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Home My WebLink About22-34775335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 :1 FAMWOKITIV plokAUMMA Issue Date: 01/19/2022 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. accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 0, "i CONTRACTOR SIGNATURE -- =I PIAIT OF ICE I, W11,001 I "IMME 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permittin 1( 321 247 6073� Owner's Name EDGAR CAFFYIN Owner Phone Number =(321) M247-6073 Owner's Address 16573 WAGON TRAIL ST Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 6573 WAGON TRAIL ST ZEPHYRHILLS FL 33541 LOT # 28 SUBDIVISION =SILVERADO RANCH PARCELID# 05-26-21-0080-00600-0280 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F__1 El ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK INSTALLATION OF PHOTOVOLTAIC SOLAR PANELS ON ROOFTOP BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING r22,382 VALUATION OF TOTAL CONSTRUCTION 22,382 =ELECTRICAL =PLUMBING =MECHANICAL =GAS ROOFING FINISHED FLOOR ELEVATIONS I AMP SERVICE PROGRESS ENERGY W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO BUILDER COMPANY I Momentum Solar SIGNATURE REGISTERED L_y N _LFEE CURREN L _)LLN_J Address Ste 100 Orlando FL 32822 License It [CVC57� ELECTRICIAN COMPANY Momentum Solar SIGNATURE �atthew Franz REGISTERED Y/N FEE CURREN Lyl!iJ Address 6210 Haffner Ave Ste 100 Orlando FL 32822 License# I EC13008217 PLUMBER COMPANY SIGNATURE REGISTERED L_YLN_j FEE CURREN L_YLN_j Address F License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address I License # OTHER COMPANY SIGNATURE III REGISTERED Y/N FEE CURREN L_yj N_J 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, Storrnwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I clumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans, ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways,.needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 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'SIOWNER'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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this by JAN 17 2-022 by Who is/are personally known to me or has/have produced h is are r has/have produced as identification. as identification. —Notary Public Notary Public 62 — ;3 Commission No. Comoesion No, 4 Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped 1-1 [NO D i Ploi,da-Nolaiy Public # GG 178362 _e�l-, lle rlll` j rn rn ission Expires Jaouaiy 24, 2022 INFORMATIONSYSTEM srHANWHA Q.PEAKDUO c 0 INVERTER ENPHASE IQ7PLUS-72-2-US CLICKFITSYSTEM 2-RAIL SYSTEM SIZE i i w IE'. i t' tki I t• ' ' xI ta towo f !• tx t x # t • # !• x t ft t � E! ;• tx • •• • tt i x x x �t ORDINANCES. ROOF HAVE s MORE THAN TWO LAYERS OF • ADDITION s Tjj ar >t A,r EQUIPMENT. x! t t t • . t . • . f ', t Mrt ► xSE" MICRO —INVERTERS WITHRAPID SHUTDOWN LOCATED ON THE BACK SIDE OF EACH MODULE. STRUCTURALSTATEMENT: THE EXISTING STRUCTURE IS ADEQUATE T• SUPPORT THE NEW LOADSIMPOSED t s a ••' • t s t� t t x �t Il sliMINOR:, t � t .� � tx►t x � ICLhTTIATIC • G EOG•••Fe&—K-_54@A CRITERIA TABLE 0 ,PaEIf ' TOPOGRAPHIC SPECIALWIND REGION BORNEWIND ►' DESIGN CATEGORY CLIMATE ZONE EXPOSURESEISMIC WIND Y N FBC, RESIDENTIAL 2020 TABLE R301.2.1.3 WIND SPEED CONVERSIONSa v F11 115 120 130 140 150 160 170 180 190 200 ult Vasd 85 89 93 101 108 116 124 132 139 147 155 For SI° 1 mile per hour = 0.447 rn/s, a. Linear interpolation is permitted. i WATT MODULE 72 .' i PLAN KEY PV-1 COVER PAGE PV-1.1 ATTACHMENT DETAIL PV-2 ROOF LAYOUT PV-3 ELECTRICAL PV-3.1 ELECTRICAL CONT. PV-3.2 EQUIPMENT LABELS BILL OF MATERIALS MODULES 19 INVERTERS 19 L-FOOT ATTACHMENT 35 168" RAILS 9 SKIRTS 8 ENPHASE COMBINER BOX 1 EATON 60A FUSIBLE AC DISCONNECT 1 30A FUSES 2 125A LINE TAPS 2 011) momentum SOLAR PRO CUSTOM SOLAR LLC D.S.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732)902-6224 MOMENTUMSOLAR.COM PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 t IFOIRIK4 tt 19 INVERTERS: ENPHASE 1 ,r .;o.,f.c.. FUW PER MODULE INSTALLATION MANUAL SECTION A -A 0.79 1 1 1.57 1 1 4.50 [20.0] [40.0] A— [38.0] 2.76 [70 .1] DETAIL C DETAIL D FRONT VIEW SIDE VIEW SCALE 1 :6 SCALE 1 :6 L-FOOT L-FOOT DO NOT SCALE DRAWINGI RX13tam, YK, X 11 75 xx I 1 1.57 [40.01 FRONT VIEW RAIL CLICKFIT COMP SHINGLE xx-xxxx-xxx I RT-MINI is suitable for mounting any rail system mfith a conventional L-Foot. 0 Dual bolt design, M8 or 5/16" for L-Foot & 1/4" for EMC 1CC ICC ESR 3575 Call Now for more details 858-935-6064 M8 w511 6' Flat lip for IHaxBolt lip. bottan channel Engineer to ASTM D 1761 —w— Components RT2-00-MINIB1S PAT PE IIG.. M So Extra R Optional item br(50,—Mo,ttaioq=M,R12-0a-605-60) 100-18a, RT-8W4RT2-04-SUTYLT) 10-reox RT-Butyi is Roof Tech's fiexiWe Psis,ing usad Sn 700.Wu fasid�tlaj PV sytems frx ft iasl 24 yas,s 1t iS the fifS1 PV MoUntmg SyMem'W0 ReXible Fiashurii cedifined by ibe !CC Metal Flashing Retrofit Flexible Flashing zmaz Dimensions in (mm) 31/2 (901 _2 (50) Rafter installation Deck installation P.E. Stamped Letters available at e—roof-tech..s/spport momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, NJ 08840 (732) 902-6224 MOMENTUMSOSul LAR.COM PROFESSIONAL ENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA30R BLVD. SUITE 307, ORLANDO FL, 32819 EDGAR CAFFYN - M591911 6573 WAGON TRAIL ST ZEPHYRHILLS, FL 33541 7329153049 U091 ML-G9+ 380 19 INVERTERS: ENPHASE IQ7PLUS-72-2-US I INITIAL I DATE: 12/14/2021 1 DESIGNER: SN I RI 1 19 24" D.C. (TYP) F! 19 1 #2 11 ON 1 rA*l 110 1 M FA US i IL I M rk#,' 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, PORTRAIT MAX CANTILEVER r5i 16 /10 /10 momentum SOLAR PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET MET CHEN, NJ 08840 U (732) 902-6224 MOMENTUMSOLAR.COM PROFINEERINNGNG DRIVEWAY Nvy'll"s= SQFT SQUARE FOOTAGE OF SOLAR ARRAY:387.11 SQFT CAMERON CHRISTENSEN PERCENTAGE OF SOLAR ROOF COVERAGE: 14.86% CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMEN YUM SOLAR 1 5728 MAJOR BLVD, SUITE 307, ORLANDO FL. 32819 18" RIDGE SETBACK SHALL BE REQUIRED SYMBOL LEGEND EDGAR CAFFYN - MS91911 6573 WAGON TRAIL ST M MAIN SERVICE PANEL ZEPHYRHILLS, FL 33541 7329153049 SUB -PANEL Lpf0k*1;UiL' 1 -T UTILM METER III ML-G9+ 380 19 INVERTERS: ENPHASE , IQ7PLUS-72-2-US LAI-C AC DISCONNECT 0 PIPE VENT UDC UTILITY DISCONNECT FAN FLCl LOAD CENTER SATELLITE DISH PR03ECT INFORMATION INITIAL DATE: 12/14/2021 DESIGNER: SN RN3 NEMA 3R BOX W1 ENVOY-S FIRE SETBACKS REV: DATE: DESIGNER: CB COMBINER BOX MIN TxT GROUND ACCESS POINT REV: DATE:DESIGNER: ROOFLAYOUT MODULE PITCH DIRECTION Oak WIND PRESSURE ZONE LINES. REFER TO R PV-2.2 FOR ADDITIONAL INFO I Pv— AL —w— 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 Q.PEAK DUO BLK IQ7PLUS-72-2- WIRE RUN VMP imp R L (FT) VO % V, WIRE SIZE m o m e n t u m MODEL ML-G9+ 380 MODEL us SOLAR BRANCH TO 3-BOX 240.00 12.1 1.98 65.83 1154 1.31% 12 AWG MAX POWER 38OW MAX OUTPUT POWER 290W PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR ]-BOX TO LOAD 325 HIGH STREET, METUCHEN, NJ 08840 OPEN CIRCUIT VOLTAGE 45�04V OPEN DC VOLTAGE 60V 240.00 22.99 1.24 SO.00 2,851 1.19% 10 AWG (732) 902-6224 CENTER MOMENTUMSOLAR,COM MPP VOLTAGE 