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HomeMy WebLinkAbout23-7218Issue Date: 11/13/2023 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, 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. _ PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER DocuSign Envelope ID C6196B5A-626E-413B-9032-5AB377CCC1AE Fax-813-780-0021 hills Permit Application Building Department Date Received 11/13/2023 Phone Contact for Permitting 1( 727 294 -- 7218 Owner's Name Owner Phone Number (813) 782-1621 1/24 Applegate Drive, zephyrhills, FL Owner's Address 133540 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 7242 Ap-pTe—gate Drive, Zephyrhills, FL 33540 12 JOB ADDRESS LOT SUBDIVISION Alpha Village Estates PARCELID# 131-11-21-0050-00000-0120 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F__J ADD/ALT SIGN DEMOLISH E INSTALL [:] REPAIR PROPOSED USE SFR E] COMM OTHER I solar panel installation TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL DESCRIPTION OF WORK Installation of PV solar panels on rooftop. BUILDING SIZE So FOOTAGE HEIGHT =BUILDING VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 40,416.00 AMP SERVICE FX__J PROGRESS ENERGY W.R.E.C, =PLUMBING =MECHANICAL $ J VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING [::] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License # ELECTRICIAN COMPANY Freedom Forever FL, LLC SIGNATURE REGISTERED V2 N_J FEE CURREN LW N_J 7 Address 12010 51 st Ave E/Palmetto FL 34221 License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURRIENY / N Address License # F MECHANICAL COMPANY SIGNATURE REGISTERED Y / N FEE CURREN L N Address License # OTHER COMPANY L�� FEE CUR�REN��� SIGNATURE REGISTERED Address License # RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite. Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster ' Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wt Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new 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 $2600, a Notice of Commencement is required. (AIC upgrades over $7600) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW DocuSign Envelope ID C619665A-626E-413B-9032-5AB377CCC1AE %hills Permit Application Building Department Fax-813-780-0021 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterMastewater 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. FederalAviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F.S. 1,17.03) A1 OWNER OR AGENT bscri d nd savor o a fi metreffme M' I b qil 1A o is are ersona now1h o me or has/Indve prod as identification. Notary Public —Notary Public (0 Commission No. Commission N I �:KVI,LF_ Name of Notatry tyei d, printed or stamped Name of Notary typed, printed or stamped - KYLE KING SIERRA C GRAY Notary Public - State of Florida Commission # HH 114656 My Comm. Expires Apr 6, 2025 Bonded through National Notary ASSr_ 110, RUN CORP November 7, 2023 Dear Whom.It May Concern, Project Name " THOMAS CURLEY, 7242 APPLEGATE DRIVE, ZEPHYRHILL S, FL 33540 Installation of a 12,705 kW (DC) Rooftop PV Solar System Per Florida Statute 377-705 (revised 7/01/201 7), 1, Joungho Choi, P. E- a licensed engineer pursuant to Chapter 471, certify that the PV electrical system and electrical coanponents are designed and approved using the code requirements and standards contained in the Florida Building Code, Ifyou have any queqtions regarding this project, please feel free to contact me. Joungho Choi, P,E. joung' am Project Address: CERTIFICATION LETTER THOMAS CURLEY 7242 APPLEGATE DRIVE ZEPHYRHILLS, FL 33540 Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, 2018 [ERC/IBC/IRC, ASCE 7-16 and 2018 NDS Risk Category = 11 Wind Speed = 145 mph, Exposure Category C, Partially/Fully Enclosed Method Ground Snow Load - 0 psf Roof 1&2: 2 x 4 @ 24" OC, Roof DL = 7 psf, Roof LL/SL = 20 psf (Non-PV), Roof LL/SL = 0 psf (PV) To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof, The structural review applies to the sections of roof that Is directly supporting the Solar PV System. Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufactures specifications and to meet and/or exceed the requirements set forth by the referenced codes, Sincerely, NG6 E No 6636 AT OFF la- z-� 0 R VD. ......... W- im if 100 yl) , P i j �, Z, d_ a C a. n' a nfI 2Q, ""�'l " 0(']� 1 ", n '- " 3 111k�'V y 115 lul Mk W'�&M RESULTS SUMMARY '=da4 i"'y'-p.r, bosed c,'- fh� o�, ivrpon ttwal t �lo- been o'no"ll"'is, ot t h i" -vo t 4", r r U k buset"! cvi the s te a'a c?, o,o,,odt -ea' W for roof �,oryong �,,uopw,"Jnq thu-, Pv inst'Jr'rtion rp "n�n,el n the d' t an ulej Uc'i qeoc,,:iwy "-"fi is s o" AllPr ' Tno--dule,.s, ur,,d compiijw, tto and ifrs-mW o` uu,4 c""nc" t:,i, co tor"', Trlwe vv i a i,,, ("I Ihn't ovn- no, a(, e�scc', e "'ite -,m- ev, Pnof to cozyimw-,-�,cinc q V,e 4 tlhi,! ex�stim-,, tkxo" of Ovork, the Pv u*toi -f-should vet 0-fe En', ,�ecr -,,)f R,,,,c,, u ilie irstoller s) Oj, il !0? arn, to eM 4 Ij) wat",� dom,"'c'e, ,,fc. "ori"'I inforrrl 'h,', ne of o," e,-Ow� h e, u ol okm,,r, thi,, P�me of l7ove r1c,"'t hicie'c", r� tlhz� c"! "Ll Anv i- �uo ,,tar V'V Pe clf P i'vork rmi, y` 0 tt? , On�es�� '-st"'Ch --Ooingk, 'id4itior?, op cheiff,tio'2 is I , omiv- nc�-,-, an mvritl,,'g tiv te rd" 'D .... ... Id E2 P- REDUCED ROOF LIVE LOAD (Lr) Roof Live Load Lo = 20.00 psf Member Tributary Area At < 200 ft' Roof 1&2 Pitch 19' or 4/12 Tributary Area Reduction Factor RI = 1.00 Roof SloDe Reduction Factor R2 = 1.00 SNOW LOAD Ground Snow Load Pg = 0.00 psf Effective Roof Slope 19, Snow Importance Factor Is = 1D0 Snow Exposure Factor Ce = 1,00 Snow Thermal Factor Ct = 1.10 Minimum Flat Roof Snow Load of -min = 0,00 psf EXISTING WITH PV PANELS Roof Dead Load (DL) = 6,70 1230 psf Roof Live Load (Lr) = 2U0 0,00 psf Roof Snow Load (SL) = 0.00 0100 psf EXISTING WITH PV PANELS (DL + Lr)/Cd = 2136 14,11 psf (DL + SL)/Cd = 5.83 11,04 psf Maximum Gravity Load = 21.36 14,11 psf EEHZM2�����M 1', 1111111,11111• 111111, 11;1!11�1111111 ill I I! I I Ill I ,,,�",p✓" Om 2 0'-� C in, f- SITE INFORMATION Ultimate Wind Speed = Roof Pitc Risk Cate ry = Roof Type Exposure Categ Velocity Pressure Exposure Coefficient, Kzs. Mean Roof Height Topographic F -------Solar Array Dead Lo W.ind Directionality Factor, Kd Ground Elevation DESIGN CALCULATIONS Wind Velocity Pressure, qh Solar Array Pressure Equalization Fac or, ya Wood Screw x 2" Embedment Array Edg� FactW, y Max, X - Spacing (Zone I & 2e) Max. Y - Spacing (Zone I & 2e) Exposed Con ition Max. X - Spacing (Zone 2n - 3e) Max. Y - Spacing (Zone 2n - 3e) Spacing (Zone r) Spacing (Zone 3r) it i UPLIFT PRESSURE PULLOUT FORC ORAN,= 911 NOTE, ® Wind calculation is based on ASCE 7-16, 29A - C&C, LC 3#7: 0.6DL + 0.6WL is used, S ald LEGEND: CHIMNEY PIPE VENT M U MODULES CONDUIT SETBACK AC AC DISCONNECT 2 JUNCTION BOX HINVERTER MAIN SERVICE PANEL ROOF PLAN 1 ) SCALE, 1/8 1 o" TOTAL ROOF AREA: 2124 SQ FT TOTAL ARRAY AREA: 678.03 SQ FT ARRAY COVERAGE: 31.92% SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS ROCKIT SMART SLIDE POINT -LOAD: 29.81 LBS NOTES: t EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULI 3. JUNCTION BOX IS MOUNTED TO THE RAIL. ROOF AREA: 2124 SO FT CLIENT: THOMAS CURLEY 7242 APPLEGATE DRIVE 7PPHYPHII 1,�, 33540 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 325 901784 APN: 35-25-21-0050-00000-0120 PHONE: (813) 782-1621 EMAIL: TIMFLA53@AOL.COM SYSTEM: SYSTEM SIZE (DC); 33 X 385 = 12.705 kW SYSTEM SIZE (AC); 10.000 kW @ 240V MODULES: 33 X JINKO SOLAR: JKM385M-6RL3-B OPTIMIZERS: 33 X SOLAREDGE S440 INVERTER: SOLAREDGE SEICOOOH-USRGM [Sill f reedom- FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: G R PGO VE 81R5 i GIGHR CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR F-CI3008056 ROOF PLAN WITH