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HomeMy WebLinkAboutTSP99823 ANTHONY ZIGER COS 02 04 2022 AV 2-4-2022 plans stamp 2 5 2022 PROJECT DESCRIPTION NORTH SYSTEM CAPACITY: 25.3 KW DC/ 17.4 KW AC PV PANELS: (64) HANWHA Q.PEAK DUO BLK MLG-G10+ 395 BY SOLAR EDGE NOPTIMIZERS: (64) P505 BY SOLAR EDGE INVERTER: (1) SE11400H-US BY SOLAREDGE (1) SE6000H-US BY SOLAREDGE RACKING SYSTEM: CROSS RAIL SYSTEM 44-X BY K2 SYSTEMS r EkISiING EIE PROJECT INFORMATION RV DISC CNN@T CTRIC MFTER 2 °; LOCATION MAP / WIND ZONES R�STRING PROJECT LATITUDE 27.267462 MIN AMBIENT TEMP 1 °C R�STRING I NVERTER>Rt NVERT PROJECT LONGITUDE -80.526857 MAX AMBIENT TEMP 35'C N.T.S. ER,2 O WIND EXPOSURE B AHJ ST.LUCIE COUNTY DESIGN WIND SPEED 154 MPH DRAWINGS INDEX C-1 COVER SHEET C-2 SAFETY PLANS ��. 1 E-1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS ' • S-1 STRUCTURAL PLAN OS-2 RACKING PLAN TV D-1 PV MODULES DATA SHEET '� 40# O D-2 SMART MONITORING DATA SHEET O D-3 INVERTER DATA SHEET X O GENERAL NOTES . t tr PER FL.STATUTE 377.705(REVISED 711/2017),1 RAFAEL A.GONZALEZ ��+ ' m SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER tf' r 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL + 1 K f -n COMPONENTS ARE DESIGNED AND APPROVED USING THE D STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE 0 � FLORIDA BUILDING CODE. 3 IRRADIANCE MAP Z APPLICABLE CODES:2020 FLORIDA BUILDING CODE 7TH EDITION, N.T.S. G / ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER c W STRUCTURES,FFPC 7TH EDITION,NFPA 2018,NFPA 70 AND NEC 2017. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE m INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH m EDITION OR LOCAL GOVERNING CODE. - ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC)2017, LOCAL 1 STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS - SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING -� - CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE ' - TORQUED PER DEVICE LISTING, OR MANUFACTURERS Aft RECOMMENDATIONS.NON-CURRENT CARRYING METAL PARTS SHALL ��� � l BE CHECKED FOR PROPER GROUNDING. REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE,OR OTHER MECHANICAL MEANS,LABELS ' SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER APPLICABLE STATE AND LOCAL CODES.SEE LABELS AND MARKING t � PAGE FOR MORE INFORMATION. 1 1.: RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING �• MANUFACTURERS INSTRUCTION SPECS,INCLUDING ALL GROUNDING WEEB CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL • CONTINUITY. 4 3D R ,� ROOF PLAN VIEW / BOS LOCATION M TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING N.T.S. N.T.S. ASCE 7-16 EQUATION 30.6-1.ALL NOTES IN FIGURES ASCE 7-16 30.4-1 AND 30.4-2(A,B AND/67C) HAVE BEEN INCORPORATED. MEAN ROOF HEIGHT MUST BE LESS THAN 60 FEET. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ANTHONYZIGER COVER SHEET ISSUED FOR PERMIT 10.11.2021 KC JG ENGIPARTNERS LLC Digitally TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC ,.""' "" PROJECT ADDRESS: C.A.32661 p.GONlq rq signed by 12221 N US HIGHWAY 301 T I T A N 1 REV-UPDATED LAYOUT WITH(64)HANWHA QCELL 395s UPDATED 02-04-2022 AV AW 255 GIRALDA AVE `e"•��n�y�ENSF'�SO"=Rafael A O 10800 CARLTON RD FORT CORAL GABLES,FL 33134 -+�1 / �9ry/ . Gonzalez Sot THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: - STATE + - S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-1 DESIGN@ENGIPARTNERS.COM `=90'':<oni4S`�Q, Date: (813)982-9001 TSP99823 '��'' SS/ONAL 2022.02.05 PARCEL NUMBER: DATE: SHEETS: 833-888-3644 14:54:19-05' #EC13008093 4210-323-0006-000-1 10-02-2021 1 OF 9 NORTH fluilk -STING ELECTRIC METER PV DISCONNECT PV STRING INVERTER#1 T PV STRING INVERTER 11 TV N O v m N o v O m n z my m LOCATION OF NEAREST URGENT CARE FACILITY NAME: ADDRESS: PHONE NUMBER: NOTES: 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST SAFETY PLAN URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK N.T.S. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ANTHONYZIGER SAFETY PLAN ISSUED FOR PERMIT 10-11-2021 KC JG ENGIPARTNERS LLC ,,, TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC ��.."