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City of ill 3 j 5335 Eighth Street t .Z phyll FL 33542 Phone: (313) 750-0020 Fax; {31 } 750-002 Issue taste: 0 17I CI4 "Warning to owner: Yourfailure to record a notice of commencement may result in your paying twice for before recording your notice of commencement," accordance with City Codes and Ordinances— NO'OCCUPANCY BEFORE C.O. %k OCCUPANCY BEFORE C.O. l Jill t CONTRACTOR SIGNATURE PE IT OFFICE EXPIRESPERMIT I° INSPECTION CALL FOR INSPECTION `IREQUIRED 813-780-0020 City of Zephyrhllls Permit Application Fax-813-780-0021 Building Department Date Received 2-27-024 Phone Contact for Permittin (727-2-7216 -- is* Owner's Name Sean Laursen Owner Phone Number 313-636-2515 Owner's Address 138835 4th Ave Zephyrhills FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38835 4th Ave Zephyrhills FL 33542 LOT# SUBDIVISION PARCEL ID#Ll1-26-21-0010-17300-0141 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR 8 PROPOSED USE SFR COMM OTHER Revismn TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL BUILDING SIZE BUILDING ET]ELECTRICAL $ PLUMBING =MECNANICAL =GAS ROOFING 0 FINISHED FLOOR ELEVATIONS I BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address 2010 5 HEIGHT VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY [ W.R,E,C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO COMPANY REGISTERED COMPANY IF REGISTERED License # _.... _ FEE CURREN License # E PLUMBER COMPANY I I SIGNATURE REGISTERED W Y I N FEE CURREN Y/ N Address License# MECHANICAL COMPANY SIGNATURE F REGISTERED ;;;; FEECURREN Y J N �- a Address License # OTHER COMPANY SIGNATURE REGISTERED YIN FEECURREN Y / N Address License# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster Site Work Permit for subdivisionsliarge 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, Stonnwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all now projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application; notarized If over $2600, a Notice of Commencement is required. (A/C 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 813-780-002e 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„ troth 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 "contractor Block" of this application for which they will be responsible, if you, as the owner sign as the contractor, that may an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUT ILMii S 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 poor 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 thabi, 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 applicants 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'SJOWNER'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, 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 -dells, Wastewater Treatment, Septic Tanks US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. 1 understand that the following restrictions apply to the use of fill Use of fill is not allowed in Flood Zone "V' unless expressly permitted. If the fill material is to be used in Flood Zone "A" it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall, If fill material is to be used in any area, i certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If i am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas: or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel„ alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors In plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance; or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O TAIN FINANCING, G, NSULT FLORIDA JURAT (F.S. 117,03) OWNER OR AGENT CONTRACTOR Subscribed and swom to (or affirmed) before me this m to or s m t r by Who islare personally known to me or has/have produced o i are r a e pro uced as identification, as i entification. Notary Public Notary Public Commission No. Commission No. E Name of Notary typed, printed or stamped Name of Notary ty to or st pod i; r THIS INSTRUMENT PREPARED BY, Name: Freedom Forever:t.LO Address. 2619 Consulate Or, Ste 800 Odanda, FL 32815. .. _... Permit Number Parcel F of Commencement. 2. GENERAL DESCRIPTION OF IMPROVEMENT: III + # » 1011 0* » M N interest in property: Fee Simple Title Holder (if other than owner listed above) Name. N/A Address AC Phone Number 727-294-7218 Y } #2010 51 st Ave E Ste 111 Palmetto SURETYresw }i ;k = payment bond attached)- } f kapplicable,f Amounti Bond, LENDER:6. #. #. Address: Designated7Persons within the State of Florida .: upon Whf f . .' or other documents . be < Y as provided by ,' ,. } noon Florida Address:Name� NIA Phone Number N/A addition,} ! of to receive a copy of the Lienors Notice as provided in Section 713. 13(l)(b), Florida Statutes� Phone number: N/A 9. ExpirationDate of Notice ofCommencement (The expiration is I yearfrom dateof recording unless a different date is specified)_ (Signature - Ow. or t ess d, or Owners or t....1$ (Print Name and Prwde $ulna ary's nife20fifiie) Authorized OtltcerlOireatdr7Partner!Manager} State of � County of The foregoing Instrument s acknowledged before me by means of [a/ physical presence or [ ] online notar" tion, this t day f 20 by 5kY J (name of parson acknowledging), who to j ] personally known to me or C has prpdu d as identification" �rti'r SIERRA CGRAY o _Notary Public -State of Florida �`'tCemmi�xitsl#NN t1�556 Hof ti MY Comm, Explres Apr 6, 2Q29 Si nitre bf Notaty (public mm Bonded through National ROM Assn, ,....scr .. t'..:. Freedom Forever 2/9/2024 Planset Revision Letter REV #1 Attn. City of Zephyrhills (FL): The changes outlined in Revision Details have been applied to the plans corresponding to the following customer: SEAN LAURSEN 38835 4TWAVEVUE, ZEPHYRHILLS, FL 335 Revision Details: Layout change at install. All corresponding changes are notated on the plans by revision clouds. Thank you for your time in reviewing these plans, Please reach out if you have any additional questions or concerns. Construction Engineering Freedom Forever p domforever.com DocuSign Envelope ID: - D19CE694-414D-486C-B6C1-CB66C3E45D76 hill Permit Application Fax-813-780.0021 "y Building Department Date Received 2-1-2023 Phone Contact for Permitting 727 294 7218 Sean Laursen Owner's Name Owner Phone Number (8i3} 93$ Z 515 venue; ep yr s, Owner`s Address Owner Phone Number Fee Simple Titleholder NameOwner Phone Number Fee Simple Titleholder Address t AV enUe, Zep..yr 1 s, L�w4-� JOB ADDRESS LOT # SUBDIVISION Its Of1�1yrFlillS PARCEL iO# 11-25-21-0010-17300-0141 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED PROPOSED NEW CONSTR F_� ADDIALT SIGN DEMOLISH INSTALL REPAIR SFR COMFIT t� OTHER SDIarPametmstaliation BLOCK E] FRAME STEEL Installation of PV solar panels on rooftop. SO FOOTAGE 22j.E HEIGHT ELECTRICALrz -10898,00 1 =PLUMBING $ =MECHANICAL $ _ =GAS ROOFING FINISHED FLOOR ELEVATIONS VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA DYES BUILDER I I COMPANY SIGNATURE L REGISTERED I2L•7 Address g1l License # ELECTRICIAN COMPANY Freedom Forever FL, LLCSIGNATURE REGISTERED Y N�� FEECU ENREN � Y NAddress 201 Q 51 st ve almetto FI 34221 License # I EC13008056 PLUMBER � COMPANY SIGNATURE REGISTERED Y t N FEE CURREN Y t N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED ;;;; KEE CURREN Y/ N Address ====== License # OTHER COMPANY ���SIGNATURE REGISTERED �° 1 N ��F.EN Y / N Address License# � ���� It # tit* ' *Isis #3#dIsis 3Is a *III#11f Ili 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) let of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onslte,'Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects, All commercial requirements must meet compliance SIGN PERMIT Attach (2) setts 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 it shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW DocuSign Envelope to: DI9CE694-414D-486C-B6C1-CB66C4E45D76 h1115 I'Errrilt Application Fax-813-780-0021 ,.. —.,y ——r,,,y, pp Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, if the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors; he