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Home My WebLink About22-4942City of Zephyrhills 3 1 1, }z 1Sly t�?l 5335 Eighth Street.z` 71 Z L Zephyrhiiis, FL 33542 ELCMISC-004942-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10I0612022 Permiti iReplacement/Misc r t�,,l`yy 04 26 21 0130 01000 0040 6575 Cobble Bliss Street ��„?�., �� ..ti ►i ty�t`�, ` ��`�\`t� t�„ti„�' <�; z�� c�t�ry' e ��v''\��{� .,,,�,. � Name: TONYA MAPP $� SCOTT ADAM III Permit Type: Electric Service Replacement/M Cantractar: MOMENTUM Class of Work: AddtAlter Residential SOLAR -ELECTRICIAN Address: 6575 Cobble Bliss St ZEPHYRHILLS, FL 33541 * + llllffgffilillv+� Building Valuation: $1.00 Electrical Valuation: $26,553.75 Mechanical Valuation: Plumbing Valuation: Total Valuation: $26,554,75 Total1 Amount.27 Date Paid:t 0.. 1 rr,. REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,greater, for each subsequent+:" • Notice:addition of this permit, there maybe additional restrictionsapplicable to this property that management,may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water aencies or federal agencies. I t CONTRACTOR SIGNATURE • .... �i two Ik rr , City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-004942-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/06/2022 gp, g 04 26 21 0130 01000 0040 6575 Cobble Bliss Street " �g g', 7k "7— gq Name: TONYA MAPP &SCOTT ADAM III Permit Type: Electric Service Replacement/M Contractor: MOMENTUM Class of Work: Add/Alter Residential SOLAR -ELECTRICIAN Address: 6575 Cobble Bliss St Building Valuation: $1.00 ZEPHYRHILLS, FL 33541 Electrical Valuation: $26,553.75 Phone: (321) 247-6073 Mechanical Valuation: Plumbing Valuation: Total Valuation: $26,554.75 Total Fees: $172.77 Amount Paid: $172.77 Date Paid: 10/6/2022 2:20:33PM MW g INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC M 001't 01 11 ............ 1 !I . ..... ... .. 1K 6 Electrical Permit Fee $17277 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, 11,1111, 111111 1111! 11 !11 IT I III 1 111111 � 11 a 1 0 6 0 NMI= Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. M CONTRACTOR SIGNATURE PE IT OFFICEV PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 9 U-61 Jj STA MM�� 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 3211 (321) 247-6073 6575 Cobble Bliss, Zephyrhills FL 33541 F Installation of photo voltaic solar panels on rooftop I I I ©BUILDING1 01 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING 1$ =MECHANICAL $ J VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING [:D SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA rJYES NO BUILDER COMPANY Momentum Solar SIGNATURE ok 66k Cameron Christensen I REGISTERED I YIN LAAJ Address K, 0 Hoffner Ave Ste 100 Orlando FL 32822 License # ELECTRICIAN ANY Solar Matthew Franz I REGISTERED LILN — W SIGNATURE LgttCOMP J Address 6210 Hoffner Ave Ste 100 Orlando FL 32822 Licans.# EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED Address U. # MECHANICAL COMPAN SIGNATURE REGISTERED Y t NFEE �UlImOi Address License OTHER COMPANY I SIGNATURE REGISTERED -Lym izm WRREw --Y?N Address F_ License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O.W Permit for now construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwarter Plans w/ SIR Fence Installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for now construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ SIR Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all now projects. AN 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- 80W Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid 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 govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "W unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in 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. OWNER OR AGENT k A LA W 4 a 1, -\( W V — CONTRACTOR Subscribed and swom to (or affirmed) beoreme this Subscribed and sworn to (or affirmed) before me Who is/are personally known to me or has/have produced QL as identification. �M/ 4 —Notary Public Commission No. HH265823 Michelle Pimentel Name of Notary typed, printed or stamped Notary Public State of Florida Iviiehette Pimentel Who is/are personally known to me or has/have produced - As identification. Ia -/f Notary Public Commission No. HH265823 Michelle Pimentel Name of Notary typed, printed or stamped Notary Public tate of Florida Michelle Pi entel My Commiss on HH 265$23 Exp. 5/1 9/2026 SYSTEM INFORMATION 1 11 SYSTEM SIZE (DC) LOCATION l THIS FV SYSTEM HASDESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR BUILDING AND OTHER STRUCTURES !,THE ASCE # 7TH EDITION FLORIDAFLORIDA RESIDENTIAL CODE, 7TH EDITION 2020 EDITION ! ! FLORIDA FIREPREVENTION !i AND ALL ! tCODESs ORDINANCES. ROOF SHALLHAVE ! MORE THANTWO LAYERS OF ! ADDITION ! Tj SOLAR! ' OWN. is ! ! +r ! # III .1111h, SYSTEM UTILIZES "ENPHASE" MICRO -INVERTERS WITH RAPID SHUTDOWN CONTROL LOCATED ON E BACK :.. OF EACH MODULE. STRUCTURALSTATEMENT: STRUCTURETHE EXISTING i ! TO SUPPORT THE NEW LOADSIMPOSED BY THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT & SHEAR.EXISTING RAFTER SIZES & DIMENSIONS ! !• TO 7TH EDITIONr!FLORIDA RESIDENTIAL C!r MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED FLORIDA CODE REQUIREMENTS FOR THE DESIGN CRITERIA OF THE TOWN. IMA31142011111, :t tpug y�. � t F A c. r r � R r • Y ! k S r g j ♦ b !•! SPEED (MPH) TOPOGRAPHICrr r III , PECL: it WIND REGION SPECIAL WINi :# ZONE SEISMIC DESIGN CATEG00 II CLIMATE ONE a WIND EXPOSURE t #` For Si; 1 mile per hour = 0,447 m/s. a, Linear interpoiat ion is permitted. # 19 # 365 WATT IAODULE IF r . I VIFTIAZINA •L i ATTACHMENT M NL DETAIL ' !!lI�III�I-I-,. r III ��1 1jr■■ ELECTRICAL �ELECTRICAL CONT. BILL OF MATERIALS MODULES 1S INVERTERS 15 L-FOOT ATTACHMENT W/ RT-MINI 32 16" RAILS 7 SKIRTS 0 ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 20A FUSES 2 20A BACKFED BREAKER 1 0 momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. N MOMENTUM�8 SOLAR •le # #Y,I� I##': PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 s !°r• .• a !� I;, M a l l• r �r BLK-G10+« a ►t 11� PER MODULE INSTALLATION MANUAL SECTION A -A BEV— f. D INNO I woull"I" van= jaz CLICKFIT COMP SHINGLE i ENE" Xx-XXXX-XXX 10191 • tia Dual bolt design: M8 or 5/16" for L-Foot & 1/4" for EMC as, 1W Hex Bell 1CC=— ""a' channel ICC ESR 3575 Call Now for more details Fiat Up Is, MS or 5M6' 858-935-6064 Engineered to ASTM D 1761 T11e, nttiW. fl, Wood) Components Virrensions RT2-ODMNIBK PAT: PENORIG 31/2(90) Iddalk MINIlem:20 Screw: 40 e& Rafter installation Extra RT4W: 10 ea. Cj(--4%d liters 100w)llog LT RT-Butyl is Roof Tech's flexible flashMg used in 700,0W mktonital PV syeorns fix the lW 24 years. It is the first PV mounting system with Flexible RaWihrl; cetWed by ft iCC. metal Rawn Revem PAO" RaWN Deck installation Sheftng Water? 100% Waterproof ESR-3575 UV *S*v (7500 hm.) > P.E. Stamped Lefts availattle at wwwmoNech-uslsupport momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC571 MOMENTUM SOLAR 5728 MAJOR 5LVD, SUITE 307, ORLAN k sm I kyll 4 3 1:1 3M a I i Ilry-litgalL U#L�j& ATTACHMENT DETAIL FOR SHINGLE ROOF Falaw SCALE: 3/32" = l'—O" * a t "4 ► F-110110210kir0101a ; x-laffox ROOF PANEL COUNT TILT AZIMUTH SHADING LANDSCAPE MAX SPAN PORTRAIT MAX SPAN LANDSCAPE MAX PORTRAIT MAX (ROOF AREA 1/2/3) (ROOF AREA 1/2/3) CANTILEVER CANTILEVER Rl 15 24* 183* 96% 48 /32 /32 48 /32 /32 16 /10 /10 16 /10 /10 NOTE: 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGL I I momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING kE FOOTAGE OF ROOF: 3673 SQFT TAGE OF SOLAR ARRAY:289.42 SQFT OF SOLAR ROOF COVERAGE: 7.88% CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 17BACK SHALL BE REQUIRED 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819 fjflflat l� IF-- ADAM SCOTT - MS109423 SYMBOL LEGEND 6575 COBBLE BLISS ZEPHYRHILLS, FL 33541 6106594608 I� SYSTEM SIZE (DC): lil 5.475 KW 15 MODULES: HANWHA Q.PEAI(DUO BLK-G 10+ 365 15 INVERTERS: ENPHASE IQ7-60-2-US AC AC DISCONNECT DISC 0 PIPE VENT Ific UTILITY DISCONNECT FAN r---1 I LC I LOAD CENTER J SATELLITE DISH NEMA 3R BOX W1 ENVOY-S INITIAL FIRE SETBACKS REV: COMBINER Box MIN 3' XT GROUND ACCESS REV: POINT a MODULE PITCH DIRtMON WIND PRESSURE ZONE LINES. REFER TO PV-2.2 FOR ADDITIONAL INFO FaW) MOALE MAKE Q.PEAK DUO 65 BLK-G10+ 3 OPEN CIRCUIT VOLTA ii MPP CURRENT NUMBER OF MODULES UL1703 COMPLIANT INVERTER RATINGS VOLTAGE DROP CALCULATIONS INVERTER MAKE ENPHASE FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE WIRE RUN V1,111 I.P R L (FT) VO MODEL IQ7-60-2-US BRANCH TO ]-BOX 240.00 15 1.98 98.75 5.866 MAX OUTPUT POWER 240W OPEN DC VOLTAGE 48V 3-BOX TO LOAD 240.00 15 1.24 50.00 1.860 CENTER NOMINAL AC VOLTAGE 240V LOAD CENTER TO AC — DISCONNECT 240.00 1&75 1.24 3.00 0.140 MAX AC CURRENT 1A CEC INVERTER EFFICIENCY 97% AC DISCONNECT TO 240.00 18,75 1.24 10,00 0.465 INTERCONNECTION NUMBER OF INVERTERS 15 1703 COMPLIANT YES SUB PANEL # OF MODULES PER BRANCH 4 THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 BREAKER SIZE UP TO 16 20A FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE 15 ENPHASE IQ7-60-2-US MICRO -INVERTERS 0;max1 = 11111*711 & I LwW921 0 111TI 2 1.4 1 a 01 NEC 705,12(B)(2)(3)(b) 120% RULE (1.25 x INVERTER OUTPUT) + MAIN OCPD s: BUS RATING x 1,20 (1,2S x 15) + 200 { 200 x 1.20 FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705 , I, MINA A. MAKAR PE* 86753, CERTIFICATE OF AUTHORIZATION *33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. FIBC 2020 EXISTING SQUARE D UTILITY 225A SUB PANEL 240 V METER GRID bl momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N3 08840 (732) 902-6224 MOMENTUM SOLAR.COM PROFESSIONAL ENGINEERING + SOLAR CIRCUIT