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HomeMy WebLinkAbout22-5125Ci y o Zephyrh-i-R* 5335 Eighth Street Zephyll FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 !I iiiiiiiii INCIP11111 1 1111 11 1 g ELCMISC-005125-2022 Issue Date: 10/31/2022 0 ME3= rim AM Voil accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. -016WRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOJ CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHET, 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 } , Building Department 8a 6 t Date Received Phone Contact for Permitting Owner's Name Ser jo Gomez Owner Phone Number 318 245-2518 Owner's Address 38293 Sonnet Landinq Ave Owner Phone Number Fee Simple Titleholder Name Owner Phone Number �n® Fee Simple Titleholder Address JOB ADDRESS 38295 Sonnet Land inq Ave LOT# 23 SUBDIVISION ZEPHYR LAKES PARCELID# 35-25-21-0180-00900-0230 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE SFR Q COMM OTHER O al TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK lnstallation of roof mounted solar PV system with wiring BUILDING SIZE SQ FOOTAGE = HEIGHT sW,€X&XX. cXtate.XXXC . - - ,: a': :,EkxxxWx .. x�EA. a€ : .L€Tka BUILDING $ 3H,T26.00 I VALUATION OF TOTAL CONSTRUCTION X=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING MECHANICAL $.$ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER; f "f' COMPANY ADT Solar LLC SIGNATURE � REGISTERED Y I N FEE CURREN Y/ N Address License# EC13001242 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y ( FEE CURREN Y Address N ( N License # PLUMBER REGISTERED / N COMPANY SIGNATURE RED �_Y FEE CURREN Address License #� MECHANICAL COMPANY SIGNATURE REGISTERED Y (N FEE CURREN Y ( N Address License #� OTHER COMPANY SIGNATURE REGISTERED Y (N FEE CURREN Y ( N 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 w( 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 wt Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Pen -nit 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 IMPACTILITILITIES 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, Wetland Areas and Environmentally Sensitive Lands, WaterNVastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, If the fill material is to be used in Flood Zone "A" in connection with a permitted building 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) 5 OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this by 10/18 by Ronnie Padgett Who is/are personally known to me or has/have produced Who is/6e personally known to me or has/have produced as identification, L as identification. Notary Public —Notary Public Commission No. Commission No. Tori Chapel Name ofNotary typed, printed or stamped 11 - 0� 01t14 4a_ Name of Notarytyped, printed or stamped 5 1> 3 Egcwvs N"! 25, October 2022 Property Owner: Sergio Gomez Property Address: 38295 Sonnet Landing Avenue, Zephyrhills, FL 33541 RE: Photovoltaic System Roof Installations I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support the proposed installation of an array of solar panels on the roof. Based on my review, the existing structure meets or exceeds applicable codes listed below to support the proposed solar panel installation. This assessment is based on recent on -site inspection by solar inspectors and photographs of the existing structure. The photovoltaic system is designed to withstand uplift and downward forces; our assessment is regarding the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters or truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used in our review and assessment include the following: Evaluation Criteria: Applied Codes: ASCE 7-16 FBC 2020 NEC 2017 Risk Category: 11 Design Wind Speed (3-second gust): 137 MPH Wind Exposure Category: C Ground Snow Load: 0 PSF Seismic Design Category: D Existine Structure: Roof Material: Shingle Roofing Structure: 2x4 Truss Top Chord Roof Slope: 5/12 a EVjINIVA'tGAk I[CIIJI, IQ a. -,I I ij, [CMILI LIN 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 PRINCIPAL Infrastructure" Architecture * Engineering * Construction www.pi-acc.com * info Cy,)pi-aec.coni PRINCIPAL Engineering Architecture + Engineering + Construction Effect of the Solar Array on Structure Loadi gravity -Loads: Per IBC Section 1607.12.5.1, the areas of the roof where solar panels are located are considered inaccessible, and therefore not subject to roof live loading. Live load in these areas is replaced by the dead load of the solar array, 3 psf. The total gravity load on the structure is therefore reduced and the structure may remain unaltered. Connections of the mounts to the underlying structure are to be installed in a staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The stresses within the rafters or truss top chord due to the introduction of discrete mount loads are within acceptable I imits, as shown on the attached calculations. Wind Load: The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and parallel to the roof surface. Any additional wind loading on the structure due to the presence of the array is negligible. The array structure is designed by the manufacturer to withstand uplift and downward forces resulting from wind and snow loads. The attached calculations verify the capacity of the connection of the solar array to the roof to resist uplift due to wind loads, the governing load case. Snow Load: The reduced friction of the glass surface of the solar panels allows for the Lower slope factor (CS) per Section 7.4 of ASCE 7-16 resulting in a reduced design snow load for the structure. This analysis conservatively considered the snow load to be unchanged. Seismic Load: Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively neglecting the wall materials, the solar panel installation represents an increase in the total weight of the roof and corresponding seismic load of less than 10%. This magnitude of additional forces meets the requirements of the exception in Section I IBA of ASCE 7-16 . The existing lateral force resisting system of the structure is therefore allowed to remain unaltered. 