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DRAWINGS
MOUNT LAYOUT REVISIONS: QCELL BQQSPWFE BQQSPWFE 375W TUSVDUVSF TUSVDUVSF 68.06” TzmwftusjK!1901603132 TzmwftusjK!1901603132 BQQSPWFE GJSF dmjofl!1901303132 ALLOWABLE Load: (5400Pa) 113 psf NOTE: Install mid clamps between modules and end clamps 39.34” at the end of each row of modules. SOLAR MODULE NOTE:NOTE: ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE." NOTE: I CERTIFYTHATTHE STRUCTURAL INSTALLATION OF THE SOLAR PV SYSTEM WILL NOTADVERSELYAFFECT ROOFAREA THE BUILDING STRUCTURE UNDER NORMAL CONDITIONS AND DURING A HURRICANE EVENT OF THE FBC SPECIFIED INTENSITY. EXISTINGTILE&FLATROOF DEAD LOADS ASSOCIATED WITH SOLAR SYSTEMS ARE DISTRIBUTED UNIFORMLYANDARE SMALL, TOTALROOFAREA:3,574sq.-ft ONTHE ORDER OF 4 PSF OR LESS. THIS ROOF WILL WITHSTANDTHE WEIGHT OF THE SOLAR SYSTEM. TOTALPHOTOVOLTAICAREA:774sq.-ft PERIMETERWIDTH:4.6’ ROOF MOUNTS TYP. PRESSUREZONE:1,2e,&2r SOLARMODULETYP. MEANROOFHEIGHT:14’ ROOFSLOPE:3:12 ALUMINUMROOFMOUNTSMEASUREMENTS TOTALMODULES:27 ALUMINUMRAILMEASUREMENTSSPACING MIN.ROOFMOUNTS:54 4'-0" 24'-3"15'-5"15'-7 1/2" 33483 SAFETY LABELS ve. Suite 206 A CVC56962 (800) 530-9597 PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC SYSTEM AC OPERATING VOLTAGE 240VOLTS Delray Beach, FL COMBINER PANEL 801 SE 6th AC OPERATING CURRENTAMPS 12 DO NOTADD LOADS MICROINVERTERS LOCATED UNDERNEATH MODULES FOR SERVICE CALL (PV COMPANY #) 35'-7" LABEL FOR EACH J-BOXLABEL FOR SOLAR AC COMBINER BOX LABEL SIZE: 4” x 2”LABEL SIZE: 4” x 2” AY THW E PA FIR 3FT NOTE: INSTALLER MUST FILL IN AC OPERATING CURRENT ON LABEL. PHOTOVOLTAIC MICROINVERTERS 28'-6 1/2" LOCATED UNDERNEATH CAUTION 34 PV MODULE ON ROOFTOPARRAY SOLAR POINT OF CONNECTION FOR SERVICE PLEASE CALL (PV COMPANY#) NBOVFM! LABEL FOR SOLAR AC COMBINER BOXLABEL FOR MAIN DISTRIBUTION PANEL LABEL SIZE: 5-1/2” x 2”LABEL SIZE: 4” x 1” F!TJRVFT Ejhjubmmz!tjhofe!cz! NBOVFM!F!TJRVFT! Ebuf;!3132/18/41! 28;37;31!.15(11( PV SOLAR BREAKER WARNING DO NOT RELOCATE DUAL POWER SUPPLY THIS OVERCURRENT 56 DEVICE SOURCES: UTILITYAND PV SOLAR ELECTRIC SYTEM LABEL FOR SOLAR CIRCUIT BREAKER INSTALLED IN MDP LABEL FOR MAIN DISCONNECT OR METER LABEL SIZE: 2” x 1 LABEL SIZE: 4” x 2” 3'-0" PHOTOVOLTAIC SYSTEM AC DISCONNECT 7 AC OPERATING VOLTAGE VOLTS AC OPERATING CURRENTAMPS LABEL FOR SOLAR DISCONNECT 28'-6 1/2" LABEL SIZE: 4” x 2” NOTE: INSTALLER MUST FILL IN AC OPERATING CURRENT METER ON LABEL. MDP PV MDP & DISC. DATE: 7/29/2021 EMERGENCY CONTACT SCALE: NTS GO SOLAR 801 SE 6th Ave. Suite 206 N DRAWN BY: J.B Delray Beach, FL 33483 NOTE FOR ALL LABELS: (800) 530-9597 LABELS SHALL BE REFLECTIVE, UV RESISTANTAND SHALL PAGE: HAVE WHITE LETTERS ON A RED BACKGROUND. CVC56962 15'-7 1/2"15'-7 1/2" SHARPIE EXTREME OR EQUIVALENT UV RESISTANT MARKERS SHALL BE USED FOR WRITING ON LABELS REQUIRING INSTALLER-WRITTEN VALUES. S-1 ROOF PLAN Fire the labels and markings for the photovoltaic systems will be reflective and meet all the requirements of NFPA 1-11.12 BQQSPWFE Cfodptnfm!1901303132 BQQSPWFEBQQSPWFE BQQSPWFEBQQSPWFE REVISIONS: GJSF ATTACHMENT DIAGRAM TUSVDUVSF MecaWind v2375 1/4” SS 18-8BOLT dmjofl!1901303132 TzmwftusjK!1901603132 2 ROWS OF RAILS PER Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright © 2020 ALUMINUM TRIBUTARYAREAS WIND LOAD CALCULATIONS 1/4” SS SERRATED FLANGE NUT MODULE END CLAMP & MID CLAMP ALLOWABLE LOAD: 6,010 lbs. WIND PRESSURE ZONE 1 ZONE 2RZONE 3 Calculations Prepared by: SOLAR MODULE: 18.05 sq-ft ALLOWABLE LOAD: 529 lbs ZONES& 2E DISTRIBUTED LOAD: 363.8 lbs Date:Apr 06, 2021 DISTRIBUTED LOAD: 363.8 lbs MAXArea9.39.30 File Location : C:\\Users\\JB Solar Energy\\Desktop\\FBC 2020 wind cals\\HIP.wnd 2 per ZONE (ft) Basic Wind Parameters MAX UPLIFT5767240 Wind Load Standard = ASCE 7-16 Exposure Category = C per ZONE (lbs.) Wind Design Speed = 175.0 mph Risk Category = II StructureType = Other Other Structure Type= Solar Panels LAG BOLT PULL OUT CALCULATIONS 3/8” SS 18-8 BOLT General Wind Settings ALUMINUM RAIL SOUTHERNPINEperinchThreadDepth297lbs. Incl_LF = Include ASD Load Factor of 0.6 in Pressures = True 3/8” SS SERRATED FLANGE NUT ALLOWABLE LOAD SPAN @ 180MPH: 48” DynType = Dynamic Type of Structure = Rigid SSLagBolt5/16"x4"Min.ThreadDepth3" DISTRIBUTED LOAD SPAN @ 180MPH: 48” ALLOWABLE LOAD: 11,930 lbs. NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz WoodStrengthxThreadDepth=PullOutStrength ALUMINUM L-FOOT Zg = Altitude (Ground Elevation) above Sea Level = 0.000 ft MAX. DISTRIBUTED LOAD: 724lbs 297lbs.x3in=890lbs. Bdist = Base Elevation of Structure = 0.000 ft ALLOWABLE LOAD: 1,322 lbs. AllowablePullOutStrengthperLagBolt890lbs. MWFRSType = MWFRS Method Selected= Ch 27 Pt 1 Max.PullOutStrengthRequiredperLagBolt362.0 MAX. DISTRIBUTED LOAD: 724 lbs 5/16” SS LAG BOLT CONCRETE LagBoltPullOutStrengthSafetyFactor2.5 Topographic Factor per Fig 26.8-1 1.APPLYTOPCOAT®FLEXSEAL SEALANTTO BOTTOM OF PV 5/16” SS FENDER WASHER Topo = Topographic Feature = None STANDOFF FLANGE AND DIRECTTOTHE EXISTING ROOF SURFACE. TILE FOAM ALLOWABLE LOAD: 890 lbs. Kzt = Topographic Factor = 1.000 2. 