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HomeMy WebLinkAbout23-6668Issue Date: 07/25/2023 Address: 6312 Beverly Hills Dr ZEPHYRHILLS, FL 33541 Phone: (321) 247-6073 Building Valuation: $900.00 Electrical Valuation: $33,100.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $34,000.00 Total Fees: $205.50 Amount Paid: $205.50 Date Paid: 7/25/2023 1:43:17PM Electrical Permit Fee $205.50 REINSPECTION 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 inal inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. U" CONTRACTOR SIGNATURE PE I OFRICEU :14 *,*1 IT, I k MUM k 111 0 KIA WJ11:2:2 11:01TJ 14 61111! &*2 ON 11 M ilk �� 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 321 - 6073 A (321) 247-60s. 73 6312 BEVERLY HILLS DR. ZEPHYRHILLS, FL 321-247-6073 is +ri`1 6312 BEVERLY HILLS DR. ZEPHYRHILLS, FL 33541 SUBDIVISION ABBOTT SQUARE PARCEL ID# 04-26-21-0150-01200-0240 1 (OBTAINED FROM PROPERTY TAx NOTICE) WORK PROPOSED NEW CONSTR F-1 ADD/ALT SIGN DEMOLISH M INSTALL REPAIR PROPOSED USE SFR COMM OTHER _J TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP BUILDING SIZE SO FOOTAGE = HEIGHT =100 VALUATION OF TOTAL CONSTRUCTION BUILDING $ 33, =ELECTRICAL $ g00.00 AMP SERVICE PROGRESS ENERGY ED W.R.E.C. =PLUMBING 1$ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ®GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER @ COMPANY I Momentum Solar Cameron ChristensenSIGNATURE REGISTERED ___JJ2Q2LJ FEE CURREN LQ$LN �J Address 6210 Heffner Ave Ste 100 Orlando FL 32822 License #EGVC67036�� ELECTRICIAN �A COMPANY Momentum Solar SIGNATURE _ �tth.,,Fmn. REGISTERED V)2�N_ FEE CURREN 0 Y N Address 6210 Haffner Ave Ste 100 Orlando FL 32822 License# I EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED L_Y_LN J FEE CURREN Address I License # MECHANICAL COMPANY SIGNATURE REGISTERED L_Y/ N FEE CURREN L_Y J N Address I License # OTHER COMPANY SIGNATURE REGISTERED L_y LN_J FEE CURREN YIN 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 wl SIR Fence installed, Sanitary Facilities & I dumpater: Site Work Permit for subtfivislonstlarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Pap; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stonewater Plans w/ Bill Fence installed, Sanitary Facilities & I 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 ofAttomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) RerGofs if shingles Sewers Service Upgrades A(C Fences (Ptot(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 IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner' prior to commencement, CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I understand that the regulations of other 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) '0 OWNER OR AGENT Axt -fir CONTRACTOR - Subscribed and sworn toXor of before me this Subscribed and sworn to (or affirmed) before me this 7/21/23_by NADIA RIVERA — 7/21/23 by CSmeron ChristPnsPn Who is/are irrsonall known to me or has/have produced Who is/are personally to me or has/have produced I DRIERS ICENS� as identification. as identification. 6_4 �6 —Notary Public Commission No, HH351297 LISA ANN KNOTE Name of Notary typed, printed or stamped Notary Public State of J a An Commission HH 3 1 Expires oi/19/2027 Notary Public J� ail Commission No. HH351297 LISA ANN KNOTS Name of Notary typed, printed or stamped Notary Public State of Florida =A My Lisa Ann Knote IIII Commission HH 351297 Expires 01/19/2027 INSTR#2023126513OR 6KI0853 PG384 Pn-l.fi 07/1412023 02:12 PIVI Rcpt: 2604381 Rec: 10.00 IDS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller I <it owner for 6y;mfact Xii,7 I I . Personally Known ;OR Produced 10 'X, Type bf ID.Produced DrIver's License Notary Public State o( Florida Lisa Ann Knote My Commission Hm 351297 Form content revised- o i iol,'20 =Alm Expires 01/1912027 1; M I 0 State Of Florida, County Of Pasco This is to cerfifv that the foregoing is a m' trice and correct rect copy of the document on file or of public record in this office. I g Y E Witness r,^t/ I .and -a fficrai sere! this dG' of _ 2 Nikki Alvarez So..des, .sq erk & Comptroller Pasco County! _ or'idp ` `� BY._,-- Deputy Clerk Parcel ID Classification 04-26-21-0150-01200-0240 (Card:001 of 1) 00000-Vacant Mailing Address Property Value RIVERA NADIA ALESSANDRA & MERCED LUIS Just Value $59,128 6312 BEVERLY HILLS DR Ag Land $0 ZEPHYRHILLS,FL 33541 Land $59,128 Building $0 Physical Address Extra Features $0 6312 BEVERLY HILLS DRIVE, ZEPHYRHILLS, FL 33541 Legal DSscriplijon (First 200 characters) Non -School School age P t f r thi Iv i n Assessed $59,128 $59,128 ABBOTT SQUARE PHASE 1B PB 89 PG 57 BLOCK 12 Homestead Exemption -$0 -$0 LOT 24 Additional Exemptions -$0 -$0 Jurisdiction TY EPH RH L Community Dev District Taxable Value $59,128 $59,128 N/A Land Detail (Card: 1 of 1 ) Line use Description Code Zoning Units Type Price Condition Value 1 0100V SFR