CIRCUIT ENPHASE 80A DISCONNECTING MEANS AC COMBINER F BOX EATON 60A FUSIBLE AC LE AC DISCONNECT 8 SOLAR CONTRACTOR 200A CAMERON CHRISTENSEN 8 20A CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAIOR BLVD. SUITE 307, ORLANDO FL. 32819 -T CUSTOMER INFORMATION ROOF 10A/15A BREAKER 47 POWER ADAM SCOTT - MS109423 JUNCTION (MANUFACTURER ER f 20A FUSES �GROUND 6575 COBBLE BUSS BOX SUPPLIED FOR 2 3 3 EXISTING 200A ZEPHYRHILLS, FL 33541 TERMINATION CAP ENVOY) 6106594608 INSTALLED ON 20A BREAKER (A) METER MAIN PV SYSTEM INEQRMAnQN END OF CABLE 200A BREAKER SYSTEM SIZE (DC): 5.475 KW 15 MODULES: HANWHA Q.PEAK DUO BU(-G10+ 365 15 INVERTERS: ENPHASE IQ7-60-2-US Wire Tag Conduit Wire Qty Wire Wire Type Temp. Wire Temp. Conduit Derated Inverter NOC (A) NEC Design Ground Ground Wire Gauge Rating Ampacity (A) Derate Fill Derate Ampacity (A) Qty Correction Current (A) Size Type or INFORMATION 1 OPEN AIR 1 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 15 1 1.25 18.75 12 AWG Trunk Cable Trunk Cable C INTAL DATE: 10/4/2022 DESIGNER: VJL ]eREV, DATE: DESIGNER: 2 3/4" PVC 2 10 AWG THWN-2 75°C 35 0.96 1 33.60 15 1 1.25 18.75 08 AWG THWN-2 REv: DATE. DESIGNER: 3 3/4" PVC 3 + G 10 AWG THWN-2 75°C 35 0.96 1 33.60 15 1 1.25 18.75 08 AWG THWN-2 THREE LINE DIAGRAM NOTE: "G" IN WIRE TAB STANDS FOR GROUNDING CONDUCTOR. PV-3 LETTER QTY NOTES:ELECTRICAL tALCULATIONS FOR VOC, VMAX,! AND ISC HAVE BEEN CALCULATED MANUFACTURED ! ; .R COEFFICIENTS.BASED ON ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH GROUNDi AWAY FROM THE GROUNDING 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATASHEET 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B) WHERE11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS TERMINALS ;.... THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION> SIGN SHALLki*WARNING ELECTRIC SHOCK k!i is O, TOUCH TERMINALS - am'. EQUIVALENT. POWER12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC SOURCES ON THE PREMISES ! AT ACCEPTABLE.SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB-CIRCUiT BRANCHES IS 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING s II\. i:: ' ELECTRODE PER 250.54(D). : ( i may. * lI ! ! ..:III F #: RATINGS i. i k AND i. . FUSES NECT VE IC DC. Y SUPPLY 9"! i CONNECTION # CONNECTORS �Ii SHALL f..: k i INSULATION PIERCING Or AND RATING OF EEN g pINTERCONNECTION< : INTERCONNECTION OF s • .21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC 22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26. 23. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 (C)(1) AND ARTICLE 310.8 (D). 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.10 (C). 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF THE SPACE. NEC 312.8(A)(2). 26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC CONDUCTORS ARE PRESENT IN CONDUIT, COMBINER, JUNCTION BOX, DISCONNECT. AND COMPLIES WITH 690.6 - NO DC DISCONNECT AND ASSOCIATED DC LABELING ARE REQUIRED. 27. SYSTEM COMPLIES WITH 690.12 RAPID SHUTDOWN AND ASSOCIATED LABELING AS PER 690.56(C). AC VOLTAGE AND SYSTEM OPERATING CURRENT SHALL BE PROVIDED 690.52. 28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV SOURCE CIRCUITS. 690.6. 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION IN THIS AC MODULE SYSTEM 690.13, 690.15, 690.6. 31. WHERE APPLICABLE; INTERCONNECT ION Sl IALL COMPLY WITH 705.12(A) OR 705.12(B) MiliNGSIM" lima ! RATING • i* FIGURE 1: 1. ADJUST THE CONNECTOR NUT TO LOCATIONSUITABLE 2. PUT THE BRANCH ! ;. WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE i LAYS OF i LAY IN THE SHOULDMAIN CABLE, STRIP + CERTAIN LENGTH OF THE FIRST INSULATED LAY !OM INSERTED END y, 4. TURN THE NUT p HAND, ! FIX THE CONTINUALLYCONNECTOR IN SUITABLE LOCATION. 5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT THE TOP PART IS CRACKED AND DROPPED DOWN momentum LA '• CUSTOM SOLARD.B.A. MOMENTUMSOLAR 08840 902-6224 s. L PROFESSItNAL C • 1"IEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAIOR BLVD, SUITE 307, ORLANDO FL 328i9 WIVIIJ if + •' + i i BLK-GlO+ `1 i i f � • T s s � � Daniel W. Dunzl*k Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign*comcast.net October 5, 2022 Re: Proposed Photovoltaic Solar Panel Installation Adam Scott 6575 COBBLE BLISS ZEPHYRHILLS, FL. 33541 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses Civ,'24" o.c. spanning 22' 11 " with a top chord length of 25' 1 " with intermediate supports at 1/3rd points, making the effective longest span equals 8'9" with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf. overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof TLpe: Shingle Fastener Max Spacing (in.) Attachment ROOFTECH"O "RT MINI 11" & 'Ecol'asten" Click FtMQ Attachement Systems Wind Zone I W and Zone 2 Wind Zone 3 min. 5/16" x 4" long stainless -steel lags with a min. Fastener Info: 48 32 32 embedment of 3" into the rafters 3. Solar Modules shall be UL-I 703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact meatyour earliest convenience. Thank you. Daniel W. Dunzik, RA, LEED-AP FL. Lic. No, AR98795 Daniel W. Dunzl*k Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign*comeast.net October 5, 2022 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 30.3-A-1 Zone I = -36.5 psf Roof Slope = 24 degrees Roof Mean Height = 15 ft Zone 2 = -47.4 psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-36.5 psf) = -19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -25.8 psf Zone 3 = 2.6 psf + 0.6(-54.7 psf) = -30.2 psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone I = 48" o.c. max Zone I = (48" o.c. max)12 / 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)/2 / 144 = 7.11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)12 / 144 = 7.11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 25.8 psf x 7.11 SF = 183 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 7.11 SF = 215 lb < W', OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in. x1.6 x I = 1276.8 lb A BREAKING THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS Is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new "Quality Controlled PV" of the independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ox ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti RID Technology', Hot -Spot Protect and Traceable Quality Tra.QTM, EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400Pa) and wind loads (4000Pa), A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. !APT test conditions according to IEC/TS 62804-1:2015, method A (-1500V, 96h) z See data sheet on rear for further information. THE IDEAL SOLUTION FOR: 9 Rooftop arrays on 61residential buildings (CELLS Engineered in Germany MECHANICAL SPECIFICATION . . ........ .... ------ 1717mm x 1045mm x 32mm (including frame) - --- ------- 19,9 kg 3.2mm thermally pre -stressed glass with anti -reflection technology Composite film Black anodised aluminium 6 x 20 monocrystalline Q.ANTUM solar half cells 53-101mm x 32-60mm x 15-18 mm Protection class IP67, with bypass diodes 4MM2 Solar cable; (+) a1150mm, (-) 2:1150mm a. Ma lab Staulch MC4, IP68 (DEULA) & x RrmneOe hobs 21._j-EH)I11a -------- ------ - PROPERTIES FOR SYSTEM DESIGN IV] ---------- 1000 tAl 20 0' [Pa] -------- ---------- ------------ 3600/2660 ---- - ---- --- - [Pa] 5400/4000 QUALIFIC, S AND CERTIFICXTES Quality Controlled PV - TUV Rheinland, IEC 61215:2016; IEC 61730 2016 This data sheet complies with DIN EN 50380 CE QCI1V Certification u,gd"g an 370 11.10 4124 1&62 34.84 �20.6 2776 8.95 38.90 8.37 33.17 -0.27 43t3 Class 11 C/TYPE 2 -40°C - +85'C --- - -------- - - ---- --- -------------- -------- Notw Installation instructions must be followed. See the Installation and operating manual or contact our technical service department for further information on approved Installation and use of this product Hanwha 0 CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL 49 (0)3494 66 99,23444 1 FAX +49 (0)3494 66 99-23000 1 EMAIL sales@q-cells.com I WEB www.q-cells.com U Engineered in Germany OCELLS Sheet Enphase Microinverters F- I n 9 To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase 10 7 Micro" and Enphase 10 7+ Micro' -�Mm W'y-%t* achieving the highest system efficiency, Part of the Enphase 10 System, the 10 7 and 10 7+ Microinverters Integrate with the Enphase +1 Errqvy—, E Urbrase the 6%Atta-se Enlighten'u monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry -leading warranty of up to 25 years. • Lightweight and simple • Faster Installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) More then a million hours of testing Class 11 double -insulated enclosure UL listed &S, �75 I =T 40 Complies with advanced grid support voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) ENPHASE 11 tr Mac tads ,Cerkters Mvbc Ws 91,60118-TTS 'QMUS-72,241S .1 107PLUS-72-9-US 05 V, 20 W 215 W 40 V!, 61 ne AV WUNKS W h 60-ceR Nrc 72M Po'momiles, ap 3 1 27v.agv 1(v 46V 16V 60", RV 22V!60V 15 A amay� Ne Q00=01 11 mWMV= oW=,-j� TO 7 MkroMveRer TO "-"f Mlcroinviertcr 150 VA 19 5 VA is W, 290 VA, 240 A : Mv 240 V ; MH v 211264 A ! 831?Q v 211 264V 183q29 V 1 n A P40 vi 1 15 A '218 V! 1 21 A P40 V) 1 39 A (MH W, 6c H7, W 6R 4, 5 1 'v"U", 3 4 2, 8 "1 121 11 2 4 11,11, V A, 1208 VAC! G 7 Waawy.. 