3 COURSE FLASHING UTILIZING TOPCOAT® FLEXSEAL SEALANT AND HYDROSTOP® 12" FABRICANDALLOWTO DRY. MAX. DISTRIBUTED LOAD: 362 lbs Building Inputs hny : Gap between Panel & Roof (-Y)= 0.500 ft hpy : Gap between Panel & Roof (+Y)= 0.500 ft Lp : Panel Chord Length = 6.800 ft Wp : Panel Width = 3.300 ft Nrows : Number of Rows = 1 Ncols : Number of Columns = 1 Sr : Spacing Between Rows = 0.100 ft Sc : Spacing Between Columns= 0.100 ft TILE INSTALLED OVER EXISTING # 30 Xstart: X distance to Corner = 20.000 ftYstart:Y distance to Corner = 1.000 ft & SELF-ADHERING MEMBRANE ROOFING SEALANTSEALANT Exposure Constants per Table 26.11-1: Alpha:Table 26.11-1 Const = 9.500 Zg:Table 26.11-1 Const = 900.000 ft At:Table 26.11-1 Const = 0.105 Bt:Table 26.11-1 Const = 1.000 Am:Table 26.11-1 Const = 0.154 Bm:Table 26.11-1 Const = 0.650 3.5”3.5” 2X4 RAFTERS 24” O.C. C:Table 26.11-1 Const = 0.200 Eps:Table 26.11-1 Const = 0.200 ROOF DECK SLOPE: 3:12 Gust Factor Calculation: 33483 Gust Factor Category I Rigid Structures -Simplified Method Lag Screw Installation Guidelines G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures -CompleteAnalysis ve. Suite 206 1. Determine location for the L-Bracket on roof by A Zm = 0.6 * Ht = 15.000 ft drilling through the center of truss from bottom Izm = Cc * (33 / Zm) ^ 0.167 = 0.228 with 5/32” drill bit. CVC56962 Lzm = L * (Zm/ 33) ^ Epsilon = 427.057 BoltTensionAnd Shear 2. Mark mounting holes for L-Bracket on underlayment. Strength Chart Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.930 (800) 530-9597 Mounting holes should be centered on the trusses. G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.888 3. Drill 15/64” pilot hole. 1/4” Stainless Steel Bolt Gust Factor Used inAnalysis Tension Strength(lb): 6,010 4.Apply sealant to bottom of L-Bracket. Delray Beach, FL 801 SE 6th G = Lessor Of G1 Or G2 = 0.850 Shear Strength(lb): 5,300 5. Place L-Bracket over roof underlayment with holes in roof. 3/8” Stainless Steel Bolt Main Wind Force Resisting System (MWFRS) Calculations for Solar Panels per Ch 29: Tension Strength(lb): 14,830 6.Apply sealant to bottom of L-Bracket, apply sealant to LF = Load Factor based upon ASD Design= 0.60 Shear Strength(lb): 11,930 lag screws, and fasten L-Bracket securely to trusses. hs = Overall height of structure = 23.750 ft 7.Apply additional sealant to top assembly to be sure * Rails, L-Foot, Mid-clamps & End-clamps are extruded using one of the following aluminum alloys: 6005-T5, 6105-T5, 6061-T6 h = Mean Roof Height above grade = 23.750 ft all penetrations are sealed. Kh = 15 ft \[4.572 m\]< Z <Zg -->(2.01*(Z/zg)^(2/Alpha) {Table 26.10-1}= 0.935 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 NOTE: Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 ATTHE END OF Datasheet RAIL SPAN: 175MPH EXP: C qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF= 37.39 psf THEARRAY SNOW LOAD: 0 EXPOSED MOD. EDGE MOD. MOUNTS 2’ OC G1 G2 G3 G1 G2 G3 G1 G2 G3 XR Rails Wind Loads on Solar Panel(s) Per Sec 29.4.4 h = Mean Roof Height = 23.750 ft XR100 RailXR1000 RailInternal Splices XR10 Rail a = Width for Zone 2 and 3 determination (Per C&C Figure) = 4.500 ft h/2= Width used to determine if Exposed: h / 2 = 11.875 ft h1 = Dist from Roof to Lower Panel Edge: Min(hny, hnp) = 0.500 ft h2 = Dist from Roof to Upper Panel Edge: Max(hny, hnp) = 0.500 ft d1_limit = d1 limit for adjacent panels: 4 ft \[1.2 m\] = 4.000 ft hpt = Height of Parapet = 0.000 ft w = Slope of panel relative to roof: ASIN((h2-h1)/Lp) = 0.0 Deg Gap_Min = Minimum gap between Panels: Min(Sr, Sc) = 1.2000 in The ultimate residential A heavyweight mounting All rails use internal splices A low-profile mounting rail NBO The Gap_Min is at least 0.25 in \[6.4 mm\] and so it is acceptable Ejhjubmmz!tjhofe! solar mounting rail.rail for commercial projects.for seamless connections. for regions with light snow. cz!NBOVFM!F! Gap_Max = Maximum gap between Panels: Max(Sr, Sc) = 0.100 ft VFM!F! TJRVFT! • 6’ spanning capability• 8’ spanning capability• 12’ spanning capability• Self-tapping screws Ebuf;! The Gap_Max can be no more than 6.7 ft \[2.04 m\] and so it is acceptable 3132/18/33! TJRVF 29;3:;15!.15(11( • Heavy load capability• Extreme load capability• Varying versions for rails • Moderate load capability 1.5Lp = Distance from end considered exposed: 1.5 * Lp = 10.200 ft T LF = Load Factor based upon ASD Design = 0.60 • Clear & black anod. finish• Clear anodized finish• Grounding Straps offered • Clear & black anod. finish MIAMI-DADE COUNTY Slope = Roof Slope= 18.43 Deg PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 A = Area of One Panel: Lp * Wp = 22.44 sq ft Attachments Miami, Florida 33175-2474 DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) Ga = Solar Panel Press Equalization Factor {Fig 29.4-8} = 0.660 T (786)315-2590 F (786) 315-2599 BOARDAND CODE ADMINISTRATION DIVISION The array shall be located 2*h2 (1.000 ft) from roof edge, a gable ridge, or a hip ridge.FlashFootSlotted L-FeetStandoffsTilt Legs www.miamidade.gov/economy NOTICE OFACCEPTANCE (NOA) Solar Panel Exosure Criteria: GAF Due to complex solar arrays, the software does not automatically determine if a panel is 1 Campus Drive exposed.The following criteria must be used by the designer to determine if a panel is Parsippany, NJ 07054 considered 'Exposed'. If any one of these criteria are met then the panel is considered S COPE: Exposed: This NOA is being