signed 08/16/2022 PROJECT NAME & ADDRESS 0 w cy) � W (y) I LL Z < W cr— U F- 0 —1 < Fn Lu Z wcr c') Lr) n w w co N DRAWN BY ESR SHEET NAME STRUCTURAL DETAIL SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-5 DC SYSTEM SIZE: 19 x 405 = 7.695KW DC AC SYSTEM SIZE: 19 x 290 = 5.510KW AC (19) JINKO SOLAR: JKM405M-72HL-V 405W MONO MODULES WITH (19) ENPHASE IQ8PLUS-72-2-US 29OW MICROINVERTERS EQUIPPED WITH RAPID SHUTDOWN LOCATED UNDER EACH PANEL (240V) (1) BRANCH CIRCUIT OF 10 MODULES AND (1) BRANCH CIRCUIT OF 9 MODULES CONNECTED IN PARALLEL INTERCONNECTION NOTES: 1. INTERCONNECTION SIZING, LIMITATIONS AND COMPLIANCE DETERMINED IN ACCORDANCE WITH [NEC 705.121, AND (NEC 690.59] 2. GROUND FAULT PROTECTION IN ACCORDANCE WITH [NEC 215.91, [NEC 230.951. 3. ALL EQUIPMENT TO BE RATED FOR BACKFEEDING, 4. PV BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUSBAR RELATIVE TO THE MAIN BREAKER. DISCONNECT NOTES: 1. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING LIVE ARE CONNECTED TO THE TERMINALS MARKED "LINE SIDE" (TYPICALLY THE UPPER TERMINALS) 2. AC DISCONNECT MUST BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE -BREAK SWITCH 3. DISCONNECT MEANS AND THEIR LOCATION SHALL BE IN ACCORDANCE WITH [NEC 225,311 AND [NEC 225.321. JINKO SOLAR: JKM405M-72HL-V 405W MODULES 11111 11111 1——_ _-If ..._. _ __ _ _ _,_ ENPHASE IQ COMBINER X-IQ-AM1-240-4/4C 120/240VAC, BRANCH #1 10, 3W 125A RATED BUS BAR, 1 2 I 3 0 0 0 9 10 NEMA 3R SOLAR LOADS ONLY j UL 1741 COMPLIANT + + �L m _ IQ ENVOY : PER-71 IQ ENVOY - 7 MANUFACTURER _ SPECIFICATIONS, EITHER I 10A OR 15A BREAKER IS i15A 2P SUITABLE FOR USE a BRANCH #2 20A/2P 1 2 3 0 0 0 8 9 SOLADECK, j 600V, NEMA 3R, T6----4 UL LISTED 20A/2P . _, o 0 oL2 w L1 I N BRANCH L2 I L1 TERMINATOR -- -- - - a -(-- L2 G _ (ET -TERM) ENPHASE IQ8PLUS-72-2-US 290W m - G MICROINVERTERS EQUIPPED WITH RAPID SHUTDOWN LOCATED UNDER EACH PANEL (240V) - ELECTRICAL LINE IA PV-6 SCALE: NTS GROUNDING & GENERAL NOTES: 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 EGC 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 - SOLADECK 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 RAIL WITH #6 BARE COPPER SUPPLY SIDE CONNECTION REF 2017 NEC 230.82(6)/705.12(A) PV FUSED AC DISCONNECT 240V, 1�, 3W 60A RATED NEMA 3R LINE 30A LOAD N' G• N (N) #6 BARE CU VIA IRREVERSIBLE CRIMP TO G EXISTING GROUNDING ® ELECTRODE SYSTEM GEC VISIBLE, LOCKABLE, LABELED AC DISCONNECT LOCATED WITHIN 10' OF UTILITY METER EXISTING GROUNDING ELECTRODE SYSTEM TO EARTH REF. NEC 250.52, 250.53(A) TO UTILITY GRID -- -L1 —L2 BI-DIRECTIONAL UTILITY METER 120/240V7 1�, 3-W (E) MAIN SERVICE PANEL,SQUARE D-QO 200A RATED, 240V LOAD/LINE SIDE INTERCONNECTION AT MAIN PANEL/SUB-PANEL PER ART. 705.12 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 (1) #10AWG - .............. CU,THWN-2 GND EMT OR LFMC IN