71950bi Ir STATEOR is Nka 1 �® PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 "Improving the PRINCIPAL Infrastructure of our World" PRINCIPAL Engineering Architecture * Engineering, 4 Construction Page 3 of 3 Conclusion: To the best of my professional knowledge and belief, the subject construction and photovoltaic system installation will be in compliance with all state and local building codes and guidelines in effect at the time of our review. Limitations: Engineer's assessment of the existing structure is based on recent field reports and current photographs of the elements of the structure that were readily accessible at the time of inspection. The design of the solar panel racking (mounts, rails, connectors, etc,), connections between the racking and panels, and electrical engineering related to the installation are the responsibility of others. The photovoltaic system installation must be by competent personnel in accordance with manufacturer recommendations and specifications and should meet or exceed industry standards for quality. The contractor is responsible for ensuring that the solar array is installed according to the approved plans and must notify the engineer of any undocumented damage or deterioration of the structure, or of discrepancies between the conditions depicted in the approved plans and those discovered on site so that the project may be reevaluated and altered as required. Engineer does not assume any responsibility for improper installation of the proposed photovoltaic system. MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 "Improving the PRINCIPAL Infrastructure of our World' Uplift and wind Downforce Calculation Summary (ASCE 7-16) Mount, Rack, & Panel Proportioning Point load Check and Rafter Stress Analysis Property Droner: Sergio Gomez Max. Individual Panel Dimensions Project Address: 38295 Sonnet Landing Avenue Length (in) Width {in) Area (sf) City, State: Zephyrhiils, FL 33541 77 39 20.85 12x4 Truss Top Chord i 137 C 1.4 •. ., 11 ' MANDEVILLE, LA 714I+j 985.624,5001 INFO@PI-AEC.COM •-»a•* 0 affiall[KIII -° MANDEVILLE, L ail; 985.624.5001 <.,@we■« FLORIDA FIRM NO. 30649 egory: actorCe ctor, Ct ! Factor, IS ;uration -2 -3 J:z Zone 1: 2 rails, mounts @ 2 ft. o.c. Zone 2r: 3 rails, mounts @ 2 ft. o.c. Zone 1': N/A Zone 3: 3 rails, mounts @ 2 ft. ox. Zone 2: N/A Zone 3e: N/A Zone 2e: 3 rails, mounts @ 2 ft. o.c. Zone 3r: N/A Zone 2n: N/A 0 IV H If 141 IV-11 a a 0101110114411101 IBM 101 TINN0�1mregria . . . . . ............ V MANDEVILLE, LA 70471 985,624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 SYSTEM SIZE: 7.90 KW DC 5.80 KW AC MODULE TYPE & AMOUNT: (20) CANADIAN SOLAR CS3N-395MS (395W) MODULES MODULE DIMENSIONS: (UW/H) 76.4'741.3"/1.38" INVERTER: (20) ENPHASE IQ8PLUS-72-2-US, 240V INTERCONNECTION METHOD: BACKFEED BREAKER RENAMM94MW ALL WORK SHALL CONFORM TO THE FOLLOWING CODES 1. FLORIDA RESIDENTIAL CODE, 7TH EDITION 2018 (FRC) 2. FLORIDA BUILDING CODE, 7TH EDITION 2020 (FBC) 3. FLORIDA FIRE CODE, 7TH EDITION 2020 (FFC) 4. NATIONAL ELECTRICAL CODE 2017 (NEC) ASCE 7-16 1) THIS PHOTOVOLTAIC (PV) SYSTEM SHALL COMPLY ROOF #2 WITH THE NATIONAL ELECTRIC CODE (NEC) ARTICLE 690, (09) CANADIAN SOLAR ALL MANUFACTURERS'S LISTING AND INSTALLATION CS3N-395MS (395W) INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE AUTHORITY HAVING JURISDICTION'S MODULES (AHJ) APPLICABLE CODES. SLOPE: 22' AZI M.: 270' 2) THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION. 3) GROUND FAULT DETECTION AND INTERRUPTION (GFDI) DEVICE IS INTEGRATED WITH THE MICRO -INVERTER IN ACCORDANCE WITH NEC 690.41(B) 4) ALL PV SYSTEM COMPONENTS; MODULES, UTILITY -INTERACTIVE INVERTERS, AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY NEC 690.4: PV MODULES: UL1703, IEC61730, AND IEC61215, AND NFPA 70 CLASS C FIRE INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519 COMBINER BOX(ES): UL 1703 OR UL 1741 ACCESSORY 5) MAX DC VOLTAGE CALCULATED USING MANUFACTURER PROVIDED TEMP COEFFICIENT FOR VOC. IF UNAVAILABLE, MAX DC VOLTAGE CALCULATED ACCORDING TO NEC 690.7. 6) ALL INVERTERS, PHOTOVOLTAIC ROOF ACCESS POINT MODULES, PHOTOVOLTAIC PANELS, AND SOURCE CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC POWER SYSTEM WILL BE IDENTIFIED AND LISTED FOR THE APPLICATION PER 690.4. SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONS FROM LISTING OR LABELING (NEC 110.31, 7) ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE, IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ, 11"io .0 SCALE 3/32" = V-0" ROOF ACCESS POINT BACK OF HOUSE ROOF ACCESS POINT SHALL NOT BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR ,� DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS PROPERTY LINE POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. ATTIC TEMPERATURE 130 DEGREE � PROPERTY LINE 471-411 38295 SONNET LANDING AVE FRONT OF HOUSE PV 0.0: COVER SHEET PV 1.0: SITE PLAN PV 1.1: ATTACHMENT PLAN PV 2.0 ATTACHMENT DETAILS E1.1: 3-LINE DIAGRAM E 1.2: NOTES E 1.3: WARNING LABELS DS 1.0-: EQUIPMENT SPEC SHEETS EXISTING EXTERIOR METER/MAIN COMBO. 11 mm SERVICE PANEL & POINT OF INTERCONNECTION. ® TIED TO EXISTING EXTERIOR UTILITY METER. ® EXISTING INTERIOR SUB PANEL, NEW DEDICATED PV SYSTEM COMBINER PANEL. ROOF #1 NEW ALTERNATIVE POWER SOURCE AC DISCONNECTI (11) CANADIAN SOLAR CS3N 395MS O RAPID SHUTDOWN: 240V, 60AMP RATED, NEMA 3R, UL (395W) MODULES LISTED LOCKABLE &NON -FUSIBLE SLOPE:22° AZIM.: 90' meµ- XISTING EXTERIOR METER/MAIN 'OMBO. SERVICE PANEL TIED TO —u EXTERIOR UTILITY METER SATELLITE VIEW Pv0.6 SCALE: NTS 1. 0 3 VICINITY MAP Pv0.0 SCALE: NTS 0 Solo,ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE:985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN: 26-0713358 Signature with Seal PMCIPAL s T igti!l0�1�� tm W .