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HomeMy WebLinkAbout21-3137City"of Uphyrhills 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-003137-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/04/2021 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. jEz# !; iIIJIIIIJIIJIIIIIIIII 111111111111 1 111 11 1 1 111 1 , I MMM= I=IMI I . 0 23MGMM�� Complete ib- accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE :14.0A IT, I I AWTU 1 014 *1 M W., , 1*10 Ill 9: 1 iM III CE PEIMIT OFF17 ITYOUT APPROVED INSPECTION .TTT1 T 1 1 ' R�J* lV' a a �Wrrlon Sanflop ° eeta ae at:.e a eiPa BUILDING SIZE I I SQ FOOTAGE HEIGHT It, 6 ; irL"E it' It' Is X-A v luX Vir- C X E"t '['YE'CA' -ItAA AAA- I IL it- a-c: c"E'ilt C tX 47-V ` 'C-#C"CA, x it Vx A It t a"ILA A I BUILDING 25400 � VALUATION OF TOTAL CONSTRUCTION 25536 ELECTRICAL 136 AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. PLUMBING Duke Energy MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS ROOFING E:] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS = FLOOD ZONE AREA =YES NO BUILDER J COMPANY I Momentum Sour SIGNATURE j p` Cameron Christensen REGISTERED Y 1 N r cURREN Y 1 N Address 6210 Heffner Ave Ste 100 Orlando I'L 32822 License # CVC57036 ELECTRICIAN COMPANY Momentum Solar SIGNATURE Matthew Franz REGISTERED Y! N FEE cURREN Y t N Address 6210 Hoffner Ave Ste 100 Orlando FL 32822 License # EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N_ FEE CURREN Y 1 N Address License #^ MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y 1 N Address License # ! OTHER COMPANY SIGNATURE REGISTERED PEE CURREN Y / N .; Address License # E&ttEit&atlEtlif�lfflbR[:3�tE#!€Ir�fE�[iE4€i€���ttillE�#fA�Ei��t€i�tFiQEfEf's 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/ Sift Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction„ Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silk Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. Ali commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized if over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized tatter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Retools If shingles Sewers Service Upgrades A/C fences (Plot/Survey/Footage) Driveways -Not over Counter If on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Notary Public Commission No, Name of Notary typed, printed or stamped Subscribed and sworn to (or affirmed) before me this 11/3/2021 by Camaron Christen o Rare �'�`�' ""personal% known,tp rrte"or has/have produced as identification. ' Notary Public Commis o`n�Na 35 { =ram Name of Notary typed, printed or stamped ELIZABETH DINO ur; biic ti1,10,"er F State of Florida -Notary Pu #f GG 178362 pommission a my Commission ExP "��Q r�` January 24, 2022 BLACKii&KNIGHT- PROPERTY DETAILS REPORT Subject Property Location Report Date: 11 /03/2D21 Property Address 36842 IRON REDDING CT Order ID: R21778212 City, State & Zip ZEPHYRHILLS, Fl. 335412927 County PASCO Prop" Use Planned Unit Development (PUD) (Residential) Mailing Address 35842 IRON REDDING CT, ZEPHYRHILLS, FL 33541 Parcel Number 32-26-214040-01300.0070 Map Reference Thomas Bros Pg-Grid Census Tract 0329.01 7 ion/Block 13 t No rev. Description LOT:7 BLK:13 SILVERADO RANCH SUBDIVISION PHASE 10A PS 80 PG 107 BLOCK 13 LOT 7 EMMMZ�E No details available 2021 MORTGAGE RESEARCH $405,725.00 1 CENTER U-C 2 2021 Date As of: 03/05/202111/03/2021 - Sale Date Recording Date D.--A— n— A 08/0912021 08/13/2021 2021171765 Bedrooms Q'10 Bathrooms/ Partial Year Built Garage/No. of Cars Living Area (SF) Price ($/SF) Total Rooms Stories/Floors Lot Size (SF/AC) Construction Type No. of Units Fireplace Exterior Walls No. of Buildings Pool Roof Material/Type Basement Type/Area Heat Type Foundation Type Style A/C Property Type Planned Unit Development (PUD) Elevator Land Use Development (PUD) Assessment Year 2020 Tax Year 2020 Tax Exemption Total Taxable Value $12,269.00 Tax Amount .$3,059.21 Tax Rate Area I $16,684 SF PUD Lard Vpluq Improvement Value_ Improvement Ratio Total Value Market Land Value Tax Account IC} Tax Status No beftnquency Found Delinquent Tax Year MarketTOtalValue Market Improvement Value Nt,so L—H nAVAh- Maa.Iral, Vasa+ $1 , 69.00 THIS REPORT IS INTENDED FOR USE BY YOU AS AN ENO USER SOLELY FOR YOUR INTERNAL BUSINESS PURPOSES. YOU SHALL NOT RESELL, RELICENSE OR REDISTRIBUTE THIS REPORT, IN WHOLE OR IN PART, THE USE Of THIS REPORT BY ANY PARTY OTHER THAN YOURSELF FOR ANY PURPOSE IS STRICTLY OROMMUO. THIS DEPORT IS PROVIDED A=IS WITHOUT WARRANTY OF ANY KIND, EITHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES OF MERCHANTASILITY, NON -INFRINGEMENT, OR FITNESS FOR A PARTICULAR PURPOSE, BLACK KNIGHT SHALL HAVE NO LIABILITY IN CONTRACT, TORT, OR OTHERWISE RAISING OUT Of OR IN CONNECTION WITH THIS REPORT. BLACK KNIGHT DOES NOT REPRESENT OR WARRANT THAT THE REPORT IS COMPLETE OR FREE FROM ERROR. YOU UNDERSTAND AND ACKNOWLEDGE THAT THE AVAILABILITY, COMPLETENESS AND FORMAT OF THE DATA ELEMENTS MAY VARY SUBSTANTIANLLY FROM AREA -'TO -AREA. THE INFORMATION CONTAINED IN THIS REPORT IS OERIVEG FROM PUBLICLY AVAILABLE SOURCES FOR THE SUIDECT PROPERTY OR COMPARASLI PROPER S USTEO ABOVE AND HAS HOT SEEN INDEPENDENT VVAMO BY BLACK KNIGHT THROUGH ANY FORM OF INS ON OR REVIEW. THIS REPORT DOES NOT CONSTITUTE AN APPRAISAL OF ANY KIND AND SHOULD NOT SE USED IN LIEU OF AN INSPECTION OF A SUBJECT PROPERTY BY A LICENSED OR CERTIFIED APPRAISER. THIS REPORT CONTAINS NO REPRESENTATIONS, OPINIONS OR WARRANTIES REGARDING THE SUWFCT PROPERTY'S ACTUAL MARKETABILITY, COWITION (STRUCTURAL OR OTHERWISE), ENVIRONMENTAL, HAZARD OR FLOOD ZONE STATUS, AND ANY REFERENCE TO ENVIRONMENTAL, "AZARO OR FLOOD ZONE STATUS IS FOR INFORMATIONAL ES ONLY AND SHALL BE INDEPENDENTLY VERtRfO BY THE END USER. THE INFORMATION CONTAINED HEREIN SHALL NOT BE UTILIZED: (A) TO REVIEW OR ESTABLISH A CONSUMER'S CREDIT AND/OR INSURANCE ELIGISILnY OR FOR ANY OTHER PURPOSE THAT WOULD CAUSE THE REPORT TO CONSTITUTE A "CONSUMER REPORT" UNDER THE FAIR CREDIT REPORTING ACT, SS U.S.C. E 1681 Et SELL; OR (0) IN CONNECTION WITH CERTIFICATION OR AUTHENTICATION OF REAL ESTATE OWNERSHIP AND/OR REAL ESTATE TRANSACTIONS. ADDITIONAL TERMS AND CONDITIONS SHALL APPLY PURSUANT TO THE APPLICABLE AGREEMENT. CONFIDENTIAL, PROPRIETARY AND/OR TRADE SECRET. TM SH 0 TRADEMARK($) OF BLACK KNIGHT If HOLDING COMPANY, LLC, OR AN AFFILIATE. 0 2021 BLACK KNIGHT TECHNOLOGIES, LLC. ALL RIGHTS RESERVED. Page I of I PLAN KEY SYSTEM INFORMATION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TABLE Omomentum PV_1 COVER PAGE MODULE HANWHA Q.PEAK DUO BLK 1IL-G9+ 390 R 01..2 1SOLAR Pv_I.1 ATTACHMENT AIL INVERTER ENPHASE Q7PLUS-72-2-US SPEED PH 140 MO PV_ LAYOUTGI4 G �I�GI�- T # � B 3 . 0 "2 PV•3 ELECTRICAL SYSTEM SIZE DC 8.36 KW SPECIAL WIND REGION NO NOVXWWMAC(� IPI.01FgS A -12 EQUIPMENTIASELS LOCATION 28.2593463,-82.2237669 WIND BORNE DEBRIS ZONE 2 .