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HomeMy WebLinkAboutAPPROVED Plan - DL1814 Santiago Notario 8.05 kWM. ALVAREZN.T.S.MAC-1PROJECT :PROJECT NO.DATE:DRAWING BY:CHECKED BY:SCALE:SHEET TITLE:COVERSHEET NO.ENGINEER'S SEAL4.19.2021LOCATION MAPAERIAL VIEWPLAN VIEWCOORDINATES: LAT 27.401828° , LON -80.331338°COORDINATES: 27° 24' 06.6" N, 80° 19' 52.8" WPER FL STATUTE 377.705 (REVISED 7/1/2017), IMIGUEL ALVAREZ PE 86033 AN ENGINEERLICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEMAND ELECTRICAL COMPONENTS AREDESIGNED AND APPROVED USING THESTANDARDS CONTAINED IN THE MOSTRECENT VERSION OF THE FLORIDA BUILDINGCODE.PROPRIETARY RIGHTS DRAWING CONCEPT &DESIGNS ARE THE PROPERTY OF WINDMARAND IS SUBMITTED WITH THEUNDERSTANDING THAT IT IS NOT TO BEREPRINTED, COPIED, IN WHOLE OR IN PART,NOR LOANED TO ANY THIRD PARTY NORUSED IN ANY MANNER DETRIMENTAL TO THEINTERESTS OF WINDMAR WITHOUT ITSEXPRESSED WRITTEN CONSENT.SANTIAGO NOTARIO 3242 E LAKE DR FORT PIERCE, FL 34982DL1814PERMITTING / PLANNING NOTESINDEXC-1 COVERE-1 ELECTRICAL DIAGRAM & CALCULATIONSS-1 STRUCTURAL DIAGRAMSS-2 STRUCTURAL CALCULATIONSSCOPE OF WORK:INSTALLATION OF GRID-TIED PHOTOVOLTAIC SYSTEMFIREBUILDINGELECTRICALFBC 2020, 7TH NEC 2017 & NFPA 70FLORIDA CODE SUMMARYTHE NEC GIVES YOU THE CHOICE OF FOUR METHODS FOR ENSURING ELECTRICAL CONTINUITY AT SERVICE EQUIPMENT,SERVICE RACEAYS, AND SERVICE CONDUCTOR ENCLOSURES (250.92(B):1.BONDING JUMPERS. BOND METAL PARTS TO THE SERVICE NEUTRAL CONDUCTOR. THIS REQUIRES A MAIN BONDINGJUMPER [250.24(B) AND 250.28]. BECAUSE THE SERVICE NEUTRAL CONDUCTOR PROVIDES THE EFFECTIVE GROUND-FAULTCURRENT PATH TO THE POWER SUPPLY [250.24(C), YOU DON'T HAVE TO INSTALL AN EQUIPMENT GROUNDINGCONDUCTOR WITHIN PVC CONDUIT CONTAINING SERVICE-ENTRANCE CONDUCTORS [250.142(A)(1) and 352.60 ex 2].2.THREADEDLESS FITTINGS. TERMINATE METAL RACEWAYS TO METAL ENCLOUSURES BY THREADED HUBS ONENCLOUSURES (IF MADE WRENCHTIGHT).3.THREADEDLESS FITTINGS. TERMINATE METAL RACEWAYS TO METAL ENCLOUSURES BY THREADLESS FITTINGS (IF MADETIGHT).4.OTHER LISTED DEVICES. THESE INCLUDE BONDING-TYPE LOCKNUTS, BUSHINGS, WEDGES, OR BUSHINGS WITH BONDINGJUMPERS.REVISIONSNUMBERDATEDESCRIPTIONWHERE TWO SOURCES, ONE A UTILITY AND THE OTHER AN INVERTER, ARE LOCATED AT OPPOSITE ENDS OF A BUSBAR THATCONTAINS LOADS, THE SUM OF 125% OF THE INVERTER(S) OUTPUT CIRCUIT CURRENT AND THE RATING OF THE OVERCURRENTDEVICE PROTECTING THE BUSBAR SHALL NOT EXCEED 120% THE AMPACITY OF THE BUSBAR. THE BUSBAR SHALL BE SIZED FOR THELOADS CONNECTED IN ACCORDANCE WITH ARTICLE 220. A PERMANENT WARNING LABEL SHALL BE APPLIED TO THE DISTRIBUTIONEQUIPMENT ADJACENT TO THE BACK-FED BREAKER FROM THE INVERTER THAT DISPLAYS THE FOLLOWING OR EQUIVALENTWORDING:WARNING:INVERTER OUTPUT CONNECTION; DO NOT RELOCATE THIS OVERCURRENT DEVICE.THE WARNING SIGN(S) OR LABEL(S) SHALL COMPLY WITH 110.21(B).EXCEPTION: EQUIPMENT WITH MULTIPLE AMPACITY BUSBARS OR CENTER FED PANELBOARDS ARE NOT ADDRESSED BY THISPROVISION.NEC : (BUS RATING) X 1.2 - (MAIN BREAKER) = 120% RULEIMPORTANT NOTE: NEC 705.12ALL FILL CALCULATIONS ON THIS DESIGN HAVE BEEN DONE IN COMPLIANCE WITH NEC312.8.FILL CALCULATIONS NOTE:CROSS SECTIONAL AREA OF 46 THHN = 0.2028 SQ.IN.;CROSS SECTIONAL AREA OF 1' TUBE. 0.79 SQ.IN. FILL % =(0.2028 / 0.79) x 100 = 25.7% < 40%CROSS SECTIONAL AREA CALCULATION:CONTACT US:6753 KINGSPOINTEPARKWAY SUITE 111,ORLANDO FL, 32819 USATEL: +1 407-308-0099engineering@windmarhome.comNOTE: ENGINEER CERTIFIES THAT THIS PLAN COMPLIES WITH 107.3.5 FBC.This item has been digitally signed and sealedby Miguel Alvarez on the date adjacent to theseal. Printed copies of this document are notconsidered signed and sealed and thesignature must be verified on any electroniccopies.FL Fire PreventionCode 7th EditionNOTE: IN THE EVENT OF CONFLICTING REGULATIONS THE MOST RESTRICTIVE SHALL PREVAIL.