` �„ Digitally signed PROJECTADDRESS: C.A.32661 c`°�?:,.GONZA/Fr`''., b 12221 N US HIGHWAY 301 * TITAN 1 REV-UPDATED LAYOUT WITH(64)HANWHA OCELL 395s 02-04-2022 AV Aw ,�r.:�ycErusF...so� y Rafael A 255 GIRALDA AVE ;:: 10800 CARLTON RD FORT e.�yos3ioa Gonzalez Soto CORAL GABLES,FL 33134 *�LL./� �*= THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: sraTE :o`Date: S O L A R P O W E R /'� ENG.RAFAEL A.GONZALEZ SOTO,PE C-2 DESIGN@ENGIPARTNERS.COM �''.90'.`<oRtio4���`�¢,�`2022.02.05 813 982-9001 ''oFss/oNAL EH6,o`O I � PARCEL NUMBER: TSP99823 DATE: SHEETS: 833-888-3644 14:54:28-05'00' #EC13008093 4210-323-0006-000-1 10-o2-2021 2 OF 9 WIRE SIZES,QUANTITY&TYPE RACEWAY SIZE,TYPE,LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION 125%OF WIRE DE-RATED CALCULATION WIRE TAG CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT OUTPUT MIN DIST. VOLTAGE VOLTAGE CONDUIT QTY.SIZE&TYPE QTY.SIZE&TYPE QTY.SIZE&TYPE SIZE&TYPE LOCATION ABOVE ROOF CURRENT CURRRENT OCPD WIRE AMBIENT #OF FINAL DROP% FILL% RATING TEMP COND. AMPACITY INVERTER 1-DC(BEFORE JB) (2)#10 AWG PV WIRE N/A (1)#8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 1 =30.4 A 10 FT. 350V 0.11% 6.4% INVERTER 1-DC(AFTER JB) (2)#10 AWG THWN-2 N/A (1)#8 AWG THWN-2 3/4"EMT CONDUIT ABOVE ROOF 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 0.8=24.3 A 20 FT. 350V 0.21% 8.1% INVERTER 2-DC(BEFORE JB) (2)#10 AWG PV WIRE N/A (1)#8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 1 =30.4 A 10 FT. 350V 0.11% 6.4% INVERTER 2-DC(AFTER JB) (2)#10 AWG THWN-2 N/A (1)#8 AWG THWN-2 3/4"EMT CONDUIT ABOVE ROOF 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 0.8=24.3 A 20 FT. 350V 0.21% 8.1% AC(INVERTER TO METER) (2)#1 AWG THWN-2 (1)#1 AWG THWN-2 (1)#8 AWG THWN-2 1.5"EMT CONDUIT EXTEAL OR "N/A" 72.5A 90.63A 100A 145A X 0.76 X 1 =110.2 A 5 FT. 240V 0.1% 7.7% STRING#1 A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 A1.12 A1.13 - - - - - - - , - + - - - - - STRING#2 5❑ A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 A2.11 A2.12 A2.13 e e _ + _ _ _ _ _ _ + _ _ _ _ = 2 4 3 • mler®rHD.". • PV RAILS TO BE BONDED WITH#8 BARE WIRE --- STRING#3 113 1 A3.1 A3.2 A3.3 A3.4 A3.5 A3.6 A3.7 A3.8 A3.9 A3.10 A3.11 A3.12 A3.13 ®NEMA3R 191 10 NG 15 240V 1120V 150A BUS BARD SERVICE 3#1/0 THWN-2 STRING#4 � 14 i�2P-60A o A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 A4.8 A4.9 A4.10 A4.11 A4.12 A4.13 / 2P-40A FUSED )150A METER INVERTER TOTAL OUTPUT: .5A • 1p T 90 SAFETY RATING(125%): 90.63A 100A TOTAL PV SYSTEM OCPD: 100AA + __ y n 4 • 0 MAIN BREAKER RATING: 150A PV RAILS TO BE BONDED WITH#8 BARE WIRE • BUS BAR RATING: 150A STRING#5 120/o BACKFEED RATING: 30A --- °�B ® 8 A5.1 A5.2 A5.3 A5.4 A5.5 A5.6 A5.7 A5.8 A5.9 A5.10 A5.11 A5.12 NEMA3R 1 #6 THWN-2 GROUND � ONE LINE RISER DIAGRAM N.T.S. LEGEND: (64) RE REFER TO DA1OSHEET DUO BLK MLG-G10+395 BY SOLAR EDGE2 1#810 0 PV BARE WARE GROUND❑ ❑ � NEMA3R JUNCTION BOX 3/4"EMT CONDUIT ❑ 6#10 THWN-2 SE1140OH-US BY SOLAREDGE 2#6 L1,L2 THWN-2 1#8 THWN-2 GROUND 3#8 THWN-EMT DUOIT ND � REFER TO D-3 SHEET 1#6 THWN-2 NEUTRAL 3/4"EMT CONDUIT REFER TO D 3 SHEETSOLAREDGE � 1#8 THWN2#8 L1,L2T2 N UTRAL 3 4"EMT CO DUIT ND 191 AC LOAD CENTER RATED FOR 125A 2#1 L1,L2 THWN-2 1#6 THWN-2 GROUND 2#1 L1,L2 THWN-2 1#1 THWN-2 NEUTRAL 1 1/2"EMT CONDUIT PV SYSTEM DISCONNECT FUSED RATED FOR 100A 2 1#1 THWN-2 NEUTRAL 1 1/2"EMT CONDUIT 1 3 AC LOAD CENTER RATED 100A PV INTERCONNECTION POINT-SUPPLY SIDE 5 UTILITY ELECTRICAL SERVICE DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ANTHONY ZIGER ONE LINE RISER DIAGRAM ISSUED FOR PERMIT 10DATE21 KC JG ENGIPARTNERS LLC ,,,,,,,,,,,,,,, signed by TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC ,`"�p,.DDx2q�E�., PROJECT ADDRESS: C.A.32661 =,%.: �edsF.?so Rafael A 12221 N US HIGHWAY 301 v T I T A N 1 REV-UPDATED LAYOUT WITH(64)HANWHA QCELL 3955 UPDATED 02-04-202 AV AW 255 GIRALDA AVE = e3�oq )Date- Soto 10800 CARLTON RD FORT CORAL GABLES,FL 33134 = r- THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE ;Date: 9+.,; t.;•,x; S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE DESIGN@ENGIPARTNERS.COM o?SsoNA E�G�p`` 2022.02.05 ( 813)982-9001 PARCEL NUMBER: TSP99823 DATE: SHEETS: 833-888-3644 -05'00' #EC13008093 4210-323-0006-000-1 10-02-2021 3 OF 9 WARNING LABEL LOCATION: INVERTER#1 INVERTER#2 LABEL