LP2-1 OPUD 5000.000 SF $11.60 1.00 $58,000 2 0100V SFR LP2-2 OPUD 940.000 SF $1.20 1.00 $1,128 Additional Land Information Acres Tax Area FEMA Code Subsidence Activity Neighborhood Code(s) 0.14 alzli None Reported A Q Building Information - Use (Card: 1 of 1 ) Unimproved Parcel Extra Features (Card: 1 of 1 ) Line Code Description Year Units Value No Extra Features Sales History Previous Owner: LENNAR HOMES LLC Month/Year Book/Page Type DOR Code Condition Amount 3/2023 JQZU_LQ4L/2 Warranty Deed _u V $371,500 10/2022 zi-OR Warranty Deed Qa V $2,340,200 8/2021 10429 1 23Q..4 Warranty Deed V $10,000,000 5/2021 10362 t 0363 Warranty Deed Q I $6,817,900 12/2002 M ID5k Warranty Deed V $0 6/1986 jajZj 1971 Warranty Deed V $696,400 4/1980 1062/ 0762 V $750,000 9/1979 1027J 0110 V $0 7/1979 101 48(i t aae Rendered Cc 6/2a,nD 8:01:0,9 AA.. Frocsssed in 0 A13...ond, V $0 o] S kv, Evil 1101 INVERTER uw , ! ! 6 r ROOFTECH a ; g.: HORIZON ! SYSTEMAIL RACKING SYSTEM 1 f LOCATION w ^4 f0f0. w la0f0 a XOOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THM SOLAR ! EQUIPMENT. + calig ! 1 d FSEC CERTIFICATION STATEMENT: PER FL. STATUE 377.705, 1, MINA A. MAKAR PE# 86753, CERTIFICATE OF AUTHORIZATION #33404 AN ENGINEER LICENSED PURSUANT a i CHAPTER t THAT THE Y ELECTRICAL AND ELECTRICAL COMPONENTS . !# ARE AIis •" i+ i •i # SPEED (MPH) ! * TOPOGRAPHIC f g Ia. SPECIAL REGION ��NBBD��11IDEBRIS N SEISMIC DESIGN CATEGORY CLIMATE ZONE WIND EXPOSURE CATETO,Ry� .... aper :: a. Linear interpolation is permitted. HANWHA Q.PEAK 1► i 400 i1 400 WATT MODULE i t ; DATASHE • A ! COVER • E HM ATTACHMENT DETAIL !®i LAYOUT rt a + ELECTRICAL # EQUIPMENT BILL OF MATERIALS MODULES 17 INVERTERS 17 L-FOOT ATTACHMENT / RT-MINI 33 171" RAILS 8 SKIRTS ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 35A FUSES 2 30A BACFEED BREAKER 1 momentum SOLAR PRO CUSTOM SOLAR LLC D.S.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 902-6224 PROFESSIONAL ENGINEERING N a„ STATE OF `m 11111ION" CERTIFIED SOLAR CONTRACTOR LICENSE PLUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 dlt + .+ ,i• t • I. W1421UHNIR IFS +: wk ML-G10+`1 17 INVERTERS: ENPHASE #:• PART # TABLE XT HORIZON RAIL 84" DARK =--------------- NXT HORIZON RAIL 168" miLL NXT HORIZON RAIL 168" DARK ��-NXT HORIZON RAIL 208" MILL NXT HORIZON RAIL 208 DARK NXT HORIZON RAIL 2� ,�F --- W- 6; XT HORIZON RARL24 DARK M wasNeu as N I RAC PfME: -%5.242.6411 MWINIRAUM ffA P-1 I a �� #RW NEWINE= MOM NXT HORIZON RAIL SP UCEr7 1/2 101, 17/ 16 DRAMNG NOT To Smf ir "'UNIIIII RAC! ALL DIMENSIONS ARE I 0 A NOMI III & 14AL 1411 BROADWAY RVD. RE AlB-1,'t0ER.,tUE, W- 87102 USSA PHONE: 505.242.641il WWW.UNIRACCOM momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM �PROFESSIOAAL l ElIGINEEIPLING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307. ORLANDO FL. 32819 ML-GlO+ 400 (.7 INVERTERS: ENPHASE =PLUS-72-2-US PR03ECT INFORMATION INITIAL DATE: 7/20/2023 1 DESIGNER: YJ otaffiralmkill a 10*11 IFT11 I EQ. . EQ, EQ, WE'l RAIL CLIN£ALLOW ZONE L ABLE ZONEM E 2,5" i MIDDLE 2.5" L--- 3/8" 1 3/16"4 (30MM) 1 3/16"f (30MM) 1 3/16"a (30MM) 1 3/16"i (30MM) (NO BOLT ZONE) 1" MIN: (NO BOLT ZONE) (NO BOLT ZONE) 1" MIN (NO BOLT ZONE) 2" MIN. 1 9/16"4 ( M) 1 9/16"t (40MM) 2" MIN. " (ALLOWABLE BOLT ZONE) (ALLOWABLE BOLT ZONE) i z - ---------------------------- PV MODULE NOT PART OF THIS APPROVAL I , , PV MODULE RAIL # NOT PART OF THIS APPROVAL 5/16" DiA. H4 BOLT ¢ Y , n L—FOOT OR EMC p NOT PART OF THIS APPROVAL Y# EE PLYWOOD SHEATHING Y' 15/32" MAX. FOR FASTENER TYPE 'A' F19/32" MAX. FOR FASTENER TYPE 'B' r - BUTYL TAPE 2 FLASHING/SPACER RT—MINI 11 FASTENERS (2) PER BRACKET ; f BY OT ERSS f a I 5ECTIO R—A CENTEREDRT—MINJ H FASTENERS: (AT ROOF TRUSSES) TYPE 'A'— X 60mm SS304 SELF—DRIWNG SCREWS (MAX. ALLOW. TENSION - 569 lbf, MAX. ALLOW. SHEAR = 404 Ibf) TYPE 'B'— M5 X 90mm SS304 SELF—DRiWNG SCREWS (mAx. ALLOW. TENSION = 613 lbf, MAX. ALLOW. SHEAR = 470 Ibf) AT WOOD 0.50 E 9 1,969 i .323 063 Y-, �� .614 090 a- 1 106 +--- 3.543 ALTERNATE ORIENTATION 1 t 0 ► FA VARIES SEE CHARTS ON SHEETS 1 & 2 M 0 momentum SOLAR R# CUSTOM SOLAR ULC O.B.A. i325 HIGH STREET, METU04EN, NI f""f 902-6224 PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA30R BLVD. SUITE 307, ORLANDO FL. 32819 A r A a Al 1-migi H# i M g 17 MODULES: t A Q.PEAKDUO BLK ML-G10+# <# 17 INVERTERS: ENPHASE i8> ATTACHMENT DETAILI I WAD 1* N SCALE: 3/32" V-0" Rl 17 DRIVEWAY ELECTRICAL EQUIPMENT NOTE: 1. ROOF COVERING MATERIAL IS COMPOSED OF SINGLE LAYER ASPHALT COMPOSITE SHINGLE. 2. REFER TO LAYOUT DETAIL DRAWING PV-3 FOR ALL ROOFTOP DIMENSIONS. LANDSCAPll E MAX SPAN (ROOF AREA 1/2f. /3) 0 a . I 11211111 III FRA FIRE SETBACK (36" VENTILATION, 36- ROOF ACCESS) (TYP) PORTRAIT MAX CANTILEVER 16 /10 /10 momentum SOLAR PRO CUSTOM SOLAR LLC D.S.