37.85V NOMINAL AC VOLTAGE 240V LOAD CENTER TO AC 240.00 28.7375 114 3.00 0.214 0�09% 10 AWG PROFESSIONAL SHORT CIRCUIT CURRENT 10.5A MAX AC CURRENT 1.21A DISCONNECT ENGINEERING MPP CURRENT 10.04A CEC INVERTER EFFICIENCY 97% AC DISCONNECT TO 240.00 28.7375 0.491 10.00 0.282 0.12% 06 AWG INTERCONNECTION NUMBER OF MODULES 19 NUMBER OF INVERTERS 19 UL1703 COMPLIANT YES 1111703 COMPLIANT YES PV BhEAKE-R- SUB PANEL # OF MODULES PER BNCH THIS SOLAR PHOTOVOLTAIC SYSTEM COMPLIES WITH THE 2020 RA BREAKER SIZE, FLORIDA BUILDING CODE AND THE 2017 NATIONAL ELECTRICAL CODE UP TO 16 20A o C FSEC CERTIFICATION STATEMENT, 0 53 19 HANWHA Q.PEAK DUO BLK ML-G9+ 380 38OW MODULES PAIRED WITH PER FL. STATUE 377.705 , I, MINA A. MAKAR PE# 86753, CERTIFICATE OF AUTHORIZATION #33404, AN ENGINEER 19 ENPHASE IQ7PLUS-72-2-US MICRO -INVERTERS LICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE 0 �E O DESIGNED AND APPROVED USING THE STANDARDS CONTAINED �' 4, TA F 40mvp-, IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING jai P� CODE. FBC 2020 BRANCH CIRCUIT A 10 MICRO -INVERTERS EXISTING SQUARED 150A BRANCH CIRCUIT B MAIN SERVICE PANEL 240 V 9 MICRO -INVERTERS MAIN BREAKER: 150A LINE SIDE I ENPHASE80A HOT TAP + + — AC COMBINER SOLAR CIRCUIT BOX DISCONNECTING MEANS 15nA a 0 w Alp EATON 60A FUSIBLE AC I l GRID DISCONNECT A 8 SOLAR CONTRACTOR CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MAJOR BLVD. SUITE 307, ORLANDO FL. 32819 CUS TOMER INFORMATION ROOF 1 OA/1 5A BREAKER -T—POWER UTILITY EDGAR CAFFYN - MS91911 JUNCTION (MANUFACTURER 30A FUSES GROUND METER 6573 WAGON TRAIL ST BOX SUPPLIED FOR f ZEPHYRHILLS, FL 33541 TERMINATION CAP 1 2A-B ENVOY) 3 4 7329153049 INSTALLED ON 20A BREAKER (A) PV SYSTEM INFORMATION END OF CABLE 20A BREAKER (B) SYSTEM SIZE (DC): 7.22 KW 19 MODULES: HANWHA Q.PEAK DUO BLK ML-G9+ 380 19 INVERTERS: ENPHASE IQ7PLUS-72-2-US Wire Temp. Wire Conduit Derated Inverter NEC Design Ground Ground Wire Wire Tag Conduit Wire Qty Wire Type NOC (A) Gauge Rating Ampacity (A) Derate Fill Derate Ampacity (A) Qty Correction Current (A) Size Type 1 OPEN AIR 2 12 AWG Trunk Cable 90°C 30 0,96 1 2&80 10 1.21 1,25 15.13 12 AWG Trunk Cable PR03ECT INFORMATION INITIAL DATE: 12/14/2021 DESIGNER: SN 2A 10 AWG THWN-2 75°C 35 0.96 26�88 10 1.21 1.25 15.13 08 AWG THWN-2 D m era C 'ed Inve rter Q e t fte y Doerate +1ill Derale A Pa it T'A' '96 2,8 80 10 'iWN 2 3/4" PVC 4 — 0,8 26 88 10 ��]PEV: DATE: DESIGNER: 9 W 213 10 AWG THWN-2 75°C 35 0,96 26,88 9 1�21 1�25 1161 08 AWG THWN-2 REV: DATE: DESIGNER: 3 3/4" PVC 3 + G 10 AWG THWN-2 75°C 35 0,96 1 33,60 19 L21 1,25 2834 08 AWG THWN-2 L LO9 6�!LL 1 6240 THREE LINE DIAGRAM 4 1 3/4" PVC 1 3 06 AWG IWN-2 75'C 65 NOTE: LETTER "G" IN WIRE QTY TAB STANDS FOR GROUNDING CONDUCTOR. PV-3 • ALL a L a •: * AND ISO HAVE# CALCULATED USING THE a a. : CALCULATOR BASED ON COEFFICIENTS. 2THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 PARAGRAPHGROUND CARRIED AWAY # GROUNDINGLUG USING ## BARE COPPER WIRE # Oss: WIRE t#t # x aI Lolf 9 101VWTI 1 # t X #: a k. # ►#k � �#a +.. 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 & CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LOCAL AND NATIONAL CODE REQUIREMENTS. 9. EACH MODULE MUST BE GROUNDED ACCORDING TO USER INSTRUCTIONS 10. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(13) WHERElt PER NEC 690.13,690.15, PROVIDE A WARNING SIGN AT ALL LOCATIONS a DISCONNECTING MEANSMAY ENERGIZED IN THE OPEN POSITION> SIGN SHALL READ *WARNING - ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS - OR 12. PER NEC 705.10, PROVIDE A PERMANENT PLAQUE OR DIRECTORY SHOWING ALL ELECTRIC POWER SOURCES ON THE PREMISES AT SERVICE ENTRANCE. 13. INTERCONNECTION METHOD SHALL COMPLY WITH NEC 705.12 14. AND OPTION FOR A SINGLE CIRCUIT BRANCH TO BE SPLIT INTO TWO SUB -CIRCUIT BRANCHES IS ACCEPTABLE. 15. ALL CONDUCTORS MUST BE COPPER. 16. NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR BONDED AS PER NEC 250.24(C). 17. EQUIPMENT GROUNDING CONDUCTOR IS CONNECTED TO A GROUNDING ELECTRODE SYSTEM PER 250.54(D), 18. FUSES FOR PV DISCONNECT HAVE AIC RATINGS OF 200KA AC AND 20KA DC. 19. SUPPLY SIDE CONNECTION SHALL BE MADE USING ILSCO INSULATION PIERCING CONNECTORS (IPC). MAKE, MODEL, AND RATING OF INTERCONNECTION CAN BE SEEN ON TABLE 1 BELOW. 20, METHOD OF INTERCONNECTION CAN BE SEEN IN FIGURE 1. 21, UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE. 22. WORKING CLEARANCES AROUND THE EXISTING AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC ARTICLE 110.26. 21 CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300,6 (C)(1) AND ARTICLE 310.8 (D), 24. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.10 (C). 25. TOTAL AREA OF ALL CONDUCTORS, SPLICES, AND TAPS INSTALLED AT ANY CROSS SECTION OF THE WIRING DOES NOT EXCEED 75%m OF THE CROSS SECTIONAL AREA OF THE SPACE. NEC 312.8(A)(2). 26. SYSTEM IS CONSIDERED AN AC MODULE SYSTEM. NO DC CONDUCTORS ARE PRESENT IN CONDUIT, COMBINER, JUNCTION BOX, DISCONNECT. AND COMPLIES WITH 690.6 - NO DC DISCONNECT AND ASSOCIATED DC LABELING ARE REQUIRED. 27. SYSTEM COMPLIES WITH 690.12 RAPID SHUTDOWN AND ASSOCIATED LABELING AS PER 690.56(C). AC VOLTAGE AND SYSTEM OPERATING CURRENT SHALL BE PROVIDED 690.52. 28. CONDUCTORS IN CONDUIT ARE AC CONDUCTORS BRANCH CIRCUITS AND NOT PV SOURCE CIRCUITS. 690.6. 29. ALL GROUNDING SHALL COMPLY WITH 690.47(A) IN THAT THE AC MODULES WILL COMPLY WITH 250.64. 30. NO TERMINALS SHALL BE ENERGIZED IN THE OPEN POSITION IN THIS AC MODULE SYSTEM 690.13, 690.15, 690.6° 31. WHERE APPLICABLE: INTERCONNECTION SHALL COMPLY WITH 705.12(A) OR 705.12(B) 32ALLWARNING SIGN(S) LABEL(S) SHALLCOMPLY ARTICLE LABEL WARNINGSa ADEQUATELY OF t a# LABELS SHALL . PERMANENTLY AFFIXED EQUIPMENT, 4 LABELS REQUIRED M i SHALL SUITABLE FOR THE ENVIRONMENT. VOLTAGE RATING • k a f t t f Iq II pll MI 1,I �IIIII II IA I � I II ra a FAT lay II III I El 1. ADJUST CONNECTOR NUT TO SUITABLE LOCATION 2. PUT THE BRANCH WIRE INTO THE CAP SHEATH FULLY 3. INSERT THE MAIN WIRE, THERE ARE s LAYS OF a s LAY IN THE MAIN t ` # t CERTAIN LENGTH OF THE FIRST INSULATED FROM INSERTED END 4. TURN THE NUT BY HAND, CONNECTOR k ; LOCATION. SPANNER.5. SCREW THE NUT WITH THE SLEEVE 6SCREW THE NUT CONTINUALLY THE TOP PART IS CRACKED AND DROPPED DOWN ., . PRO CUSTOM SOLAR LLC D.B.A. MOMENTUM SOLAR 325 HIGH STREET, METUCHEN, N) 08840 (732) 902-6224 MOMENTUMSOLAR.COM PROFESSIONAL EENGINEERING CAMERON CHRISTENSEN CERTIFIED SOLAR CONTRACTOR LICENSE NUMBER: CVC57036 MOMENTUM SOLAR 5728 MA30R BLVD. SUITE 307, ORLANDO FL. 32819 �� •f a � s ML-G9+ 19 INVERTERS: ENPHASE IQ7PLUS-72-2-US I INITIAL I DATE; 12/14/2021 I DESIGNER: SN I �Ml + Ammm"aremirsTelm 370 Burnt [Till Rd. Skillman N.Y. 08558 Studio GdesignC; comeast.net Re: Proposed Photovoltaic Solar Panel Installation Edgar Caffyn 6573 WAGON TRAIL ST ZEPHYRHILLS, FL 33541 Dear Plan Reviewer: Architect LEED-AP 908-872-3664 December 15, 2021 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 19' 4" with a top chord length of 21' 4" with intermediate supports at 113rd points, making the effective longest span equals TV with 1l2" OSB plywood sheathing. The new array (See Site map by contractor) will add 2.63 Lb. J 