� # � dAr `d i s i a s T tOR19 0o lots -, t -tt— PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 Project Name & Address IR i , is t 0 s DRAWN BY ENP DATE:10-04-2022 Sheet Name COVER SHEET Sheet Number NOTE: V I C, RMC, FMC, LFMC, PVC, HDPE, NUCC, RTRC, LFNC, FMT, ENT OR EMT CONDUIT RUN. NOTE: SOLAR PANEL LAYOUT IS CONCEPTUAL, BUT AS PROVIDED, CONFORMS WITH THE REQUIREMENTS SET IN SHEET PV-2 CONTRACTOR MAY ADJUST PANEL LOCATION. SOLID CORNERS (4`X4') SHOWN THE PLAN IS WIND ZONE 3. SEE 2018 FLORIDA RESIDENTIAL CODE (7TH EDITION) FOR MORE DETAILS SITE PLAN Pb 1.0 SCALE: 1 /8" = V-0" WIND ZONE 3 (TYP.) FOR ANCHORING REQUIREMENTS i 38295 SONNET LANDING Total Array Area 438.24 SgFt Total Roof Area 4117.307 SgFt Total Percentage or Roof Covered TWaIA-yAf / Td.IP.&Area}'100 1t7.64% 1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL. 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A 7° TO A MAXIMUM 26° (5/12 TO A MAXIMUM 7/12 PITCH) ROOF IN SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF HEIGHT DOES NOT EXCEED 15-0". 4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT DRILL AND FILL ALL HOLES. 5, ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, PADS, ETC OR SIMILAR, 6, ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-T5 UNLESS OTHERWISE NOTED. 7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8, ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS, 9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) OR LOCAL GOVERNING CODE. SYSTEM LEGEND O EXISTING EXTERIOR METERIMAIN COMBO, SERVICE PANEL & POINT OF INTERCONNECTION. TIED TO EXISTING EXTERIOR UTILITY METER, EXISTING INTERIOR SUB PANEL. I " i NEW DEDICATED PV SYSTEM COMBINER PANEL. jg NEW JUNCTION BOX NEW ALTERNATIVE POWER SOURCE AC DISCONNECT AC RAPID SHUTDOWN: 240V, 60AMP RATED, NEMA 3R, UL LISTED LOCKABLE & NON -FUSIBLE 20 NEW CANADIAN SOLAR CS3N-395MS (395W) MODULES WITH NEW 20 - ENPHASE IQ8PLUS-72-2-US, 240V MICRO -INVERTERS, MOUNTED ON THE BACK OF EACH MODULES. = VENTS, AC UNIT, DISH, ROOF OBSTRUCTIONS = RACKING SYSTEM --- = EXTERIOR RUN =TRUSSES = FIRE SETBACK & FIRE PATHWAY ROOF SECTIONSI Roof #61 MODULE -11 SLOPE - 22' AZIMUTH - 90' MATERIAL - ASPHALT SHINGLE TRUSSES SIZE & SPACING - ZX4" @ 24" O.C. ROOF# 2 MODULE -09 SLOPE-22° AZIMUTH - 2704 MATERIAL - ASPHALT SHINGLE TRUSSES SIZE & SPACING - 2"X4" @ 24" O.C. I CIRCUIT(S) II r 0 >� , ADT SOLAR LLC 22171 MCH RD MANDEVIL( E, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN:26-0713358 Signature with Seal ~ P s sr� 0"iaWIFR�yi$r® '1(1 a� �e 7`1 c frg 1 s PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 Project Name & Address Tr i f +r • DRAWN BY N DATE: 104 2022 Sheet Name SITE PLAN Sheet Number r E J11'i• M 361-811 531-911 - 1 ATTCHMENT PLAN SCALE: 3/16" = 1'-Q" 0 ROU"F #2 -W W a I MODULE, ARRAY WEIGHT (LOAD CALC'S) umber of Modules 20 lodule Weight 51.6 LBS otal Module (Array) Weight 1032.00 LBS umber of Attachment point 55 lounting System Weight e Wdl) 1,5 LBS lounting System Weight 82.50 LBS otal System Weight !.dine ft9hi System Weight) LBS Veight at Each Attachment Point tray Weight/Number dMa �ment Point) 18.76 LBS lodule Area (76.4"x41,3") 21.91 SqFt otal Array Area 43&24 SqFt Distributed Load &i SW- W.01 ToWA-y Area,.2.42 Per SqFt otal Roof Area 4117.307 SqFt otal Percentage or Roof Covered I- - - 1 10,64% sc'� i (3 ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE ............ LEIN: 26-0713358 Sig nature with Seal gb PRINCIPAL %C Its's 16m 71250 0 STATE OF OR19 0 J PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985,624,S001 INFO@PI-AEC.COM FLORIDA FIRM NO, 30649 Project Name & Address Ld LU ;-7 (D LO C-) 0 UJ 0 C-) (D C/) < C/) UJ < C/) LL- LLJ 11-4 LIJ 71 2-7 >- 0 0 2E 0 co LO LIJ 0-) C14 00 Cy') DRAWN BY ENP D' 000, DATE: 10-04-2022 Sheet Name C 00" DRAWN PLAN S Sheet Number P p V 1 .1 GENERAL STRUCTURAL NOTES: 1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING THE UNIRAC STANDARD PRE -MANUFACTURED ALUMINUM MOUNTING RAIL WITH FLASHLOC RM ATTACHMENT. THE MOUNTING FEET ARE TO BE SPACED AS SHOWN IN THE DETAILS, AND MUST BE STAGGERED TO ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. 2. UNLESS NOTED OTHERWISE, MOUNTING ANCHORS SHALL BE 5/16" LAG SCREWS WITH A MINIMUM OF 2-1/2" PENETRATION INTO ROOF FRAMING. 3, THE PROPOSED PV SYSTEM ADDS 2.6 PSF TO THE ROOF FRAMING SYSTEM, 4. ROOF LIVE LOAD = 20 PSF TYPICAL, 0 PSF UNDER NEW PV SYSTEM. 5, ROOF SNOW LOAD = 0 PSF 6. WIND SPEED = 137 MPH 7, EXPOSURE CATEGORY = C 8. MAX SPACING BETWEEN ATTACHMENTS (INCHES) = 48" CLAMP w/ AND LOCK' IV U IF S SERATED T BOLT AND FLANGE T IRAC FLASH Note 1: Windspeed value is design 3-sec gust in accordance with ASCE 7- Note 2: a}Lag bolt shall be mounted into rafters b}Notify Engineer immediately if conditions differ or prevent installation per plan. Note 3: These drawings were prepared under my supervison. I have researched the code and to the best of my knowledge And belief, these drawings comply with the 2020 Florida Building Code. Note 4: Installer shall adjust mount spacing by zone to match prescribed values on engineer's calculation letter Note 5: Maximum rail cantilever distance beyond outermost mount is One-third the zone -specific mount spacing. ATTACHMENT DETAIL( I I 120 115 140 15 13 i '1 20 ISO ISO 140 ISO' lad e Sft ) . .. I VVUftutf DESIGN SPECIFICATION: WIND C137 MPH RISK CATEGORY: 11 0 ar, leisure]l� 0 Solo, ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE:985-238-0864 ADT SOLAR BUSINESS LICENSE FEK 26-0713358 Signature with Seal PRINCIPAL ;0- U0.71950 STATE �+►4 I PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO, 30649 Project Name & Address s 0 • 0, ' DRA WN DATE:0-OM2022 Sheet Name ATTACHMENT DETAILS Sheet Number PV 2.0 SCALE:NTS MODULE TYPE & AMOUNT: (20) CANADIAN SOLAR CS3N-395MS (395W) MODULES MICRO -INVERTER: (20) ENPHASE IQ8PLUS-72-2-US, 240V (01) CIRCUIT OF 11 MODULES CONNECTED IN PARALLEL (01) CIRCUIT OF 09 MODULES CONNECTED IN PARALLEL SYSTEM SIZE: 7.90 KW DC 5.80 KW AC (2) ENPHASE Q CABLES (N) (20) ENPHASE IQ8PLUS-72-2-US, 240V, MICRO -INVERTERS, 240V, 1.21A MAX CEC WEIGHTED EFFICIENCY 97.0% NEMA 4R, UL LISTED, INTERNAL GFDI 11 MICRO -INVERTERS IN BRANCH CIRCUIT #1 �— TERMINATOR CAP ON LAST CABLE CONNECTOR AC TRUNK CABLE (TYP) 09 MICRO -INVERTERS IN BRANCH CIRCUIT #2 TERMINATOR CAP ON LAST CABLE CONNECTOR AC TRUNK CABLE (TYP) SPECIFICATION OR (N) JUNCTION BOX 600V, NEMA 4 UL LISTED I IBUS BAR RATING 0 BREAKIERRATING MAX.! s !i # 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION, Z) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600V AND 90 DEGREE C WET ENVIRONMENT. 