issued under the applicable rules and regulations governing the use of construction 1)The distance to adjacent solar array or building edge 'd1' is > 4 ft \[1.2 m\] materials.The documentation submitted has been reviewed and accepted by Miami 2)The distance to adjacent panel 'd2' > 4 ft \[1.2 m\] Anchor, flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired Product Control Section to be used in Miami Dade County and other areas where allowed by the withall-in-oneattachments.attachment.systems to various heights.angle, up to 45 degrees. Authority Having Jurisdiction (AHJ). Wind Pressures for Solar Panel(s) per Sec 29.4.4 • Ships with all hardware• High-friction serrated face• Works with vent flashing •Attaches directly to rail All wind pressures include a load factor of 0.6 This NOA shall not be valid after the expiration date stated below.The Miami • IBC & IRC compliant• Heavy-duty profile shape• Ships pre-assembled• Ships with all hardware Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade • Certified with XR Rails• Clear & black anod. finish• 4” and 7” Lengths• Fixed and adjustable County) reserve the right to have this product or material tested for quality assurance purposes. If Zone Exposed Ge Ge GCp GCp_Neg GCp_Pos p p this product or material fails to perform in the accepted manner, the manufacturer will incur the Uplift Down Fig Uplift DownUplift Down Clamps & Grounding expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such psf psf product or material within their jurisdiction.RERreserves the right to ------------------------------------------------------ is determined by Miami-Dade County Product Control Section that this product or material fails to End ClampsGrounding Mid ClampsT-Bolt Grounding LugsAccessories 1Yes 1.500 1.000 30.3-2E-1.322 0.560-48.89 13.80 meet the requirements of the applicable building code. 2eYes 1.500 1.000 30.3-2E-1.673 0.560-61.88 13.80 This product is approved as described herein, and has been designed to 2rYes 1.500 1.000 30.3-2E-2.103 0.560-77.80 13.80 Code including the High Velocity Hurricane Zone of the Florida Building Code. 3Yes 1.500 1.000 30.3-2E-1.673 0.560-61.88 13.80 1 No 1.000 1.000 30.3-2E-1.322 0.560-32.59 13.80 ® D ESCRIPTION:TOPCOATWaterproofing 2e No 1.000 1.000 30.3-2E-1.673 0.560-41.25 13.80 2r No 1.000 1.000 30.3-2E-2.1030.560-51.87 13.80 L ABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 3 No 1.000 1.000 30.3-2E-1.673 0.560-41.25 13.80 and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and herein. modules at ends of rails.in the middle of the rail.rail’s top slot.organized look for rails. Notes: R ENEWALof this NOA shall be considered after a renewal application has been filed and there has • Mill finish & black anod.•Parallel bonding T-bolt• Easy top-slot mounting• Snap-in Wire Clips Zone = Zone based upon 'GCP Fig' Exposed = Exposed panel per Eqn 29.4-6 been no change in the applicable building code negatively affec • Sizes from 1.22” to 2.3”• Reusable up to 10 times• Eliminates pre-drilling• Perfected End Caps Ge = Factor per Eqn 29.4-6 GCrn_nom= Nominal press coeff per Fig 29.4-7 T ERMINATIONof this NOA will occur after the expiration date or if there has been a revision or • Optional Under Clamps• Mill & black stainless• Swivels in any direction• UV-protected polymer GCrn = Gp*Gc*Ge*GCrn_nom \[Eqn 29.4-6\] p = qh*GCrn \[Eqn 29.4-5\] DATE: 6/29/2021 change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an Area = Area of Zone is based upon area of one panel: 22.44 sq ft endorsement of any product, for sales, advertising or any other purposes shall automatically terminate Free Resources + Pressures ActingTOWARD Surface-PressuresActingAWAY from Surface SCALE: NTS this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of Origin of X/Y system is at the geometric center of the building NOA. DesignAssistantNABCEP Certified Training DRAWN BY: J.B A DVERTISEMENT:The NOA number preceded by the words Miami The array shall be located 2*h2 (1.000 ft) from roof edge, Go from rough layout to fullyEarn free continuing education credits, followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is a gable ridge, or a hip ridge. while learning more about our systems. engineered system. For free. displayed, then it shall be done in its entirety. PAGE: Go to IronRidge.com/rm Go to IronRidge.com/training I NSPECTION:A copy of this entire NOA shall be provided to the user by the man MacBook Pro The roof shall be designed for both of the following: distributors and shall be available for inspection at the job site at the request of the Building Official. 