is advised to have the contractor(s) sign portions of the "contractor Block' of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIU'TILITiE a 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 roust 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 ProtectionGuide" 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. CONTRACTOWSIOWNER'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 govemmentagencies 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 Sayheads, 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. - Departments 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 professional engineer licensed bythe 'State of Florida. If the fill material is to be used inFloodZone "A" in connection with a permuted building using stem wall construction; I certify that Till 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 suchfillwill 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 t am the AGENT FOR THE OWNER, I promise in good faith to inform the owner ofthe 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 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117,03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or off need) before mo this b worn t (or z e on n t "s by ... Who Were personally known to me or hasihave produced o r ers ally mown r r h s/have pro uce as identification. as identification. Notary Public Notary Public Commission No, JofNota Name of Notary typed, printed or stamped n ad ior stamped �u SIERRA C GRAY Notary Public • State of Florida `g¢ Commission a HH 114656 of fv My Comm, Expires Apr 6, 2025 Bonded through National Notary Assem. Dear Whom It May Concern, Installation of a 4.235 kW (DC) Rooftop PV Solar System a If you have any questions regarding this project, please feel free to contact me. Mike Rieth, P.E. .. .. .. .,. .. ... ,. .i_. ., ,. , .,. TM '�^z.., ,kri Corn i ., � 4 r,_, CORP I RESULTS SUMMARY FL t I III fill " l i4lo Yuwl"�, E IV No, 86261 T T F- F v Roof Live toad Member Tributary Area Roof 1 Pitch Tributary Area Reduction Factor Roof Slope Reduction Factor Rdcd Roof give toad; Lr = L Ground Snow toad Effective Roof Slope Snow Importance Factor Snow Exposure Factor Snow Thermal Factor Minimum Flat Roof Snow Load ,N � // " �d No, 86261 F ir,rtt����et>r Les m 20,00 psf ,At < 200 ft' 2 ° or 6/12 R1 = 1.00 R2 = 0,90 fr= 18 fi Pg = Oi 00 psf 2S° Is = 1,00 Ge : 1,00 Gt = 1.10 �rnln : O;00 psf EXISTING WITH Pit PANELS Roof Dead Load (DL) = 710 13,10 PSf Roof Live Load (Lr) = 1&00 0.00 PSI` Roof Snow Load (51.) = UO 0,00 psf EXISTING WITH PV PANELS (DL + Lr)/Cd = 20,08 14S6 PSf A + SQ/Cd = 6A7 1139 PSf Maximum Gravity Load = 20,08 14.56 Psi` Load Increase (%) =1 -27A51% 1 gym( The requirements of section 806,2 of 2018 IEBC are met and the structure is permitted to remain unaltered, A n�j NOTE, * Wind calculation is based on ASCE 7-16, 29,E - C&C, LC #7: 0,6DL + 0.6WL is used, FL '10'�J%jj fill, '�10 Yowl'It", 0 F- At 0-, N,1 ORO Sq Roof Live Load Member tributary Area Roof 2 Pitch Tributary Area Reduction Factor Roof Slone Reduction Factor Ground Snow Load Effective Roof Slope Snow Importance Factor Snow Exposure Factor Snow Thermal Factor Minimum Flat Roof Snow Load Lo = 20,00 psf At < 200 ft' 24' or 6f12 R1 = 1,00 R2 = O,93 Pg = O3 00 pSf 4' Is = 1.00 Ce = 1.O0 Ct = 1.10 i#n = O.00 psf FL 1ffra r a Y1 'rs At No, 86261 fffrof���tet� GuW EXISTING WITH PV PANELS Roof Dead Load (ILL) = 7,10 13,10 p3f Roof Live lead (Lr) = 18,50 €OZO psf Roof Snow Load (SLR = 0100 000 psf EXISTING WITH PV PANELS (DL t Lr)JCd = 20,48 14.56 psf ( L + SQ/Cd = 6A7 11,39 psf Maximum Gravity Load = 20A8 14,56 psf Load Increase (%) =p -2 ,9 % () The requirements of section 506,2 of 2018 fEBC are met and the structure Is permitted to remain unaltered. NOSE: * Wind calculation is Lased on ASCE 7-16, 29,E - C C, LC #7: C ,6DL + OkWL is used. FL NOXerrrrrst p10YIJWI le xa> o, 86261 <a Re CODES: CONSTRUCTION NOTES: THIS PROJECT COMPLIES WITH THE FOLLOWING. 2020 7TH EDITION FLORIDA BUILDING CODE CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM Ui CODE REQUIREMENTS AND 2020 7TH EDITION FLORIDA RESIDENTIAL CODE ARE NOT LEANT TO LINT UP -SIZING AS REQUIRED BY FIELD CONDITIONS. 2020 7TH EDITION FLORIDA MECHANICAL CODE ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAXIMUM EXTENT 2020 7TH EDITION FLORIDA PLUMBING CODE POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR TO THE SURFACE UPON WHICH THEY ARE 2020 7TH EDITION FLORIDA FUEL GAS CODE MOUNTED. 2020 7TH EDITION FLORIDA ENERGY CONSERVATION CODE 2020 7TH EDITION MODULES SHALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN FLORIDA EXISTING BUILDING CODE ACCORDANCE WITH UL 2703, SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER 2020 7TH EDITION FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION FLORIDA FIRE PREVENTION CODE SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. 2017 NATIONAL ELECTRICAL CODE DIG ALERT (811) TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY AS ADOPTED BY CITY OF ZEPHYRHILLS EXCAVATION TAKING PLACE PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM N9.94884 � 4e DC DISCONNECT/INVERTER AS PER 2017 NEC SEC 250.160(A). Q SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ART.i90 OF THE 2017 NEC ° VICINITY #P: gyt $SAL THE MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER��� I i UTILITY COMPANY WILL BE NOTIFIED PR4OR TO ACTIVATION OF THE SOLAR PV SYSTEM SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 6210 -1 (CLASS II SAFETY) AND UL 1741 STANDARDS CLIENT: Inv SEANLAURSEN I INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT CONDUIT 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 { 7 ATTACHED TO THE ROOF USING CONDUIT MOUNT, AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 332610853 Kw x a'h ky, ,',,. , „ ARM 11-26-21-as710-173OM141 PHONE: (813) 838-2515 r a y. � E N SEANLAURSE f . MAIL. AOL,GOM " ' 41,h r Ave# SYSTEM; ? " SYSTEM SIZE (DC): 11 X 385 = 4,235 kW SYSTEM SIZE (AC): 3.800 kW � 240V F MODULES: 11 X JINKO SOLAR: j( JKM385 RL3-B OPTIMIZERS: 11 X SO EDGE S440 i INVERTER: NVE TER.SOLAREDGE SE384OH USRGM N s Lw SITE LOCATION TABLE p� �g F CONTENTS: E�XTING SYSTEM, SYISTEM SIZE (DC): 25 x 405 ® 10A25 kW SYSTEM SIZE (AC): T600 kW @ 240V PV61 SITE LOCATION REVISIONS PV-2 SITE PLAN N0. REVISED BY DATE PV-2A ROOF PLAN WITH MODULES LAYOUT PV-2B ARRAY AND STRUCTURAL TABLES i'V-3 MOUNTING DETAILS freedom - PV-3A MOUNTING DETAILS PV �I THREE LINE DIAGRAM FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, PV-5 CONDUCTOR CALCULATIONS 819 Tel:60 ) 385- 1075 PV-6 EQUIPMENT & SERVICE LIST A RI H PV-7 LABELSa Y_ PV-7A SITE PLACARD PV-8 OPTIMIZER CHART CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR PV-9 SAFETY PLAN EC13008056 PV-10 SAFETY PLAN APPENDIX MANUFACTURER SPECIFICATION SHEETS JOB NCI: DATE: DESIGNEDY: SHEET: S.IPV-i399344 1t2912024 A 70'-10" LEGEND.. I CHIMNEY PIPE VENT MODULES CONDUIT F , SETBACK DISCONNECT [T JBI JUNCTION BOX L --- j INVERTER 11 So] ISOLATED LOAD PANEL MAIN SERVICE PANEL ROOF LINE PROPERTY1 (N) 11 JINKO SOLAR: JKM385M-6R (N) JUNCTION (E) MAIN SERVICE PANI (E) UTILITY METE (N) UTILITY DISCONNECT EAT DG222NRB (OR EQUIVALEI (N) DEDICATED LOAD CENTER (N) SOLAREDGE SE380OH-USRGM (S11- INVERTER WITH RAPID SHUTDOWN (E) SOLAREDGE SE760OH-USRGM [S11 INVERTER WITH RAPID SHUTDOVIf TOTAL OF AREA RIDGE SETBACK CALLS: TOTAL ROOF AREA: 2460.1 SCE FT SINGLE MODULE AREA: 20.54626938 SQ FT TOTAL NUMBER OF MODULE& 11 TOTAL AREA OF MODULES: 226.01 SQ FT ROOF COVERAGE,- 9.19% FIRE SPRINKLERS: NO THIS SYSTEM DESIGNED WITH: WIND SPEED: 145 WIND EXPOSURE: C SNOW LOAD,- 0 4TH AVENUE FL N.'01111 I $III// ioo Y PRI, z- No. 86261 gL. s 2LIENT', SEAN LAURSEN 38835 4TH AVENUE, ZEPHYRHILLS, FL 3354 AHJ: Cire OF ZEPHYRHILLS UTILITY; DUKE ENERGY METER: 332610853 APN: 11-26-21-0010A7300-0141 PHONE: (813) 838-2515 EMAIL; SEANLAURSEN@AOL,COk4 SYSTEM WE (DC;: 11 X 385 = 4,235 kW SYSTEM SIZE (AC;: 3,800 WIN @ 240V MODULES: 11 X ANK0 SOLAR: JKV1385m-6RL3-8 OPTIMIZERS: I I X SOLAREDGE S440 