MODULES LAYOUT JOB NO: I DATE DESIG N-- E--D-sy: SHEET: 387 f XW I PV-2A TOTAL ROOF AREA: 2124 SQ FT TOTAL ARRAY AREA: 678.03 SQFT ARRAY COVERAGE: 31.92% SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS ROCKIT SMART SLIDE POINT -LOAD: 29.81 LBS ROOF AREA STATEMENT ROOF MODULE QUANTITY ROOF PITCH ARRAY PITCH AZIMUTH ROOF AREA ARRAY AREA ROOF 1 28 1 19 270.02 94427 SQ FT 575.3 SQ FT ROOF 2 5 19 19 90,02 866.72 SQ FT 10273 SQ FT ---- ---- ---- SQ FT SQ FT ---- ---- ---- __®- ---- SQ FT SO FT ---- SQ FT SQ FT ---- ---- ---- SQ FT SQ FT ---- ---- ---- ---- ---- SQ FT SQ FT ---- ---- ---- ---- SO FT SQ FT __®_ ---- ---- __®_ ---- SQ FT SQ FT ---- ---- SQ FT SQ FT tli NGO 7N 96636 ATIO OF 0 q ........... "111111S10NAC;iyv1\\\"' //11011110"00 kilp THOMAS CURLEY 7242 APPLEGATE DRIVE, ZEPHYRHILLS, FL 33540 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 325 901 784 APN: 35-25-21-0050-00000-0120 PHONE: (813) 782-1621 EMAIL: TIMFLA53@AOL,COM SYSTEM: SYSTEM SIZE (DC): 33 X 385 = 12,705 kW SYSTEM SIZE (AC): 10.000 kW @ 240V MODULES: 33 X JINKO SOLAR: JKM385M-6RL3-B OPTIMIZERS: 33 X SOLAREDGE S440 INVERTER: SOLAREDGE SEIOOOOH-USRGM ,sill f reedom- FOPL vfg FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: 1075 0000A)IL305iGHT f ('y CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 ROOF DETAILS JOB NO: I DATE: I GNED BY: SHET; 387149 1116/2023DESIXW I PV_E2B TABLE 1- ARRAY INSTALLATION ROOF PITCH ROOFING TYPE ATTACHMENT TYPE FRAMING TYPE MAXUNBRACED LENGTH(FT.) STRUCTURAL ANALYSIS RESULT PENETRATION PATTERN MAXMAXRAIL ATTACHMENT SPACING (IN.) OVERHANG(I N,) ROOF 1 19 Cramp Shingle Ecofasten Rockit Smart Slide 2x4 @ 24" O,C. 6.08 PASS STACKED 48 16 ROOF 2 19 Comp Shingle Ecofasten Rockit Smart Slide 2x4 @ 24" O.C. 6.08 PASS STACKED 48 16 1. CONTRACTOR TO VERIFY FRAMING TYPE AND MAXUNBRACED LENGTH PRIOR TO INSTALLATION. IF THE ABOVE INFORMATION DOES NOT MATCH FIELD CONDITIONS, NOTIFY ENGINEER OF RECORD IMMEDIATELY, COLLAR TIES OR RAFTER SUPPORTS EXIST, CONTRACTOR SHALL USE RAFTERS WITH COLLAR TIES AS ATTACHMENT POINTS, P2,1NHERE 3. MAX RAIL OVERHANG APPLICABLE FOR RAILED ATTACHMENT INSTALLATIONS. O ATTACHMENT Nam : , -w 1-m 10i L S STAG TAG ERED DETAIL :For Illustration purposes only ZCKS I I�IOUIUT NOOD SCREW WTTH 2" MIN, EMBEDMENT AND FLAT WASHER CLIENT: THOMAS CURLEY 7242 APPLEGATE DRIVE, ZEPHYRHILLS; FL 33540 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 325 901 784 APN; 35-25-21-0050 -0120 PHONE: (813) 782-1621 EMAIL: TIMFLA53#OL.COM SYSTEM: SYSTEM SIZE (DC): 33 X 385 T 12,705 kVV SYSTEM SIZE (AC): 10.000 kW a@ 240V MODULES; 33 X JINKO SO JKM385M-6RL3-B OPTIMIZERS: 33 X SOLAREDGE S440 INVERTER: SOLAREDGE SE10000H-USRGM LSI1j REVISIONS NO. REVISED BY DATE i o.:V @fl- FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: 800}} 385-1075 GRPG f�LBRIGHT { f, CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008066 MOUNTING DETAILS JOB NO: DATE: DESIGNED 3Y: SHEET: 387149 111612023 A.W. PV"3 BACKFEED FUSE SIZING MAX, CONTINUOUS OUTPUT 42.00A @ 240V 42,00 IXET2 E�IW� 160A FUSES - OK �M5W LT—palld-1 IT11- 1 Lj j 6 aJ L Y - -------- -- ",CLARF V12E S441 --J ARF,,;_Y Rl$ p"VIER opMIZFP` ' " PIE INT ERCONNECTION MET HOD SUBJECT TO CHANGE I AC6-01,01,M)c TH'AIN-2 F, —A, c a-, 'W' "E 8,_'E NEVti -r—D ------- - --- ILI �HOTD,- _.elp��­N IRE- IR3R l,P �VVG A',G _�'VN-2 VAG U�_ST 11, N CCNDO E G�" -2 A RL: E Z T I�Ml CONDUT !SBA r MAN MA­ UMUTY CF RGR Qu F4 rr• ptiEo NOIE. CONDUIT AND COND0CTORS ONS ABASE SPECIFICATIRE BA ON MINIMUM CODE REQUIRE"OENTS AND ARE NOT MEANT TO LIMIT UP -SIZING AS REQUIRED B,(FIEL.D CONDITIONS GHO C. E No, 6 8 0 S ATE OF 40RID .......... S/ONAO� L HOMAS CURLEY 7242 APPLEGATE DRIVE., ZEEPHYRHaLLS, FL 3354 c" Adn'j: CITY OF ZEPHYRHILLS U rl[.ITY: DUKE ENERGY METER, 325 9901 784 AP NI 35_25-211-0050-00001,,-0120 PHONE: (8131782-162' EMAIL: sl �FE"'A SYSTEM SIZE tDC) 23 X 385 = I 2,706'WO/ SYSTEM, SIZE (A0 000 kW ea; 240V MODULES.33 X ANKO SOLAR. j0A385M-,9RL3-B OPTRAVERS 33 X SOLAREDGE S440 NVERTER SOLAREDGE SEl0,0004+-IJSRGM REMSED PY f reedom - PREEDOM FOREVER , LLC 2619 CONSULATE DR SWE800, ORLANDO. FL 32819 z cl: 1,8001 38"-1075 GREG fc- _0 LrT RAC T CERTIFED Eilra%MM-­,'-1 C01`47PAGTOR EC, 1*3 IC153 THREE LINE DIAGRAM 387149 1 111612.023 i A, N, � rPIV-4 WIRE SCHEDULE STAP TIIN I i ADIUSTMENT MAXIML STARTING TEMPEWIJURE ADJUSTED AVVIS 'Ll CURRENT 1 ' FACTOR FOR CURRENT RAC E VVA �TOR ALLOVVAB - 1 C ORRECTION CONDUCTOR EQUPMENT CONDW W1 R E APPIL]ED TO MORE THAN3 PPLIED TO QTY, AMPACITY @ 90 1 FACTOR AMPACITY Sl�E_ CONDUCTORS! CONDUCTORO CONDUCTORS 310.15(B)(16) I Iul @ 90-C IN RACEWAY 3110AOB)(3)(a) L_ IN RACEWAY ---------------- ------ i _67c— MODULE TO OPTIMIZER 2 10 40 14,03 36,40 0,91 i 17,53 2 DC op-rim!ZER 1 Tm. O jUNCTIOW10 40 15,00 0,91 36,40 18,75 3 JUNCTION BOX TO INVERTE. 6 10 4 15,00 6,91 0,8 29112 y 18,75 42,00 4 AE— __ —!NVERTER _T0_'_ _____'_AC —DISC—ONNECT 3 1 6 75 1 0,91 1 68,25 52,50 5 AC AG DISCONNEC TO POI 3 I 6 42,00 68,25 52-50 r ---------- CONDUCTOR AMPACITY CALCULAT*NS IN ACCORDANCE WITH NEC 690.& �G H.0 C, �oz rr ENS e 0 860 .9 TE OF 4 0 R V0 NA\ ((M �g �IENT THOMAS GURLEY 7242 APPLPGAI-E DRIVE, ZEPHYRHILLS, FL 33540 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER25 901 784 AP N: 3r�-2�,-2'�;-005�',,-OC,000-Cti""�lI PHONE (813'5782-1621 EIMAIL� TIMFLA53@ I _�AOL.CO%i SYSTEK SVEMCz3 X 385 z 12,705 kW SYSTEM SIZE (AC), 10,000 k%A,@ 240V MODUI ES 33 X ANKO SOLAR: JKhA38SIV-�_RL a-B OPTMAIZERS, 33 X SOLAREDGE S44C INVERTER SOLAREDGE r1sill REVISIONS Q), freedom - 5REEDON1 FOREVER LLCS 2619 CONSULATE DR SUITE SW ORLANDO. FL 32819 Tei: I800) 385,10t>5 2G,REG ALSs"s:;�HT J, C(5NTUA'C-''T -0 R- I-CEN-SjE: CE.'IMFIED ELECTRtCA.L CONTRACTOR CONDUCTOR CALCULATIONS j, _R,,T, E7 3FV!023 E A,W OCPD ..SIZES:_ SERVICE LIST: 00, d 's r. Are 6F W m m ._ ode• �� r 100 € i _MATERIAL LIST: TY, PARS E 33 JPTRiVERS c. PT 13u 440-2 SOLAREDGE S440 € VrEP OPTIMIZER FRAME MOUNTED MODULE ADD ON E "E JGINCT{r`N :..VX RAC 21 049 60OVDi1'r lvbft vil VL. LISTED JUNCTION BOX i— 3 MOUN3£ zG BRACKET RA..-2' 2 1 �UNRA BOSS BOX MOUNTfNG BRACKET $ 6 ELECTRICAL ACCESSORIES UCa 3S 26 A 'EIL ULrl CONTACT MC4 CONNECTORS (FEMALE) � _ m 6 EQUIPMENT ACCESSQRP ES EA-3u0 32T � TAIU� i ,rMUL i CONTA' !;=1C4 CONNECTORS ,{AALE. I _ INVERTERS INtr j:2>-+38 _� h .„: sn00Cn-US [S ' PGM240V R-.VEP�L 741 �AC� NTE_D ARC FAULT man EuN AN R lD SH rWN, ,. ,,,....® - �€ T�JIAS CURLEY --PIN EQUIPMENT AF C? E2 SO �PEDGE CELL IOLE3 242 APP GG�; DRIVE, ZEPYR ,LLB, c, 1 Ih 6AWI_I33540 2 BUSES 3R '3w J6G� FUSE 9 PH 244'IAC Fii-; r''C' OF Z4 t7Y t!^?@LL" 3 ELECiTe'"ICAL ACCESSORIES ' EA- 360 1 i3 IDEAL E +AR 410n t VVG UTI iY GLIKE ENERGY ' S% E', TI"dO 1, ';I`tCI£25BI SVAR.l ELLCl i ry 0050- E „E, APN 3 15 4 C .1 5r FOOTINGS RAC, 26 , 004 M FG: E O FASTED ROCKIT COMP P COUPLING AL ELK. C FO SKU; 201102 i'" _ ., _ _ _ - � PHONE i5 3i , i621 I.„„.._...-__,,:_,.. ,.._,'...e..,..._—..-»..v_..w_�___.__..._�...__..__._�,w____»..w�,.,.._.,.....,,.w.�„�.._...,a._.u._,.�.,..w._..,..�,......„...w,..-m�...,__..._..,...,.-___..,.w._. .._.„..,._..,..._...� i . tgplt.: �iii+rfFLn,.::'�`.nlTi =*"'+ 52 FOOTINGS ING RA,G-2t35-v£)i P O FAS s �3�: t�F" 1 F, A (Et3G GLV BL 6X14,:,° �I G SK, 01202cT„ 9 -" � - ,.. ..,F s to '"kG"sS RACW-265-028 _ Nff-'G ECO FASTEN. SKIRT AL 8LK 35N3 & 40MM A80, MFG S t 2. 90? 2' I _ T'=wO..h GFR -FASTEN —SKIRT E u rFr _'u4 A F c :SYSTEMAYS ti'3 {f--25_C;6 F ; ECC FASTER, F AfE tL" MOUNT S FG 5 204112, d, . SIZE (+ a CGI SYS EMISIZE AC, "G000 kW ;240I 104 SCREW 1.2X3 MODULES 33 XJ11"WO SOLAR: OPTIMIZERS, s X SO ,AREDGE S440 REVISIONS R E V�'� E__ r freedom­ r.:c'. CO'aS EEDOM FOREVER R e : . : --. # , ., t9i:.w F r';-*SUITE sNa, CSsT9JiNki!?, Al 32819 TFE 6. 