17 kgqmg 0 7 Wadng 117 loggtg P701 gmp 1111 to My ""e-1 's' nr, �S 2 -S,1 tkrn,,,,�Thal dqT n Vdhap",Oci ef:t � 14 7 X Ath KIM, o� u' X Q"2 0 MN qWW K KSM 07 7'1 pno,� , 30, ,, -pi-n I t'O"'horn", N ka MR lm� No, C An A 0whiem %owed vc - uq an vem smt ! odymeNc endoswe n " 1,? C"t T, Te Y 10, "i 7a-, Wgruen blavingm and hhjnHgMen?n"WKn,p cpdians Wh Wons nquwa wstOavon of an MY= M Ewc,� A- A7 Mc Dc c.nnMtWR Ma ncen Mvivomel and appond by k,, for �,,,se The, fnace b,ea, ME 9 TERNM CAn E NO !V , 1 :)" W4 AMEWN 7 M , imed zv, Wv unpio ohur QcT,,n "wwnem am ciorthms vv* NMACM wo 6t,'O "W aod 022 1 2015 Run 64418 RaNd ShuMown of PV Synrpms, Rr AC Ono of 40-Mw_ vq MMAW"s a invaAMS ;s, , " i i„', " 0 ", ENPHASE 0 268 hWme&erW All rights reserved. All trademarks or brands used are the property of Enphase EneMy, Inc, 2W 105 24 Enphase IQ Combiner 3 (X- I 0 UVED To learn more aboul E,phase- olfferings, visit enphase,com he E'riphase IQ Combiner 3" with PnDhlase !Q Envoy" Consolidates interconnection eqt,,liprnent into a single enclosure and sTreamOmes PV and storage installations by ,xcvid ng a consistent, pre-wi,,-ed solution for ,esidential arwhcations, It offerS UP W fOLN 2-oo,le input and Eato,,i BR senes L sba,' ass Smart Includes IQ Envoy for communication and control Flexible networking supports Wj-Fi, Ethernet, or cellular Optional AC receptacle available for PLC bridge Provides production metering and optional consumption monitoring Reduced size from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not included) 80 A total PV or storage branch circuits E=* 4; • Durable NRTL-certified NEMA type 3R enclosure Five-year warranty UL listed ENPHASE 1j Enphase R") ',,"rer 3 IQ co'-n", eX Q C,,)rnh?n,(,,r 3 vrith Fnchase 1Q Envoy ' printeic circuit hoard for integrated revenue grade PV ,)roductirrn motor mg (ANSI C12 20 +/- 0,5%) and oplionall cono:turnptlon rinonitoring (+/- 2.5%) ACCESSORIES r P ,Jkl, FNI T PARTS Enpiase 1. Phllc; and p4iy ndustnal grade cellular itrocem with data plat) for systems up to 60 microinvorters (yovallable in the USCanada, Mexico, Puerto Ricca, and the LIS Virgin Islands, data to am v, h-, 1 0a `;hare is a d P, a uate ce I I k i I a r s e° vice In t h a instraIIatinn area 1, S j 1 C T-200 ' SF Ll i Split core cur,enttfansfo,molS onable oivhole hame consumation metering (+/- 25%,)- Circuo rtreake Sur pooits Eaton BR210, BR'111�5, BR220, BR2M M240, BR250. and BR260 cirruit breakers BRK 1JA ? 24 C, rcua hi eaker, 2 pole, 1 "M Famr, RR21 0 RRK-15A Circuit brak eer, 2 pSA Ole, I , rator, 15 BR2 BRK-20y, bre Circuit aker, 2 tole, 20A. Eaton BR"20 F" P L Power 11no carrWr fCOMI-.Mlnicaflon bridge pair), quantity 2 X j, it c vv n, r i n - C , a r ri e, i rr 10 C o m 1) r-o e r 3 (r q, t j i r e , f , PLC-0 'essn' V veceptawle f(,r P L e d m F I XA,ENV fReplane"Pent iQ Fnvoy Lorinten cl,rcwt board (PCB',, for Combiner 3 ELECTRICAL S P EC I F 't S Rall 1"I "� v. PomVnromls duty Svste- v!' 2, 240 V A C 0 1 A,: A Ma", A Max, A 13'ran c! t c E. Up to foui 2-pole2-poleEaton BR ,ocrjes Distributed Genb rotaon (C)G) breakers only (u0t MClUdec) Max )V ni r b 4 A Ma—1 200 A solid' core jore-Installed ant oohed to 'Q Envoy M EC H, A N C A L Z-) A ¢ A ("Vx"H`," 49 S x, 37 5 x 10 8 cip, (1-) 5" x 14 715" x 6 63") Hle,ight is 21 06'M 5 cm with, mounfiria brackets) 7.5 N c, (11 r-) 5 lit'. ' Arr-b e�o -41 " o i" to a461 40, to 115 c F' Coo f, Namral convecliton, nius hear shielc NRT' -cerfified.NIEMA lype 3R, rolycarbonale construction 20 A to as. A breaker nputs 14 to 4 AWG (nipper conductors 4 to 1 AWG, copper Conductors M�,,,ire ftigcotrbined0,it,'Llt 'Olo2,'OAV,/Gcopper cond.ictors Neutraiand ground 14to-1/0,1.00DOTconductors Ai taus follow iocai cccie requireme-nis for conduclor si7mig, Altituce 2� -r e - (6,56� MC 0, nite i: 3 0 1 b /g, /n, t "3" it I -n a 1, 8 ", " 4 3 Cath E 'or isat �, lJ F ;a i:t hernet cable (not incluc qd) collwnr Optionqi, 01L,1-LrAQDFM-1"1 fJG) cr, CELLMODE N1,03 (4G) or CELLMODEM-Ml (4G kase(j LTE-M) root mclude.d" COMPLANCE ,,AN iCS,,', C22 7 No, 11('71 4 7 F P Fart 15, elas i, 1 G, F S ) D I ro', u 0 on mc t cr ng A N S i C 12,2 D a cc u racv class 0,5 (FIV prod U0 I o n) C'- I Storage SwOerris 0 Ml' W erings, visil, enphase,com (0 2618 Enphase Energy. All q1,1s maerved. All trademarks or brands in this document are reg s:rrrod by,,heir respective owner ENPHASE. 20'8-09-13 RT-MINI is suitable for mounting any rail system with a conventional i is C-� ICC ESR 3575 Call Now for more details 8 i i i 0 i 4 Flat • i' a i •." CablePV M • bottom channel Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) Components Dimensions I 1 0 MINI base: 20 ea. Screw: 40 ea. Extra RT-Butyl : 10 ea. Optional item 5 x 60mm Mounting screw (RT2-04-SD5-60): 100 ea./Bag RT-Butyl (RT2-04-BUTYLT) : 10 ea./Box RT-Butyl is Roof Tech's flexible flashing used in 700,000 residential PV systems for the last 24 years. It is the first PV mounting system with Flexible Flashing certified by the ICC. Metal Flashing Retrofit Flexible Flashing I leoj *3 2 N 100% Waterproof a 0 0 0 0 0 O 9 31/2 (90) 2 (50) P.E. Stamped Letters available at www.roof-tech.us/support FLORIDA BUILDING CODE COMPLIANCE � \� \\�(� �\�:� \� ,� \ \� I 111111111111131150,1111 Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade and Broward counties and throughout the rest of the Florida. Outlined below are the four requirements to comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking systems, while the fourth is specific to solar roof attachments. The fifth item, Florida -specific testing, is optional for installation, 1 - UL CERTIFICATIONS Racking UL 2703 (Supplied by EcoFasten) N�:111 C" "Iff "71(if-, � if tbif f, c I If 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 - OF ATTACHMENTS � Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) � Waterproofing/Flashing per N RCA & FRSA/TR1 (Florida) guidelines (Supplied by EcoFasten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS � Florida Product Approval � Miami Dade NOA k Water Seal Testing: TAS100(A) (requiredfor HVHZ Florida Product Approval or Miami Dade NOA) EcoFosten For Installers, By Installers MEEMMEMM M EcoFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-1® and QB-1 as shown below. GF-I GF-11 is a versatile solution for use on composition shingle roofs. The 8" x 12" flashing installs with a single fastener and when combined with an EcoFasten compression bracket, a watertight seal is created, maintaining the integrity of the roof. ms�� M I ClickFit L-Foo, 'ooacit Report 07,29,2021 , C CIF-1 lnstallat!c;7 Manual Florida 08.11.2021 v2.0 EcoFasten For Installers, By Installers EcoFasten I Page 3 M QB-1 uses a super strong base that can be used on composition shingle, tshake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects, The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. 0 3017010 - QB-1 BASE AL * 3017011 - QB-1 POST AL MLL 4.5" * 3017012 - QB-;POST L MILL 6.5" * 3017013 - QB-1 FLASHING AL MLL 12X12" * 3017014 - QB-1 FLASHING AL MILL 18218" # 3017015 - QB-1 EPDM COLLAR BLK 11111111111ir k Qg:l State 96Jo Certi ictio an Letter 07,29,2021 L_ k QB-1 Installabon Manual 04.09.2021 v1.0 4, , , I-EcoFasten For InstalLers, By Instatters EcoFasten I Page 4 CLICKPf"""' ClickFit' is one of the fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools. The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity. KIM M.F.Iolr-Xflffi► ClickFit UL 2703 .5 ClickFit UL 7 � ClickFit Master Letter Certi[ication 04.15,2021 ClickFit UL 441 Rohr Report 03.1Z2021 Al �""EcoFasten For Instatters, By Installers, F-" FLanHING GLV BL<Ty I 20", A OF- I FLASHNr, GLV MIL 6X 12 1. ------- --- A WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten For Installers, By Installers, EcoFasten I Page 6 k i J ,:;i I -V -5.: v'i .,a Mfflfl�� 3017015 QB-1 EPDM COLLAR BLK 1.25" C0"'P �—'— '0 - '. I M", STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 AI ,..,:�EcoFcisten v For Instatters, By Instatters 11.w 2�CM.J STRUCTURAL CERTIFICATION Desi.-ned and Certified arm m %mnce with the Florida Building Code & ASCE/SEI-7 V'11#' E c o F a s t e n For Instatters, By Instatters EcoFasten I Page 8 t I 3017013 Q8-1 FLASHING AL MLL 12X12" WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 ME= EcoFasten I Page STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 UL2703 Conforms to UL 2703 Mechanical & Bonding requirements, See EcoFasten ClickFit Installation Manual for full ratings. Ecokisten For Instatters, By Instatters, EcoFasten I Page 10 PERMITTING PACKETS Listed below is the documentation you will need to provide to your AHJ for permitting approval. Click on the link to download file. � ClickFit UL 2703 A L11-a— � ClickFit UL 2703 Annroved Addendum 06.07.2021 v1.1 � ClickFit L-FoozCaeadtq!2LLR y�p ort0729,2021 , � ClickFit Mcst'er Lotter Corti 1 ication 04.15.2021 GF-1 Installation Manual Florida 08.11.2021 v2.0 QB-1,state o,,1F.Loridq CertiLication Letter 07,29.2021 � ClickFit UL 441 -Rain Report 03. 17.2021 � GF-1 Installation Manual Florida 08,11,2021 v2.0 � Q6-1 Installation Manual 04.09.2021 v1.0 2012021 - CF STD RAIL MLL AL 14FT Cut Sheet k 2012022 - CF 11JN1V L-FOOT MLL 3" Cut Sheet 2012025 - CF TO RAIL AL MLL 171.5" Cut Sheet 3012010 - GF- 11, FLASHING GL V BLK 8x12" Cut Sheet 3012011 - GF- 1 FLASHING GL V MLL 8X12"' Cut Sheet 3017010 - PEI,- i BASE AL Cut Sheet 1, 3017011 :_QB-1 POSTAL MLL 4.5 " Cut Sheet 3017012 - QB-_1 POST AL MLL 6.5" Cut Sheet 3017013 :_QLB-1 FLASHING AL MLL 12X12" Cut Sheet 3017014 - QB-_7 FLASHING AL MLL 18X18" Cut Sheet 3017015 - OB-1 EPDM COLLAR BLK 1.25" Cut Sheet Ec o Fa ste n For Installers. By InstalLers EcoFasten I Page 11 �,- 1�1- Wil 1� A i PER MODULE INSTALLATION MANUAL A 1.57 [40.0) qg '711F t. al RS Ntr(NNEr EcoFasten Solar LLC 4 144-JiV-Vif,-9wrm�-,&�� Phoenix, AZ 85009 TEL: (877) 859-3947 'At", ifty Subject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - ClIckFit System, as presented in PZSE Report # 2019-11325HG.05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: Building Codes: 1. 2020 Florida Building Code, by Florida Building Commission 2. ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures, by American Society of Civil Engineers 3. 2018 International Building Code, by International Code Council, Inc. 4. 