ATTIC 3/4" (2) #6AWG - CU,THWN-2 (1) #6AWG CU THWN-2 N EMT, LFMC OR PVC 3/4" (1) #6AWG CU,THWN-2GND (2) #6AWG CU THWN-2 EMT, LFMC OR PVC 3/4" (1) #6AWG - CU,THWN-2 N MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/11/2022 ��11t1��t, �trt 81 STATE $�Psa64 4 ! �{ ........... /�/ONAL 111"1111111iitl'ii Wyssling Consulting, PLL 76 N Meadowbrook Drive Alpine UT 34004 Florida License # RY34912 Date Signed 08/16/2022 PROJECT NAME & ADDRESS 04 L0 LU M ® co J ILL w C J J_ r M = U W N DRAWN ®BY ESR SHEET NAME ELECTRICAL LINE DIAGRAM SHEET SIZE ANSI S 11" X 17" SHEET NUMBER V-6 LABEL-1: LABEL LOCATION: AC DISCONNECT ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL- 2: 1 ARF! 10('.ATION- /kU UIJI.UNNtzU I COMBINER MAIN SERVICE PANEL SUBPANEL MAIN SERVICE DISCONNECT CODE REF: NEC 690.13(B) LABEL- 3: LABEL LOCATION: UTILITY METER MAIN SERVICE PANEL SUBPANEL CODE REF: NEC 705.12(C) & NEC 690.59 TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL LABEL- 4: LABEL LOCATION: MAIN SERVICE PANEL SUBPANEL MAIN SERVICE DISCONNECT COMBINER CODE REF: NEC 110.27(C) & OSHA 1910.145 (f (7) TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANEIS LABEL- 5: LABEL LOCATION: AC DISCONNECT CODE REF: FFPC 11A2,1.1.1.1 & NEC 690.56(C) LABEL- 6: LABEL LOCATION: AC DISCONNECT CODE REF: NEC 690.56(C)(2) LABEL- 8: LABEL LOCATION: MAIN SERVICE PANEL SUBPANEL AC DISCONNECT CODE REF: NEC 690.54 LABEL- 9: LABEL LOCATION: MAIN SERVICE DISCONNECT (ONLY IF MAIN SERVICE DISCONNECT IS PRESENT) CODE REF: NEC 690.13(B) DCC a RE1 1 - 07t ' O 4- __ MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/11/2022 pf STATE OF Wyssfing Consulting, PLLC 75 N Mead brook Drive Alpine UT 84004 Florida License # RY342 Date Signed 08/ 16/2022 PROJECT NAME & ADDRESS O N d LU M LLI 0 M J Q LLI F- J ® J J ® U7 m LLI r Z M = �I LLr) LLI w m N DPAWNpBY ESR SHEET NAME LABELS SHEET SIZE ANSI B 11" X 17" SHEET � /NUMBER 1� V —8 FEATURES Diamond Cell Technoiogy ...... lE rr High Voltage Higher Module Power Shade Tolerance r--- ,* ; PID FREE I--- - -- ------ Strength and Dmabdity LINEAR 1-4-RFORIP-01ANCE 'Alfif"kRI-FRANTY 10 Y.ar Product Waoargy 25 YVaf Uneas Powr-f VVafranvI, JXM4 l,""',M-72 HIL-' 0*- SMf"IaO x. c "aminty turn c@uS CE LISTED jc'411 fvvlt� Ponc, PEW, ua'�""aw cef --V: 7� rfu�' F"ve f'-� p T� ype I 1 1011' Vl"A—Alvll 9C 1401 IT, c UX 41"IV �e IV 41 AV �Vv: 41 IV EV 42-D-V 39JSV 423/V 40 VV Q)en iVuR 1,Aaftage-, 9 '3111 A915V 4�"' Me "P'3 IV TV 50,41V 41&s1v 19 81-1�"' n8%, 2z'l 1-16% 20 31PIV, "anmurn %Vte�-' wue Q�efffx�ent's 'Y "ib, fem"Defat," STC S LAR MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08111/2022 PROJECT NAME & ADDRESS 0 CN Lc) ui ce) ry uj 0 co c) 2E _j < z < LL Lu 0� J 0 < Lu Lu 0 cf) cr- Lu z '-- >- CY) tL CY) ui LIJ M N DRAWN B ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER Pv-1 1 