INVERTER: SOLAREDGE SE380OH-USRGM [Sill SYSTEM SIZE (DC): 25 X 405 = 10, 125 Wl SYSTEM SIZE (AC): 7.600 W4 @ 240V ___F_REV1i1_0_NS'T__ lUfreedom- L= FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: IWO) 385-1075 GReG ALBRIGHT Ai/ IF CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 SITE PLAN JOkBNO: E1DATE: DES=GED BY: HVVE_-E 2T: 39912120241A.S, p LAYOUT SUBJECT TO CHANGE CHIMNEY PIPE VENT MODULES u CONDUIT rF11 SETBACK DISCONNECT 1E JUNCTION BOX [I :NV] INVERTER 11 So] ISOLATED LOAD PANEL MAIN SERVICE PANEL TOTAL ROOF AREA: 2460.1 SQ FT TOTAL ARRAY AREA: 226.01 SCE FT ARRAY COVERAGE- 9.19% SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS ROCKIT SMART SLIDE POINT -LOAD- 22.46 LES 1-� ROOF PLAN N SCALE: 1/819 = 11-099 ul 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 MODULES 3, JUNCTION BOX IS MOUNTED TO THE RAIL. CLIENT: 'g-EANLAURSEN 38835 4TH AVENUE, ZEPHYRHLLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILJTYo DUKE ENERGY METER' 332610853 APN: 11-26-21-0010-17300-0141 PHONE: (813) 838-2515 EMAIL: SEAM LAURSFN@AOL,COM SYSTEM SIZE (DC): 11 X 3851 = 4,235 kW SYSTEM SIZE fA(,): 3,800 kW @ 240V MODULES: 11 X JINKO SOLAR: JKK4385M-6RL3-B OPTIMIZERS: 99 X SOLAREDGE S440 INVERTER: SOLAREDGE SE380OH-USRGIM pslij SYSTFM SIZE (DC): 25 X 405 = 10,125 kW SYSTEM SIZE (AC): 7,600 kW @ 240V --------------- f vaedornr FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 TeW (M 385-1075 aREG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CON T RACTOR EC13008056 ROOF PLAN WITH MODULES LAYOUT -------- r ---------- �0" ,1"4o'1 DATE )EIq' �INEDSY:,SHEET, 3f4 1/2912024�A.S.,�PV-21 X.-tw-Rom CHIMNEY mmmc�� 1-1 -1.1 - CONDUIT , UM7 SETBACK LF-I AC cj AC DISCONNECT 2 JUNCTION BOX ITV INVERTER H ISOLATED LOAD PANEL MAIN SERVICE PANEL m (N) 11 JINKO SOLAR: JKM385M-6R (N) JUNCTION (E) MAIN SERVICE PANI (E) UTILITY METE (N) UTILITY DISCONNECT EAT DG222NRB (OR EQUIVALEI (N) DEDICATED LOAD CENTEF (N) SOLAREDGE SE380OH-USRGM [SIl- INVERTER VATH RAPID SHUTDOWN (E) SOLAREDGE SE760OH-USRGM [SIl INVERTER WITH RAPID SHUTDOV\fl TOTAL ROOF AREA: 2460.1 SO FT SINGLE MODULE AREA: 20.54626938 SO FT TOTAL NUMBER OF MODULES: 11 TOTAL AREA OF MODULES: 226.01 SQ FT ROOF COVERAGE: 9.19% FIRE SPRINKLERS: NO THIS SYSTEM DESIGNED WITH: WIND SPEED: 145 WIND EXPOSURE: C SNOW LOAD: 0 4 SITE PLAN SCALE 2/25 1 -0- 11 0 4TH AVENUE -------- ;e- E N \w No�94884 0% STATE OF ROOF AREA: 2460.1 SO FT 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 332610853 APN : 11-26-21-0010-17300-0141 PHONE; (813) 838-2515 EMAIL: SEANLAURSENQAOL.COM SYSTEM: SYSTEM SIZE (DC): 11 X 385 = 4,235 kW SYSTEM SIZE (A:C): 1800 kW @ 240V MODULES: 11 X JINX O SOLAR: JKM385M-6RL3-B OPTRAIZER& I I X SOLAREDGE S440 INVERTER: SOLAREDGE SE380OH-USRGM [Sil) EXISTING SYSTEM SYSTEM SIZE (DC): 25 X 405 = 10125 kW SYSTEM SIZE (AC): 7.600 kW @ 240V fr"dom lo FREEDOM FOREVER LLC 2619 CONSULATE OR SUITE 800, ORLANDO, ({FL 32819 Tel: OO G UM-105 IS ir OR ,H A "k CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13006056 SITE PLAN SITN ED 1YSHEET: 399344 1/29/2024A.S.I. LAYOUT SUBJECT TO CHANGE CHIMNEY PIPE VENT MODULES CONDUIT SETBACK , DAC AC DISCONNECT JUNCTION BOX INVERTER RISOLATED LOAD PANEL lm:s IP MAIN SERVICE PANEL TOTAL ROOF AREA: 2460.1 SQ FT TOTAL ARRAY AREA: 226.01 SQ FT ARRAY COVERAGE- 9.19% SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS ROC IT SMART SLIDE POINT-LOAD22.46 LBS ROOF PLAN SCALE.- -091 FL "N%j%tjl I I f I i4lo yup,/ E Z: No�86261 .4� 0 R0 ,NOTE& z � 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 MODULES 3. JUNCTION BOX IS MOUNTED TO THE RAIL. CLIENT: 'gE—ANLAURSEN 38835 4TH NVENUE, ZEPHYRHILLS, FL 3354 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 332610853 Ni 11-26-21-0010-17300-0141 PHONE: (813) 838-2515 EMAIL SEANLA.URSEN@AOL.COM iy—sTEml SYSTEM SIZE (DC): 91 X 385 = 4,235 kWl SYSTEM WE (AC): 3,800 PW @ 240V MODULES: 11 A JINKO SOLAR: JKM385M-6RL3-B OPTIMIZERS: 11 X SOLAREDGE S440 INVERTER: SOLAREDGE SE380OH-USRGM Ism] SYSTEM SIZE (DC): 25 X 405 = 19,126 W SYSTEM SIZE (AC): 7.600 W @ 240V 4— freedom 1- FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 8W, OPLANDO, FL 32819 TelAOW3825-1075 G a 2REG ABRIGHT CONTRACTOR LICENSE: CEPTIFIED SLECTMCAL CONTRACTOR EC13008056 ROOF PLAN VATH MODULES LAYOUT i ::::::; ZIG NWE-0-8-7:1—SHEET 3993" 11129120241 A31 s P_V-2A ROOF DETAILS: ROOF AREA STATEMENT FL C E IV €mre Z' No, 86261 z 7 '0 70NAL'V 38835 4TH AVENUE, ZEPHYRMLLS, FL 33542 AHJ; CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METEk 332610853 APN: 11-26-2 1-0010-17300-0141 PHONE. (813) 838-2515 EMAIL: SEAM LAURSEN@AOL.COM SYSTEM SYSTEM SIZE (DC): I I X 385 = 4,235 kW SYSTEM SIZE (AC): 3,800 W @ 240V MODULES: 11 A JWK0 SOLAR: JKM38sm-6RL3-B OPTWIZERS: 91 X SOLAREDGE ff-VERTEW SOLAPEDGE SE380OH-USRGM [sm] EXISTING SYSTEM, SYSTEM St (DC): 25 A 405 = 10,125 WW SYSTEM S2E (AC): 7,600 kW @ 240V T--kP- iiSliSS -1 fereedam L_ FREEDOM FOREVER LLC 2619 CONSULATE DR SURE 800, ORLANDO, FL 32819 T el:0 W5-1075 0 2RP E G A)LBRIGHT CONTRACTOR LICENSE: C;RTWWED ELECTRICAL CONTRACTOR EC13008056 ARRAY DETAILS JOB,:NO DATE� DEQ=IGWNEDBY�SHEET�', 34::4:::l� AS ,_2 r,,,-2B L301:344 112912024 kSl P11 , TABLE I - ARRAY INSTALLATION ROOF MAX UNBRACED STRUCTURAL PENETRATION MAX ATTACHMENT MAX RAIL OVERHANG(l ROOFING TYPE ATTACHMENT TYPE PITCH FRAMING TYPE LENGTH(FT.) # ANALYSIS RESULT PATTERN SPACING (IN.) Nod ROOF 1 26 Comp Shingle Ecofasten Rockit Smart Slide 2x6 @ 24" O,C, 8,5 PASS STACKED 48 16 ROOF 2 24 Comp Shingle Ecofasten Roc it Smart Slide i2x6 @ 24" O,C. 8.5 PASS STACKED 48 16 1, CONTRACrOR TO VERIFY FRAMING TYPE AND MAX UNBRACED LENGTH PRIOR TO INSTALLATION, IF THE ABOVE INFORMATION DOES NOT MATCH FIELD CONDITIONS, NOTIFY ENGINEER OF RECORD IMMEDIATELY. 2, WHERE COLLAR TIES OR RAFTER SUPPORTS EXIST, CONTRACTOR SHALL USE RAFTERS WITH COLLAR TIES AS ATTACHMENT POINTS, IONS, I SOLAR PV ARRAY SECTION VIEW NT Scale- NT S A'Ad 0 PIUVR � IV MODULE fSACC_MENT DETAIL .NTS STACKED DETAIL For Illustration purposes only STAGGERED DETAIL For ljjustratior� purposes only WON FL I 0 YL18 C E IV No, 86261 VN YON, Yk N 1 U j z 1012 4 SEAN LAURSEN 38,835 4TH AVENUE, ZEPHYRHiLLS, FL AHJ: CITY OF ZEPHYRHILLS UTILITY; DUKE ENERGY METER: 332610851, APN: 11-26-21-0010-17-300-0141 PHONE: (813) $38-2515 EMAJL. SEANLAURSEN6_A0L,C0M 14YSTEIA, SYSTEM SIZE (DC): 11 X 385 = 4,235 kW SYSTEM SVE (AC): 3,800 kW @ 240V MODULES: 19 X JNK0 SOLAR: JKF,A385M-6RL" OPTIMIZERS: I! X SOLAREDGE S440 MOVE TER: SOLAREDGE SE380NH-USRGM [S11] gKIS'rNG SYSTEM. SYSTEIN SIZE (DC): 25 A 405 = 10,125 kW SYSTEM S17-E (AC); 7,600 W4 @ 240V RLeISEDSY E v is em 0 M FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: 00) 385-1075 GROG AL BRIGHT A� CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 .JOB MOUNTING DETAILS JOB NO: DATE: DESIGNED BY: SHEET: 399344 112V2074 EN - M_ Id BACKFEED FUSE SIZING MAX, CONTINUOUS OUTPUT 47.67A @ 240V STRING-1 JiNKO SOLAR: JKM38SM-6RL3-B, 365W 2 - #10 AWG, Pv YARE I - 96 AWG IN FREE AIR OF *10 AVVG MUST BE IN EMT CONDUIT INTERCONNECTION METHOD SUBJECT TO CHANGE (N) SOLAREDGE SE3800H-USRGM [$I I I (N) 60A FUSED INVERTER, 3806W GENERATION DISCONNECT 3 - # AWG, THWN-2 St'ATCH A r-] AC I - # EGO, THWN-2 EAT ON DG222NRB (OR SOLAREDGE S440 IN 34'OR LARGER EMT CONDUIT EQUIVALENT, POINER OPTIMIZERS NTH, 60A FUSES, (N) 100A DEDICATED KNIFESLADE, LOCKABLE, NEMA LOAD CENTER 3R, UL LISTED JUNCTION ------- OX u RAND SHUTDOWN 2 - #10 AWG, THWN-2 SWITCH 1 - #10 EGC, THAN-2 3 - tYr AING, THWN-2 3 - AWG, THWN-2 IN 3/4' OR I - *!u EGC, THWW2 I - G EGQ THWN-2 LARGER EMT CONDUIT IN 3/4'OR LARGER EMT IN 3/*'OR LARGER EMT CONDUIT CONDUIT EXISTING CONDUIT ANOW' (E) MODULESE) SoLA ED G QCELL OPEAK INVERTER EUO SLK SOLAREDGE ML-G10+405 SE7600H-US 25 405W "W (E) 150A RATED MAIN SERVICE PANEL I PH, 120/240V 60HZ (E) 150A / 2P MAIN BREAKER (TOP FED) (E) UTILITY METER BEAN LAURSEN 38835 4TH AVENUE, ZEPHYRHILLS, FL AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 332610853 ARK 11-26-21-0010-17300-0141 PHONE: (813) 838-2515 EMAIL: SF-ANLAURSEN@AOL.COM SYSTEM: SYSTEM SIZE (DC): 11 X 385 = 4.235 kW SYSTEM SIZE (AC): 1800 kW @ 240V MODULES: 11 X JINKO SOLAR: JKM385M-6RL3-B (N) LINESIDE TAP VIA UL OPTIMIZERS: 11 X SOLAREDGE S440 LISTED CONNECTOR INVERTER: SOLAREDGE SE380OH-USRGM (sl 1) mm EXISTING SYSTEM SYSTEM _SIZE (DC}: 25 X 405 = 10,125 kW SYSTEM SIZE (AC): 7,600 kW @ 240V REVISIONS 9, freedom - FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel; (800) 385-1075 GREG ALBRIGHT CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR E-113008056 NOTE: CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT THREE LINE DIAGRAM TO LIMIT UP -SIZING AS REQUIRED BY FIELD CONDITIONSJOB NU DATE: :SIGNED �11Y:SPH'EET� T �7 SI L 39334 11129120241 A,&L PV-4 WIRE SCHEDULE STARTINGTE�IPE STARTING TUBE ADJUSTMENT ADJUSTED MAXIMUM RACEWAY CONDUCTOR AWW3 ALLOWABLE CIIPaREIIT CORRECTION FACTOR FOR CONDUCTOR CIIPcEI�IT EQUIPMENT CITY. WIRE AMPACITY 90°C APPLIED TO FACTOR MORE THAN 3 AI PACITY APPLIED TO SIZE 310.15(B}{16} CONDUCTORS 310,15{B)(2)(a) CONDUCTORS C 90°C CONDUCTORS IN RACEWAY 310.15(B)(3)(a) IN RACEWAY 1 OCMODULE TO OPTIMIZER 2 10 40 14.03 0,91 1 36.40 17,53 2 OC OPTIMIZER TO JUNCTION BOX 2 10 40 15.C30 0,91 1 36,40 18.75 3 CiC JUNCTION BOX TO INVERTER 2 10 40 15.00 0.91 1 36A0 18.75 A INVERTERTC DEDICATED LOAD CENTER 3 10 40 16,00 0.91 1 36.40 20,00 5 AC EXISTING INVERTER 1 TO DEDICATED LOAD CENTER 3 8 55 31.67 0.91 1 50.05 39.58 6 AC DEDICATED LOAD CENTER TO AC DISCONNECT 3 6 F:::75 47.67 0,91 1 68.25 59.58 7 AC AC DISCONNECT TO POI 3 6 75 47.67 0.91 1 68.25 59.58 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 332610853 ARM 11-26-21.0010-17300-0141 PHONE: (813) 836-2515 EMAIL: SEANLAURSEN AOL.COM SYSTEM: SYSTEM SIZE (DC): 11 X 385 w 4235 k SYSTEM SIZE (AC): 3.800 kW Q 240V MODULES: I I X JINKO SOLAR: JKM385M-6RL3-B OPTIMIZERS: 11 X SOLAREDGE 5440 INVERTER: SOLAREDGE SE380OH-USRGM [Sil] EXISTING SYSTEM; SYSTEM SIZE (DC): 25 X 405 = 10A25 kW SYSTEM SIZE (AC): 7,600 kW a 240V NO. 1 REVISED BY DATE FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 TeL (800) 385-1075 GREG ALBRIGHT fk f.y. CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 CONDUCTOR CALCULATIONS JOB NO: DAT�DESIGNED BY: t SHEET; 399344 1f2912024 A.S.3. PV-8 OCPD SIZES: SERVICE LIST: 20A BREAKER NONE 40A BREAKER 0A FUSES E IV MATERIAL O TY. PART PART # DESCRIPTION 11 MODULES PV-118-385-2 JINKO SOLAR: JKM385M-6RL3-B ®� k s • ®per t N 11 OPTIMIZERS OPT-130440-2 SOLAREDGE 6440 POWER OPTIMIZER - FRAME MOUNTED MODULE ADD -ON :� III fill 1 JUNCTION BOX RAC-260-049 60OVDC NEMA 3R UL LISTED JUNCT}ON BOX 1 MOUNTING BRACKET RAC-211-201 UNIRAC E-BOSS J-BOX MOUNTING BRACKET 2 ELECTRICAL ACCESSORIES EA-350-326 STAUBLI l MULTI -CONTACT MC4 CONNECTORS (FEMALE) 2 EQUIPMENT ACCESSORIES EA-350-327 STAUBLi I MULTI -CONTACT MC4 CONNECTORS (MALE) 1 IINVERTERS INV-120-368 SE380OH-US (S1] RGM 240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PROTECTION AND RAPID SHUTDOWN CLIENT: 1 MONITORING EQUIPMENT ME-180-502 SOLAREDGE CELL MODEM SEAN LAURSEN 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 1 LOAD CENTERS/MAIN PANELS EE-151-109 100A DEDICATED LOAD CENTER AHJ: CITY OF ZEPHYRHILLS 1 DISCONNECTS EE-321-061 60A RATED 240VAC NEMA 3R UL LISTED UTILITY: DUKE ENERGY 2 FUSES BR-330-060 60A FUSE 1 PH 240VAC METER:332610853 APN: 11-26-21-0#i10-i 7300-0141 3 ELECTRICAL ACCESSORIES EA-350-113 IDEAL B-TAP 4/0-10 AWG PHONE: (813) 838-2515 23 FITTINGS/ANCHORS RAC-265-034 ROGKIT SMART SLIDE EMAIL: SEANLAURSEd('Sa AOL.COM 25 FOOTINGS RAC-265-004 "MFG: ECO FASTEN, ROCKIT COMP COUPLING AL BLK, MFG SKU: 2011021" 23 FOOTINGS RAC-265-001 "MFG: ECO FASTEN, GF-1 FLASHING GLV BILK 8X10„°. MFG SKU: 3012020" FOOTINGS RAC-265-028 "MFG: ECO FASTEN, SKIRT AL BLK 35 M & 40MM A80, MFG SKU: 2099012" SYSTEM: FITTINGS/ANCHORS RAC-265-031 "MFG: ECO FASTEN, SKIRT END CAP PLS 35MM&40MM-A, MFG SKU: 2099035"SYSTE SYBTEFfi S}ZE {DC): 11 X 385 = 4.235 k �! SIZE 11 RAILS RAC-265-018 {�1FG: ECO FASTEN, FRAkr}E I�LPE MOUNT 58, NIFG SKJ: 4011012" (AC):IN O S LA : 240V Mt?DULES: 11 X J}NKO SOLAR: MODULES: 46 SCREW RAC-265-035 ROCKIT SCREW #12X3 JKM385M-6RL3•6 OPTIMMERS: 11 X SOLAREDGE S440 € ERTER: SOLAREDGE SE3800H-USRGM [SI1j EXISTING SYSTEM; SYSTEM SIZE (DC): 25 X 405 = 10,125 kW SYSTEM SIZE (AC): 7,600 kW C 240V REVISIONS NO, REVISED BY DATE _ 1 _ f ( ++J 4£YtR FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 TeL (860)385-1075 GREG ALBRIGHT F _ CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR ECIW08056 EQUIPMENT & SERVICE LIST JOB NQ: DATE: DES}C BY: SHEET: 399344 1/29/2024 A.S.3; PV_6 S., 0 --- (4 TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN ENTIRE PV SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE POSITION, if you hwe any quesufts awn ywr symm, plame call out cutwmer Supillart T"m at 8-018118. 1110it-1529-7.64,31 11111 This "fwpv"ftmw" figw tw % f r pe, d; ce 1 NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON. 2ALL MARKING SHALL CONSIST OF THE FOLLOWING: k UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING. B. 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. SIGNS SHALL BE ATTACHED TO THE SERVICE EOUIPMENT WITH POP -RIVETS OR SCREWS 71M SEAN LAURSIEN 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 332610853 APN: 11-26-21-0010-17300-0141 PHONE: (813) 838-2515 EMAIL: SEANLAURSEN@AOL.COM SYSTEM: SYSTEM SIZE (DC): 11 X 385 = 4.235 kW SYSTEM SIZE (AC): 1800 kW @ 240V MODULES: I I X ANKO SOLAR: JKM385h&6RL3-B OPTIMIZERS: I I X SOLAREDGE S440 INVERTER: SOLAREDGE SE380OH-USRGM (Sill SYSTEM SIZE (DC): 25 X 405 = 10.125 kW SYSTEM SIZE (AC): 7,600 kW a 240V REVISIONS I �Vv freedom - FREEDOM FOREVER LLC 2619 CONSULATE OR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT "A CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC-130080565 LABELS JOB NO: DATE: DESIGNED BY: SHEET: A.S7 PV_7 399344 /2912024 A.SA, PV 7 � st i x MARKINGS SHOWN HEREON. PRINTED2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: X UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. C. AERIAL FONT. 3, ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN. SEANLAURSEN 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER:332610853 APN: 11-26-21-0010-17300-0141 PHONE: (813) 838-2515 EMAIL: SEANLAUR8EN(§AOL,COM SYSTEM: SYSTEM SIZE (DC): 11 X 385 = 4.235 kW SYSTEM SIZE (AC):1800 kW C 240V MODULES: 11 X JINKO SOLAR: JKM385M-6RL3-8 OPTIMIZERS: 1 i X SOLAREDGE $440 INVERTER: SOLAREDCE SE3800H-USRGM [Sli] 1XISTING SYSTEM, SYSTEM SIZE (DC): 25 X 405 = 10.125 kW SYSTEM SIZE (AC): 7.600 kW @ 240V j o mF FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: () 385-1075 DREG ALBRIGHT tS f � CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 SITE PLACARD JOB NO: DATE: DESIGNED BY: SHEET: 399344 3129/2024 A.S.I. �PV-7A 1-10 11-51-60 SOLAREDGE OPTIMIZER CHART 1 f i i I } 1 � S I i j I CLIENT: SEANLAURSEN 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS UTILITY: DUKE ENERGY METER: 332610853 APN:11-26-21-0010-17300-0141 PHONE: (813) 838-2515 EMAIL: SEANLAURSEN@AOL,COM I i SYSTEM: f SYSTEM SIZE (DC): 11 X 385 = 4.235 kW SYSTEM SIZE (AC): 3.800 kW @ 240V MODULES: 11 X JINKO SOLAR: JKM385M-6RL3-B OPTIMIZERS: 11 X SOLAREDGE S440 INVERTER: SOLAREDGE SE3806H-USRGM Ism] 1 I EEXISTING SYSTEM: SYSTEM SIZE (DC): 25 X 405 = 10.125 kW s SYSTEM SIZE (AC): 7.600 kW @ 240V �... REVISIONS NO. REVISED BY DATE m FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT Jumi e I CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR a, EC13008056 10 OPTIMIZER CHART ` JOB NO: GATE: DESIGNED BY: SHEET: 399344 1129f2024 A,S.I. PV-8 SAFETY PLAN MARK UP KEY POLICIES INSTRUCTIONS: INSTRUCTIONS: 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. PERMANENT ANCHOR 1. SCAN QR LINK BELOW TO 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE up ACCESS ALL FREEDOM PRE -PLAN j FOREVER SAFETY 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON POLICIES AND PROGRAMS_ THEJHA SHEET TEMPORARY ANCHOR UT INCIDENT REPORTING: INSTALLER LADDER INJURIES -CALL