2018 International Residential Code, by International Code Council, Inc. 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by [CC -ES 6. Aluminum Design Manual 2015, by The Aluminum Association, Inc. 7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category 11 Seismic Design Category = A - E Exposure Category = B, C & D DIGITALLY SIGNED Basic Wind Speed (ultimate) per ASCE 7-16 = 90 mph to 180 mph `ttitI I ZAIlMill Ground Snow Load = 0 to 60 (psf) c Zee. o. 7 3 5 222- This letter certifies that the loading criteria and design basis for the EcoFasten - ClickFit System Span Tables are in compliance with the above codes. LEXP,0212812023 If you have any questions on the above do not hesitate to cal THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL 'L Prepared by: K. ZACHER, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE, PZSE, Inc. —Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 9163613960 916,9613965 www.pzse.com Ecol'asten Solar LLC 4141 W Van Buren Pt Ste 2 Phoenix, AZ 85009 TEL: (877) 859-3947 Re: Report # 2019-11325HG5.01 Engineering Certification for the EcoFasten Solar LLC ClickFit - Rail System for Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed EcoFasten Solar LLC ClickFit System. All information, data, ai analysis contained within the EcoFasten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 2. 2018 International Building Code, by the International Code Council, Inc. 3. 2018 International Residential Code, by the International Code Council, Inc. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012, by ICC-ES S. Aluminum Design Manual 2015, by The Aluminum Association, Inc. i 11111 !1 r i : I I ; I iiiiiiii; i I ; 11 1 111111FIll!1I Design Criteria: Ground Snow Load = 0 - 60 (psf) Basic Wind Speed = 90 - 180 (mph) Roof Mean Height = 0 - 30 (ft) Enclosed and Partially Enclosed Gable and Hip Roof Pitch = 0 0 - 600 (degrees) Exposure Category = B, C & D • M! , �: I � , ii � 1 1 ESOME31M Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), made with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi. Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the Span Tables, provided at least I module length between maximum cantilevers. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916,961,3965 www.pzse.com am Tolerance(s)® 1.0" tolerance for any specified dimension in this report is allowed for installation. PV Module Size: 60-Cell PV Panel max dimension is 68.5 72-Cell PV Panel max dimension is 80.41 Installation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. 1 Al N0141 OR INS ROM01146. 1478 Stone Point Drive, Saito 190, Roseville, CA 95661 916.961,3960 916,961.3965 www.pzse,com It Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0:5 60 0: The Edge Zone, "a," shall be determined using figure 30.3-213 to figure 30.3-2D of ASCE 7-16, for Gable roofs. The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs. Interior Zone I span shall be the minimum of I and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. EDGE ZONE w OR 3,-0r MIN CORNER ZONE SEE DETAIL FOR MOUNT LOCATION U) I INTERIOR ZONE z RIDGE :F EDGE ZONE (2r) CORNER ZONE SEE DETAIL FOR Ct MOUNT LOCATION INTERIOR V A a ZONE GABLE . . ...... z EDGE ZONE HIP "'J HATCHED AREA — INTERIOR ZONE INDICATES DISTANCE CORNER 1-43) ZONE F '�iE DETAIL FOR MINIMUM OF31,01. MOUNT LOCATION . . ....... . ...... WALL — EDGE OF ROOF Figure 2: Roof Zones, Gable and Hip Roofs, 70 < 0:5 450 Panel with Support Mounts in Multiple Roof Zones: Edge and Corner Zone spacings (Zone 2 & 3, respectively) apply only to mounts located in those Zones, not to all the mounts supporting the module. Notes: 1) Tables are determined for Rail and L-foot only and does not include roof capacity check. 2) Risk Category 11 per ASCE 7-16. 3) Topographic factor, kzt is 1.0. 4) Average parapet height is 0.0 ft. 5) Wind speeds are I -RFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "di" and "d2" to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961,3960 916.961.3965 www.pzse.com 9M MrCNVrT' NON ffEXPOSED" ARRAY Cdl d, — EXPOSED ARRAY EDGE 1,51, TYP ROWOFSOLA 16' U-MMEMMUM - Design Responsibility: I �"Neseta��les.-reiiNteA,i�at,#,�-,eyse,fyis,fertNeres");-.si�,lecNarge*f?re6isterai,fesigA;�r,-Arfessilv.,-.T�1-1-I A,n—,77 required by the authority having jurisdiction. In all cases, these tables should be used under the direction o design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables apply to the project, and This letter certifies that the EcoFasten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. T certification excludes evaluation of the building structure to support the loads imposed on the building by th array; including, but not limited to strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof. Structures witl require additional knowledge of the building and are outside the scope of the certification of this racking system. I Prepared by: PZSE, Inc. -Structural Engineers Roseville 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com 9 M. Table of Contents Item.................................................................................................................................................... Page # Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait ................................... 6 Span Tables for Flush -Mount ClckFit System on 0-30 Foot Roof with 72-Cell Modules - Portrait ......................... 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 22 l47QStone Point Drive, Suite l9I Roseville, CA95667 � 918961.3960 p 916.961.3965 w E`ne'�rre | m�egn/v | Emnc�enn�n/ 5oY31 I Maximum Rail Spans (Inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot - 60-Cell Ground E. Wind Speed 90 mph 95 mph 100 mph 105 mph UO mph 115 mph 120 mph Sm, Load Cate my Panel An -f Z V 1 2e 2, 2h 3e 3, V 1 2e 2, 2n 3e 3, V 1 2e 2, 2h 3e 3, 1. 1 Ze 2r 2n 3e 3r V 1 2e 2, 2n 3e 3, V I 2e 2r 2n 3e 3f 1' 2e 2, 2h 3e 3, "Ay uteri., w W 86 86 86 82 92 86 86 86 W 86 78 78 86 W 95 as 95 76 76 86 86 82 82 82r 73 73 W 86 80 80 W 70 70 W 86 77 77 68 69 96 93 75 75 75 66 156 0 t. 7 86 86 79 79 79 70 70 N 85 76 76 76 68 68 86 82 73 73 73 65 65 86 79 71 71 71 63 63 86 77 69 69 69 61 61 86 74 66 66 66 59 59 86 72 64 64 64 56 56 " 1,hftr 87 87 87 83 83 83 78 97 97 87 So AD W 75 87 87 97 77 77 77 72 97 97 87 74 74 74 70 84 84 S4 72 72 72 67 81 81 al 70 70 70 65 79 79 79 68 68 68 63 7to20 AI!yEdga 83 93 83 72 72 72 67 So 80 80 69 69 69 65 77 n 77 67 67 67 62 74 74 74 64 64 64 60 72 72 72 62 62 62 58 70 70 70 60 0 W 55 68 68 68 58 58 58 53 a,wh-&, 87 87 87 97 97 97 87 97 97 87 86 96 86 83 87 87 97 82 92 82 W 87 97 87 W 90 W 77 97 97 97 77 77 77 75 97 87 97 74 74 74 72 87 87 87 72 72 72 70 a 20t*27 Array Ed 87 87 97 77 77 77 75 87 87 87 74 74 74 72 86 86 86 71 71 71 69 83 83 83 0 69 69 67 80 80 80 66 66 66 65 77 77 " 64 64 64 63 75 75 75 62 U 62 61 .Ylm- 88 88 88 as 89 a w 88 as 89 w w 85 88 89 89 88 89 88 82 88 88 as 88 88 86 79 86 86 86 86 M 91 76 83 83 83 83 83 80 74 80 81 81 91 81 79 72 78 27.45 -r- . @6 M 86 93 76 81 93 83 83 93 79 73 75 90 80 80 W 1 71 77 n 77 77 77 74 68 74 74 74 74 74 72 66 72 n 72 7Z 72 69 64 69 70 70 70 70 67, 62 67 A,.V Interior 90 w 90 90 9D 90 90 90 so ED 90 90 90 90 go 90 90 90 90 90 90 90 90 90 go so 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 88 as 88 ii Fs 45.60 ArOwElig. 90 90 W W W 90 90 90 90 90 so 90 90 90 90 so as 86 86 96 96 87 87 83 83 93 83 83 95 85 91 91 91 81:.81 93 83 79 79 79 79 78 31 al 76 76 76 76 76 Array In.6., 86 8: 8 82 81 72 72 86 86 78 78 78 69 69 86 84 75 75 75 67 67 96 81 73 73 73 65 65 86 79 70 70 70 62 62 96 76 68 68 68 61 61 86 74 66 66 66 58 58 01.7 -a, Edge 867 70 70 70 62 62 86 75 68 68 68 60 W 86 73 65 65 65 57 57 86 70 63 63 63 54 54 N 68 61 51 61 52 52 83 66 59 59 59 49 49 80 64 56 56 56 47 47 Array Interior N 86 86 74 74 74 69 82 8 82 71 71 71 66 79 79 79 68 68 68 64 76 76 76 66 66 66 62 74 74 74 64 64 64 60 71 71 71 62 62 62 57 69 69 69 W W 6055 7.20 Array Edge 74 74 74 64 64 W 72 71 71 61 61 61 56 68 68 68 59 59 59 54 66 66 66 56 56 56 51 64 64 64 53 53 53 Q 62 62 62 51 51 51 46 60 60 Go 49 49 49 44 Array lhh,rio, 87 87 87 79 79 79 76 87 87 87 76 76 76 74 87 87 87 73 73 73 71 85 85 85 70 70 70 68 82 82 92 68 68 68 66 79 79 79 66 66 66 64 77 77 77 54 64 64 62 0 PO C 20.27 A,,.V Edge 82 82 82 68 68 68 66 79 79 79 65 65 65 64 76 76 76 63 63 63 61 73 73 73 61 61 61 59 71 71 71 59 59 59 56 68 68 as 56 56 56 54 66 66 66 53 53 53 51 1- hKerior " SO U 98 85 78 as 95 95 85 85 81 75 81 8 82 82 82 79 72 79 79 79 79 79 76 70 76 76 76 76 76 73 68 73 74 74 74 74 71 66 71 72 72 72 72 fig 64 0 27 t. 45 ArrayEdge76 76 76 76 73 68 73 73 73 73 73 70 65 70 71 71 7£ 71 68 0 68 68 68 68 68 66 61 66 66 66 66 66 U 58 . 