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HomeMy WebLinkAboutRevision 4-8-22OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # 2202-0304 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 APR 0 8 P072 (772) 462-1553 St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS Permitting PROJECT INFORMATION LOCATION/SITE �+ ADDRESS: FILE Copy 181 Northeast Caprona Avenue Port St. Lucie FL'34983 DETAILED DESCRIPTION OF PROJECT REVISIONS: revise the MPU to be shown as a 150a main 225a bais . lffla PV - existing wire size is rated for 150a. .. o 0 o.r. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: EC13009924 ST. LUCIE CO CERT. #: BUSINESS NAME: Titan Solar Power QUALIFIERS NAME: Scott Portier ADDRESS: 901 Armstrong Blvd Kissimmee FL 34741 CITY: STATE: ZIP: PHONE (DAYTIME). 4017490758 FAX: NAME: Jairo Herrera ADDRESS: 181 Northeast Caprona Avenue Port St. Lucie FL 34983 CITY: STATE: ZIP: PHONE (DAYTIME: 3056071759 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ZIP: 2 LOCATION MAP /WIND ZONES N.T.S. 3 IRRADIANCE MAP N.T.S. 4 3D RENDERING N.T.S. CONTROL 'D FOR PERMIT DESCRIPTION NORTH 06 NZ41. P' ENS BOS LOCATION 'o No. 83104 N.T.S. * N I7111 = ENGINEER CONTACT INFORMATIG ENGINEERING STAMP ENGIPARTNERS LLI;- O '•, STATE OF C.A.32661 /// FLORIDO' •'••�,�1 255 GIRALDA AVE / "�qn- " .. •' a CORAL GABLES, FL 33134 �� �,ON w ` •�;�`��` DESIGN@ENGIPARTNERS.COM 1 CONTRACTOR CONTACT INFORMATION -TITAN SOLAR POWER FL 114 \% 12221 N US HIGHWAY301 THONOTASASSA, FL 33592 (813) 982 -9001 FILE COPY s`O .' , . I PROJECT DESCRIPTION NG���GjR\G��ZER \sGDNN��-c jgR#1 s�R\LAG\LAVER 19 "-,- 71�' A-1-0010- S COUNTY o e SYSTEM CAPACITY: 11.455 KW DC / 10.000 KW AC PV PANELS: (29) Q. PEAK DUO BLK ML-G10+395 BY Q. CELL OPTIMIZERS: (29) P505 BY SOLAR EDGE INVERTER: (1) SE1000OH-US BY SOLAR EDGE RACKING SYSTEM: CROSS RAIL SYSTEM 44-X BY K2 SYSTEMS PROJECT INFORMATION PROJECT LATITUDE 27.323587 MIN AMBIENT TEMP 0 ° C PROJECT LONGITUDE-80.338151 MAX AMBIENT TEMP 35 ° C WIND EXPOSURE B AHJ ST. LUCIE COUNTY DESIGN WIND SPEED 159 MPH DRAWINGS INDEX C-1 COVER SHEET C-2 SAFETY PLANS E-1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURAL PLAN S-2 RACKING PLAN D-1 PV MODULES DATA SHEET D-2 SMART MONITORING DATA SHEET D-3 INVERTER DATA SHEET GENERAL NOTES PER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALE; SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTEF 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, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TE EDITION OR LOCAL GOVERNING CODE. ALL WIRING METHODS AND INSTALLATION PRACTICES SHALI CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAI STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEAN: SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYINC CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALI OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE TORQUED PER DEVICE LISTING, - OR MANUFACTURER: RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALT 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 FOLLOWINC MANUFACTURERS INSTRUCTION SPEC'S, INCLUDING ALL GROUNDING WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAI CONTINUITY. MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSE[ BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USINC ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4- AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOT HEIGHT MUST BE LESS THAN 60 FEET. CONTRACTOR LOGO CUSTOMER: SHEET NAME: TITAN JAIRO HERRERA COVER SHEET PROJECTADDRESS: 181 RONA AVENUE PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: T ST. LUCIE FL 3 PORT ST. LUCIE FL 34983 S 0 L A R ,P 0 W E R ENG. RAFAEL A. GONZALEZ SOTO. PE C-1 TSP113411 PARCEL NUMBER: DATE: SHEETS: NORjt, N ,,P�AFIFIRTY SIDE FACING STREET" P GON.2t4 SAS "Eft %; 1 No.8iO4/744 