ENPHASE 101 011,4411w, ISM, Our Newest 1Q8 Microinvertcrs are the industry's first microgrid- forming, software - defined microinvatters with split -phase over conversion capability to convey-, DC power to AC power afficrently, The brain of the serniconductor-based microinverter is our proprietary application -specific integrated circuit (ASIC) which enables the inicroinverter to operate in grid -tied or off -grid modes, This chip is built in advanced 55nm technology with high speed digital logic and has super fast response times to changing loads and grid events. alleviating constraints on battery sizing for home energy systems. a as m g O Io- N, - Par- ot be Ef"Phase £ nqi sys"em. o1a SeItes rue Series Mioroirrefte,s rAyramyl, errriegnye lotio zhe Enphasx-sD B.Ilorx, standards,vie h morxthaft orre ­io-,, cuoxro-ve, Enromasp 10 Gaterairy, and Ithe Erohia� App iours of baser- or, -,acting, -Is ix; ar, inauxtrx- and arIafyso, I,.At aia, re, readmir, rledsea ranty of ) ;x 25yea-, PV,­�,Oj I !ys, quoky and oa�iiy to 1-08 selAs 108 MIclo,rivv lao, as, �_Fl � Ived a,. 2acap-r came wn s-n -play VC 4 coryramu.,rs. 'awo "s. ahen vlalexr ac'c'Grai"g :o oxlnuCwre, 3 1,, stf utiorc, Easy to install Lightweight and compact :with PlUg-n-play connectors Power Line Communication (PI.C) bensowen components Faster installation with simple tv,vs-wire cabling High Productivity and relialadity Produce power ever-, when the grid is down' More than one million cumulative hours of testing Class Il dryuble-Insulated enclosure Optimized for the latest Nigh - powered PV modules Microgrid-forming Complies with the latest advanced grid Support - (demote abotomartic updates for the latest grid requirements Configurable to support a wide range of grid Profiles Meets CA Rule 21 (UL 1741-SA) requirements IQ8 and IQ8+ Microinverters Cornoronly lisad r(lodule pairings-, Is 213 5 - 350 235-440 60-ceq/120 66 cefi/132 maff-oiM ard 72 ceil/144 Mccure _,nnrv,,vbrN 60 NIPPT's-ftwe ramie j 217-37 29-45 op"atins ramie V 25 - 48 25- 58 MIn"Mar, stzr-, veilage W 30/sw 50 / 58 Max �nptjt Dc o�-,sge 5 C, Po Max Do curovll� fmodule ro"I A is 0"arvVotarc C ass E�,C pnrt DC port backfeed currel -,A 0 PV array carfigutatio, N1 i.kigrojined arloo No audition ai DC side 1prot�_,Liar, reqwrvv:Ao side protoctror, reqofire-, max 20A per tfanch clrcuo loser oUtbut is<huor' VA 245 300 Max cusp Power '1A Norvirrai (L-L) ooTage/finga-I 4 240 / 211- 264 pias conttme,"s ouazul --u,rert 4 1,21 NI-munal lrequerrx r. 60 EX r soiled fixc ueifev raryge, bz 50 - 68 AC oharto,curr faliftcurrent over 2 3 l3vplxrr. Max :unit, pert A (L- L , brarx: o ar-urr" 171 T lood narrixofir. ifistortror, 5"; ovionvoltive cfws AC ricot is AC,port barrsfeed v,,Trofv "a 30 iro•se­ facto, setting In Gro-Too orme, factor 0-85 vadIng - 0,85 laquing Dear Pff',deRo, / % 97,5 97.6 GEC,veIghted, offsoeroy % 971 97 Night-time posysir consumption, 7W 60 alurcrarip e 40-C to ^601C (-4,3,-F to 40`F) Refative .urn din, rangs, 4% ,a 100% (condensairy) , Dc C, onoactox tow MC4 Drip'n'snaro 1Hxlxixy'D) 12 Inar, l&Y) x 175 mln (6,9") ;s 302 mm, (12"; "vlx,gF,T 1,08kii(2,38lbs) C"'orre Ni canoe c',Or.