0} tee, t 5 GREG ALBRIGHT _coNTO EQUIPMENT & SERVfCE LIST d JOB NO I DATE G SI NrCE?' I aE�;. L------- 705,12(B)(2)(3)(b) 690.56(C)1(!)(A_) 11 690,56(C)(3) TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN ENTIRE PV SYSTEM � r_ 69054 TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION, ONLY CONDUCTORS INSIDE BUILDING OR OFF THE ROOF WILL SHUT DOWN N FPA 1! 1 .12,2,1, . 1,11,2 690,15_69054 if you _._._arty questions ab" your rAYe please omi our Oustmer Supoort Team at 81 -557.1 431 or visit Thw "ter PV wou'"was "t"Moad by 1, NEC ARTICLES 690 AND 705 AND I SECTION R324 MARKINGS SHOWN HEREON, 2, ALL MARKING SHALL CONSIST OF THE FOLLOWING: A, UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECT -PLATING. E. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK CARIAL FONT, & ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED, SIGNAGE CANNOT BE HAND-WRITTEN, 4. SIGINS SHALL BE ATTACHED TO THE SERVKCE EQUIPMENT WITH POP -RIVETS OR SCREWS DC [---i -11J/B 16; 90, 53 E105M icy. 40 6 ' 9 t4XTE 4 OR I'D 1,1 01 l NALA � ' //111111111000 I I �; LIENIT THONIAS CURLEY ZEPHYR.HiLLS cL _3540 AHJ: CITY OF ZEPHYRH L!LS UTIILITY� DUKE ENERGY NIETER: 325 901 784 APN:35-2w-2' -0050-000010-0120 PHONE, (3133 782-1621 ENMAL TRAFLA53glAOLCONA SYSTEM SIZE DGi 32, X ?A5 2705 kW SYSTEM SIZE'fAC 1 0 Or"110 k'W @ 240V I � NIODULES 33 X ANK0 SOLAR &IM365f,11-6RU343 OPTINAIZERS: 33 X SOLAREDGE S440 INVERTER SOLAREDGE SE1000,1)H-USRGM REV',SIONS ,gfreedpm- FREEDOMFORPVER LLC 2619 CONSULATE OR SUITE 800. ORLANDO, FL 32819 ref: (800) 3851 075 fG R 1, 21EaL1L=pT __1p T CONTR�,Cj--OR LICENSE CERTiRED -_ LECTR.1CALC_ONTRA'C TOR Ec I _yr)08106 NFPA 1111, 122111, 1, 1 LABELS --T SHEE W714C IffiO.0231 AN PV-7 NOTES: 11, NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON. Z ALL MARKING SHALL CONSIST OF THE FOLLOV-JING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LIETTERS OR ELECTRO-PLATINIG. B_ RED BACKGROUND COLOR WHITE TEXT AND LINE'04ORK, C. AERIAL FONT. 3, ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN 1'HE LOCATIONS SPECIFIED, SIGNAGE CANNOT BE HAND-1AIRITTEN, 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS. 21IE Iq T THOMAS CURLEY 7242 APPLEG'AT E DRIVE, ZtEPHYRIHILLS, FL 33540 Ai J: CITY OF ZEPHYRHILLS UTILITY:DUKE ENIERGY ME", ER: 325 CK01 1 784 PN: 35-25-21-0050-000100-is 120 PHONE:,'813) 732-1621 EMAIL NlAFLA,53CWA0L­CGI`,i jLS.:,ENj_ SYSIJ-IENA SIZE !DC) 33 X 385 --r 12.705ON SYSTEM SIZE (ACj 1 24 0_0'00 W04 I§?, 0V MODULES 33, X Ji4KCI COLAS JKM3&5M-,6-Ri - a-B OPTiMiZERS, '33 X SOLAREDGE S440 NVERTER. SOLAREDGE SEi0,jr_,CH-USRGWf �Plj REVISED BY freedom- ---- - --- - - - - - - LFREP f 2PEIIER L.IC 2619 CONSULATEDR SUITE 800ORLANDO, FL 3281 '9 GREG ALBRiGHT CONTRACTOR LICE:NSE: CE., TWA EID ELFC—TRICAL C10INTRACTOR EC130013_056 SITE PLACARD E, C-T,Et7 3871,49 1111612023 1 RV-7A -1 11- 1- - 1-51-60 SOLAREDGE OPTIMIZER CHART 1 � E I I � I f pE [ IEE I jE � P u CLIENT: THOMAS CURLEY 7242 APPLEGATE DRIVE, ZEPHYRHILLS, FL 33540 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 325 901 784 APN:35-25-21-0050-000011-0120 PHONE: (813) 782-1621 EMAIL: TIMFLA53@AOL.COM j SYSTEM: SYSTEM SIZE (DC): 33 X 385 = 12.705 kW SYSTEM SIZE (AC): 10.000 kW @ 240V 1 MODULES: 33 X JINKO SOLAR: 6 JKM385M-6RL3-B OPTIMIZERS: 33 X SOLAREDGE S440 INVERTER: SOLAREDGE SE1000OH-USRGM f 1 g f � [Sill 7 REVISIONS NO. REVISED BY DATE — FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 I GREG ALBRIGHT j CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR # EC13008056 1 f OPTIMIZER CHART JOB NO: DATE I DESIGNED BY. SHEET: ' 387149 11/6/2023 A.W. PV-8 INSTRUCTIONS: 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE -PLAN 3, DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON THE JHA SHEET I�IL�1 iA N42"r drkTe3 INJURIES - CALL INJURY HOTLINE (55) 0-72 3 "If injury is life threatening, call 911 first THEN the Injury Hotline 1529 111111 OWN EA' s. I A 12.- i i ! NUIV119 ADDRESS: NEAREST HOSPITAL: NAME: ADDRESS: ,�y-11►•1 ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE SAFETY PLAN AND SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR WORKING SAFELY. avi �P PERMANENT ANCHOR TEMPORARY ANCHOR IL INSTALLER LADDER FB] JUNCTION / COMBINER BOX Fs-1 STUB -OUT SKYLIGHT NO LADDER ACCESS (STEEP GRADE OR GROUND LEVEL OBSTRUCTIONS) N RESTRICTED ACCESS GAs GAS SHUT OFF H2o WATER SHUT OFF SERVICE DROP POWER LINES CLIENT: THOMAS CURLEY 7242 APPLEGATE DRIVE, ZEPHYRH ILLS, FL 33540 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 325 901 784 APN:35-25-21-0050-00000-0120 PHONE: (813) 782-1621 EMAIL: TIMFLA53@AOL.COM SYSTEM: SYSTEM SIZE (DC): 33 X 385 = 12.705 kW SYSTEM SIZE (AC): 1 OD00 kW @ 240V MODULES: 33 X JINKO SOLAR: JKM385M-6RL3-8 OPTIMIZERS: 33 X SOLAREDGE S440 NVERTER: SOLAREDGE SE1000OH-USRGM [Sill REVISIONS NO. REVISED BY DATE +o freedom — FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800)385-1075 GREG ALBRIGHT h IqA Ji .1 CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 RT SAFETY PLAN Jfl6 NO: DATE: DESIGNED BY. SHEET: 387149 '11/612023 1 A.W, PV-9 Ladders must be inspected before each use, a 4-to-1 rise to run angle (or 75 degrees) and the top must be secured to the structure. Extension style ladders placed on uneven, loose or slippery surfaces must additionally have the base firmly anchored or lashed so the base will not slip out, • Extension ladders must be used with walk-through devices or the ladder must extend 36" above the stepping off point. • A -frame ladders must only be climbed with the ladder spreader bars locked in the open position; A -frame ladders shall not be climbed while in the closed position (ex, closed and used while leaned against a structure). 0 Additional notes: Mobile Equipment Only Qualified operators will operate equipment; operators must maintain a certification on their person for the equipment being Type(s) of mobile equipment (Type/Make/Model): Material Handling and Storage Materials will be staged/stored in a way that does not present a hazard to client, personnel or public. Materials stored on the roof will be physically protect from failing or sliding off. Fall ProtectionL " Asite-specific plan for fall prevention and protection isrequired prior 0ustarting work and must remain onahomtall times until work iacomplete; ahe|| rescue plan must beoutlined and discussed among the crew prior towork start, ° First-p*roon'Up(FPU)must install their anchor and connect before any other task, including installing other anchors. The Last-Peson-Dmwn(LPD)must bethe only person nnaroof uninstalling fall protection. 0 FPCP (name and title): 0 FPU and LPD (name and title): Electrical Safety ~ The Electrical Qualified Person (EOP)isrequired unsi0aho perform electrical work. = All electrical work will beperformed with equipment inan electrically safe condition (go'en*rgized)unless approval has been granted prior ozwork. ° Service drops and overhead electrical hazards will beindontifiod and protected from contact, as neccessary. EQP (name and tile): Public Protection ° The safety ofthe Client and Public must bemaintained atall times. • The Client and the Public shall beprevented from entering the work zone through the use ofbarriers and/or signagm.as required. • Company, Client and Public property shall baprotected from failing objects. = Pets (including dogs) shall besecured bytheir owners prior oo work start. ° The Client should not leave pets, family members, orothers in charge orrare ofEmployees, Contractors, orTemporary Workers. Crew leader to fill out all sections below, hold a pre -job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture Crew leader responsible for communication with the client: Heat Related Illness Prevention NOTE Employees shall have access to potable drinking water that is Training and Pre -Job Safety Briefing � All employees onsite shall bemade aware ofthe specific hazards ofthis project and review this HJAduring apre-job briefing, and their signature indicates awareness ufsite conditions and the plan Aoeliminate any hazards identified prior toand during the Crew leader (name/title): Crew member (name/title): Crew member (name/title): Crew member (name/title): Crew member (name/title): Crew member (name/title): Airborne Contaminants: w (Tmnsitepiping (ACP) Oonot disturb (muvm.drill, cut fracture, etrj °Asbestos -containing themxa insulation (AC|)and Asbestos -containing duct wrapping y\CVV dmnot disturb, no attic ororaw|apaneaccess inallowed ifwork hob*performed could cause exposure &opersonnel, client orpublic. Weather and Environment • The site supervisor shall forecast the weather conditions at the job site, prior to crew arrival, in order to mitigate any hazards associated with inclement weather (heat, cold, wind, rain, etc.) • The site supervisor will utilized a portable wind meter (anemometer) to verify actual onsite wind conditions, by checking at the ground and on any elevated work surface (ex, rooftop) prior to work start, at midday and prior to solar panel staging on a • Elevated work involving the moving or maneuvering of solar panels shall cease at 25mph (sustained wind) until wind 0 Forecasted weather maximum temp (degrees f): close as practicable to the areas where employees are working. Water shall be supplied in sufficient quantity at the beginning of the work shift to provide at least one quart per employee per hour for drinking for the entire shift. Employees may begin the shift with smaller quantities of water if they identify the location and have effective means for replenishment during the shift to allow employees to drink on quart or more per hour. The frequent drinking of water shall be encouraged. • Shade shall be present when temperature exceeds 80 degrees Fahrenheit. When the outdoor temperature in the work exceeds 80 degrees Fahrenheit, employees shall have and maintain one or more areas with shade at all times. • New employees must be acclimatized. New employees will be monitored by their Crew Leader (site supervisor) for the first two (2) weeks of employment or longer when necessary. Employees will be allowed and encouraged to implement scheduled breaks during each shift. Employees must take cool -down breaks in the shade any time they feel the need to do so to protect them from overheating. Supervisors are REQUIRED to allow employees any break period they need during high heat conditions. • Cool Vests are encouraged for all employees at all times during periods of high heat. • Identify the location of the closet Occupational/Industrial Clinic or Hospital in case a crew member becomes ffl. 211 emDlovees on site? • If offsite replenish is necessary, where will you go to replenish water (location/address): • Who will replenish the drinking water (name): Restroom facilities � Employees shall have access to reotroomfacilities with hand -washing stations, Use ofonadmreotroomisa1the client's discretion (location ieannotated below). Ifclient does not give permission, location ofsuitable nmstroomfacilities with hand -washing stations offsite will beprovided. The onoi1e supervisor will identify location and make arrangements Ua ensure all emolovoeehave access atanvouin1. 0 If Offsite, add location name and address: Incident Reporting Procedure Contact your Site Supervisor Contact your Manager Contact your Site Supervisor as many as nece sary by using additional sheets) Define the azard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: Define the Hazard: Method/steps to prevent incident: With: Your full name, phone number, office location, brief description of what happen and when. EAGLE N" f1 U "., L.. L S s 380-400 WATT TILING RIBBON MODULE 71 Positive power tolerance of 0-+3% • NYSE -listed since 2010, Etoomberg Tier 1 manufacturer ® Top performance in the strictest 3rd party Cabs ® Premium solar factories in USA, Vietnam, and Malaysia a,-... ,a , . _. S TR Technology 9BB Half Cell Technology Shade Tolerant Thick and Tough Leading Warranty .., - Length.+-/- 2mm Width:+J- 2mm FJerght, +(- imm Row Pitch: +/- 2mm ELECTRICAL. PERFORMANCE & TEMPERATURE DEPENDENCE ELECTRICAL CHARACTERISTICS Coo. of Cehs �27 ', 2ab6',. Vic rr 2'., 4; G,' 6si Front Glass 3.2mm, Ana:-Reflccvo, coatmg r u''T1E A',. tt'6 N,; ." Ali"y Ju, n Sax !P6 ate', Ou C,"L'cs 112 AWG, 80.83 nj or G-s o terj e iyto Co slor Sta i.. s MC'4 TEMPERATURE CHARACTERISTICS ::c•c ire c{" rien s„ -..ax 0.35%1°C. .•er'G ra-ure Coefficients ct Voc 3 LSt Ter „e a;w e CoeH r Iont. o C C48'1 °C MAXIMUM RATINGS ';lax t - n Sysiem >fc:t.age 7;?;:Cty10 V!a z m'— "Cr-se ka:. -g ?MCA PACKAGING CONFIGURATION 2 G 1, t - 1 hta_k; 30pcspattets,rx p adstac , a vcc ; ,' r Ccntzameo o C° 2038 y 5 t G c. S n /.L . C6 _ G / z ... a .,o-c's LISTED i, 6 I S 00 ,e?ypc X M380 ».t B KN.8_V-6RL3-B f3gCPV t31_3-B J011'3-_v 6B?3-B ,CV402,V 6P_3-B y-C Nv: - S7C 1V rCr= - 'J{3 T. .. ?a.CiT 3,^ .a:;".. UaXI T:'j Powe';Pmaxl 380Wp 283N/p 388Vvp 286Wp 290Wn' 290Wp 395Wp 294Wp tauttip 298Wp Max}n,u.m Powef Mtage iV -p: _a ?`V C?'V 3V'�niV s,",t, „7 xurU" 2 t32`v ,t:. '1 ., 3 l:3'`J -taximur OWQ'r C_r„^` jirnpl 3 C A 8.39A 'S.4UA 8 45A EGA 8.3 3A 10.60A 8.6iA ;. /--A 8.69A Of-,en-r.,/cu, 'Vcttage Nc. 4 22V � :3r', l+ a.; 4' 1,`Jb'. _r, 17;yr t� .3 rs9'V 4r 1V 43 2=.':x" S ,, .r,„ , „ ,. ; s : , sc' "- `Lf 8.98A "`.2"V 9 06A 32A. . `:.[a. ..42A. i22G. 'i2A 9.3'. A, f✓lodw F - t; C 1%j ".° 91`'i> ? ,_ 20 43``� 2 0 6 `0 . *STC: o� Ir aaia�ce `000WIm' Celt lemoerat re 2a°C AV NOCT: 800''W1-n' Ar^a ent jcmo. a.0 e 20'C AV `~ :nc Sceea 1mA 'Power measurement,otcrance:+/- 3 n.p. „ i rs BUILDING YOUR TRUST IN SOLAR. `ti G; , r NK y,r0LA ...' slin1<0 BUILDING YOUR TRUST IN SOLAR. W ,, WJ,, K0 SGLAR J ffr#Tlffowfl� t` [tl II►1 �� I Specifically designed to work with SolarEdge residential inverters I Detects abnormal PV connector behavior, preventing potential safety issues* I Module -level voltage shutdown for installer and firefighter safety I Superior efficiency (99.5%) Mitigates all types of module mismatch loss, from manufacturing tolerance to partial shading =c[ed ava a 'y - 2022 Faster installations with simplified cable management and easy assembly using a single bolt I Flexible system design for maximum space utilization Compatible with bifacial PV modules Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) soaredge.com solar Power For North America ••{ tb INPUT Ra.eu no.J. JC "Lowe, - -- — 141, SO0 W Absolute Maximum r oet Voltage (Voc) ! 60 Vac MPP i Ooerat r,g Ranqe l 8-h0 Voc Vay, -j— Sdo � C rc,, , t u _ +'r a` < _ n ec`ec PV iVoc, a Aac Wax an eocy 495 �- _-- We gPnoo i "luancy — — — — — — � 98— OVCwc .age Ca:egcy OUTPUT DURING OPERATION Jax ^,,jm Ou Nu. Corre,,t 1 "t Adc Max -um Outoot Voltage 60 Vac OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Sa e y O :pat i .a�� c.r ; OAC Oa`. ^ ze — ,. -- VC, STANDARD COMPLIANCE `- o ova ,arc Rap d Sr ,, —cow, Sys'c,f,. U_C 201�, 2CT S, 2020 1_V( Part as3, IE:C6I:,CC 6 2, IL(r,„6-6-3 Safety CC67"09 ' ;Hass i sa ety}, uL 741 'Vate, al 1. 94 V 0,_.JV RoHS yes c Safety VDAR _ 2T, T — INSTALLATION SPECIFICATIONS ;Vax^-,,7r A lowea Sys'em Vo lage - — — 10t`JC vac ,D-e^Siore (V.xLy'; `ZSxIS3x;0/,0/XuCyxr18 mm/r We g,- (i' C1uO ^g taoies) ---_. ----. ----. ' 65S t `�5 ar n .__ C,rr-ecto, ___ . ----_ ----. ----. VCR iro :1V,e C1/C3,1 C. VJ ri_e,-er — — — — -- — — :-723 „C 101. ,1-4 utC32 — — �,— OF n-empe ature Ra�ge ` ,0 ao t8S C Protection Rating IP68 / -yoe63 R a: ve l �.,mtd ty 0 -100 , rx_.­ I 01i­11 s<,<v 1. .-�)­>.c w,,p.e ,51r sec o i;xaO (3) or a ^o-ems —p—I-re aocve 7a C / �8" power cr a, �g ss apo nr 2r`er to Pom. Jp ^ri/e s oerature D. Rat rig r ca 1­7e 0,i2 s M it S_nng eng3h Sx4Q SSCC 8 '.,q ( awe .