Op ELECTRIC METER MNECT GINVERTER#1 FILE COPY REV Vr'JE F(j CODE C OVAPLMNCE S . LME COUNTY BOCC 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 I DATE CAD QC1 ENGINEER CONTACT INFORMATION ENGINEERING STAMP 7•DNTRACTOR CONTACT INFORMATION CONTRACTOR LOGO T I T A N SOLAR POWER CUSTOMER: JAIRO HERRERA SHEET NAME: SAFETY PLAN :D FOR PERMIT 01-26-22 BW LB ENGIPARTNERS LLC'�0 C.A.32661 ��� 255 GIRALDA AVE / CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM •'• srarR ®� ; �( •''a<���ao► '• V'_A • ' • , , , , , . • ' • • • �i�� �, a���•/// �® `� 'r111111111AL fMNe% 1 7UTAN SOLAR POWER FL `►� 12221 N US HIGHWAY301 THONOTASASSA, FL 33592 (813)962-9001 DESCRIPTION DATE AD ac PROJECTADDRESS: 181 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PROJECT ID: TSP113411 ENGINEER OF RECORD: ENG.RAFAELA.GONZALEZSOTO,PE SHEET TITLE: C-2 PARCEL NUMBER: ae•aszrtm�annrte DATE: __ -_ -- SHEETS: 7 (lC O WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE, LOCATION & INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION ' WIRE TAG CONDUCTOR QTY. SIZE & TYPE NEUTRAL QTY. SIZE & TYPE GROUND QTY. SIZE & TYPE RACEWAY SIZE & TYPE RACEWAY LOCATION RACEWAY HEIGHT ABOVE ROOF OUTPUT CURRENT 125% OF OUTPUT CURRRENT MIN OCPD WIRE DE -RATED CALCULATION DIST. VOLTAGE VOLTAGE DROP % CONDUIT FILL % WIRE RATING AMBIENT TEMP # OF COND. FINAL AMPACITY DC (BEFORE JB) (6) #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% DC (AFTER JB) 6 10 H - /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) #8 AWG THWN-2 (1) #8 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 42A 52.5A 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 Al-4 A1.5 A1.6 A1.7 A1.8 A1.9 Al^10 STRING #2 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 2 3 PV RAILS TO BE BONDED WITH #8 BARE WIRE STRING #3 JB 1❑ A3.1 A3.2 B3.3 B3.4 B3.5 B3.6 B3.7 B3.8 B3.9 0 0 /1 /1 /1 /1 /7\ NEMA3R � ONE LINE RISER DIAGRAM N.T.S. LEGEND: 5❑ a 0 0 10 EXISTING OVERHEAD SERVICE 240V/120V 3 # 3/0 THWN-2 6 UN60AAED 6 )150A MO INVERTER TOTAL OUTPUT: 42A SAFETY RATING (125%): 52.50A 6� ® TOTAL PV SYSTEM OCPD: 60A 7 MAIN BREAKER RATING: 150A 42 BUS BAR RATING: 225A 120% BACKFEED RATING: 120A 2 #4 THWN-2 GROUND REVIEWED fO FILE COPS' CODE COMPLIANCE ST. LUCIE COUNTY OCC nRE E PEAK DUO BLK ML-G10+395 BY Q. CELL R Q. D-1 SHEE 2 #10 PV WIRE PER STRING 1 #8 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX 2 F41 2 #10 THWN-2 PER STRING 1 #8 EMT/CONDUOIT ND 3/4"/i SE1000OH-US BY SOLAREDGE REFER TO D-3 SHEET 2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT 77 PV SYSTEM DISCONNECT - 60A RATEC���p'G®NZ,q��2 i PV INTERCONNECTION POINT - PV BREAKER NEW AC LOAD PANEL RATED 225A MPU Q EXISTING OVERHEAD UTILITY ELECZR AL SE�lICE104 .': ,�� NOT USED NOT USED DOCUMENT CO O DAT OC NF GS CTO T ON TRA /�� ((a�_��jY11/ T I T A N ` SOLAR PO W ER TOME JAIRO HERRERA NAM ONE LINE RISER DIAGRAM 'ED FOR PERMIT 01_2�Y4 Bye LB ENGIPARTNERSLLC� C.A. LDA AVE// 255 GIRALDA A CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM '•,, ATE p.,.''` ,, �.oR�o , "♦� �-Q ' ' , . , ' ' ' y ` A, a �` �� No \.i`ITANSOLARPOWERFL \ 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982-9001 I DESCRIPTION DATE ADOC PROJECTADDRESS: 181 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 UPDATED DIAGRAM AND LEGEND 02-17-22 OR NT 1 UCHANGED MPU RATE AND POI 04-01-22 EC JC PROJECT ID: TSP1 13411 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEETTITLE: E-1 PARCELNUMBER: DATE: SHEETS: 14 ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO ,WORKING INSIDE PANEL TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN THE ENTIRE PV SYSTEM. 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(fl(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) LABEL LOCATION: INVERTER#1 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: PHOTOVOL-rAlu u POWER SOURCE IL_ AC DISCONNECT, MAIN PANEL PER CODE: FFPC 7TH EDITION: 11.12.2.1.1.1.1 � PV SAFETY LABELS DATA N.T.S. ��� ��..