& IBC 2018 56ROOF LEVEL7GROUND LEVEL20A20A20A10ANENVOY-S988200A1312111014B2B3B4B5B6B7B8B9B10B11B1B12A2A3A4A5A6A7A8A9A10A11A14123ITEM DESCRIPTION:1PV MODULES, TYPE : HANWHA Q-CELLS Q.PEAK DUO-G6+ 350235678911MICROINVERTER: ENPHASE IQ 7+ (EQUIPPED WITH RAPID SHUTDOWN)ENPHASE Q CABLE MALE CONNECTOR (Q-12-10-240) 12 AWG DOUBLE INSULATED THHN/THWN-2. 1012EXISTING GROUNDING ELECTRODE CONDUCTOR.EXISTING UTILITY METER.EXISTING RESIDENCE _____ MAIN BREAKER200A14EXISTING MAIN DISTRIBUTION PANEL WITH BUSBAR RATING1341 ENPHASE RAW Q CABLE (Q-12-RAW-300) PER BRANCH AND 1#8 BARE COPPER FOR GROUNDIN 3/4" CONDUIT.200A3#10 THHN AND 1#6 THHN FOR GROUND IN 1" CONDUIT.ENPHASE IQ COMBINER BOX 3 WITH IQ ENVOY METER (X-IQ-AM1-240-3) 125A BUS RATING120/240 VAC WITH 2 BREAKERS 20A/2-P & 1 BREAKER 10A/2-P FOR IQ ENVOY METER.NOTE: IQ ENVOY METER ENABLES WEB-BASED MONITORING AND CONTROL, AND PROVIDESPRODUCTION METERING AND OPTIONAL CONSUMPTION MONITORING. THIS METER ISINCLUDED IN THE LIST OF ELIGIBLE METERS FROM THE CALIFORNIA ENERGY COMMISSION.2#10 THHN PER BRANCH AND 1#6 THHN FOR GROUND IN 1" CONDUIT TO CARRY BRANCH CIRCUITCONNECTORS TO LOAD CENTER. INSTALL PVC EXPANSION FITTING WHERE NEEDED .60A FUSED DISCONNECT FOR AC PV DISCONNECT/RAPID SHUTDOWN DISCONNECT WITH 35A FUSESNOTE: DO NOT INSTALL NEUTRAL-TO-CASE BONDING GREEN SCREW, THIS PREVENTSOBJECTIONABLE CURRENT AS PER NEC 250.6.× 1.21A × 1.25 = 34.8A = 35A (OCPD)23TOTAL W: WATTS DC / WATTS ACMDP BUSBAR RATING:TOTAL PV MODULES: PHOTOVOLTAIC MODULESPV MODEL: HANWHA Q-CELLS Q.PEAK DUO-G6+ 350INVERTER: ENPHASE IQ 7+ MICROINVERTERBATTERY: NONERACK SYSTEM: UNIRACSYSTEM DATA236,670200A8,050NOTES:·ALL CONDUITS AND RACEWAYS APPROVED PER METHOD NEC 2014, NEC 2017 AND FBC 2020.IN THE EVENT OF CONFLICTING REGULATIONS THE MOST RESTRICTIVE SHALL PREVAIL.·ALL EQUIPMENT IS SUITABLE FOR OUTDOORS INSTALLATION AND RATED FOR 90°F.·THE SIZE OF ALL CONDUCTORS BASED ON THEIR AMPACITY FOR AN AMBIENTTEMPERATURE OF 194°F (90°C) WAS TAKEN FROM NEC TABLE B.310.15(B)(2)(1).LINE SIDE INTERCONNECTION TO THE FEEDER CONDUCTORS AHEAD OF THE MAIN BREAKER WITHPARALLEL TAP CONNECTORS. NOTE: PARALLEL TAP CONNECTORS PROMOTE MORE FLEXIBILITY BYALLOWING CONNECTIONS IN CRAMPED, OVERFILLED ENCLOSURES. THE AREA OF THIS CONNECTORSINSTALLED AT ANY CROSS SECTION DOESN'T EXCEED 75% OF THE CROSS-SECTIONAL AREA OF THE SPACE.JUNCTION BOX 6" × 6" SUITABLE FOR WET LOCATIONS (UL ENVIRONMENTAL RATING TYPE 4X).MODULE MAKEPV MODULE RATINGSMODULE MODELMAX POWEROPEN CIRCUIT VOLTAGEMAX POWER POINT VOLTAGESHORT CIRCUIT CURRENTMAX POWER POINT CURRENTHANWHA Q-CELLSQ PEAK- 350350 W40.73 V34.07 V10.79 A10.27 A=======PV MODULEITEMINVERTERALL DISCONNECTSALL OVERCURRENTPROTECTIONFSEC CERTIFICATIONNUMBERMANUFACTURERMODELLISTING / COMPLIANCE1.TOTAL PHOTOVOLTAIC SYSTEM STC RATED DC POWER PRODUCTION OF W.2.INVERTER HAS MAXIMUM POWER POINT TRACKING (MPPT).3.INVERTER MEETS REQUIREMENTS OF 3-P POWER.4.INVERTER MEETS IEEE 1547.5.INVERTER MEETS UL1741.6.ALL ELECTRICAL EQUIPMENT INSTALLED ARE UL LISTED.7.FBC ADMINISTRATION CODES NOW IN EFFECT NEC 2017; FBC 2020" E-1 FBCADMINISTRATION" ALL ELECTRONICS, SOLAR PANELS AND ASSOCIATEDELECTRICAL EQUIPMENT TO BE INSTALLED ARE UL LISTED."SYSTEM AUTOMATIC OPERATION1.GRID POWER IS PRESENT, PHOTOVOLTAIC SYSTEM FEEDS THE LOAD AT DAY TIME.2.GRID POWER IS LOST, PHOTOVOLTAIC SYSTEM AUTOMATICALLY DISCONNECTSFROM THE GRID.3.PHOTOVOLTAIC SYSTEM WILL AUTOMATICALLY RESUME FEEDING POWER TO THEGRID. WHEN THE PROPER GRID VOLTAGE AND FREQUENCY IS RESTORED (IEEESTANDARDS) AND THERE IS ENOUGH SUNLIGHT.IQ7+ENPHASEAMPSQ-CELLENPHASEQ-CELLENPHASEENPHASEENPHASE350WIQ7+DC & ACDC & AC325WIQ7+ULULULULRV-16-0106A8,050Voltage Drop Calculation (2*L*Imax*k) D - L = Length of wire - k = Wire material - Imax = Current - 2 = Constant - D = Conductor PropertiesResults:VD =1.07 VVD =Results:VD =0.89 %Temperature CorrectionFormula: _______I_________ Temperature RatingImax =Results:34.7875 ATC =Ambient Temperature Correction FactorsØAmbient Temperature: 31-35 (◦ C)ØTemperature Rating of Conductor: 0.96ØAmbient Temperature: 87-95 ◦ FConductors NEC 2017 - Table 310.15(B)(17) Allowable Ampacities ofSingle-Insulated Conductors Rated Up to and Including2,000 Volts in Free Air, Based on AmbientTemperatureØCable #6 AWG THWN- 2 - Capacity 105 A under 90◦ CØConduit 1" PVC Schedule 40 - Capacity 6 conductorsNEC 2017 - TABLE 310.15(B)(A)Formula:NOTE: LINE SIDE TAPMAX RATING MAIN SERVICE ENTRANCE CONDUCTOR SIZE(PV) AC DISCONNECT SPECIFICATIONS (MINIMUM 60 AMPRATED PER NEC 230.79 (D)TAP CONDUCTOR SIZE (MINIMUM 6 AWG COPPER OR 4AWG ALUMINUM PER NEC 230.42 (B) AND 310.15 (B) (7) OR310.15 (B) (16)CONDUCTOR ROUTING IN RACEWAY AND INSIDEPANELBOARD INCLUDING THE GROUNDED CIRCUITCONDUCTOR (NEUTRAL) PER NEC 300.3 AND 250.24 ©.TAP CONDUCTOR LENGTH LIMITATION OF 10 FEET PERNEC 105.31.GROUNDING AND BONDING CONNECTIONS FROM THE (PV)AC DISCONNECT CONNECTION TO THE SERVICEPANELBOARD, AND GROUNDING ELECTRODE CONDUCTORAS APPLICABLE.NOTE:ALL LOAD CALCULATIONS FOR THIS PANEL HAVE BEENDONE AND THIS CHANGE WILL NOT EXCEED CODE.NOTE:EXISTING METER WILL BE CHANGED TO A NET METER BYLOCAL UTILITY AFTER THE FINAL INSPECTION.NOTE:COMPLIANCE WITH NEC 250.58 ONLY ONE GROUNDINGELECTRODE FOR ALL ELEC. EQUIP. CONDUCTOR.NOTE:LINE SIDE TAP CONNECTION IN MDP WITH POLARIS TAPSBETWEEN ELECTRODE LOAD SIDE AND EXISTING MAINDISCONNECT.NOTE:LINE SIDE TAP CONNECTION IN MDP WITH BURNDYINSULATED CLAMPS BETWEEN ELECTRODE LOAD SIDEAND EXISTING MAIN DISCONNECT.NOTE:NEC 690.12 CODE COMPLAINTBECAUSE THE SERVICE NEUTRAL CONDUCTOR PROVIDES THE EFFECTIVE GROUND-FAULT CURRENT PATH TO THEPOWER SUPPLY [250.24(C)], YOU DON'T HAVE TO INSTALL AN EQUIPMENT GROUNDING CONDUCTOR WITHIN PVCCONDUIT CONTAINING SERVICE-ENTRANCE CONDUCTORS [250.142(A)(1) AND 352.60 EX 2].1.THREADED FITTINGS. TERMINATE METAL RACEWAYS TO METAL ENCLOSURES BY THREADED HUBS ONENCLOSURES (IF MADE WRENCHTIGHT).2.THREADLESS FITTINGS. TERMINATE METAL RACEWAYS TO METAL ENCLOSURES BY THREADLESS FITTINGS (IFMADE TIGHT).3.OTHER LISTED DEVIDES. THESE INCLUDE BONDING-TYPE LOCKNUTS, BUSHINGS, WEDGES, OR BRUSHINGS WITHBONDING JUMPERS.DESIGN TEMP 91 DEG C, ADDER 60 DEG C (310.15(B)(2)(C), TOTAL 151 DEG C MULTIPLIER AT 151 DEG C IS .58 (310.16CORRECTION FACTORS). #10 THWN-2 RATED 40 AMPS, TIMES .58 = 232 AMPS. 8 CONDUCTORS IN SINGLE CONDUITADJUSTMENT FACTOR IS 50% 23.2 X .7 = 16.24 AMPS.BONDING MIDCLAMP ASSEMBLY1.STAINLESS STEAL MIDCLAMP POINTS, 2 PER MODULE, PIERCE MODULE FRAME ANODIZATION TO BOND MODULETO MODULE THROUGH CLAMP.2.SERRATED FLANGE NUT BONDS STAINLESS STEEL CLAMP TO STAINLESS STEEL T-BOLT.3.SERRATED T-BOLT HEAD PENETRATES RAIL ANODIZATION TO BOND T-BOLT, NUT, CLAMP, AND MODULES TOGROUNDED SM RAIL.System overviewSolar panels: x HANWHA 350W (PV - array)Inverters: x IQ7+ - 240VAC (Inverter efficiency: 95%)Mounting type: UniracEvaluation of design Location: Florida, United States Record Low Temperature: 35.00 °F Average High Temperature: 78.00 °F Record High Temperature: 98.00 °FTechnical DataPV Peak Power: kWpNumber of PV modulesNumber of InvertersMax. DC Power 350WMax. AC Power 290WGrid voltage: 240WNominal power ratio: 95%PV array:Number of PV modulesNumber of InvertersPeak Power Input 350WpMPP PV voltage 34.07VOC PV voltage 40.73VMin. DC voltage (240V Grid) 22.0VMax. PV voltage 40VMax. DC voltage (Inverter) 48VMax. current of PV 10.79AMax. DC current 10.27 APV & Inverter compatiblePV array and type of inverter are compatible. The nominal powerratio (Max. DC power of the inverter divided by the peak power)is within the recommended range (80% - 120%).2323232323236,670M. ALVAREZN.T.S.MAE-1PROJECT :PROJECT NO.DATE:DRAWING BY:CHECKED BY:SCALE:SHEET