�. GINEERING �w SEISMIC DESIGN CATEGORY C CLIMATE ZONE 2A WIND EXPOSURE CATETORY B GENERALNOTES.* r THIS PV SYSTEM HAS MEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS .r FOR - I I D OTHER STRUCTURES OF THE t 7-16, 7T H E �3 � � N FLORIDA RESIDENTIAL DE, 7TH EDITION 2020 FLORIDA BUILDING CODE, 7TH HAN HA Q.PEAK DUO BLK L-G9+ 380 EDITION 2020 FLORIDA FIRE PREVENTION CODE, NEC2017 AND ALL LOCAL CODES 380 #� A' WATT MODULE 1# OD LE,# DIN i72(1.' EE SW� ROOF SMALL HAVE NO MORE THAN TWO LAYERSOF COVERING IN ADDITION TO THE SOLAR EQUIPMENT. NO MORE THAN AN 6-INCHES ON OF o AR EQUIPMENT SHALL BE FLUSH E SURFACE OF THE ROOF. MOUNTED, PARALLEL TO AND �//;1t ........ BILL OF MATERIALSi®!/111�IIIT�� MODULES 22 ANY PLUMBING VENTS E NOT TO BE CUT OR COVERED FOR SOLAR EQUIPMENT INVERTERS 22 INSTALLATION. Y RELOCATION OR MODIFICATION OF THE VEE REQUIRES A PLUMBING PERMIT AND INSPECTION. CLAMP ASSEMBLY 68 ALL. DESIGN, CALCULATIONS ARE PERFORMED BY DANIEL DUN ZI K REGISTERED COUPLING ASSEMBLY 32 ARCHITECT. FLORIDA STATE STATUTE 471.003(3) PROVIDES THAT LICENSED ARCHITECTS E EXEMPTED FROM THE PROVISIONS OF CHAPTER. 471 ENGINEERING BONDING CLIP 14 AND NOT PRECLUDED FROM PERFORMING ENGINEERING SERVICES FOR INTEGRATED �"ISTEM ' T#€iE6 s. �GN : 0k U1.9mr N. R: ivG57a3s SKIRTS 6 SYSTEMS AND SERVICES THAT ARE INCIDENTAL TO BUILDINGS AND STRUCTURES. M " SOLAR 5728 MAM BLVD. SUM 397, OMWM FL, 32919 ENPHASE COMBINER BOX 1 C i © IER A I{) INVERTERCAN ANTIAGO 4 MS89692 EATON FUSIBLE AC 1 35842 IRON REDDING CT DISCONNECT SYSTEM UTILIZES "ENPH . E" MICRO -INVERTERS WITH RAPID SHUTDOWN CONTROL ZEPHYRHILLS, FL 33541 3SA FUSES 2 LOCATED ON THE BACK SIDE OF EACH MODULE. 7879V 41$ FBC, RESIDENTIAL 2020 35A BACKFEED BREAKER 1 STRUCTURAL STATEMENT: -- SYSTEM SIZE (DC)- 9.36 K 22 MODULES: HANWHA Q.PEAK DUO BLK E EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY TABLE R301.2.1.3 ML-G9+ 380 THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT & SHEAR.EXISTING RAFTER - : 1 22 INVERTERS: ENPHASE SIZES & DIMENSIONS CONFORM TO 7TH EDITION 2020 FLORIDA RESIDENTIAL CODE WIND SPEED CONVERSIONa IQ7PLU-72-2-US MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED FLORIDA CODE V,,It 110 115 120 130 140 q150160170 180 190 200 REQUIREMENTS FOR THE DESIGN CRITERIA of THE TO N. V 65 69 3 101 108 124 12 139 147 155 FS C ACC STATEMENT: PER FL. STATUE377.705, I, MINA A. MA PE# 86753, CERTIFICATE OF For I e I mile per hour = 0.447 m/s. - = AUTHORIZATION *33404, AN ENGINEER LICENSED PURSUANT TO H ER V: DAM DEMO". 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL MPONE S ARE B. Linear interpolation is DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT permitted. COVER PAGE VERSION OF THE FLORIDA BUILDING CODE. FBC 2020 Oil ME kl'TEuAA I t�vwi UA F-VASMW, CUIPURGS AADA CLAMP ATTACHMENTS f-MAXD" CLAMP ATTACHMENT SPACING I t ic ATTACHMENT DETAIL FOR LOW -SLOPED ROOF 'MAW W-ff ATAGW SnU 'E00Fk5W ff-4Q-SS-0 ATUOW a flow W/ samvnf g N*5 FKSMM TO M SKRT // l0momeMum SOLAR CERTIFIED SOLAR CONTRACTOR LWXNSf NUMBER: CVC57036 MOMENTUM SOLAR 5729 KAM OLM SUM 307, ORLAf mail w-AM1111 - . - SAME[ ,ML-G9+ 380 22 MVEMRS: ENPHASE IQ7PLUS-72-2-US ATTACHMENT DETAIL llirwN _. SCALE: 3' 2" = V-0" -1, 1 ul u z V) w 441 c� = u- 0 0 PORTRAIT MA X VAN owl w (ROOFAREAW/3) TOTAL SQUARE FOOTAGE OF ROOF: 2049 SQFT SQUARE FOOTAGE OF SOLAR ARRAYAU SQFT 18" RIDGE SETBACK SHALL BE REWIRED SYMBOLLEGEND .................... mm momentum SOLAR I V*l 2 -. v 114 H W�[ Jul ML-G9+ 380 22 INVERTERS: ENPHASE IQ7PLUS-72-2-US NOTE: MON ROOF LAYOUT 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE, I 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS, wtw Pmsm Zof* uxrzs. Rem TO am Pik PV-2.2 MR ADOMONAL INFO PV MODULE RATINGS INVERTER RATINGS VOLTAGE DROP CALCULATIONS MODULE MAKE HANWHA INVERTER MAKE ENPHASE FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE MODEL 0,P AK DUO BU EL IQ7PWS-72-2- WI R V � R L V, V RE SIZE Omomentum ML-G9+ S SOLAR MAC{ POWER 38OW I AX O TP 3T POWER 2 OW BRANCH TO ,1 OX 240.00 1331. 1.98 72A2 3417 1.5 12 AWG OPEN CIRCUIT VOLTAGE 45,04V SOLAA )-BOX TO LOAD � 3 r T � , s0 P1 VOLTAGE C 240.00 26.62 1.24 50.00 3.301 1.39% 10 A EG I 1� -+ MOMMUMMACCOM MPP VOLTAGE 37.8V NOMINAL AC VOLTAGE 240V LOAD CENTER TO AC 240.00 33.275 0.778 3.00 0ASS 0. AWG PROFESSIONAL SHORT CIRCUIT CURRENT 10.SA MAX AC CURRENT 1.21,A DISCONNECT ENGINEERING MPP CURRENT 10-04A Ate DISCONNECT TO CEC INVERTER 97% INTERCONNECTION 240.00 33.275 0.778 10.00 O.S18 0.229� AWG NUMBER OF LI 2 NUMBER INVERTERS 22 UL1703 COMPLIANT YES 1703 COMPLIANT YES C 70.12(((()2✓ RULE SUB PANEL OF MODULES PER BRANCH T141S SOLAR PHOTOVOLTAIC SYSTEM COMPL.IES WITH THE 2020 BREAKER SIZE FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE (.25 x 26,62)INVER+ 2:5OUTPUT)001 MAIN �Cl�l� � 5C5 RATING � 1,20 UP TO 16 20A (1.25 � 6e62 � i?0 � 200 x 1.2 FSEC CERTIFICATION STATE T; t�iIII 't! 22 HANWHA Q.PEAK DUO SIX ML 9+ 380 380W MODULES PAIRED WITH PER FL. STATUE 377.70 ,1, MINA A. MAKAR PE 753, CERTIFICATE OF AUTHORIZATION 33404, AN ENGINEER 22 ENPHASE IQ7PLLIS-72-2-US MICRO -INVERTERS, LA SE€! PURSUANT TO OiAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE ®� DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RE-CENTRE-CENT VERSION OF THE FLORIDA BUILDING CODE. FBC 2020 ° ., �mlI .� BRANCH CIRCUIT A � ,, I 11 MICRO -INVERTER EXISTING SQUARE 0 A , BRANCH CIRCUIT 8 UTILITYSUBPANEL 240 V ® ETA F � 11 MICRO -INVERTERS METER IQ //;;//OIVAL ENPHASE80A AC COMBINER SOLAR CIRCUIT Box DISCONNECTING MEANS EATON 60A FUSIBLE A DISCONNECT CAMERON CMMENSM NOMeN" SOLAR _. ................ ,___, t ,. .... C.' OMIElk INFC}jNA ON ROC1F 10Al1 aA BREAKER '""" POWER "- RAMON SANTIAGO - MS89692 Jut ICtN ACT ER 35A FUSES GROUND 35842 IRON REDDING CT SUPPLIED F ZEPHYRHI , FL 33541 TERMINATION CAP 1 BOA -B ENVOY) 3 EXISTING 2fK3A INSTALLED ON 20A BREAKER (A) METER MAIN PV EINEORMAnON 87 0S41S END OF CABLE 20A BREAKER (B) 200A BREAKER SYSTEM SIZE (DC): 8.36 KW 22 MODULES: HANWHA Q.PEAK DUO BLK ML-G9+ 380 22 INVERTERS: ENPHASE IQ7PLLIS-72-2-US Ire Temp. Wire Temp. Conduit berated InverterNEC Design Ground Ground ire Wire Tad Conduit Wiry City Gauge ire Type Rating Arnpacity (A) D r to Fill Karate Arnpacity (A) Qty N®C (A) Correction Current (A) Size Type 1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 11 1.21 1.25 16.64 12 AWG Trunk Cable 2A 1" PVC 2 10 AWG THWN-2 75°C 35 0.96 0.8 26.88 11 1.21 1.25 16.64 08 AWG2HWN-2 MA OATS: 11tz/z0'xa sI ; wK RW:€;MSMM 2B ill PVC 2 10 AWG THWN-2 75°C 35 0.96 0.8 26.88 11 1.21 1.25 16.64 08 AWGHWN-2 s E : 3 1'" PVC 3 + G 08 AWG THWN-2 75°C 50 0.96 1 48.00 22 1.21 1.25 33.28 08 AWG THWN-2 THREE NOTE: LETTER " " IN WIRE QTY TAB STANDS FOR. GROUNDING CONDUCTOR. ELECTRICAL NOTES: 2. TM 041M AMW IS BMDED ACCORDING TO (NEC 6W.46 - 260.120 PARAGRAPH 4 7le GROUND IS CARRIED AWAY FROM 114C GROUNDING LUG USING #6 BARE COPPER WM OR #8 THM4 COPPER WIRE. S. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75*C 7. WWRTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EOUIPWNT OATASHEET & CONTRACTOR $HALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REOUIR04ENTS. 9 EACH WOULE MIST BE GROUNDED ACCORDING TO USER INSTRUCTIONS I& ALL EOUIPMENT SHALL BE LISTED PER NEC 690.4(8) W A # lai'Ullgll �virnl 'a awl VOLTAGE I RATING FIGURE 1: 1. ADJUST THE CONNECTOR NUT TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, IF THERE ARE TWO LAYS OF INSULATED LAY IN THE MAIN CABLE, SHOULD STRIP A CERTAIN LENGTH OF THE FIRST INSULATED LAY FROM INSERTED END 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR IN SUITABLE LOCATION. 5. SCREW 114E NUT WITH THE SLEEVE SPANNER. 6. SCREW THE NUT CONTINUALLY UNTIL THE TOP PART IS CRACMD AND DROPPED DOWN momentum SOLAR MII 1111317A ML-G9+ 380 22 INVERTERS: ENPHASE IQ7PLUS-72-2-US UT�&w r Daniel W.Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign@comeast.net November 3, 2021 Re: Proposed Photovoltaic Solar Panel Installation Ramon Santiago 35842 IRON REDDING CT ZEPNYRHILLS, FL 33541 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"W' wood trusses @24" o.c. spanning 24' 8" with a top chord length of 26' 5" with intermediate supports at 1/3rd points, making the effective longest span equals 9' 11 " with I/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. / Sf, overall to the roof. The existing structure is sufficient to support the new loads associated with the additional weight & wind resistance. No additional structural support is required for the roof structure. 2. The attachment system shall be secured to the roof and shall be in strict compliance with manufacturers printed instructions. The attachment system shall be UL 1703 approved tested. Provide 6 mil. vapor barrier between dissimilar metals. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Reference summary table below: Roof Type: Shingle Fastener Max Spacing (in.) Attachment S stem: "Ecofasten Solar" "Rock -IT" 9 Wind Zone 1 Wind Zone 2 Wind Zone 3 min. 5/16" x 4" long stainless -steel lags with a min. Fastener Info. 48 32 32 embedment of 3" into the rafters 3. Solar Modules shall be UL-1703 rated. Refer to manufacturers specifications sheets. 4. Positive drainage of the system shall be so as not to void the existing roof warranty. 5. All aspects of the installation shall comply with the Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. All components used meet the criteria of the Florida Solar Energy Center. 6. Please refer to the attached structural calculations. If you have any questions relating to this matter, please contact me at your earliest convenience. Thank you. Daniel W. Dunzik, RA. LEED-AP FL. Lic. No. AR98795 Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesign(& ,comeast.net November 3, 2021 Gravity Load Calculation Criteria Structural Design Loads per ASCE 7-16 Dead Loads = 10 psf + 2.6 psf (new solar panels) = 12.6 psf Roof Live Load = 20 psf Ground Snow Load/Live Load = 0 psf Wind Load Calculation Criteria Wind Loads per ASCE 7-16, Equation 29.4-7 Using an effective wind area of 10 SF, external pressure coefficient from Figure 30.3-A-1 Zone I = -36.5 psf Roof Slope = 21 degrees Roof Mean Height = 15 ft Zone 2 = -47.4 psf Basic Wind Speed = 140 mph Zone 3 = -54.7 psf Exposure = B Per section 2.4.1, ASD combo = D + 0.6W: Zone I = 2.6 psf + 0.6(-36.5 psf) = -19.3 psf Zone 2 = 2.6 psf + 0.6(-47.4 psf) = -25.8 psf Zone 3 = 2.6 psf + 0.6(-54.7 psf) = -30.2 psf Check Attachment to Wood Truss Use 5/16 dia. Lag screw w/ 3" embedment into 2 in. wide roof rafter Lag Screw Spacing: Lag Screw Tributary Area: Zone I = 48" o.c. max Zone I = (48" o.c. max)12 / 144 = 16 SF Zone 2 = 32" o.c. max Zone 2 = (32" o.c. max)2 / 144 = 7.11 SF Zone 3 = 32" o.c. max Zone 3 = (32" o.c. max)^2 / 144 = 7.11 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19.3 psf x 16 SF = 309 lb < W', OK Cd = 1.6 (Table 2.3.2, 2015 NDS) Zone 2 = 25.8 psf x 7.11 SF = 183 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 7.11 SF = 215 lb < W', OK W'= W x embed x Cd x Ct W'= 266 lb/in x 3 in, xL6 x I = 1276.8 lb MECHANICAL SPECIFICATION Format 72A In K 40,61n x 128 In Radudlog fterne) (M40mrn x 1030mm x 32mm) weight air$= Front Cover 041in (Ze mm) tharmalry p"o-stattsiod glen with i ontt-~on technology Back cOver composite film I Avon.* From Bi'ack anodized alumina Co morn ystaillne ANTIJM solar hallooft junction BOX 2,09-3,98in xl.28-2,36in x 0,89-0.71fr, (53-101mm X Sonurn 48 tom), IP67, won bypass diodes —111--l— — 11- — - -1 -11�- -- , �1�6- . - - I I yu, as Cable 4rnm-'Sotarcablw,(+)a�47Mn(1200mm).H,,47,21n(1200n,�mI Connector StAutall MC4: I P68 Aw= ELECWCAL CHARACTERISTICS POWER CLASS ESE .160 385 MI IMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STOL (POWER TOLERANCE +5W1-0W) power at Mpor NO* rm 3115 370 380 385 short Circufteurrovir lw [A) 10A0 10,44 10A7 10.50 10-53 Open Olroult Voltage part M 44,93 4497 45= 4E,04 45,43 Current at Mrap f,to. IA) 9" R92 R. 10.04 1010 Voltage at MPP vew M 36,99 37,20 37.57 37,85 38-U 2T!! IV entry' 1.11 k18,3 1EL5 a19.8 k20A a20A — list NIMUM PERFORMANCE AT NORMAL OIPERiiiiiiii 6ON6 WIONS, Nmor rat MPP Pw Im 7?&3 2771 iios 284.6 288.3 E Short 0frou" Current lie (A) 8,38 RAI SAS 8.46 8,48 E Opold Circuit Voltage Vast M 4237 42,41 42 ,43 Pia 2 current at MAP fee, (A) 776 781 788 Voodoo at MPP V, M 35,23 35AS 35.72 35,06 3e20 Q CELLS PERFORMANCE WARRANTY PERFORNMOE AT LOW IRRADIAWM draw ----------- I ----- As none 00% of namtrud posse duarg firattraor.Thoreafflevrrox0hiii dolitadawan pw yom At to 93A% of nominal preen an to 10years. At tual" 88% of "emeel pooet up 10 ........... 25yeare. - --------- ark AA dW wfthhv mossumment takstro- Fall warrenths, In socardarats with - ----- 'm Met M sea MwAtakNod 1wren Country. TVWAmaOilepwfommcaundwbwbyad*cocondftwtn compadson to STO conditions PVC, =aVy/mof TEMPERATURE CONFIRCININTS Temperature Coefficient of I. a [%/K) +0104 TomparetureCodficlent aftle, 0 [%/Kj -0.27 Torapormure Coefficient of Pon, y [%/Kj -046 Nominat Module OpwatingTevniasiodum NMOT rFj :[0St-,&4(43tVC) PROPERTIES FOR SYSTEM DESIGN -tR!!1oLUM system Voltage Ve, M 1000 (IEC)/1000 (UQ PV module clasaffeetron Class If plexitnum ifortes Fuse Ratting [A Dq 20 Fire rental; based on ANW/Ut. 01730 TYPE 2 Max, Design Land, Powlt/frulIx [bs/ft9 84(4000Pa)/55(26WPe) Permitted Module Temperature -40'Fvp1o+1W'F , — I 1(e0Pa)/j4W) on conflm rmus Duty (-40*y)vPto4VQ Mw Test Lowd, Push / Pull' Disslital 2600S4000 Instaliellun Mantad QUALIFICATIONS AND CERTIFICATES PACKAGING AND TRANSPORT INFORMATION Horizontal 74.4ld In -2j 24 32 "U." C E Packaging IMOMM 10SOMM 1=MM MlIq pallets Pallets modules ULKAD Nalle; hatiallotion tafteffm must be followed. See the Instilleflon and operating manual or wrilloot our tedwilical vervide dopartinvall for hirther Information an oppoom IMWftM and twe d1theforridubt. HN"Wboac$"Amdmbw 400 Spectrum Center Dril", Suits 1400, Woe, CA QUA USA I TEL 41 SAO 746 50 061 RMAK, thquiria0voLdi-callLcam I WIS vinewcl-odbaus Shoe: Enphase Microinverters Enphase 10, 1 '17and IQ 7+ Microinverters 9 To learn more about Enphase offerings, visit enphase.com n The high-powered smart grid -ready Enphase IQ 7 Micro' and Enphase 1Q7-+ Micro" frmmeticall� y s1m;rlitj the installatl-jn ArKess vttlle achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy"', Enphase IQ Batter)M, and the Enphase Enlightenmonitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an Industry -leading warrarity of up to 25 years. Easy to Install - Lightweight and simple • Optimized for high powered 60-cell and 72-cell* modules More than a million hours of testing • Class 11 double -insulated enclosure • UL listed M�=. • Complies with advanced grid support, voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) * The 10 7+ Micro is required to support 72-cell modules. !