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HomeMy WebLinkAboutTSP65700 ADAM BOOKSPAN 02 24 2021 plans stamp 2 25 2021PROJECT DESCRIPTION 2 .LOCATION MAP /WIND ZONES N.T.S. 3 IRRADIANCE MAP N.T.S. 4 3D RENDERING N.T.S. DOCUMENTCONTROL ISSUED FOR PERMIT REV DESCRIPTION ROOF PLAN VIEW / BOS LOCATION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A.32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 N.T.S. ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: ADAM BOOKSPAN SHEET NAME: TITAN SOLAR POWER FL PROJECT ADDRESS 6147 ARLINGTON WAY Digitally signed ENSE :?o., by Rafael A 12221 N US HIGHWAY 301 =Gonzalez Soto 83 THONOTASASSA, FL 33592 *TITAN FORT PIERCE, FL 34951 PROJECT ID: AT =Date: S 0 L A R P 0 W E R 2021.02.25 (813) 982 -9001 TSP65700 PARCEL NUMBER: 05:40:15-05'00' " 1312-501-0102-000-4 #EC13008093 SYSTEM CAPACITY: 13.845 KW DC / 11.4 KW AC PV PANELS: (39) LG NeON 2 3551\1145 BY LG OPTIMIZERS: (39) P370 BY SOLAR EDGE INVERTER: (1) SE1140OH-US BY SOLAR EDGE RACKING SYSTEM: CROSS RAIL 48-XL BY EVEREST PROJECT INFORMATION PROJECT LATITUDE 27.536248 MIN AMBIENT TEMP 3 ° C PROJECT LONGITUDE-80.385727 MAX AMBIENT TEMP 34 ' C WIND EXPOSURE B AHJ SAINT LUCIE MAX WIND SPEED 158 MPH DRAWINGS INDEX E-1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURAL PLAN S-2 RACKING PLAN D-1 PV MODULES DATA SHEET GENERAL NOTES PER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. APPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, NEW ELECTRICAL CODE, NFPA 70 AND NEC 2017. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A 7° TO A MAXIMUM 27° (2/12 TO A MAXIMUM 6/12 PITCH ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0" MEAN ROOF HEIGHT. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IT IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH EDITION OR LOCAL GOVERNING CODE. ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL 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 RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL 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 PAGE FOR MORE INFORMATION. RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING MANUFACTURERS INSTRUCTION SPEC'S, INCLUDING ALL GROUNDING WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL CONTINUITY. MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING 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. COVER SHEET ENGINEER OF RECORD: SHEET TITLE: C-1 ENG. RAFAEL A. GONZALEZ SOTO, PE DATE: A2-2021 SHEETS: 1 OF 9 "PROPERTY SIDE FACING STREET" EXISTING ELECTRICAL METER PV DISCONNECT PV STRING INVERTER #1 � SAFETY PLAN N.T.S. 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 URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO *TITAN S 0 L A R P O W E R CUSTOMER: ADAM BOOKSPAN SHEET NAME: SAFETY PLAN ISSUED FOR PERMIT 02.23.21 LB JG ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 Digitally signe, :``�`P:1LirrsA�EZ"'. IJ Rafael A : 4°': U e o' y -,Gonzalez Soto `*'�,J/"ST�*` Date: ='90': <ORLo.4: �� 2021.O2.2S ''o,,ssSioNA�E�6,,S 05:40:26 -OS'0 TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 '813, 982 -9001 #EC13008093 REV DESCRIPTION DATE CAD QC PROJECT ADDRESS: 6147 ARLINGTON WAY FORT PIERCE, FL 34951 PROJECT ID: TSP65700 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: C-2 lr PARCEL NUMBER: 1312-501-0102-000-4 DATE: 02-22-2021 SHEETS: 2 OF 9 WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE, LOCATION & INFO. WIRE 125% OF AMPACITY CALCULATIONS WIRE DE -RATED CALCULATION ADDITIONAL INFORMATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDUIT WIRE TAG QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION ABOVE ROOF CURRENT OUTPUT OCPD WIRE AMBIENT # OF FINAL DIST. VOLTAGE DROP /o o 0 FILL /o 2 #10 AWG PV WIRE N/A 1 #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" CURRRENT RATING