�p',lrr Ze,S) Max m ,m Stu rg I eec,:h (Pcwe OD`-117e-S) 25 Max ^'.,^r No— -al Povde, cer ;' , 7OO 1'600C .& S [ /60C Js S! 11400 ,,; ', 6000 '8 ?750 "Al Max Alowed t i ectec Iowei oe, Sir ., Ore St, ^g /20CW e^o^ty .ee rc(feea ..rr:nc�.., �wc ,.,e•eea Re_fer.c lo.,;note `wc s .,s oir- Cac /801, r '.. Po a c- S:^.r:g of Di ere- L ngt— or ,, V 30 c,,,t m lv s uocs or e,Ynit, a e y volays oe aoove .r�, 30V c i- er, e� ,51 werlers a rd AC oo axrr ,,,s ng, i er tir -,,xi , . ov- per c r w i vt nb .,. ' as, o c .voti­ iy, /A ua o�g, [ ,/ s 1r, s/,r a, J`,le,/ -cT, ct s.,grr �.c_c- o. ..r.,,n-mor:d i W,r W Fdy ch 9 Pi ght SO.AREJCE, the Sda,tdge logo ORI M'ZED BY SINARLDGE are k ar r g, eC t i k Shc dg T shoo og es, in_ At amen t m.. ks men "cneo he e , —r ,atlemarks,a the respect ae orners Dafe: F.tr wy8 2Go` D5oD0T,8 NA. Subject fa fiarws rv-Yhou: not ce. Single; eHD-Wave# '# # for l # i4-iterica SE300OH-US / SE380OH-US / SE500OH-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US 3800 @ 240V3300 Rated AC Power Output 3000 SOOC @ 208V Maximum AC Power Output 3000 800 @ 2a0V 5000 3300 @ 208V AC O.,.put VdIage tAr '�cm Vr, X i4-2u4; ✓ ✓ ✓ A' Out-putVoltage Vr Nom Max £?3 - 208 729, ✓ AC �.equencv tFlont.n a Ij V yr gem Co,,tm;orstTu ant @240V — 16 — -- — - VaXR'iUM tr.,ousOuTpur 16 t , t C S68V 1 Power Faclor DI Thres-olc UtdiTyNon orrg,fsandrgP,c-ec:on INPUT Maximum DC Power @240V 4650 5900 7750 axir�um DC Power @,208V- Tr sforme ss Ungro,nded Maximum p r k1tage Nominal DC Inp t Voltage 38 - Maximum put Cu°ern @240V 8 5 `0 5 13.5 Vaximum pet Curren a208V'' - -- 9 —___ - V x. InOur rh',rt : r:u ' rent >cver e-Poi nt,rP,ute tor our d Fa It ,o atic,n De eat on -- M Invert " f ffi, e,uy --- 99 ------ -- ( EC Weis1_" v V F v.e� on .: er c r or a .et<I ;s e)se :orilf,,c > ,i tdte s, ppr, highemay be used, he rut,oer Nik,mil ts ii,pw cuneni tc Inc ,aluc stated Specifically designed to work with power optimizers UL1741 SA certified, for CPUC Rule 21 grid compliance Record -breaking 99% weighted efficiency I Small, lightweight, and easy to install both outdoors or indoors Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp I Built-in module -level monitoring Fixed voltage inverter for longer strings I Optional: Faster installations with built-in consumption metering (1% accuracy) and Integrated arc fault protection and rapid shutdown production revenue grade metering (0.5% accuracy, for NEC 2014, NEC 2017 and NEC 2020 per article ANSI C12.20) 690.11 and 690.12 solaredge.com s 0 1 ca r i =ie -. 6000 @ 240V 11400 @ 700V Soo(,)@ I08V 7600 10000 10000 @ ?08V VA 600C @ 24CV 600 0000 112 %2,OV VA 5000 @ 208V I000 @ 208V ✓ ✓ ✓ ✓ `Jac ✓ ✓ Vac 93 60-60; H7 25 9 21 /7 5 A Act uaa L e 0 & t_ J.ii5 — A Yes 9300 80G 'r500 176r0 W 7750 �560 Vcr Single Phase Inverter i isTechnology for North America !i 01 01! 601i 0! 1l1 4!i Supportec rbc�m.. 2. a`ion Ir ,>`aces Revenue G a(le Melenng, ANSI CV ?0 Cons mpaor neter 1.g ^verter Corm ss o rg a aa S a:>vm - NEC 2011, N=' 2017 aid NBC 20?c, 600.12 STANDARD COMPLIANCE Safety —- /, Id Correction Standards RW, LaBee (oo enU}, Ce (tat ,optiore, OptionaP3 BL W,-Fi sr P3 al Go, r (, -- Autoir,atic Rapid Shu doN.m upon AC Gria Disconnect ut1/x",U1,14"),llt ,99B,(S,lC.,.,c2rd';': ll.l_M ,/ Ernscions FCC Part 15 Class B AC Ou.pu. C,mdwt AWC Rang, I -,_ 1 Maxlmur i ' 14 6,.AWC; I Maximur /`x-4 AWC- ii S, S ,Ind f r3JJv Roy roe M.,x Y ` / Ar rcc/ / ,A W(,, P..k ;ti gS / x AM Dina rs ons Nil h Safety Svnlct (HxWxD) 1 177 r 14 6 x 6 R / xW x'7O x 174 2 x 14.6 x 7 ./ 0 x 370 x 185 Ir mm Alelct,vl,uautySw'<lf 22, .0 2., 1 16.2/'19 388/ 76 0/<} No SP IS DSO dBA <r (,ling N-aural Gr 2( 7:on OTera•rrg Teriperatu,e Rance t, +^;40 / 40 r60' -'are, r za` G — NEMA xX (I ,enter vi, Salety xv, .:) if— r N'� ft8v< �:1e M1 rte /`v: Stxfrkl .,LWBu� 4, rverier a racic P rdv h< IJ „r.,,.,,. M , r I/N Ewi l„ S„rJ✓3V14 nor onsu,Tpl ig,<,i ent a ou,rncr? cicrn b<mderesGe'at<_ly.gA"I.''>G:(,✓s.A 2Jor SfF<1CISO-4✓0N,-J0 sits per box i II N, w✓_ T to Tt ea.. ,C `C. 22 F Y, oewer de ✓tng o r^ztion To .:" ,e (,,`,.Ste' , r , ;✓leshe , it :eraiure , ( a,ing-n r. r a sdE How to Enable Consumption Monitoring By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills Single phase inverter with HD -wave technology and built-in R M and Service Panel consumption mption monitoring E S E1q, T g I All right, d. SO AREDGE Ih,5 Edg= logo, OPTIMIZED BY SOLAREDGE t d rk g t i t 1 rcarks of SolerEdge Tz, hxrlog—, Inc. All uh t... ak ent ontI he are tr,,derzarks of the'r c,,jecive owner. Date. 12/2020/VOI/ENG NAM S hj«t [o them-wli—t noire. Eaton DG222NRB Eaton General duty cartridge fuse safety switch, 60 A, NEMA 3R, Painted galvanized steel, Class H fuses, Fusible with neutral, Two -pole, Three -wire, Category: general duty safety switch, 240 V Product Name Catalog Number Eaton general duty cartridge fuse safety DG222NRB switch UPC 782113144221 Product Length/Depth Product Height 7.35 in 14.37 in FA,ILT*N Product Width Product Weight Powenng Susiness Moddiwde 8.4 in 10 lb Warranty Certifications Eaton Selling Policy 25-000, one (1) year UL Listed from the date of installation of the Product or eighteen (18) months from the Catalog Notes date of shipment of the Product, Maximum hp ratings apply only when whichever occurs first. dual element fuses are used. 3-Phase no rating shown is a grounded B phase rating. UL listed. Enclosure NEMA3R Enclosure material Painted galvanized steel Fuse configuration Fusible with neutral Number Of Poles Two -pole Number of wires 3 Type General duty, cartridge fused PeTformance Rafings Amperage Rating 60A Fuse class Provision Class H fuses Voltage rating 240V Product Category General duty safety switch Catalogs Eaton's Volume 2—Commemai Distribution Multimedia Double Up or, Safety Se,atching Devices Flex (enceT Specifications and datasheets Eaton Specification Sheet - DG222NRB Eaton Corporation plc Eaton House 30 Pembroke Road Eaton is a registered trademark. Dublin 4, Ireland F Eatonco All other trademarks are 130110 ,aT*N @ 202.3Ematon. All Rights property of their respective pn,�w, ring gcojn,-ssw0,adevd6 Reserved. owners. Eaton.com/socialmedia -Wi HMO 0 014211b 1 01 Installation Instructions: Improperly installed electrical wiring can be dangerous Aand cause electrical fires. The connector chosen mustz be sized to the wires being used. Consult local building code before doing any electrical work. For assistance, refer to an instructional book or consult a qualified I electrician. Contact with electricity can cause serious injury or death. Use on insulated cable only. [RHH, RHW(-2), THHN, THHW, THW, THWN, USE, XHHW(-2). Consult factory for other insulation types]. If the installation is to be made on an energized run, the tap conductor must be under no load and must not be grounded. Use electrically insulated gloves. De -energize the runt cable if there are any questions of these conditions being met. 1. Determine the direction for the tap conductor to exit and discard one end cap. See figure 1. 2. Position the main (or feeder) side of the connector around the run cable and tighten the bolt finger tight. See figure 2. It required, loosen the bolt slightly to allow the connector to open completely. DISASSEMBLY NOT RECOMMENDED. The plastic "Turbo" spacer holds the connector open which eases installation and ensures proper connections. 3. Cut the end of the rap cable squarely. DO NOT STRIP CABLE INSULATION. 4. Insert the tap cable into the tap side of the connector until it is seated in the remaining end cap. See figure 3. 