64 64 64 64 62 56 62 62 62 62 6 %8 0 53 W "ay Interior 90 90 90 So 90 90 90 W 90 90 W 90 90 GO 90 90 89 89 99 89 99 89 99 85 85 85 95 95 97 87 83 83 83 93 83 85 35 W W W 80 BO 82 82 78 78 78 78 45.60 I- Edge 87 8 83 83 93 83 83 84 84 79 79 79 79 79 81 81 77 77 77 77 77 79 79 74 74 74 74 74 77 72 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 Array 1hdo, 86 77 77 68 69 86 82 74 74 74 0 65 86 79 7 71 71 63 63 86 76 69 69 69 61 61 86 74 66 66 66 59 58 86 71 64 64 64 as 56 86 69 62 62 U 53 53 0t.7 Array fdge a s 86 74 66 66 66 58 58 86 71 84 64 54 55 55 86 ag 61 61 61 52 52 83 66 59 59 513 50 SO W 64 55 as 56 47 47 78 Q 54 54 54 45 45 75 60 51 51 51 41 43 Array 1 11 80 80 69 69 69 65 77 77 77 67 67 67 63 74 74 74 64 64 64 60 72 72 72 62 62 62 58 0 69 69 60 W GO 55 67 67 67 58 58 as 52 65 65 as 55 55 55 50 7 to ZD 69 64 69 W W ED 55 67 67 67 57 57 57 52 64 64 64 54 54 54 49 62 62 62 51 51 51 47 W 60 W 49 49 49 44 58 59 58 47 47 47 42 55 55 55 as 45 45 41 Array irted., 87 97 87 74 74 74 72 86 86 N 71 71 71 0 83 0 83 0 69 0 67 ED 80 W 66 66 66 64 " 77 77 64 64 64 62 75 75 75 62 62 62 0 72 72 72 ho so w 58 D 20W27 Array Edge 77 77 77 64 64 64 62 74 74 74 62 62 62 W 71 71 71 59 59 59 57 69 69 = 69 56 56 56 54 67 61 67 54 54 54 52 64 64 64 51 51 S1 49 63 63 63 49 49 414 47 Array feted., ZX 83 83 83 W 74 80 So 80 80 80 T7 71 7777 7777 77 74 68 74 74 74 74 74 71 66 71 72 72 72 72 69 64 65 69 69 69 69 67 62 67 67 67 67 67 65 ED 65 27.45 BX 71 7 72 72 64 64 far 69 0 69 69 66 61 66 66 66 66 66 64 59 E4 64 64 64 64 62 56 62 62 62 62 62 ED 53 W 60 60 60 60 57 51 57 58 59 as 58 55 49 55 Array frteft, 90 90 so 90 90 So W 90 90 86 86 36 86 86 97 97 83 83 83 Ea 83 85 85 W 20 W 80 W 83 83 79 78 78 78 79 80 80 75 75 75 75 75 78 78 73 73 73 73 73 4SW60 Array Up 82 82 78 78 78 78 79 80 80 75 75 75 75 75 77 77 72 72 72 72 72 75 75 70 70 70 70 70 73 73 68 69 69 68 68 71 71 66 66 66 66 66 69 69 64 64 64 64 64 Array hrtam, 93 33 93 93 83 82 82 83 83 83 83 93 78 78 83 83 83 83 83 76 76 83 83 22 82 82 73 73 W 93 SO W W 70 70 93 83 " 77 77 68 69 33 83 75 75 75 56 66 0 t, 7 Array Edge 83 83 79 79 79 70 70 83 83 76 76 76 68 68 83 82 73 73 73 65 65 83 79 71 71 71 63 63 W n 69 69 69 61 61 83 74 66 66 66 S9 59 83 72 64 64 64 56 'Dray Interior 87 87 7 83 83 93 78 87 87 W W W 7: 87 87 87 77 77 77 72 87 97 87 74 74 74 70 84 84 84 72 7 72 67 81 81 81 70 70 70 65 78 78 78 68 68 68 63 7 ro20 A,,., Ed, 93 83 :3 72 72 72 67 80 :7 W 0 69 69 69 6 77 77 77 67 67 67 62 74 74 74 64 6a 64 60 72 72 62 62 62 58 70 70 70 60 W W 55 68 68 68 58 58 58 53 - Array Interior 87 87 87 87 87 87 87 8 87 W 86 _ 86 83 87 87 87 82 92 92 W 87 87 87 80 8080 77 _72 87 87 87 77 77 77 75 87 87 87 74 74 74 72 97 87 87 72 72 12 70 B 20.27 _ A,Edge 87 97 87 77 77 75 :; 97 97 74 74 74 72 86 as 86 71 71 71 69 93 83 83 69 69 69 67 W N W 66 66 56 65 n 77 77 54 64 64 63 75 75 75 62 62 12 61 A,,, interior 88 88 88 88 a As 88 88 88 a 85 88 88 888888 98 88 88 82 88 88 88 88 86 79 86 86 86 86 86 83 76 83 83 83 83 83 80 74 80 al al 81 81 78 72 78 27.45 1, , Ed, 86 8686 86 :: 76 83 93 83 83 83. 79 73 n SO W W W 1 71 77 77 77 77 74 68 74 74 74 74 74 72 66 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 interior so so 90 90 90 90 So 90 90 90 9090 .... ._ 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 9090 90 90 90 ar go 90 90 90 90 90 88 88 88 8 a 4S.60Array Array Edge 90 90 90 90 90 90 90 90 90 90 ED 90 90 90 90 90 8686 8686 86 87 7 83 83 83 83 83 85 85 81 81 81 81 91 83 83 78 78 78 78 78 81 91 _I 71 76 76 76 ArAV4ftr 83 83 91 91 91 72 72 93 83 78 79 7& 0 65 8 83 75 75 75 67 67 83 81 73 73 73 65 65 33 79 70 70 70 62 62 93 76 0 68 69 61 11 83 74 66 66 66 as 58 ot.7 Array Edge 70 70 70 62 62 75 68 68 64, 0 W 83 i. 73 65 65 65 57 57 88 70 0 63 63 54 54 83 68 61 fil 61 52 52 83 66 50 59 59 49 491 80 64 56 56 56 47 47 Arwbttrlot _IL 26 _78 86 86 74 74 74 fig 82 02 82 71 71 71 66 79 79 79 AS 69 63 64 76 76 76 66 66 66 62 74 74 74 64 64 64 60 71 71 71 62 12 62 57 69 64 69 60 so 0 55 7t.20 Amy Edge 14 74 74 64 64 64 60 71 72 71 61 61 61 56 68 69 68 59 59 59 54 66 66 66 56 56 56 51 64 64 64 53 53 53 48 62 62 62 51 51 51 46 60 60 0 49 49 49 44 A-VJ.Naw 97 87 79 79 n 76 97 87 87 76 75 76 74 97 97 87 73 73 73 71 85 8-1 85 70 70 70 69 92 82 82 " 68 68 66 74 79 79 66 66 66 64 77 77 7 5 Pat C 20 t. Z7 ,_VE4. 2 92 68 68 68 1,6 79 79 79 65 0 65 64 76 76 76 63 63 63 61 73 73 73 62 61 al 59 71 71 71 59 SS 59 56 68 68 68 56 56 56 54 66 66 66 53 53 53 51 Array interior -8 88 8a a$ 89 95 79 85 as 85 a$ 55 81 75 91 82 82 82 82 79 72 79 79 79 79 74 76 70 76 76 76 76 76 73 fig 73 74 74 74 74 71 66 71 7Z 72 72 72 $9 64 as 27V,45 -1- 76 76 76 76 t73 69 73 73 73 73 75 70 55 70 71 71 71 71 68 63 68 58 68 68 69 66 61 66 66 66 66 66 64 59 64 64 64 64 64 62 56 62 62 62 62 62 so 53 0 Array Interior 90 90 W 90 90 90 90 90 90 90 90 go go go go go ag 89 89 81 89 0 &a as 85 85 85 85 97 U 83 83 83 83 83 85 as 80 8080 80 80 82 82 78 78 79 78 78 45.60 Away Edge aT 87 83 sa sy as 8394 94 79 79: 79 79 79 al 91 77 77 77 77 77 79 79 747774 74 74 74 77 72 72 72 72 72 75 75 E9 0 69 65 65 73 73 67 67 67 67 67.:0 Array 1-6. 83 83 77 77 7768 68 83 82 7a 74 74 65 65 83 79 71 71 71 63 63 83 76 68 68 68 61 61 83 74 66 66 66 58 58 83 71 64 64 64 56 56 83 69 62 62 62 53 53 a 7 Array Edge 83 74 66 66 66 58 58 93 71 64 64 64 55 55 93 68 62 61 61 52 52 93 66 59 59 59 50 50 SO 64 56 56 56 7 47 78 62 54 54 Sa 45 45 75 W 51 51 51 53 43 Array 1-m, 80 80 W 69 69 69 65 n 7 7 67 67 67 63 74 74 74 64 64 64 60 72 72 72 62 62 62 58 69 69 69 W W W 55 67 67 67 U 58 58 52 65 65 65 55 5s a 5 W 71. 20 A,. Edge 69 69 60 0 0 55 67 6; 67 57 57 57 52 64 64 64 54 54 54 as 62 62 62 52 51 51 47 W 0 W 49 49 49 " 58 58 58 47 47 47 42 55 55 55 45 45 45 41 A,,., ihw 87 87 87 N 74 74 72 86 W 867 71 59 93 83 93 As 69 69 67 W 80 8071 66 66 66 64 77 77 64 64 64 62 75 75 75 62 62 62 60 72 72 72 W W W 58 D 20.27 Array Era. 1 77 77 64 64 64 62 74 74 74 62 62 62 60 71 71 71 59 59 59 57 69 69 69 56 56 56 54 67 67 67 54 54 54 52 64 64 64 1 51 51 49 _63 63 63 49 49 49 47 A"" 4,-W 8 83 83 83 W 74 W W W W So 71 77 7777 77 77 74 68 74 74 74 74 74 71 66 71 72 72 72 72 0 64 69 69 69 69 69 67 62 67 67 67 67 67 65 5o 65 171.45 Array Edge 72 72 72 72 69 64 69 69 69 0 69 66 61 66 66 As 66 66 64 59 64 64 64 64 64 62 56 62 62 62 62 62 W 53 60 W W 0 W 57 51 57 as 58 58 58 55 49 55 A""'-o, 90 90 90 90 90 90 90 90 90 86 86 8686 8687 87 83 83 83 93 83 85 85 80 W 90 W W 83 83 78 78 78 79 78 W W 75 75 75 75 75 78 78 73 73 73 73 73 45 to W Array Edge82 82 78 78 78 78 78 80 80 75 75 75 75 75 77 77 72 72 72 72 72 75 75 70 70 70 70 70 73 73 68 68 68 68 68 71 71 66 66 66 66 66 69 69 64 64 64 64 64 Array Interior 77 n 77 n 77 77 77 77 77 77 77 77 77 77 77 7 77 77 76 76, 77 77 77 7 7 77 73 73 7 7 77 77 77 70 70 77 77 77 77 77 69 68 77 77 75 7S 75 66 66 0.7 AIM LLge L7 L7 77 77 77 70 70 77 77 76 76 76 69 ra TT 7; 73 73 73 65 as 77 77 71 71 71 63 63 77 77 fig 0 0 61 61 77 74 66 66 66 59 59 77 72 64 64 64 i_56 56 Army 1-60, 82 92 92 82 82 82 78i 82 82 AZ 80 80 80 75 82 82 82 77 77 77 72 82 82 82 74 74 74 70 82 82 82 72 72 72 67 81 91 81 70 70 70 as 78 78 78 0 0 68 61 7t.20 ArWcdga 82 8282 72 12 72 67 80 80 80 64 e 69 65 77 77 77 67 67 67 62 74 74 74 6464 64W 72 72 72 62 62 62 58 70 70 70 60 W 60 55 68 68 68 58 as as 53 Ar,AYI-4o, 83 93 83 93 0 93 83 83 83 83 83 83 83 83 83 = 83 83 82 82 92 80 83 83 93 80 80 80 77 83 83 83 77 77 77 75 83 83 83 74 74 74 72 8: as 83 72 7 72 70 a 20 t. 27 A,,ayEdp 83 8383 77 77 77 75 Ear 83 83 74 74 74 72 8383 83 11 71 71 69 93 83 83 69 6964 67 80 W W 66 6666 65 77 77 77 64 64 64 63 7 75 75 62 52 62 fit' Array Medo, as 89 as 99 99 88 as U 88 89 99 98 95 88 99 as 88 n N 82 N 99 n 88 89 86 79 86 86 86 as W 93 76 83 93 83 0 83 W 74 so 81 81 81 91 78 72 ya 27to45 Army Edge 86 86 86 w 83 76 83 93 85 83 83 79 73 79 90 80 W 80 " 71 " 77 77 77 74 69 74 74 74 74 74 72 66 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 A" #rtaho, go go go go so so 90< so so go go go go go go go go so go 90 90 90 90 90 90 so W 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 99 as w so U 45 . 60 Array dge 90 90 9D 0 W So 90 90 90 90 90 90 90 90 90 90 86 86 86 86 86 87 87, 93 23 83 as 93 0 85, 81 81 81 81 33 93 79 78 78 78 78 81 81 76 76 76 76 76 Array 4,.i., 77 71 n 7�2 7 77 77 77 69 69 7 77 75 75 7 67 67 " 77 73 73 73 65 65 70 70 70 62 62 76 sa 68 68 61 61 77 74 66 66 66 58 58 0 t, 7 At,., Edge 77 ;.7 ;01 7 0 62 a ;7 ;7 5 a 66 68 60 60 ;7 73 65 65 65 57 57 77 70 63 63 63 54 54 n 68 61 61 61 52 52 77 66 9 sa 59 49 49 77 64 56 56 56 47 47 Array lnteror 82 82 92 74 74 74 69 82 82 82 71 71 71 66 79 79 79 68 68 68 64 76 76 76 as 66 66 62 74 74 74 64 64 . 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'L 54 54 54 42 42 42 40 50 50 SO 393, 3" 37 47 47 47 36 36 M 13 . . . 32 32 32 29 41 41 41 28 28 29 n 39 39 39 25 25 2S 23 A;= 60 SO 60 W 57 5 57 56 56 56 56 53 47 53 52 52 52 52 SO 50 49 49 49 49 46 41 4' 46 46 46 46 41 3943 41 43 43 43 41 37 4 27te,45 r 4S, 45 49 45 47 41 47 46 46 46 46 43 38 43 42 42 4242 4D 36 40 40 40 40 40 38 31 38 3737 3737 35 28 35 aS 35 35 35 32 25 31 71 71 66 66 66 66 66 67 67 62 62 62 fil 62 6565 59 59 59, 59 59 62 62 55 55 55 55 55 59 59 52 52 52 52 52 56 56 44 49 0 49 49 45to60 =r rZ 62 56 56 56 56 56 SO 58 52 52 52 52 52 5454 49 49 49 4e 49 51 51 45 45 4S 45 45 48 48 42 42 42 42 42 45 45 40 40 40 40 4D A,,, interior 55 65 65 65 65 59 59 65 623 63 55 55 65 65 SO SO 51 51 65 55 56 56 47 47 65 61 53 53 53 44 4465 58 50 50 SO 42 42 0.7 Array ey Edge 65 64 57 57 57 48 48 65 :5 5 :3 2 52 " 44 65 57 49 49 49 41 41 65 53 46 46 46 38 38 65 50 43 43 43 36 36 64 47 40 SO Q 32 32 A,"interior 68 SO fib 61 62 61 55 66 66 66 56 56 S6 51 63 63 63 52 52 52 48 W SO SO 49 49 49 45 57 57 57 46 46 46 42 54 54 54 43 43 43 39 71.20 A,,.y Edge 61 61 61 49 49 49 15 56 55 56 46 46 46 41 52 52 52 42 j� 4� 39 49 49 49 40 Q oD 26 46 46 37 37 37 32 43 43 4 1 35 35 35 29 Array Jte., 70 70 70 65 65 65 63 70 70 70 fit 61 61 59 50 70 70 M 58 58 55 67 67 67 54 54 54 52 64 64 . 51 51 51 49 61 61 61 48 48 46 a 20.27 A,Sy Edge 67 67 67 54 54 54 52 64 6,t 64 50 50 SO " 61 61 61 47 47 47 45 57 57 57 44 44 44 42 53 53 53 41 41 41 39 50 50 50 39 39 39 37 All= 12 12 12 12 11 64 11 11 11 68 68 66 11 66 61 65 61 6 63 57 63 62 62 62 Q ED 54 60 66- SO 60 SO 57 50 57 56 56 56 56 53 4753 2 7 W 45 63 63 63 63 GO 54 SO 59 59 59 59 56. 50 56 55 55 55 1 12 41 11 11 11 11 51 49 43 41 . . . . . 41 46 46 . 46 45 43 38 43 A-y=, 92 12 19 79 71 71 71 79 79 71 74 14 1 14 76 76 71 7iS 51 7 71 73 73 68 R 68 68 68 70 70 65 65 65 65 65 0 68 62 62 62 62 62 45,. 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V 1 2e 2, 2n 3e 3, 10 i 2e 2, 2n 3e 3, V 1 2, 2, 2, 3, 3r 11 1 2e 2r Zn 3e 3r 11 1 2e 2r 2n 3e 3, 1'1 Ze 2, 2n se s, r, 2e 2, 2n 3e 3r 64 :: 64 64 64 64 64 64 EA 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 " 64 64 64 64 64 64 63 63. 