TEMP COND. AMPACITY DC BEFORE JB 15A 18.8A 20A 40A X 0.76 X 1 = 30.4 A 10 FT. 350V 0.11% 6.4% DC (AFTER JB) (6) #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) #6 AWG THWN-2 (1)#6AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 47.5A 59.375A 60A 75A X 0.76 X 1 = 57.0 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 1 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 PV RAILS TO BE BONDED WITH #8 BARE WIRE STRING #3 A3.1 A3.2 A3.3 A3.4 A3.5 B3.6 B3.7 B3.8 B3.9 B3.110 B3.11 B3.112F3113 [,IF_ � ONE LINE RISER DIAGRAM N.T.S. LEGEND: 10 4 2 --- �3 �6 8 UNFUSED OA GOA JB uo NEMA3P-"-L --------------- or, 91 40A 1 #6 THWN-2 GROUND EXISTING UNDERGROUND SERVICE 240V/120V 200A BUS BAR 3 #2/0 THWN-2 INVERTER TOTAL OUTPUT: 47.5A SAFETY RATING (125%): 59.37A TOTAL PV SYSTEM OCPD: 60A MAIN BREAKER RATING: 150A I BUS BAR RATING: 200A 120% BACKFEED RATING: 90A MAIN PANEL TO BE DERATED FROM 200A TO 150A. ELECTRICAL CONTRACTOR ASSUMES ALL RESPONSIBILITY PERTAINING THE CHANGE. 1 (39) LG NeON 2 3551\1145 BY LG [2] 2#10 PV WIRE 1 #8 BARE WIRE GROUND L3 NEMA3R JUNCTION BOX -REFER TO D-1 SHEET 3/4" EMT CONDUIT 4 6 #10 THWN-2 1 #8 THWN-2 GROUND 5 SE1140OH-US BY SOLAREDGE (� 2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND REFER TO D-3 SHEET v 1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT 3/4" EMT CONDUIT 7 PV SYSTEM DISCONNECT $ 2 #6 L1,L2 THWN-2 1 #6 THWN-2 NEUTRAL �9 PV INTERCONNECTION POINT 3/4" EMT CONDUIT 10 EXISTING INTERIOR PANEL RATED 200 AMP 11 # D [12 UTILITY ELECTRICAL SERVICE 1 #6 THWN 2 NEUTRAL 1 4TEMT CONDUIT DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO %TITAN CUSTOMER: ADAM BOOKSPAN PROJECT ADDRESS: 6147 ARLINGTON WAY SHEET NAME: ONE LINE RISER DIAGRAM ISSUED FOR PERMIT 0DATE1 LB JG ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE Digitally l signed °P GamzA F .,, 9 y 9 ?ee�: '�'c114:rso �. by Rafael A TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 REV DESCRIPTION DATE CAD QC CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM -*yl�ryo��4 * _Gonzalez Soto S' ;� 57a7E ' Date: 90'..:<'ale,- 2021.02.25 THONOTASASSA, FL 33592 (813)982-9001 S O L A R P O W E R FORT PIERCE, FL 34951 PROJECT ID: TSP65700 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: F `-1 PARCEL NUMBER: DATE: SHEETS: 833 - 888 - 3644 05:40:35-05'00' """" #EC13008093 1312-501-0102-000-4 o2-zz-zoz� (t 3 OF 9 A WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 0 WARNING I TURN OFF PHOTVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION, TO SHUTDOWN CONDUCTORS OUTSIDE THE ARRAY. CONDUCTORS WITHIN ARRAY REMAIN ENERGIZED IN SUNLIGHT LABEL LOCATION: AC DISCONNECT, POINT OF INTERCONNECTION PER CODE: NEC 690.13 (B) LABEL LOCATION: AC DISCONNECT, MAIN PANEL PER CODE: NEC 110.27 (C) OSHA 1910.145(f)(7) LABEL LOCATION: AC DISCONNECT, MAIN PANEL PER CODE: NEC 690.56(C)(3) LABEL LOCATION: AC DISCONNECT POINT OF INTERCONNECTION PER CODE: NEC 690.56(C) ,� PV SAFETY LABELS DATA N.T.S. INVERTER #1 LABEL LOCATION: MAIN SERVICES DISCONNECT, DC CONDUIT PER CODE: NEC 690.31 (G) (3) LABEL LOCATION: INVERTER PER CODE: NEC 690.52 LABEL LOCATION: INVERTER PER CODE: NEC 690.53 LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.54 LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.13 (B) WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM OWARNING POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE OCAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 705.12 (B)(3) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 705.12(B)(2)(3)(b) LABEL LOCATION: MAIN SERVICE PANEL PER CODE: NEC 690.45(B)(5) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 690.33(E)(2) & NEC 690.15 (C) CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 690.15, NEC 690.13(B) DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO T I T A N S 0 L A R P 0 W E R CUSTOMER: ADAM BOOKSPAN SHEET NAME: SAFETY LABELS ISSUED FOR PERMIT 02.23.21 LB JG ENGIPARTNERS LLC ,.