5. Continue tightening the torque regulating bolt with a standard box or socket wrench until the torque regulating piece breaks away. If the connector has two (2) assembly bolts, alternately tighten until the hexagonal torque devices break away. See figures 4a & 4b. Note that the plastic "turbo" spacer on the side will also break. To make the installation even easier and to relieve torque from the cables, a second wrench can be used on the hexagonal piece on the bottom of the connector, 00 NOT use gripping type pliers, pipe, open ended or adjustable wrenches as these may damage the hexagonal torque regulating device. A torque wrench is not required. MAKE SURE ONLY THE TOP HEXAGONAL TORQUE DEVICE OF THE BOLT HEAD IS USED FOR ASSEMBLY. THE SECOND HEX PIECE [CLOSER TO THE BODY OF THE CONNECTOR] IS USED FOR DISASSEMBLY. Note: The torque regulating bolt ensures the correct torque is applied to the conductors without using a torque wrench. Important information such as run and tap ranges, voltage ratings and material/temperature ratings is marked on the connector. figure 1 Listed 486B Pressure Cable Connectors File No. E-5238 Suitable for use on the line side of the service equipment. Instalacion Instrucciones: Los cables eactricos; me[ instalados pueden ser peligrosos y provoGar incendios. El conector escogido debe ser de un tamano adecuado Para los cables que se uthicen. Consulto los c6digos de construcci6n locales antes de efectuar tralpajos el6ctricos. Si necesite ayuda, consulto un libro de instrucciones o consulte con un elen, icista capacitado. I I Before After comect Torque Torque Reachedpm Applied One Hex Piece lFifreeirs-Away figure 4a i gure 4b Use solo en cable aislado. [RHH, RHW(-2), THHN, THHW, THW, THWN, USE, XHHW(-2). Consults con [a fabrica para opener informaci6n score otros noes de aislamiento]. Si se va a hacer [a instalacibn sabre on cable con corriente el conductor derivado debe ester libre de carga y no debe estar aterado. Use guantes con alslamiento el6ctrico. Quite Is !a corrento al cable del cual se hace la derivaci6n si no se pueden cumplir estas condiciones. El contacto con electricidad puede producir 16siones graves o mortales. 1. Determine la direccibn en la que el conductor derivado salclra y deseche is tape terminal sobrante. Vea la ilustraci6n 1. 2. Coloque el lado principal (o de alimentacibn) del conector alrededor del coal se hace [a derivaci6n y apriete firmemente of dedo del perno. Vea la ilustrail 2. Si hace fatta, afloje el perno ligeramente pare permitir qua el conector se abra completamente, NO ES RECOMENDABLE DESARMAR EL CONECTOR. El espaciador "Turbo" de plastico mantiene at conector abieft, lo coal factita la instalaci6n y asegura que las conexiones se Kagan correctamente. 3. Corte el extrenno del cable de derivaci6n perpendicularmente a su eje. NO PELF EL AISLAMIENTO DEL CABLE. 4. Insehe el cable de derivaci6n en at [ado de derivacirm del conector hasta qua tope contra la tapa terminal qua queda. Vea la ilustraci6n 3. 5. Continu6 apretando este perno que regula la torsion con una lave estandar o de cubo hasta qua [a pieza qua regula la torsi6n se party y se separe. Si at conector time dos (2) pernos de ensamblaie, apri6telos alternativamente hasta qua at dispositivo de regulacibn de torci6 se parta. Vea la ilustrac!6n 4a y 4b. Observe que at espaciador "turbo" de pldstico an el costado tambi6n se fracturara. Para hacer esta instalacibn aOn mas facil y para aliviar la torsion de los cables, se puede usar una segunda lave sobre [a pieza hexagonal al fondo, del conector. NO USE alicates de presidn, Haves de turbo, Haves comunes o ajustables ya que 6stas pueden caner a[ dispositivo hexagonal qua regula la torsion. No se requiere una (lave de torsion. ASEGORESE QUE SE USE, PARA EL ENSAMBLADO, SOLO EL DISPOSITIVO SUPERIOR BE REGULACION BE TORSION BE LA CABEZA DEL PERNO. LA SEGUNDA PIEZA HEXAGONAL (LA MAS CERCANA AL CUERPO DEL CONECTOR) SE USA SOLO PARA DESARMAR EL CONECTOR. Nota: El perno regulador de torsion garantiza la aplicaci6n de [a torsion correcta a Ids conductores sin user una [lave de torsion. La informaci6n importante de longitud de cable pelado y de tome, ]as clasiticaciDnes de materiales y temperatura est6 marcada an el conector. !;-TAP@ INSULATION PIERCING TAP CONNECTORS TOROUE AND CURRENT RATINGS (Solid and/or Stranded) NOMINAL TAP CURRENT RATIING CATALOG# MAIN TAP TORQUE (IN AMPS)- BTC2/0-14 2/0-4 10-14- 80 IN. LBS. 40 13TC1/0-10 1/0-8 2-101, 80 IN. LBS. 130 BTC4/0-10 4/0-3 2-10— 125 IN, LBS, 130 BTC4/0-6 4/0-2 1/0-6 160 IN. LBS. 170 BTC4/0-2 4/0-2 4/0-2 1601N. LBS. 260 BTC250-6 250-4 4/0-6 1601N. LBS. 260 BT0250-4 250-1 3/0-4 1601N. LBS. 225 BTC250-2 250-1/0 4/0-2 1601N. LBS. 260 BTC350-1/0 350-1/0 350-1/0 3301N. LBS, 350 BTC500-4 500-2/0 4/0-4 3301N. LBS. 260 BTC500-1/0 500-4/0 350-1/0 3301N. LBS. 350 BTC500-14 750-3/0 10-14 -­ 80 IN. LBS. 40 BTC750-250 750-250 500-250 KO LBS, 430 t10-14 Cu SOLID/STRANDED, 10-12 At SOLID/STRANDED 442-10 Cu SOLID/STRANDED; 2-10 Al STRANDED ... 2-10 Cu SOLID/STRANDED; 2-8 A] STRANDED ++-+10-14 Cu SOLID/STRANDED, 10-12 At STRANDED Full line is 600V dual -rated, 194'F(90'C) ' Based on NEC Table 310-16 1996 (Not more than 3 insulated conductors in a raceway at ambient temperature of 30' C) for the largest tap wire size. A!WARNING: Cancer and Reproductive Harm - www,P65WarninQs,ca.gov. Z& ADVERTENCIA: Cancer y Dec Reproductive - www.P65WaminQs.ca.00v. One year limited warranty. See idealind.com for more information Garantia limitada do on ado. Visite www.idealind.com pare coroner detalles do la qarantia. 1800 S. Prairie Drive Sycamore, IL, U.S.A. BOD-435-0705 - www.idealind.com No 9053-2 1839420 1375 Park Avenue -Sycamore, Illinois 60178-815.895.5181 -www.idealind.com ALL IDEAL Customers 2/9/23 Subject: The Buchanan BJAP° splice/tap connectors meet the 2020 NEC article 230.46 requirement for "line side applications" The Buchanan B-TAPO brand of insulation piercing connectors which correspond to part numbers beginning with "BTC" meet the requirements of article 230.46 of the 2020 NEC. These products have already been tested to the newer requirements. The installation instructions are in the process of being updated to show the required notation: table for use on the line side of the service equipment". This change will take a few weeks to •' into our production. In addition, the marking "SR" will be added to the product. That addition isin process ?nd will take a few months to complete. This notice will provide confirmation to the inspectors that B-TAPO products meet the requirements of the 2020 and 2023 NEC article 230.46 "Spliced and Tapped Conductors". Sushil Keswani Director of Engineering IDEAL Industries, Inc., ZMV'V'ES238 - Wire Connectors and Soldering Lugs Note: We are enhancing our systems and you may notice duplicate entries/missing/outdated data. During this interim period, please contact our Customer Service at https.11www.uL comliabout1locgtions Wire Connectors and Soldering Lugs IDEAL INDUSTRIES INC E5238 1375 Park Ave SYCAMORE, IL 60178 United States View model for additional information Insulated butt splice crimp type connectors, Model(s): BVS1, BVS2, BVS5 Insulated flange spade type crimp cconnectors, Model(s): SV53_7 SVL5-4 SVL5-6 Insulated flange spade type crimp connectors, Model(s): FSNYD1 -3.7, FSNYD1 -4 FSNYD1 -S FSNYD2-3.7 FSNYD2-4 FSNYD2-5 FSNYD5-3.7 FSNYD5-4 FSNYD5-5 Insulated hook type crimp connectors, Model(s): HNYD1 -33 HNYD1 -4 HNYD1 -5 HNYD2-3.7 HNYD2-4, HNYD2-5 HNYD5-3.7 HNYD5-4 HNYD5-5 HVY1-3.7 HVY1-4 HVY1-5 HVY2-4 HVY2-5 _HVY5-37 HVY5-4 HVY5-5 Insulated locking spade crimp connectors, Model(s): LSNYD1-3.7 LSNYD2-3.7 LSNYD5-3.7 LSNYD5-4 LSNYD5-5 LSNYDL1-4 LSNYDL1-5 LSNYDL2-4 LSNYDL2-5 Insulated multiple stud ring type crimp connectors, Model(s): MSRNYD1 -3753 MSRNYD2-3753 MSRNYD5-3753 Insulated parallel connectors, Model(s): PVT1, PVT14 