TITLE:SHEET NO.ENGINEER'S SEAL4.19.2021PER FL STATUTE 377.705 (REVISED 7/1/2017), IMIGUEL ALVAREZ PE 86033 AN ENGINEERLICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEMAND ELECTRICAL COMPONENTS AREDESIGNED AND APPROVED USING THESTANDARDS CONTAINED IN THE MOSTRECENT VERSION OF THE FLORIDA BUILDINGCODE.PROPRIETARY RIGHTS DRAWING CONCEPT &DESIGNS ARE THE PROPERTY OF WINDMARAND IS SUBMITTED WITH THEUNDERSTANDING THAT IT IS NOT TO BEREPRINTED, COPIED, IN WHOLE OR IN PART,NOR LOANED TO ANY THIRD PARTY NORUSED IN ANY MANNER DETRIMENTAL TO THEINTERESTS OF WINDMAR WITHOUT ITSEXPRESSED WRITTEN CONSENT.ELECTRICAL DIAGRAM &CALCULATIONSYSTEM RISER WIRING DIAGRAM EQUIPMENT LOCATIONSCALE: NTSSCHEDULESSCALE: NTSENPHASE IQ7 MICRO-INVRETERHANWHA Q-CELL DATASHEETSANTIAGO NOTARIO 3242 E LAKE DR FORT PIERCE, FL 34982DL1814PROPRIETARY RIGHTS DRAWING CONCEPT &DESIGNS ARE THE PROPERTY OF WINDMARAND IS SUBMITTED WITH THEUNDERSTANDING THAT IT IS NOT TO BEREPRINTED, COPIED, IN WHOLE OR IN PART,NOR LOANED TO ANY THIRD PARTY NOR USEDIN ANY MANNER DETRIMENTAL TO THEINTERESTS OF WINDMAR WITHOUT ITSEXPRESSED WRITTEN CONSENT.PER FL STATUTE 377.705 (REVISED 7/1/2017), IMIGUEL ALVAREZ PE 86033 AN ENGINEERLICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEMAND ELECTRICAL COMPONENTS AREDESIGNED AND APPROVED USING THESTANDARDS CONTAINED IN THE MOSTRECENT VERSION OF THE FLORIDA BUILDINGCODE.CROSS SECTIONAL AREA OF 4 #6 THHN = 0.2028 SQ INCROSS SECTIONAL AREA OF 1' TUBE. 0.79 SQ INFILL % = (0.2028/0.79)*100 = 25.7% < 40%CONTACT US:6753 KINGSPOINTEPARKWAY SUITE 111,ORLANDO FL, 32819 USATEL: +1 407-308-0099engineering@windmarhome.comThis item has been digitally signed and sealedby Miguel Alvarez on the date adjacent to theseal. Printed copies of this document are notconsidered signed and sealed and thesignature must be verified on any electroniccopies. PHOTOVOLTAIC POWER SOURCEAC OPERATING VOLTAGE 240 VOLTSAC OPERATING CURRENT ______ AMPSMICROINVERTERS LOCATED UNDERNEATH PHOTOVOLTAICMODULES FOR SERVICE CALL URBAN SOLAR GROUP (888) 38-SOLARLABEL FOR PVC CONDUITLABEL SIZE : 4" X 2"NOTE: INSTALLER MUST FILL IN AC OPERATING CURRENTON LABEL. AC OPERATING CURRENT IS SAME AS NUMBEROF MICROINVERTERS IN THE CIRCUIT. EXAMPLE: IF ACIRCUIT CONTAINS 8 MICROINVERTERS, THEN THE ACOPERATING CURRENT IS 8 AMPS.PHOTOVOLTAIC SYSTEM ACDISCONNECTAC OPERATING VOLTAGE _____ VOLTSAC OPERATING CURRENT ______ AMPSLABEL FOR PV - AC SYSTEM DISCONNECTLABEL SIZE : 4" X 2"NOTE: INSTALLER MUST FILL IN AC OPERATING CURRENTON LABEL. AC OPERATING CURRENT IS SAME AS NUMBEROF MICROINVERTERS IN THE CIRCUIT. EXAMPLE: IF ACIRCUIT CONTAINS 8 MICROINVERTERS, THEN THE ACOPERATING CURRENT IS 8 AMPS.WARNINGSOURCES: UTILITY GRID ANDPV SOLAR ELECTRIC SYSTEMDUAL POWER SUPPLYPV SOLAR BREAKERDO NOT RELOCATETHIS OVERCURRENTDEVICELABEL FOR PRODUCTION / NET METER (BI-DIRECTIONAL)LABEL SIZE : 4" X 2"PHOTOVOLTAIC SYSTEMCOMBINER PANELDO NOT ADD LOADSLABEL FOR ENPHASE AC COMBINER BOXLABEL SIZE : 4" X 2"PHOTOVOLTAIC MICROINVERTERSLOCATED UNDERNEATH EACHPV MODULE ON ROOFTOP ARRAYLABEL FOR ENPHASE AC COMBINER BOXLABEL SIZE : 5-1/2" X 2"CAUTIONSOLAR POINT OF INTERCONNECTIONNOTE FOR ALL LABELS:LABELS SHALL BE UV RESISTANT AND SHALL HAVE WHITELETTERS ON A RED BACKGROUND. SHARPIE EXTREME OREQUIVALENT UV RESISTANT MARKERS SHALL BE USED FORWRITING ON LABELS REQUIRING INSTALLER-WRITTEN VALUES.LABEL FOR RAPID SHUTDOWNLABEL SIZE : 6" X 312 "NEC 690.56(C)(1)(a)LABEL FOR POINT OF INTERCONNECTIONLABEL SIZE : 4" X 2"LABEL FOR PV BACKFEED BREAKER CONNECTIONLABEL SIZE : 2" X 1"LABEL FOR SERVICE DISCONNECTLABEL SIZE : 4" X 1"SERVICEDISCONNECT____ AMPS AC ____ VOLTS ACWindmar Home407-308-00996753 Kingspointe Pkwy, Suite 111Orlando, FL 32819SOLAR INSTALLER INFORMATIONLABEL FOR Installer InformationLABEL SIZE : 5" X 2"ROOF TYPE: STANDING SEAM METAL & FLAT ROLLEDTOTAL