�""""""'�,,, Digitally signed GONZA C.A. 32661 ;`ec``�.�icErvsFerro's, by Rafael A 255 GIRALDA AVE a3 04 Gonzalez Soto CORAL GABLES, FL 33134 `+�%jam+ = STATE . o =Date: DESIGN@ENGIPARTNERS.COM2021.02.25 ''oFSsiomn�E��O 05:40:45-05'00' 833 - 888 - 3644 TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 #EC13008093 REV DESCRIPTION DATE CAD QC PROJECT ADDRESS: 6147 ARLINGTON WAY FORT PIERCE, FL 34951 PROJECT ID: TSP65700 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: F `j `—` PARCEL NUMBER: 1312-501-0102-000-4 DATE: 02-22-2021 SHEETS: 4 OF 9 LC OF WOOD LOC ML A TIL' AZI WEIGHTED AVERAGE WORST CASE MODULE: ZONE 2r: 32% ZONE 3r: 68% 50.20 (0.32) + 70.81 (0.68) = 64.21 psf I ROOF'S GENERAL NOTES: I I- -A I IN- I V 111- I IYLL I V V L NII I IN-1 CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. 2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR REQUIRED TO INSTALL THE PV SYSTEM. 3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO INSTALL AS PER MANUFACTURER STANDARDS. "PROPERTY SIDE FACING STREET" STRUCTURAL ROOF PLAN & PV MODULES LAYOUT DOCUMENT CONTROL ISSUED FOR PERMIT REV I DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A.32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGI PARTN ERS.COM 833 - 888 - 3644 N.T.S. ENGINEERING STAMP by signed b Rafael A y c°f Rsioq : Gonzalez Soto *' :v s, = Date: cc 2021.02.25 05:40:54-05-00- ELECTRIC METER NNECT G INVERTER #1 TILT=23o AZIMUTH= 136o (SE) 111 ril ROOF TYPE GABLED PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT: 14.8 KID 0.85 KZT 1 KH 0.575 VELOCITY PRESSURE q = 0.60*0.00256* KHKzTKDV VELOCITY PRESSURE (ASD) 18.73 EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.5 1 EXTERNAL PRESSURE COEFFICIENT Z3r 0.7 -3.6 INTERNAL PRESSURE COEFFICIENT 0.18 ZONES PRESSURES MAX. MAX. (PSF) SPAN (FT) CANTILEVER (IN) 1 -31.47 4' 16" 2e -31.47 2' 8.. 2n -50.20 2' 8" 2r -50.20 2' 8" 3e -50.20 2' 8" 3r .70.81 2' 8" TOTAL ROOF AREA 2,894.24 s .-ft TOTAL MODULES: 39 TOTAL PHOTOVOLTAIC AREA: 719.12 s .-ft WIND LOAD (PSF): 64.21 TOTAL WIND LOAD LBS : 46,178.14 TOTAL ROOF MOUNTS: 111 TENSION FORCE PER MOUNT LBS : 416.01 LEGEND & SYMBOLS OBS ROOF OBSTRUCTIONS AEEEEARRAY # _ MODULE # STRING # PV MODULES TRUSSES OR RAFTERS II ■ ROOF MOUNTS & RAIL ROOF SLOPE UL 1703 CERTIFIED PORTRAIT MAX. SURFACE LOAD: 83.54 psf LANDSCAPE MAX. SURFACE LOAD: 41.77 psf APPLIED WIND LOAD: 64.21 psf NOTES: -INSTALL MID CLAMPS BETWEEN LG NeON 2 66.38" MODULES AND ENDS CLAMPS AT THE 355N1C-V5 END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. 00, 2 SOLAR MODULE N.T.S. CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO %TITAN CUSTOMER: ADAMBOOKSPAN SHEET NAME: STRUCTURAL PLAN TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 PROJECT ADDRESS: 6147 ARLINGTON WAY THONOTASASSA, FL 33592 S 0 L A R P 0 W E R FORT PIERCE, FL 34951 PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: S-1 (813) 982 -9001 #EC13008093 TSP65700 PARCEL NUMBER: 1312-501-0102-000-4 DATE: 02-22-2021 SHEETS: 5 OF 9 TOPCOAT CrossRail 48-XL Mechanical Properties NUrtmFc im,Msbx,gN 3 )kNl aj NMI,., ]fi abYriY[ 13 kqm) Section Properties :Y Afx-see;w,l IS F3 U OrmMvbns-N.[mmlfntives N.Lw • luuctuva 1 vaWe. aM S., ommG dx[eaometlm Mmda9c th Alumwm DRsjll- I a,tlAleC 1.11 • u121031atef 53s1.m brRre a^d BmNeg LAG BOLT PULL OUT CALCULATIONS Spruce, Pine, Per inch Thread Depth 266lbs SS Lag Bolt 5/16" x 4" 1 Min. Thread Depth 0'-3" Wood Strength x Thread Depth = Pull Out Strength 266 lbs. x 3 in = 798 lbs. Allowable Pull Out Strength per Lag Bolt 798 lbs. Max. Pull Out Strength Required per Lag Bolt 416.02 Lag Bolt Pull Out Strength Safety Factor 1.92 1/4" SS 18-8 BOLT 1/4" SS SERRATED FLANGE NUT REFER TO DWG D-1 FOR DATA AND SPECIFICATIONS FOR PV MODULES EVEREST CROSS RAIL (48 - XL VERSION) FILL SURFACE WITH MORTAR L-FOOT ROOF DECK film CrossRail End Clamp .......... 