3.) WIRING, CONDUIT AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP OR VALLEY, 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. , 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP 'MANUFACTURER'S INSTRUCTION. 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG. 10.) IN 1" IMC, RMC, FMC, PVC, LFMC, HDPE, NUCC, RTRC, LFNC, EMT, FMT, EMT CONDUIT RUN r (N)125A COMBINER PANEL ENPHASE IQ COMBINER X-10-AM1-240-4 64A/240V CONTINUOUS, PROTECTION MAX 80A BREAKER ON SOLAR OUTPUT; WITH 10 KAIC CIRCUIT BREAKERS 15A I � I I€ II ,I � II I I IQ Envoy (GN) GENERAL CONDUIT NOTE: CONDUIT TO BE UL LISTED FOR WET LOCATIONS AND UV PROTECTED (EX.-EMT,SCH 80 PVC OR RMC)*FMC MAYBE USED IN INDOOR APPLICATIONS WHERE PERMITTED BY NEC ART .348 EXISTING DUKE ENERGY UTILITY METER KA METER NO- 8339655_.__. EXISTING EXTERIOR 240V/200A BUS ; (E)150Al2P° -� BAR RATING, METERIMAIN COMBO. q SERVICE PANEL, SINGLE PHASE, (E) LOADS WITH EXISTING 150A MAIN BREAKER r (N) ALTERNATIVE POWER SOURCE AC DISCONNECT/ RAPID SHUTDOWN: 240V 60AMP RATED, NEMA 3R, UL LISTED I (iCKARI F R NnN-FUSIBLE N ( j _G_ _4 _1_ I i I _J Q I (E) LOADS m �0-- r^ 0 0— (N) 40A/2F I AT k '. PANEL PER ART. 705.12(B) LUGS ' F- `,t E I(N) i I(E) I , ___.___._.—_ LjL----------- . _._J F_ GEC LOADS LOADS 3 -- - % EXISTING INTERIOR 240V/225A BUS BAR RATING, SUB PANEL, SINGLE PHASE GROUNDING EXISTING GROUNDING ELECTRODE SYSTEM ELECTRODE SYSTEM TO EARTH REF. NEC 250.52, 250.53(A) .55,okai- ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE:985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN:26-0713358 Signature with Seal PRINCIPAL b1:,*i77E'('r""°i77g. Inc, 6 �1t�4 d 651 F - — PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 99S.624.SO01 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 Project Name & Address > t DE -RATE: "i, 7 5 a im 'CABLE INCLUDES E NEC 310.1&�I R > RATI min i #12 GROUND (B) (2) (a) Amm i • DRAWN BY ENP DATE:10-04-2022 Sheet Name 3-LINE DIAGRAM Sheet Number 1.1 Soiar 310.15(B)(3)(c), 310.15(B)(16), Chapter 9 Table 4, 5, & 9, 1. ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. ADT SOLAR LLC L#u*#n s�,ecific ttrn�6ratwra oWtair,84 fr#,m ASH?�AE 2f 'Ti 2ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. THE 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 data tables TERMINALS ARE RATED FOR 75 DEGREE C. ACT SOLAR BUSINESS LICENSE 1 THE WIRES ARE SIZED ACCORDING TO NEC 110.14. RECORD LOW TEMP vffi 4. WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED Sina tu AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. AMBIENT TEMP (HIGH TEMP 2%) 5. WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC CONDUIT HEIGHT 110.26 F� 6. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL CONDUCTOR TEMPERATURE RATE NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND I SOLAR MODULE PER MANUFACTURER SPECIFICATIONS MAX. POWER -POINT CURRENT (IMP) 10.68 AMPS MAX. POWER -POINT VOLTAGE (VMP) 3TO VOLTS OPEN -CIRCUIT VOLTAGE (VOC) 44.30 VOLTS � |xHEv±RbIbLCFUMII;SECT0DECONT|NUOUSPER CEC 7�M����Z�80pJUNCTK3NBOXES.RACE�AY�.ANDCONDU�SARENDTSPB]F|ED.THECONTF�CTOR / 250.64(C) SHALL SIZE THEM ACCORDINGLY. � 7� SUB -BRANCHES ARE CENTER -FED ATJ8OXTOMAKE ONE TOTAL & ALL WIRE TERMINATIONS SHALL BEAPPROPRIATELY LABELED AND READILY VISIBLE. BRANCH CIRCUIT, 0. MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER & ENPHASE|QENVOY INSIDE 0COMBINER REQUIRES ANEUTRAL THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. T08ELANDED ATTHE NEUTRAL BUSS ATMAIN PANEL PER 10. MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT ENPHASEINSTALLATION INSTRUCTIONS. LAY|NLUG. - 9. ENPHASEM|CR0NVERTERSARE ALL RAPID SHUTDOWN READY 11�THE POLARITY OFTHE GROUNDED CONDUCTORS |SNEGATIVE. ���� No. 64601 PER NEC GAO,12 12. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. 13. MODULES CONFORM TQAND ARE LISTED UNDER UL1783, � 14.RACKING CONFORMS T0AND |8LISTED UNDER UL2703, MICRO -INVERTER PER MANUFACTURER SPECIFICATIONS 15. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 (C) MANUFACTURER ENPHASE ENERGY IQ8PLUS-72-2-US 16, CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC MAX. DC VOLT RATING 60 VOLTS ARTICLE 310.10 (C) 17. THIS SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN OF PV CONDUCTORS IN COMPLIANCE WITH NEC 690.12. MAX. POWER AT 40 C 290 WATTS 18. LABELING IN COMPLIANCE WITH NEC 690.12 AND 690.56(C) IS SHOWN ON SHEET E-03. NOMINAL AC VOLTAGE 240 VOLTS 19ALL CONDUITS TO BE INSTALLED A MIN OF 7/8" ABOVE THE ROOF SURFACE. PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MAX. AC CURRENT 1.21 AMPS MANDEVILLE, LA 70471 MAX. PANELS/CIRCUIT 13 FLORIDA FIRM NO. 30649 Project Name & Address SHORT CIRCUIT CURRENT 15AMPS THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) LIJ < AC OUTPUT CURRENT 24.20A LIJ __J CO NOMINAL AC VOLTAGE 240V CL_ LIJ RAIL MIN. 3-1/2" ABOVE ROOF SURFACE 0 DRXNN BY ENP DATE: 10-04-2022 Sheet Name NOTES Sheet Number i ELECTRICAL NOTES: 1). UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. 2), WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26, 3). ALL EQUIPMENT INSTALLED SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) PER NEC ARTICLE 110.3. 4). RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. 5). ALL LABELS OR MARKINGS SHALL BE VISIBLE AFTER INSTALLATION. THE LABELS SHALL BE REFLECTIVE, AND ALL LETTERS SHALL BE CAPITALIZED AND SHALL BE A MINIMUM HEIGHT OF 9.5 MM (3/8 IN) IN WHITE ON A RED BACKGROUND. 6). CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 (C) (1) AND ARTICLE 310.8 (D). 7). CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.8 (C) (N) ALTERNATIVE POWER SOURCE AC DISCONNECT ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ACT SOLAR BUSINESS LICENSE FEIN:26-0713358 �akx^ bW� PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 98S.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 Project Name & Address 0 ILL 4 UJI i 00 DRAWN BY ENP DATE: 10-04-2022 Sheet Name PLACARD AND DER TAGS Sheet Number 1. Module power up to 405 W j Module efficiency up to 19.9 % a Lower LCOE & BOS cost Comprehensive LID / LeTID mitigation technology, up to 50% lower degradation Better shading tolerance CanadlanSolar Industry Leading Product Warranty on Materials -� Years ' and Workmanship* 25 Linear Power Performance Warranty* Years 1`1 year Power degradation no more than 2% Subsequent annual power degradation no more than 0,55% *Subject to the terms and conditions contained in the applicable Canadian Solar Limited Warranty Statement. Also this 25-year limited product warranty is available only for products installed and operating on residential rooftops in certain regions. MANAGEMENT SYSTEM CERTIFICATES* ISO 9001: 2015 / Quality management system ISO 14001: 2015 / Standards for environmental management system ISO 45001: 2018 / international standards for occupational health is safety PRODUCT CERTIFICATES* MORE RELIABLE SEC 61215 / IEC 61730 / CE FSEC (US Florida) / UL 61730 / IEC 61701 / IEC 62716 7 Minimizes micro -crack impacts / e * The specific certificates applicable to different module types and markets will vary, and therefore not all of the certifications listed herein will simultaneously apply to the Heavy snow load up to 8100 Pa, products you order or use. Please contact your local Canadian Solar sales representative Jto enhanced wind load up to 6000 Pa* confirm the specific certificates available for your Product and applicable In the regions in which the products will be used. CS1 SOLAR (USA) CO., LTD. is committed to providing high quality solar photovoltaic modules, solar energy and battery storage solutions to customers. The company was recognized as the Ncr 1 module supplier for quality and performance/price ratio in the IHS Module Customer Insight Survey. Over the past 20 years, it has Successfully delivered over 63 G'dv of Fordo vied w.co,mau- o1ea . vttrr to Iris a0 en `ranuai- premium -quality solar modules across the world. CS1 SOLAR (USA) CO,, LTD, 1350 Treat Blvd, Suite 500, Walnut Creek, CA 94598, USA I www.csisolar.com/na G service.ca@csisolar.com ENGINEERING DRAWING (mm) Rear View Frarne Cross Section A -A 35 Craandnq 8-14.9 Ln ole on ` i ou, ci i =,g Hole r. 998 ..._.. 35 1048 CS3N-400MS I I, -V CURVES , .� V 10 15 20 25 30 35 40 45 50 55 60 5 16 15 20 25 30 35 40 45 50 55 60 1000 w/m' 5-C ilota/rr,- 25°c E 6w w/m` 45-C int wimt ei,c 210 w,m' ELECTRICAL DATA I STC* MECHANICAL DATA CS3t 38OMS 385MS 39OMS 395MS 40OA41S 4051MS Specification Data Nominal Max. Power (Pmax) 380 W 385 W 390 W 395W': 400 W 405 W Cell Type Mono -crystalline Opt. Operating Voltage (Vm p) SEA 36.6 V 36.8 V 37.0 V 37.2 V 37.4 V Cell Arrangement 132 (2 X (11 X 6) ] Opt. Operating Current (Imp) 10.44 A 10.52 A10.60 A10.68 A10.76 At 0.83 A Dimensions 1940 X 1048 X 35 mm Open Circuit Voltage (Voc) 43.7 V 43.9 V 44.1 V 44.3 V 44.5 V 44.7 V (76A X 41.3 X 1.38 in) - Short Circuit Current (Isc) 11.26 A 11.32 A11.38 A 11.44 A 11.50 A 11.56 A Weight 23.4 kg (51,6lbs) Front Cover 3.2 mm tempered glass Module Efficiency 18.7% 18.9% 19.2% 19.4% 19.7% 19.9°k Frame Anodized aluminium alloy Operating Temperature -40°C - +85°C )-Box IP68, 3 bypass diodes Max. System Voltage 1000V (UL) Cable 12 AWG (UL) Module Fire Performance TYPE 2 (UL 61730 1000V) Portrait:460 mm (15.7 in) (+)1280 Cable Length mm (11.0 in) (-) (supply additional Max. Series Fuse Rating 20 A (Including Connector) cable jumper:2 lines/pallet); land- scape 1250 mrr(49.2 in)*_ Application Classification Class A Connector T4 or MC4 series Power Tolerance 0 - + 10 W _ Per Pallet_ 30 pieces standard Test Conditions {STC7 of irradiance of 1040 W{m', spectrum AM 1.5 and cell temperature of 25 Per Container (40'HQ) 720 p18C2S T rider * For detailed msarmai on, please 11 c11 ontact your local Canadian Solar sales and [echnicof representatives. ELECTRICAL DATA I NMOT* CS3N 3801dic 385.MS 39t�MS SMS 40OMS 40xMS A _ - NominalMax. Power Pmax) 284 W 288 W 241 W 295 W 299 W 303 W TEMPERATURE CHARACTERISTICS Opt. Operating Voltage (Vmp) 34.0 V 34.2 V 34.4 V 34.6 V 34.7 V 34.9 V - Specification Data Opt. Operating Current (Imp) 8,35 A 8.42 A 8.48 A 8.54 A 8.60 A 8.66 A Temperature Coefficient (Pmax) 0.34 % / °C Open Circuit Voltage (Voc) 41.2 V 41 A V 41.6 V 41.8 V 4L9 V 42.1 V Temperature Coefficient (Voc) 0.26 % / °C short Circuit Current (Isc) 9.08 A 9.13 A 9.18 A 9.23 A 9.28 A 9.33 A Temperature Coefficient (Isc) 0.05 % / °C - b _ _ ...... ____ *Under Nomma{,Module Operafang Temperature (NMOT}, vrad�ance of so-()- N;/m spectrum AM t.5, ambient Nominal Module O eratin Temperature 42± 3°C _ _p � ._, p .__ temperature 20`C, rind speed t nits. PARTNER SECTION * The specifications and key features contained in this datasheet may deviate slightly from our actual products due to the on -going innovation and product enhancement. CS1 Solar Co., Ltd. reserves the right to make necessary adjustment to the information described herein at any time without further notice. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please carefully read the safety and installation instructions before using our Pv modules. CS1 SOLAR (USA) CO., LTD, Jan. 2022 j All rights reserved I PV Module Product Datasheet v2.9C25,_F23_j3,_NA ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE:985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN:26-0713358 Project Name & Address IR t s # i s DRAWN BY ENP DATE: 10-04-2022 Sheet Name Sheet Number NOW ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ACT SOLAR BUSINESS LICENSE FEIN: 26-0713358 Signature with Seal O-el ENPHASE � 1 108 and IQ8+ Microinverters Our newest I08 Microinverters are the industry's first microgrid-forming, software - defined microinverters with split -phase power conversion capability to convert DO power to AC power efficiently. The brain of the semiconductor -based microinverter is our proprietary application -specific integrated circuit (ASIC) which enables the microinverter to operate in grid -tied or off -grid modes. This chip is built In advanced 55nm technology with high speed digital logic and has super -fast response times to changing loads and grid events, alleviating constraints on battery sizing for home energy systems, 01t 'a Part of the Erprose Energy System, IQ8 Series 108 Series Microirivertearodefice, reliability Allproinverters integrate with the Ernphase 10 Battery, standards with more, Fan one minicn cumulative Euphase 10 Gateway, and the Erimbace Age monitoring hours of povate-or, teciing, enabling a,, ndustry- .rd analyst, softe.m leading thrites warranty of up to 25v.,os. o83-3ras IQ8 Senior MicroiNvereas are UL Listed as blicroinverters using the included Q-DCC-2 spent., PV Rapid Shut Down Equipment and conform with .able with ping-n-day MC4 connecters. various regulations, when Installed according to manuf-tuierarrelmatIrina. s, 2022 Fnpnase energy. All rights reserved. Enishaw, the Enthase, logo. 108 ridicroinvertac, and other names are trader -an co of Enehase Energy. Inc. Data subject to change, IOBSP-DS-0002-01-EN-US-2022-03-17 Easy to install Lightweight and compact with plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -wire cabling High productivity and reliability Produce power even when the grid is down* More than one million cumulative hours of testing Class 11 double -insulated enclosure Optimized for the latest high- powered PV modules Microgrid-forming Complies with the latest advanced grid support" Remote automatic updates for the latest grid requirements Configurable to support a wide range of grid profiles Meets CA Rule 21 (UL 1141-SA) requirements Only when installed wnh 10 System Controller 2. meets UL 1741. Off and 1081slua supports split phase. 240V Installations only, Commonly used module pencoin w 235-350 235-440 Module compatibility 60-clel/120 hall 60-11/120 half -cell. 66-c.il/132 haly-o.q no 72-cer/144 half -cell Win sop.g. range V 27- 37 29-45 Operating range V 25-48 25--58 p1h,/rotr start voltage V 30/48 30/58 Max input DO voltage V 50 60 Max DC(,alien' imedule 1-J A 15 O—voltage, hose DO part 11 DC sort bachroird current to 0 Pv array .."figumt— Isl Urgrounded. array: No additional DC side protection required; AD side protection requires max 20A per branch circuit Peak output power VA 245 300 Max. continuous cannot power VA 240 290 Nortical (L-L) voltage/, argev V 240 / 211 - 264 Me,, o—tiums- .,,four current A 1.0 1.21 Nominni frequency as 60 Extended fin.p.-nowng 50-68 AC shorts rt fault current pro, 3 cycles Ar— 2 May units per 20 A (L-L)-,`,ranch orcurl 16 13 Taraiharmonic untortior, <5y Ove—nage stairs AC our' !11 AC sort deminmed correr, mA 30 Power fact., setting 1.0 Grg-tied power factor (adjustable) 0.85 leading - 0,85 lagging Peak efficiency % 97.5 97.6 CEO weighted efficiency % 97 97 Night-time power consumption vnN 60 Ambient temperature emas -40-C to >60-C (-40-F ',a 140°F) Relative numildily range 4% to 100% (—aiderierig) DC Connector type fol Dimenshans(Ifivala,D) 212 him MY) x 175 mm (6,9') x 30.2 mim (12-) Weight 1,08 kg 12,38 W Cooing Natural ors-emion -.no tons approved fireat locations yes anit-tfort degree PD3 Ennicerae Class 11 druble-finsrsated, corrosion yasstar.t pot crave enclosure Erarrion. category / do exposure rating NEW Type 6 / outdoor CA R.I. 21 {UL 141 $A), UL 62109-1. JILIAN/lEEC1547, FCC Part 15 Class B. CE3-0003 Class S. CAN/GSA-C22.2 NO, 107.1-01 Certifications This ouse.at is UL Ust ad as PV Rapid Shut Down Equipment and c.rulm-hris with NEC 2014,NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of Fy/ Systems, for AC and DO conductors, when Installed awarding to ma-fectune", instructions. (1) No -fi.cred DC/AC: r.n.. Soe the compatibility calculator at hT-.ps.//iink.erphase.corr/module-compatibility (2) roarimmu contirriount input DO current is 10.6A (3-1 Nominal voltage range car, be extended bivisirldnombal if, ec.inw! by the minty. (4) Limi may vary. Peter to local reauirements to clefirie the number of rierrinvorters per branch in your area, IQ85P-D,5-0002-01-EN-US-2022-03-17 Project Name & Address • DRAWN BY ENP DATE: 10-04-2022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number En tease �„y�, Combiner y y `! - `i-240- C nc ;dr s IQ Gateway for omm;snic:alion and rontro In is„t�, wrtphase M obge Cr.;ninect c ,(uiar;nodein 5, included .,.4ly with 1Q Cct zu er4C nclud' s sour shield to rnai, h Enphase iQ Battery aesthetics and d_ ec.t beat Flexible nefavr rC ;g suiapol Y5 Y11-F=1 Ethernet, or cellular Optional AC receptacle a, ,;Cable for PLC br ge Provides production ;n, r rs and >1.;Ynption Monitoring CI tsred mounting brackets support srrigie stud mounting Supports bottom, back and side conduit entry Lip to four 2-pole branch circcrts for 240 VAC csur to b t aku s(no' included; 8 A r ,t,_4 PV or sto-race b,anch t;rcuits Reliable ,r;u„artle NRTi certified r EMA t,rpe 3R enclr, )re rrive year I mbt d s: rra;rt✓ tots years labor, r f Irsendena Crognarn coverage included for both t„e iQ CombinerSKJ'a UL listed LISTED 'To learn more about Enphase offerings, visit en �tase.co Enphase Combiner 1 C MODEL NUMBER is C e, ao tei 4 Ua M AN11-2404) Fib sQ isttCNc^, j }ifds=?w"^G2 Gi.,SiiL COa o for ,xt€ rated '- nrrd, stave fo/ produS,'ivao metering fANS' C'12�#ru✓:j���Lu;'3.]Fsit,J"IO.z'7.,,.sF,�yF,�/i"5,�.3i..,,l;U'_u,-..E�+{:;io(:,...,.F.