='ENPHASE EnpPiiase IQ 7 andkQ 7+ Microinverters 2M W 440 IV NOCUO '"nqA: bo A&M I OV Wmhqw. t J a 0 U A � 7 r A 14 M "j j�'o 'AmVpul MWOW A ' BU ,, its to no "W kno ann" 71 V Y7 \1 a7v )j" WOMIQ! yjnq�' 16 V 48V 16 V a '11, P1 2 0 12 V, to"" D 1 U%MOM wa, No aWNum! X. mW Wowww unmaj,' '%C S_oe x"'� Ca: Tequwe,, !JA p�,, OUI PUT OATA (AQ fQ 7 Wc?otnV�-m't", 20 Vo Aww AMP wan, 00 1 Y" V WCHAMWI PATA rbo�bvk No C�Iwp% A my—W nmq AMA 1w b mAmt� 0 2018 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc, 2MIGE24 Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd. Skillman, NJ. 08558 908-872-3664 February 4, 2021 MMMMMIMM Attn: Plan Reviewer ZBEEMMEM Dear Sir: I have reviewed the following documents related to the "EcoFasten Solar" ROCK -IT SYSTEM 4.0 and myvf -&an -aft- emnffm- zm� Mn ,7 im ivmw?e vy5ttwrWh , msfdlxt Manual appropriate for this application and is in compliance with the latest building codes including Florida Administrative Code, 2020 Florida Building Code - Residential Seventh Edition, ASCE-7-16, 2020 Florida Building Code — Energy Conservation, Seventh Edition, 2017 National Electric Code, All Local Governing County and Municipal Ordinances adopted by reference or enacted by law. I make this certification for the following listed documents: 1. ROCK -IT SYSTEM 4.0 Installation Manual 2, PZSE, Inc Structural Engineers Certification. 3. EcoFasten Solar Certificate No. US 82150026 4. ROCK -IT SYSTEM 4.0 Cut Sheet for Coupling, Hybrid Coupling, and Mount, If you have any questions relating to this matter, please contact the at your earliest convenience. Thank you. 11 1 12M�R♦ & 1. Installation to be completed In accordance with manufacturer's written specifications and Installation lnst�rucdfilo 2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options. 3. Contact manufacturer for detailed layout. 4. Do not scale drawings, 5. Subject to change without notice. 7.00in 177.80mm 2,02in 51.38mm., 32mm 2.14in :L.54.37mm 35mm 2,34in i 59.36mm 40mm <*SALPINEbi 91.p}`col-74asten Solar"' 4741 W Polk Stree Ste. 4 L W ANO GUARDS"' Phoenix, AZ 85043 Toll Free Phone 1.888.766.4273 Toll Free Phone 1,877M93947 Material: See Spec Sheet Toll Free Fax 1.888.766.9994 Toll Free Fax 1,888.766,9994 Scale: 1:4 6/28/2017 ASG: - EF$: x xmp��xOM33= 1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions. 2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options. 3. Contact manufacturer for detailed layout. 4. Do not scale drawings. 5. Subject to change without notice. U-1110 UY] W,111111� 7.00in 177.80mmj 11" 2.02in ,51.38mm, L 32mm 3.16in 11' 2.141n '-54.37mm.� 35mm ALPINE War* <*ASN(XGUARDS , 5.00in 127mm 2.34in 59.36mm, i 40mm 4741 W Polk Street Ste. 4 Phoenix, AZ 85043 Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material: See Spec Sheet Toll Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994 Scale: 1:1 6 1 /2812017 MG' U�: x am mram MAIWAN MOLMEM624�W RAIL -FREE RACKING UTlUzeS ECOFaSTen SOLars PaTenTeD TeCHnALOG�l AA 41 ,<M>EcoFasten SolarK i"Nok coFasten Solae Committed to the connection Contents Pg. 1 ...... .._.................. ......... a. .......... ....._................. ....... r. ...... Assets of Design Pg. 2 .... ,....... Pg. 3 , . ,...... ,,,. Pg.4 , - ... ..,.....,n.. Pg. 14 Features System Components Rock -It 4.0 Mount Assembly Rock -It 4.0 Coupling Assembly Rock -it 4.0 Hybrid Mount Assembly Rock -it Clip SS Assembly Rock -it Clip 2.0 Assembly Array Layout GreenFasten Flashing install Rock -it System 4..0 Install Ground Lug Install Rock -it Clip SS Install Rock -it Clip 2.0 Install Standoff Spacing Tables Snow Load 0-20 psf Snow Load 21-30 psf Snow Load 31-40 psf Snow Load 41-50 psf Snow Load 51-0 psf Grounding information Bonding Assembly and Bonding Path Thermal Expansion and Bonding Bracket Spacing Staggered Layout Cantilever System Specifications Evaluated, Compatible Modules for all of your rooftop anchoring needs. Products are rigorously tested and approved above and beyond industry standards In-house and by third party agencies. EcoFasten's patented conical sealing system has been in service in the snow guard and solar industries for two decades. SIMPLE - Fastest, easiest to level system on the market Integrated electrical bonding only i; • • New and improved design OWN— I J .. I .. S•r 3 k 1' Tz x 1 w ROCK -IT CLIP SS (Refer To PG. 6) A a- ROCK -IT 40 H- jB D mC?[. nT (Reber TO FCC, 5) ROCK -IT CLIP 2.0 (ReFer TO Pt". 6) • North -South adjustability • Only one tool required (1/2" deep well socket) • Vertical adjustment of Solaro . Ecorasten Solar products are protected by the following U5, Patents. 8„151,522 8153,700 8,181,398 9,166,713 8,146,299 ROCK -IT 4.O 8,209,914 8,24 ,454 8,272,174 8,225,,557 9,010,038 Array sKirT 9,134,040 9,175478 9,212,833 Eno caps (Eno caps come enD OF SKIri' Se or s) *Components for use with 32mm modules are available as special order. Components for use with 32mm modules are labeled as such on system packaging. Please refer to evaluated, compatible modules grid on page 15 to identify system compatible 32mm modules. ROCK -IT 4.0 mounT ASsem�LY NOTe: ffemsl-7 SHip asseMBLeD 1 5/16"-1 8 x 1.75" Hex Serrated Flange Bolt 300 Series SS 2 Rock -it 4.0 Mid -Clamp 6000 Series AL 3 Rock -it 4.0 Shelf 6000 Series AL 4 Flange Level Nut 300 Series SS Rock -it 4.0 Tie Plate 6000 Series AL 6 Rock -it Pedestal 6000 Series AL 7 5/16"-18 x 3/8" Hex Serrated Flange Bolt 300 Series SS 8 3/8"ID Star Washer 300 Series SS 9 3/8"- 16 x 3" Hex Tap Bolt 300 Series SS w ROCK -IT 4.0 COUPLINGasseMBLY NOTe: ITems 1-3 SHip asset BLeD 1 5/1 6"-1 8 x 1.75" Hex Serrated Flange Bolt 300 Series SS 2 Rock -it 4,0 Coupling Mid -Clamp 6000 Series AL 3 Rock -it 4.0 Coupling Shelf 6000 Series AL 4 Rock -it Load Bearing Foot Clip 5 Rock -it Load Bearing Foot Base www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 2 ROCK -IT 4.0 HYBRIDmounT ASseM B L] NOTe: ITems i-loSHip asset 1 Rock -It 4.0 Shelf 6000 Series AL 2 Rock -it 4.0 Coupling Mid -Clamp 6000 Series AL 3 Rock -it 4.0 Coupling Tie Plate6000 Series AL 4 Flange Level Nut 300 Series SS 5 Rock -it Pedestal 6000 Series AL 6 Rock -It Slide 6000 Series AL 7 6 x 3" Hex Tap Bolt 300 Series SS 8 3/8" ID Star Washer 300 Series S 9 5/16"- 18 x 3/8" Hex Serrated Flange Bolt 300 Series SS 10 5/16"-18 x 1.5" Hex Serrated Flange Bolt 300 Series SS 1 Stainless Steel Carriage Bolt -.313-18X.75 1 Rock -it Clip 2.0 2 Rock -it Clip SS 2 Stainless Steel Flange nut.313-18 3 Stainless Steel Flanqe nut.313-18 3 Bolt .3125-18x I x1 -S www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 3 Install EcoFasten Solar Flashing with Rock -it Mounts Follow EmWen Solar install Instructions forfiashing and bracket Install (GreenFenan shown above). Optimum verticaldtdance between bg bolts is t Wpkrs module dimension. Set mounts on eave most row so thatthe Rock4t Pedestal bon the South end of lock -It Slide. Set mounts on all upper rows so that the Rock -it Pedestal Is on the North end of Rock-R Slide. 2 Install Rock -it Array Skirt onto Eave Mounts Slide RockAt Array Skirt Into front channel on Rock -it Shelf. Array Skirt End Caps are pre -Installed on the East end of each skirt section, and are used to couple the skirt sections where needed (see Fig. A). Tighten Mid -Clamp boat, clamping Rock -It Array Skirt to mount. Torque to 200In-lbs. (130 in-lbs. when Installing with 32mm modules). Install Rock-1t Couplings (when joining 4 panels with a Coupling, the use of a load bearing foot Is required) Prior to mounting on the root snap Load Rearing Foot into the bottom of Rock -It Coupling if required. (Each Load Rearing Foot Is set to same height as the Rock -it Mounts - adjust accordingly) On eave row only, slide Rock -it Array Skirt onto Rock -it Coupling Shelf. Torque to specified value. NOTE: If a coupling lands on a rafter, the Hybrid Mount" should be used in place of the Rock -It Coupling (refer to image 3a). "Hybrid Mount can be made in the field by assembling a coupling to a mount pedestal, or by purchasing separately. Align and Straighten First Row of the Rock -it System with Rock -it Array Skirt Use North -math adjustment of the Rock4t Pedestal to straighten Rock-R Array Skirt and align module with Array Skirt. • Torque screw on side of Rock -it pedestal to ISo in-ibs to secure It to the Rock -it Slide. • Adjust Flange Level Nut to level the system (optional -can be leveled during or after Installation). Install 1st Row of PV Modules Slide upslope Rock -it Mounts down to engage top of first module. • Install Rock4t Couplings on the upslope side of tst raw of panels. • Torque 2nd row ofMid-Clamps on Rock -it Mounts and Rock -it Couplings to specified value. > Install balance of PV modules, ensuring that the Rock4t Pedestals are in the appropriate position, then torque MI mps to secure modules. 10 Level the Rock -It System = when assembly Is complete, level the entire system by adjusting Range Level Nuts (Flange Level Nuts have no torque value). • Height between roof surface and underside of modules should be 3sor less, when Installed with Type 2 modules, INSTALLATION NOTE: Modules should be installed so that the junction box is Installed upslope. away from the leading edge of the array. www.ecofastensolarcom info@ecofastensolarcom 877-859-3947 Components:Necessary One of . • • ground i (or any UL 2703. • ground • ILSCO MGround i 1 , 1 s• s A :1 ILSCO 1}i 1 ea 1 A• M ILSCO : i i.. P 1 A* A 1. 1 ILSCO M ! 1 A A 467 .. # ! a` A. 1 Note: Drill and deburr hole in Ground Lug prior to installation 1 • Flange Head i. 11 1 AWG= 20In-lbs. •: A or *in-lbs. Tighten;♦" i• is Place•.. ♦ Lug channel < • tighten setscrew to complete *Wire should be sized In accordance with the National Electrical Code, NFPA 79, Sectiot 690,45, atcl a ruirmlwomt of •• '• t- a .♦s- • . Drill holeper grounding 1 Locate all parts Lmr,n P:^, XMIUMMMMMM , � IMAMOP -11, W you will be mounting the micro-inverter/power optimizer. MMMOIM= Install the Rock -it Clip SS • Slide the Rock -It Clip SS onto the lip of the module frame. • Slide the micro-inverter/power optimizer into the opposite lip of the Rock -it Clip SS. • Tighten the bolt to 150 in -lb minumum to clamp the Rock -it Clip SS to the module frame and the micro-inverter/power optimizer to the Rock -It Clip 5S. • Ensure that the lip on the clip is tight against the frame and that the micro-inverter/power optimizer flange is tight against the clip flange to avoid rotation during tightening. 1 Locate all parts -Locate the Rock -it Clip 2.0, micro-inverter/power optimizer, and the section of the module frame in which you will be mounting the micro-inverter/power optimizer. Install the Rock -it Clip 2.0 (See below detail) • Slide the Rock -it Clip 2.0 onto the lip of the micro-inverter/power optimizer • Slide the micro-inverter/power optimIzer into the opposite lip of the module frame. • Tighten the bolt to 150 in -lb to clamp the Rock -it Clip 2.0 to the module frame and the micro-inverter/power optimizer to the Rock -it Clip 2.0. • Ensure that the lip on the clip is tight against the frame and that the micro-inverter/power optimizer flange is tight against the clip flange to avoid rotation during tightening. www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 Von= Spacing Governed by Snow Load h var the designer must round down to meet appropriate rafterspacing 2.) Maximum allowed spacing approved by EcoFasten Solar Is 72" 3.) Maximum allowed standoff capolty = 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40" &) Based on Risk Category 11 (ASCE 7-10) structures less than 30 feet In height 7.) All adjustment factors are set to 1. No site specific engineering is Included in this table Snow Load 0-20 psf Notes: 11111=spacing Governed by Snow Load 1.) Values In above table represent the maximum allowable spacing In Inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFasten Solar is 48" 3.) Maximum allowed standoff capcity = 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" 6.) Based on Risk Category 11 (ASCE 7-10) structures less than 30 feet in height 7.) All adjustment factors are set to 1. No site specific engineering Is included in this table www.ecofastensolar.com lnfo@ecofastensolar.com 877-859-3947- Snow Load 21 -30 psf Know Spacing Governed by Snow Load howeverdesigner must round down•' appropriate rafterspacing allowed2.) Maximum spacing approved by EcoFasten Solar Is 72" 3.) Maximum allowed standoff capcity = 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for tag pullout capacity 5.) Values based on w 6) Based on Risk Category It (ASCE 7-10) structures less than 30 feet In height 7) All adjustment factors are set to 1, No site specific engineering is included in this table Snow Load 1- Notes: Spacing Governed by Snow Load 1.) Values In