LOCATION: AC DISCONNECT, WARNING DUAL POWER SOURCE LABEL LOCATION: JINERT ATION: POINT OF ELECTRICAL SHOCK HAZARD POINT OF INTERCONNECTION • •' • 240 V • OPERATING 240 V INVERTER SECOND SOURCE IS PHOTOVOLTAIC SYSTEM INTERCONNECTION PER CODE:NEC 690.13(B) NOMINALOPERATING • 60 HZ PER CODE:NEC 690.52 • OPERATING • 60 HZ :NEC 690.52 PER CODE:NEC 705.12(B)(3) TERMINALS ON BOTH LINE AND POWER 11.4 KW POWER 6 KW LOAD SIDES MAY BE ENERGIZED 47.5 A 25 A IN THE OPEN POSITION MAX OVERCURRENT DEVICE RATING MAX OVERCURRENT DEVICE RATING •' ' •D "• • N/A •' ' •D "• • N/A 6WARNING POINT LOCATION: OF POWER SOURCE OUTPUT CONNECTION.DO NOT INTERCONNECTION LABEL LOCATION: RELOCATE THIS OVERCURRENT DEVICE PER CODE:NEC 0 WARNING AC DISCONNECT,MAIN PANEL 705.12(B)(2)(3)(b) PER CODE:NEC 110.27(C) LABEL LOCATION: CATION: TURN OFF PHOTOVOLTAIC OSHA1910.145(f)(7) • 480VDC INVERTER VOLTAGEMAXIMUM 480VDC INVER R AC DISCONNECT PRIOR TO MAXIMUM CIRCUIT CURRENTPER CODE:NEC 690.53 MAXIMUM CIRCUIT CURRENTPER C DE:NEC 690.53 LABEL LOCATION: WORKING INSIDE PANEL OCAUTION MAIN SERVICE PANEL MAX RATED OUTPUT CURRENT OF OUTPUT CURRENT OF PHOTOVOLTAIC SYSTEM CIRCUIT IS SUPPLY SIDE PER CODE:NEC 690.45(B)(5) THE CHARGE CONTROLLER OR • 15A • •• • •- • 15A _ LABEL LOCATION: CONVERTER CONVERTER • • AC DISCONNECT,MAIN PANEL (IF INSTALLED) (IF INSTALLED) • • PER CODE:NEC 690.56(C)(3) TURN RAPID SHUTDOWN LABEL LOCATION: LABEL POINT OFCATION: SWITCH TO THE"OFF" DO NOT DISCONNECT POSITION TO AC DISCONNECT SHUT DOWN PV SYSTEM • 72.5 A INTERCONNECTION AND REDUCE SHOCK PER CODE:NEC 690.54 HAZARD IN THE ARRAY. • •• • ,L40V PER CODE: NEC 690.33(E)(2)&NEC 690.15(C) LABEL LOCATION: LABEL LOCATION: PHOTOVOLTAIC AC DISCONNECT ■ • • • PER DISCONNECT POINT OF INTERCONNECTIOMAIN C AC NEC 690.13(B) CAUTION: SOLAR ELECTRIC SYSTEM EQUIPPED PER CODE:NEC 690.56(C) SYSTEM CONNECTED DISCONNECTWITH RAPID SYSTEM SYSTEM LABEL LOCATION:POINT OF INTERCONNECTION SHUTDOWN PER CODE:NEC 690.15,NEC 690.13(B) LABEL LOCATION:ADJACENT TO MAIN DISCONNECT WARNING: PHOTOVOLTAIC ' • �• POWER SOURCE S 0 L A R P O W E R TURN RAPID SHUTDOWN LABEL LOCATION: F L o R I D A SWITCH TO THE"OFF" .,....,a POSITION TO SHUT DOWN LABEL LOCATION: MAIN SERVICES DISCONNECT,DC CONDUIT 901 ARMSTRONC BLVD,KISSIMMEE,FL 34741 THE ENTIRE PV SYSTEM. AC DISCONNECT,MAIN PAN PER CODE:NEC 690.31 G 3 ( )O 1-855-SAY-SOLAR PER CODE:FFPC 7TH EDITI : 11.12.2.1.1.1.1 0 1 � PV SAFETY LABELS DATA N.T.S. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10-11-2021 K. JG ANTHONY ZIGER SAFETY LABELS ENGIPARTNERS LLC -, Digitallysigne TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC �,.�P.GONZq�FZ,, PROJECT ADDRESS: C.A.32661 P,Q`�:-�cENSF.:so', by Rafael A 12221 N US HIGHWAY 301 (& TITAN 1 REV-SE s000rl-usRCM INVERTER 02-04-202 AV Aw " =Gonzalez Soto 255 GIRALDA AVE :e: eaiaq 10800 CARLTON RD FORT CORAL GABLES,FL 33134 ' o- THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATES- _Date: E-2 p,,Q.; S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE <oato. ���,� 2022.02.05 DATE: SHEETS: DESIGN@ENGIPARTNERS.COM FSSpNALEN�`,,. (813)952-9001 PARCEL NUMBER: TSP99H23 14:54:45-05'00 4210-323-0006-000-1 10-02-2021 4 OF 9 833-888-3644 #EC13008093 LEGEND & SYMBOLS OBS ROOF OBSTRUCTIONS UL 1703 CERTIFIED ARRAY# MAX.DESIGN LOAD:83.54 psf � / MODULE# APPLIED WIND LOAD:-38.45 psf STRING # NOTES: PV MODULES Q.PEAK DUO -INSTALL MID CLAMPS BETWEEN BLK ML-G10+ 74.0" MODULES AND ENDS CLAMPS AT THE 395W END OF EACH ROW OF MODULES. TRUSSES OR RAFTERS -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE • ROOF MOUNTS & RAIL SPLICE. ROOF SLOPE 41.1" EXT. EXTERIOR PV MODULE WEIGHTED AVERAGE NORTH ROOF'S GENERAL NOTES: WORST CASE MODULE: 1-CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS N EXISTING ELECTRIC METER FOR PROPER INSTALLATION OF THE PV SYSTEM. ZONE 2e: 100% PV DISCONNECT 2-CONTRACTOR/INSTALLER TO NOTIFY THE OWNER PV STRING INVERTER d,PV STRING INVERTER#2 IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR 1.0045 38. REQUIRED TO INSTALL THE PV SYSTEM. - (1.00) --38.45 psf OBS A o FAA 3-FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE ULTIMATE WIND DESIGN WIND SPEED SPEED 154 mph INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. OBS 