0.7Arrayimerior Array: Edge 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 62 62 64 64 64 64 64 60 60 64 64 64 64 57 57 64 64 63 63 63 54 54 64 61 61 61 52 52 - Array 1-1.1 66 66 66 66 66 66 66 _64 66 65 66 66 66 66 66 66 .64 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 65 64 66 66 66 66 66 66 62 66 66 66 64 64 64 0 7 W 20 ArrayE 66 66 66 66 66 66 64 66 " 66 66 66 66 61 66 66 W 63 63 63 59 66 66 66 61 61 61 56 66 % 66 59 59 51 53 " 66 66 56 56 56 51 64 64 64 54 54 54 49 Array Wrerio 67 6J 0 67 67 67 67 67 67 67 17 67 67 67 67 67 67 17 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 66 8 20.27 Army Edge 67 67 67 67 67 67 67 67 67 67 67 67 67 57 67 67 67 67 67 67 66 67 67 67 65 65 65 63 67 67 67 63 63 63 61 67 67 67 61 61 61 59 67 67 67 591 59 59 57 Array 79 79 79 79 79 78 78 78 78 79 78 78 78 78 79 79 78 78 78 78 78 79 78 79 79 79 75 78 78 78 78 78 79 72 78 78 78 78 78 76 7D IS 77 77 77 77 74 68 74 27.45 A,wEdge 79 79 78 79 78 7Z 7 79 79 79 78 75 70 75 75 75 75 75 73 67 73 n 73 73 73 70 65 70 70 70 70 70 68 51 68 69 68 68 68 66 61 66 % 66 66 66 64 59 64. A'mylMenor 85 85 85 95 85 95 85 85 85 85 SS 85 85 85 85 85 85 85 85 85 85 95 85 85 85 95 85 85 85 85 85 85 85 &5 85 as as 85 95 85 as 85 85 85 83 83 83 93 83 45. 60 A,,� EdLge 'y 85 85 95 85 85 85 85 95 85 85 85 as 85 85 85 85 82 82 82 82 8Z 83 93 79 751 79 79 79 91 81 76 76 76 76 76 78 79 74 74 7 74 74 76 76 72 72 72 72 72 A,," 1-n., 64 64 64 64 64 64 64 64 . 64 64 64 . 64 " 64 64 64 63 64 64 64 64 61 61 64 . 64 64 59 59 64 64 64 64 56 56 63 63 63 54 54 0.7 _W Edge 64 64 64 64 64 59 59 64 64 64 64 64 56 56 " 64 62 62 62 53 53 64 64 59 59 59 50 50 64 64 57 57 57 48 48 64 62 54 54 54 45 45 64 W 52 52 52 43 43 A," 66 66 66 66 66 66 65 66 66 66 66 66 66 63 66 66 66 65 65 65 61 66 66 66 63 63 63 58 66 66 66 W 60 60 55 66 66 66 59 58 58 53 66 66 66 56 56 56 50 7.20 Array Ed, 56 . 66 W W 0 55 66 66 66 57 57 57 52 65 65 65 54 54 54 49 63 63 63 52 52 52 47 60 60 W 49 49 49 45 58 58 59 47 47 47 43 56 56 56 45 45 45 41 Array 1-w 67 677 67 67 67 67 67 6 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 6S 67 67 67 64 64 64 63 67 67 67 62 62 62 61 67 67 61 691 61 S9 30 pf C 20.27 1,.y Edge 67 6 67 . . . 63 :7 7 67 62 62 62 W 67 67 67 W ED 60 57 67 67 67 57 57 57 54 67 67 67 54 54 54 52 65 65 65 52 52 52 SO 63 :37 63 49 4 49 47 1,.y 1-1w 78 78 79 78 74 78 78 _67 78 78 79 n 7F 77 77 77 77 77 74 69 74 75 75 75 75 72 66 72 72 72 72 72 69 64 69 70 70 70 70 67 62 67 68 68 68 N 65 W 65 27.45 Array Edge 72 72 72 72 69 64 69 69 69 69 69 67 62 67 67 67 67 67 64 59 64 65 65 65 65 62 56 62 62 62 62 62 60 54 60 61 61 61 61 58 51 58 58 58 58 58 55 49 55 ,y 1� "5 85 85 85 85 85 85 85 85 85 9 85 8 85 85 85 85 8484 84 84 8485 85 81 31 81 81 81 82 82 78 78 78 78 78 80 8076 76 76 76 76 78 78 74 74 74 74 74 45 W 0 , Edge array 82 82 78 78 78 78 78 ED 75 75 75 75 75 77 77 73 73 73 73 73 75 75 70 70 70 70 70 73 73 68 68 68 68 68 71 71 66 66 66 66 66 69 69 64 64 64 64 64 A,,Wi,,te,m, 65 65 65 65 65 64 64 6 65 65 65 62 62 65 65 65 65 65 60 60 65 65 65 65 65 57 5-1 65 65 63 63 43 54 54 65 65 61 61 61 51 51 65 65 59 59 59 49 49 01.7 Army Edge 65 65 63 63 63 54 54 65 65 W 0 60 51 51 6S 65 57 57 57 48 48 65 62 54 54 54 " 46 65 0 52 52 52 44 " 65 58 49 49 49 42 42 65 55 47 47 47 AD 4D Array inte&, 67 67 67 66 66 66 62 67 67 67 63 63 63 59 67 67 67 61 61 61 56 67 67 67 58 58 58 53 >66 66 66 56 56 56 SI 64 64 64 53 53 53 49 62 62 62 51 51 51 46 7.20 " E4P " M 66 56 56 56 50 63 63 63 52 52 52 As 61 61 61 50 50 ED 45 58 58 58 47 47 47 43 56 56 56 45 AS 45 41 53 55 53 43 43 43 39 51 51 51 41 41 41 37 'Fray. ' r 69 69 069 as fig 68 69 69 67 67 67 66 69 69 69 65 65 65 63 69 69 69 63 6363 61 69 69 65 61 61 61 59 66, 69 69 58 58 58 56 69 69 68 56 56 56 54 D 20 .27 Array 69 69 69 61 61 61 59 69 :9 9 69 58 59 58 55 67 67 67 55 55 55 53 65 65 65 52 52 52 50 63 61 63 49 49 49 48 61 61 61 47 47 47 45 59 59 59 45 45 45 43 A.,� 11 7 78 79 76 70 76 75 75 75 75 73 67 73 73 73 73 73 70 65 70, 70 70 70 70 'A 63 a N 68 68 69 65 62 65 66 66 66 66 63 58 63 64 64 64 64 62 56 62 274r,45, Edge 68 68 69 69 < 65 60 65 155 65 65 0 63 57 63 63 63 63 63 61 54 61 sl 61 61 62 59 52 59 58 59 58 59 55 49 55 56 56 56 56 53 47 53 53 53 53 53 51 45 51 Army IkeW 85 85 85 85 85 85 85 85 95 82 82 82 82 82 8383 79 79 79 79 75 80 80 76 76 76 76 76 -78 78 74 74 74 74 74 76 76 72 72 72 7Z 72.74 74 69 69 69 6969 45 to 60 Army Edge 78 78 74 74 74 74 74 76. 76 72 71 71 71 71 73..73 68 68 68 68 H 71 71 66 66 66 as 66 69 69 64 64 64 64 64 67 67 62 62 62 62 Q 65 65 60 60 60 60 0 Array Interior 6 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 6 62 62 62 62 62 62 62 62 62 6262 62 6262 52 62 62 01.1 Array Edge 62 62 :22 :2 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 60 0 62 62 :22 62 62 57 57 62 62 62 62 62 54 54 62 62 61 11 61 52 52 I'.y Ir-w 64 64 64 64 6464 64 64 6464 6464 64 64 64 64 64 6464 6464 64 64 64 64 64 64 64 64 64 64 64 64 64 64 64 6464 64 64 62 64 64 64 64 64 64 60 7'.20 Army Edge 64 64 64 64 54 " 64 64 64 64 64 64 " 61 64 64 64 63 63 63 59 64 64 64 61 61 61 56 64 64 64 59 59 59 53 64 6d 64 56 56 56 11 64 _64 64 54 54 54 49 Army'--' 66 66 66 66 66 66 66 66 66 66 66 66 66 66 56 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 fib 66 66 66 66 66 66 66 66 66 66 8 20.27 Array Edge 66 Es as 66 66 " 66 66 66 66 " 66 66 66 66 As 66 As 66 56 66 66 66 65 65 65 63 66 66 63 63 63 61 66 56 H 61 61 59 66 66 66 59 59 59 57 -y Interior 77 77 77 77 77 77 77 77 77 77 77 77 77 77 _66 77 7 77 7 7 7 77 77 77 77 77 75 77 _66 77 77 77 77 77 72 77 _% 77 77 77 77 76 70 76 1 77 77 77 77 74 6 74 27 10 45 Edge 77 77 77 77 77 72 77 77 77 77 77ArAV 75 70 75 75 75 75 75 ;3 67 73 73 73 73 73 70 65 70 70 70 70 70 68 63 68 68 68 68 tS 66 ... 61 .. 66 66 66 66 66 64 59 64 � A,, 85 35 85 95 85 85 85 85 85 85 95 95 35 85 95 95 85 95 95 85 85 85 95 95 85 85 as 95 as 95 85 85 85 85 85 as 85 85 85 85 as 85 as 85 0 83 H 83 83 45. 60" Array Edge 85 85 as 85 85 85 85 85 85 85 85 as 85 85 95 85 82 92 82 92 92 83 83 79 79 79 79 79 91 81 76 76 76 76 76 79 78 74 74 74 74 74 76 76 72 72 n 72 72 Aymy FnW 62 62 a 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 6Z 62 62 62 61 61 62 62 62 62 62 59 ' 62 62 62 62 5 56 56 sz 62 fiz Ez 62 574' OW Array Edge 62 62 6Z 62 Ez 59 59 52 62 62 fil 6Z 56 56 62 62 62 62 62 53 14 62 62 59 55 59 50 50 62 62 57 57 57 49 48 62 62 54 54 54 45 45 62 W 52 52 52 43 43 ArraykwW 64 64 64 64 64 64 64 64 64 64 64 64 64 63 64 64 " 64 64 64 61 64 64 64 61 63 63 59 64 " 64 60 60 60 55 64 64 64 58 58 58 53 64 64 64 56 56 56 50 7W20 Army Edge 64 64 64 60 60 EO 55 64 64 64 57 57 17 52 64 64 64 54 54 54 i49 63 63 63 52 52 52 47 SO 60 ED 49 0 49 45 59 58 58 47 47 47 43 56 56 56 45 45 45 41 Array In-w 66 66 66 66 s66 66 66 M 66 66 66 65 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 65 66 66 66 64 64 64 63 66 66 66 62 62 62 61 66 66 66 61 61 6159 35 p f c 20.27 ArmyEdge 6666 66 64 54 64 63 66 66 66 62 6262 6066 65 66 60 60 6657 as 66 66 57 5-1 57 54 66 66 66 S4 54 54 52 65 65 65 52 52 52 ED 63 63 63 49 49 . ...... ... 49 47 AXW%te&r 77 77 77 77 77 74 77 77 77 77 77 77 71 77 77 77 77 77 74 69 74 75 75 75 75 7Z 66 72 72 72 72 72 69 64 69 X 70 70 70 67 62 67 69 68 69 fs as ED 65 27w4S Arrayfdp 72 72 72 72 65 64_ 65 69 69 69 69 67 62 67 67 67 67 67 " 59 64 65 65 65 65 62 55 62_ 62 62 62 62, W 54 0 61 fil 61 61 58 51 58 58 58 S8 58 55' . .... 49., 55 - Army IntmW 85 85 85 85 as 85 85 85 86 85 85 85 95 85 85 85 84 U 84 84 84 95 95 81 91 81 91 81 82 82 78 79 78 78 78 80 W 76 76 76 76 74 78 79 74 74 74 74 74 45.60 AI.VEdp 82 82 79 78 78 70 79 W W 75 75 75 75 75 77 73 73 71 73 73 75 75 70 70 70 70 70 73 73 69 68 68 68 71 71 66 66 66 66 66 69 69 64 64 64 S4 64 A,," E�, . 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64' 64 51 53 53 As 61 61 61 50 50 50 45 59 59 58 47 47 47 43 54 54 54 44 44 7.20 Array Edge 61 61 61 50 50 50 46 S7 57 51 46 46 16� 42 3 L 53 53 43 43 43 39 50 50 50 4D= 40 40 57 47 47 47 38 38:.39 33 44 44 4436 36 36 30 Army mW 79 79 78i., 65 65 65 63 74 74 74 62 62 62 0 70 79 7058 58 58 56 67 67 67 55 55 55 5Z 64 64 64 51 51 51 49 R 62 62 49 48 48 D 20W,27 Ao"'Ed" 67 67- 67 55 55 55 51, 64 64 64 51 51 51 49 61 61 61 47 47 47 46 58 59 59 44 44 44 V, 54 54 54 42 42 42 40 51 51 51 39 35 39 38 AW totem, n B 73 73 70 455 M 0 9 69 64 66 62 66 66 66 66 66 63 54 63 63 63 63 63 61 54 61 60 60 60 60 57 51 57 57 57 V 57 54 48 54 271.45 _.YE* 63 63 fil 63 62 55 a 0 .60- 60 60 57 51 57 56 56 56 53 47 53 52 52 52 52 50 44 50 0 49 49 49 47 42 47 46 46 46 46 " 39 44 45.� as 85 74 79 7979, 7-9 81 81 75 75 75 75 75 It 78 71 71 71 71 71 74 74 68 69 68 68 68 71 71 66 66 66 66 66 69 68 63 63 63 63 63 Array Edge 71 75 64 69 69 65 % 71 71 65 65 65 65 65..: 69 68 62 53 27 of 31 Maximum Rail Spans (inches) 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Ed 45 t. 6. Array Edge 79 n 73 73 73 73 73 75 75 69 69 69 0 69 72 72 &B 66 66 U 68 63 63 63 63 63 66 66 W W ED W W 63 63 57 57 57 7 " , A== 74 74 67 6 67 W W 74 71 64 64 64 55 55 74 67 fit 61 61 51 51 74 64 57 57 57 4 49 74 62 54 54 54 45 45 73 59 51 51 51 43 43 OW 74 65 57 57 57 49 48 74 61 53 53 53 45 45 73 59 49 49 49 42 42 70 54 46 46 46 35 39 67 52 44 44 44 37 37 48 41 41 41 34 34 Array Mt 70 70 70 61 01 61 56 67 67 67 57 57 57 5Z 64 64 64 53 53 51 48 61 61 61 50 50 50 45 58 58 5�� 47 47 47 43 54 54 54 44 44 44 40 7W20 Array Edge 61 61 6i 50 50 50 46 57 57 57 46 46 46 41 53 53 53 43 43 43 39. 50 50 50 40 40 40 37 47 47 47 39._ 38 39 33 44 44 44 36 36 36 30 A.