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING TOTAL SQUARE FOOTAGE OF ROOF: 1705 SQFT SQUARE FOOTAGE OF SOLAR ARRAY:359.06 SQFT MERON C PERCENTAGE OF SOLAR ROOF COVERAGE: 21.06% CERTIFIED IOI II CCAHRISTENSEN ONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 18" RIDGE SETBACK SHALL BE REQUIRED SYMBOL LEGEND NADIA RIVERA - ffiS130934 6312 BEVERLY HILLS DRIVE M MAIN SERVICE PANEL ZEPHYRHILLS, FL 33541 8133858069 Ins DISC AC DISCONNECT 0 PIPE VENT UDCUTILITY DISCONNECT FAN LC LOAD CENTER SATELLITE DISH PRO31ECT INFORM[ATION INITIAL DATE: 7/20/2023 DESIGNER: YJ NEMA 3R BOX W1 ENVOY-S FIRE SETBACKS REV: DATE: DESIGNER: CB I COMBINER BOX MIN YXY GROUND ACCESS POINT REV: DATE: DESIGNER: ROOFLAYOUT L",� MODULE PITCH DIRECTION I AWIND PRESSURE ZONE r9h = PV-2.2 FOR ADDITIONALry /. PV MODULE RATINGS MODULE MXKE OPEN CIRCUIT VOLTAGE �2 MPP VOLTAGE SHO RT CIRCUIT CURRENT MPP CURRENT NUMBER OF MODULES INVERTER RATINGS VOLTAGE DROP CALCULATIONS INVERTER MAKE ENPHASE FORMULA USED PER NEC HANDBOOK 215.2(A)(4) WHERE APPLICABLE momentum MODEL IQ8PLUS-72-2- WIRE RUN V-p I-p R L (FT) V. % V. WIRE SIZE SOLAR ]-BOX TO LOAD OPEN DC VOLTAGE CENTER NOMI NAL AC VOLTAGE LOAD CENTER TO AC AC DISCONNEC NUMBER OF INVERTERS 111,1703 COMPLIANT IN W"I slim SUB PANEL OF MODU_LES Wilin maxis;Ixg BREAKER SIZE (1.25 x 'INVERTER OUTPUT) + MAIN 0CPD5 BUS RATING x 1,20 FSEC CERTIFICATION STATEMENT: CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING EXISTING SQUARE D METER AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS EATON 60A FUSIBLE AC DISCONNECT JUNCTION (MANUFACTURER 35A FUSES I GROUND BOX SUPPLIED FOR INSTALLED ON 20A BREAKER (A) METER MAIN END OF CABLE 20A BREAKER (B) 200A BREAKER Wire Tag Conduit Wire Qty Wire Wire Type Temp. Wire Temp. Conduit Derated Inverter NOC (A) NEC Design Gauge Rating Ampacity (A) Derate Fill Derate Ampacity (A) Qty Correction Current (A) � NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. Ground i Ground Wire Size Type 12 AWG Trunk Cable PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLU PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE *m°BEomc57o36 | MOMENTUM SOLAR | • 1. ALL CALCUCATIONS • • ! 1 . AND ISC HAVE BEEN CALCULATED USING THE MANUa..CALCULATOR BASED ON AND EXTREME MINIMUM TEMPERATURE 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPH C). THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG USING #6 BARE COPPER WIRE OR #8 THWN-2 COPPER 5. ALL CONDUCTORS ARE SIZED BASED ON NEC 2017 ARTICLE 310 6. ALL EQUIPMENT INSTALLED IS RATED AT 75°C 7. INVERTER NOC (NOMINAL OPEN CURRENT) OBTAINED FROM EQUIPMENT DATASHEET 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 60.4(B) 11. PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIultj WHERE TERMINALS OF ! EQUIVALENT.ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING - ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - OR SHOWING12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY POWER SERVICE ENTRANCE. 13. INTERCONNECTION ! METHOD SHALL COMPLY ACCEPTABLE.14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS GROUNDING15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A k 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORSMODEL,RATING OF INTERCONNECTION CAN ON k:BELOW. 1 METHOD OF ` #' ! CAN 21. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS # k i AT THE SERVICE ENTRANCE. ACCORDANCEt2. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ARTICLE ARTICLEE3. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC . a• D: 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NARTICLE TOTAL25. AREA OF ALL ! ■ #+SPLICES,AND A.INSTALLED AT ANY _! SECTION OF THE WIRING DOES NOT EXCEED 75% OF THE CROSS SECTIONAL AREA OF THE SPACE. k t 26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC CONDUCTORS ARE PRESENT IN CONDUIT, COMBINER, JUNCTION BOX, DISCONNECT. AND COMPLIES WITH 690.6 - NO DC DISCONNECT AND ASSOCIATED DC LABELING ARE REQUIRED. 27. SYSTEM COMPLIES WITH 690.12 RAPID SH! AND ASSOCIATED ! LABELING AS 0 SOURCE690.56(C). AC VOLTAGE AND SYSTEM OPERATING CURRENT SHALL BE PROVIDED 28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV 690.6. WITH 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY 30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION IN THIS AC MODULE 31. WHERE APPLICABLE: INTERCONNECTION SHALL COMPLY WITH 705.12(A) OR 705.12(8) � k k` #• ' r t k � k h A d. ! k. ' !` `# •i s .11 k ! !_ !!• VOLTAGE ! % l.. f A RATING . a 4 i 1 Aws ADJUSTFIGURE 1: 1. CONNECTOR SUITABLE s : LOCATION 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH TWO LAYS OF INSULATED 3. INSERT THE MAIN WIRE, IF THERE ARE MAIN CABLE, ^ SHOULD k CERTAIN LENGTH OF THE FIRST INSULATED LAY FROM I. Y. .! 4. TURN THE NUT BY HAND, AND FIX THE CONNECTOR LOCATION. SPANNER.5. SCREW THE NUT WITH THE SLEEVE 6. SCREW THE NUT CONTINUALLY UNTIL THE !. PART IS CRACKED AND DROPPED DOWN 0 momentum SOLAR CUSTOM PRO t D.B.A.