3650mm. Sbaretl RL 30 95mm e kWa.ber 0K30 CR K Dark. 3P50mm. Shared RL 30-45mm find damp a mp Sp"ng Technical data pe of apq zalion U. rh A,,f our rr-.1 based a a.tbe moduetrem ^nn rteel warmnry � 4syean .10 eL-Foot 0 Technical data unite (mml-�r es Melenel 2 1 6kres A,mi nnm Y Ntl 6trengM 2 ks, en1-( ewe rat qt.px^g Kit ernes mere wa.eme,amee.trn:onae^m- CROSS RAIL END CLAMP FLEX SEAL BEFORE AND AFTER INSTALLING STANDOFF BASE RAFTERS 24" O.C. V 5116" SS LAG BOLT 5/16" SS FENDER WASHER TILE ROOF MOUNT DETAIL & DATA ISSUED FOR PERMIT REV DESCRIPTION N.T.S. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP 02"23-21 LB JG ENGIPARTNERS LLC x`O"GONIq" Digitally signed C.A. 32661 by Rafael A 255 GI RALDA AVE x ` F'., o'-' 63109 ''.9 -Gonzalez Soto CORAL GABLES, FL 33134 = DATE CAD QC STATE =Date: :-90':(ORIOt 2021.02.25 DESIGN@ENGIPARTNERS.COM ''•r,,,,,,,,,,,,re 05:41:04-05'00' 833 - 888 - 3644 CrossRail Mid Clamp 1 1 3 3 3 4 4 5 5 2 Lock Washer 0603 CR MC Dade 30i]mm. Hared RL 30-aimm 5 Oamplo�Nu9 Technical data drew, op,.Ra (baaed / scat Ih " u e onen�ano o//'xtum tat N�erenry emoeue/ramesie� 3�W�]mn' FLUSH MOUNT SYSTEM SPAN TABLE (inches) 60 CELLS PORTRAIT OR LANDSCAPE EXPOSURE B ROOF SLOPE (degs.) WIND SPEED (mph) GROUND SNOW: 0 psf ZONE 1 ZONE 2 ZONE 3 110 96 89 77 7e-27* 115 96 86 74 120 96 84 70 7 130 94 80 65 140 91 73 60 150 87 68 56 160 93 64 53 17U 80 60 49 180 75 57 48 Uni-Rac Specs. Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD) STAINLESS STEEL Lag screw specifications Specific 5/6"shaft, * gravity per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir, South 0.46 235 Engelman Spruce, Lodgepole Pine 0.46 235 (MSR 1650 f & higher) Hem, Fir, Redwood (close grain) 0.43 212 � L Hem, Fir (North) 0.46 235 Q Southern Pine 0.55 307 Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources: American Wood Council, NOS 2005, Table 11. 2A, 11. 3A. Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural member integral with the building structure. (2) Lag Bolts must be located in the middle third of the structural member. (3) These values are not valid for wet services. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See table 10.3.1 in the American Wood Council NDS for Wood Construction. CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 #EC13008093 CONTRACTOR LOGO *TITAN S O L A R P O W E R FLEXSEALIFLEXSEAL" LV wcagmn rrea:•-ew...,_rs,e. p, x<.-z.s. ��b, ur, • gpga ,v, rev.. .,,� e�aw.rrxrv,n.-wn. TOPCOAT°F[EXSERL"-FLEKEERL"LYTECHNICALORTR APwo+va, Fwa ePwlaa,la, reamad. dare m.ab A;a1. autlo<.I: ma nsr sax RM'. mmay29 murc Wd WeI MII m� ��mila 1. Pos°(oY rrelyaOTnk by me, plx mvhy ry� m o6F.N­ IS=m "ern was maamcaRm P ualmmo-aaame CHeNup: MFa, Sp -Me. rWuene. %y ere NreIYRM Q ASCE7-16Vebdy Pre..um Lag Screw Installation Guidelines ,10 = 9.00256xe xm Kd v2 1. Determine location for the Mount on roof by drilling - center of truss from bottom with 5132" drill bit. a:fo=Asw]-(e ,Brody vm..nm.°awa(eda(mea1mwh.i96dos0 2. Mark mounting holes for Mount on underlayment. Mo =..w0ionfBow,kag"°°°pm `°am"am should be centered on the trusses. Ka=�adimml"aaiiy ramar 3. Drill 15/64" pilot hole. V = beam wlne.peed (mpn) o-om ASCE Its map. rekaed m as °lemma WN speed pa 20M Fa . 4. Apply sealant to bottom of Mount. w: a. . - epl, 5. Place Mount over roof underlayment with holes in roof. ro<rpe It' in I,— rerr.'owe ce-is.1 p r,�se.a aa. n.m=-fi,n9asa ib. 6. Apply sealant to bottom of Mount, apply sealant to lag re.pnam mme. me ee.i9n en9meer aan nos amem,me me "ernes, or w ,a and me e"e er ere .