-, 1,= -,'1 70 18 65 55 65 Ed, 74 74 74 62 62 62 60 70 70 70 58 $8 58 56 67 67 67 55 55 55 52 64 64 64 51 51 51 49 62 62 62, 49 48 48 46 0 20.27 67' 67 67 55 55 55 53 64 64 64 51 51 51 Asr 61 61 Ed 47 47 47 46 58 58 S$ 44 44 44 43 54 54 54 42 42 40 52 51, 51 35 35 as 38 -YMtaCior 73 73 73 73 70 6 70 69 69 69 69 66 62 66� 66 66 N 6f, 63 59 0 63 63 63 63 61 54 61 60 60 60 60 57 51 57 57 57 57 57 54 48 54 27.45 Array Edge 63 Sa 63 61 61 55 61 60 0 W W 57 51 57 56 56 56 56 53 47 53 52 52 52 SI SO 44 50 49 0 45 49 47 42 47 46 46 46 46 44 31 44 'A.� 'Edg. " 85 7' 79 n 79 7�1 91 - 75 75 75 75 75 79 7$ 71 71 -n 71 71 74 74 68 68 E8 69 68 71 71 66 66 66 66 66 fA 68 153 63 63 63 T3 as 75 75 0 . . . . 71 71 65 65 6S 65 65 68 69 62 62 62 62 62 65 6S 59 59 59 59 59 62 62 56 56 56 56 56 60 60 53 53 53 54 53 Array l—w, 68 68 a 68 68 68 68 W R a 68 68 68 68 68 68 68 U 64 64 68 68 W 62 62 58 68 66 66 66 59 59 68 68 64 64 55 55 0.7 Arrayd,, 68 69 68 68 U 6 U 60 68 66 66 66 58 58 68 68 63 63 63 54 54 67 W W W 51 51 68 56 56 56 48 N 61 53 53 53 45 45 Array Interior 70 70 70 70 70 %0 11 70 70 70 69 69 69 65 70 70 70 66 66 66 6 70 70 70 63 63 6 59 69 69 69 60 0 0 55 67 67 67 57 57 57 52 7.20 ".y Edge 70 70 70 63 63 53 59 63 69 69 55 66 66 66 56 56 51 63 63 63 52 52 52 60 W W 49 49 49 45 57 57 57 " 45 46 42 Array 73 73 73 73 73 73 73 73 73 73 73 73 73 72 73 73 n 70 70 70 68 73 73 73 67 67 67 65 73 73 73 64 64 63 72 72 72 62 62 62 60 B 20.27 0.,,.y Edge 73 73 73 67 67 67 65 73 73 73 64 " 64 62 72 72 72 61 61 61 59 69 69 69 57 57 57 55 67 67 67 54 54 52 64 64 64 52 51 51 49 T, �� 84 84 . 93 77 83 U 82 82 82 79 73 79 78 78 78 78 75 70 75 75 75 75 75 72 67 72 72 72 72 72 0 sa 69 0 0 Es 69 67 62 67 271.45 Array E., 71 71 15 11 11 17 72 71 71 71 71 19 64 0 E. 61 68 68 66 11 " El 11 El El El 17 13 12 12 12 12 ED 54 W 60 60 W . 57 51 SJ Array —iol 100 IW 94 94 95 95 89 89 89 W 89 91 91 85 95 85 85 85 N 88 91 91 91 81 81 84 84 78 78 78 78 78 81 81 75 75 75 75 7 45 fo 60 Array fdsa 88 8882 :4 2 V 82 V U U 78 78 78 78 78 N SO 74 74 74 74 74 77 77 71 71 71 71 71 74 74 68 68 68 68 68 71 71 65 65 65 65 65 11 11 68 11 68 61 63 0 68 17 67 67 60 60 68 68 64 64 " 56 56 68 GB 61 61 61 52 52 69 65 59 59 59 49 49 W 63 55 55 55 47 47 Ot.7 = 58 69 62 62 62 53 53 68 Es 58 58 58 49 49 68 62 54 54 54 As 46 68 59 5%0 43 43 68 55 47 47 47 AD 40 67 52 45 45 45 38 38 70 70 70 6S 6565 61 70 IQ , 61 6 61 57 67 67 67 58 53 58 51 64 64 64 S4 54 54 45 62 62 62 51 5 51 46 55 59 59 48 48 49 44 7.20 =r 65 65, 65, 55 55 55 SO 61 fil 61 51 51' 51 46 58 58 47 47 47 43 54 54 54 44 44 44 40 51 51 51 41 41 42 ag 48 48 48 39 39 39 _3S A-yWev, 73 73 73 69 69 0 67 73 73 73 65 65 65 64 72 .58 71 72 62 62 62 61 71 71 71 W ED 60 57 6$ 68 rA 56 56 56 54 66 " fiGe 53 53 53 5 WP4 c 20ta27 A,,.y UP 71 71 71 W W W 53 69 68 R 5S 55 55 53 15S 65 ES 52 52 52 50 62 62 62 49 49 As 46 551 59 59 45 45 45 44 _56 56 56 41 43 43 41 Arc y InWfior 77 77 77 77 74 69 74 73 73 73 73 70 65 70 70 70 70 70 67 62 67 67 67 67 67 64 5964 64 64 64 64 62 56 62 61 61 61 61 55 53 59 27.45 Amoy EIfV 67 S7 6 67 64 W 64 " 64 64 64 61 55 62 i61 61 fil 61 59 52 58 57 57 57 57 54 49 54 54 54 54 54 51 45 51 51 51 51 51 49 43 48 A"Yh""" 90 W " " " " 84 W 86.:.n n 79 79 79 r82 8Z 76 75 76 76 76 79 79 72 72 72 72 72 75 75 69 65 69i 69 69 71 73 V 67 67 67 45 W 60 Array Edg. 79 79 73 73 73 73 73 75 75 69 69 69 69 69 72 72 66 66 66 66 66 6869 63 63 63 63 63 66 66 60 60 60 60 60 63 63 57 57 Sj 57 57 tnterior 70 7067 67 67 ED 60 70 7064 6464 55 55 70 67 61 61 61 51 51 70 64 57 57 57 48 Q 70 62 54 54 54 45 45 M 59 51 51 52 43 43 0.7 Array Edge 70 65 57 57 57 48 48 70 61 53 53 45 45 70 58 49 49 49 42 42 69 54 46 OS 4b 39 39 67 51 . 44 . 37 37 64 Q 41 41 42 U 34 Array Ida,b, 70 70 70 61 6161 11 1 1 657 _53 57 57 57 52 64 64 64 53 5 4853 61 61 61 50 SO 45 58 58 58 47 47 47 43 54 54 44 44 40 7.20 Array Edge 61 61 61 50 50 50 � 57 :77 46 . 46 Q 53 13 13 43 43 43 39 50 50 50 40 40 AD 37 47 47 47 38 38 U ' 44 44 " 36 36 36 30 Array interior 75 75 75 6: 11, 61 13 74 74 74 12 1�1 10 7�1 71 70 5s . 18 11 �7 67 67 11 13 15 1�1 64 64 64 51 51 51 41 52 U . 48 46 D 20to27 -a, Edge E, ., , 55 S3 64 64 'l 5 :1 49 61 fil , 47 47 58 58 aa 4 54 54 Q 42 Q 40 51 51 51 39 39 39 39 —a, M.,w 73 73 73 73 70 65 70 69 69 69 69 66 62 66 66 % 66 66 63 58 63 63 63 63 63 61 54 61 W W W W 57 51 57 57 57 57 57 54 48 54 27,.45 Array Edge I 11 13 61 11 ' "t 6' 60 Ed 60 57 52 57 56 56 56 56 53 47 53 52 52 5252 50 44 49 49 49 49 47 42 47 46 46 46 44 39 44 t179 M - 7� 75 1�5 71 IS M Is 71 71 71 1� 11 14 . . Ad . . E. 7� 7� . . . . E. _16 - - 633 6 63 63 63 45 . 60 Array Edge I ]5 75 69 69 69 9 EE 7� 71 E, 65 65 U 62 62 52 62 62 65 65 _59 62 62 5�_ 56 56 56 Ec 5 53 53 53 53 29 of 31 Company Feb 19, 2021 Designer 06:43 AM Job Number: Checked By: Section Information: Material Type = General Shape Type = Arbitrary Number of Shapes 1 Basic Properties: Total Width 1.575 in Total Height = 1.575 in Centroid, Xo 0.000 in Centroid, Yo 0.786 in X-Bar (Right) = 0.787 in X-Bar (Left) 0.787 in Y-Bar (Top) = 0,788 in Y-Bar (Bot) = 0.786 in Max Thick = 1.575 in Equivalent Properties: Area, Ax T = 0.373 in A 2 Inertia, Ixx = 0.151 inA4 Inertia, lyy = 0.100 inA4 Inertia, Ixy = -0.000 in A 4 Sx (Top) 0.191 in A 3 (Bot) = 0.191 inA3 —Sx Sy (Left) = 0.126 in A 3 Sy (Right) = 0,126 in A 3 rx = 0.635 in ry 0.516 in Plastic Zx 0.222 in A 3 Plastic ZY 0.180 in A 3 Torsional J <No Calc.> As-xx Def 1.000 As-yy Def = 1.000 As-xx Stress = 1.000 As-yy Stress = 1.000 C:\RISA\SectionProjectl ----------------- X momentum SOLAR 11/17/2022 City of Zephyrhills Re: Permit revision: ELECMISC-004942-2022 Dear Plans examiner: Please find included within plans documenting revisions to the approved permit ELECMISC-004942-2022 for 6575 Cobble Bliss. The changes are as follows: Inverters changed to IQ8PIus; fuses changed to 25A; now two circuits. Please contact our team below if you need anything further to review the changes to the project. Sincerely, Julia frbanski 321-247-6073 3096 B Hamilton Blvd. South Plainfield, NJ 07o8o M: 732.902.6224 W: momenturnsolancom INFORMATIONSYSTEM INVERTER ENPHASE IQ8PLUS-72-2-US RACKING « ECOFASTEN CLICKFIT RAIL RACKING Sul SIZE ( ) .yam LOCATION « ♦. « ♦ # •* ti * r X ai a s � � •• sX s •► �Li lXl SOLARK"OOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE .WOL11WAllft#. « «« s .� r #1:40441 + _ * * •t* r11111 11 11 115i►• +r *# ; ftlift « t 4 X � t ♦ � r s SPEED TOPOGRAPHIC WIND REGION BORNESPECIAL WIND DEBRIS IJ DESIGN CATEGORY CLIMATESEISMIC Ll WIND EXPOSURE r I�r '..� [' OR*� FBC, RESIDENTIAL 2020 TABLE301.2e ,3 WIND SPEED CONVERSIONSO V,,IF 110 115 120 130 140 150 100 170 10 190 200 VaSd 35 89 93 101 103 116,1241132 139147 155 For SI: 1 mile per hour = 0.447 m/s. a. Linear interpolation is permitted HANWHA Q.PEAK DUO , 365 WATT N40DULE ♦ ♦ j Ilt *� I COVER PAGE ATTACHMENT DETAIL Y ROOF LAYOUT Y ELECTRICAL ��ELECTRICAL CONT. EQUIPMENT LABELS ■ ��■,�1IIIII BILL OF MATERIALS MODULES 15 INVERTERS 15 L-FOOT ATTACHMENT W/ RT-MINI 32 168"° RAILS 7 SKIRTS 0 ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 25A FUSES 2 25A BACKFEED BREAKER 1 SOLARmomentum Ro CUSTOM SOLARrD.B.A.O�Ii[11 SOLAR 325 HIGH STPEET, METUCHEN, NJ 08840 0 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO FL, 32819 t 365 15 INVERTERS: t, :P �r! ' COVERI��l�PAGE PER MODULE INSTAU-ATtON MANUAL SECTION A -A 0.79 1.1 1,57 1 1 1.50 140-03 [38.01 236 [70-1] -T- -4�1(- DETAIL C DETAIL D FRONT VIEW SIDE VIEW SCALE 1 :6 SCALE 1 :6 L-FOOT L-FOOT 1 1.57 — [40b] FRONT VIEW RAIL C� INNOVATIVE mouff"" 27571061 CLICKFIT COMP SHINGLE I-- xx-xx—x—x--X—X—X---1 RT-MINI is suitable for mounting any rail system with a conventional L-Foot. Dual bolt design: M8 or 5/16" for L-Foot & 1/4" for EMC 1CC ICC ESR 3575 Call Now for more details 858-935-6064 E-'Y tap%urQ 114" He. 809 rf Fiat hp for MBW 16" He BON Engineered to ASTM D 1761 -,— &ftA. fl, --, ,, vl-d PAT: PENDING Aps MINI baite: 20 ea. Screw: 40 ea. Extra RT-Butyl: 10 Optimal item 5Xat4 a0M-04-S0sW) iM—ISeq 5116' Hex bott, washer & nut set RT—), 10D e 9 RT-ButtdRT2-044KMT) 10eaBo. R i -Sutyis Roo! Tech flexfNe fiashma. u£eu t�? 700,000 restdentSl PV for th.Iast 24ywars It 4s the first PV mo.nt,,,q svpn evth Ple.iW,, Fla�h,, b, the tCC Metal Flashing Retrofit Fieldbte Flashing Shedding water? 100% Waterproof ICC ESR-3575 ASTWI40testing UVtesting (7500hrs. ) Dimensions in (mm) 3112 (W 1 2 (50) L Rafter installation Deck installation P.E. Stamped Letters available at —roof-tech—dsupport momentum SOLAR I PRO CUSTOM SOLAR LLC D.B.A. MOMCnM SOLAR 325 HIGH STREET, METUCHEN N 840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING 'N '441 S AT OF 0 ///SIONAV- //11111110 CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 ADAM SCOTT - MS109423 5,75 BL ZEP" MHILLS,. T3541 6106594608 BLK-G10+ 365 15 INVERTERS: ENPHASE 108PLUS-72-2-US SCALE: 3/32" = V-0" lammfisusm A DISC LSpj(jD ELECTRICAL EQUIPMENT NOTE: 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS, W1.46UZ AZ (ROOF AREA a LANDSCAPE MAX PORTRAIT MAX CANTILEVER CANTILEVER 0 16 /10 /10 16 /10 /10 momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A, MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAP.COM PROFESSIONAL ENGINEERING -n 0 n rn gT F- OE 40RID m M IC)NAU M DRIVEWAY TOTAL SQUARE FOOTAGE OF ROOF: 3673 SOF SQUARE FOOTAGE OF SOLAR ARRAY:289.42 SQFT CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 18" RIDGE SETBACK SHALL BE REQUIRED 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 SYMBOLLEGENDIII DAM SCSCOTgillT - MS109423 Fl/A3541 HIL ZEP14 HILLS, M MAIN SERVICE PANEL l 6106594608 - —7� 4114MRIAL-I SU.