•SOLAR 325 HIGH STREET, METUCHEN, NJ 013840 224 s tA• t PROFESSIONAL ENGINEERING ��q bg tS8! dXBS SVA'Te Of 10 PALOR CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819 INVERTERS:17 y #o" I INITIAL I DATE: 7/20/2023 1 DESIGNER: YJ I r A ALL WARNING SIGN(S) OR LABEL(S) SHALL COMPLY WITH NEC ARTICLE 110.21(B). LABEL WARNINGS SHALL ADEQUATELY WARN OF THE HAZARD. LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT, AND LABELS REQUIRED SHALL BE SUITABLE FOR THE ENVIRONMENT I AT VJ C CC EVERY SEPARATION BY A ENCLOSURES WALLS I MUN A L& PARTITIONS / CEILINGS / FLOORS OR NO MORE THAN 10' AC S06LAR VOI TAdE ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND 1 JUNCTION BOX 1 AT ANY JUNCTION BOX LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION I RATED AC OUTPUT CURRENT A -A ELECTRICAL SHOCK HAZARD NOMINAL OPERATING TERMINALS ON BOTH LINE AND AC VOLTAGE 240 V LOAD SIDES MAY BE ENERGIZED — 777711 IN THE OPEN POSITION rol SOLAR GENERATION AC SYSTEM DISCONNECT UN I OF EACH AT FUSED AC DISCONNECT AC DISCONNECT— COMPLETE VOLTAGE ANS (RSD SWITCH) CURRENT VALUES ON DISCONNECT LABEL — OF DUAL POWER SUPPLY I UTILITY METER SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE 'OFF' POSITION TO SHUT DOWN ENTIRE PV SYSTEM DUAL POWER SUPPLY SECOND SOURCE IS in a PHOTOVOLTAIC SYSTEM MOW ro Ii. Fl:kvjmm Im 1 AT UTILITY METER AND ONE DIRECTORY PLACARD M R olmoment u m SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA30R BLVD. SUITE 307, ORLAND WA:W; F4 1111j; I I IN SYSTEM SIZE (DC): 6.8 KW 17 MODULES: HANWHA Q.PEAK DUO BLK INTERCONNECTION ML-G10+ 400 I 17 INVERTERS: ENPHASE POINT W-Mms IQ8PLUS-72-2-US �mamoyxsggpllgun mmousaimm EQUIPMENT LABELS ��a 11 @ BACKFEED Michael ez Engineer -PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd July 20, 2023 South Plainfield, NJ 07080 Re: Proposed Photovoltaic Solar Panel Installation Nadia Rivera 6312 BEVERLY HILLS DRIVE ZEPHYRHILLS, FL 33541 Dear Plan Reviewer: Certification: I have reviewed the engineering testing reports for the racking and attachments to be used on this project and I certify that the products are capable of supporting the code required loads and are suitable for this installation when installed in strict compliance with the manufacturers printed instructions. Regarding the solar panel array installation on the above referenced project please note that an inspection was performed by a representative of the Architect/Engineer of Record, and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof framing is constructed of 2"x4" wood trusses @24" o.c. spanning 14' 5" with a top chord length of 15' 4" with intermediate supports at 1/2 points, making the effective longest span equals 8' with 1/2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. I Sf. overall to the roof. The existing stricture 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 water tight 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: "ROOFTECH"IC "RT MINI II" & "UNIRAf SM" Mounting Systems Wind Zone 1 Wind Zone 2 Wind Zone 3 Fastener Info: min. 5/16" x 4" long stainless -steel lags with a min. 48 24 24 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 cot at t4 ► Plii ,e r "s eot enience. Thank you. ° . Em Michael S. Rezk, P.E. l �TATE FL. Lic. No. PE95844 '•% ``� !1(/1!!!lIIItI111�° Michael S. Rezk Engineer-PE Pro Custom Solar LLC 732-902-6224 3096B Hamilton Blvd July 20, 2023 South Plainfield, NJ 07080 Gravitv 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 303-A-1 Zone I = -36.5 psf Roof Slope = 20 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 1 = 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 1 = 48" o.c. max Zone I = (48" o.c. max)^2 / 144 = 16 SF Zone 2 = 24" o.c. max Zone 2 = (24" o.c. max)/2 / 144 = 4 SF Zone 3 = 24" o.c. max Zone 3 = (24" o.c. max)^2 / 144 = 4 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 4 SF = 103 lb < W', OK Ct = 1 (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 4 SF = 121 lb < W', OK W' = W x embed x Cd x Ct W' = 266 lb/in x 3 in. x1.6 x I = 1276.8 lb BREAKING THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20,9%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new "Quality Controlled PV` of the independent certification institute TOV Rheinland, INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra.Qrll. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). ,O3 A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. I API test conditions according to lEC/TS 62804-1,2015, method A (-1500V, 96h) 2 See data sheer on rear for further information. THE IDEAL SOLUTION FOR: 61aRooftop arrays on residential buildings Engineered in Germany o CELLS MECHANICAL SPECIFICATION --.