�r.Z;fT:`Si�.C`t1 iE'£S'`„#. �?i�v.,�j`nv:.ffii iA-'�: G,'fb'dinCorraor.,s 2a.dlodache„F i fQ Co r. n o AC ( A , Adi1-2.u,A I E nrhas,, of ca oca Printed Iorca,r noofor inieyfat e.� �e jte a. n r „._. 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N4 ,11-0 , SP-05 F aso based LTE-1i.'cc;rular zriodera , ,. `} year Sp ,r t data taws Cc"L.MODENI-XII-06 tJ-Gs 4,r5s„r.tlr_1'EC,s.:CeI,E.'<,Z?t,4iCf2rk's .l Ln=;ExIP a l7aiu j}i�'r, v„ tit P:i 6rnr41 5 A-2'-24u'd 81nd2.,,. 2P---IrV Boi 1>r, z— 24GV star 20r, 2e-24 0t:-8 Ii A"A, r`= a=. 120 F;.,1Y).',Ur .s wi- 1 b'P2 " K,2a5, BP920 230 Fsl ) _ ri BK2_ , an, U' : t ., ureaa Er$_ - o 10A,€at r a lu O'cait k,'o,2 _awn Brl .. ,wait,. ,a ,-' Poi. 1,0A,c.�ty PP-2;'f Cino,:,t <,.r,'_ pGie 15A, aI`aurn t MB w h .cd duns kit 5urcrorf , C-,0 -,_ k.:r, <P,, _ , Gr, Eaion snoods w,i ,.tti ociw v„,or, F'e•,xer Ime cauier (c., , uroczolo t; agepart) q. n..yr ,Is pair ,aces er , sii r ,rlq lay rd cxrn, =. di; X-10NA HD-125A Hotd,ours✓t for Eaton circuit breaker,, i.raasena, ELECTRICAL. SPECIFICATIONS Y 1 "o/24 s _. t Eaton BR aeries btsbar rooting 125 A Max,. 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IC '0 _ 2 Adlc 3, f � Wwmi ,od a =tyn - 4cn ✓G c ::nndurtors rl�x cs�ai _,, ... r_:,c,Ire r . forcer, ,a „ _or ,g. ,'stttud[ INTERNET CONNECTION OPTIONS IrtegrareQ 5V, Et ySCL.i?Yrl„rr ,^E„ ,ar M-; MOnEt `o-, G6 So 05, CE:. _r, 7t._rj..M: li At 05 (4.. _a-.., LT Ali ar rx x;e >,, L V at oo E prr.,v<: Etrt-nu t Opat nt 8023, (CpH c :iatfl, i forie iet cab;., ( rt moose,) COMPLIANCE 3mpi artoe, IQ Cam+.,r;.,r UL 1741, CAN,CSA'CL2,2 alo. 1071, 47 fi Part 15, Class 5, 10ES 003 Pror actio.r at e.tuiog ,dos C12, 20 accuracy dass 0,5 (PV isroducvon) Co,,sE rrifr ,.,T net...eli a acour cy _lass 2_5; co pl f �e, Q :ciody UL. E+'J4n1 A ; ;:i C .-r foi,, r'3 -- ENPH SE Toleaf n,Koreabout Enphase offerings, visit enphasto RD � A h._<ar ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN:26-0713358 r, ' Project Name & Address go - t i" 0. t DRAWN BY ENP DATE: 10-04-2022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number FLASH LOC ar'UNIRAC was ran BETTER SOLAR STARTS HERE � the one mount installs FLASHLOC is the ultimate attachrueflt for composition shingle arid roiled comp roofs all -in- fast — no kneeling on hot roofs to install flashing, no prying or rotting shingles, no pulling nails, Simply drive the Z: lag bolt and inject sealant into the base, FLASHLOG's patented TRIPLE SEAL technology preserves the roof and protects the penetration with a permanent pressure seal. Kfitted with lag bolts, sealant, and hardware for maximum convenience, Don't just divert water, LOC it out! PROTECT THE ROOF histall a hiuh-'Aixi­.&, �*atarmuf attarWiint lifting, prylq7 qr Jam.agurig sh:iiales, LOC OUT WATER With an autcr Aield U "on,'i�mr-r-Arif orrnirig gasket, Her dprrs.,PjriZPd sealant ahamber El thf" Tr:olp"S'ea er t.0 Jm iogy ddivar� a 100% walierpica coiwec�, mi. HIGH-SPEED INSTALL &q-tipiv Iri'm i4g lirR a if] mJ6,cl Fealant 4-nlo fl, , 'Porl a r,�maane�llr uressu"ek seal, FLASH LOC INSTALLATION GUIDE ff'OUNIRAC NOW 015 BETTER SOLAR STARTS HERE PRE -INSTALL Snap cha!kli?es for attachnnent rows. On shinorle roofs, snan, lines 1-3/4' bei'anu ups� t, slcipe edge of shingle course, Locate rafterS u,qd n1airk attachme9t locations, At eanh location, dr"' a 7/32' odot, We, Doan roof surface of dirl, debris, srow, and ce r1m, BACKFUL ALL PILOT 1101LES ', ITH SEALANT "PaGe MOUnts per racking sisecifications. S M SYS 1 1 HEIRIEW Pisce FLASHLOC ver pilot hole vdtni lag on dor,'in-slo'De aide, clip in&ator nrlarks on, sides of rnount vtith chalk flne. Pass inicluded lag lboll, and sealing vrasher through, FLAMM' into pilot hole. Drive lag bolt until 7,n,�ount is held filrrmy in roast !-40 Thie EM'4, 'n the ,ealing oasher will exnainid began d 'he e6ue of this 1 isiasher oilhein, proper torque, is a,)pned, STEP 2: SEAL Insert tip, of 'U'llflUG provided spaanl_ into part, lnjf,ct untfl seolan't exits bfith vents. U, Coatv;ue ar, ay installation. a�tachlrqg, rags to mou',nts with Pro,,,ddP` T-bolts, N L 0 ,10"': vihen FLASHLOC is instMed over,7ap befisteen siningle tabs or vertical Joints, fidl gaplioiqt with sealant befieveen mount and al}' lope edge of shingle course, WO �E 'Alhen ffistalling includeid rail attachrrient 'hard'v,,are, tal que nut to 30 Win, USE ONLY UNIRAC APPROVED SEALANTS; lsii!Wk sut ii! rAlfl,k o 1 ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN: 26-0713358 1431MMEMM Project Name & Address • DRAWN BY ENP DATE: 10-04-2022 Sheet Name Sheet Number PRO SERIES END CLATAP PART # TABLE P/N DE RIP 302035M ENDO-AMP PRO 302030M MIDCLAMP PRO - MILL 302030D MIDCLAMP PRO - DRK PRO SERIES MID CLAMP 3fimm to 51mm MODULE FRAME I Lu-i I PRODUCr RA UNE, SOLARMOUNT DWING NOT TO SCALE 00.1 1 A 1 9 rIT El" ivil" U N I RAC 11 1-- —SIC NSARE 14111 BROADWAY BLVD. NE DRAWING TYPE: PART & ASSEMBLY 1(��IIINA�L� AJ-BWJqJE, NM 87102 USA DESCRIPTION: PRO SERIES PRODUCT PROTECFED BY P�ME- 505,242.6411 BONDING CLAMPS (r%Alr- C Q EUS PATENT! JLREVISION DATE: 1012612017 V&UNIRACCOM It' LEGAL NOTICE I PART # TABLE P/N DESCRIPTION 302027C SM OND MIDCLAMP BC BE 302027D SM BND MILAMPBC DR K SS 3D2028C SM, BND MI LAMP BE SS 302028D SM BND MIDCLAMP EF DRK 55 302029C SM BND MIDCLAMP DX SS 302029D SM OND MIDMtDK DRK SS FOR BONDING END CLAMP REFER TO SHEET SM-P05 -T- VARrES - REFER TO SHEET SM-P65 BONDING SM MID CLAMP BONDING SM END CLAMP "UNIRAC DRAV41NG NOT TO SCALE was as ALL DIMEP & ASSEMBLY NOMIML 1411 BROADWAY BLVD. NE P�M'E- 505.242.6411 VAAKUNLRACCOM 26/ S 1 ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-23M864 AD' SOLAR BUSINESS LICENSE FEIN: 26-0713358 Project Name & Address I DRAWN BY ENP DATE: 10042022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number MODULE FRAME Z3 END CLIP TRIM DETAIL A DETAIL B TRIM END CLIP TRIM MID CLAMP TRIM CONNECTION PART # TABLE P/N DESCRIPTION LENGTH 206072D-S SM TRIM DRK 168" 008025S SM TRIM END CLIP I all rUNIRAC its 1411 BROADWAY BLVD. NE XBUQUERQLI� NM 87102 USA MMF- 505.242.6411 WWWANIPAC.004 r PRODUCT LINE- IN SOLARMOLINT DRAWING NOT TO SCALE �E EDI 0 ALL DIMENSIONS AR J DRAWING TYPE: PART & ASSEMBLY SM TRIM END CLIP _ NLOMINAL PRODUCT PROLTECTED BJY DESCRIPTION- ONE EOR M40RE US PATENTS t 14T REVISION DATE- 9/27/2017 I L L O_HC J LEGAL NOTICE �I an S 0 1 cl ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEK 26-0713358 Project Name & Address sl syF DRAWN BY ENP DATE: 10-04-2022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN: 26-0713358 BONDING SPLICE BAR I i BONDING SPLICE BAR I 1 II Signature with Seal 0 0 15/ -4" TYPICAL SPLICE BAR DETAIL IZ2 "—� �— TYPICAL EXPANSION JOINT DETAIL PART # TABLE PIN DESCRIPTION 303019M RM SPLICE BAR PRO SERJES MILL 303019D BIND SPLICE BAR PRO SERIES DRK a `9UNIRAIC a 1411 R0MWXf BLVD, NE A2WMJE, W 87102 W. PFM- 505.242.641I WWW.UNIRACC014 5/16--18 T'fPE F THREAD CU71—ING SCREWS INCLUDED W-M: TWA-F r1A 1 v lyELSE I USED AT AN EXPANSION YJINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. SEE INSTAUATION GU9DE FOR INSTRUCTION. pu DRAWING NOT TO SCALE ALL DIMENSIONS ARE DRAWING PART &ASSEMBLY NOMINAL DESCRIPTION SION I L TYPICAL SPLICE BAR DETAIL '12 " --� �— TYPICAL EXPANSION JOINT DETAIL PART # TABLE PIN DESCRIPTION 303018C BND SPLICE BAR SFRRATFD CLR 303018D BND SPLICE BAR SERRATED DRK =t P nPTI I TM4'- qt-P;7W�, TPJrT NOTE THAT ONLY 2 SCREWS ARE USED AT A14 EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INST-RUC710N. LINE: SOLARMOUNT DRAWING NOT TO SCALE tauPRODLK,7 IN. NIRAC DRAWING TYPE. PART & ASSEMBLY NOMINAL 1411 BROADWAY BLVD, NE MORE 9/27/2017 LEGAL NOTICE Project Name & Address 1 0' • 0 DRAWN BY ENP DATE: 10-04-2022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number I '-20 X �- SS HE HEAD 1 y4" gaa V4`20 SS FLANGE NUT N PART # TABLE P/N DESCRIPTION 302WOC SMHD BOTTOM CLIPS Vi/HDVI CLR r so: U N I IR A L no - 1411 BR WAY B'VD. NE ALW,4JER9JF, NM 87102 USA. PHONE 505,242.64111 INVYWANIRA'k-COM PRODUCT LINE: SOLARMOUNT HD DRAWINEm PART & ASSEMBLY DESCRIPTION: BOTTOM CLIP REVISION DATE- 9/27/2017 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL '/4' BOLT LOCATION, 2 BOLT LOCATION PART # TABLE PIN DESCRIPTION LENGTH 320132M SM RAIL 132" MILL 132' 310132C SM RAIL 132' 32" 320168M SM RAIL 168' MILL 16B, 310168C SM RAIL 168" CLR 168" 320168D SM RAIL 168" DRK 160" 320208M SM RAIL 208" MILL 208' 310208C SM RAIL 208" CLR 208' 320240M SM RAIL 240" MILL 240' 310240C SM RAIL 240" CLIR 2,40' 310240D SM RAIL 240" DRK 240' F PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE U N I RA' At ADZ7 so C 1411 BROAMAY BLVID. NE DRAWING TYPE: PART DETAIL A - - M8 DESCRIPTION: STANLDARD RAIL t PRODUCT PET I. ED BY L =,5�5"242.!64"l'lU ONE OR MORE US PATENTS L .T� wwXMLw_COM REVISION DATE: 9/1112017 IC 90 LEGAL NOTICE as ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN: 26-0713358 Project Name & Address Ld Lli 0 (D z 0 Lli 0 n Fn < - , Cl) n Lli • iJJ Lli • 0 0 0 U) n LO W 0_� N cli 00 4A DRAWN BY ENP DATE: 10-04-2022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number NOW F1 11 1 - -- — - I PRODUCT LINE: DRA NOT TO SCALE "OUNIRAC ALL DIMENSIONS ARE PART DETAIL NOMINAL 1411 BROADWAY BLVD. NE I DESCRiPTIONI: 5.242-&I-ll lipgillill VVVMAI IRACC94 9/27/ 017 LEGAL NO-RCE I L, B CLAMP 30mm to 32mm Module Thickness (1.18- to 1.26`) E CLAMP 5ornm to 51mm Module Thickness (1 97- to 2.00-) PART # TABLE P/N DESCIRLIPTION 302021C SM ENDCLAMP B CLR AL 302021D SM ENDCLAMP 6 DRK AL 302022C SM ENl C CLR AL 302022D SM ENDCLAMP C DRX AL 3302023C SM ENDCLAMP D C-,LR AL 302023D SM ENDCLAMP D DRK AL 303024C SM ENDCLAMP E Cl AL 302024D SM ENDCLAMP E DRK AL ,302025C SM FINDC-LAMP F CLR AL 302025D SM Et DC'LAMP F DRK AL 302026C SM ENDCLAMP K CLR AL 302026D SM ENDCLAMP K DRK AL W, also' an UNIRAC 1411 BROADWAY BLVD. NE A1BLQH,.QUE-, NMI 87102 USA Pr-KINE. W51416411 WVM.LKIRACC12fil C CLAMP D CLAMP 33mm to 36mm Module Thicss 38mm to 40mm I- ThicknF-ss (1.30- to 1.42') (1.50- to L57-) F CIAMP K CLAMP 45mm to 47mm Module Thir-ss 39mm to 41mm Module T'hirkness (1.77- to 1,85-) (1-54- to 1,61') VVO TYPICAL END CLAMP DETAILS PRODUCT LINE- I SOLAPS ALL DIMENSIONS ARE NOMINAL ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN: 26-0713358 Project Name & Address MR ■ 40 DRAWN BY ENP DATE: 1004-2022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number 01=1 Table . ., M -Am, bientTemperature 'Factors- Based on C Ambiimt Temperature 10 or less —U5 .. 2 34 gr. ,- 415 Conductor '-'< . A , Temperature Table 11.310.15(B)(2)(lNdjustment FactoFactons for More Than Three Current-CarryingConductors, ab with Load Diversiq,. Number of Conductors' Percent of Values in " . A-djusteit for Anibient Temperature to Necessary *Number of conductors is the totem number of conductors in the raceway or cable adjusted in accordance vvith. ( an . "These at rs include the effects of a It,.x-tddiversity of 50 percent. ADT SOLAR LLC 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 985-238-0864 ADT SOLAR BUSINESS LICENSE FEIN:26-0713358 Project Name & Address f DRAWN BY ENP DATE:10-04-2022 Sheet Name EQUIPMENT SPEC SHEETS Sheet Number berglo Gomez e itBOM Item NEEDED Enphase + 2 Inverter Mount Clips 20 Trunk Cable 24 Combiner Box 1 Split -Care Transformers 2 t . a z a J 1. 1 _'_1 I Flashloc 55 -- ------ . .... _ - Inverter bolts 20 ailtotal sticks) 11 Splices (end clamps) 2 Mid Clamps 2 Ground Leas 1 Sola eck 2 Mount Ground Lug I ----- Rail Mid Clamp --- End Clamp — Splice r -- Ballast T - Li n Terminal Blocks 10 ` i ties 100 Trunk Branch Terminator MARCJONES 38295 Sonnet Landing Ave, Zephyrhills, FL 33541 CONSTRUCTION Install: 7.90 kW Solar Panel System esEdent of •c erc so3 ` Jurisdictiom Zephyrhills, City of (FL) Utility: ! Duke Energy (FL) • o I a r � designer: Bradley Rayne [date: I 1 Cl-t}4-2Q22 REV: 0 ` Sheet; 1 of 1