PVT2, PVT22, PVT5, EVT8 Insulated pin type connectors, Model(s): PTNYD1 -12 PTNYD2-12 PTNYD5-13 Insulated ring type crimp connectors, Model(s): RNYB14-11 _RNYB22-11 RNYD1-10 RNYD1-3.2 RNYD1-5 RNYD1-6 RNYD1-8 RNYD2-10, RNYD2-2 RNYD2-3.2 RNYD2-6, RNYD2-8, RNYQ5-10 _RNYD5-12 RNYD5-3.2 RNYD5-3.7 RNYD5-5 RNYD5-6 RNYD5-8 RNYDL1-3.7 _RNYDL1-4 RNYDL2-3.7 RNYDL2-4 RNYDL5-3.7 RNYDL5-4 RNYDM2-3.7 RNYDS1-3.7 RNYDS1 4 RNYDS2-4 RNYDS2- 5 RNYDS5-4 RV1-3.2 RV1-5 RVI-6 RV2-3.2 RV5-10 RV5-3.7 RV5-5 RV5-6 RV5-8 RVL1-4 RVL2-4 RVL5-4 RVM1-3.7 RVM2-3.7 RVY1-3.2 Insulated spade type crimp connectors, Model(s): SNYD1 -3.2 SNYD5-3.7 SNYD5-5 SNYDL1 -3.7 SNYDLI -4 SNYDL2-3.7 SNYDL2- 4 SNYDL2-5 SNYDLS-4 SNYDLL1-3.7 SNYDLL2-3.7 SNYDM1-4 SNYDM2-4 SNYDS1-5 SNYDS2-S SVL1-3.7 SVL1-S SVL2-3.7, SVL2 5 SVM1-4 SVM2-4 SVY1-3.2 —SVY2-32 SVY5-3.7 SVY-5-5 SVYL1-3.7 SVYL1-4, SVYL2-3.7 SVYL2:4 SVYL2-5 SVYL5-4 SVYLL1-3.7 SVYLL2-3.7, SVYM LA SVYM2-4, SVYS1 -5, SVYS2-5, SVYS5-4 J Insulated splice connectors, Model(s): PB1 -, PB2-, P65- 4 Listed pressure cable connectors, Model(s): BHT1, BHT2, BHT5, BN1, BN2, BINS, BNT1-16, BNT14 BNT2-16 BNT22 BNTS-20 BNT8, BNYDF1 BNYDF2 BNYDF5 BNYT1 BNYT2 BNYT5 BV1, BV2, _BV5 BVT14 BVT22 BVT8 Listed pressure ring terminal connectors, Model(s): RNYB14-8 _RNYB8-11 RNYBL22-5 RNYBL22-6 Listed splicing wire connectors, Model(s): L12, L13, L15 Non- insulated flange spade crimp connectors, Model(s):FSN1-3.7 FSN1-4 FSN1-5 FSN2-3.7 FSN2-4 FSN2-5 FSN5-3.7 FSN5-4 FSN5-5 FSNB1-3.7 FSNB1-4 FSNB1-5 _FSNB2-37 FSNB2-4 FSNB2-5 _FSNB5-37 FSNB5-4 FSNB5-5 FSNL1-3.71 FSNL2-5 Non -insulated hook crimp connectors, Model(s): HN1-4 HN1-5, HN2-3.7 HN2-4, HN2-5 HN5-3.7 HNS-4 HN5-5 Non -insulated locking type crimp connectors, Model(s): LSNI-3.7 LSN2-3.7 LSN5-3,7 LSNS-4 LSN5-5, LSN5-6 LSNL1-4 LSNL1-5 LSNL2-5 Non -insulated multiple stud ring type crimp connectors, Model(s): MSRNB1 -3753 Non -insulated parallel crimp connectors, Model(s): PNT 1 PNT 14 PNT 2 PNT 22 PNT 5 PNT 8 PNTI, PNT2, PNT5 Non -insulated pin type crimp connectors, Model(s): PTNI-12 PTN2-12 PTN5-13 Non -insulated ring type crimp connector, Model(s): RNB1 -10 RNB1 -3,2 RNB14-11 RNB14-12 RNB14-16 RNB1 -6 RNB1 -8 RNB2- 10 RNB2-2 RNB2-6 RNB5-12 RNB8-12 RNBL1-4 Non -insulated ring type crimp connectors, Model(s): RNB1-3.2, RNB14-10 RNB14-5 RNB14-8 RNB1-5 RNB2-10, RNB22-10, RNB22-12 RNB22-8 RNB2-3.2 RNB2-8 RNB5-10 _RNB5-32 RNB5-33 —RNB5-37 RNB5-5 RNB5-6 RNB5-8 RNB8-10 RNB8-11 RNB8-16 RNB8-8 RNBL1-3.7 RNBL22-5 RNBL22-6 RNBL2-3.7 RNBL2-5 RNBL38-10 RNBL5-3.7 _RNBL5-4 RNBM1-3.7 RNBM1-3.7 RNBM2-3.7 RNBM2-3.7 RNBM8-5, RNBS1-4 RNBS14-5 RNBS2-4 RNBS2-5 RNBS5-4 RNBS8-6 Non -insulated spade type crimp connectors, Model(s): SN1 -3.2 SN2-3.2 SN5-33 SN5-51 SNB1 -3,2 SNBS-3,7 _SNB5-5 SNBL1 -3.7 SNBL1-4 SNBL2-4 SNBL2-5 SNBL5-4 SNBL5-6 SNBLL1-3.7 SNBLL2-3.7 SNBMI-4 SNBS1-5 SNBS5-4 SNL1-3.7 SNL1-4 SNL2-3.7 SNL2-4 SNL2-5 SNLL1-3.7 SNLL2-3.7 SNM1-4 SNM2-4, SNS1-5 SNS2-5 SNS5-4 Pressure cable connectors, Model(s): KB - 1000 KB - 2/0, KB - 350 KB - 4/0 KB - 500 KB - 800 KS - 1000 KS - 210 KS - 350 KS - KS - 500 KS - 800 Pressure terminal connectors, Model(s): FSVY1 -3.7 FSVY1 -4, FSVY1 -5, FSVY2-3.7, FSVY2-4, FSVY2-5, FSVY5-3.7 FSVY5-4 FSVY5-5 K-5655 K-5656 LSV1 -3.7 LSV2-3.7 LSV5-4 LSV5-5 LSV5-6 LSVL2-4 LSVS1 -4 LSVS1 -5, LSVS2-5 LSVY1 -3.7 LSVY2-3.7 LSVY5-3.7 LSVY5-4 _LSVY5-5 LSVY5-6 LSVYL1-4 LSVYLI-5 LSVYL2-4 LSVYL2-5,_MSRNB2-3753 MSRVYl-3753 MSRVY2-3753,MSRVYS-3753 PTVYl-12 PTVY2-12 PTVY5-13 RVY1-10 RVY1-5 RVY1-6 RVY1-8 RVY2-10 RVY2-2 RVY2-3.2 RVY2-6, RVY2-8, RVY5-10 RVY5-12 RVY5-3.2 RVY5-3.7 RVY5-5 RVY5-6 RVY5-8, RVYL1-3.7, RVYL1-4, RVYL2-3.7 RVYL2-4 RVYL2-5 RVYL5-3.7 RVYL5-4 RVYM2-3.7 RVYS1-3.7 RVYS1-4 RVYS2-3.7 RVYS_2�R�YS2-5 RVYS5-4 SNBM2-4 SNYD2-3.2 TLK16-6 TLK25-10 V`FWSS7IVF it &I , 1 _8 RNYBM8-5 RNYBS14-6 Slicing wire connectors, Model(s): OK-2 (Pkg. cat No. 84), OK-3 Pkg. cat No. 85), OK-4 Pkg. cat No. 86), OK-5 (Pkg. cat No. 8 ) OK- 6W (Ekg. cat No. 8 ), OK-8 (Pk. cat No. 90), OK-8W (NA) Splicing wire connectors, Model(s): 12 13 14 14-6, 15 199, 199S, 200, 2002, 2006-5 2008-5 2011 -S 22-10 22 12 29 29_9 299S 30 300, 32 33 34 340, 36 37 38, -3-9 399, 400, 400AL 42 50 615069 66 70 800, AS-1/0 AS-2, AS-2/0 AS-350 A_S4 AS-4/0 AS-500 AS-6, _B1 _B2 B4 BT-2, BTC 1 /0- 10 BTC 1/0-14 BTC 2/0-14 BTC 250-4 BTC 350- 1 /0 BTC 4/0-10 BTC 4Z0-2 BTC 4/0-6 BTC 500-1 /0 BT(2 500-14 BTC 500-4 BTC1/0-10 BTC2/0-14 BTC250-4 BTC350-1/0 BTC4/0-10 BTC4/0-2 BTC4/0-6 BTC500-1/0 BTC500-14 BTC500-4 BV1, BV1 BV2 BV2 BV5 BVS C 3 C-4 C5 K1/0 K1000 _K2 K2/0 K250, _K3 K3/0, K350, _K4 K500, _K6 K750, _K8 KS10, R1 S1/O, S2 S2/0 S250 _S3 S3/0 S350 S4 S500 _S6 TRQ1 TRQ2 W-1 _W2 _W4 WTI WT2 WT3 WT4, WT6, WTW51 WTW52 WTW53 WTW54 Insulating caps orcovers, for use on manufacturer's splice caps, for 2011-S connector, Model(s): 2014 Splicing Wire Connectors, Model(s): BNT1_�Nj Splicing Wire Connectors% Model(s): 46-404 46-405 Splicinig wire connectors, Model(s): H-1566 H-1567 H-1570 H-1571 H-1572 H-1591 H-1592 H-1594 Terminal connectors, Model(s): 10 11 22 250,300, 34_1 342, 410 with insulating cap _No415 411 with insulating cap No-417 412 with insulating cap No. 417 451, 452, 45_4 48 49 49 Black 53-B, 59B, 600, 71B#, 72B#, 73B#, 73B+, 74B, 76B, 76B+, 78B+, 82 K-5504 LSNL2-4 M-3, PV3-750 PV3-750 PV3-750 PV4-750, PV4-750, PV4-750, RNBL2-4 RNBS14-6 RNBS38-6 RNBS38-8 _RNYB22-10 RNYBSB-6, RV2-6 RVL2-5 SV5-5 WT1, WT2, WT3, WT4, WT41 WT51 WT52 WT53, WT54 WT6 Wire Connectors and Soldering Lugs, Model(s): L22, _L23 _L25 PS10, PS12, PS2, PS3, PS4, PS4S, PS5, PS6, PS8 # - The equipment (71 B, 72B and 73B) were also evaluated to the requirements of UL 2043 and are suitable for use in air handling spaces. * - May be followed by suffix B, J, T or X. NOTE - All models may be provided with or without prefix "V" or suffix "MP" or "V" and prefix 'BP`. All models may be followed by suffixes BT, UB or OF with or without a two or four digit number, with or without suffixes B, LP, NP, PF, PH, SP and/or T. Die Series terminals may be followed by Suffixes Ul, UT, UF, US, or UB, with or without a two to four digit number, with or without Suffix T or B, followed by Suffixes SP, LP, NP, PF, or and/or NM, by PH or BE, with or without Suffixes NT, BS, and /or G. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. in addition, the reprinted material must include a copyright notice in the following format: "(02023 UL LLC." |ntroducingEcoFas1en'spatent pending Rock|tSmartSlide, oursinnp|eso|ubonfor quickly installing the popular Rock|t rail -less racking system to composition shingle roofs, Features & Benefits ^ Eliminates the need tupry 'up shingle coursesandinstaUanneta|�ashin� ~ Multiple opportun|IiesLofind the rafter ^ Noneed for additional material when architectural shingles are not level ~ Longer6,75^s|ideavoids overlaps in shingle courses ~ integrated flashing udUzes U|traGripTechno|ogy",' to create a watertight seal Pre -installed sealing pads are compatib|ewith aUoonnposhjon shingle roofs, TheconnpressionachievedvvhenfasIened1oth/ roof creates a SLiper strong watertight seal, in rnost cases, the slide can bemounted tothe deck vvithou1the need for sealant, Alayer offlexible foam provides Cushioning, which allows the m/aterproofinosealant toembed deen,intothe�ranu|esnfthe shingle asweU astoflexibly conforrn over the slabs found on arch iLectura|-sty|eshingles, , ~ , R"' Il, S.10MART SLIDE BLK 6.75" PART NUMBER DESCRIPTION I SMART SLIDE BLK 6.75" 1 ITEM NO. DESCRIPTIN 1 ROCKlT SMART SLIDE ASSEMBLY 1) ROCKIT FLASHLESS SLIDE ASSEMBLY 1.77 1.20 [44.9] [30.5] 2.40 [61 .40 [10.2] RELEASE LINER I MATERIAL ALUMINUM, EPDM, ADHESIVE, TREATED PAPER E-FINISH BLACK 9 RI SMART SCREW #12XT" W/Bw FPART NUMBER T DESCRIPTION 2011025 1 RI SMART SCREW 0.4: [10.5 ITEM NO DESCRIPTION I SELF