INJURY HOTLINE (855) 400-7233 AM *If injury is life threatening, call 911 first THEN the Injury Hotline FB JUNCTION COMBINER BOX lot NON -INJURIES -USE MOBILE INCIDENT REPORTING STUB -OUT (Auto, Property Damage, Near Miss) SKYLIGHT NO LADDER ACCESS (STEEP LM Ej GRADE OR GROUND LEVEL M' Ir UM MSP j OBSTRUCTIONS) CLIENT: SEANLAURSEN AC 38835 4TH AVENUE, ZEPHYRHILLS, FL 33542 AHJ: CITY OF ZEPHYRHILLS DLC H RESTRICTED ACCESS UTILITY: DUKE ENERGY METER: 332610853 NEAREST OCCUPATIONALIINDUSTRIAL CLINIC: APN 11 -26-21-0010-17300-0141 INV : PHONE: (813) 838-2515 NAME: INV I CONDUIT EMAIL: SEANLAURSENgAOL.COM O ADDRESS: GAS GAS SHUT OFF SYSTEM, NEAREST HOSPITAL: SYSTEM SIZE (DC): 11 X 385 = 4.235 kW SYSTEM SIZE (AC): 3.800 kW @ 240V MODULES: 11 X JINKO SOLAR: NAME: f H2OO WATER SHUT OFF JKM385M-6RL3-B OPTIMIZERS: 11 X SOLAREDGE S440 INVERTER: SOLAREDGE SE380OH-USRGM ADDRESS: s [Sli] SERVICE DROP SAFETY COACH CONTACT INFORMATION: POWER LINES NAME: EXISTING SYSTEM: SYSTEM SIZE (DC): 25 X 405 = 10A25 kW PHONE NUMBER: SYSTEM SIZE (AC): T600 kW @ 240V REVISIONS BREAK AND WATER LOG DATE 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 THIS LOG IS TO BE FILLED OUT ANY TIME THE TEMP EXCEEDS 90 DEGREES. THE CREW LEAD AND ROOF LEAD ARE RESPONSIBLE FOR ENSURING THIS IS i- PLAN FOR WORKING SAFELY. COMPLETED AND UPLOADED AT THE END OF EVERYDAY WHEN TEMPS EXCEED 90 DEGREES NAME SIGNATURE NAME 0800HRS 0900HRS 1000HRS 1100HRS 1200HRS 1300HRS 1400HRS 1500HRS 1600HRS q.freedom- FREEDOM FOREVER LLC 2619 CONSULATE DR SUITE 800, ORLANDO, FL 32819 Tel: (800) 385-1075 GREG ALBRIGHT A I CONTRACTOR LICENSE: CERTIFIED ELECTRICAL CONTRACTOR EC13008056 DATE: TIME: SAFETY PLAN JOB NO: DATE:I DESIGNED BY SHEET PV_9 399344 /2912024 X&L d JOB HAZARD ANALYSIS 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 Ladder Access • Ladders must be inspected before each use. • Extension ladders must be set up on a firm and level surface at 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 leanedagainst a structure). Add onal notes-, Mobile Equipment • Only Qualified operators will operate equipment; operators must maintain a certification on their person for the equipment being operated. • Type(s) of mobile equipment (Type/Make/Model): Crew leader responsible for communication with the Heat Related Illness Prevention NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE 0 Employees shall have access to potable drinking water that is (add as many as necessary by using additional sheets) Client and public is excluded from work area by barricades (N/A, fresh, pure, and suitably cool. The water shall be located as Yes, No): 7n close as practicable to the areas where employees are working. Define the Hazard: Method/steps to prevent incident: Water shall be supplied in sufficient quantity at the beginning of Training and Pre -Job Safety Briefing the work shift to provide at least one quart per employee per All employees onsite shall be made aware of the specific hazards hour for drinking for the entire shift. Employees may begin the of this project and review this HJA during a pre job briefing, and shift with smaller quantities of water if they identify the location Define the Hazard- Method/steps to prevent incident: their signature indicates awareness of site conditions and the and have effective means for replenishment during the shift to plan to eliminate any hazards identified prior to and during the allow employees to drink on quart or more per hour. The project, frequent drinking of water shall be encouraged. 9 Shade shall be present when temperature exceeds 80 degrees Crew leader (name/title)- Fahrenheit. When the outdoor temperature in the work exceeds Define the Hazard: Method/steps to prevent incident: 80 degrees Fahrenheit, employees shall have and maintain one Crew member (name/title): or more areas with shade at all times. - New employees must be acclimatized. New employees will be Crew member (name/title): monitored by their Crew Leader (site supervisor) for the first two (2) weeks of employment or longer when necessary. Define the Hazard: Method/steps to prevent incident: Crew member (name/title): e Employees will be allowed and encouraged to implement Crew member (name/title): cool -down breaks in the shade any time they feel the need to do Qualified operator(s): I so to protect them from overheating. Supervisors are Crew member (name/title): REQUIRED to allow employees any break period they need Material Handling and Storage I during high heat conditions. CLIE SEAN NT: LAURSEN Materials will be staged/stored in a way that does not present a Airborne Contaminants: 6 Cool Vests are encouraged for all employees at all times during 33835 4TH AVENUE, ZEPHYRHILLS, FL 3 hazard to client, personnel or public. Materials stored on the ® Asbestos -containing (Transite) piping (ACP) - Do not disturb periods of high heat, AHJ: CITY OF ZEPHYRHILLS roof will be physically protect from failing or sliding off. (move, drill, cut fracture, etc.) ® Identify the location of the closet Occupational/Industrial Clinic UTILITY: METER: 33261ENERGY DUKE 0853 ® Asbestos -containing thermal insulation (ACI) and or Hospital in case a crew member becomes ill. APN: 11-26-21-0010-17300-0141 Fall Protection • A site -specific plan for fall prevention and protection is required prior to starting work and must remain onsite at all times until work is complete; a fall rescue plan must be outlined and discussed among the crew prior to work start. • First -person -Up (FPU) must install their anchor and connect before any other task, including installing other anchors. The Last -Person -Down (LPD) must be the only person on a roof uninstalling fall protection. FPCP (name and title): LPD (name and title): Electrical Safety • The Electrical Qualified Person (EQP) is required onsite to perform electrical work. • All electrical work will be performed with equipment in an electrically safe condition (de -energized) unless approval has been granted prior to work. • Service drops and overhead electrical hazards will be indentified and protected from contact, as neccessaEy. EQP (name and tile): Public Protection • The safety of the Client and Public must be maintained at all times. • The Client and the Public shall be prevented from entering the work zone through the use of barriers and/or signage, as required. • Company, Client and Public property shall be protected from failing objects. ® Pets (including dogs) shall be secured by their owners prior to work start. • The Client should not leave pets, family members, or others in charge or care of Employees, Contractors, or Temporary Workers. M I wwl "I'm 0 If yes, list specific tasks and protection in place: 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 roof. Elevated work involving the moving or maneuvering of solar panels shall cease at 25mph (sustained wind) until wind subsides. Forecasted weather maximum temp (degrees f): em*lovees 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 restroom facilities with hand -washing stations. Use of onsite restroom is at the client's discretion (location is annotated below). If client does not give permission, location of suitable restroom facilities with hand -washing stations offsite will be provided. The onsite supervisor will identify location and make arrangements to ensure all employees have access at any point. • Restroom facilities will be circle one)- Onsite - Offsite If Offsite, add location name and address: Incident Reporting Procedure 0 Contact your Site Supervisor F_ Name: IPhone: Contact your Manager Name: Phone: Contact your Site Supervisor Name: Phone: With: Your full name, phone number, office location, brief description of what happen and when. FOR INSTALLATION REFERENCE ONLY SCAN QR CODE TO ACCESS REFERENCE LINK PV INSTALLATION REFERENCES 1 n m SOLAREDGE 13 ■ TSLA Misc. Quick Guide 2. 