1)The case where solar collectors are present. Solar panel loads applied simultaneously This NOArevisesand renews NOA No. 15-0128.10consists of pages 1 through with roof wind pressures per normal roof design without those roof pressures applied S-2 to sections of the roof where solar panels are not covering roof. The submitted documentation was reviewed by FreddySemino © 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.42 2) Case where solar arrays have been removed. REVISIONS: MecaWind v2375 ATTACHMENT DIAGRAM Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright © 2020 TRIBUTARYAREAS WIND LOAD CALCULATIONS 2 ROWS OF RAILS PER BQQSPWFE Calculations Prepared by: Date: Feb 17, 2021 TUSVDUVSF MODULE WIND PRESSURE ZONE 1’ZONE 1ZONE 2ZONE 3 ZONES TzmwftusjK!1901603132 Basic Wind Parameters Wind Load Standard = ASCE 7-16Exposure Category = C MAXArea9.39.39.30 Wind Design Speed = 175.0 mph Risk Category = II 1/4” SS 18-8BOLT 2 StructureType = Other Other Structure Type = Solar Panels per ZONE (ft) 1/4” SS SERRATED FLANGE NUT General Wind Settings ALUMINUM Incl_LF = Include ASDLoad Factor of 0.6 in Pressures = True MAX UPLIFT2844946710 ALLOWABLE LOAD: 6,010 lbs. DynType = Dynamic Type of Structure = Rigid SOLAR MODULE: 18.05 sq-ft END CLAMP & MID CLAMP per ZONE (lbs.) NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz DISTRIBUTED LOAD: 363.8 lbs ALLOWABLE LOAD: 529 lbs Zg = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft DISTRIBUTED LOAD: 363.8 lbs MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 LAG BOLT PULL OUT CALCULATIONS Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None SOUTHERNPINEperinchThreadDepth297lbs. Kzt = Topographic Factor = 1.000 SSLagBolt5/16"x4"Min.ThreadDepth3" Building Inputs hny : Gap between Panel & Roof (-Y)= 0.500 ft hpy: Gap between Panel & Roof (+Y)= 0.500 ft WoodStrengthxThreadDepth=PullOutStrength Lp : Panel Chord Length = 6.500 ft Wp : Panel Width = 3.300 ft 297lbs.x3in=890lbs. Nrows : Number of Rows = 1 Ncols : Number of Columns = 1 3/8” SS 18-8 BOLT Sr : Spacing Between Rows = 0.100 ftSc : Spacing Between Columns= 0.100 ft AllowablePullOutStrengthperLagBolt890lbs. ALUMINUM RAIL Xstart: X distance to Corner = 5.000 ftYstart:Y distance to Corner = 5.000 ft 3/8” SS SERRATED FLANGE NUT Max.PullOutStrengthRequiredperLagBolt671.0 ALLOWABLE LOAD SPAN @ 175MPH: 48” Exposure Constants per Table 26.11-1: LagBoltPullOutStrengthSafetyFactor1.3 ALLOWABLE LOAD: 11,930 lbs. Alpha:Table 26.11-1 Const = 9.500 Zg:Table 26.11-1 Const= 900.000 ft DISTRIBUTED LOAD SPAN @ 175MPH: 48” At:Table 26.11-1 Const = 0.105 Bt:Table 26.11-1 Const = 1.000 MAX. DISTRIBUTED LOAD: 671 lbs Am:Table 26.11-1 Const = 0.154 Bm:Table 26.11-1 Const = 0.650 C:Table 26.11-1 Const = 0.200 Eps:Table 26.11-1 Const= 0.200 ALUMINUM FLASH FOOT2 5/16” SS LAG BOLT ALLOWABLE LOAD: 986 lbs. Gust Factor Calculation: Gust Factor Category I Rigid Structures -Simplified Method 5/16” SS FENDER WASHER MAX. DISTRIBUTED LOAD: 671 lbs G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 PITCH PAN OR CURB ONLY ON FLAT ROOF Gust Factor Category II Rigid Structures -CompleteAnalysis ALLOWABLE LOAD: 890 lbs. Zm = 0.6 * Ht = 15.000 ft FILL WITH POURABLE SEALANT Izm = Cc * (33 / Zm) ^ 0.167 = 0.228 MAX. DISTRIBUTED LOAD: 671 lbs Lzm = L * (Zm / 33) ^ Epsilon = 427.057 Q= (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.946 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.896 SEALANT Gust Factor Used in Analysis G = Lessor Of G1 Or G2= 0.850 Main Wind Force Resisting System (MWFRS) Calculations for Solar Panels per Ch 29: LF = Load Factor based upon ASD Design = 0.60 hs = Overall height of structure= 10.000 ft h = Mean Roof Height above grade = 10.000 ft Kh = Z < 15 ft \[4.572 m\]--> (2.01 * (15/zg)^(2/Alpha) {Table 26.10-1}= 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 ROOF DECK Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 2X4 RAFTERS 24” O.C. 3” qh = (0.00256 * Kh * Kzt * Kd * Ke * V^2) * LF = 33.94 psf 33483 SLOPE: 1.05 DEGREES Wind Loads on Solar Panel(s) Per Sec 29.4.3 h= Mean Roof Height = 10.000 ft 2h = Width for Zone 2 and 3 determination: 2 * h = 20.000 ft ve. Suite 206 h/2 = Width used to determine if Exposed: h / 2 = 5.000 ft A h1= Dist from Roof to Lower Panel Edge: Min(hny, hnp) = 0.500 ft Lag Screw Installation Guidelines h2 = Dist from Roof to Upper Panel Edge: Max(hny, hnp) = 0.500 ft d1_limit = d1 limit for adjacent panels: Max(4*h2, 4 ft \[1.2 m\] = 4.000 ft NOTE: CVC56962 hpt = Height of Parapet = 0.000 ft BoltTensionAnd Shear 1. Determine location for the L-Bracket on roof by w = Slope of panel relative to roof: ASIN((h2-h1)/Lp) = 0.0 Deg Strength Chart Opuft;!)2*!Uisfbe!nvtu!cf!fncfeefe!jo!uif!tjef!hsbjo!pg!b!Usvttft!ps!puifs!tusvduvsbm!nfncfs!joufhsbm!xjui!uif(800) 530-9597 drilling through the center of truss from bottom ATTHE END OF RAIL SPAN: 175MPH EXP: C Gap_Min = Minimum gap between Panels: Min(Sr, Sc) = 1.2000 in cvjmejoh!tusvduvsf/ with 5/32” drill bit. The Gap_Min is at least 0.25 in \[6.4 mm\] and so it is acceptable 1/4” Stainless Steel Bolt THEARRAY )3*!Mbh!cpmut!nvtu!cf!mpdbufe!jo!uif!njeemf!uijse!pg!uif!tusvduvsbm!nfncfs/ 2. Mark mounting holes for L-Bracket on underlayment. SNOW LOAD: 0 EXPOSED MOD. EDGE MOD. Gap_Max = Maximum gap between Panels: Max(Sr, Sc) = 0.100 ft Tension Strength(lb): 6,010 Delray Beach, FL Mounting holes should be centered on the trusses. )4*!Uiftf!wbmvft!bsf!opu!wbmje!gps!xfu!tfswjdf/ The Gap_Max can be no more than 6.7 ft \[2.04 m\] and so it is acceptable 801 SE 6th MOUNTS 2’ OC G1 G2 G3 G1 G2 G3 G1 G2 G3 Shear Strength(lb): 5,300 3. Drill 15/64” pilot hole. )5*!Uijt!ubcmf!epft!opu!jodmvef!tifbs!dbqbdjujft/!Jg!ofdfttbsz-!dpoubdu!b!mpdbm!fohjoffs!up!tqfdjgjz!mbh!cpmu!tj{f 1.5Lp = Distance fromend considered exposed: 1.5 * Lp = 9.750 ft LF = Load Factor based upon ASD Design = 0.60 4.Apply sealant to bottom of