-PANE ��015 SYSTEM SIZE (DC ): 5.475 KW MODULES: HANWHA Q.PEAK DUO IIIIII� IIIIIIII,I 'BLK-GlO+ 365 ; 15 INVERTERS: ENPHASE � . C[81PLUS-72-2-US L AC DISC AC DISCONNECT PIPE VENT F-C UTILITY DISCONNECT FAN SATELLITE DISH PR03ECT INFORMATION ElLOAD CENTER - INITIAL DATE: 11/14/2022 DESIGNER: KIL FIRE SETBACKS REV: DATE: DESIGNER: MIN 3'XTGROUND ACCESS REV: DATE: DESIGNER: POINT IqROOF HNEMA 3R BOX W1 ENVOY-S r -c-1 COMBINER BOX LAYOUT rj MODULE PITCH DIRECTION ZONE LINES. REFER TO -2 ADDITIONAL INFO PV WIND PRESSURE PV-2.2 FOR PV MODULE RATINGS INVERTER RATINGS VOLTAGE DROP CALCULATIONS -M0DULE R , /V momentum Q.PEAK DUO IQ8PLUS-72-2- WIRE RUN V.P I.P R L (FT) VO % VO WIRIi'SjZE MODEL BLK-G10+ 365 MODEL us SOLAR BRANCH TO 7-BOX 240.00 9.68 1.98 52.67 2.019 0.84% 12 A MAX POWER 365W MAX OUTPUT POWER 290W PRO CUSTOM SOLAR LLC D.S.A. MOMENTUM SOLAR ( ]-BOX TO LOAD 32S HIGH STREET, METUCHEN, N3 08840 OPEN CIRCUIT VOLTAGE 41.21V OPEN DC VOLTAGE 60V CENTER 240.00 18.15 1.24 50.00 2151 0.94% 10 AWGi (732) 902-6224 MOMENTUMSOLAR.COM MPP VOLTAGE 34.58V NOMINAL AC VOLTAGE 240V LOAD CENTER TO AC H'ORT CIRCUIT CURRENT 11.07A MAX AC CURRENT 1.21A DISCONNECT 240.00 22.6875 1.24 3.00 0.169 0.07% 10 AW611' PROFESSIONAL ENGINEERING MPP CURRENT 10.56A CEC INVERTER EFFICIENCY 97% AC DISCONNECT TO 240.00 22.6875 1.24 10. 00 0.563 0.23% 10A INTERCONNECTION W� �NUMBER OF MODULES 15 NUMBER OF INVERTERS 15 UL1703 COMPLIANT YES 1111703 COMPLIANT YES kEAI�ER NEC 705.12(B)(2)(3)(b) 120% RUL \ E UB PANEL # OF MODULES PV B PER BRANCH THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 (1,25 x INVERTER OUTPUT) + MAIN OCPD� BUS RATING x 1.20 REAKER SIZE FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE UPT016 20A 18,15) FSEC CERTIFICATION STATEMENT: 4* 15 HANWHA Q.PEAK DUO BLK-G10+ 365 365W MODULES PAIRED WITH PER FL. STATUE 377.705 , I, MINA A. MAKAR PE# 86753, CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER 15 ENPHASE IQ8PLUS-72-2-US MICRO -INVERTERS LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV Z_ ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE00 &4ti OF DESIGNED AND APPROVED USING THE STANDARDS CONTAIkED BASE 0 IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING "1 CODE. FBC 2020 BRANCH CIRCUIT A EXISTING SQUARE D ONAU \J MICRO -INVERTERS BRANCH CIRCUIT B UTILITY 225A SUB PANEL 240 V f 8 MICRO -INVERTERS METER GRID ENPHASE80A + AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC DISCONNECT < SOLAR CONTRACTOR 200A CAMERON CHRISTENSEN 8 25 25A CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5 728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 A/15A BREAKER CUSTOMER INFORMATION MANUFACTURER I ... r � =7�; MS109423 UZR 1 OA/1 5A BREAKER POWER ADAM SCOTT ROOF TION (MANUFACTURER 25A F =GROUND ,---6575 OB8 BLjS5`___1.1'. \ SUPPLIED FOR ZEPRYHILLS"rL,3541 I BOX 2A-B 3 3 EXISTING 200A I TERMINATION CAP ENVOY) 6106594608 INSTALLED ON 20A BREAKER (A) METER MAIN PV SYSTEM INFORL4ATION END OF CABLE 20A BREAKER (B) 200A BREAKER 1SYSTEM SIZE (DC): 5.475 KW 15 MODULES: HANWHA Q.PEAK DUO BLK-G10+ 365 15 INVERTERS: ENPHASE 1Q8PLUS-72-2-US 7—-7te Temp. 7ondiaiit Ground Group d W Wire Temp. Wire Derated Inverter NEC Design d W' el iT ire Tag Conduit Wire Qty Wire Type t Qt NOC (A) Gauge Rating Arnpacity (A) Derate Fill Derate Ampacity (A) Qty Correction Current (A) Size Type\,, 880 8 1 1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0.96 1 T2&80 8 1,21 1.25 12.10 12 AWG Trunk Cabil PROJECT INFORMATION INITIAL DATE: 11/14/2022 DESIGNER: VJL 2A 10 AWG THWN-2 75°C 35 0.96 26,88 7 1.21 1.25 10�59 3/4" PVC 4 0.8 — 08 AWG THWN_:�,,, REV: DATE: DESIGNER: 26 Type el C Trunk _abl� L7 2B 10 AWG THWN-2 75°C 35 0.96 26,88 8 1.21 1.25 1210 REV: DATE: DESIGNER: 3 3/4" PVC 3 + G 10 AWG THWN-2 75°C 35 0.96 1 33,60 15 1.21 1,25 22,69 1 08 AWG THWN- THREE LINE DIAGRAM 7_ -3 LEQ��MRE N NOT. R R& �A PN�0�5�6 IN PV i BASED1. ALL CALCULATIONS FOR VOC, VMAX, IMP AND ISC HAVE BEEN CALCULATED USING THE MANUFACTURED STRING CALCULATOR ON COEFFICIENTS. WIRE.2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER # # = t1 = 1 # = d m.__'iltt#Tiwar: rr#11 Ci? sa T: i' : r7T_F+`7nZiPliii�.y13��. �I</ , :4111I41111zmt17 6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATASHEET 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(B) 11. PER NEC 690.13,690.15, PROVIDE WHERE TERMINALS OF ENERGIZED IN THE OPEN POSITI011 SIGN SHALL :D *WARNING - HAZARDELECTRIC SHOCK DO NOTs O EQUIVALENT. 12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER NEC 250.24(C). 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING ELECTRODE SYSTEM PER 250.54(D). 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20. METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21, UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. LOCATIONS24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET PER NEC ARTICLE t, 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF THE SPACE. NEC r 28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV SOURCE CIRCUITS. 690.6. 30NO TERMINALS SHALL BE ENERGIZED fN THE OPEN POSITION IN THIS AC MODULE SYSTEM 690.13, 690.15, sit r WARNINGS32. ALL WARNING SIGN(S) OR LABEL(S) SHALL COMPLY WITH 2017 NEC ARTICLE 110.21(B). LABEL ADEQUATELY WARN OF `D AFFIXED. LABELS SHALL BE PERMANENTLY TO THE EQUIPMENT,AND LABELS REQUIRED SHALL SUITABLE#• THE ENVIRONMENT. * #r #_LTAGE CONDUCT15R CONDUCTOR RATING *NGE MAIN RANGE * r FIGURE 1: ADJUST CONNECTOR ...#..s NUT TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE # THE CAP SHEATH FULLY 1 INSERT THE MAIN WIRE, IF THERE ARE # LAYS OF • LAY IN THE MAIN CABLE,* STRIP + CERTAIN INSULATEDLENGTH OF THE FIRST LAY FROM INSERTED ; r HAND,4. TURN THE NUT BY AND FIX THE SPANNER.CONNECTOR IN SUITABLE LOCATION. 5. SCREW THE NUT WITH THE SLEEVE 13SCREW THE NUT CONTINUALLY UNTIL THE TOP PART IS tl AND DROPPED # t momentum SOLAR: i PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 224 a Srj ,.0 q muq mill i ui� l� PROFESSIONAL ll+i# ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL 32819 ADAM SCOTTr, rHILLS, .43541 6106594608 i t r s * f •= [Off 11127MITM-11 I I , , is our proprietary application -specific integrated circuit (ASIC) which enables the 55nm technology with high speed digital logic and has super -fast response times 4,nergy systems, Part of the Enphase Energy System, 108 Series 108 Series Microinverters redefine reliability Microinverters integrate with the Enphase 10 Battery, standards with more than one million cumulative Enphase 10 Gateway, and the Enphase App monitoring hours of power -on testing, enabling an Industry - and analysis software. leading limited warranty of up to 25 years. Connect PV modules quickly and easily to IQ8 Series 108 Series Microinverters are UL Listed as Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play IVIC4 connectors. various regulations, when installed according to manufacturer's instructions. @ 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ8 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. Easy to install Lightwaism-OA4 plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -wire cabling I #TWPrr%nM.QWMV�1 Produce power even when the grid is down* U9,r6 t�?iii tcymyl?,tK% hours of testing Class 11 double -insulated enclosure powered PV modules Microgrid-forming - Complies with the latest advanced grid support" —Ratm V tzv�-Uqnnoft-t�X40&34 #,r the latest grid requirements Configurable to support a wt. range of grid profiles Meets CA Rule 21 (UL 1741-SA) requirements Only when Installed with 10 System Controller 2, meets UL 1741.108H-208V operates only In grid -tied mode. 108 Series Microinverters supports split phase, 240V. IQ8H-208 supports split phase, 208V only. IRMO M- ky, Commonly used module pairings' w 235-350 235-440 260-460 295-500 320-540+ 295-500+ Module compatibility 60-rell/120 half -cell 60-cell/120 half -cell, 66-cell/132 half -cell and 72-cell half -cell MPPT voltage range v 27-37 29-45 33-45 36-45 38-45 38-45 Operating range V 25-48 25-58 Min/max start voltage v 30/48 30/58 Max input DC voltage v 50 60 Max DC currents [module Isc] A 15 Overvoltage class DC port 11 DC port backfeed current mA 0 PV array configuration In lxl Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 1: 1 ill! ill 1,11:1, 11 1: 1,11111 !III El 1111 1 111111 lij 1 Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal (L-L) voltage/irsil v 240 f 211- 264 208 /183 - 250 Max continuous output current A 1.0 1,21 1.35 1.45 1.58 1.73 Nominal frequency Hz 80 Extended frequency range Hz 50-68 AC short circuit fault current over 2 4.4 3 cycles Arms Max units per 20 A (L-L) branch circuit' 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port Ill AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable) 0.85 leading - 0.85 lagging Peak efficiency % 91 97.6 97.6 97.6 91 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97 Night-time power consumption mw 60 110111111,1131111 ill MIN Ambient temperature range -40°C to +60°C (-40°F to +140°F) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD) 212 mm (8.31 x 175 mm (6.9") x 30.2 mm I Weight 1.08 kg (2.38 lbs) Cooling Natural convection - no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating pill iiiiiiiia 1; lilgiiii; lign lill ;ill! NEMA Type 6 / outdoor CA Rule 211 1741-SA), UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class 8, ICES-0003 Class B, CAN/CSA-C22.2 Na 107.1-01 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C221-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according to manufacturer's Instructions. (1) The IQ8H-208 variant will be operating in grid -tied mode only at 208V AC. (2) No enforced I ratio. See the compatibility calculator at https://Iink.enphase.com/module-,compatibility (3) Maximum continuous input DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5) Limits may vary. Refer to local requirements to define the number of microinverters per branch In your area. 108SE-DS-0001-01-EN-US-2022-03-17