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 System: "ROOFTECH"t "RT MINT II" & "EcoFasten" Click Fitg, Attachement Systems Wind Zone I Wind Zone 2 Wind Zone 3 Fastener Info: min. 5116" x 4" long stainless -steel lags with a min. 72 48 48 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-I6, 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. sly Daniel W. Dunzik, RA. LEER -AP FL. Lic. No. AR98795 EI Daniel W. Dunzl*k Architect LEER -AP 370 Burnt Hill Rd. Skillman NJ. 08558 908-872-3664 StudioGdesignC&,comeast.net December 15, 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 = 25 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 = 72" o.c. max Zone I = (72" o.c. max)2 144 = 36 SF Zone 2 = 48" o.c. max Zone 2 = (48" o.c. max)'2 1144 = 16 SF Zone 3 = 48" o.c. max Zone 3 = (48" o.c. max)^2 l 144 = 16 SF Lag Screw Forces: W = 266lb/in (Table 12.2A, 2015 NDS) Zone I = 19,3 psf x 36 SF = 695 lb < W', OK Cd = 1.6 (Table 2,3.2, 2015 NDS) Zone 2 = 25.8 psf x 16 SF = 413 lb < W', OK Ct = I (Table 2.3.3, 2015 NDS) Zone 3 = 30.2 psf x 16 SF = 483 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 BREAMN13 THE 20% EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.6%. INNOVATIVE ALL-WEKTHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology', Hot -Spot Protect and Traceable Quality Tra.QTm. EXTREME WEATHER RATWG High-tech aluminum alloy frame, certified for high snow (6000Pa) and wind loads (4000Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative 12-busbar design with Q.ANTUM Technology, 'APT test conditions according to IEC/TS 628043:2015, method 8(-1500V, 168h) I See data sheet an rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays on residential buildings Engineered in Germany 0 'AL"E"LLS L MECHANICAL SPECIFICATION 72.4inx406inx1,26in(Includingframe) za^peao m) is.° ca>smm (1840mm x 1030mm x 32mm) __......, __ .._ ... _ .- _ ... _., _ . __ - »"no°amm) 43.0Ibs (19 5 kg) _. ,_, ._ __ .____...- ._...__ ..-.-....._..... .. ast2"i320s 0 ll In (2.8 mm) thermally pre -stressed glass with anti -reflection technology ------_ , _._,__.. ... ... ..... .. , ___.T_ n:©oa,am®»o msso.ra",as mm€ rre ve Compositefiim 38.8"(981mm) _ Black anodized aluminum oo.s" uoao mm) 6 x 22 monocryataIll ne Q ANTUM solar half cells ;<01 209 398€nx126 236inx059 071m -70 (53 101mm x 32 60mm x 15 18mm) IP67, with bypass diodes .- .,.,. .... azrt oomm) 4mm2Solarcable (+)>472€n(1200mm) OP472€n(1200mm) . 4.ram,meam+eloMIL¢ a @x PrxN�e Mlea ` ! r Staubll MC4 IP68 ..,..,.._.. ,.,.,.,____ DETAILA os°•tsasmmt T ��o.aa•tasmn,� ELECTRICAL CHARACTERISTICS _.--------- ._.. _. _... _.. --., _. , . _ --------- . _ ----------- _.--------- _ POWER CLASS 365 370 _ ,.... _..... ..... 376 380 .......... ... 385 _... _._.. ....._. t -.. .., .. .... .... ,,,, iL %€ i1 V4, ., , 01'E AN E, .,v. ....... ..._, .. __----__ -,..... ,._........ o [W] 365 370 375 380 385 dh r; ,. .. ?a .�t= sc [A] 10.40 1044 10.47 10.50 10.53 . e_ . , . .__. _ _ . _ _. __. _ _.__� Vo„ IV] 44,93 _-___ _ 44.97 ,,. __ _ .. ___ . -__ 45-01 45.04 45.08 - _..._.. --- _ IMP, IMP, [A] 9.87 9,92 9.98 10.04 _._. ._,..,....._. 10.10 �. ,,.... V-1 V 36.99 _ 37.28 _ 37.57 ........................ 37.85 ............. 38.13 ...... et q [/]_]9.3 ?19.5 ?19.8 >_ 201 _20.3 ......_.._- ,. , . _ __, , . _ .... _ -- ... _--- .. ._._ .. w« , v I, PMPP (W] 2733 ....... _..... 2771 -...._.-._ ... ______ ., ` __-_ 280.8 .. . ,. _._. 284.6 . . .......... 288.3 _- ..... _ . - _-- . _ Is1, [A] 8 38 8.41 8.43 8,46 8,48 _.. _T r'o r, C, r , , > _, Voo [Vj 42,37 � 42,41 _ _...._ ,. ., _ .._.. 42.44 42.48 42 51 ra, P._�€�_ opp [A] 7.76 7.81 786 7.91 7.96 - - -- ,_ , _ VMPP [V] 35.23 _ 35.48 35.72 _.. 35.96 ... .., .... 36.20 -.... - 'Measurement tolerances PMP, t3%; Is , V_ 5 % at STC;1000 W/m2, 25_2°C, AM 1.5 according to IEC 60904 3.2800W/m2, NMOT, spectrum AM 1.5 ----- ......_.. _.._...,.._ ........,.- ........... .._.m..,..., _,,....._.. ,....._...... ..____�...... .__.._ ..� -__.._......_.. _._,_.,_,,,. Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max 0.5 degradation per year. At least 93.5% of nominal power up to 10 years. At - least 86% of nominal power up to 25years. --------------- All data within measurement toleranc- es. Full warranties in accordance with the warranty terms of the Q CELLS aoo aoo aoo coo I000 sales organisation of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25°C, 1000 W/m2) TEMPERATURE COEFFICIENTS ,...__.,... _ ........ a [//K] +004 t,n;.,r, ,rr Of (f [%/K] -0.27 _ .__.._...... ....... ............ ..... _ . . _ ... y [%/K] _ -035 ,1, `�o.,_., �2 a , tr ,.;u, p zL�-nT . mur.r .. ... NMOT [°F] 109t5.4(43t3°C) ----- PROPERTIES FOR SYSTEM DESIGN f , ,.,.. , , c:,. Q. - v ------------------ [V] --- --------- _ . . _ 1000 (IEC)/1000 ILL) - - .., `tr . ,,, ;: �,.*.., .. n. - . Class 11 _.. - - . :. _ _.. [A DC) ._.... .. ............ 20-e _ , Z«., , c,., f , ._. _..._.... ,,.__ .......... ................... , TYPE 2 .,,. Do,,u ,., ,... [lbs/ft2] 84 (4000 Pa)/55 (2660 Pa) -40°Fupto+185°F [Ibslft2] .... , 125(6000Pa)/84(4000Pa) :)w", (-40°Cupto+85°C) - .. . 'See Installation Manual _........_._ _....... (WAUFICATIONS AND CERT0QUES PACKAGING AND TRANSPORT INFORMAXION LL61730 CE-compliant, �.� h��c+� €t 63 O 0 A bIEC612152016. ;EC 61730 2016. US, Patent No. 9,893.215 � -VS � � TOVIi-m:= .c .. 74.4in 42.5in 47.6in 1458lbs 28 24 _ 32 (sole, cells) eca<<s U-730 roin,zzozi> + , ,, 1890mm 1080mm 1208mm 661kg pallets pallets modules Note: Installation instructions must be followed. Seethe installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS America Inc. 400 Spectrum Center Drive. Suite 1400. Irvine" CA 92618, USA I TEL +1949 748 59 961 EIMAiL inquiry@us.q-cells-eom I WES www.q-cells.us Sheet Enphase Microinverters e 7 a n + taff c r tc-inverters 91 To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready 'Enphase Q 7 Mkcxo" and Enphase QT+ Micrc,�.. dramatically simplify the installation process while achieving the highest system efficiency, Part of the Enphase 10 System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyEnphase IQ Batteryand the Enphase Enlighten'" monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry -leading warranty of up to 25 years. - Lightweight and simple ��FIT.W More then a million hours of testing Class lidouble-insulated enclosure UL listed §Z�••R#75 - a 5PYAW1,117"I OX—e—OW freq�ency ride -through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles Meets CA Rule 21 (UL 1741-SA) ENPHASE N1110111 E plizse iQ 7 and IQ lyn"Mwanw n-= No Inchunt Do .0c SM1.1! 00 wnmm OTG UTPUDATA( 74 WrMnV"te, N" =A xMW 250 041 PCs V mmw-rn nupym ms oymvq V,twe 79U VA owwo� 2 Q Nommy QWWWI"�' A jKA Vemn an"S 0 Y& VAT 01 2 4 1 "10 1 A= Wn, 0 7 yamq 07 Nq pnt; 7 mashig 17 IF F F" 4 'C" T N' t'432os V i9xv; 20 014'yw" AG Wepum uAwyn't MECHANICM OAT,'II, 4xj 0 100 K 0 NnN V W T" W& C" 0 V7 x a W, ITWWW &VTO S wdyr "'0 �nxtcl Y TDe 10 W jj�t"'T xnanwq, V- -MCI 0% '_W ro: j ", W-X Y"am-1WO k- Y owe W"A no 57"', no- "MWW OF, wxm�' MOM 0S ht IIII), N PEATHRES rw -h" IQ Ora V: oyp=nms AVAr3pn Swunwo noo aoxown 4 ""M W, W To $UNMUIN m7mof T M no We Oki to M' r 6201 10W 110070' rn�wl 4 Nmr 4 TFVMM Con Tw� nywucl S N . may WWV WMC MW 5"'r, ,rtc' nowwo w�-nwq mnahowN I, RMnows 0) mom nvv I, alto Vwtwe o'hnny"m aMhment',UvI = I - 1, "" t 1c.,M"KA 0 2018 Enphasp Energy, All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc, 2W 105 24 0 EnDha.se I IQ ombiner 3 (X-1Q-AM1-240-3) 0 , "_ " " � - "' , , _,", .. ........ .... .. . .... . _ , LISTED To learn more about Enphase offerings, visit enphase,com 7- ��e Ennhase 10 Combiner 3" with Fnw,!�ase Erlvo,�',,T;' ,_'or�solildates in�erconnect�cr e u, 1 r r 1" e n t 1 n t a - n q e e n, 10 S L 1 C a s e a - PIV anc, sic',,roae !,, S�k al lat toils bv I (I ik,- cons�stenl pr\'vred soluivon fc.1 "esil"ential aDD:catio'ns" 11, C-M'r"� LK) s .-,inc"! -alon series oo.!e nr)ul c-r-u!t E,Usba, assernbiv. W= 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 from previous combiner Centered mounting brackets support single stud mounting Supports back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not included) 80 A total PV or storage branch circuits H= Durable NRTL-certified NEMA type 3R enclosure Five-year warranty UL listed 0=` -.0. ENPHASE Enphase IQ Combiner 3 NWDEL NUMBER i"'ornbire, 3 X-11"', "J"111,1403-v 6 Cwkry 3 wO EnOme T E""- wmtec, circuit boarN f,,.,-)r Integrated revenue, grac"e OV amdWon wennig (ANSI CUA"x 0 5% W opfmal* ccinsufrplion �-naritonng ACCESSORIES and REPLACEMENT PARTS Eqmmp MaNk Gc=PW' CELuMODEPr: 03 MG � 12yew dwa plarl PWg a" PlAty .Adds mYgnade celwar mocem mY d= pwM3r spWnw up to NO CELLMOD ENATI(30 t:=. rlr,, ;,.av olpmlers, (Avainible m he US Cawds NAmus, Pun"n Rent and Hie US V"gw jsAms, Z.F�-�-MOIDFM-Mlf4G booed LTE All 5 yew cam Am! WW-e *wms ack.we MAW sume M Aimmmilahm am"" Consuirnnbcn Nhwvmrmql CT COWO-SWIT c4cut 5MAM", RN 1M 2"f' RRKI"0240 BRK-,20A 2P-24,, EPY-01, a, P L W A 0 XAVNVDCBA 3, ELECTRICAL SPECIFlIGATtONS A U n c,,, Sy:-eil, vollagu E on -,IC � e r, e <-- in h, a! : a t i q Man conlimmus curant ratrg WpM W gran! Max Nseworvir rKing �cutcl-W Tamil COWS Now XOM"Way Vic too wow, CIO a NOW W"g NOW SAQ Wre cusyl MM& "A'd)co,, inowe cores: Pnpuon 1"'Ederinp (-- 2,50 Supi'mia"'s Labo"i BR2O, BR21t,- BR220, BR,2s0. HR240. MG53. and BR260 cqcwt bmakers Now hrwke� 2 pot, 13A, Won PR?lI',' COW hMPKer 2 pole, 15A. EMon EIR21 -1, Clculi breaker 2 pot, 20AjiWon BR22D ixovvef lin c can .c,,D:njnun iccit,cm tv idge �rv,*), a uanlitv2, Accesswy mcgoNck ky Rmu Line Cauier in 1) Comomer 3 tequwei: NN FPLC-01 Rechcenwirit lQ Fnwiv prnoc mwil houd MCM fm Coymnu,3 Casnumsit` y 11=0 VAa 60 W 125A 65A () 0 ", Uu,, to, f.,-aii 2 -cuie Eaton eat. sc,! w.,-, Dis,,i ibuwd ...''cite ranou IIXG,, 0f(,-�aye rs ondy (not nOu"ReC� o 4 A SON cf doulngo; qvierwon WA wO Q hinvy ..ma Cesar mcksle�C! Producken Won, W' NO A NO& cme wymstaled anc wend in IQ Envy MECHAMCAL DATA DiTensens fWxHxD,, cW h x n S x 0 6 cm 10 Y \ 14 77 x b 6X" Hemlit n 3 OF (53 5 crn wQh rnmunring brackes, wwp� 7 5 kq 116 5 lhs� aTN WMW,aWFe,,cage -431 C to a 46- C (-4031to I 5� Wonq Naluirai convecjion,n,��s Ii--al ohiek� Fnc iost i, p e riv, ow-nen'. a, I r 0mrow NRO ow%= NEMA qTe 311 polyrartmw mmumor We sgoz 23AWNAtinakerM,,I)LIT:= 60 A bmaer tn-anca �nput 4,o '!01 AW", cocper Sla�n li�g coi�nbineo, ou!r)u, "10 M 2M AWG mWm xidwWr,; faeu,ra; an-1 ?,roi,.nd, ! 4io ll,,,C) copoer t-,onduclor.�, Wave folAw WM cooe wauimmerns Ir condalm sqm(i =Ajd,, To 2000 nolem (6560 ton', INTERNET CONNECT MIN OPTIONS itot med Vakr, 902 llvqn Eveme, Onhwnel 902 & CaME Or W"LA We TW,chaec' -cww -0 lE'toems -n e"Cm ntna "LAAAMODEM 33G, 0P , (4GrCEVDE10-M(4G4scc,, LTC-M) Quotunhwec; COMPLIANCE cww"Mu cw&m�i JIL 1 W, ,'? No !07' 477FR, pan i5,nass um in,, ProMmtwn r1clerng ANSI C12 20 accums; We Do WV procuchm K, invo," K 5AW TAWSA 0 2 No MWIT' fVnswnvbon m(m"my s YmuRrd In- %pinse Suvacte Syw,-v� To Awn MOM el`ALA Fnphmse offerings, visit enphase.com C WE 30aw Emigy Mkipm mcarved. All Wwnwks a oa;Os in T s mcwwro we reg sond by their wsism, owner !:��ENPHASE 2W BON 3 %--Ol Asphalt Roofs ME -------- I RT Serrated Hex Flange Bolt/Nut: 5,116-18 x 1"' 4Less Aluminum 4more Efficient Design NrAdditional Mounting Options 4Metal, EPDM, WP� LI I ICC ESR 3575 RT-MINI 11 is suitable for all systems with a conventional L-Foot. 1/41s x 1" Carriage Bolt 0 A� Screw. 40 ea T_Bul�yl lExtra R ea. 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 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 Lip to 90 psf, Engineered to ASTM D 1761 TAS 100 A on metal and asphalt roof. etters 2v A "I'll WA, Dimensions in (mm) F 771 E 1-J .. . ........ —�T .... . . ...... IL 3.54 inch (90mm) .60 inch (15.4mm) Offset Rafter Installation Offset Rafter Attachment Options M41 9� M� Flexible Flashing 100% Waterproof FLORIDA BUILDING CODE COMPLIANCE � \� :�� \�}� \� :� \ \ \ FLORIDA BUILDING CODE 2020 REQUIREMENTS Questions often arise in the solar industry as to the requirements for installing solar mounting systems in Dade and Broward counties and throughout the rest of the Florida. Outlined below are the four requirements to comply with the 2020 Florida Building Code. The first three requirements are necessary for solar racking systems, while the fourth is specific to solar roof attachments. The fifth item, Florida -specific testing, is optional for installation, 1 - UL CERTIFICATIONS Racking UL 2703 (Supplied by EcoFasten) 2 - MODULE LOAD RATING 3 - RACKING STRUCTURAL CAPACITY Florida PE stamped system capacity and span tables that meet site conditions and roof zones for the project (Supplied by EcoFasten) 4 ® ROOF ATTACHMENTS Structural Capacity certification letters that meets or exceeds site conditions (Supplied by EcoFasten) Waterproofing/Flashing per NRCA& FRSA/TR1 (Florida) guidelines (Supplied by EcoFasten, when applicable) 5 - OPTIONAL FLORIDA SPECIFIC TESTING OR CERTIFICATIONS Florida Product Approval Miami Dade NOA 0 Water Seal Testing: TAS100(A) (required for HVHZ Florida Product Approval or Miami Dade NOA) ammummal EcoFasten I Page 2 EozFasten offers two roof attachments that meet the specifications for installation in the State of Florida, which are GF-10and (}8-1asshown below. GF-11 is @ versatile solution for use on composition Shingle roofs. The 8" x 12"flashing installs with a single fastener and when combined with an EcoFesten compression bracket a watertight seal is created, maintaining the integrity of the roof. M QB-1 uses a super strong base that can be used on composition shingle, tile, shake, slate, metal shingle, and low slope rooftops. This is a rail -based solution is ideal for new residential construction projects. The base can be installed prior to the roofing material, allowing for the roof to be shingled or tiled around the posts. Lmml 0 3017010 - QB-1 BASE AL 0 3017011 - QB-1 POST AL MILL 4.5" a 3017012 - Q8-1 POST AL IVILL 65' 0 3017013 - QB-1 FLASHING AL IVILL 12X12" * 3017014 - Q8-1 FLASHING AL RILL 18X18" * 3017015 - QB-1 EPDIVI COLLAR BILK 1.25" Q3-1 State otFlorida Certjfficqton Letter 07.2.0,2021 QB-1 Installation Manual 04,09.2021 v1.0 EcoFasten, For Instatters- By Instatters, EcoFasten I Page 4 CBCKF�T"" 0ckFh= isone ofthe fastest installing rail -based systems in the