ROOF AREA: 1,727 SQFTTOTAL PHOTOVOLTAIC AREA: SQFTROOF AGE: <5PRESSURE ZONE: 1 & 2MEAN ROOF SLOPE:TOTAL MODULES:TOTAL ROOF MOUNTS:TOTAL POINT OF CONNECTIONS PER MODULE: 4RACKING SYSTEM: UNIRACALUMINUM RAILS PER MODULE: 2TILT 1: 11° AZIMUTH 1: 270°TILT 2: 1° AZIMUTH 2: 90°TILT 3: 11° AZIMUTH 3: 90°ROOF INFORMATIONEQUIPMENT LOCATION - ED LAYOUTN.T.S.EXISTING MAIN SERVICE PANELNEW ENPHASE COMBINER BOXNEW AC FUSED DISCONNECTLEGEND36" FIRE CODE OFFSETEXISTING UTILITY METERNEW COMBINER BOXEXISTING MAIN DISTRIBUTION PANELJUNCTION BOX SUITABLE FOR WET LOCATIONS6623424JUNCTION BOX FOR WET LOCATIONSNEW AC PV DISCONNECT/ RAPID SHUTDOWN DISCONNECT2.3/12ROOF VENT LOCATIONSEXISTING METER123DCACDCACDCAC DCAC DCAC DCAC DCAC DCAC DCAC DCAC DCACDCAC DCAC DCACDCAC DCACDCACDCACDCACDCACDCACDCACDCACDCACDCACDCACALLOWABLE LOAD: 56 PSFNOTE: INSTALL MID CLAMPS BETWEEN MODULES ANDEND CLAMPS AT THE END OF EACH ROW OF MODULES.ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BYMORE THAN ONE FOOTING ON BOTH SIDES OF THESPLICE.TOP VIEWALUMINUM ROOF MOUNTS MEASUREMENTSALUMINUM RAIL MEASUREMENTS SPACINGPORTRAIT ORIENTATIONLANDSCAPE ORIENTATIONBILL OF MATERIALSFABRICATION ITEMSIDMODULESQTY SIZEMODULE NUMBERDESCRIPTIONIDCLAMPSQTYSIZEMODEL NUMBERIDRAILSQTY MODEL NUMBERHANWHA 350W PV MODULE1.19-1.49" 302027C SM BND MIDCLAMP BC SS 30MM-36MM17'-4" LENGTH 320208M UNIRAC SM STANDARD RAIL 208" MILL Q.PEAK DUO-G6+ 350 5.25' × 3.25'1.19-1.25" 302021C SM ENDCLAMP B CLR AL 30MM-32MMDESCRIPTIONDESCRIPTIONSIZEIDSPLICE BARSQTYSIZEMODEL NUMBERDESCRIPTION 1516"×4"×112" 303019M UNIRAC BND SPLICE BAR PRO SERIES23 32 36 17 6IDQTYSIZEMODEL NUMBERDESCRIPTION 12" × 8116" × 278" 004055M UNIRAC FLASHKIT PRO, MILLCOMPOSITION SHINGLE ROOF ATTACHMENTS 1 14" ID QMC-QC1.25 R 12 QM EPDM COUNTER FLASHING 14" × 2" × 3" 304001C UNIRAC L-FOOT SERR W/T-BOLT CLR 50IDQTYSIZEMODEL NUMBERDESCRIPTIONFLAT ROOF ATTACHMENT 16 16 3" ID F1331 3" ID CHEMLINK E-CURB 16M. ALVAREZN.T.S.MAS-1PROJECT :PROJECT NO.DATE:DRAWING BY:CHECKED BY:SCALE:SHEET TITLE:SHEET NO.ENGINEER'S SEAL4.19.2021PER FL STATUTE 377.705 (REVISED 7/1/2017), IMIGUEL ALVAREZ PE 86033 AN ENGINEERLICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEMAND ELECTRICAL COMPONENTS AREDESIGNED AND APPROVED USING THESTANDARDS CONTAINED IN THE MOSTRECENT VERSION OF THE FLORIDA BUILDINGCODE.PROPRIETARY RIGHTS DRAWING CONCEPT &DESIGNS ARE THE PROPERTY OF WINDMARAND IS SUBMITTED WITH THEUNDERSTANDING THAT IT IS NOT TO BEREPRINTED, COPIED, IN WHOLE OR IN PART,NOR LOANED TO ANY THIRD PARTY NORUSED IN ANY MANNER DETRIMENTAL TO THEINTERESTS OF WINDMAR WITHOUT ITSEXPRESSED WRITTEN CONSENT.SYSTEM LAYOUTSAFETY LABELSSCALE: NTSSYSTEM ANCHORAGESCALE: NTSSYSTEM ANCHORAGESCALE: NTSBILL OF MATERIALS SCHEDULEPHOTOVOLTAIC PANELS LAYOUTSCALE: NTSSANTIAGO NOTARIO 3242 E LAKE DR FORT PIERCE, FL 34982DL1814 CONTACT US:6753 KINGSPOINTEPARKWAY SUITE 111,ORLANDO FL, 32819 USATEL: +1 407-308-0099engineering@windmarhome.comThis item has been digitally signed and sealedby Miguel Alvarez on the date adjacent to theseal. Printed copies of this document are notconsidered signed and sealed and thesignature must be verified on any electroniccopies. S-5-N COLORGARD ASSEMBLYSCALE: NTSS-5-N CLAMPSCALE: NTSS-5-N INSTALLATION ILLUSTRATIONSCALE: NTSS-5-N ROOF CALCULATIONSSCALE: NTSS-5-N ROOF CALCULATIONSSCALE: NTSMAXIMUM RAIL SPANS BETWEEN STANDOFFS (FT)SCALE: NTSSNAPN'RACK SPAN ROOF TABLESCALE: NTSASCE 7-16 VELOCITY PRESSURE 15 ' MEAN ROOF HEIGHT ZONE 1 = 33.7 PSF ZONE 2 = 56.6 PSF ZONE 3 = 56.6 PSF (NO MODULES) 30 ' MEAN ROOF HEIGHT ZONE 1 = 51.7 PSF ZONE 2 = 75.3 PSF ZONE 3 = 75.3 PSF (NO MODULES)QZ10 = 0.00256*KZ*KZT*KD*V^2WHERE:QZ10 = ASCE 7-16 VELOCITY PRESSURE EVALUATED AT MEAN ROOF HEIGHT (PSF)KZ = VELOCITY PRESSURE EXPOSURE COEFFICIENTKZT = TOPOGRAPHIC FACTORKD = WIND DIRECTIONALITY FACTORV = BASIC WIND