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY T CBS RISK CATEGORY II INSTALL AS PER MANUFACTURER STANDARDS. EXPOSURE CATEGORY B ROOF SLOPE(°) 8 ROOF INSPECTION NOTE: ROOF TYPE HIPPED PV MODULE IN LAYOUT IS CONSIDERED NON-EXPOSED AFTER MATERIAL ROOF TYPE ASPHALT SHINGLE COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON _ ASCE7-16: PRESSURE ZONE: 1&2 -NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF MEAN ROOF HEIGHT: 14.7 HEIGHT)AWAY FROM ROOF EDGE OR ANOTHER MODULE. PERIMETER WIDTH: 4.3 -NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM KD 0.85 ROOF EDGE OR ANOTHER MODULE. KZT 1.0 -INDIVIDUAL PV MODULE IS MORE THAN 1.5(MODULE LENGTH) KH 0.575 AWAY FROM CLOSEST EXPOSED EDGE VELOCITY PRESSURE(q)=0.60`0.00256`KHKZTKDV VELOCITY PRESSURE(ASD) 17.8 OBS INTERIOR EDGE EXTERIOR EDGE ARRAY EQUALIZATIO Al. - ., ASCE 7.16-29.4-7 FACTOR: FACTOR: DESIGNED WIND PRESSURES: YE=1.0 FACTOR:YE=1.5 10.8 "Ya= 4 3 1 , p = qh (GCp)(yE)( ya) EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.3 _ EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 1.8 64 EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.4 S - - - - - - - - - - - EXTERNAL PRESSURE COEFFICIENT Z3 0.7 -1.8 L INTERNAL PRESSURE COEFFICIENT 0.18 �' } I } I } ";'Z} L 0.$ ZONES PRESSURES INTERIOR EXTERIOR MAX MAX r-io�" 0.6 (PSF) PRESSURES PR(PSF) ES SPAN CANTI- (FT) LEVER(I ) 16 SOLARMODILLE ROOF MOUNTS WOOD TRUSSES/RAFTERS ARRAYA CL LPL 1 -26.34 -18.51 -27.77 4' 16" -TVP.SEE D-1 LOCATED AT CENTER LOCATION-INSTALLER TILT =a° H=,92°IS) OFROOF TRUSS-TYP. MUST VERIFY IN FIELD AZIMUT H-S ra O G-4 2e -35.23 -25.63 -38.45 2' 8" *' 2r 45.91 34.18 51.26 4' 16" L 0.2 3 35.23 -25.63 -38.45 2' 8" 3 TOTAL ROOF AREA 1977.71 s ft r q 1L TOTAL MODULES: 64 1 10 100 1000 TOTAL PHOTOVOLTAIC AREA: 1352.32 sq.-ft Effective Wind Area W TOTAL PERCENTAGE AREA OF PV SYSTEM: 68.378074% + WIND LOAD(PSF): -38.45 TOTAL WIND LOAD(LBS): -51,996.70 TOTAL ROOF MOUNTS: 238 TENSION FORCE PER MOUNT(LES): -218.47 ,� STRUCTURAL ROOF PLAN & PV MODULES LAYOUT N.T.S. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT ,o-„-zoz, Ke JG ENGIPARTNERS LLC TITAN SOLAR POWER FL ANTHONY ZIGER STRUCTURAL PLAN REV DESCRIPTION DATE CAD QC ."""coxzq"" Digitallysigned PROJECTADORESS: C.A.32661 by Raf 07 "S�EHSeE1� ael A 12221 N US HIGHWAY 301 T I T A N REV-UPDATED LAVOU7 WITH(64)HANWHA OCELL 395s UPDATED -04-2022 AV AW 255 GIRALDA AVE amoa ' =Gonzalez Soto 10800 CARLTON RD FORT CORAL GABLES,FL 33134 `' � �/�Q'= THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: srnre�/-,' ;Date: S 0 L A R P O W E R 2022.02.05 S-1 ENG.RAFAEL A.GONZALEZ SOTQ PE DESIGN@ENGIPARTNERS.COM "'�•,;FsBipyp�Ee6?,.� (813)982-9001 TSP99823 14:55:33-05'00' PARCEL NUMBER: DATE: O 2E2D21 SHEETS: 833-888-3644 #EC13008093 4210-323-0006-000-1 5 OF 9 Lesuppo PLSnte ema ��asuppo FLsya!!1X ��esulppo )!esuppo neyste 0-A ..... 01 0 0 W, a Yeti Clamp onveofo La ..........epmrE.... we gm gAt0 _20,0 Mechanical Properties Nov CrossRail Mid Clamp Splice Foot X Sectional Properties !mill Z I ...........I .xlcs mgs -I meeemae-mmm.eamm x.. Technical Data a Units:[.m]In a [4216,401 ia� —1�—'* i I d 11,111,111nd111 1�dmxasmum Tathr­l D­ d= Technical Date mAl a.. emptlue lmme4u 1g 11— UL2703­dS,11­1F,­d%.d"9 F­� LAG BOLT FLASHING LAG BOLT PULL OUT CALCULATIONS EXIST.2X WD. Spruce,Pine, Per inch Thread Depth 2661bs CROSSRAIL YETI END CLAMP TRUSSES OR SS Lag Bolt 5/16"x 4" 1 Min.Thread Depth 0'-3" RAFTERS I Wood Strength x Thread Depth=Pull Out Strength ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE 266 lbs.x 3 in=798 lbs. I I Allowable Pull Out Strength per Lag Bolt 798 lbs. Max.Pull Out Strength Required per Lag Bolt 218.47 PLACE BOLT Lag Bolt Pull Out Strength Safety Factor 3.65 AT C.L.OF TRUSS OR EQ. E144 RAFTER A 1/4"SS 18-8 BOLT SECTION "A-A" K2 SYSTEM 44-X Portrait 72-Cell 1/4"SS SERRATED FLANGE NU N.T.S. Ground Exposure Panel Angle Wind Speed 160 mph K2 SYSTEMS Snow Load Category Roof Zone 1 1 2e 2r 2n 3e 3r CROSS RAIL Array Interior 58 58 58 47 47 47 43 0 PSf B 7 to 20 Array Edge 47 47 47 38 38 38 35 Lag pull-out(withdrawal)capacities(lbs)in typical roof 2X4 RAFTERS 24"O.C. —DISTRIBUTED LOAD CALCULATIONS Lag Screw Installation Guidelines