L-Bracket. xjui!sfhbse!up!tifbs!gpsdft/ 3/8” Stainless Steel Bolt Slope = Roof Slope = 0.0 Deg 5. Place L-Bracket over roof underlayment )6*!Jotubmm!mbh!cpmut!xjui!ifbe!boe!xbtifs!gmvti!up!tvsgbdf!)op!hbq*/!Ep!opu!pwfs.upsrvf/ Tension Strength(lb): 14,830 A = Area of One Panel: Lp * Wp = 21.45 sq ft with holes in roof. )7*!Xjuiesbxbm!eftjho!wbmvft!gps!mbh!tdsfx!dpoofdujpot!tibmm!cf!nvmujqmjfe!cz!bqqmjdbcmf!bekvtunfou!gbdupst!jg Ws = Width of building on shortest side = 20.000 ft Shear Strength(lb): 11,930 6.Apply sealant to bottom of L-Bracket, apply sealant to ofdfttbsz/!Tff!Ubcmf!21/4/2!jo!uif!Bnfsjdbo!Xppe!Dpvodjm!OET!gps!Xppe!Dpotusvdujpo/ Wl = Width of building on longest side = 20.000 ft lag screws, and fasten L-Bracket securely to trusses. Lb = Minimum\[0.4*(h*Wl)^0.5, h, Ws\] \[Fig 29.4-7\] = 5.657 ft 7.Apply additional sealant to top assembly to be sure An = Nominal Area: (1000 / \[Max(Lb, 15)^2\] \[Fig 29.4-7\] = 95.33 sq ft * Rails, L-Foot, Mid-clamps & End-clamps are extruded using one of the following aluminum alloys: 6005-T5, 6105-T5, 6061-T6 all penetrations are sealed. Gp = Factor: Min(1.2, 0.9 + hpt / h) \[Eqn 29.4-6\] = 0.900 Gc= Factor: Max(0.6 + 0.06 * Lp, 0.8) \[Eqn 29.4-6\] = 0.990 Wind Pressures for Solar Panel(s) per Sec 29.4.3 All wind pressures include a load factor of 0.6 Datasheet Row Col XctrYctr Zone Exposed Ge Ge GCrn GCrn GCrn pp Num Num Uplift Down Nom Uplift Down Uplift Down XR Rails ft ft psf psf ------------------------------------------------------------------- 1 1-3.350-1.750 3 No 1.000 1.000 0.980 0.873 0.873 -29.64 29.64 XR100 RailXR1000 RailInternal Splices XR10 Rail Notes: Row = Row Number 1 is Most -Y panel Col = Column Number 1 is Most-X Panel Xctr = Panel Center X locationYctr = Panel Center Y location Zone = Zone based upon Fig 29.4-7 Exposed = Exposed panel per Eqn 29.4-6 Ge = Factor per Eqn 29.4-6 GCrn_nom= Nominal press coeff per Fig29.4-7 GCrn = Gp*Gc*Ge*GCrn_nom \[Eqn 29.4-6\] p = qh*GCrn \[Eqn 29.4-5\] + Pressures ActingTOWARD Surface-PressuresActingAWAY from Surface Origin of X/Y system is at the geometric center of the building ONLY FOR FLAT ROOF The roof shall be designed for both of the following: Ejhjubmmz! The ultimate residential A heavyweight mounting All rails use internal splices A low-profile mounting rail 1)The case where solar collectors are present. Solar panel loads applied simultaneously NBOV tjhofe!cz! with roof wind pressures per normal roof design without those roof pressures applied solar mounting rail.rail for commercial projects.for seamless connections. for regions with light snow. NBOVFM!F! to sections of the roof where solar panels are not covering roof.FM!F! TJRVFT! 2) Case where solar arrays have been removed. Ebuf;! • 6’ spanning capability• 8’ spanning capability• 12’ spanning capability• Self-tapping screws TJRVF 3132/18/33! 29;3:;52! • Heavy load capability• Extreme load capability• Varying versions for rails • Moderate load capability T .15(11( • Clear & black anod. finish• Clear anodized finish• Grounding Straps offered • Clear & black anod. finish Section 29.4.3 Special Condition: Per Sec 29.4.3 since w<= 2 Deg and h2 <= 0.83 ft \[0.25 m\] the prodedure of Section 29.4.4 shall be permitted. Attachments The Results from Section 29.4.4 will follow, and the Designer may Select whether FlashFootSlotted L-FeetStandoffsTilt Legs to use the pressures calculated from Section 29.4.3 or 29.4.4. Wind Loads on Solar Panel(s) Per Sec 29.4.4 h = Mean Roof Height= 10.000 ft 2h = Width for Zone 2 and 3 determination: 2 * h = 20.000 ft h/2 = Width used to determine if Exposed: h / 2 = 5.000 ft h1 = Dist from Roof to Lower Panel Edge: Min(hny, hnp)= 0.500 ft h2 = Dist from Roof to Upper Panel Edge: Max(hny, hnp) = 0.500 ft d1_limit = d1 limit for adjacent panels: 4 ft \[1.2 m\] = 4.000 ft hpt = Height of Parapet= 0.000 ft w = Slope of panel relative to roof: ASIN((h2-h1)/Lp) = 0.0 Deg Gap_Min = Minimum gap between Panels: Min(Sr, Sc) = 1.2000 in Anchor, flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired The Gap_Min is at least 0.25 in \[6.4 mm\] and so it isacceptable withall-in-oneattachments.attachment.systems to various heights.angle, up to 45 degrees. Gap_Max = Maximum gap between Panels: Max(Sr, Sc) = 0.100 ft The Gap_Max can be no more than 6.7 ft \[2.04 m\] and so it is acceptable • Ships with all hardware• High-friction serrated face• Works with vent flashing •Attaches directly to rail 1.5Lp = Distance from end considered exposed: 1.5 * Lp = 9.750 ft LF = Load Factor based upon ASD Design = 0.60 • IBC & IRC compliant• Heavy-duty profile shape• Ships pre-assembled• Ships with all hardware Slope = Roof Slope = 0.0 Deg • Certified with XR Rails• Clear & black anod. finish• 4” and 7” Lengths• Fixed and adjustable A = Area of One Panel: Lp * Wp = 21.45 sq ft Ga = Solar Panel Press Equalization Factor {Fig 29.4-8} = 0.667 The array shall be located 2*h2 (1.000 ft) from roof edge, a gable ridge, or a hip ridge. Clamps & Grounding Solar Panel Exosure Criteria: Due to complex solar arrays, the software does not automatically determine if a panel is End ClampsGrounding Mid ClampsT-Bolt Grounding LugsAccessories exposed.The following criteria must be used by the designer to determine if a panel is considered 'Exposed'. If any one of these criteria are met then the panel is considered Exposed: 1)The distance to adjacent solar array or building edge 'd1' is > 4 ft \[1.2 m\] 2)The distance to adjacent panel 'd2' > 4 ft \[1.2 m\] Wind Pressures for Solar Panel(s) per Sec 29.4.4 All wind pressures include a load factor of 0.6 Zone Exposed Ge GeGCp GCp_Neg GCp_Pos p p Uplift Down Fig Uplift Down Uplift Down psf psf Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and ----------------------------------------------------- modules at ends of rails.in the middle of the rail.rail’s top slot.organized look for rails. 