above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFasten Solar Is 48" 3.) Maximum allowed standoff capeity = 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet In height 7.) All adjustment factors are set to 1. No site specific engineering is included in this table Snow Load 31-40 psf Notes: 11111M spacing Governed by Snow Load 1.) Values in above table represent the maximum allowable spacing In inches for pullout forces only on EcoFasten Solar standoff, however the designer must round down to meet appropriate rafterspacing 2.) Maximum allowed spacing approved by EcoFasten Solar is 72" 3.) Maximum allowed standoff cepcity - 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for tag pullout capacity 5,) Values based on a maximum module width of Ally' 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height T) All adjustment factors are set to 1. No site specific engineering is included In this table Snow Load 31-40 psf Notes: 11111M spacing Governed by Snow Load 1,) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2,) Maximum allowed spacing approved by EcoFasten Solar is 48" 3,) Maximum allowed standoff capcity = 547# (per testing results) 4,) Includes additional factor of safety of 1.5 for lag pullout capacity 5,) Values based on a maximum module length of 70" 6.) Based on Risk Category It (ASCE 7-10) structures less than 30 feet in height T) All adjustment factors are set to I. No site specific engineering is included in this table www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 10 Spacing Governed by Snow load 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on Ecoi=asters Solar standoff, however the designer must round down to meet appropriate rafterspacing 2.) Maximum allowed spacing approved 3.) Maximum allowed standoff capelty = 547# (per testing Based4.) Includes additional factor of safety of 1,5 for tag pullout capacity 5.) Values based on a maximum module width of 40" ♦structures less than 30 feet in height enolneerino Is included Notes: Spacing Governed by Snow load 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFasten Solar Is 48" 3.) Maximum allowed standoff capcity = 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" 6.) Based on Risk Category 11(ASCE 7-10) structures less than 30 feet in height 7.) All adjustment factors are set to 1. No site specific engineering is Included in this table Mmy�. i M Spacing Governed by Snow Load however designer must round down to meet appropriate raft pacl 2.) Maximum allowed spacing approved by EcoFasten Solar Is 72" 3.) Maximum allowed standoff capolty - 547# (per testing results) 4.) Includes addonal factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module width of 40" 6.) Based on Risk Category it (ASCE 7-10) structures less than 30 feet In height Snow Load 51-60 psf Notes: IAIIJMspacing Governed by snow Load 1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff 2.) Maximum allowed spacing approved by EcoFesten Solar is 48" 3.) Maximum allowed standoff capcity = 547# (per testing results) 4.) Includes additional factor of safety of 1.5 for lag pullout capacity 5.) Values based on a maximum module length of 70" 6.) Based on Risk Category 11 (ASCE 7-10) structures less than 30 feet in height 7.) All adjustment factors are set to 1. No site specific engineering Is Included In this table www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 12 The rail -free Rock -It System may be used to mount and ground PV modules that comply with UL 1703, only when that specific module has been evaluated for mounting and grounding, in compliance with the included installation instructions. Note: Grounding lug must be visible to inspectors from the entire perimeter of the PV array. Multiple Use Grounding Pins Grounding pins within the Mid -Clamp are multiple use bonding/grounding devices. Modules will need to be adjusted if the Mid -Clamps are loosened to ensure there is'new"metal to pierce into upon retightening. Grounding Method Rock -it 4.0 Mount bonds N-5 rows of modules Rock -it 4.0 Coupling bonds E-W rows of modules Rock -It Array Skirt bonds E-W along the entire array when Installed One Burndy CL50-1 TN ground lug is required per PV array, limited to 300 modules placed In either portrait or landscape orientation, BonDinG ASseMBLY anD BonDinGpaTH M, ��tV t?undr% nduct ( cl� VfWaN to ofth O'no Rock4t Coupling Aock4t Mount Rock-tArrayRlrt Nml rmh G'0Q"d4'8 L""I" �VZOIIV 1. ­01 '10C Mpum R.cArray Skin ZMEMM= Bond path Grounding Lug Cert�ortGfGi} Irk 10 —th Rock-ft Coupling a Rock4t Mount - Rock,ft Array Skirt www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 13 Omit a coupling and leave a 2"gap In the modules at that point. -AlcF<eTspacinG Portrait Orientation Landscape Orientation Max east/west bracket spacing Is 7200C. 5;ll A,?y v2x,, lfe�ewtl il Xriject sXecAc strueturzI rej;uiremexts, I.e. ki,&% e;%f wint `1 areas may require lesser spacing E-W than the maximum. *T� Rock-ItMount=Rock-It Coupling The array layout Instructions In this Installation manual offer a general overview of layout. Periodically, due to a variety of factors (roof obstacles, shading, etc.) other layouts are required. Bond Path Grouncift Lug Equipmm Grountlirl CdnduCt0r(EC'Q- lZrally t* earth Rack-tt coupling Rill Mount —Rack4t Array Skirt Cantilever: Maximum cantilever is 1/3 bracket spacing. For portrait orientation Installations, check layout prior to Installing. Offset. Offset from all roof edges depends on wind speed, snow loads, local fire and building codes per location www.ecofastensolar.com lnfo@ecofastensolar.com Max No. of Panels 300 Modules per ground lug Materials 300 Series Stainless, 6000 Series Aluminum Max System Voltage 1 OOOVDC Coating Black Andodization/Mill Finish Class A Fire Rating With UL7703 Type 1 Rated Lug Specifications Bumdy CLSO-M Ground Lug Modules, see note below. (UL Listing ODER E9999) Leveling Range 3.4" Ground Wire 14 AWG- 4 AWG Copper Per above Lug spec. Ground Wire Rock-lt Slide Comp Range 3" Max Module size 64.96"(1650mm) x Rock -it Slide Tile 7" 39.05"(992mm) x 2150mm) Min/Max Roof Slope 1 /2s12/12:12 Max force/Uplift Rating 45 PSF Max Anchor Spacing (35mm/40mm) 72" Rock -it Mount Load Rating 547lbs with single 5/16"Lag 3.0 Max Anchor Spacing (32mm) 48" Safety Factor Skirt Box QTY 6 units Slide Fastening Hole SA Wdiameter Mount Box QTY 12 units Module Cantilever Maximum cantilever Is 1/3 Rock -It Slide Box QTY 50 units bracket spacing Coupling Box QTY 12 units Warranty 20Year Material and Workman- ship Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC Standards. UL 2703: First Edition, UL 1703 �ROGi-R w%�-, CYST@M MEU @f33OE fiC4Qk2Qifi CONFONMSTOtLAM ,eaaiunxcu,as,.wNae •..