industry. With its click -in rail assembly, the rails can be connected to any of EcoFasten's composition shingle, tile, and metal roof mounts in seconds without the need for fasteners or tools, The ClickFit system is made of robust, anti -corrosive materials, such as aluminum and cold formed coated steel, to ensure the strength, corrosion resistance, and longevity, Available (]ickFitRail SKUs: * 2012021 - CF STD RAIL IVILL AL 14F] ClickFit UL 2703 Certification for Permit Packets ClickFit Waterproofing for Permit Packets �� N� �� n�� GF-1 CUT SHEETS ----- -------- - WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten I Page 6 QB-1 CUT SHEETS ----------- - - -- L --- - - -------- -- - -- -- 4 - --------- -- - - - - - ----- 3017010 4B-1 BASE AL STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 EcoFasten, For InstaLlers. By Instatters. EcoFasten I page ®1 CUT SHEETS F- STRUCTURAL CERTIFICATION 1 Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 61 - EcoFasten For Instatiers, By Installers, EcoFasten I Page 8 -- - - -- ------ -J- - -- --------- - 3017014 QB-1 FLASHING AL MLL 18X18" WATERPROOFING PER NRCA GUIDELINES Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 '1pEcc)Fasten, For Installers. By Installers Ecol'asten I Page 9 CLICKFIT CUT SHEETS CF UNIV L-FOOT I NILL X' STRUCTURAL CERTIFICATION Designed and Certified for Compliance with the Florida Building Code & ASCE/SEI-7 UL 2703 Conforms to UL 2703 Mechanical & Bonding requirements. See EcoFasten ClickFit Installation Manual for full ratings. EcoFasten. For Instatters- By Installers, EcoFasten I Page 10 Listed below is the documentation you will need to provide to your AHJ for permitting approval. Click on the link to download file. ClickFit U 27C?3 raved Installation Manual Version 07. 6.2021 v2.5 ClickFit UL 2703 Antiroved Addendum 06.07.2021 u1.1 o ClickFit L-Foul Ca acit Re ort 07,29.2021 ClickFit Master Letter Certi ication 04.15,2021 CF-1 Installation Maf7ual Florida 08,11.2021 v2.0 A-1 State o Florida Certi ication Letter 07.2..2021 � ClickFit UL 441 Rain e ort 22jZ,2 21 CIF-1 Installation MonualFloridaO8.11.2021 v2.0 �-1 trastal6atican lancaal «.9a222 tr. 2012021 - CF STD RAIL MLL AL 1 FT Cut Sheet 2012022 - CF U IV L-FOOT MLL 3.F Cat .Sheet 2012025 - CF STD RAIL AL MLL 171.5" Coat .Sheet 301201 - GFm1 FLASHING GLV BLK x12," Cut Sheet 3012011 ® CF-1 FLASHING GLtd MLL 12" Coat Sheet 301701 - 00-1 BASE AL Cut Sheet .3017011 _ _1 POSTAL MLL .5" Cut Sheet 3017012 _ -1 POSTAL MLL ., " Cut Sheet 3017013 - -1 FLASHING AL MLL 12X12" Coat Sheet 3017014 - -1 FLASHING AL MLL 1 1 r " Coat .Sheet 301701. _ -1 EPDM COLLAR BLK 1.25" Cut Sheet For Instatters, By Instatters. CONTACT ECOFASTEN EcoFasten, For Installers, By Installers. EcoFasten I Page 12 D C A A FAI PER MODULE INSTALLATION MANUAL L FIE=- Wal 9 Din M. 1.0/ 1.50 1,57 [40,0] [38.0] [40.0] 2,76 [70.1] --4: 10 FRONT VIEW RAIL DETAIL C DETAIL D FRONT VIEW SIDE VIEW SCALE 1 :6 SCALE 1 :6 L-FOOT L-FOOT structural ENGINEERS 4141 W Van Buren St, Ste 2 Phoenix, AZ 85009 Re: Report # 2019-11325HG.05.01 — EcoFasten - ClickFit System for Gable and Hip Roofs Subject: Engineering Certification for the State of Florida PZSE, Inc. — Structural Engineers has provided engineering and span tables for the EcoFasten - ClickFit System, as presented PZSE Report # 2019-11325HG,05.01, "Engineering Certification for the EcoFasten - ClickFit System for Gable and Hip Roofs". All information, data, and analysis therein are based on, and comply with, the following building codes and typical specifications: I Building Codes: 1. ZO20Florida Building Code, byFlorida Building Commission 2. A5CE/SG7'16,Minimum Design Loads for Buildings and Other Structures, by American Society ofCivil Engineers 3. 2O18International Building Code, byInternational Code Council, Inc, 4. ZO18International Residential Code, byInternational Code Council, Inc. 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV)Panels, November l'ZUl2by!CC-ES 6. Aluminum Design Manual 2O1S, byThe Aluminum Association, Inc. 7. ANSI/AWC NDS-2018, National Design Specification for Wood Construction, by the American Wood Council Design Criteria: Risk Category || Seismic Design Category =A-E Exposure Category = B, C & D DIGITALLY SIGNED BasicWind S d(ultimate) S[ 16 90 mph to 180 mph I f This letter certifies that the loading criteria and design basis for the EcoFasten - ClickFit System Span Tables are in compliance with the above codes. If you have any questions on the above do not hesitate to call. PON 1%1\\\\ FTHIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL KHZSKHE-R, PE ON 04/22/2021 USING A SHA-1 AUTHENTICATION CODE, Prepared by: I PZSE, Inc. —Structural Engineers PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED Roseville, CA AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 r 91&9613960 r 916�961.3965 vv www.pzse.com ENGINEERS 4141 W Van Buren St, Ste 2 Phoenix, AZ 85009 Re: Report #2O19-11325Hi55]]1Engineering CertificationfnrtheEu]FastenSn|arLLC{]|ckFh-Rail System for Gable and Hip Roof. PZSE, Inc. - Structural Engineers have reviewed Ecol'asten Solar LLC ClickFit System. All information, data ' al analysis contained within the Ecol'asten Solar LLC ClickFit System Rail span tables are based on and comply with the following codes: 1. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16 2. 2018 International Building Code, by the International Code Council, Inc. 3, 2018 International Residential Code, by the International Code Council, Inc. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, 5. Aluminum Design Manual 2015, by The Aluminum Association, Inc. Design Criteria; Ground Snow Load =O'GO/osf Basic Wind Speed =9O-18O(nnph) Roof Mean Height =O-3O/ft\ Enclosed and Partially Enclosed Gable and Hip Roof Pitch =Ow-6Dp(degnees) Exposure Category = B, C & D Rail: The evaluation of the ClickFit System Rail p/n 2012021 (450124, REV X03), mad't with an aluminum alloy, 6000 series, with a minimum yield strength of 35 ksi. Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the Span Tables, provided at least I module length between maximum cantilevers. l478Stone Point Drive, Suite 79l Roseville, CA9566l ` 916961.3960 r 916961.3965 «« wvwv.pzse.00m 1ovn1 j I 1,, 1 o v, i"; str E N (c� TE rr: T1 Clearance: 2" to 10" clear from the top of the roof to the top of the PV panel. Tolerance(s): 1.0" tolerance for any specified dimension in this report is allowed for installation. -.i','V Module Size: 60-Cell PV Panel max dimension is 68.5'. 72-Cell PV Panel max dimension is 80.4", Installation Orientation: Landscape (L) - PV Panel long dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the short side. Portrait (P) - PV Panel short dimension is parallel to the ridge/eave line of the roof, and the PV panel is mounted on the long side. 11% LOAN! a EIN101-Al 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916,9613965 www.pzse.com g AgF tructural Roof Zones — Enclosed and Partially Enclosed Gable and Hip Roofs, 70 < 0:5 60 0: The Edge Zone, "a," shall be determined using figure 30.3-213 to figure 30.3-2D of ASCE 7-16, for Gable roofs. The Edge Zone, "a," shall be determined using figure 30.3-2E to figure 30.3-21 of ASCE 7-16, for Hip roofs, Interior Zone 1 span shall be the minimum of 1 and 1' (See ClickFit System Rail Span Chart). Corner Zone 3 spans shall be the shortest of 3e and 3r (See ClickFit System Rail Span Chart). See Figure 2. CORNER ZONE (3e' SEE DETAIL Fd�� MOUNT LOCATION z 0 W RIDGE CORNER ZONE (3r� SEE DETAIL FOB 0 MOUNT LOCATION j GABLE 0 z EDGE ZONE (2r�j N HATCHED AREA INDICATES"a" DISTANCE < a-0,1x(LHD)OR !