-ion, fan, Approras;for wet II,,(,auoir%o yes iocarron desee PD3 toC-1, stav Class U corrosion resufaM, poly- i k3sure Erivaon_ l:a000 I / Lvif expos, Is rating NEMA Type 6 / lojtdc- CA RI;re 21 ML 1,741-SA), UIL 62­wCe­1, ULTcruTEE1,547FCC Parl:15 Class B, ICES-000-4 Class R, CAN/CSA-02Z2 NO, 1071-01 Car 1, ,fie at a TI-io , Drocfact �s UL Liviarl as PVvivild Siout Down Ecoir,mont and coraorelrIvith NEC 2,714, NEC 2017, arid NEC 202C Becton 690 f 2 a Ira C 22 1- 2C78 Rule 64 -218 Re pel S IrA doson o f PC Sys I erns, f r, r AC and 5 c coscuctors. Varier, In So, redd ac cor d I ra; to C 20 rriaoi.;W.Iorer a xstructorns. 22 Enp ho-se E inc rI;,� A1 r yls I exerv�j, Enph­e. theto phao�r ovc, !Q81V i� oir vereIs . ar� dot n­f SyIrerrCo-trr��ie- 2. names are trademarks Enprare Erzrnrvi. rncD'a'a auc=ect toicharge, :averts UL loll. (I i No en tk, rr-eJ D/C/A ratic, 5 a- the oampicle ite �vj W avIr at hTt ps .1/ Nrcenphaw�, c. ,rrifi,,,dule - co In ivci b0ty 108 and leOflPf­v.pports spitr prvxe. 24(of l2` isavrnurn contirroIus niout DC _anent es IC,6A Ncrmrvi voragerarIge crofn coot erded vixraoll nn In I,,af reqwred r,,rrta[1io;ory orrr IN -2 Y bV the u0ity, (4) LmTxmav vary. Rvie, ro lovwroquirerIert, todeffne cle ouritor ofinrcroriverusia percvancn in your area, QBSP-CIS 0002-01 EN US 2022-03-17 S LAR DXCI�,_ RENT -1,07-?, ?01111VEF� 01'ry'N — MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN M1 1/2022 PROJECT NAME & ADDRESS 0 C\l L W cy) ry W (y) < U_ W ry U) F- -J < _j _j LIJ -r 0 co ry W z , >_ C11) (y) _j Lo n W W co N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-1 2 Enohase X-IQ-AMl-240-4 X-IQ-AIl-240-4C LISTED 'ea-,--, at-,odt t-nurasen"e xrgs, i� n' enphase-,com Re, 2 1 .able; ie"' a e, = Le E N P H A S E IZ-7 Enphase IQ Combiner 4,14-C MODEL NUMBER A .'A 2f, �4 4V MECHANICAL DATA �NTERNET CONNECTION OPT IONS A, 0 c t r, a .. i 4,9' 5 B ""R LAR DO',. -,,Rh,. 70'-�R ?G"VER- 'ems ,--'-l- --- MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/11/2022 PROJECT NAME & ADDRESS 0 (14 ry 114, az L0 LLJ M uj ce) c) < z < Lu ry U) < ui n ry z LLj >- cy) Loc') 0 w w co N AWN BY --- S R SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-1 3 w ('.'rosslRail System Ev X 0 C o K M Da P S e�tNA, -v 0,a r 48 X,,48 X! 7-1 Cao a _ 4 8 4 00 00 60, 40 0-0 4 05 4MIJ3 15 9 4 0 0 01 ?, 6, 4 0 0 C0 32 14000508 4 CI 1 2 2 14000659,55, 4000-A 5, 40004 4,'0'01-1'1'4 3 400M62, al-KOX,1675, M 06663 40001`583 14ND'00,19, 410-Y0020 06 40OW01 - H, 4CXY0 VC 2 An 40004,29, 4G(fD43,,), 40,X- 0-H LILI-X Mechanical Properties 6000, 4 S 4 0 M Pa' -2%7 1, j2 Dimensions in [mm] Inches Notes: DRAWN B t St*U(t-lrai v.