1Yes 1.500 1.000 30.3-2A-1.563 0.267-53.13 6.05 1'Yes 1.500 1.000 30.3-2A-0.900 0.267-30.58 6.05 • Mill finish & black anod.•Parallel bonding T-bolt• Easy top-slot mounting• Snap-in Wire Clips 2Yes 1.500 1.000 30.3-2A-2.124 0.267-72.19 6.05 • Sizes from 1.22” to 2.3”• Reusable up to 10 times• Eliminates pre-drilling• Perfected End Caps 3Yes 1.500 1.000 30.3-2A-2.849 0.267-96.81 6.05 1 No 1.000 1.000 30.3-2A-1.563 0.267-35.42 6.05 • Optional Under Clamps• Mill & black stainless• Swivels in any direction• UV-protected polymer DATE: 6/29/2021 1' No 1.000 1.000 30.3-2A-0.900 0.267-20.39 6.05 2 No 1.000 1.000 30.3-2A-2.124 0.267-48.13 6.05 3 No 1.000 1.000 30.3-2A-2.849 0.267-64.54 6.05 Free Resources SCALE: NTS Notes: Zone = Zone based upon 'GCP Fig' Exposed = Exposed panel per Eqn 29.4-6 DesignAssistantNABCEP Certified Training Ge = Factor per Eqn 29.4-6 GCrn_nom= Nominal press coeff per Fig 29.4-7 DRAWN BY: J.B GCrn = Gp*Gc*Ge*GCrn_nom \[Eqn 29.4-6\] p = qh*GCrn \[Eqn 29.4-5\] Go from rough layout to fullyEarn free continuing education credits, Area = Area of Zone is based upon area of one panel: 21.45 sq ft while learning more about our systems. engineered system. For free. + Pressures ActingTOWARD Surface-PressuresActingAWAY from Surface Origin of X/Y system is at the geometric center of the building PAGE: Go to IronRidge.com/rm Go to IronRidge.com/training MacBook Pro The array shall be located 2*h2 (1.000 ft) from roof edge, a gable ridge, or a hip ridge. The roof shall be designed for both of the following: S-3 1)The case where solar collectors are present. Solar panel loads applied simultaneously with roof wind pressures per normal roof design without those roof pressures applied © 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.42 to sections of the roof where solar panels are not covering roof. 2) Case where solar arrays have been removed. REVISIONS: Plan View: Location Map: 24'-3"15'-5"15'-7 1/2" 35'-7" 28'-6 1/2" 3'-0" 28'-6 1/2" 33483 ve. Suite 206 A 15'-7 1/2"15'-7 1/2" CVC56962 (800) 530-9597 Delray Beach, FL 801 SE 6th BQQSPWFE TUSVDUVSF TzmwftusjK!1901603132 NEED HOA APPROVAL PRIOR TO INSTALLATION Ejhjubmmz! NBO tjhofe!cz! NBOVFM!F! VFM!F! TJRVFT! Ebuf;! TJRVF 3132/18/41! 28;36;45! T .15(11( Index: SCOPE OF WORK: C-1: COVER INSTALLATION OF GRID-TIED PHOTOVOLTAIC SYSTEM E-1: ELECTRICAL DIAGRAM & CALCULATIONS S-1: STRUCTURAL DIAGRAMS S-2 & S-3: STRUCTURAL CALCULATIONS DATE: 7/29/2021 SCALE: NTS DRAWN BY: J.B CODE SUMMARY PAGE: STATEBUILDINGELECTRICAL C-1 FLORIDA2020 FBC, 7TH2017 NEC REVISIONS: SYSTEM DESCRIPTION Enphase IQ 7 and IQ 7+ Microinverters Enphase IQ Combiner 3 INPUTDATA(DC)IQ7-60-2-USIQ7PLUS-72-2-US MODELNUMBER GRID-TIED PHOTOVOLTAIC SYSTEM BQQSPWFE Commonly used module pairings¹235 W - 350 W +235 W - 440 W + IQCombiner3X-IQ-AM1-240-3IQ Combiner 3 with Enphase IQ Envoy™ printed circuit board for integrated revenue grade PV GJSF Module compatibility60-cell PV modules only60-cell and 72-cell PV modules (27) ENPHASE IQ7+ MICRO-INVERTER productionmetering(ANSIC12.20+/-0.5%)andoptional*consumptionmonitoring(+/-2.5%). dmjofl!1901303132 Maximum input DC voltage48 V60 V ACCESSORIESandREPLACEMENTPARTS(not included, order separately) (27) QCELL 375W MODULES Peak power tracking voltage27 V - 37 V27 V - 45 V EnphaseMobileConnect™ Operating range16 V - 48V16 V - 60 V CELLMODEM-03(4G/12-yeardataplan)Plug and play industrial grade cellular modem with data plan for systems up to 60 CELLMODEM-01(3G/5-yeardataplan)microinverters.(AvailableintheUS,Canada,Mexico,PuertoRico,andtheUSVirginIslands, Min/Max start voltage22 V / 48 V22 V / 60 V SYSTEM CELLMODEM-M1(4GbasedLTE-M/5-yeardataplan)wherethereisadequatecellularserviceintheinstallationarea.) Max DC short circuit current (module Isc)15 A15 A ConsumptionMonitoring*CT (27) PHOTOVOLTAIC MODULES ARE CONNECTED INTO (27) MICRO-INVERTER Overvoltage class DC portIIII CT-200-SPLITSplitcorecurrenttransformersenablewholehomeconsumptionmetering(+/-2.5%). (27) MICRO-INVERTER CONNECT INTO (3) CIRCUIT OF (7&10) MODULES & MICRO-INVERTERWHICH FEED 2-P DC port backfeed current0A0A Circuit BreakersSupportsEatonBR210,BR215,BR220,BR230,BR240,BR250,andBR260circuitbreakers. BRK-10A-2-240Circuitbreaker,2pole,10A,EatonBR210 PVarrayconfiguration1 x 1 ungroundedarray; No additional DC side protection required; 240V 20A CIRCUIT BREAKERS BRK-15A-2-240Circuitbreaker,2pole,15A,EatonBR215 AC side protection requires max 20A per branch circuit BRK-20A-2P-240Circuit breaker, 2 pole, 20A, Eaton BR220 OUTPUTDATA(AC) IQ 7 MicroinverterIQ 7+ Microinverter EPLC-01Power line carrier (communication bridge pair), quantity 2 TOTAL PHOTOVOLTAIC SYSTEM STC RATED