lumber(ASD) SPLICE FOOT 1. Determine location for the Mount on roof by drilling STAINLESS STEEL Lag screw specifications SEE DATA SHEET ABOVE PV MODULES&RACKING WEIGHT=(INDIVIDUAL MODULE WEIGHT through the center of truss from bottom with 5/32"drill bit. ASPHALT +3.5 LBS)*(MODULE QTY) 2.00L�S (34L7—3,328.00 LBS . Mark mounting holes for Mount on underlayment. specific 51,,"shaft, SHINGLES Mounting holes should be centered on the triti.e.s. 15/64" PER SQUARE FEET(PSF)ARRAY LOAD=PV MODULES&RACKING 3.Drill 4.Apply seal pilot hole. gravity per inch thread depth ant to bottom of Mount. NOTE: 5/16"SS LAG BOLT WEIGHT I TOTAL ARRAY AREA=3,328.00 LBS 11352.32-SQFT 5.Place Mount over roof underlayment with holes in roof. Douglas Fir,Larch 0.50 266 SEAL BASE MOUNT TO EXISTING 5/16"SS FENDER WASHER 6.Apply sealant to bottom of Mount,apply sealant to lag s—and fastein Mount securely to trusses. Douglas Fir,South 0.46 235 ROOF UNDERILAYMENT WITH ROOF HENCE,ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM 7.Apply additional sealant to top assembly to be sure all SEALANT AND MEMBRANE LOAD penetrations am sealed. Engelman Spruce,Lodgepole Pine 0.46 235 (MSR 1650 If&higher) SEALANT ASCE 7-16—fty Preaaara Notes:(1)Thread must be embedded in the side grain of a Trusses or other structural x�xaHem,Fir,Redwood(close grain) 0.43 212 _0 member integral with the building structure. (10 = 2) Lag Bolts must be located in the middle third of the structural member. Hem,Fir(North) 0.46 235 -1- �1C (3) (3 These values are not valid for wet services. I a(4) This table does not include shear capacities.If necessary,contact a local engineer to --Phi.— Southern Pine 0.55 307 specify Kd=­­..­1�1­ = pe lag bolt size with regard to shear forces. ,=__,�(.o)rmm ASCI 116—p.—­­a.­.d­m>pa m (5) Install lag bolts with head ad washer flush to surface(no gap).Do nor over-torque. 2020 FBC. Spruce,Pine,Fir 0.42 205 (6) Withdrawal design values for lag screw connections shall be multiplied by applicable —­.P, h­9­­0 Im 14 ft—1.pi-g SHINGLE ROOF MOUNT DETAIL & DATA adjustment factors if necessary.See table 10.3.1 in the American Wood Council N DS .....�Ih.­ Spruce,Pine,Fir for Wood Construction. (E of 2 million psi and higher grades of MISR and MEL) 0.50 261 U'l IdId, ma P,—4,7fl�— Sources:American Wood Council,NDS 2005,Table 11.2A,11.3A. DOCUMENT CONTROL DATE CAD QC J ENGINEER CONTACT INFORMATION ENGINEERIMMI&II9 CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME ISSUED FOR PERMIT 10-11-2021 KC JG ENGIPARTNERS LLC I ............r... signed by TITAN SOLAR POWER FL ANTHONYZIGE PROJECT REV DESCRIPTION DATE CAD QC Rafael A RACKING PLAN ,$, .,�5Ci,, C A.32661 12221 N US HIGHWAY 301 REV-UPDATED LAYOUT WITH(64)HANWHA QCELL 395s UPDATED 02-04-202, AV AW 255 Gl'RALDA AVE Gonzalez Soto 10800 CARLTON RD FORT CORAL GABLES,FL 33134 TATE Date: THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: # TITAN S 0 L A R P 0 W E R -P, I ENG.RAFAEL A.GONZALEZ SOTO,PE DESIGN@ENGIPARTNERS.COM 2022.02.05 (813)982-9001 TSP99823 S-2 ......... 14:55:58 PARCEL NUMBER: DATE: SHEETS: 833-888-3644 -05'00' #EC13008093 4210-323-0006-000-1 10-02-2021 6 OF powered by MECHANICAL SPECIFICATION Format 74.Oin x 41.1in x 1.26 in(including frame) (1879mm x 1045mm x 32mm) 24.o m 42.8'(Ddel(1088 mm) ss.a•t3es.s mm) Weight 48.5 Ilea(22.0kg) Front Cover 0.13in(3.2mm)thermally pre-stressed glass with - i49.r(3zs9mm) , anti-reflection technology 4,ampnam9 wlm,oD.La•(4.amm) Pmme Back Cover Composite film 39.2.R...) Frame Black anodized aluminum Cell 6 x 22 monocrystalline G ANTUM solar half cells ® 4=.1-dur-m) Junction Box 2.09-3.98in x 1.26-2.36in x 0.59-0.71in (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes ebe1� :49.2•lu50mm) Cable 4mm2 Solar cab le;(+)>_49.2 in(1250 ni(-)>_49.2 in(1250 mm) 3.o,.I,"9°role a.Nnuml,p slot(DEraL A) _ Connector Staubli MC4;IP68 III �11�1.28'132 mm) -AILA 8.83'O-) II II i� 0.98•(24-)T TD.33'I9.5 mm) . • ■ , ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 MINI MUM PERFORMANCE AT STANDARD TEST CON DITIONS,STC=(POWER TOLERANCE+5W/-0 W) Power at MPP' PMPP [W] 385 390 395 400 405 . E Short Circuit Current' lec [A] 11.04 11.07 11.10 11.14 11.17 �YR ® E Open Circuit Voltage' Voc [V] 45.19 