-.m Frtr t3f 1717mm x 1045mm x 32mm (including frame) Weight 19.9 kg eaomm aeas,x, rt't tt ove 3.2 mm thermally pre -stressed glass with ----= anti reflection technology 6x0t � p�16045mm r3Uck Cotdr Composite film .._ znsomm e81ne __._._ r m,e Black anodised aluminium ei[ 6 x 20 monocrystalline Q ANTUM solar half cells mesmm unction box 53-101mm x 32-60mm x 15-18 mm Protection class IP67 with bypass diodes -El 7 CAt 4mm2 Solar cable, (+) z1150 mm, (-) a1150 mot nnector Staubll MC4, IP68 i6ETAll A} _ RrTn' 21.16 mmT �lTB.6mm ELECTRICAL CHARACTERISTICS POWER GLASS 360 365 360 3$6 370 xA€IVtitIUM PERFORMANCE AT STANDARD TEST _ CONDITIONS. SI`C1 (Pw WER TOLERANCEM5 r OW) �.. _........,....�.-....�..,m,.-.,._.._.......,_.._�-,....a Power at IPP! Peu, [W] 350 � 355 360 365� 370 Sl W.t Ci;curi Cw er t` I"C [A] 10-97 11.00 -�� 11.04 -� 11.07 11,10 G m y? oiler. C lrcuk voltage' ..,._--.._____......,.,... V,c IV) 4111 4114 41,18 41.21 4124 __ .,.,.,_... �_,.....-_.-._ _ Cwren!atNIPP -..._.,__-........m._..._.._._.-.-..-.-._.,...._._..,..._-_.._..._.._..._.__._._..___...__..............___-....._._._._,._M.._..w____-._....__.-_-.__-,_,..._-..,__-._ aa,F [A] 1037 1043 10.49 1056 10-62 Voltage at impp Ve,r IV] 33,76 _ 34D3 34.31 34.58 34,84 Efficiency, _ n [%] ._ a195. z19.8 z201 _. ................ ..._...._-_... ..._...._._. __ z203 � .. z20.6mm ....., .,...__ AiNi;v7UM PER ORNIANCE c, N;ORMAL O EhATI!NG CONDITIONS, NMOT-'.p note: at Vice � Pe,,, [W] 262.6 � 266.3 2701 � � � � 273.8 277.6 Sea Ci+'cijit Current Is [A] 8.84 8.87 8.89 892 895 Open Circuit Voltage V-1 [V) 3877 38.80 38,83 38.86 38,90 Current at PAPA 1M., [A] 8,14 8.20 8.26 8.31 8,37 voitagestOPP V-1 IV] 32,24 32,48 32,71 32,94 33.17 -Measurement tolerances For, ±3 %; Is,; Vo,; 5% at STC-1000 Wlm2. 25±2 °C AM 1.5 according to IEC 60904-3. 2800 W/m2, NMOT, spectrum AM 1.5 � � 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE -- - At least 98 % of nominal power dur- -------- -1^4 cs ing first year. Thereafter max 0.5% T - t i ---- - ----------- degradation per year. At least 93.,5 % 't of nominal power up to 10 years. At t' M-- >- least 86 % of nominal power up to n 10 a• " - 25 years. --r-----r----r--------------- i' A All data within measurement toler- ances. Full warranties in accordance with the warranty terms of the cw Q CELLS sales organisation of your taters�eikvnn=S eo u n respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m=)_ TEMPERATURE COEFFICIENTS emperature Coefficient of tsc a [%/K] .. +004 'a, peer Lure Coet-f ciont or V,,,, [t - [%/K[ ............._...-._.43±3 -0.27,..... '."e"miaeratu're Coofficert of P „.,-.-.-. If [%/Kj _. -0,34 frominal Mod le Ooerzt nu Temperai.,.re �....._. NMOT c) PROPERTIES FOR SYSTEM DESIGN ekax= u7.System Voltage �. V,(Vj 1000 PVmodtaleclas:., eatior, .�,_.Q..,-m. _....._.._.._...._, .. Classtl Max mum Reverse Current .,. .-... _ _...,....----A.-.tAl.-.._m______-. 20 F,re isaung based on ANSI UL, 61730 __m__.�.....-.-.... ...-.,._--a C/TYPE 2 Nlaa, DesignLoad, Push /Puli ......�...�.� ...�.� [Pal �3600/2660Permitted Uoiavie Temporatwe _---40°C--+85°C Max Test +.. cod, Push/Pail..........._......._...__.._.-.._________....._.-(Paj �5400/4000 on Contmuous Dut} QUALIFICATIONS AND CERTIFICATES Quality Ce4miled PV -TUV Rl ""I r'd; IEC 61215:2016, IEC 111. 21111 This data sheet computes 1 with DIN EN 50380. Tavaaeo"�°'" QCPV csruflcauon -g-9. Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Henwho Q CELLS GmbH Sonnenallee 17-21, 06766 Bitterfeld-Wolfen, Germany I TEL +49 (0)3494 66 99-23444 1 FAX +49 10)3494 66 99-23000 1 EMAIL sales@q-cells.com I WEB www.q-ceils.com Engineered in Germany 0 C At" L L S - 0001. tlrecwf-*Tt-o-ro-NOy(Av1071,ftllvtT*"I—recgg#-�llffmAi�lyr,97NI f f is our proprie tary application -specific integrated circuit (ASIC) which enables the microinverter to operate in grid -tied or off -grid modes. This chip is built in advanced 55nm technology with high speed digital logic and has super -fast response times energy systems. Part of the Enphase Energy System, 108 Series 108 Series Microinverters redefine reliability Microinverters integrate with the Enphase 10 Battery, standards with more than one million cumulative Enphase 10 Gateway, and the Enphase App, monitoring hours of power -on testing, enabling an Industry - and analysis software. leading limited warranty of up to 25 years. Connect PV modules quickly and easily to t08 Series 108 Series Microinverters are UL Listed as Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors. various regulations, when installed according to manufacturer's instructions. 0 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ8 Microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. Easy to Install U&NU-might zxi c*ivi«.