-S m..ri,.. ry I a r ^v a fasten Mount securely to trusses. Nad. 7. Apply additional sealant to top assembly to be sure all U.LoaOs are sealed. ai.mb� "I'd. ....1 d. a'a,o�meome psrorl., p"'.ly..Wmad w ba 111. NO. DESCRIPTION OTY. 1 CAP SCREW, HEX HEAD, 5/16%18 X 3/4" UNC-2A, GRADE 8 1 2 QBASE, 1-1/4" ID, FOR 5/16" HARDWARE, A360 CAST AL 1 3 LAG SCREW, HEX HEAD, 5/16" X 3", ZINC 2 4 POST, 1.25" OD X 6.5", 6063-T5/6063-T6, MILL 1 5 WASHER, SEALING, 5/16" ID X 1-1/4" OD, EPDM BONDED SS 1 6 WASHER, FENDER, 5116" ID X 1" OD, 18-8 SS 1 7 WASHER, SPLIT -LOCK, 5/16" ID, 18.8 SS 1 8 CAP SCREW, HEX HEAD, Si X T' UNC-2A, 18-B SS 1 ach mount kit (12 per box) includes: Cast aluminum QBase Two zinc -coated steel lag bolts, 5/16" x 3" Aluminum post, 1.25" x 3.25', 4.5", 6.5", 8.5" or 11.5" EPDM-bonded stainless steel sealing washer, 5/16" x 1-1/4" t Stainless steel machine bolt, skier, /1616"H 1 • /_ Stainless steel fender washer, 5/16" x 1" Q Stainless steel split lock washer, 5/16" O Grade-8 machine bolt, 5116" x 3/4" size Aluminum flashings(for built-up rooftypes only) are availablefrom Quick Mount PV in 4" tall cones (sold separately). Height Pulloutllbf] Shear[IbfJ Low Slope T" 3031 803 Low Slope 9" 3031 763 Low Slope 12" 3031 519 needed ' Tape measure Chalk line lation Caulkinggun Roofing -compatible flashing and related waterproofing materials Drill with 1/4" bit Drill or impact gun with 1/2" deep socket TPO, PVC, EPDM; built-up asphalt, bituminous and modified bitumen; virtually all other non-metal low slope roofs Aluminum mill Bronze anodized f s ryappr6vaLNOn �. Jf -.. 052Cn1e S-O ewr'k:<incaro,nscmxeFwa.n&Iw ,, mYaunNgsm�+q r eaY.. puw.rv"rsM--e nrrs mss"q m"ndi R. Mrue -". ,etrgmoelonvamrytue 1° aaN• w"F"riavc raw are o �, •plumamrermisP�� �um"t w.9 _ ,y vrtvllvvaxNvxc acavw•g,urywNiNmnRrmmcmta ❑I 1 I STAINLESS STEEL LAG SCREWS INCLUDED WITH ANODIZED FINISH nMOUNT PV oumrc mauxrw,s woma"eo. COPYRIGHT C 2016 QUICK. (wick Mount PV` TITLE: QMUTM: QBASE UNIVERSAL TILE MOUNT UNLESS OTHERWISE SPECIFIED, INwcHe9 SIZE A DRAWN BY: RAD REV 11 DATE: 10/30/2017 DISTRIBUTED LOAD CALCULATIONS PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT + 3.5 LBS) * (MODULE QTY) = (38+3.5. LBS) * (39) = 1,618.5 LBS PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING WEIGHT / TOTAL ARRAY AREA = 1,618.5 LBS 1719.12 SOFT CUSTOMER: SHEET NAME: ADAM BOOKSPAN RACKING PLAN PROJECT ADDRESS: 6147 ARLINGTON WAY FORT PIERCE, FL 34951 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: TSP65700 ENG. RAFAEL A. GONZALEZ SOTO, PE S-2 PARCEL NUMBER: DATE: SHEETS: 1312-501-0102-000-4 02-22-2021 6 OF 9 e o LG M Life's Good Mechanical Properties Electrical Properties (STV) l p 1 Cells 6 x 10 Module Type 350 W 355W 1 Cell Vendor LG Maximum Power Pmax(W) 350 355 Y E A R S P / Cell Type Mono161.7 x s61.7 i / N-type MPP Voltage I mpp A)) 353 35.7 9.95 Cell Dimensions 161.7 x 161.7 mm MPP Current Impp (A) 9.92 9.95 O �� s of Busbar 12 (Multi Wire Busbar) Open Circuit Voltage Voc N) 413 41 A INDUSTRYRY RY Dimensions (L x W x H) 1686 x 1016 x 40 mm Short Circuit Current Isc (A) 10.61 10.65 e t OF Front Load (test) 5400 Pa Module Efficiency (%) 20.4 20.7 t YEARS Rear Load test 4000 Pa Operating Temperature Weight 17.1 kg Maximum System Voltage (V) 1000 ConnectarType Genuine MC4, IP68 Maximum Series Fuse Rating (A) 20 Male PV-KS74) (Female: W-KBT4) PbwerTolerance (%) 0 - 3 Junction Box IP68 with 3 bypass diodes Length of Cables 2 x 1000 mm The (Standard Test Condition): Irradiance 1000 W/m', Module Temperature 2t Its AM 1.5. LG NeONO2 The nameplate power output is measured and determined by LG Electronics at Its sole and absolute discretion. Front Dover High transmission tempered glass Anodised aluminum with protective matt �1e black mating Electrical Properties NMOT') Module Type 350 W 355 W n' Certifications and Warranty LG350/355N 1 C-V5 ISO 9001, ISO 14001, ISO 50001 Maximum Power Amax (W) 262 266 IEC 