45.23 45.27 45.30 45.34 • • (� •c Current at MPP IMPP [A] 10.59 10.65 10.71 10.77 10.83 TOP BRAND PV / ' Voltage at MPP VMpp [V] 36.36 36.62 36.88 37.13 37.39 ROPE Efficiency' (I [%] >_19.6 >_19.9 >_20.1 >_20.4 >_20.6 Z OZ 1 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Warranty O CELLS Power at MPP PMPP [W] 288.8 292.6 296.3 300.1 303.8 Product&Performance Yield Security E Short Circuit Current ix [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Voc IV] 42.62 42.65 42.69 42.72 42.76 E J� BREAKING THE 20%EFFICIENCY BARRIER Current at MPP IMPP [A] 8.35 8.41 8.46 8.51 8.57 /nl II Q.ANTUM DUO Z Technology with zero gap cell layout Voltage at MPP VMPP IV] 34.59 34.81 35.03 35.25 35.46 1wLu1 boosts module efficiency up to 20.9%. 'Measurement tolerances Pmpp±3%;Isc;V�±5%at STC:1000 W/m2,25±2°C,AM 1.5 according to IEC 60904-3.2800 W/m2,NMO 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY =e4 _� --T-----r ---- o x B0Iiii At least 98%of nominal power duringD2Q CELLS is the first solar module manufacturer to ass the most com rehen- ""mg'p p w w first year.Thereafter max.0.5%sive ualit ro ramme in the industr The new"Qualit Controlled PV"of LL o degradation per year.Atleast93.5% Z5 wo _ quality 9 Y Y of nominal power up to 10 years.At LL the independent certification institute TOV Rheinland. >i east86%of nominal oweru to w f =0 25 ears. F sa __ I j a Y r-----r-----r----ti-----, z °z 5 I I I I INNOVATIVE ALL-WEATHER TECHNOLOGY ° ., All data within measurement toleranc- I � as.Full warranties in accordance with '° ' Optimal yields,whatever the weather with excellent a =� 400 wa C-J the warranty terms of the Q CELLS f �IRRADIANCE IW/mTJ� low-light and temperature behavior. o „ sales organisation of your respective R o ° ,° z° country. ° = vECRs Typical module performance under low irradiance conditions in o _ ENDURING HIGH PERFORMANCE e �P� enf� "1 p� pt4l comparison to STC conditions(25°Q1000W/m2) n Long-term geld security with Anti LID Technology,Anti PID m � g- Y Y gY> TEMPERATURE COEFFICIENTS Technology',Hot-Spot Protect and Traceable Quality Tra.QTm. 9 Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of Voc Temperature Coefficient of PMpp y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) EXTREME WEATHER RATING o High-tech aluminum alloy frame,certified for PROPERTIES FOR SYSTEM DESIGN ° high snow(5400 Pa)and wind loads(4000 Pa). w Maximum System Voltage ysys IV] 1000(IEC)/1000(UL) PV module classification Class II o a A RELIABLE INVESTMENT Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 61730 TYPE 2 m 11�� Max.Design Load,Push/PUII3 [Ibs/ft2] 75(3600 Pa)/55(2660 Pa) Permitted Module Temperature -40'Fupto+185°F a Inclusive 25-year product warranty and 25-year on Continuous Duty (-40°C up to+85°C) \l f linear performancewarranty2. Max.Test Load,Push/Pul13 [Ibs/ft2] 113(540OPa)/84(4000Pa) 3See Installation Manual 'APTtest conditions according to IEC/TS 62804-1:2015,method A(-1500V,96h) QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION 2 See data sheet on rear for further information. UL Quality CElledP -Tant, r�/N ,cfUl rV�l Ib s3 0 n Duality Controlled PV-TOVRheinland, l�V�"J •lVW�-1 LEI ,-1 0�-0-1 4tiHCl y IEC 61215:2016,IEC 61730:2016, H THE IDEAL SOLUTION FOR: U.s.Patent No.9,893,215(so larcens), 01, Horizontal 76.4in 43.3in 48.0in 1656lbs 24 24 32 o DCPV Certification ongoing. CUS packaging 1940 mm 1100mm 1220mm 751kg pallets pallets modules 1. Rooftop arrays on uL6173° ID 111122D277 m residential buildings Note:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of Ms product. CEUS Hanwha 0 CELLS America Inc. 1 Englll@21'13d In CiAffl'18ny 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1949 748 59 96 1EMAtlinquiry@us.q-cells.comlWEBwww.q-cells.us DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10-11-2021 KC JG ENGIPARTNERS LLC ANTHONY ZIGER PV MODULES DATA SHEET """' Digitallysigne TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC P,GONZq�FZ.,, PROJECT ADDRESS: C.A.32661 ;'Pe``:��:cENsF•.:so•.;by Rafael A 12221 N US HIGHWAY 301 1 REV-UPDATED LAYOUT WITH(64)HANWHA OCELL 395s 02-04-202 AV AW 255 GI RALDA AVE c* /"�', 4 ,:Gonzalez Soto % TITAN 10800 CARLTON RD FORT CORAL GABLES,FL 33134 ! o- THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE °Date: D-1 2022.O2.OS S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE DESIGN@ENGIPARTNERS.COM �''o�SS/pNALEHG\`�, (813)982-9001 TSP99823 14:56:05-05.0 PARCEL NUMBER: DATE: SHEETS: 833-888-3644 #EC13008093 4210-323-0006-000-1 10-02-2021 7 OF 9 / Power Optimizer MV For North America Power Optimizer P320 / P340 / P370 / P400 / P401 / P405 / P485 P505 O P340 P370 P401 For North America Optimizer .. 