DC ENERGY POWER PRODUCTION OF 10,125 WATTS Peak output power250 VA295 VA XA-PLUG-120-3AccessoryreceptacleforPowerLineCarrierinIQCombiner3(requiredforEPLC-01) Maximum continuous output power240 VA290 VA XA-ENV-PCBA-3Replacement IQ Envoy printed circuit board (PCB) for Combiner 3 INVERTER HAS MAXIMUM POWER POINTTRACKING (MPPT) Nominal (L-L) voltage/range²240 V / 208 V /240 V / 208 V / ELECTRICALSPECIFICATIONS INVERTER MEETS REQUIREMENTS OF 3-P POWER 211-264 V183-229V211-264 V183-229 V RatingContinuous duty Maximum continuous output current1.0A (240 V)1.15 A (208 V)1.21A (240 V)1.39 A (208 V) INVERTER MEETS IEEE 1547 System voltage120/240VAC,60Hz Nominal frequency60 Hz60 Hz INVERTER MEETS Ul1741 Eaton BR series busbar rating125A Extended frequency range47 - 68 Hz47 - 68 Hz Max.continuouscurrentrating(outputtogrid)65A ALL ELECTRICAL EQUIPMENT INSTALLEDARE UL LISTED AC short circuit fault current over 3 cycles5.8Arms5.8Arms Max.fuse/circuitrating(output)90A Maximum units per 20A (L-L) branch circuit³16 (240 VAC)13 (208 VAC)13 (240 VAC)11 (208 VAC) Branchcircuits(solarand/orstorage)Uptofour2-poleEatonBRseriesDistributedGeneration(DG)breakersonly(notincluded) Overvoltage classAC portIIIIII SYSTEMAUTOMATIC OPERATION Max.continuouscurrentrating(inputfromPV)64A AC port backfeed current18 mA18 mA Max.totalbranchcircuitbreakerrating(input)80Aofdistributedgeneration/90AwithIQEnvoybreakerincluded Power factor setting1.01.0 ProductionMeteringCT200A solid core pre-installed and wired to IQ Envoy Power factor (adjustable)0.85 leading ... 0.85 lagging0.85 leading ... 0.85 lagging 1. GRID POWER IS PRESENT, PHOTOVOLTAIC SYSTEM FEEDS THE LOAD AT DAYTIME. EFFICIENCY@240 V@208 V@240 V@208 V MECHANICALDATA 2. GRID POWER IS LOST, PHOTOVOLTAIC SYSTEM AUTOMATICALLY DISCONNECTS FROM THE GRID. Dimensions(WxHxD)49.5x37.5x16.8cm(19.5”x14.75”x6.63”).Heightis21.06"(53.5cmwithmountingbrackets). Peakefficiency97.6 %97.6 %97.5 %97.3 % 3. PHOTOVOLTAIC SYSTEM WILLAUTOMATICALLY RESUME FEEDING POWER TOTHE GRID. WHENTHE Weight7.5kg(16.5lbs) CECweightedefficiency97.0 %97.0 %97.0 %97.0 % Ambient temperature range-40ºCto+46ºC(-40ºto115ºF) MECHANICALDATA PROPER GRID VOLTAGEAND FREQUENCY IS RESTORED (IEEE STANDARDS)ANDTHERE IS ENOUGH SUNLIGHT CoolingNatural convection, plus heat shield Ambient temperature range-40ºC to +65ºC Relative humidity range4% to100% (condensing)Enclosure environmental ratingOutdoor,NRTL-certified,NEMAtype3R,polycarbonateconstruction Connector typeMC4 (orAmphenol H4 UTX with additional Q-DCC-5 adapter) Wire sizes •20Ato50Abreakerinputs:14to4AWGcopperconductors •60Abreakerbranchinput:4to1/0AWGcopperconductors Dimensions (HxWxD)212 mm x 175 mm x 30.2 mm (without bracket) •Mainlugcombinedoutput:10to2/0AWGcopperconductors Weight1.08 kg (2.38 lbs) •Neutralandground:14to1/0copperconductors Alwaysfollowlocalcoderequirementsforconductorsizing. CoolingNatural convection - No fans AltitudeTo2000meters(6,560feet) Approved for wet locationsYes INTERNETCONNECTIONOPTIONS Pollution degreePD3 Integrated Wi-Fi802.11b/g/n EnclosureClassII double-insulated, corrosion resistant polymeric enclosure EthernetOptional,802.3,Cat5E(orCat6)UTPEthernetcable(notincluded) Environmental category / UV exposure ratingNEMAType 6 / outdoor Point of Utility PV CellularOptional,CELLMODEM-01(3G)orCELLMODEM-03(4G)orCELLMODEM-M1(4GbasedLTE-M) FEATURES (not included) Connection Micro Array (see options) CommunicationPower Line Communication (PLC) COMPLIANCE Inverter MonitoringEnlighten Manager and MyEnlighten monitoring options. Revenue Meter Compliance, CombinerUL1741 CAN/CSAC22.2No.107.1 Both options require installation of an Enphase IQ Envoy. 47CFR,Part15,ClassB,ICES003 Disconnecting meansTheAC and DC connectors have been evaluated and approved by UL for use as the load-break Productionmetering:ANSIC12.20accuracyclass0.5(PVproduction) 33483 disconnect required by NEC 690. Compliance, IQ EnvoyUL60601-1/CANCSA22.2No.61010-1 ComplianceCA Rule 21 (UL 1741-SA) *ConsumptionmonitoringisrequiredforEnphaseStorageSystems. UL 62109-1, UL1741/IEEE1547, FCCPart 15 Class B, ICES-0003 Class B, ItemManufacturerModelListing / Compliance CAN/CSA-C22.2 NO. 107.1-01 ve. Suite 206 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and To learn more about Enphase offerings, visitenphase.com A NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, forAC © 2018 Enphase Energy.All rights reserved. All trademarks or brands in this document are registered by their respective owner. and DC conductors, when installed according manufacturer’s instructions. 2018-09-13 PV ModulesQCELL375WUL CVC56962 (800) 530-9597 InverterEnphaseIQ7+UL Delray Beach, FL All disconnectsEnphaseDC & ACUL 1. No enforced DC/AC ratio. See the compatibility calculator athttps://enphase.com/en-us/support/module-compatibility. 801 SE 6th 2. Nominal voltage range can be extended beyond nominal if required by the utility. Ejhjubmmz! 3. Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. NBO tjhofe!cz! BQQSPWFE To learn more about Enphase offerings, visitenphase.com All overcurrent protectionEnphaseDC & ACUL NBOVFM!F! FMFDUSJD VFM!F! © 2020 Enphase Energy.Allrightsreserved.Enphase, the Enphase logo, Enphase IQ 7, Enphase IQ 7+, Enphase IQ Battery, TJRVFT! cbmvzpun!1901403132 Enphase Enlighten, Enphase IQ Envoy, and other trademarks or service names are the trademarks of Enphase Energy, Inc.Datasubjecttochange. 