4 EAGLE to 0 u U _ C r s F, >� F %� / T R 11y � fi. 380-400 WATT TILING RIBBONMODULE Positive punter telerflce of 0--+3% * NYSE -listed since 2010, B[oomberg Tier 1 manufacturer Top performance in the strictest 311 party tabs * Premium solar factories in USA, Vietnam, and Mataysia TR Technology 9BB Half Cell Technology Shade Tolerant Thick and Tough Leading Warranty BUILDING YOUR TRUST IN SOLAR. W: WJINK`; LAR."a f ENGINEERING DRAWINGS Front Side ! ength: =f- 2mm V9sdtn. 4- 2mmi Height: 4 lmm s, Row A'iiui: tj- 2mm ELECTRICAL PERFORMANCE & TEMPERATURE DEPENDENCE Temperature Dependence o` isc, Voc, Pmax Current-VottaaeP Power-Valzage y. Carves(40©Vvi Vol'aae (Vj Ceti Temperature M-) MECHANICAL CHARACTERISTICS N' 0 j t Co! s 132.?x66 -Sk'-s 185. xI 9x3 *r, ti3,03x 8 51,1 adal2ht 21L ry ,/.I hs} . ame Aryoo zed Atom r..:m Alley u ra Box l;uvrRated 0:,D- L ua.-'..a ' 2 AWG, 2053 m 80 8 i or „u� ,om zed Lena-n Connector Staubli NIC4 TEMPERATURE CHARACTERISTICS am c t Cc s c os f-cx 3 ,l°C Temper u.are Coe$,..,iems of ror 3.23 '. T MAXIMUM RATINGS gTerrpe aurel t 4i7°C-;-85°C Vaximurn System Vrl tage 00 ✓DC lax mu, Ser eS_ „se i{at ng 2CA PACKAGING CONFIGURATION :Ss't 2 08v ;yS-,a a s SC 4C 2 0Z n t I Star}d res 9&SS F C 5 S ... 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WMMMOSO f.R..a; "= T o 1111 ,..�. ,;► Specifically designed to work with SolarEdge residential inverters Detects abnormal PV connector behavior, preventing potential safety issues* Module -level voltage shutdown for installer and firefighter safety Faster installations with simplified cable management and easy assembly using a single bolt 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) Power Optimizer For North America INPUT r?ateo npit DC'ower' Ai)solute Maxim,.r- InQ,,,t Vodage (Voc) 1oP7- Ooera.n Range �A� .<�S}oF� c,,Vs;r� .;s:}:vCoe �FaeafxVtv`oC,e We gh eu t :c[ency -- -------- --- SAD _- ...... __.- .. 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Re _ .p.c1/ r,lw 1P, aes! e �P- z 'S gn' c ., . _oteY" MEM - a P S1 Wa,Eag,T 7 qh, AI' igho --ed SOLAR XE th$ d9e !ago, CPOMAED 6Y SOLAREDCG., t: d . k or rag' edi d 5 "Wo ,Ldge ecrl o(age I nc Allafhe: are ✓ade.a Rsof tnEr respiota rvn Date _Faiwayo2W7,D1,000018-NASbtct tachegewith-t-tce- Optimized installation with HD -Wave technology I Specifically designed to work with power I UL1741 SA certified, for CPUC Rule 21 grid optimizers compliance I Record -breaking 99% weighted efficiency I Small, lightweight, and easy to install both outdoors or indoors I Quick and easy inverter commissioning directly from a smartphone using SolarEdge SetApp 1 Built-in module -level monitoring I Fixed voltage inverter for longer strings I Optional: Faster installations with built-in consumption metering (1% accuracy) and I Integrated arc fault protection and rapid production revenue grade metering (0.5% shutdown for NEC 2014-2023 per articles accuracy, ANSI C12.20) 690.11 and 690.12 SolarEdge Home Wave Inverter For North America SE380OH-US SE500OH-US / SE600OH-US/ SE760OH-US SE1 OOOOH-US / SE1 140OH-US Raec, AC Pom, C.JIMI� AC' CD 240V @ Cub Vayn A1,C Povve, 0,,'o_� 3K, ,330" @ KPV A, u N1 - -Ncyn W.,ax ;4J A,C ec_e,Cy (\,,,r ra,) ax^ -s C Way, Pow, r ac'u, �y vc- -o-ecicn ZV'noiCs ----------- INPUT "lax Max—,'—, 3C Oowef �'D'208V t.-qou-ded Max vax W,gco 'f� P,,cy 60c" @ 24-,V 11/,X @ 2rCV / 60, V A .Cv V IA, AC21 'C' ?r8v 1 Val VAC r i A A C, 8, 8? ------ - ---_-_- - W ao V� 00 W VC VV'C K/ S AcC Act IV;, Se, S -)9 ?/OV W SolarEdge Home Wave Inverter r North America E3 0OH-US J SE -US / SE6 - S/ SE76 OH -US 1 S 1 H-US J SE1140H-U S..Nponec ASAP>, , e-, 3cr vc3c i , S G = i e Ae:wc < .., ona� �.,^'m,�aca „ YV i (o ,`GCG.; tt q , {. ✓,.nun C ad4 , c er �g, � 7 AN S i i.lz e0 1 Cs7 jCf}C ": ,S, o a V: 't e cAoo, ,A c, 3o i. sn., ,fit :A-ce. .. s J G ^,. N v z y^ .A.,iu a , 'rapi:. ,.u..... u�roPe,, STANDARD COMPLIANCE { v "/h', Uh JC SA, u,- rr3 5, ., ,5�, , , SA 2 .., ec, z A a io c ng :0 ., Ma Ci c Con,;,r. i <t,'3 > , < < i c SA L% z No. 9 ass 3 INSTALLATION SPECIFICATIONS .�/ ar c,c V3xur 6AWC r r,-1 N :r, g t c/ < M 17x _..7:i.C,/,.x:,,i,x i�J ,X>TJ: t-�X'rY rJ„-•-' 'V r: s/ sa"Qt y Su,..,.,, z7 j <,, S, �,. , i.;719 33.81kg Nose 3S< r ciBA C .aa a' Co, Veo, 0n A �x. �, ,�: y� .,,':'�.. ,.,,., L> a ,,,,, ,;,; ,, ,, b c: 3PA S axx U,,.,, s J✓:., s„ r-^ c c ,,.,�,.... .,.v .:: �-.,. ,.. � ,�, � ,.. ,,,✓n. �<„ r " „ _ , yA-z s oer b�. Sf."-.,, ,.as'sxxdEXCLUDING .'—, W,& How t® Enable Consumption Monitoring G NU y simply wring cu-re _raps: , 3 ers : rough t,e , rver-. r s exis'Ung A( cor oohs a,d oc oec ny the J .e service par,el, homeowners will gain full insight nto they household energy usage helping ney1; to avoid r gr, electtic ty bills. w Eaton Drk..:'1222NRB 0000M Eaton General duty camidge 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 FAjlLT*N Product Width Product Weight Poi mfing Busmm 144cf1dwde 8.4 in 10 In Warranty Certifications Eaton Selling Policy 25-000, one (1) year UL Listed from the date of installation of the Catalog Notes Product or eighteen (18) months from the date of shipment of the Product, Maximum no ratings apply only when whichever occurs firsL dual element fuses are used. 3-Phase hp rating shown is a grounded B phase rating, UL listed, Enclosure Amperage Rating NEMA3R 60A Enclosure material Fuse class provision Painted galvanized steel Class H fuses Fuse configuration Voltage rating Fusible with neutral 240V Number Of Poles Two -pole Number of wires 3 Product Category General duty safety switch Type General duty, cartridge fused Catalogs Eaton's Vol-ume 2—Cornmemal Dis,,ribution Multimedia Double Up on. Safety Svvric:hing Devices Rex Center Specifications and datasheete Eaton Specification Sheet - DG222NpB Eaton Corporation plc Eaton House 30 Pembroke Road Eaton is a registered trademark. Dublin 4, Ireland Em,t T N I Eaton,corn All other trademarks are B anc OC 2023 Eaton. All Rights property of their respective pya,q_-p,qg &jsgooss or wd& Reserved. owners. Eaton.com/socialmedia Listed o 486B r Pressure I Cable Connectors AP File No. E-5238 1 Suitable for use on the line side of the service equipment. Installation Instructions: Improperly installed electrical wiring can be dangerous and cause electrical fires. The connector chosen must 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 electrician. Contact with electricity can cause serious injury or death. Use on insulated cable only. [Ri RHW(-2), THHN, THHW, Ti Ti 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 Pot be grounded. Use electrically insulated gloves. De -energize the run cable it 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. If 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 tap 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. She 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 bolls, alternately tighten until the hexagonal torque devices break away- See figures 4a & 4b. Note that the plastic "turl 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 or, the bottom of the connector. DO 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, MAKESURE 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 Los cables el6ctricos me[ installaces pueden ser peligrosoe y provocar incendios. El conector escogdo debe ser de on tarri adecuado pare los cables que se utilicen. Consults los c6digos de construcci6ri locales antes ca efectuar tomajos el6ciricos. Si necesita ayi consulte on libro de instrucciones o consulte con un electricista capacitado. Use sold en cable aislado. [RHH, RHW(-2), THHN, THHl THl THl USE, XHHW(-2). Consulte con [a fabrica para optener informaci6n score otros finds de alsiamientol. Si se va a racer la instalacbm sabre on cable con corriente a[ conductor derivado debe eater fibre de carga y no done ester aterado. Use guantee con aelarmento eltdrico. Quite le !a corriento al cable del coal se hate Is derivaci6n si no se pueden cumplir estas condiciones. El contacts con efectricidad duede producir lesiones graves o mortailes. 1. Determine to direcci6n en la que of conductor derivable salci y deseche la tape terminal sobrante, Yea to ilustracidn 1. 