SPEED (MPH) FROM ASCE 7-16 MAPS REFERRED TO AS ULTIMATE WIND SPEED MAPS IN 2012 IBC.VELOCITY PRESSURE: QZ10 = 0.00256*0.85*1.0*0.85*175^2 N/M^2 = 56.6 PSF - CALCULATIONS FOR 15' MEAN ROOF HEIGHTDESIGN WIND PRESSURE: P = QZ10*G*CF = 56.6*0.85*0.70 = 33.7 PSFAS AN EXAMPLE, FOR AN ARRAY HAVING AN AREA OF 1,115 SQFT., THE TOTAL UPLIFTING (RESULTANT) FORCE ACTING ON THE ARRAY WOULD BE 33.7 PSF X1,115 SQFT. = 37,575.5 LB. KNOWING THIS RESULTANT FORCE, THE DESIGN ENGINEER CAN NOW DETERMINE THE NUMBER OF ATTACHMENT POINTS AND THESIZE OF THE MOUNTING HARDWARE NECESSARY TO SAFELY CARRY THIS LOAD.LIVE LOADS:LIVE LOADS ASSOCIATED WITH PHOTOVOLTAIC SYSTEMS ARE USUALLY ASSUMED TO BE DISTRIBUTED UNIFORMLY AND ARE SMALL, ON THE ORDER OF 4PSF OR LESS.SOLAR PANELARRAY WIND LOAD CALCULATIONSWIND LOAD (PA)TOTAL WIND LOAD (LBS.)TOTAL ROOF MOUNTS (#)TENSION FORCE PER MOUNT4000-13820.885-531.6TENSION FORCE PER LAG-BOLT (LBS.)TOTAL AREA (SF)-531.6SPRUCE, PINE,LAG BOLT PULL OUT CALCULATIONSWOOD STRENGHT X THREAD DEPTH = PULL OUT STRENGHT266 LBS. X 3 IN = 798 LBS.ALLOWABLE PULL OUT STRENGTH PER LAG BOLTMAX. PULL OUT STRENGHT REQUIRED PER LAG BOLT798 LBS.-531.6LAG BOLT PULL OUT STRENGHT SAFETY FACTORSS LAG BOLT 5/16"X4"1.5PER INCH THREAD DEPTHMIN. THREAD DEPTH57IRON RIDGE XR100 RAIL SPAN TABLE (IN.) FOR 72 CELL MODULES (EXPOSURE C)5451515251525457PZ1495050505051525457PZ2394141414151525457PZ3534947474848495255PZ1494947474848495255PZ2394141414148495255PZ3DESIGN WIND PRESSURE CALCULATIONS FOR SOLARMODULES INSTALLED ON ROOFSSITE INFORMATIONFBC VERSIONMEAN ROOF HEIGHT (FT)LENGTH (FT)WIDTH (FT)PARAPET HEIGHT (FT)MODULE LENGTH (IN)MODULE WIDTH (IN)#OF MODULES IN ROWEFFECTIVE WIND AREA (SQ. FT)DESIGN CALCULATIONSVELOCITY PRESSURE (Q) = .00256*KZKZTKDVVELOCITY PRESSURE (ASD) 33.9WIDTH OF PRESSURE COEFFICIENTEXTERNAL PRESSURE COEFFICIENTINTERNAL PRESSURE COEFFICIENT (+/-)42'*10% = 4.2' WIDTH 4.3'ZONE 1 0.9 -0.9ZONE 2 0.9 -1.6ZONE 3 0.9 -2.414'*40% = 5.6%0.18DESIGN CALCULATIONSROOF ZONE123DOWNUP35.835.835.8-35.8 PSF-58.9 PSF-88.6 PSF 2020144254065.7539.38118.0RISK CATEGORYESPOSURE CATEGORYROOF TYPEULTIMATE WIND SPEEDNOMINAL WIND SPEEDKDKZTKZIIB18.05GABLE175 MPH136 MPH0.851.00.852366WIND SPEEDNOMINAL 3 SEC. GUST(MPH)(PSF)9023GROUND SNOW LOAD1001051101201351508866644NG02030608010012088666441068666446866644404444444222222222222222222222NGNGNGNGNGNGMAXIMUM PANEL SIZE: 39" X 66"BUILDING HT: 31 FT. TO 50 FT.ATTACHMENT DEVICE NAMEBIN NO.MAXIMUM REACTION LOADSSTANDARD BASE SEAM CLAMP WITH L-FOOTWIDE BASE SEAM CLAMP WITH L-FOOT1235235212DOWNUPSIDEUNIVERSAL TILE HOOKFLAT TILE HOOKHANGER BOLT CLAMP2394318417FLASHED L-FOOT (92 DEG)31469309251TILE REPLACEMENT4133344593ALL PURPOSE L-FOOT (90 DEG)UMBRELLA COMP KITCORRUGATED STRADDLE BLOCK WITH L FOOTMETAL ROOF BASE WITH L-FOOTMETAL ROOF BASE WITH 7IN STANDOFF5-1/2IN STANDOFF ON 4-HOLE BASE7IN HD STANDOFF ON 6-HOLE BASE5-1/2IN, 7IN, OR 8-1/2" STANDOFF ON 1-HOLE BASE57884052368-1/2IN STANDOFF ON 4-HOLE BASE6788445163IMPORTANT NOTEINFORMATION REGARDING CLAMPS DETAILS, SPECIFICATIONS,CALCULATIONS, ETC ARE PROVIDED THROUGH WWW.S-5.COM.TRADEMARKS APPEARING ON WWW.S-5.COM ARE THE PROPERTYOF THEIR RESPECTIVE OWNERS.HTTPS://WWW.S-5.COM/PRODUCTS/CLAMPS-BRACKETS/S-5-N-CLAMPS/S-5-N/FrontRightTopLeftBackS-5-N(2x) M8-1.25 Threaded Hole(2x) 3/8-24 Threaded Hole2.3.1.4.GENERAL NOTES:1.S-5-N CLAMP2.M8-1.25 STAINLESS STEEL HEX FLANGE BOLT (13MM SOCKET)3.3/8-24 STAINLESS STEEL ROUND POINT SETSCREW (3/16 HEX DRIVE)4.EXAMPLE ROOFS-5! ®CLAMP:164.2 GSETSCREW: 7.71 GBOLT:15.65 GMATERIAL:6061 T6 A1SUPPLIED HARDWARE:M8-1.25 X 16 MM BOLT(X2) 3/8-24 X .800" SETSCREWSEST ASSEMBLY WEIGHT:0.431LBSNOTES1.COLORGARD CROSSMEMBER2.VERSACLIP3.2" PREFINISHED COLORSTRIP TO MATCH TO OTHERS)4.SNOCLIP BETWEEN ROOF SEAMS (VERIFY SN MODEL WITH ROOF SEAM HEIGHT)5.COLORGRAD SPLICE6.S-5-N CLAMP7.M10-1.5 X 0.62" HEX FLANGE BOLT8.RUBBER FOOT TOE9.3/8-24 X 0.8" ROUND POINT SETSCREW10.EAVE STRUCTURE11.SIDING MATERIAL12.SPACE FOR THERMAL EXPANSIONS-5! ® PRODUCTS ARE PROTECTED BY MULTIPLE U.S. PATENTS INCLUDING5,228,248,5,983,588 AND 6,164,033 (OTHERS ISSUED AND PENDING).EUROPEAN PATENTS ARE ALSO APPLIED FOR AND PENDING UNDER THE PATENT COOPERATION TREATY WITH DIVISIONAL FILING RIGHTS RETAINED. METAL ROOF INNOVATIONS, LTD. (LICENSOR OF S-5!