-'Ues and � rha-, `')es!gfl Vania: and MCE ESR jL— tC,,r Fire, d 5,,,)nnq SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-14 S LAR DOY7 7-��N7 MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST, SUITE 2200 TAMPA , FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/1112022 PROJECT NAME & ADDRESS 0 C\l L0 w (Y) W CY) < Z < W LL U) 0 (/) y Q , z CY) CY) w Lij M N is Splice Foot XL IMMMEM We support PV systems Formerly Everest Sallar Systems A Units[in] mm -------------- S LAR DCYN'T REN7 MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 08/1 V2022 PROJECT NAME & ADDRESS 0 c\j 't If I ry cy) ry LLB 0 cy) < Z HU) cn Lij cy') cy') Lr) LLJ Lij co N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-1 5 n Basic Features * Stamped Seamless Construction * 18 Gauge Galvanized Steel * Powder Coated Surfaces * Flashes into the roof deck * 3 Roof deck knockouts .5", .75", 1" * 5 Centering dimples for entry/exit fittings or conduit * 2 Position Ground lug Installed * Mounting Hardware Included "ruse batters and terminal blocks -added in IkI he ;held must be UL listed of recognized and rneet 600 VOC 30 AMP 11 OC for use; holders. 600V 50 AMP 90C for rat! niounted tern-iinal btocks and 6n0 V 175 ANIP 90C !or Power Castribution B;cicks. Use CoirrierViire Conductors, SoiaDeck Model SD 0783 Available Models: Model SD 0783 -`3'fixed Din Rail) Model SID 0786 - (6' slotted Din Rail) SolaDeck UL 1741 Combiner/Enclosures Models SD 0783-4 1 and SD 078641 are labeled and ETL ;acted UL STD 1741 according to the UL STD 1741 for phiorovoltaic corribiner enclosures. failax Rated - 60OVDC, 120AMPS Model SD 0783-41 3" Fixed Din Rail fastened using Norlock System "Typical System Configuration a- Din Rail Mounted FUse Holders 60OVDC 30 AMP Power Distribution Block 60OVDC 175ANIP I- Bus Barvth UL lug Model SD 0786-41 6" Slotted Din Rail fastened using steel studs "Typical System Configuration 4- Din Rail Mounted Fuse Holders 60OVDC 30 AMP 4- Din Rail Mounted Terminal Blocks Bus Bars with UL lug Mrstud of fining S base IS center dimpled for tiring locations Model SE) 0 78d-41 owed will-, Model SD 0786-41 wired w4n, Ufn Rail mounted 'use holders, Di n Rail mounted 'L-se, holders, bus bar and power distribubon ferminal bloctis 3nd bus oars clock. ROTCEnterprises, Inc - 2219 Heimstead Road. Eau Cliare, W1 54 703 For product information call 1(866) 367-7782 S LAR Dot 11 RENT -_1-C'1'1-:R Cr`-A'N '; MODERN CONCEPTS SOLAR 201 N. FRANKLIN ST. SUITE 2200 TAMPA, FL 33602 REVISIONS DESCRIPTION DATE REV INITIAL DESIGN 111111112022 PROJECT NAME & ADDRESS 0 W ce) ry W r-) C-) _j < Z < u- W J < 0 W Z CY) cy.) W ca N DRAWN BY ESR SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-1 6