TAPPING SCREW # 12 WITH SEALING WASHER ASSEMBLY 0.55 14.0] ------- FT MATERIAL STAINLESS STEEL, EPDM RUBBER I FINISH MILL, BLACK Rev: CS-2 �� �� �� ��� ��������M�������|�� /\MESDECCompany usxeP'dcjarfe-�|uz^zwmoou�p� s�z|w�px,xzn�o EcoFasten 4141 West Van Buren St. Phoenix, AZ85O09 Attn.: EcoFasten Solar Engineering Department Re: EcoFasten Rocklt System, with Comp Slide or Smart Slide, Engineering Certification for Gable and Hip roofs. This letter addresses the structural performance and code compliance of EcoFasten's RockIt Flush Mount System. The contents of the letter shall be reviewed in its entirety before application to any project design. The Rockit System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum Rockit Mount assemblies which are connected to a Rockit roof attachment, either the Rockit Comp Slide or Rocklt Smart Slide, which is attached directly to the roof structure. Assembly details of a typical Rockit system and its core components are shown in Exhibit ECO 1.0� The Rock|tComp Slide assembly isshown in drawing EX-1 and the RocNtSmart Slide assembly isshown in drawinX850O78. The EcoFasten Rockit System is designed and certified to the structural requirements of the reference standards listed below, for the load conditions and configurations tabulated in the attached span tables. = Minimum Design Loads for Buildings and Other Structures, AS[BSE\7-16 0 Z010International Building Code, bythe International Code Council, Inc. 0 ZU20Florida Building Code 0 SEAOC (Structural Engineer Association of California) report PV2-2017 Wind Design for Solar Arrays ° Aluminum Design Manual ZO15.byThe Aluminum Association, Inc. ° NDS-2018, National Design Specification for Wood Construction, by the American Wood Council The span tables provided in this letter are certified based on the structural performance of EcoFasten Rockit System in conjunction with Rockit Comp Slide or Smart Slide only, with no consideration of the structural adequacy of the PV modules, or the underlying roof supporting members. These tables are intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the system components regarding the applied or resultant loads of any chosen array configuration, w/mx Sincerely. No. 94247 Matthew SKuzi|a'PE06/09/2023 ~ THB|TEmHAS BBwSIGNED AND SE4LED8YV A,TT1EvvS,KuZ|�A,PE0mTH[DATE uELOvVT[ -,ESE4�, pn|wTEUCOPIES OFTm5oDcU�ENr�RENDT CONS |oEnEDS|GNEDAmDl6vBDAND -HE S|GwATuKE�uSToEvEmr/EOOwANY EB[TROm�L [DP|ES �� �� ������������������ An ESDEC{-{)mpaDV usoC;�u��_x'­eo|*mzwm�:,arz|p'Gmm^xzaamy conjunction with one of the available roof mounts, as a Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones provided in ASCE 7-16 for enclosed and partially enclosed gable roofs with slopes less than or equal to 7' & enclosed and partially enclosed gable or hip roofs with slopes of 8' to 60'. The tabulated spans are applicable when the following conditions are met: Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fasteners). 2. The underlying roof slope, measured between the roof surface and horizontal plane, is 0" to 60". 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade for roofs with pitches above 10 degrees and defined as the eave height for roofs with pitches less than or equal to 10 degrees, does not exceed 30 feet. 4. A clearance from the module top surface to the roof surface of 2" minimum shall be provided and the height of the array,the distance from the module top surface tothe roof surface (defined ash2), shall not exceed 6^ 5. Module length and area shall not exceed the maximum values listed on the respective span tables. 6. All Flush Mount components shall be installed in a professional workmanlike manner per EcoFasten's Rockit Installation Manual and the requirements specified for the underlying roof supporting members in the certification letter of the selected roof attachment, Rockit Comp Slide or KocNtSmart Slide, are confirmed cobemet. The Flush Mount System is designed as a Risk Category 11 structure as defined by ASCE 7-16 Table both topographic coefficient (Kzt) and wind ground elevation factor (Ke) are taken as 1.0. 3. Snow load used in the span tables is the ground snow and shall conform to ASCE 7-16 Fig. 7.2-1 and applicable state & local county/city amendments to the IBC. If the local jurisdiction specified snow load is in the format of a flat roof snow, it shall first be converted to a ground snow following the local building code/amendments before the application of the attached span tables. No special snow conditions are considered inclu" unbalanced drifting, slidin, - retention-o-r_toncling snow. No rain -on -snow surcharge load is considered. The span tables do not apply to buildings which are intentionally kept below freezing, kept just above freezing, or unheated. *EcoFasten An ES EC Company per h f ,v --,9 4, The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: ground(a) For ground snow no greater than 42psf: Ss!� 2.Og for Site Class A, B, C, & D. • ground snow between 42 and 65psf:D. S. Roof zones are defined by ASCE 7-16 Figure 30.3-2A to Figure 30.3-21 and are organized into three groups in which the zones share the same External Pressure Coefficients (GCp)• Roof zones comprising each group along with each roof zone's size and location are depicted in Figures 1 and 2. 6. The maximum module cantilever length, measured from the module end to the nearest attachment point, shall be 1 /3rd of the allowable span. For the Rockit mounting system, a cantilever is defined as the distance from the end of a module free edge to a Rocklt Mount roof attachment. A module edge is not free if there is a Rockit Coupling connection to an adjacent module on that edge. 7. A 1.0" Tolerance for any specified dimension in this report is allowed for installation. Per ASCE 7-16: a = 10 % of least horizontal dimension of 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9m). If an overhang exists, the edge distance shall be measured from the outside edge of the overhang. The horizontal dimensions used to compute the edge distance shall not include any overhang distances, B=Horizontal dimension of building measure normal to wind direction in ft (m) h=Mean roof height, in ft (m), except that eave height shall be used for O s 10 O = Angle of plane of roof from horizontal, in degrees. ELf-VATION EcoFasten An ESDEC Company I -Its . .. ` r- --t E e 'nO Figure 2: ASCE 7 Roof Zones for Gable Roofs 8 ° !� O <_ 60 ° t ..E C. c. vrt ,03..8 Grouping f ASCE 7-16f Zones (Gable) Roof Slope 0°-7° 8°-27° 28°-60° Group Group 1 Group 2 Group 3 TGroup 1 Group 2 Group 3 Group 1 Group 2 Group 3 ASCE 7-16 1 1 2n 1 2n Roof 1 2 3 2e 2r 3r 2e 3r 3e Zones 3e 2r Grouping SCE 7-16 Roof Zones (Hip) Roof Slope 8°-20° 21°-27° 28°-60° Group Group 1 Group 2 ` Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 ASCE 7-16 Roof 1 2r 1 3 1 2e 3e Zones 2e 3 ecotastens© a-.c rrs L_--L �. ,_ e t,';; _-;.r: 17.8593947 ecc as te< seas com i infc E__ fast£ r ,G ar.L r; j 877.859,394 t ���� �� �� ��� �������_���������� An ESDEC Company zAw^"oo�"a's��|mumnX,^zo�o A module is defined as Exposed (per Section 29.4.4 of ASCE 7-16) if the distance from any of its free edges (an edge with no connectivity to other modules) to its facing roof edge (such as eave,ridge, rake, orhip) is greater than 0.5h (h is ASCE defined building height) AND if the distance from the same free edge to any other adjacent array or panel is greater than 4 feet. The maximum allowable span for Exposed Modules shall bethe lesser ofthe following two: (1)The span value for the exposed module condition. (2)The span value determined bythe site wind and ground snow load. emfastemola,.cam | | 87r85e,3947 ���� �� �� ��� �������_���������� Rockit with GF1 Comp Slide Span Tables