2, Coloque el lado principal (o de alimentacibn) del conector alredebor del cual se hace is derivaci6n y apriete firmemente el dedo del perno. Vies to ilustraci6n 2. Si pace fate, ai at perno ligeramente para permill que el perfecter se abra completamente, NO ES RECOMENDABLE DESARMAIR EL CONECTOR. El espacedor "Turbo" de pastdo mantiene a] collector abierid, to coal facility to instalacibn y asegura qua las conexiones se Kagan correctamente. 3. Corte at extrerno del cable be dervaci6n perpendicularmente a su eje. NO PELE EL AISLAMIENTO DEL CABLE. 4. Inserte el cable de derivaci6n an a[ [ado de derivaci6n del conector pasta que tope contra la tape terminal que queda. Vea [a ifustraci6n 3. 5, Confirl apretando este borne qua regula la torsion con una Ilave estandar o de cubo hasty qua la plaza qua regula la torsion se pal y se separe. Si a[ conector tiene dos (2) pernos de ensambi apri6lelos afternativannente haste qua el dispositivo de regulaci6n be lorci6 se party, Vea la ilustraci6n 4a y 4b. Observe qua a] espaciabor "turbo" de pasticto an of costado tambitin se fractural Para hacer estal instalacibn aOn ni facil y pare aliviar a torsion de Ids cables, se puede usar una segunda (lave sobre la plaza hexagonal al fondo del corrector. NO USE allicates de presi6n, Haves de turbo, Haves comunes o ajostables ya que 6stas pueden i at dispositivo hexagonal que regula la torsion: No se requiere one Ilave de torsion. ASEGORESE QUE SE USE, PARA EL ENSAMBLADO, SOLO EL DISPOSITIVO SUPERIOR DE REGULAC16N DE TORSION DIE 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 detorsion garantiza la aplicaci6n de la torsion correcta a los conductores sin usar una Ilave de torsion. La inforni importanto de longitud de cable pelado y de toma, las clasificaciones de materiales y temperatura esta marcada en el conector. B-TAP@ INSULATION PIERCING TAP CONNECTORS TORQUE AND CURRENT RATINGS (Solid and/or Stranded) NOMINAL TAP CURRENT RATTING CATALOG# MAIN TAP TORQUE (IN All BTI02/0-14 2/0-4 10-14' 80 K I-B& 40 BTC1/0-10 1/0-8 2-10- 80 IN, LBS. 130 BTC4/0-10 4/0-3 2-10� 125 IN. LB& 130 BTC4/0-6 4/0-2 1/0-6 160 I. LBS. 170 BTC4/0-2 4/0-2 4/0-2 160 K I-B& 260 BTC250-6 250-4 4/0-6 160 K LBS, 260 BTC250-4 250-1 3/0-4 160 K LB& 225 BT0250-2 250-1/0 4/0-2 160 IN. I-B& 260 BTC350-1/0 350-1/0 350-1/0 330 IN. 1 350 BTC500-4 500-2/0 4/0-4 330 IN, LBS, 260 BTC500-1/0 500-4/0 350-1/0 330 K LBS. 350 BTC500-14 750-3/0 10-14;+, 80 IN. LBS. 40 BTC750-250 750-250 500-250 330 IN. LBS. 430 -10-14 Cu SOLID/STRANDED: 10-12 Al SOLID/STRANDED ++2-10 Cu SOLID/STRAND ED; 2-10 Al STRANDED +++2-10 Cu SOLID/STRANDED; 2-8 At STRANDED ++ + +10-14 Cu SOLID/STRANDED: 10-12 Al 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. WARNING: Cancer and Reproductive Harm - www?65Warmngs.ca,Qov. ADVERTENCIA: Cancery Dano Reproductivo www.P65Wamjnqsoa.Qov. One year limited warranty. See idealindoom for more information. Garanta limitabla de on aflo, Visite www.idealind,com pare ontener detalles de to garantia. CQ P(PC- DUCTS 1800 S. Prairie Drive Sycamore, Ill U.S.A. 800-435-0705 - www.idealind.com im me 1375Park Avenue - Sycamore, Illinois 60178- 815895.5181 - www.idealind.com ALL IDEAL Customers Subject- The Buchanan B-TAPe splice/tap connectors meet the 2020 NEC article 230.46 requirement for "line side applications" The • B-TAPO brand of insulation piercing connectors which correspond to p 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: "suitable for use on the line side of the service equipment". This change will take a few weeks to get into our production. In addition, the marking "SR" will be added to the product. That .•! is in process and will take a few months to complete. This notice will • 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., UL Product iQ0 0 Solutions ZMVVE5238 - 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 h s.-IlwwwuLcomlabout1locations it 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): BySj aya BVS5 Insulated flange spade type crimp cconnectors, Model(s): SV5-3.7 SVL5-4 SVL5-6 Insulated flange spade type crimp connectors, Model(s): FSNYD1 -3.7, FSNYQ1 -4 FSNYD1 -5 FSNYD2-3.7 FSNYD2-4 FSNYD2-S 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 HVY5-3.7 HVYS-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): M SRNYD1 -3753 MSRNYD2-3753 MSRNYDS-3753 Insulated parallel connectors, Model(s): PVT1, PVT14 Eya PVT22, PVT5, PVT8 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 _RNYD1-32 _RNYD1-5 _RNYD1-6 _RNYD1-8 RNYD2-10, RNYD2-2, RNYD4:13Z RNYD2-6, RNYD2-8, RNYD5-10, RNYD5-12, RNYD5-3,2, RNYD5-3.7, RNYD-55 RNYD5-6 RNYD5-8 5 _RNYDS5-4 RV1-3.2 RV1-5 RV1-6 —RV2-32 RVS-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): SNYQ1 -3,2 SNYD5-3,7 SNYD5-5 SNYDL1 -3.7 SNYDL1 -4 SNYDL2-3,7 SNYDL2- 4 SNYDL2-5 SNYDL5-4 SNYDLL1 -3.7 SNYDLL2-3.7 SNYDM1 -4 SNYDM2-4 SNYDS1 -5 SNYDS2-5 SVL1 -3.7 SVLI -5 SVL2-3,7 SVL2- 5 SVM1 -4 _SVM2-4 SVY1-3,2 SVY2-3.2 SVY5-3,7 SVY5-5, SVYL1 -3.7, SVYL1 -4 SVYL2-3,7 SVY112-4 SVYL2-5 _SVYL5-4 SVYLL1 -33 SVYLL2-3,7, SVYM1-4, SVYM2-4, SVYS1-5, SVYS2-5, SVYS5-4 __Ie U Insulated splice connectors, Model(s): PB1 -� P132-, PB5- 'a as Listed pressure cable connectors, Model(s): BHT 1, _BHT2 BHT5,BN1,_BN2 BN5,BNT1-16 BNT14 BNT2-16 BNT22 BNT5-20 BNT8, BNYDF1 BNYDF2 _BNYQFS BNYT1 BNYT2 SNYT5 _BV1 _BV2 U1 BVT14 BVT22 BVT8 Listed pressure ring terminal connectors, Model(s): RNYB14-8 RNY138-11 RNYBL22-5 RNYBL22-6 Listed splicing wire connectors, Model(s): _L12 _L13 Ll 5 Non -insulated flange spade crimp connectors, Model(s):FSN1-3.7 FSN1-4 _FSN1-5 _FSN2-37 _FSN2-4 _FSN2-5 FSN5-3.7 FSN5-4 FSN5-5 FSNB1-3.7 FSNB1-4 FSNB1-5 FSNB2-3,7 FSNB2-4 FSNB2-5 FSNB5-3,7 FSNB5-4 _FSNBS-5 FSNL1-3,7 FSNL2-5 Non -insulated hook crimp connectors, Mociel(s): HN1 -4 HN1 -51 _HN2-37 jjN2-4, HN2-5 HN5-3,7 HN5-4 HN5-5 Non -insulated locking type crimp connectors, Model(s): LSN1 -3.7 LSN2-3.7 _LSN5-37 LSN5-4 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 _PNT22 _PNT 5 _PNT 8 PNT1, PNT2, PNT5 Non -insulated pin type crimp connectors, Model(s): PTN1 -12 PTN2-12 PTN5-13 Non -insulated ring type crimp connector, Model(s): RNBl-10 RNB1-3.2 _RNB14-11 RNB14-12 RNB14-16 _RNB1-6 RNB1-8 RN82- 1_0 RNB2-2 RNB2-6 RN135-12 RN138-12 RNBL1-4 Non -insulated ring type crimp connectors, Model(s): RNB1-3,2 RNB14-10 RNB14-5 RN814-8 _RNB1-5 RN82-10 RN822-10 RNB22-12 RNB22-8 RNB2-3.2 RNB2-8 RNB5-10 RNB5-3.2 RNB5-3,7 RN135-3,7, _RNB5-5 _RNB5-6 RNB5-8 RN138-10 RN138-11 _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 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 _-1 000 Kq_a 2 J_O KB - 350 KB_a4 J_O KB - 500 KB - 800 KS - 1000 KS - 210 KS - 350 KS - AZ_O KS _-500 KS - 800 Pressure terminal connectors, Model(s): FSVY1 -3.7 FSVY1 -4, FSVYI -5 FSVY2-3,7 FSVY2-4, FSVY2-5 FSVY5-3.7 FSVY5-4 FSVY5-5 K-5655 _K-5656 _LSVI-37 ISV2-3.7, LSV5-4, LSV5-5 LSV5-6 LSVL2-4 _LSVS1-4 LSVS-1-5 LSVS2-5 LSVY1-3.7 LSVY2-3.7 LSVY5-3.7 LSVY5-4 LSVY5-5 _LSVY5-6 _LSVYL1-4 LSVYL1-5 LSVYL2-4 LSVYL2-5, MSRNB2-3753 MSRVYl-3753 _MSRVY2-3753 MSRVY5-3753 PTVY1-12 _PTVY2-12 PTVY5-13 RVYl-10 RVY1-5 RVY1-6 RVY1-8 _RVY2-10 _RVY2-2 RVY2-3.2 RVY2-6 _RVY2-8 RVY5-10 RVY5-12 —RVY5-32 RVY5-3.7 RVY-5-5 RVY5-6 RVY5-8 RVYL1 -3,7 RVYL1 -4 RVYL2-3.7 RVYL2-4 RVYL2-5 RVYL5-3.7 RVYL5-4, —RVYM2-37 RVYS1-3.7 RVYS1-4 RVYS2-3.7 RVYS2-4 RVYS2-5 RVYS5-4 SNBM2-4 _SNYD2-32 _TLK16-6 TLK25-10 _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), QK-5(Pkg. cat No. 87) QK- 6W (Pkg. cat No, 88 K-8 (Fkg. cat No. 9 ),QK-8W (i LA) Splicing wire connectors, Model(s): 12 13 14 _14-6 3 19_9 199S, 20-0 2002, 2006-S 2008-5 2011 -S ZLIg, 22-12 29 29-9 299S, 3-0 300, 32 33 34 34_0 36 37 36 39 39_9 40_0 400AL 42 5-0 615-069 66 70 80-0 AL1 0 _AS2 A 2 0 —AS-350 _AS-4 AL4 0 AS-500 _Z_ L-21 _Z_ AS-6, _B1 _B2 84 _BT2 EILILO_-10 BTC ]LO_-14 BTC 2f0-14 BTC 250-4 BTC 350-1/0 BTC 4/0-10 BTC 410-2 RTC 4/0-6 KL� BTO 500-14 BTC 500-4 BTC1/0-10 BIC2/_014 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 B_BV5, C-3, C-4, C-5, K1/0, K1 000 _K2 KZ/_0 K250, _K3 KUO_ K350, _K4 K500, _K6 n5p� _K8 KS1 0 _R1 ajZg, S2 52J-0 _5250 _S3 53ZO— S350 S4 5500 S6 j991 !99-2 W-1 W2 W-4 WT1 WT2 W_T3 WT4 WT6 WTW51 WTW52 WTW53 WTW54 Insulating caps or covers, for use on manufacturer's splice caps, for 2011 -S connector, Model(s): 2014 Splicing Wire Connectors, Model(s): BNT1, BNT2 Splicing Wire Connectors:, Model(s): _46-404 46-405 Terminal connectors, Model(s): 10 11 22 25_0 30_0 34_1 34_2 410 with insulating cap _No415 411 with insulating cap _No417 412 with insulating cap _No417 451, 45_2 45_4 48 49 49 Black 53-B, 59B, 600, 71 B#, 72B#, 73B#, 73B+, _74B Zffi ZEBj— 78B+, 82 K-5504 LSNL2-4 M-3, PV3-750 PV3-750 PV3-750 PV4-750, PV4-750 APV4750 _RNBL2-4 RNBS14-6 RNBS38-6 RNBS38-8 RNYB22-10 _RNYBS8-6 RV2-6 RVL2-5 SV5-5 WT1, WT2, WT3, _WT4 WT41, �� _WT52 WT53 WT54 WT6 Terminal Connectors, Model(s): RNB22-11 Wire Connectors, Model(s): 65 j653 # - 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 "BID". 