61215-1/-1-1/2:2016, MPP Voltage Vmpp M 33.2 33.5 IEC 61730-1/22016, UL1703 MPPCurrentlmpp(A) 7.91 7.93 THE HIGH • ■ , ■ ■ Certifications OHSAS 18001 Open Circuit Voltage Voc (V) 38.9 39.0 Short Circuit Current Isc (A) 8.52 856 'NMOT(Nominal Module Operating Temperature):Imadiance 800 W/m', ambiem temperature 20 *C, ■ TO 1 ' t MODULE EFFICIENCY Type 1 (UL 1703), wind speed 1 m/s, Spectrum AM 1.5. Module Fire Performance Class C (UL 790, ULC/ORD C 1703 Product Warranty 25 Years Dimensions (mm) Output Warranty of Pmax I 1 avyr-. v-n°,,. Awards Received By LG SolarTI (Meazurement Tolerance±3%) Linear Warranty ooron 1)1 st year. 98%, 2) After 1 st year. 0.33%annual degradation, 3) 90.08% for 25 years. 77 • • • Temperature Characteristics = - TOP BRAND PV TOP BRAND PV T7.-NDPV TOP BRAND PV NMOT 42 = 3'C $ ut mMxn 2019 2018 2— ' ' ' v"-oa7%/*C Isc 0.03 %/°C Current -Voltage characteristics at various irradiance levels x.a9. dx cr36• Inn°xaewa�•g6,m,myi,mel — 1000W/m' ,rslsf THE NeONO 2 - 355W - THE PANEL OF THE FUTURE AVAILABLE TODAY - - t aoowrm' e The LG NeONO 2 has seen many improvements, from longer warranties to lower degradation. This panel is ideal for homes U 6 60ow/m' seeking a visually pleasing solar panel and for roofs where space is tight or where future system expansions are considered 400W1W e.g. to incorporate battery storage. 20Dw/m' 2 The LG NeONO 2 panels with their double sided cells and CELLO technology absorb light from the front and the back of the cell. This technology sets a new standard for innovation and was recognised with the 2015 Photovoltaic Innovation 0 10 20 ^e I Award at the Intersolar Industry Event in Germany. LG also won the 2016 Intersolar award for our new NeON BiFacial range. Voltage (v) °�^• Current- Voltage characteristics at various cell temperatures Great Visual Appearance 25 Years Product Warranty (Parts & Labour) '°° r20 LG NeONO 2 panels have been designed with appearance^ The LG product warranty is 15 years longer than in mind. Their black cells, black frames and thinner wire many competitors standard 10 years. The Warranty busbars give an aesthetically pleasing uniform black is provided by LG Electronics Australia and New - appearance. Your home deserves the LG NeONO 2. Zealand. The warranty includes replacement, labour and transport. °9 20 0 More Power per Square Metre 9.88%p Improved 25 Year Performance Warranty '° ss 25 0 5 '° A R a - aid, LG NeONO 2's 355W are a similar physical size to ' The initial degradation of the module has been improved Temperature many competing 30OW panels. This means with the from -3% to -2%, in the 1 st year and the annual rate of LG NeON® 2 355W you get 18% more electricity per degradation has fallen from -0.7%/year to-0.33%/ year LG Electronics Australia Pty Ltd LG Electronics Inc. Product specifications are subject to change O square metre than a 300W panel. So you can install thereafter. This brings an 90.08% warranted output after Solar Business Group Solar Business Division without prior notice. q p y g p 2 Wonderland Drive, Eastern Creek, NSW 2766 Twin Building, Western Tower,llF, Date: 08/2019 � more kW of solar on your roof with the LG NeONO 2. 25 years, compared to 80.2% for many competing panLG els. Ph: 1300 152179 128, Yeoui-daero, Yeongdeungpo-gu, Life'sGood E-Mail: solarsales@Ige.connau Seoul 07336,Korea Copyright ©2019LGElectronics. ��• Webagenergycom.au www.lg.mm/globaVbusiness All rights reserved. Made in Korea Call LG Solar on 1300 152 179 www.lgenergy.com.au DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 02.23.21 LB JG ENGIPARTNERS LLC ,,,�TITAN SOLAR POWER FL ADAM BOOKSPAN PV MODULES DATASHEET REV DESCRIPTION DATE CAD QC G°114ne Digitally signed PROJECTADDRESS: P........./F`'' 12221 N US HIGHWAY 301 T I T A N C.A. 32661 epE�tcervsp :Zso by Rafael A 255 GIRALDA AVE