-?.ct w1tX plug-n-play connectors Power Line Communication (PLC) between components Faster Installation with simple two -wire cabling a7mr= Urvilaigm Produce power even when the grid is down* M#re tMtm +&"IllJ#v% cymi0ativa, hours of testing Class It double -insulated enclosure � Rs =rnor# - powered PV modules Microgrid-forming Complies with the latest advanced grid support" Aam*ta ayttmatic; Y,r,Itgus f*i- the latest grid requirements C#nK%iAa%Irr t* sy", *rt z Mite range of grid profiles ®r Only when installed with IQ System Controller 2, meets UL 1741.108H-208V operates only in grid -tied mode. 108 Series Microinverters supports split phase, 240V. 108H-208 supports split phase, 208V only. "If III .. .. ,. Commonly used module pairings' w 235 - 350 235 - 440 260 - 460 295 - 500 320 - 540+ 295 - 500+ Module compatibility 60-cell/120 half -cell 60-cell/120 half -cell, 66-cell/132 half -cell and 72-cell/144 half -cell MPPT voltage range V 27 - 37 29 - 45 33 - 45 36 - 45 38 - 45 38 - 45 Operating range V 25 - 48 25 - 58 Min/max start voltage V 30 / 48 30 / 58 Max input DC voltage v 50 60 Max DC current' [module Isc] A 15 Overvoltage class DC port if DC port backfeed current mA 0 PV array configuration 1xl Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal (L-L) voltage/range4 v 240 ! 211- 264 208 / 183 - 250 Max continuous output current A 1.0 1.21 1.35 L45 1.58 1.73 Nominal frequency Hz 60 Extended frequency range Hz 50 - 68 AC short circuit fault current over 2 4.4 3 cycles Arms Max units per 20 A (L-L) branch circuits 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid -tied power factor (adjustable) 0.85 leading - 0.85 lagging Peak efficiency % 97.5 97.6 97.6 97.6 97.6 97.4 CEC weighted efficiency % 97 97 97 97.5 97 97 Night-time power consumption mw 60 Ambient temperature range -400C to +60°C (-40°F to +1400F) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD) 212 mm (8.3") x 175 mm (6.91 x 30.2 mm (1.2") Weight 1.08 kg (2.38 Ibs) Cooling Natural convection - no fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor / CA Rule 21(UL 1741-SA), UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class 8,10ES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 Certifications This product Is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when Installed according to manufacturer's Instructions. (1) The 1OSH-208 variant will be operating in grid -tied mode only at 208V AC. (2) No enforced DC/AC ratio. See the compatibility calculator at https://Iink.enphase.com/module-compatibility (3) Maximum continuous input DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8$E-DS-0001-01-EN-US-2022-03-17 TPO, & Asphalt Roofs 4Less Aluminum 4more Efficient Design Additional Mounting Options 4Metal, , On f M I 11 is suitabler all systemst a conventional t. 73 . " Carriage Bolt RT Serrated 1 1 t: " I I L-1 3.54 inch (90mm) 60 inch (1 5.4mm) KUM I 0 # 0 1 3WITIM -am Optional Items: 5 x 60mm Mounting Screw (RT2-04-SD5-60): 100 ea./Bag 5/16 X 25MM Flange Bolt & Nut (RT2-04-FBN25): 100 ea./Bag RT-Butyl (RT2-04-MNBUTYL) : 10 ea./Box 11 M-13 =17 I• RT-Butyl is Roof Tech's flexible flashing used in one million residential PV systems for the last 27 years, It is the first PV MOUnting system with Flexible Flashing certified by the ICC, Engineered to withstand wind speeds up to 180 mph and ground snow up to 90 psf, ngineered to ASTM D 1761 WM-d&A4&AA'61,A ;444444444444444444 .......... , , : TAS 100 A on metal and asphalt roof, P.E. Stguled L—P-ters lk \ti,,tiv.roof-tecli.us/stigwI 1011M 1.01MIMMU Maz•�#� Flexible Flashing 100% Waterproof ROOF TRUSSES SPAN 'L' (BETWEEN SUPPORTS) SPAN 'L' it 17 I II it li it II tl �1 ii II !1 11 it it t t it I t` ii II~ ti 11I e' ti 11 ,tl - Ii II I II it 771 �� ii it II 11 u I n it nr a II n n I I i I I i t N I i i i t I f i F 71 A JII A ii 61 ii,iL li f1 ,it 1 ! i 4U� 4W 44�*dd�• II I i_}+. , 'il � tll � II' it •ii 11 II ! !! 11 O 11 ii 11 II ---_--J_ _------------- __ 3L_--_ --LI_ __ _. Ji-----JL>_11__ 1 F--�---n" ----1t r -4F ---- -n- ---- -1� ----'1r-rr- n I 11 a Ni .t s it it i t It 1 1 hj t 1 I! 11 I 11 I I I -. •11 II� iV' � I I it 11 11 1. If pll dii- It II { ii 11 31 II ti ii 11 I 11� II It p II .0 :. ,, ou ❑ 74` 11 1 it Ili ii II II { !1 it yi It II II u 141 i 1i it fti 14 li li li it i it III I i n n nl a it u u 129E Ali NOTE: OVERHANG AS PER PANELMANUFACTURER'S INSTRUCTIONS. SHOULD BE EQUAL ON BOTH SIDES OF PANELS. DESIGN LOAD CAPACITY - PST (LANDSCAPE MODULES) UP TO 00" PANEL LENGTHS NUMBER OF RAILS SPAN 'L' ROOF SLOPES FLAT ROOFS UP TO 71 ROOF SLOPES r TO 20° ROOF STAPES 2I" TO 27' ROOF SLOPEs 2W TO 4W ANCHOR ANCHOR 1191E 'A' TYPE °8' TYPE 'A' TYPE 'B' ANCHOR TYPE 'A' TYPE 'a. ANCHOR TYPE 'A' TYPE '8' ANCHOR ANCHOR TYPE 'A' TYPE 'B' 16" 230.3 247.8 229.E 247.2 2282 245A 227Z 245.0 225.2 24,10 24" 154.9 166.6 154.2 165,9 152.7 164.5 151.9 163.E 149,7 161.7 32" 1172 125.9 118.5 125,3.: k 95,0 123.9 114.2 j 123A 112.0 121.1 2 48" 79.4 85.3 78.1 8}.6 77.3 I 83.3 76.5 82.5 742 80.4 64" 60.6 65.0 59.9 { 64.3 58A 62,9 57Z s 62.2 55.4 60.1 72" 54.3 51 2 53,6 57.5 52.1 56.2 51.3 55,4 49A 53.3 16" 250.0 250.0 250A 250.0 250.0 250.0 250-0 250.0 250,0 250.0 24" 209.3 225.2 206.6 224.5 207A 2211 206.3 222.4 MCI 220.3 32" 158.0 169.9 157.3 169.2 M5 S 167.9 155,0 167.1 152.8 165.0 3 48" 106,6 114.E 105,9 113.9 