� MWIMUM OF T.0" 3)CORNeRZONE §EE DETAIL FOR MOUNT LOCATION Panel with Support Mounts in Multiple Roof Zones: EdIve and Corner Zone 3, reki�gectively) to mounts located in those Zones not to all the mounts supporting the module. Notes: 1) Tables are determined for Rail and L-foot only and does not include roof capacity check. 2) Risk Category 11 per ASCE 7-16. 3) Topographic factor, kzt is 1.0. 4) Average parapet height is 0.0 ft. 5) Wind speeds are LRFD values. 6) Attachment spacing(s) apply to a seismic design category E or less. Panel Array Edge: Panels exposed at array edge shall use figure 29.4-7 of ASCE 7-16 to determine "di" and "d2" to apply "Array Edge" spans that apply to an array layout. See figure 3. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 www,pzse.com 3 of 31 MrMcall NNErRS NON ED ARRAY EXPOSED ARRAY EDGE 1,51� TYP ROW OF SOLAI PANELS EDGE OF ADJACENT SOLAR ARRAY OR BUILDING EDGE MIMMIMUMM., Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional wher - I tvin•'trio•ic6ion. In all ca.6ies, these tables should be used under the direction ol. design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables apply to the project, and I This letter certifies that the EcoFasten Solar LLC ClickFit Railed System, when installed according to the limitations of this letter and the attached span tables, complies with the above codes and loading criteria. This certification excludes evaluation of the building structure to support the loads imposed on the building by the array; including, but not limited to strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the roof, Structures will require additional knowledge of the building and are outside the scope of the certification of this racking system. Prepared by: PZSE, Inc. —Structural Engineers Roseville 111p11!!!1l ptirrlltllj� 11''I'll t w 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.9613960 916.961,3965 www,pzse.com 4 of 31 ENGINNEERS Item.................................................................................................................................................... Page # Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof, 60-Cell Modules - Portrait ...... _ .......................... 6 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 72-Cell Modules - Portrait ......................... 14 Span Tables for Flush -Mount CickFit System on 0-30 Foot Roof with 60-Cell & 72-Cell Modules - Landscape ...... 22 Appendix A/ErofastemOickFhCut Sheets ............ ........ ........ ............. ....... ___ ...................................... .......................... 3O 1478 Stone Point Drive, Suite l9l Roseville, CA95d6| 5o[31 Maximum Rail Spans (inches) ClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 60-Cell G—'a E_ N h _95a�h �oo ,ph IA5 mph 11D mph 115 120 mph Load ,y Ca P—1 Angle Roof Z-,I V 0.7 1 2, 2, 2n 3e3, 1'I 2e 2, b 3, S, 1'1 2, 2, 2, 3, 3, 1'1 2, 2, 2, 3e 3, 1 1 2e 2, 2 3e 3, 11 1 2e 2, 20 3e 3, 1 2e 2, 2n 3e 3, _12— Array lnfenor 36 8S W 86 8 1 6 82 92 86 96 86 96 N 78 79 86 86 85 85i 85 76 76 86 86 82 82 82 13 71 86 86 W W 80 70 70 W 96 77 77 68 69 86 83 75 75 75 66 66 Array Edge M 86 79 79 79 70 70 86 cS 76 76 76 68 69 86 •SZ 73 73r 73 65 65 86 79 71 71 71 64 63 86 77 69 69 69 61 61 96 74s. 66 66 66 59 59 86 72 64 64 64 56 56 Array fi,1.6a, '97 87 87 gra 83 83 79 87 87 97 89 80, 80 75 87 87 97 77 77 72 97 87 87 74 74 74 70 94 84 Be 72 72 7Z 67 81 91 81 70 70 70 65 ys 75 79 0 69 0 63 7.20 83 83 W 72 72 n 67 80 W 80 69 69, 65, 65 77 77' 77 67 67 V 62 74 74 74 64 64 64 60 72 72 72 62 62 62 53 70 70 70 w 60 60 55 68 0 13 5$ 58 58 53 ArWgra,,m,, 97 87 87 97 87 87 87 87 97 97 86 86 95 83 97 97 87 82 82 82 $0 97 97 97 80 80 go 77 97 F7 V 77 77 77 75 87 37 V 74 74 74 72 87 87 97 72 72 72 70 8 20.27 1 97 By 97 77 77 77 75 97 87 V 74 74 74 n 86 86 96 71 71 71 699 81 Sa 33 69 69 69 67 80 90 80 66 66 66 65 77 77 77 64 64 64 63 75 75 75 62 52 62 61 A,,.yhatek,, 88 98, 98 AS 88 88 n 8& 89 88 88 Bs 45 n 89 U a 99 89 82 88 88 88 88 88 96 791 86 96 96 86 86 83 76 23 93 93 83 93 W 74 So 91 81 91 81 78 72 79 27t445 Array Edge 96 86 85 86 93 16 83 93 83 831 83 79 73 79 96 80 80 W 77 71 77 77 77 <77 77 74 68 74 74 74 14 74 72 Ss 72 71 72 72 72 69 64 19 70 70 70 70 67 62 67 A,., J-6., go go go go go go go go go go 90 go go go go go 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 91) 90 90 90 90 90 90 so 9"0 J78 90 90 89 $a 88 as 88 45 t. 60 Array Edge 9C, 90 90 go, SO so 90 90 go 90 90 90 90 90 90 go 86 86'.86 86 86 R 87 93 88 83 8g, 93 85 95 81 &1 81 81 81 83 73 78 79 !79F 91 91 . 76 76 . IA Array I—ro, 86 M 81 81 81 72 72 86 86 78 78 78 69 69 86 M 75 75 75 67 67 96 81 73 71 73 71 71 71 71 2 1 86 76 68 68 11 11 al 74 11 11 16 58 58 0 ta 7 Array Edge 96 78 70 70 70 62 62 @6 75 68 68 a W 60 86 73 65 65 65 57 57 8E 70 63 3 63 :4 s: E, EE 5, 4, A 90 64 56 56 56 47 47 -, 1 86 M 96 74 74 74 69 82 92 82 71 71 71 66 79 79 7: 68 68 68 64 7: 76 76 66 6665 62 74 74 74 ea 64 6 60 71 71 71 62 62 6 69 69 69 AD 6957 60 55 7 t, 20 Array Edge 74 74 74 64 64 54 60 71 71 71 61 61 61 36 68 68 , 59 59 59 , 6666 56 56 56 51 64 64 54 53 53 53 48 62 62 62 51 51 51 46 Eg 60 60 49 49 49 44 Array Interior 87 11 1 71 1: 1 7: 17 1 7g 7687 7e 11 8117 E7 73 73 71 71 81 El 81 70 70 71 11 1 11 gI Is 18 68 11 71 79 11 66 . 5664 71 11 71 64 Ea 62Ea 0 par C 20 to 27 Array Edge 82 a, 92 as E 6: g 79 11 79 65 65 E5 64 76 76 76 63 63 63 61 73 13 73 E1 61 61 59 71 " " 11 19 59 56 68 68 69 56 56 Ig IA El go 6613 53 13 51 Array fi,ledo, 88 88 88 88 85 78 95 85 85 85 85 81 75 81 82 82 82 82 79 72 79 79 79 Ig 79 16 Ig 76 76 76 76 76 73 68 73 74 74 74 74 71 66 71 72 72 72 12 69 64 69 27 to 45 I.Y Erig. 76 76 76 76 /3 68 73 73 73 73 73 70 65 70 71 71 71 71 68 63 68 68 68 68 69 66 61 66 66 66 66 66 64 58 64 64 64 64 64 62 56 62 62 62 62 62 60 53 60 —ay 1,M,i,, 90 W 90 90 W 50 90 90 90 AD 90 W 90 90 90 90 89 89 89 89 89 89 89 85 35 85 $5 85 57 87 93 33 83 83 93 85 85 W W ao go so 82 g2 78 7 78 is 78 45 to W Array Edge 1 87 87 83 83 83 83 83 84 84 79 79 79 79 79 81 81 77 77 77 77 77 79 79 74 74 74 74 74 77 77 72 72 72 72 72 75 75 59 69 69 69 69 73 73 67 67 67 67 57 Array fae,ra, 86 W 77 77 77 Es 68 86 82 74 74 74 65 65 96 79 71 71 71 63 63 W 76 68 69 69 61 61 86 74 66 66 66 58 5$ 86 71 64 54 64 % 56 so 69 62Y 52 62 53 53 7 Array Edge 86 74 66 66 66 Sa 59 86 71 64 64 64 55 55 86 69 61 61 61 52 52 83 66 59 59 59 50 50 80 64 56 go 56 47 47 78 62 Se 54 54 45 45 i 75 60 51 51 51 43 43 Array 1fl"' 0 80 90 65 69 65 77 77 7767 67 67 63 '14 74 74 64 64 64 60 72 72 72 12 62 6 58 64 69 69 60 60 so 55 67 67 67 58 58 58 52 65 65 65'.55 55 55 50 7ta2a Array Edge 69 69 6960 ED :9 0 55 67 6757 57 57 57 57 64 64 64 94 54 54 49 62 62 62 51 51 51 47 60 60 W 49 All 45 44 59 53 58 47 47 47 42 L5 55 55i 45 45 45 41 &,.y I.Era, V 97 97 74 74 74 72 86 86 86 71 71 71 69 83 8 83 69 69 69 67 8080 so 66 66 66 64 77 77 77 64 64 64, 62 7$ 75 73 62 62 62 60 72 72 72 60 60 60 58 0 20.27 ArWE3ae' IA 71 71 64 62 74 74 74 62 62 62 60 71 71 71 so 59 59 57 so g 'S 56 56 56 54 67 67 67 54 54 54 52 64 64 64 51 51 51 as i63 63 63 49 aS 45 47 A,-I,,I-r, 83 83 8' ga go 74 W W W So BO 77 71 77 77 77 77 77 74 69 74 74 74 74 74 71 66 71 72 72 72 72 69 64 $9 6969 69 5967 62 67 67 67 67 67 65 F9 65 Array seg. f 72 72 72 72 69 64 69 64 69 69 69 16 61 66 so 66 W 16= 64 So 64 64 64 64 64 62 So 62 62 62 67 62 60 53 60 60 60 W 60 57 51 57 59 58 59 58 55 49 55 Array law ., 90 50 90 W 90 90 W 90 90 86 86 86 86 86 87 V 8 &3 83 8a 83 85 35 80 80 W 80 80 83 93 78 78 78 78 78 so N 75 75 75 75 - 7879 73 73 73 73 73 45 t.60 Array EiYge s 92 79 79 79 79 78 80 So 75 7_5 75 75 75 77 77 72 72 72 72 72 75 75 70 70 70 70 70 73 71 68 68 6S 68 68 71 71. 