esio< : Gonzalez Soto 6147 ARLINGTON WAY CORAL GABLES, FL 33,134 `* � �/ * = THONOTASASSA, FL 33592 FORT PIERCE, FL 34951 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: .t sTATE4tF =Date: S O L A R P O W E R ENG. RAFAEL A. GONZALEZ SOTO, PE D- 1 DESIGN ENGIPARTNERS.COM `=90 :<oalo?:'�' 7 2021.02.25 813 982 -9001 @ ( ) PARCEL NUMBER: TSP65657OO DATE: SHEETS: 41 833 - 888 - 3644 #EC13008093 1312-501-0102-000-4 02-22-2021 70F 9 —v Power Optimizer O, For North America P320 / P340 P370 P400 / P405 / P505 25 O YEAR loll I N PO Power Optimizer For North America P320 / P34 / P370 /�400 / P405 / P505 96- ' •• p(for higher " O_c power (for thin film rent (typical module (for 60-cell (TO'ower 6 ell 60 .• or 72 •.cel ••modules)r INPUT Rated Input DC Power" I 320 340 370 400 405 505 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 80 125ia 830 Vdc MPPT Operating Range 8 - 48 8 -60 8 - 80 12.5 -105 12.5 - 83 Vdc Maximum Short Circuit Current (Isc) 11 10.1 14 Adc Maximum DC Input Current 13.75 12.63 17.5 Adc Maximum Efficiency 99.S % Weighted Efficiency 98.8 98.6 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 1 60 1 85 1 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 EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 ROHS Yes INSTALLATION SPECIFICATIONS PV power optimization at the module -level Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 129 x 153 x 27.5 / 5.1 x 6 x 1.1 129x153x33.5/ 5.1x6x1.3 129x159x49.5/ 5.1x6.3x1.9 129x162x59/ 5.1x6.4z2.3 mm/in Weight (including cables) 630 / 1.4 1 750 / 1.7 845 / 1.9 1064 / 2.3 gr / lb Input Connector MC4131 Output Wire Type / Connector Double Insulated; MC4 Output Wire Length 0.95 / 3.0 12 / 3.9 m / ft Input Wire Length 0.16 / 0.52 m / ft Operating Temperature Range -40 - +85 / -40 - +185 `C / `F Protection Rating IP68 / NEMA6P Relative Humidity 0 -100 % nl Rated STC power of the module Module of up to +5% power tolerance allowed / Specifically designed to work with SolarEdge / Fast installation with a single bolt m NEC 2017 requires max input voltage be not more than 80V 131 For other connector types please contact SolarEdge inverters / Next generation maintenance with module- PV System Design • / Up to 25% more energy level monitoring a SolarEdge InverterDSingle phase 0: :0 Minimum String Length P32o P340, P370, 8 10 18 / Superior efficiency (99.5%) / Meets NEC requirements for arc fault (Power Optimizers) pgOS/PSDS 6 8 14 protection (AFCI) and Photovoltaic Rapid Maximum String Length 25 25 Son / Mitigates all types of module mismatch losses, Shutdown System PVRSS Y ( ) (Power Optimizers) Maximum Power per String 5700 (6000 with _F_ SE76DO-US-SE11400- 5250 60007) 12750181 w from manufacturing tolerance to partial shading / Module -level a sh g utdown hutdown for installer US) Parallel Strings of Different Lengths Yes and firefighter safety or Orientations I / Flexible system design for maximum space w For detailed string sizing information refer to: httpV/w.solaredge.com/s¢es/default/files/stringsizing_na,pdf It is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string utilization w A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement m For SE14.4KUS/SE43.2KUS: It is allowed to install up to 6,500W per string when 3 strings are connected to the inverter (3 strings per unit for SE432KUS) and when the maximum power difference between the strings is up to 1,000W �• For SE30KUS/SE33.3KUS/SE66.6KUS/SEt00KUS: It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter (3 strings per unit for SE66.6KUS/SE100KUS) and when the maximum power difference between the strings is up to 2,000W solaredge.com solar=@@ O Sola Ed Ttth wla Ltd. All ri h reserved. S°LAREDGE the SolarEd to OPTIMIZED BY S.11111GE are t edema k or re to d tradema ks of SalarE Ttthno Inc. C ge g ge go, gt doe IO9'tt' gies All other trademarks mentioned herein are trademarks of their respective owners. Date: 12/2018N01/ENG NAM. SubjeR to change without notice. C C Ro H S DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO OTITAN CUSTOMER: ADAM BOOKSPAN SHEET NAME: SMART MONITORING DATAS H E ET ISSUED FOR PERMIT 02.23-21 LB JG ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE Digitally sl ne """GONZgr"'� g y g ;'°E °' Fr°''., by Rafael A 'Q831o4 s,- 633a4 =Gonzalez Soto ' *%�ry/?