104.5 112.6 103.7 111.E 101.5 109.7 64" 81.0 86.9 S0.3 B6.3 78.B 84.9 78.0 64.1 75A IIIA 72" 72.4 77.7 71.J 77.1 70.3 75.7 69.4 74.9 67.3 72.9 LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL WIDTHS UP TO 40" FOR WIDER PANEL WIDTHS (41" TO 48"), DETERMINE DESIGN LOADS AS FOLLOWS DESIGN LOAD LOAD FROM CHART X 40 NEW PANEL WIDTH ��lj Z p� WQ Q W q t 0 NN PV RAILS 2 OR 3 PER PANEL p EQUALLY SPACED C P7 SEE CHART BELOW a' c zs il.z4 Jzm� Q IZiafif 2f H Y V) RT-MINI II ROOF TOP PV MOUNTING SYSTEM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z 0 REOUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 m R THIS PRODUCT APPROVAL IS FOR THE ROOF TOP PV MOUNTING SYSTEM Ln AS SHOWN ON THESE APPROVED DRAWINGS. a a, 2 ROOF DETAILS, UPLIFT, SLOPE, ROOF TRUSSES AND OTHER ELEMENTS SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED D_ 0 U Er - w M BY THE STRUCTURAL PLANS EXAMINER OF THE CORRESPONDING C o1 2 BUILDING DEPARTMENT. CONDITIONS NOT SH #N THIS flRAW1NG ARE TO BE YZEO SEPARATELY, 0 c IF 3 n AND TO BE REVIEWED BY BUILDING OFFICIAL. 20^ _ F" I- m m INSTALLATION OF PV PANE. ACCESSORIES SHALL BE DONE IN ACCORDANCE WITH 714E CURRENT EDITION OF FLORIDA BUILDING CODE AND THE ? -0 0 " MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1 0 to C ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS A AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND ROOF COVERING. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. PANELS TO IIESTALLED P. TO THE ROOF SURFACE WITH A TSOLAR O 2 OBE V PV PANELS NOT PART OF THIS APPROVAL. FOR PANEL DETAILS, GENERAL NOTES., COMPONENT SIZES, 1 PANEL RAIL CONNECTION TO RT-MINI 11 AND INSTALLATION REQUIREMENTS/LIMITATIONS SEE CORRESPONDING FLA. APPROVAL GAGS. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEV+ATE FROM THE CONDITIONS DETAILED ON THIS 9- THIS PRODUCT EVALUATION DOCUMENT VALL BE CONSIDERED } AUO tF ALTERED BY ANY MEANS. C_ SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENfd M OR ARCHITECT WHICH VKL BECOME THE ENDINEER OF RECM (E.4R.) FOR THE PROJECT -0 WHO WILL BE RESPONSIBLE FOR THE PROPER USE OP THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENCNEER 70 THE P.E.D. 04GREER SHALL SJ6MR TO THIS LATTER THE SM SPECIFIC ORAWINGS FOR REVIVIC D-THIS P.E.O. SHALL DEAR THE DATE AK) ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. y Tr e 4 3 �Ijl ° •� � drawing 9 no.. 21-27F SPAN 'L' (SETWEEN SUPPORTS) . SPAN V WW of it A I I A II TT it II ROOF TRUSSES k - - - - - -- - - - I - - - t 17 - - - - ii II Ifii it --- it L J, it ii ------ =milt ------ It 7 ti fi I it A DESIGN LOAD CAPACITY - PSF (PORTRAIT MODULES) UP TO 68" PANEL LENGTHS NUMBER OF RAILS SPAN 'Ll FIAT ROOFS ROOF SLOPES ROOF SLOPES UP TO 7' W TO 20' ROOF SLOPES ROOF SLOPES 21' TO 27* 28' TO 4S* ANCHOR rfpE 'K ANCHOR TYPE 's' ANCHOR ANCtA4R ANCHOR ANCHOR TYPE 'K ANCHOR ANCHOR AW-40R TYPE 'S* TYPE 'A' TIME 'S' 16' 137.1 147.4 134-1 144,6 132.0 142.6 24" 92.8 99.6 I7:6 94.8 32' 70.6 75.7 67.6 729 65,4 70.9 49* 48.4 51.8 47.7 1 51.1 46.2 i 49.8 45.4 49.0 43.2 47.0 64- 37,3 39.9 36.639.2 35.1 37.8 34.3 37.1 32.1 1- 350 72* 33.6 35.9 32.9 35.2 31.4 .33.8 30.6 33.1 28.4 3110 16" 175.5 188.7 174.13 158,11 173.3 186.7 1725 185.9 170.3 183.9 24--- 118.3 127.2 1I7 6 126.5 116.1 125.1 115-3 j 124.3 1112 122.3 32' 39.7 96.4 89.0 95.7 87,16 94.3 86.7 93.6 84,6 91.5 3 48- 61.2 65.6 60.4 64.9 59-0 63.6 58.2 62A 7 64' 1 46,9 50.2 46.2 49.5 44.7 4&2 43-9 47.4-- 72" 1 42.1 45.1 41.4 44.4 39.9 43.0 39.1 42.2 LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL LENGTHS UP TO 68" FOR SHORTER PANEL LENCHTS, DETERMINE DESIGN LOADS AS FOLLOWS DESIGN LOAD _ LOAD FROM CHART X 68 NEW PANEL LENGTH NOTE: OVERHANG AS PER PANEL MANUFACTURER'S INSTRUCTIONS. SHOULD BE EQUAL ON BOTH SIDES OF PANELS. PV RAILS 2 OR 3 PER PANEL EQUALLY SPACED SEE CHART BELOW DESIGN LOAD CAPACITY - PSF (PORTRAIT MODULES) UP TO 80' PANEL LENGTHS NUMBER OF RAILS SPAN . I: FIAT ROOFS ROOF SLOPES ROOF SLOPES UP TO 7" fr TO 20* ROOF SLOPES 21* TO 27* ROOF SLOPES 28" TO 45' WiTW- I ANCHOR TYPE *A' TYPE 'B` ANCHORANCHOR - ANCHOR ANCHOR TYPE TYPE W TYPE 'A' TYPE *S' ANCHOR ANCHOR TYPE 'K TYPE 'B' AW '"CE ANCHOR TYPE 'A' TYPE 'B' 16' 117,21 25 9 116-5 125.3 S 115.0 123.9 114.2 123.1 112.0 121.1 24' 79,4 85.3 --78-7 -84.6 77-3 113,3 76.5 82.5 74Z BOA 32. 6016 65.0 5919 64Z 5&4 SZ9 - - 62 2 57,6 --55 4 60.1 41.7 44,6 410 44,0 39-6 42.6 38J 413 39.8 64' 32.3 34.5 31.6 33.8 30A 3Z5 29.3 31.7 27.1 29.6 72" 29.1 31.1 28.4 30.4 270 1 29.1 26.2 28,3 1 24.0 26,2 16* 134,1 144A 133.4 143.5 131.9 142.1 131A 141 Z 128,9 139.3 24" 90.7 97.4 90.0 96,S 88.6 95A 87,7 94.6 $516 92,6 69.0 74.1 68.3 73.4 66.9 72,0 66.0 71.3 63,9 69.2 41- 47-4 50.7 45.6 50,0 412 48.7 44A 47,9 42-2 45.9 64. 