66 66 66 66 66 I 69 69 64 54 64 64 64 Array 1-1, 83 9 83 83 83 82 82 83 83 83 83 83 78 79 83 83 83 83 83 76 76 83 83 82 82 82 73 73 83 83 80 80 90 70 7083 33 57 77 77 68 68 83 93 75 75 75 66 66 0'.7 Array Edge 83 8, 79 79 79 X 70 83 8376 76_ 76 68 68 _83 82 _73 7 3 73 65_ 65 83 79 71 71 71 63 63 83 77 69 69 69 61 61 83 74 66 66 66 59 59 83 72 64 44 _68 64 56 56 71.20 a'r., Interior 87 87 87 9383 83 7887 97 87 90 M 90 75 87 87 87 77 77 77 72 87 87 87 74 74 74 70 84 84 84 72 72 72 67 81 81 31 70 70 70 65 1 78 78 78 68 68 6 array Edge 93 83 93 72 72 72 67 80 W 8069 69 69 65 77 77 77 67 67 67 62 74 74 74 64 64 ga 60 72 72 72 62 62 62 58 70 70 70 6060 60 55 j 68 ES 68 59 58 58 53 A,Interior 87 87 97 87 87 87 87 87 87 87 86 86 86 83 87 97 87 82 82 82 80 87 87 7 80 80 77 97 87 87 77 77 77 75 87 97 97 74 74 74 72 87 3 87 72 72 72 70 B 20to 27 27 Array Edge 87 87 8777 77 77 75 87 87 87 74 74 74 72 86 86 86 71 71 71 69 83 83 83 69 69 69 67 so so 66 E6 66 65 77 77 77 64 64 ga 63 75 75 75 62 62 62 61 Array Interior 88 1 11 11 881 11 11 11 11 11 8811 11 11 11 11 11 18 12 11 11 A 888896 79 so E6 96 86 86 93 76 83 83 83 83 93 80 74 80 81 81 91 81 78 72 78 27 t, 45 Allay Edge 86 86 86 83 76 83 93 83 83 83 79 73 79 80 80 80 go 77 71 77 77 77 77 77 74 68 74 74 74 74 74 72 66 72 72 72 72 72 69 64 59 70 70 70 70 67 62 67 45 to 60 "ay""" 90 go 90 90 So go 90 90 go . 90 go 90 90 90 90 90 90 :0 90 go AO . 90 :,0 90 . 90 :'1 '93' A " 90 8 88 88 BE 88 Array Edge So a 90 90 90 90 90 go , 90 90 " 90 90 w 86 85 86 , 96 87 &3 83 83 83 85 as 31 al 83 78 78 78 78 7�� 81 K 76 76 76 76 76 AIIayagyral 33 83 81 81 gI 72 72 93 93 IS 79 79 so 69 83 83 7575 75 67 67 93 81 73 73 73 65 65 93 79 70 7U 79 gZ 52 83 76 es 63 ss 61 61 1 sa 74 66 56 66 53 58 01.7 Array Edge 93 78 76 70. 270 62 83 25. 69 69 60, W 83 73 65 E5 65 57 57 83 70 63 63 63 54 54 83 68 61 61 61 52 52 n 66 59 59 59 49 45 W 64 56 56 56 47 47 A,rayfeaar, ' 86 8 74 74 .62 74 69 82 82 _68 82 71 71 71 66 75 79 79 68 68 68 64 76 76 76 as 66 66 62 74 74 74 64 64 64 0 71 71 71 62 62 62 57 69 15 $9 60 60 60 55 7.20 AIW Edge 74 74 74 64 64 64 60 71 71 71 61 61 61 55 Gg es ga 59 59 9 54 66 66 66 56 56 56 51 64 64 54 53 53 53 46 62 62 62 51 51 51 46 60 so 60 49 49 49 44 Array terraria, 97 $7 97 79 79 79 76 97 V 87 76 76 76 74 87 97 Sor 73 73 73 71 95 85 95 70 70 • 70 69 02 82 92 68 69 68 % 79 75 79 66 66 66 64 77 77 77 64 64 64 62 5 P,f C 20.27 Array Edge K 92 92 69 69 69 66 79 79 79 65 65 65 64 76 76 76 63 63 63 r61 73 73 73 61 of 62 So 71 71 71 59 SS 59 56 68 68 68 55 56 56 54 66 66 66 53 53 53 51 Array haanor 88 99 83 89 85 79 95 95 85 85 85 81 75 81 82 82 82 8Z 79 72 7's 79 75 79 79 76 70 76 75 76 76 76 73 68 73 74 74 74 74 71 66 71 72 72 72 72 69 64 59 27W45 Array otge 76 76 76 76 n 69 7# 73 73 73 73 70 65 70 71 71 71 71 a 63 so 68 68 68 68 66 62 66 66 66 66 66 64 58 64 64 64 64 By 6Z 56 62 62 62 62 62 W 53 60 A,,,,xerisc 90 go so go go go -go w go go go go go go 9& i 90a Es as 89 89 89 89 xg, 95 85 85 85 95 87 87 83 83 83 83 83 85 85 80 W 80 80 90 82 82 78> 78 79 79 73 45 f. 60 ray Edge 97 87 83 83 83 83 83 84 84 75 7979, 7979 81 U 77 77 7Z n 79 15 74 74 74 74 74 77 77 n 72 72 72 72 75 75 69 69 69 69 69 73 73 67 67 67 67 67 Array Interior 83 83 77 77 17 6 83 82 74 74 /4 61 El 71 11 .77. 71 -11 13 13 7: ES 11 11 11 11 83 74 66 66 66 58 58 83 71 64 64 64 56 56 83 69 62 62 62 53 53 0 10 7 Array Edge g3 74 66 66 66 :: 58 93 71 64 64 E, " :g 3 68 " 6, E, 52 52 :�3 g 59 59 59 50 50 80 Era 56 56 56 47 47 78 62 54 54 54 45 45 /5 60 51 51 51 43 43 A-1 I-e— 69 69 69 65 77 77 77 67 67 63 74 74 74 6a E4 E4 60 72 72 72 62 62 62 58 69 69 59 60 Eo 60 5� 67 57 67 58 58 58 52 oS 65 65 55 55 55 50 Ito 20 A,- Edge 1 65 69 69 W 60 55 67 67 67 57 :7 57 7 52 64 64 64 54 54 54 49 62 62 62 51 51 51 47 60 60 W 49 49 49 44 58 55 58 47 47 47 42 1 5 55 55 45 45 45 41 A,— I-n,, 87 87 87 74 74 74 72 86 86 96 71 7E 71 69 83 83 83 69 69 69 67 W K W 66 66 As 64 77 i7 77 64 64 64 62 75 75 75 E2 62 62 W 72 72 7' 60 6960 58 0 20 w 27 Array Edge 77 7 77 64 64 64 62 74 74 74 62 62 62 71 71 71 59 59 59 57 69 69 69 56 56 56 54 67 67 67 54 54 54 52 64 64 51 51 51 49 63 63 13 19 49 49 47 Array 1-0., 83 93 83 83 80 74 K K N 80 so 77 71 77 77 77 77 77 74 68 74 74 74 74 74 71 66 71 72 72 72 72 69 64 69 69 69 69 69 67 62 6 67 67 67 67 65 60 65 27 to 45 Array Edge 72 72 72 72 69 64 69 69 69 69 69 66 61 66 66 66 66 66 64 59 64 64 64 64 64 62 56 62 6Z 62 62 62 W_ 53 60 60 W 60 _TPS_15 W 57 51 57 53 58 _78 58 58 55 49 55 Array Irte'r., W 90 90 90 90 90 90 86 M 86 86 86 87 8 8 83 83 83 83 85 85 80 80 90 878 83 3 78 78 78 18 80 80 5 5 75 78 3 451.60 Array Edge :02 :20 78 78 79 78 78 80 90 75 75 75 75 75 77 771 72 72 72 72 72 75 75 70 70 70 70 70 73 73 68 68 68 68 69 71 71 66 66 66 66 66 69 69 E4 64 64 64 64 Array baalar 77 77 77 77 77 " 77 77 77 77 77 77 77 77 77 77 77 77 77 76 76 77 77 77 77 77 73 73 77 77 77 77 77 " 7' 7T 77 77 77" 686 a 77 77 7' 7575 66 66 0.7 Array Edge 77 77 77 77 77 70 70 77 77 76 76 7$ 69 68 77 77 73 73� 73 65 65 77 77 71 72 71 63 fia 77 77 69 65K As, 61 61 77 74 6566 66 53 59 77 7-1 64 64 64 56 56 7t.20 Amy gyalr 92 82 42. 82 82 79 8Z 92 g2 W 80 80 7$ 82 02 82 77 77 77 72 92 82 SZ 74 74 74 70, 92 62 82 72 72 7257 91 81 &1 70 70 70 65 78 78 78 68 69 68 63 AEtay Edge aZ 82 &Z 72, 7Z 72 6769 W go 80 60 69 65 77 77 77 17 67 67 62 74 74 74 64 64 64 ED 72 72 n 62 gZ 62 59 70 70 70 60 60 0 55 So 68 69 55 58 53 53 Armyi, 81 83 83 93 U 83 Sa 83 53 83 83 $3 83 83 83� $3 83 $2 82 92 W 83 83 83 80 80 80 77 83 83 83 77 77 77 75 83, 83 83 74 74 74 72 83 $3 8372 72 72 70 a 201.27 Array Edge 83 77 77 77 75 gg 83, 83 74 74 74 72 8383 83 71 71 71 69 8 8 83 61 " 69 67 80 90 80 66 66 65 77 77 Tr 64 54 64 63 75 75 75 62 62 6Z 61 Array i-da, _83 88 _83 88 8$ 88 g& 8" 89 29 98 89 's 88 85 S& as 88 88 88 88 82 88 88 as 88 gg So 79 86 86 86 86 86 8 76 83 83 83 83 83 go 74 80 $1 91 91 81 79 72 79 27u,45 Array Edge I W W 96 Sa 76 83 83 83 83 83 n 73 79 80 W 80 77 71 77 77 77 77 77 74 68 74 74 74 74 74 72 66 77 72 72 72 72 69 64 6970 7o 70 70 67 62 67 Mmy hr�i. 90 .86 90 90 so 90 91, go so -go so 90 90 90 SO 90 so �SD so 90 90 9090 90 90 90, 90 so So So go so 90 99 90 so 90 90 90 99 go 9090 go 90, 90 88 as 89 88 sa w 456D AL 0 L 90 9" go 90 go 90 W go go go 90 go go go gs W 86 86 W V. 87 8783 83 83 83 83 85 35 8191 81 81 8193 83 78 78 78 78 7881 81 76 76 76 76 76 — Array�ge Interior 77 77 7 77 77 7Z 72 77 77 77 77 77 69 69 77 77 75 75 75 67 67 77 77 73 73 73 65 65 77 77 70 70 70 62 62 77 76 68 68 68 61 61 77 74 66 66 66 58 58 0 ta 7 Array Edge 77 77 70 71 71 11 11 17 11 11 61 11 10 60 71 71 61 11 61 17 17 17 70 11 63 11 14 14 77 11 11 11 11 12 12 77 11 19 11 59 49 A9 77 64 56 56 56 47 47 7,. 