2020-01-06 Ebuf;! FSEC CERTIFICATIONQCELL375W RV-16-0106A TJRVF 3132/18/41! NOTE: PER FL. STATUTE 377.705 (REVISED 7/1/2017), I MANUEL E. SIQUES PE #20233 AN ENGINEER LICENSED #EnphaseIQ7+ 28;36;68! PURSUANTTO CHAPTER 471, CERTIFYTHATTHE PV ELECTRICAL SYSTEM AND ELECTRICAL T .15(11( COMPONENTSARE DESIGNED ANDAPPROVED USING THE STANDARDS CONTAINED IN THE BQQSPWFE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. TUSVDUVSF 4'-0" NOTE FOR ALL LABELS: SAFETY LABELS TzmwftusjK!1901603132 LABELS SHALL BE UV RESISTANTAND SHALL SYSTEM RISER WIRING DIAGRAM HAVE WHITE LETTERS ON A RED BACKGROUND. SHARPIE EXTREME OR EQUIVALENT UV RESISTANT 12345678910 EQUIPMENT LOCATION MARKERS SHALL BE USED FOR WRITING ON LABELS #6 Bare Copper REQUIRING INSTALLER-WRITTEN VALUES. Ground Wire PHOTOVOLTAIC POWER SOURCE #12THWN-2 WIRE PROVIDED PHOTOVOLTAIC SYSTEM + -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ - + -+ -+ -+ - AC OPERATING VOLTAGE 240VOLTS BY MANUFACTURE COMBINER PANEL AC OPERATING CURRENTAMPS 12 AC INTERCONNECT CABLE DO NOTADD LOADS MICROINVERTERS LOCATED UNDERNEATH MODULES FOR SERVICE CALL (PV COMPANY #) BLACK-L1 LABEL FOR EACH J-BOXLABEL FOR SOLAR AC COMBINER BOX RED-L2 LABEL SIZE: 4” x 2”LABEL SIZE: 4” x 2” 12345678910 NOTE: INSTALLER MUST FILL IN AC OPERATING CURRENT ON LABEL. NEMA-3R J-BOX 6X6X4 + -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ - + -+ -+ -+ - PHOTOVOLTAIC MICROINVERTERS LOCATED UNDERNEATH CAUTION 34 PV MODULE ON ROOFTOPARRAY 1234567 SOLAR POINT OF CONNECTION FOR SERVICE PLEASE CALL (PV COMPANY#) LABEL FOR SOLAR AC COMBINER BOXLABEL FOR MAIN DISTRIBUTION PANEL LABEL SIZE: 5-1/2” x 2”LABEL SIZE: 4” x 1” + -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ -+ - + -+ - PV SOLAR BREAKER WARNING DO NOT RELOCATE DUAL POWER SUPPLY THIS OVERCURRENT ENPHASE Microinverter TYP. 56 DEVICE SOURCES: UTILITYAND ATTACHED UNDER EACH MODULE PV SOLAR ELECTRIC SYTEM NEC 690.12 CODE COMPLAINT LABEL FOR SOLAR CIRCUIT BREAKER INSTALLED IN MDP LABEL FOR MAIN DISCONNECT OR METER LABEL SIZE: 2” x 1 LABEL SIZE: 4” x 2” 6 #10 THWN-2 PHOTOVOLTAIC SYSTEM AC DISCONNECT 1 #8 THWN-2 GROUND 7 AC OPERATING VOLTAGE VOLTS 1” PVC SCH80 CONDUIT AC OPERATING CURRENTAMPS LABEL FOR SOLAR DISCONNECT LABEL SIZE: 4” x 2” ROOFARRAY NOTE: INSTALLER MUST FILL IN AC OPERATING CURRENT ON LABEL. NOTE: NOTE: EXISTING METER WILL BE CHANGED ALL LOAD CALCULATIONS FOR THIS PANEL TOA NET METER BY UILITYAFTERTHE 1” PVC SCH80 CONDUIT FINAL INSPECTION HAVE BEEN DONE AND THIS CHANGE WILL NOT EXCEED CODE. 3 #6 THWN-2 1 #8 THWN-2 GROUND NOTE: The NEC gives you the choice of four methods for ensuring electrical COMPLIANCE WITH NEC 250.58 1” PVC SCH80 CONDUIT ENPHASE SOLAR continuity at service equipment, service raceways, and service conductor enclosures \[250.92(B): 3 #6 THWN-2 EXISTING ONLY ONE GROUNDING ELECTRODE 1.Bonding jumpers. Bond metal parts to the service neutral conductor.This requires a main bonding jumper \[250.24(B) and 250.28\]. AC COMBINER BOX Because the service neutral conductor provides the effective ground-fault current path to the power supply \[250.24(C)\], 1 #8 THWN-2 GROUND DISC EXISTING WIRING NOTE: LINE SIDE TAP FORALLELEC. EQUIP.CONDUCTOR 240V 80A you don’t have to install an equipment grounding conductor within PVC conduit containing service-entrance conductors \[250.142(A)(1) and 352.60 Ex 2\]. 240V 150A3 1/0 THWN MAX RATING MAIN SERVICE ENTRANCE CONDUCTOR SIZE 2.Threaded fittings.Terminate metal raceways to metal enclosures by threaded hubs on enclosures (if made wrenchtight). NOTE: 3.Threadless fittings.Terminate metal raceways to metal enclosures by threadless fittings (if made tight) 4.Other listed devices.These include bonding-type locknuts, bushings, wedges, or bushings with bonding jumpers. LINE SIDE TAP CONNECTION IN DISC (PV)AC DISCONNECT SPECIFICATIONS (MINIMUM 60 AMP OUTLET WITH PIERCING TAPS BETWEEN METER DATE: 7/29/2021 FOR ENVOY RATED PER NEC 230.79(D) ENPHASE DESIGNTEMP 91 DEG F,ADDER 60 DEG F(310.15(B)(2)(C), TOTAL 151 DEG F LOAD SIDE AND EXISTING MAIN DISCONNECT 150A ENVOY-S 150A METER . 240V 60A . MULTIPLIERAT 151 DEG F IS .58(310.16 CORRECTION FACTORS). #10 THWN-2 EXISTING . . SCALE: NTS TAP CONDUCTOR SIZE (MINIMUM 6 AWG COPPER OR 4 NOTE: SOLAR RATED 40 AMPS,TIMES .58 = 23.2 AMPS. 8 CONDUCTORS IN SINGLE CONDUIT L1L2 10A SERVICE . . AWGALUMINUM PER NEC 230.42(B) AND 310.15(B)(7) OR NEC 690.12. CODE COMPLAINT DISC. ADJUSTMENT FACTOR IS 70%. 23.2 X .7 = 16.24 AMPS 310.15(B)(16) FUSED@ 20A DRAWN BY: J.B .. . . . . 240V 60A 20A .. . N .. NOTE: CONDUCTOR ROUTING IN RACEWAYAND INSIDE PANELBOARD. 20A .. . .. INCLUDINGTHE GROUNDED CIRCUIT CONDUCTOR (NEUTRAL) PER (27) MICRO-INVERTERSTOTALAMPS: 40.84A . .. PAGE: NEC 300.3 AND 250.24©. TOTAL 2P 240V 20A BREAKERS: 3 SERVICE N L1L2 . SYSTEMTOTAL BACK FEED RATING: 60A . TAP CONDUCTOR LENGTH LIMITATION OF 10 FEET PER NEC 705.31 . E-1 ELECTRICAL BREAKER RATING: 150A EXISTING GROUNDINGAND BONDING CONNECTIONS FROM THE (PV) AC ELECTRICAL PANEL RATING: 150A 5/8” GROUND ROD DISCONNECT CONNECTION TOTHE SERVICE PANELBOARD,AND LINE SIDE TAP EXTERIOR OF BUILDING GROUNDING ELECTRODE CONDUCTORASAPPLICABLE.