1 38.5 39.0 35.8 38.4 34.4 1 37.0 33,5 36.2 31-4 34.2 7 * 1 329 35.1 1 322 34.5 27,8 30.3 LOADS SHOWN IN CHARTS ABOVE ARE FOR PANEL LENGTHS UP TO 80" FOR SHORTER PANEL LENGTHS (68- TO 80% DETERMINE DESIGN LOADS AS FOLLOWS DESIGN LOAD = LOAD FROM CHART 80 NEW PANEL LENGTH it z 0 odc" t a r'Lit 1 0 OR,- Q IL 09 .6 t' 2 W z p 0 uh a - CA 4) D- F- C.7- ON 0 (n 4/20/2021 FL #38617 N a - W21 No. 812 �04 BIA drawing no. 21-27F EQ. r T"' 1 3/16"t (30MM)_/ (NO BOLT ZONE) �— 2' MIN. ED. RAIL CENTERUNE ALLOWABLE ZONE MIDDLE 2.5" 1 3/16 . ± (30MM) 1 3/16-± (30MM)_/ (NO BOLT ZONE) (NO BOLT ZONE) I 9/16-± (40MM) I 9/16":t (40MM) (ALLOWABLE BOLT ZONE) (ALLOWABLE BOLT ZONE) RAIL CENTERUNE 4LLOWABLE ZONE MIDDLE 2.5' 3/16"± (30MM) NO BOLT ZONE) -------- -- ------------------- PV MODULE NOT PART OF THIS APPROVAL ----------------------------- PV MODULE RAIL NOT PART OF THIS APPROVAL /-5/16* Dtk -1 BOLT n L-FOOT OR EMC /-NOT PART OF THIS APPROVAL A-------- PLYWOOD SHEATHING -15/32 MAX. FOR FASTENER TYPE 'A' 1 9/32- MAX. FOR FASTENER TYPE °B' BUTYL TAPE 2 LS FLASHING/SPACER RT-MINI It FASTENERS (2) PER BRACKET ERS S SECTION A-6 RT-MINI 11 FASTENERS: (AT ROOF TRUSSES) TYPE 'A- M5 X §QMM SS304 SELF-DRILUNG SCREWS (MAX. ALLOW. TENSION - 569 thf, MAX. ALLOW. SHEAR = 404 lot) TYPE 'ir- M5 X 90mm SS304 SELF- DRUIRC SCREWS (MAX. ALLOW. TENSION - 613 Ibf, MAX. ALLOW. SHEAR = 470 bf) CENTERED AT WOOD TRUSSES (SG = 0.50 MIN) 3. 323 -Fl r 1 .614 .090 Kr—mlhu I 6063-T5 NRK"Bi4 z 0. 0 IL � 0 t i'm In > 0 4 In 0 z 0 'q CA > 0- 0- 0 Ioa t —0 0 00 'co m - to it 2 Y2021 drawing no. 21-27F I'ThI STRONGHOLD D ATTACHMENT SEE PAGE NH-P01 SEEPAGE d i 2#A d »2# « & 1. . . \, \ }PRODUCT LINE: 2y\?#f12#2 \.\\. �... . \ [ & #ASE . � ASSEMBLY ... . .. .. ■aj\\ } SC IPTiO2: »■#�?*+ «f:» 0<?1\2#2§ ■#a�I«ai���m DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL � PROTECTED BYd #2f#!?#!f©®#£« LEGALNOTICE KM g wy v 0 MIN W -11433-2 oirwyl� lillag Utim �11;qm:mwcj killy.1ml, WIRE MGMT CLIP RAIL & CLAMP CAP KIT SEE PAGE NH-A08 SEE PAGE NH—A09 "OUNIRAC on@ 1411 BROADWAY BLVD. NE —AL%4HQJl�—NM—&W—flSA— PHONE: 505242.6,411 WWW.UNIRAC.CoM 'PRODUCT LINE: NXT HORIZON PART & ASSEMBLY DESCRIPTION: 0 il M 0111 Z 1 1-3 WA III III 1( I.- I ARTA 43 (*] k, 9 / 3 0/ 2 0 2 1 DRAWING NOT TO E ALL DIMENSIONS ARE NOMINAL PRODUCT PR uaiino BY LEGAL NOTICE PART # TABLE ~ \�. /\\�. \\\ DESCRIPTION ««:...\�. \\\/ ca»NXT HORIZON COMBO CLAMP - MILL NXT HORIZON COMBO CLAMP - DARK �1Y4`� N'll"TIT-119=01 -IN PHONE: 505,242.6411 WWW.UNIRAC.COM V2 " 1-01:901 *9 121 [*U we] z I 0*Xo W-11 a I■ TRgiroliMm DRAWING NOT TO SCALE SC ALL DIMENSIONS ARE NOMINAL LEGAL NOTICE PART # TABLE DESCRIPTION STRONGHOLD ATT KIT COMP © STRONGHOLD ATT KIT COMP DRK STRONGHOLD ATT COMP MILL (NS) STRONGHOLD ATT COMP DRK (NS) 4 :X16 to 3 /6 HEIGHT ADJUSTMENT 3:Y8" PHONE: 505.242.6411 WWW.UNIRAC.COM ms i 611MIN: mlitigla I 5/16" x 4" SS LAG BOLT T., "007019 m v 2 � " A y 2�■�� !ƒ� \ //� �■� G��� �\�\��\�# DESCRIPTION: ALL DIMENSIONS ARE NOMINAL [ WeT.114 I it10 1 I OEM PART # TABLE DESCRIPTION SHCLMPM1 RAIL CLAMP MILL 1012, [claol ra a mlplll� MN T�iMlolt 2" PHONE: 505.242.6411 WWW.UNIRAC.COM 1-y-ololm DESCRIPTION: CLAMP 5/16"-18 x 2" SERRATED FLANGE HEX SCREW I= =I* I 1 -.101 gol I A 101 il Stolail �I L I kc--f Ao i 19 1" I Emi PART # TABLE DESCRIPTION NXT HORIZON MLPE & LUG CLAMP man d"m U N I RA -PRODUCT LINE: i O..""'RIZON NXT H #f±© TYPE: PARTS ASSEMBLY 1411 BROADWAY BLVD. NE } | \ / / /LP\& ALBUQUERQUE, NM 87102 USA DESCRIPTION: LUG CLAMP PHONE: 505,242,6411 WWW.UNIRAC.COM REVISION DATE: 9/22/2021 I= PART ©, TABLE DESCRIPTION NXT HORIZON NS WIRE, CLIP Y I YU gm -7� .. .. . ...... R Y8 16 : � � - � � \� � ._ \ . . . | "'OUNIRAC mo an PRODUCT LINE: . \DRAWING NOT TO SCALE NX7 HORIZON ALL DIMENSIONS ARE PARTS ASSEMBLY NOMINAL NS WIRE MGMT CLI� DESCRIPTION: 1 16 Im 11011 Vq 9/22/202--1 LEGAL NOTICE IY16" PHONE: 505.242.6411 WWW,UNIRAC.COM PART # TABLE DESCRIPTION NXT HORIZON WIRE MGMT CLIP PRODUCNII IIII III IN T LINE: NXT HORIZON DIIIIII ESCRIPTION: WIRE MGMT CLIP 10/27/2021 m DRAWING NOT TO SCALE ALL DIMENSIONS AREerr NOMINAL LEGAL NOTICE PART # TABLE DESCRIPTION . . .. ............ .... NXT HORIZON RL & CLMP CAP KIT m'UNIRAC ail an owlsomiul ol i PHONE: 505.242,6411 WWW.UNIRAC.COM DRAWING TYPE: DESCR I ffl* N:- 10% UL LEGAL NOTICE I PART # TABLE DESCRIPTION NXT HORIZON RAIL 84" MILL NXT HORIZON RAIL 84" DARK \\/ \\ \� Lin 1.11-11 m� : w.\ \. \dam /. \ NXT HORIZON RAIL 168" DARK NXT HORIZON RAIL 208" MILL HORIZON RAIL 208" DARK NXT HORIZON RAIL 246" MI NXT HORIZON RAIL 246" DARK oil PHONE: 505.242,6411 WWW.UNIRAC.COM PR . . ODUCT LINE: . \ NXT HORIZON PART DETAIL DESCRIPTION: 9/13/2021 Fee MIN loll "ll Actmons 0 Maj PART # TABLE DESCRIPTION NXT HORIZON RAIL SPLICE lusiumm m- Fin. PHONE: 505.242 6411 WWKUNIRAC�OM E: PROIII DUCIIIIIII T LIN NXT HORIIIII ZOII DRA,I"I,Ytl'ply I11� II TTPIII E: PARllul T DETAIL DESCRIPTION: 11,01TTAIII&I94 III I i R01601JIM 9/22/2021 DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL FA Ficil I at] ta Z161:4411412y.11 I ALI I- Rcemant 0 61910A