• ^` ufU".IXKIOW"SNXFd asSCttAM1L'P WMn NQDUfffi n.meamxmrrwsm�v invertersStainless Steel components. The Rock -it System Includes the rack components but does not include the PV panels, electrical components.to be used with Rock-itcertified under usingstructure diameter, #f a+ Itss Steel lag bolts with minimum embedmentdepth The system is subject to re -inspection as required by the PV module manufacturer or by the Authority Having Jurisdiction. Re -inspection, as required, should include evaluation of any loose components or loose fasteners. All replaced in accordance With these instructions. �.L.--o�r-EcoFasten Solare lnfo@ecofastensolarcom 877-859-3947 15 New and Improved design 0 North -South adjustability Fastest, easiest to level system on the market - Only one tool required (1 /2'deep well socket) Integrated electrical bonding 0 Vertical adjustment of 3"-4" SIMPLE- only 4 components *Hanwha 0- Cells 32mm modules to be used vAth special order Rock -it System component& Call for details. A, G I> EcoFasten Solar lnfo@ecofastensolar.com 877-859-3947 16 1. Installation to be completed In accordance with manufacturer's written specifications and installation Instructions. 2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options. 3. Contact manufacturer for detailed layout. 4. Do not scale drawings. 5. Subject to change without notice. UJ 3.17in -180.54mm, I 2.02in 21 151.38mm'! 54.3 32mm i 2.50in 63.50mm, 35mm 234ii L59.36n 40mm E 14741 W Polk Street Ste. 4 -4as Solarxor ten "" <WSNL(P3TGUARDS Phoenix, AZ 85043 Toll Free Phone 1.888.766.4273 Toll Free Phone 1,877,859,3947 Material: See Spec Sheef Toll Free Fax 1,888,766.9994 Toll Free Fax 1,888,766,9994 Scale; 1;2 6128/2017 ASG: EFS' X Enphase IQ ombiner 3 (X-1Q-AM1-240-3) to LISTED To learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3" with Enphase IQ Envoy"' consolidates interconnection equipMent into a single enclosure and streamlines PV and storage installations by providing a consistent, pre -wired SOlUtion for residential applications, It offers up to four 2-pole input circuits and Eaton BR series busbar assembly, Includes IQ Envoy for communication and control Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge Provides production metering and optional consumption monitoring Reduced size frorn previous combiner Centered mounting brackets support singie stud mounting Supports back and side conduit entry Up to four 2-pole brands circuits for 240 VAC plug-in breakers (not included) 80 A total PV or storage branch circuits Durable NRTL�certrfiedNEMA type 3R enclosure Five-year warranty UL listed ENPHASE. M Combiner 3 X-!Q-AM1-240-3 IQ Combiner 3 with Enphase IQ Envoy" printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 0,5%) and optional* consumption monitoring (+/- 2,5%), ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Enphase Mobile Connect" CELLMODEM-03 (4G / 12-year data plan) Plug and play industrial grade cellular modem with data plan for systems up to 60 CELLMODEM-01 (3G / 5-year data plan) microinverters, (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, CELLMODEM-Ml (4G based LTE-M / 5-year data plan) where there is adequate cellular service in the installation area.) Consumption Monitoring* C7 CT-200-SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR2110, BR215, BR220, BR230, BR240, EIR250, and BR260 circuit breakers. BECK-IOA-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-I5A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRIO-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC­31 Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power One Carrier in IQ Combiner 3 (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3 ELECTRICAL SPECIFICATIONS Rating Systern voltage Eaton BR series busbar rating Max- continuous current rating (output to grid) Max, fuse/circuit rating (output) Branch circuits (solar and/or storage) Max. continuous current rating (input from PV) Max total branch circuit breaker rating (Input) Continuous duty 120/240 VAC, 60 Hz 125 A 65 A 90A Up to four 2-pole Eaton BR series Distributed Generation (DG) breakers only (not Included) 64A BOA of distributed generation / 90A with IQ Envoy breaker included Production Metering CT 200 A solid core pre -installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 49,5 x 375 x 16 8 cm (19,5'x 14,75" x 6,63'). Height is 21,W (53,5 cm with mounting brackets). Weight 75 kg (16 5 lbs) Ambient temperature range -40" C to +460 C q 40' to 115' F) Cooling Natural convection, plus hear shield Enclosure environmental rating Outdoor, NRTL-certified, NEMA type 3R, potlycarbonate construction Wire sizes 20 A to 50 A breaker Inputs: 14 to 4 AWG copper conductors 60 A b-eaker branch input: 4 to 1/0 AWG copper conductors Mair, lug combined or,,Iput: 10 to 210 AWG copper conductors NeL.4ral and ground: 14 to 1/0 copper conductors Always follow local code requirements for condumor sizing. Altitude To 2000 meters (6,560 feet) INTER ET CONNECTION OPTIONS ftitegrated Wi-Fi 802,111s/g/n Ethernet Qptional, 802,3, Ca'5E (or Cat 6) UTP Ethernet cable (not inciuded) cellulw Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-Ml (4G based LTE-M) (not inciuded) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22,2 No, 1071 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12,20 accuracy class 0,5 (PV production) Compliance, IQ Envoy UL 60601 -1/CANCSA 22-2 No, 61CIO-1 * Consumption monlioring is required for Enphase Storage ysterns To learn more about Enphase offerings, visit enphasexom @ 2018 Enphase Energ y All rights reserved All trademarks or brands in the document arc registered by their respective owner, 2018-09-13 ENPHASE. Rooftop Solar Junction Box Flashing Unit i rMT-1 I Manufactured by: Soltection: a division of Vynckier Enclosure Systems, Inc. 271 McCarty Street Houston, TX 77029 1-866-227-0577 www.soltection.com Soltection 11.1-1 Installation Manual Page I Z aged lenueIN uopellelsul I-f-d uoi4:)alloS WOxuolj:)ajjoswmm INSTALLATION INSTRUCTIONS Contents IMPORTANT SAFETY INSTRUCTIONS ............................. ................. .......................................................... ....... 4 SAFETY WARNINGS & CAUTIONS .... .................... ...... -- .................... ..... ---- ........... — ........................... -- 4 ELECTRICALPRECAUTIONS— ...... -- ....... -- ......................... ............................................................................ ..... 5 MECHANICALPRECAUTIONS .......... .......... ................... - ....... ..................................................................... 5 PRODUCTINFORMATION ... --- ...... ... -- ... ....................... .... -- ......... ....... ... - ..................... ....... ....... ---- 6 OVERVIEW.. --- -- .... --- ....... ......... .............................................................................. .................. --- 6 PREP& PLACEMENT .... ...... - ........ ........ -- ...................................... - .... — ...... -- ....... .... --- ... --- ....... 