72& (for high- for high- (for higher (typical module F(for6� .. 60 and 72- 96-cell .0 voltage voltage current P320 / P340 / P370 / P400 / P401 / P405 / P485 P505compatibility) modules) 60-cell cell.. modules) .. .. .. .. mINPUT Rated Input DC Power"' 320 350 370 400 405 1 485 505 W Absolute Maximum Input Voltage 48 60 80 60 1250 830 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-60 8-80 8-60 12.5-105 12.5-83 Vdc O Maximum Short Circuit Current 11 11.02 11 10.1 11.75 11 14 Adc (Isc) Maximum DC Input Current 13.75 12.5 14.65 12.5 17.5 Adc 25 Maximum Efficiency 99.5 % Weighted Efficiency 98.8 98.6 % YEAR Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1±0.1 Vdc STANDARD COMPLIANCE N EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 Material UL94 V-0,UV Resistant ROHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System 1000 Vdc Voltage Compatible inverters All SolarEdge Single Phase and Three Phase inverters 129x153x33.5 129x153x29.5 129x162x59 MITIDimensions(WxLxH) 129x153x27.5/5.1x6x1.1 /5.1x6x1.3 /5.1x6x1.16 129x159x49.5/5.1x6.3x1.9 /5.1x6.4x2.3 /in Weight(including cables) 630/1.4 750/1.7 655/1.5 845/1.9 1064/2.3 gr/lb Input Connector MC401 Single or dual MC4131 MC413u4) Input Wire Length 0.16/0.52 0.16 or 0.9 s 0.16/0.52 m/ft /0.52 or 2.95 Output Wire Type/Connector Double Insulated/MC4 Output Wire Length 0.9/2.95 1.2/3.9 m/ft PV power optimization at the module-level Operating Temperature Range"' -40 to+85/-40 to+185 'C/'F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % / Specifically designed to work with SolarEdge / Fast installation with a single bolt (1)Rated power of the module at STC will not exceed the optimizer'Rated Input DC Power".Modules with up to+5%power tolerance are allowed (2)NEC 2017 requires max inputvoltage be not more than 80V inverters (3)For other connector types please contact SolarEdge / Next generation maintenance with module- (4)For dual version for parallel connection of two modules use P485-4NMDMRM.In the case of an odd number of PV modules in one string,installing one P485 dual version power optimizer connected to g one PV module.When connecting a single module seal the unused input connectors with the supplied pair of seals / Up to 25°/D more energy level monitoring (5j Longer inputs wire length are availablefor use.For 0.9m input wire length order P401- Ifxxx (6j For ambient temperature above+85°C/+1850F power de-rating is applied.Refer to Power Optimizers Temperature De-Rating Technical Note for more details / Superior efficiency (99.5%) / Meets NEC requirements for arc fault DesignPV System Single Phase protection (AFCI) and Photovoltaic Rapid ..- :Three• / Mitigates all types of module mismatch losses, Shutdown System PVRSS • P320,P340,P370, y ( ) Minimum String Length P400 01 P4 8 10 18 from manufacturing tolerance to partial (Power Optimizers) P405,P401 P505 6 a 1a shading / Module-level voltage shutdown for installer Maximum String Length(Power Optimizers) 25 25 500) and firefighter safety 5700(6000 with / Flexible system design for maximum space Maximum Power per String SE7600-US-SE11400- 5250 60000o) 1275011I W US) utilization Parallel Strings of Different Lengths or Orientations I Yes (7)For detailed string sizing information refer to:http://ww .olaredge.com/sites/default/files/string-sizing_na.pdf (8)It is not allowed to mix P405/P485/P505 with P320/P340/P370/P400/P401 in one string (9)A string with more than 30 optimizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement (10)For 208V grid:it is allowed to install up to 6,500W per string when the maximum power difference between each string is 1,000W (11)For 277/480V grid:it is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W solaredge.com solar=e ®SolarEdge Technologies Ltd.