20 Interior Array74 82 74 82 74 82 74 74 54 74 64 ge 69 60 32 82 71 82 71 71 61 TT, 71 61 61 6 79 56 68 79 68 79 68 68 59 68 59 68 64 59 54 76 66 76 66 76 66 66 56 66 56 66 56 62 51 74 74 64 74 64 64 53 64 53 64 60 53 . 71 7171 62 62 62 51 62 51 62 51 57 4660 69 6 60 69 60 60 49 60 60 49 49 55 44 — Array Interior 1,,, 1-1 1 83 71 79 79 11 _71 13 13 11 71 16 76 74 83 8 83 73 73 73 71 93 83 93 70 70 70 68 82 82 82 68 68 61 66 79 79 79 66 66 Eg 64 7 77 77 64 64 64 62 P,f C 10.27 Array Ease . 2 82 .2 as 686. Eg 7e la 79 65 E5 65 64 _' 6 76 71 63 13 B 61 13 71 73 61 61 61 59 71 71 71 59 59 59 56 68 68 69 56 5 � 56 54 66 65 66 53 53 53 51 Array 111alla, 88 88 M 98 85 78 85 85 85 85 85 8� 75 81 82 8, 82 g� 79 " 7� 79 79 79 79 76 70 76 76 76 76 76 73 68 73 74 74 74 74 71 65 71 7' 72 72 72 59 54 69 27 t, 45 Allay Edge 76 76 76 76 73 68 73 73 73 73 73 70 65 70 7171 71 71 68 63 69 68 68 68 68 66 61 66 66 66 66 66 64 58 64 64 6464 64 62 56 11 11 12 11 11 60 11 0 as . o A,,A, i-m, Edge 90 87 90 87 90 83 90 83 90 83 W 33 W 93 W 84 90 84 90 79 90 79 W 90 79 79 N 90 79 81 90 81 89 77 99 77 99 77 99 89 77 77 99 79 89 79 85 74 85 74 85 74Array 95 74 85 74 87 97 77 77 83 72 83 72 93 72 83 93 72 72 85 75 85 80 75 69 80 69 so 69 so 69 80 69 1 a 73 32 73 78 67 78 67 78 78 67 67 78 67 Way 1,0,w 77 77 77 77 77 69 68 77 77 74 74 74 65 6gr 77 77 71 71 '71 63 63 77 76 68 Or 68 61 61 77 74 66 66 66 58 58 77 71 54 64 6 56 77 69 62 62 6256 53 53 0t.7 Array Edge 77 74 66 6& 66 58 53 77 71 64 64 64 55 55 77 69 61 61 61 52 , 2 77 66 55 59 59 50 50 77 54 56 56 % 47 47 77 62 54 54 54 45 45 75 so 51 51 51 43 43 Array kgrOar W So W 'a 69 69 65 77 77 7Z 67 67 $7 63 74 74 74 64 54 64 of 72 72 72 62 62 62 59 69 69 69 60 go To 55 67 67 67 S. 59 58 52 65 65 65 55 ss 55 so 7W20 Array Edge 69 6S, 69 60 W 60 55s 67 67 67 57 57 57 52 64 64 84 54 54 54 49 62 62 62 51 51 SI 47 60 150 50 45 45 49 44 58 59 58 47 47 47 42 55 55 55 45 45 45 41 Array Ingermar 84 M 84 74 74 74 72 84 84 8571 71 71 69 8381 83 6-4 0 69 67 W Sol W 66 66 66 64 77 77 77 64 64 62 75 75 62 62 62 60 72 72 80 60 W 58 0 20.27 ArrayEdge �_ 77 77 77' 64 64 64 62 74 74 62 62 W 7 71 71 55 59 59 57 65 69 69 56 So -go 54 rl 67 67 54 54 52 64 64 64 El 51 51 49 63 63 63 45 49 4947 — Array arterial 03 83 93 90 74 90 80 80 80 80 77 71 77 77 77 77 77 4 14 71 66 71 72 72 72 72 69 64 69 69 69 69 69 67 62 61 i 67 57 67 67 65 60 65 27 te as Array Edge 72 72 72 n gg 64 69i 691 go 55 e 66 i61 66 66 66 66 66 64 59 b4 64 64 64 . . . . ol . . . . . . . . . . 67 51 57 Sa 59 58 59 55 49 55 Array 1—jar 90 90 90 go 90 90 se 90 85 16 36 96 86 87 97 81 83 83 83 83 g5 85 W W 80 so 80 81 83 7$ 79 79 78 78 80, 80 75 75 75 75 75 79 79 n 73 73 73 71 45 Ttr 60 Array Ed, 82 7978 _78 7� 1. Lf. 80 7 g 75 75 75 75 77 77 72 72 72 72 75 75 70 , 7 , 70= 70 70 1 73 73 69 69 68 68 68 71 71 66 E6 66 66 66 69_ 69 64 64 64 6 of 31 Maximum Rail Spans (inches) IClickFit Rail 450124 (REVX03) Flush -Mount on 0 to 30 Foot Roof -- L-Foot -- 60-Calf G, 1 WmdSpead> 20 mph 140 mph 150 mph 160 mph 370mph 180 mph "'. Snow Load Cakegory Panel Angle' Bonf Zone-> 1' 1 2e 2r 2n 3e 3r 1' 1 2e 2r 2n 3e 3r 1' 1 2e 2r 2n Ee 3r i' 1 2e 2r 2n 3e 3r 2 1 2e 2, 2n 3e 3, 1' 1 2e 2, 2n 3e 3, 0.7 Atray3ateKI1 56: 79z 70 70 70 63 s63 86 74 i 67 67 61 5955 86 71 63 ; 53 63 55--: 55 85 €8 fi3 61 ':51 S1 51 82 65 57 57 57 48 48 78 9Z 54 54 54 45 45 . krayEdga 86:: 68 61 51 61 52 52 81 64 57 57 57. 48 4$ 77 61 53 53 S3 44: 44 73 58 49 49 {49 42 4Z 70 54 46 46 46 39 39 67 ': 51 44 44 44 37 37 7,20 Array hstetiar 741 74 74 64 64 64 50 70 70 111 61 6I 61 56 67 67 67 i 11 57 11 52 6$ 64 54 53 �53 53 48 61 63 61 SIX 50 50 45 58 58 52 47 47 47 43 � Array Edge 64': 64 64 53 53 53 49 61 61 61 49 49:' 49 45 57 57 57 46 46 46.: 42 53 :53 53 43 43 43 39 50 50 5U 40 40 40 37 41 47 47 38 38 38 34 $ 20 Yo 27 Array!['.trot S2 82 82 68 68 68 46 78 78 78 65 65 65 83 74 74 74 62 62 62- 60 70 76 70 58 58 58 56 67 67 67 55 55 5S 53 65 : 65 65 57 52 52 50 ( Array Edge 71i 71 7E 39 50 59 56 67 67 67 54 54 54 St 64 54 64 �5E 51 51' 49 62 53 6i 47 �47 47 45= 58 5858 44 44. ;44 43 SS: 55 55. 42 42 42 4II.1 27t445 Army Interior 76 76 76 76 73 68 ;73 72 72 - 72 72 70 64 70 455 '69, 69 ': 69 65 61. 66 " 65 66 66 63 58 63 _ 53 , 63 63 63 61 +55 61 61 . 61 61 61 5S 51 58 : Array Edge 66 66 66 fib 64 58 64 63 63 63 63 60': 54 60 60 66 60 60 57 50:: 57 56 56 56 56 53 47 53- 52 52 52 52 50 i44 50 49 49 49 49 47 42 47 45 to 60 Arreyyleter(or 97:-. 87 83 83 ea 83 :83 �72 83 83 78 78 7@ 78 7$ 80 80 75 . 75 75 75 75 77 21 21 71 71 71 71 74 14 6i 69 69 }69 64 71 71 66 66 65 66 fib . 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62 54 54 64 64 59 59 59 SO 50 64 63 55 55 55 46 46 1 64 60 11 11 11 43 43 64 56 11 41 41 11 64 13 41 41 41 31 31 Array Edge 64 SO 51 51 51 43 43 64 56 AS Q 49 4O 40 64 52 44 44 44 37 37 64 49 41 41 41 34 34 62 46 39 39 39 30 30 SO 43 37 37 37 27 27 Ito 20 Allay tete-, 11 11 11 1: 11 Il 11 11 62 12 11 11 11 4 11 11 11 48 AS As 43 51 11 11 AS 15 4 41 52 52 52 42 42 42 38 49 49 49 39 39 39 36 Allay Edge 55 55 55 4 4, 45 41 51 51 51 41 41 4138 48 48 AS 39 39 39 35 45 45 45 36 36 36 30 42 42 42 32 32 32 27 39 39 39 29 29 29 24 40 d,f C 20 to 27 Allay loterior Array Edge 67 63 67 63 67 63 SO 49 60 49 60 58 49 47 67 59 67 59 67 59 56 56 46 46 56 54 46 4455 65 65 55 65 55 52 42 52 52 50 42 42 41 63 52 63 52 63 49 51 Ad 49 49 47 Ao Ad 3. 60 49 60 49 SO 49 46 3737 46 4 37 44 36 57 46 57 46 57 43 46 35 43 43 35 35 42 32 11 to 45 Array Interior 68 68 58 68 65 60 65 64 64 64 64 62 56 62 61 61 61 61 59 52 59 S8 58 58 58 55 49 55 54 54 54 54 51 46 51 51 51 51 51 4 43 48 Array Edge 58 58 58 58 55 49 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Array =iw 95 85 79 79 7: 79 79 81 81 75 75 75 75 75 79 76 71 71 71 68 68 68 11 71 66 66 65 66 66 68 68 63 63 63 63 63 A—, Ed, 75 75 69 69 6 69 69 71 71 65 65 65 65 65 , 68 68 62 62 62 9 59 59 59 6 2 62 56 56 56 56 56 60 60 53 53 53 53 53 Company Feb 19'2O21 Designer 06:43 AM Job Number: Checked By: Section Information: Material Type = General Shape Type = Arbitrary Number ofShapes = 1 Basic Properties: Total Width = 1.575 in Total Height = 1.575 in Cenhoid.Xo = 0,000 in Centroid.Yo = 0J86 in X-Bar(Right) = 0787 in >-Bar(Left) = 0.787 in \-Bar(Top) = 0.788 in Y-Bar(got) = 0.786 in Max Thick = 1.575 in Equivalent Properties: Aram.Ax = 0.373 |n^2 |nartia.|xx = 0151 in^4 |nerUe.|yy = 0100 in^4 |n*rtia.hy = -ODOU in^4 8x(Top) = 0191 in^3 Bx(Bck) = VJ91 in^3 Sy (Left) = 0.126 in^3 Sy (Right) = 0.126 in A 3 m = 0.655 in ry = 0.510 in PlmmUoZx = 8,222 |n^3 PlomUoZy = 0180 in^3 Torsional = <NoColc.^ As-xx Def = 1.000 As-yyDef = 1.000 Ao+mGtreao = 1.000 An-yy8tnaan = 1.008