® TECHNOLOGY) AGGRESSIVELY PROSECUTES PATENT INFRINGEMENT.METAL ROOF INNOVATIONS, LTD.8655 TABLE BUTTE RDCOLORADO SPRINGS, CO 80908719-495-0518888-825-3432WWW.S-5.COMM. ALVAREZN.T.S.MAS-2PROJECT :PROJECT NO.DATE:DRAWING BY:CHECKED BY:SCALE:SHEET TITLE:SHEET NO.ENGINEER'S SEAL4.19.2021PER FL STATUTE 377.705 (REVISED 7/1/2017), IMIGUEL ALVAREZ PE 86033 AN ENGINEERLICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEMAND ELECTRICAL COMPONENTS AREDESIGNED AND APPROVED USING THESTANDARDS CONTAINED IN THE MOSTRECENT VERSION OF THE FLORIDA BUILDINGCODE.PROPRIETARY RIGHTS DRAWING CONCEPT &DESIGNS ARE THE PROPERTY OF WINDMARAND IS SUBMITTED WITH THEUNDERSTANDING THAT IT IS NOT TO BEREPRINTED, COPIED, IN WHOLE OR IN PART,NOR LOANED TO ANY THIRD PARTY NORUSED IN ANY MANNER DETRIMENTAL TO THEINTERESTS OF WINDMAR WITHOUT ITSEXPRESSED WRITTEN CONSENT.STRUCTURAL DIAGRAM&CALCULATIONS CONTACT US:6753 KINGSPOINTEPARKWAY SUITE 111,ORLANDO FL, 32819 USATEL: +1 407-308-0099engineering@windmarhome.comDL1814SANTIAGO NOTARIO 3242 E LAKE DR FORT PIERCE, FL 34982This item has been digitally signed and sealedby Miguel Alvarez on the date adjacent to theseal. Printed copies of this document are notconsidered signed and sealed and thesignature must be verified on any electroniccopies.424 M. ALVAREZN.T.S.MAS-2bPROJECT :PROJECT NO.DATE:DRAWING BY:CHECKED BY:SCALE:SHEET TITLE:SHEET NO.ENGINEER'S SEAL4.19.2021PER FL STATUTE 377.705 (REVISED 7/1/2017),I MIGUEL ALVAREZ PE 86033 AN ENGINEERLICENSED PURSUANT TO CHAPTER 471,CERTIFY THAT THE PV ELECTRICAL SYSTEMAND ELECTRICAL COMPONENTS AREDESIGNED AND APPROVED USING THESTANDARDS CONTAINED IN THE MOSTRECENT VERSION OF THE FLORIDABUILDING CODE.PROPRIETARY RIGHTS DRAWING CONCEPT& DESIGNS ARE THE PROPERTY OFWINDMAR AND IS SUBMITTED WITH THEUNDERSTANDING THAT IT IS NOT TO BEREPRINTED, COPIED, IN WHOLE OR IN PART,NOR LOANED TO ANY THIRD PARTY NORUSED IN ANY MANNER DETRIMENTAL TOTHE INTERESTS OF WINDMAR WITHOUT ITSEXPRESSED WRITTEN CONSENT.STRUCTURAL DIAGRAM&CALCULATIONS CONTACT US:7575 KINGSPOINTE PKWY#11,ORLANDO FL, 32819 USATEL: +1 407-308-0099 engineering@windmarhome.comSANTIAGO NOTARIO 3242 E LAKE DR FORT PIERCE, FL 34982DL1814ATTACHMENT INSTALLATION GUIDELINES1.LOCATE AND MARK CENTER OF RAFTER WHERE THE QBASE MOUNT IS GOING TO BE INSTALL.2.ALIGN QBASE OVER RAFTER CENTER AND DRILL TWO 732" PILOT HOLES, FILL HOLES WITH TITEBOND SEALANT.3.PLACE GRADE-8 CAP SCREW UNDER QBASE IN HEX SLOT AND SCREW THE POST IN. ATTACH THE QBASE WITHASSEMBLED POST TO THE RAFTER WITH TWO 516" LAG SCREWS.4.FLASH THE MOUNT WITH CHEM LINK'S E-CURB SYSTEM.5.APPLY THREE 14" BEADS OF M-1 SEALANT TO THE BOTTOM OF EACH E-CURB INTERLOCKING SECTION. DO NOT TOOLTHE BEADS FLAT.6.PLACE EACH E-CURB INTERLOCKING SECTION ON THE ROOF SURFACE TO FORM A CIRCLE AROUND THE QBASE.7.PRESS DOWN FIRMLY UNTIL EXCESS M-1 SEALANT EXTRUDES FROM THE OUTSIDE EDGES.8.APPLY A BEAD OF M-1 SEALANT AROUND THE OUTSIDE BASE OF THE INSTALLED E-CURB AND TOOL TO FORM ASMOOTH FILLET.9.COMPLETELY FILL E-CURB CAVITY WITH 1-PART POURABLE SEALANT.NOTES:1.THREAD MUST BE EMBEDED IN THE SIDE GRAIN OF A TRUSSES OR OTHERSTRUCTURAL MEMBER INTEGRAL WITH THE BUILDING STRUCTURE.2.LAG BOLTS MUST BE LOCATED IN THE MIDDLE THIRD OF THE STRUCTURALMEMBER.3.THESE VALUES ARE NOT VALID FOR WET SERVICE.4.THIS TABLE DOES NOT INCLUDESHEAR CAPACITIES. IF NECESSARY, CONTACT ALOCAL ENGINEER TO SPECIFY LAG BOLT