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All other trademarks mentioned here ar tra ena ks of their sp ate' B/2 1 -0 - ° u Intertek DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10-11.2021 IC JG ENGIPARTNERS LLC „,,,,,,,,,,,,, Iglta y TITAN SOLAR POWER FL ANTHONYZIGER SMART MONITORING DATA SHEET REV DESCRIPTION DATE CAD QC �,a P.GON24/o",,, signed by PROJECTADDRESS: C.A.32661 ;:�P��: .....Felo TITAN cj. e' 12221 N US HIGHWAY 301 1 REV-UPDATED LAYOUT WITH(64)P6050PTIMIZERS 02-04-2022 AV Aw ,:; ;Rafael A 255 GIRALDA AVE -e: e3ioa���yy// - 10800 CARLTON RD FORT CORAL GABLES,FL 33134 =* ��% a'rY'*-Gonzalez Sot THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE?Q Date: S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE p-2 DESIGN ENGIPARTNERS.COM 813 982-9001 pp e° NALENG�sc 2022.02.05 ( ) PARCEL NUMBER: TSP99(JZ3 „ rnrrr DATE: SHEETS: 833-888-3644 14:56:13-05'0 ' #EC13008093 4210-323-0006-000-1 10-02-2021 8 OF 9 _ "; Single Phase Inverter Single Phase Inverterwith HD-Wave TeChnOlogy for North America SE3000H_US / SE3800H_US / SE5000H_US SE6000H_US/C SE760OH—US / SE1000OH—US / SE11400H—US with HD-Wave Technology MODEL NUMBER E1000OH-US SE1140OH-US for North America WITH PART NUMBER . SE3000H—US / SE380OH—US / SE5000H—US SE6000H—US OUTPUT S E760O H—U S / S E 10000 H—U S / S E 1140O H—U S Rated AG Power Output 3°°° 3800 @ 208V 000 60°0 @ 240V 7600 °°°° 114°0 @ 208V VA 330°@ 208V 5000 @ 208V 10000 CCD 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7500 10000 11400 @ 240V VA r//1 2 2 51 M 3300 0 208V 5000 0 208V 10000 @ 208V AC Output Voltage Mln.-Nnm.-Max. ✓ ✓ ✓ ✓ ,i ✓ ✓ Vac EA (211--240-264) O A 2C8t Voltage Min.-Nom.-Max. _ _ ✓ _ - ✓ Vac (183 83-208-229) 'LwA,Y,R.—RA vi AC Frequency(Nominal) 59.3-60-60.50) Hz ® O Maxim Current @240Vum Continuous Output 1'2.5 16 r21 25 32 42 47.5 A Maximum Continuous Output 16 - 24 - - 48.5 A Current @208V O 9 Power Factor Adjustable-0.85 to .85 O © GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT solar3=[' . 'i^w solarZ—=z l,_,, Maximum DC Power 0240V 4650 5900 7750 9300 11800 15500 17650 W ® 0 0 O Maximum DC Power 9208V - 51CD - 7750 15500 W _ s 2 Transformer-less,Ungrounded Yes O O Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 38C 40C Vdc O — O Maximum Input Current @240VIzl 8.5 10.5 13.5 16.5 20 27 30.5 Adc - Maximum Input Current 0208VIII 9 13.5 27 Adc Max.I n put S hart Circuit Current 45 Adc p q ® Reverse-Polarity Protection Yes W Ground-Fault Isolation Detection 600hQSensltivlTy Maximum Inverter Efficiency 99 9 .2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption W Optimized installation with HD—Wave technology of For other regional settings please contact Solar Edge support 0 A higher current source may be used,the inverter will limit it,input current to the values stated Specifically designed to work with power optimizers / Ul741 SA certified,for Cl Rule 21 grid compliance Record-breaking 99%weighted efficiency / Small,lightweight,and easy to install both outdoors or indoors Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp Built-in module-level monitoring / Fixed voltage inverter for longer strings / Optional: Faster installations with built-in consumption metering (1%accuracy)and production revenue grade Integrated arc fault protection and rapid metering (0.5%accuracy,ANSI C12.20) shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 solaredge.com solar=@@ DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10-11.2021 KC JG ........ Digitally signe ANTHONY Z GER INVERTER DATA SHEET ENGIPARTNERS LLC "P GGNZq F:, TITAN SOLAR POWER FL PROJECTADDRESS: REV DESCRIPTION DATE CAD QC ``�sx:."c'ENs"Zs�'g b RafaelA C.A.32661 ¢Q':•J e o y 12221 N US HIGHWAY 301 * TITAN 255 GIRALDA AVE =rP,�:/����esio4 ` :GOrlZdleZ Soto 10800 CARLTON RD FORT CORAL GABLES,FL 33134 *�:,7PsTATE THONOTASASSA,FL 33592 PIERCE FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE: ;Date: S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTQ PE DESIGN@ENGIPARTNERS.COM '%9oF:60RIo.?:Gs, ,; 2022.02.05 813)982-9001 0o D-3 ° 833-888-3644 ,�Ss/ONAL EN�.` PARCEL NUMBER: TSP99HZJ DATE: SHEETS: 14:56:21-05'0 #EC13008093 4210-323-0006-000-1 10-02-2021 9 OF 9