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 U1, 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: "(D2023 UL LLC." ��F���T Al P, �N�������� JX��[� |ntroducingEmFasten,� patent pending RockkSmart Slide, our simple solution for quickly 'Installing the popular Rockitrail-less racking system tocomposition shingle Features & Benefits ^ B|nminatesthe need to pryup shingle courses and instaUanneto|flashing ~ Multiple opportunities tofind the rafter ~ NVneed for additional nnateria|vvhen architectura|sh|ng|esare not level , Longer 675^slide avoids overlaps in shingle courses ° |nte�rated flashing uNizes U|traGrifsTechnu|ogy" to create awatertight seal Required Components: I Pre-instaUedsealing pads are compatible with all composition shingle roofs, Theconnpressionachievedvvhenfas1enedtothe roof creates a super strong watertight seal. in roost cases, the slide can bernountedtothe deck without the need for sea|anI Alayer offlexible foam provides cushioning, which allows the waterproofing sealant toernbeddeep into thegranules mfthe shingle as well as to flexibly conform over the steps found on architectural -style shingles Testing���L ������������m���,1�°���� __ __ --__---_ L|DE Rain Resi'_ " IN SLIDE a v 3� SMART air ras ESCRIPTION 201 1024 RI SMART SLIDE BiK 6.75" 1 ITEM NO. f DESCRIPTION ROCKIT SMART SLIDE ASSEMBLY 1) ROCKIT FLASHLESS SLIDE ASSEMBLY 8X 0 .24 [6.0] 1.50 0 [38] C? .1 O mm �Y 6.75 ADHESIVE RELEASE LINER [171.5] 1.50 0 [38.1] lo- p d 3.62 [921 ] .77 1 20 [44.9] [30.5] .40 6140 L I! [l 0.2] MATERIAL ALUMINUM, EPDM, ADHESIVE, TREATED PAPER F(NiSH BLACK Rev: CS-3 " l SMART SCREW # 1 2 X 3 f /Bi1` PART NUMBER DESCRIPTION 20i 1d25 RI SMART SCREW # 12X3" W/BW ITEM NO. DESCRIPTION i SELF TAPPING SCREW # 12 WITH SEALING WASHER ASSEMBLY 0.55 [14.0] 2.87 [72.8] .31 [A8] ' la 3.00 [76.2] MATERIAL STAINLESS STEEL, EPDM RUBBER FINISH MILL, BLACK Rev: CS-2 EcoFasten An ESDEC Company wumeusnS�_S-,ezcemx/uuS-0o EcoFasten 4141 West Van Buren St, Phoenix, AZ85UO9 Re: EcoFasten Rocklt System, with Comp Slide orSmart 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 projectdesign. 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 Rock|t Comp Slide orRock|tSmart Slide, which isattached directly tothe roof structure. Assembly details of a typical Rockit system and its core components are shown inExhibit E[[>1�O� The Rock|tComp Slide assembly is shown in drawing EX-1 and the Rockit Smart Slide assembly is shown in drawing858Q76. 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. 0 Minimum Design Loads for Buildings and Other Structures, AS[E/5B7-16 * 2810International Building Code, bythe International Code Council, Inc. ° 2020F|or|da Building Code a SEAOC (Structural Engineer Association of California) report PV2-2017 Wind Design for Solar Arrays ° Aluminum Design Manual 2O15ibyThe Aluminum Association, Inc. w 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 inconjunction with RnckIt Comp Slide orSmart Slide only, with nmconsideration ofthe 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. Sincerely' ono» No, 94247 33 STATE OF 4L/ '*,"* Matthew SKuzib\PE06/09/2023 ~ THB17f:MHAS8EENLYSIGNED AND sEALED8vMATTHEVVS.KU711 A,PEDNTHED4TE BELOW THE SEAL- PR10TEDC0P|ESOf7H|SDO[UKAENTAKENOT CONSIDERED S|GmEDAND SEALED AND TnE 8Gm^TUREMU5T8EvER|F|EION ANY EBCTRON|[ [OP|ES, vuV,2;"juem�,s"z|���x'�s�y The tables included imthis letter provide the maximum allowable spans mfthe RockIt System, when used in conjunction with one ofthe available roof mounts, asaFlush Mount System for the respective loads and configurations listed, covering wind exposure categories 0.C, &D'roof zones provided inASCE7'16for enclosed and partially enclosed gable roofs with slopes less than or equal to 7' & enclosed and partially enclosed gable orhip roofs with slopes of@"tu6O'. The tabulated spans are applicable when the following conditions are met: 1 . Span isthe distance between two adjacent roof attachment points (measured atthe center ofthe attachment fasteners). 2.The underlying roof slope, measured between the roof surface and horizontal plane, isO«to60". 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 1Odegrees and defined asthe eaveheight for roofs with pitches less than orequal to18degrees, does not exceed 30feet. 4. A clearance from the module top surface tothe roof surface of2"minimum shall Leprovided and the height ofthe array, the distance from the module top surface tothe roof surface (defined ashZ), 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 Rockit Smart Slide, are confirmed to be met. 1. The Flush Mount System isdesigned asaRisk Category Ustructure as defined by ASCE 7-16 Table 2.Wind speed shall conform toAS[E7'1GFig. 26�5'1B(for Risk Category U)and applicable state & local county/city amendments tothe IBC. Wospecial wind topographic features are included and 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 around snow followi No rain -on -snow surcha . e load is considered. The s$an tables do not a,*I,,,, to buildin s which are intentionally kept below freezing, kept just above freezing, or unheated. >.:w , s r31-1`6 Ave—, S,, 00 A U . ,A , ,_8 4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: (a) For ground snow no greater than 42psf: Ss <_ 2.Og for Site Class A, B, C, & D. (b) For ground snow greater than 65psf: Ss <_ 1.Og for Site Class A, B, C, & D7 (c) For ground snow between 42 and 65psf: Ss <_ 1.5g for Site Class A, B, C, & Di 5. 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. Mount6. 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 Rockit 1 module edge is not free if there is a Rockit Coupling connection to an adjacent module on that eclZe, 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=1-lorizontal 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 0 s 10 ° O = Angle of plane of roof from horizontal, in degrees. A'�Cf Figure 1: ASCE 7 Roof Zones for Gable Roofs E) <_ 7 ° EcoFasten An ESDEC Company t t f r7l ) ) u , �� � , , r era �.t ,K, A/ 850.11 .,S -3 l-1Cr 1r6 3,r2oyl k `; n ,.01, 6` G c, 11 rA ,�, 31 TN Figure 2: ASCE 7 Roof Zones for Gable Roofs 8 ° <_ O <_ 60 ° Grouping of ASCE 7-16 Roof Zones I Roof -_7- "-27° 26°-60° Slope Group Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 ASCE 7-16 1 ' 1 2n 1 2n Roof 1 2 3 2r 3r 2e 3e Zones 1 2e 3e 2r 3r Grouping fZones Roof Slope 6*-20° 21*-27° 2$°-60° Group Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 Group 1 Group 2 Group 3 ASCE 7-16 E Roof 1 2r 3 1 3 1 2e Zones 2e 3r ec `a>ie^,s ar cam vn. 1 877,859,3947 ec fGsNa; s a c _ er a r, ! 13. 59.3 47 EcoFasten An ESDEC Company US I vaooumn S�,aex, Auoamy usa�m�|91� iraoy ma,orzoo|m1 sxoozu Spans for Array Edge 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, or hip) 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 orpanel is greater than 4feet. The maximum allowable span for Exposed Modules shall be the lesser of the following two* (1) The span value for the exposed module condition. (2) The span value determined bythe site wind and ground snow load. Rockit with GF1 Comp Slide Spa Tables