7 REQUIREDTOOLS ..... .............. ....... ............................................. --- ............ - ................ — 7 PRODUCTPLACEMENT--. ....... ...... -- .......... ....... ................. --- ........... — .......... ..... -- ............. --- ... .......... 7 SPECIFICATIONS.. .... ... ... ...... ............ -- ...... ..... --- .... ...... .................. ....... ......... --- .......... ......... MECHANICAL/ ELECTRICAL ............. ................. ............ ....... --- ...............11 TORQUE RATINGS......... ...... .......... ...... WARRANTIES: Seller warrants to Buyer that products and any services furnished hereunder will be free from defects in material, workmanship and title and will be of the kind and quality specified in Seller's written quotation, The foregoing shall apply only to failures to meet said warranties (excluding any defects in title) which appear within two years from the date of shipment hereunder. The conditions of any tests shall be mutually agreed upon and Seller shall be notified of, and may be represented at, all tests that may be made. The warranties and remedies set forth herein are conditioned upon (a) proper storage, installation, use and maintenance, and conformance with any applicable recommendations of Seller and (b) Buyer promptly notifying Seller of any defects and, if required, promptly making the product available for correction. If any product of service fails to meet the foregoing warranties (except title), Seller shall thereupon correct any such failure either at its option, (1) by repairing any defective or damaged part or parts of the products, or (ii) by making available, F,0,13, Seller's plant or other point of shipment, any necessary repaired or replacement parts. Where a failure cannot be corrected by Seller's reasonable efforts, the parties will negotiate an equitable adjustment in price. The preceding paragraph sets forth the exclusive remedies for claims (except as to title) based on defect in or failure of products or services; whether the claim is in contract, indemnity, warranty, tort (including Seller's negligence), strict liability or otherwise and however instituted, Upon the expiration of the warranty period, all such liability shall terminate and Buyer shall have a reasonable time, within thirty days after the warranty period, to give written notice of any defects which appeared during the warranty period. Except as set forth in Article 2, "Patents," the foregoing warranties are exclusive and in lieu of all other warranties, whether written, oral, implied or statutory, NO IMPLIED STATUTORY WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE SHALL APPLY. Seller does not warrant any products or services of others which Buyer has designated, www.soltection.com Soltection R1-1 Installation Manual Page 3 xs A is& id a 0 MAE 'W NOTES"E THESE INSTRUCTIONS This manual contains important Instructions that shall be followed during installation and maintenance of Soltection RJ-1 rooftop junction box with flashing, I • Only qualified personnel or licensed electricians should Install this product and the instructions herein are provided for those individual(s) only, • To reduce the risk of electric shock, injury, or death, all electrical wiring and connections must be performed by qualified personnel. • Lethal voltages are present during the Installation, operation, and servicing of this equipment. Proper precautions must be taken at all times to ensure the safety of the service personnel. • Follow state and federal Occupational Safety and Health Administration (OSHA) guidelines and regulations when Installing this product. Utilize proper Personal Protective Equipment (PPE) as required per national and local regulations as w0 as for installation best practices. Install this apparatus in accordance with ANSIINFPA 70, National Electrical Code (NEC). Follow al national or local electrical codes. • Install, operate, and use this product In a manner consistent with the Instructions provided. Failure to follow the procedures Indicated may result in roof leaks, prop" damage, or consequential damage. www.soltection.com Soltection RJ-1 Installation Manual Page 4 • Ensure all electrical conductors are at zero voltage potential before Installing or servicing this unit. • Never break contact on a circuit without using the appropriate disconnect device. • Follow established lockout and tagout procedures for all electrical conductors prior to servicing. • Beware of power lines in the vicinity of ##f, where Inadvertent contactelectrocution, personal or death. • When disconnecting source or supply circuits, provide sufficient time as stated in the power electronics manufacturers In manual in order # ensure discharge of # #. # • Always verify the Integrity and proper installation of the electrical components prior to energizing electrical Non-metallic enclosures do not provide grounding means between conduit connections, The use of grounding hubs and jumper wires are required. Do not install If the roof is wet, frosted, covered by ice or snow. product If any part of this }' remove e destroy Failure to do l may result In fire, prope damage, personal injury, electrocution, product Do not use the !'' fall www.soltection.com R Installation Tl� • The Soltection RJA Residential Rooftop Junction Box is a flashed roof penetration designed to prol electrical conductors entering the rooftop/attic. It is made of a high -strength UV -resistant and UV - stabilized polymeric material. • The RJA enclosures comes fully equipped with a slotted DIN rail mounted inside the enclosure designed for mounting of DIN rail accessories, such as terminal blocks. A four position ground bar is also provided as a means to form a bond between the solar array mounted on the roof and the building, N covonnommm= MOLDED BASE CORNER SCREWS • GROUND BAR www,soltection.com Soltection RJ-1 Installation Manual Page 6 Shingle Ripper Bar Lumber Cmyon Hole Saw • •_^•_ Roofing Sealant RAFTER Identify the location and placement • the flashing ♦ the roof as shown. The product may be mounted beneath the array or adjacent to the array. • 0 www.soltection.com Soltection RJ-1 Installation Manual Page 7 www.soltection.com Soltection 11.1-1 Installation Manual Page 8 www.soltection.comSoltectionInstallation www.soltection.com Soltection RJ-1 Installation Manual Page IS • Product Certifications: ULS08A • Enclosure Rating: Type 4X • Attic Conduit Pass Through Connector Size Range: 112" — I • Max. Side Wall Conduit Size: 111 • Maximum Current: NIA • Maximum Voltage: NIA • Ambient Operating Temperature: -35C to 75C Wire Size toning Torque Qb- -44 —AWG In 8 AWG 10-14 Ti htenina Torque ilb-in' Tichtenina Toroue 1b4) www.soltection.com Soltection RJ-1 Installation Manual Page 11 i)y vVnckier Soltection is a division of Vynckier Enclosure Systems, Inc. 271 McCarty Street Houston, TX 77029 1-866-227-0577