SIZE WITH REGARD TO SHEARFORCES.5.INSTALL LAG BOLTS WITH HEAD AND WASHER FLUSH TO SURFACE (NO GAP).DO NOT OVER-TORQUE.6.WITHDRAWAL DESIGN VALUES FOR LAG SCREW CONNECTIONS SHALL BEMULTIPLIED BY APPLICABLE ADJUSTMENT FACTORS IF NECESSARY. SEE TABLE10.0.1 IN THE AMERICAN WOOD COUNCIL NDS FOR WOOD CONSTRUCTION.UNIRAC SM RAIL UPWARD SPAN LENGTH TABLESSCALE: NTSASCE 7-16 VELOCITY PRESSURE 15 ' MEAN ROOF HEIGHT ZONE 1 = 33.7 PSF ZONE 2 = 56.6 PSF ZONE 3 = 56.6 PSF (NO MODULES) 30 ' MEAN ROOF HEIGHT ZONE 1 = 51.7 PSF ZONE 2 = 75.3 PSF ZONE 3 = 75.3 PSF (NO MODULES)QZ10 = 0.00256*KZ*KZT*KD*V^2WHERE:QZ10 = ASCE 7-16 VELOCITY PRESSURE EVALUATED AT MEAN ROOF HEIGHT (PSF)KZ = VELOCITY PRESSURE EXPOSURE COEFFICIENTKZT = TOPOGRAPHIC FACTORKD = WIND DIRECTIONALITY FACTORV = BASIC WIND SPEED (MPH) FROM ASCE 7-16 MAPS REFERRED TO AS ULTIMATE WIND SPEED MAPS IN 2012 IBC.VELOCITY PRESSURE: QZ10 = 0.00256*0.85*1.0*0.85*175^2 N/M^2 = 56.6 PSF - CALCULATIONS FOR 15' MEAN ROOF HEIGHTDESIGN WIND PRESSURE: P = QZ10*G*CF = 56.6*0.85*0.70 = 33.7 PSFAS AN EXAMPLE, FOR AN ARRAY HAVING AN AREA OF 1,115 SQFT., THE TOTAL UPLIFTING (RESULTANT) FORCE ACTING ON THE ARRAY WOULDBE 33.7 PSF X 1,115 SQFT. = 37,575.5 LB. KNOWING THIS RESULTANT FORCE, THE DESIGN ENGINEER CAN NOW DETERMINE THE NUMBER OFATTACHMENT POINTS AND THE SIZE OF THE MOUNTING HARDWARE NECESSARY TO SAFELY CARRY THIS LOAD.LIVE LOADS:LIVE LOADS ASSOCIATED WITH PHOTOVOLTAIC SYSTEMS ARE USUALLY ASSUMED TO BE DISTRIBUTED UNIFORMLY AND ARE SMALL, ON THEORDER OF 4 PSF OR LESS.SOLAR PANELSARRAY WIND LOAD CALCULATIONSBASIC WIND SPEEDBUILDING HEIGHTEXPOSURE CATEGORYROOF PITCH175TOTAL AREA (SQFT)CNOTE: RAILS SPAN IS ALWAYS GOING TO BE INSTALLED AT A MAXIMUM OF 4FTFOR ZONE 1 AND 2FT FOR ZONE 2.NOTE:CALCULATIONS WERE PERFORMED AND PERTAIN TO UNIRAC SUPPLIED PARTS ONLY. THIS CERTIFICATION EXCLUDES THE MODULE,CONNECTIONS TO THE BUILDING STRUCTURES, AND EFFECTS ON THE BUILDING STRUCTURE COMPONENTS. THIS ANALYSIS WASDEVELOPED ASSUMING A MEAN BUILDING HEIGHT OF LESS THAN OR EQUAL TO 30 FEET. ALL INFORMATION, DATA AND ANALYSISCONTAINED WITHIN ARE BASED ON, AND COMPLY WITH THE FOLLOWING:1.2018 INTERNATIONAL BUILDING CODE, BY INTERNATIONAL CODE COUNCIL, INC., 20182.2020 FLORIDA BUILDING CODE, BY INTERNATIONAL CODE COUNCIL, INC., 20203.ASCE/SEI 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, BY ASCE, 20164.2015 ALUMINUM DESIGN MANUAL, BY THE ALUMINUM ASSOCIATION, 2015PULL OUT CALCULATIONS FOR LAG BOLTSpruce, PinePer Inch Thread Depth266 Lbs3"473.77981.68Pull Out Strength = 266 Lbs x 3"Spruce, PineMaximuim Pull Out Strength Required Per BoltAllowable Pull Out Strength Per Bolt Lag Bolt Pull Out Strength Safety FactorMin. Thread Depth*RAILS, L-FOOT, MID-CLAMPS & END-CLAMPS ARE EXTRUDED USING ONE OF THE FOLLOWING ALUMINUMALLOYS: 6005-T5, 6105-T5, 6061-T6.SOURCES: AMERICAN WOOD COUNCIL, NDS 2005, TABLE 11.2A, 11.3.2AALUMINUMEND CLAMP & MID CLAMP1/4" SS 18-8 BOLT1/4" SS SERRATED FLANGE NUTUNIRAC SM RAILQUICK MOUNT QBASELOW SLOPE MOUNTFLAT ROOFROOF DECK2"×4" RAFTERS 24" O.C.LAG BOLT WITHDRAWAL LOADS (LBS)SPRUCE, PINE, FIRSPECIFICGRAVITY0.50LAG SCREW SPECIFICATIONS5/16" SHAFT, 5" LONG *PER INC THREAD DEPTH2665/16" SS LAG BOLT5/16" SS FENDER WASHERAPPLY TITEBOND SEALANTINTO PILOT HOLESOLAR MODULE:18.05 SQFT.BOLT TENSION AND SHEARSTRENGTH CHART1/4" STAINLESS STEEL BOLTTENSION STRENGTH (LB): 6,010SHEAR STRENGTH (LB): 5,3003/8" STAINLESS STEEL BOLTTENSION STRENGTH (LB): 14,830SHEAR STRENGTH (LB): 11,930E-CURBCOMPLETELY FILL E-CURB CAVITYWITH 1-PART™ POURABLE SEALANT3/8" SS 18-8 BOLT3/8" SS SERRATED FLANGE NUTThis item has been digitally signed and sealedby Miguel Alvarez on the date adjacent to theseal. Printed copies of this document are notconsidered signed and sealed and thesignature must be verified on any electroniccopies.(7-16 AS OF 2021).0.5/12101478