��/�*'- TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 REV REV DESCRIPTION DATE CAD QC 6147 ARLINGTON WAY FORT PIERCE, FL 34951 PROJECT to: ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES, FL 33134 sTATE !-'` ;Date: S 0 L A R P 0 W E R ENG. RAFAEL A. GONZALEZ SOTO, PE D-2 DESIGN ENGIPARTNERS.COM 833 - 888 - 3644 �s9I..... to4�¢'�,= 2021.02.25 ��'' SSIONAI EP`„ 05:41:24 -05'00 813 982-9001 ( ) #EC13008093 TSP65700 PARCEL NUMBER: 1312-501-0102-000-4 DATE: 02-22-2021 SHEETS: 8 OF 9 / Single Phase Inverter with HD -Wave Technology for North America Single Phase Inverter SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ ' C SE7600H-US / SE10000H-US / E11400H-US with HID -Wave Technology rn .. ,,. ,,, .,., for North America APPLICABLE TO INVERTERS SEXXXXH-XXXXXBXX4 X WITH PART NUMBER SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / OUTPUT S E7 600 H - U S / S E 10000 H - U S S E 11400 H - U S Rated AC Power Output 3000 3800 @ 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V vA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V 12-25 AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac YEAR (211 - 240 - 264) 0 AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183 - 208 - 229) AC Frequency (Nominal) 59.3 - 60 - 60.50 Hz 0 O Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 A Maximum Continuous Output _ 16 24 48.5 A Current @208V O • Power Factor 1, Adjustable - 0.85 to 0.85 O 0 GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes INPUT 0 solar==[' ..FIB..:. ® 0 ® solar,— _.HD Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V 5100 7750 15500 W O _• ! 'A Transformer -less, Ungrounded Yes O O Maximum Input Voltage 480 Vdc O O Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240Vt11 8.5 10.5 13.S 16.S 20 1 27 1 30.5 Adc Maximum Input Current @208VIn 9 1 13.5 27 Adc Max. Input Short Circuit Current 45 Adc O O O O Reverse -Polarity Protection Yes - Ground -Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption < 2.5 W Optimized installation with HD —Wave technology (1) For other regional settings please contact SolarEdge support (2) A higher current source may be used; the inverter will limit its input current to the values stated / Specifically designed to work with power optimizers / UL1741 SA certified, for CPUC 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 / Integrated arc fault protection and rapid shutdown production revenue grade metering (0.5% accuracy, for NEC 2014, NEC 2017 and NEC 2020 per article ANSI C12.20) 690.11 and 690.12 solaredge.com solar =@@ DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 0DATE1 A JG Digitally ADAM BOOKSPAN INVERTER DATAS H E ET ENGIPARTNERS LLC ""..........g y TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC a�F-.,, signed by PROJECT ADDRESS: C.A. 32661 ;`Q`�`..-;yciins:?s 12221 N US HIGHWAY 301 T I T A N 255 GIRALDA AVE _ Q e3ioa �'y�/� Rafael A 6147 ARLINGTON WAY CORAL GABLES, FL 33134 `*,�+*Y*'Gonzalez Soto THONOTASASSA, FL 33592 FORT PIERCE, FL 34951 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: -- STAT E1 ie ;Date: S O L A R P O W E R ENG. RAFAEL A. GONZALEZ SOTO, PE D-3 DESIGN@ENGIPARTNERS.COM ''.,,FssiGNA�EN�„`�ORI' 2021.02.25 (813) 982 -9001 PARCEL NUMBER: TSP655700 DATE: SHEETS: 71-11 833 - 888 - 3644 05:41:35 -05'0 #EC13008093 1 1 1312-501-0102-000-4 1 1 02-22-2021 1 9 0F 9