• ��cENsF • ?so �� No.83104 G LABEL LOCATION: MAIN SERVICES DISCONNECT, DC CONDUIT PER CODE: NEC 690.31 (G) (3) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 705.12 (13)(3) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 705.12(B)(2)(3)(b) 1 LOCATION: I SERVICE PANEL CODE: NEC 690.45(B)(5) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 690.33(E)(2) & NEC 690.15 (C) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 690.15, NEC 690.13(B) LABEL LOCATION: ADJACENT TO MAIN DISCONNECT REVIEWED FOR CODE C0MPLMCct9E T`,I T,A N S�OL,AR P0IWER i l \FL0R11D'A, 9,01 ARMSTRONG BLVD,-KISSIMMEE, FL3474 1� 85S-SAY=SO,l4R" ,' DOCUMENT CONTROL I DATE AD QC ENGINEER CONTACT INFORMATUN ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO #TITAN SOLAR POWER CUSTOMER: JAIRO HERRERA SHEET NAME: SAFETY LABELS ED FOR PERMIT - 1 01.26-22 BW LB ENGIPARTNERS LLe,• A . 255GIRALDAAVE / CORAL GABLES, FL 33134 / DESIGN@ENGIPARTNERS.COM •. STATE of p' F� oR�o.. Q\ ' • • n : + + v S N ri'1`` TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813)982-9001 DESCRIPTION DATE AD ac PROJECT ADDRESS:C.RALDA 181 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 CHANGED 70 SUPPLY SIDE 02-17-22 OR NT CHANGED POI 04-01-22 EC JC PROJECT ID: TSP113411 ENGINEER OF RECORD: ENG.RAFAELA.GONZALEZSOTO,PE SHEET TITLE: E-2 PARCEL NUMBER: �^, Q can ^"Q ^nM1A DATE: SHEETS: A (l l= Q LEGEND & SYMBOLS SOLAR MODULE N.; ,'''rr, f� j- d All ry SC ARI TILT=23' AZIMUT H2= 8" ROOF LOCATED AT OFROOFTRU WOOD TRUSSES/RAFT LOCATION - INSTAL MUST VERIFY IN F 1 STRUCTURAL ROOF PLAN & PV MO DOCUMENT CONTROL ED FOR PERMIT DESCRIPTION R FILE COPS' GONZAt No. 831014.T.S.0 ENGINEER CONTACT INFORMA ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION ENGIPARTNERS LL�E� G .� STATE OF 'TITAN SOLAR POWER FL C.A.32661 j� '•���t��,D�'�•�� 12221NUSHIGHWAY301 255 GIRALDA AVE CORAL GABLES, FL 33134 0' /I� .. THONOTASASSA, FL 33592 DESIGN@ENGIPARTNERS.COM `� t Ni1,,, (813) 982 -9001 OBS ROOF OBSTRUCTIONS ARRAY # xx.x MODULE # STRING # PV MODULES - - - - - TRUSSES OR RAFTERS ROOF MOUNTS & RAIL ROOF SLOPE EXT. EXTERIOR PV MODULE 1- CONTRACTOR/INSTALLER TO VERIFY ROOF 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 I INSTALL AS PER MANUFACTURER STANDARDS. ELECTRIC METER INNECT ROOF INSPECTION NOTE: G INVERTER#1 PV MODULE IN LAYOUT IS CONSIDERED NON -EXPOSED AFTER COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON ASCE7-16: -NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF HEIGHT) AWAY FROM ROOF EDGE OR ANOTHER MODULE. -NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM ROOF EDGE OR ANOTHER MODULE. -INDIVIDUAL PV MODULE IS MORE THAN 1.5(MODULE LENGTH) AWAY FROM CLOSEST EXPOSED EDGE CONTRACTOR LOGO #T0ITANW ASCE 7.16 - 29.4-7 DESIGNED WIND PRESSURES: p = qh (GC p)("YE)( 'Ya) 1 16 100 1000 Effective Wind Area; ft2' REVEWED q(���'i ' u,D C�:� i ' _tH CE. CUSTOMER: JAIRO HERRERA PROJECTADDRESS: 181 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PARCEL NUMBER: Q.PEAK DUO BLK ML-G10+ 395W I--41.14"--I ILL 1703 CERTIFIED MAX. DESIGN LOAD: 83.54 psf APPLIED WIND LOAD: -45.53 psf NOTES: -INSTALL MID CLAMPS BETWEEN MODULES AND ENDS CLAMPS AT THE END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. WEIGHTED AVERAGE WORST CASE MODULE: ZONE 2e: 100% 45.53(1.00)=45.53psf ULTIMATE WIND SPEED 160 mph DESIGN WIND SPEED 159 mph RISK CATEGORY II EXPOSURE CATEGORY B ROOF SLOPE (°) 23 ROOF TYPE HIPPED MATERIAL ROOF TYPE ASPHALT SHINGLE: PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT: 14.82 PERIMETER WIDTH: 5.30 KD 0.85 KzT 1.0 K, .575 VELOCITY PRESSURE (q) = 0.60'0.00256' KHKzAV` VELOCITY PRESSURE (ASD) 18.97 INTERIOR EDGE FACTOR: EXTERIOR EDGE ARRAY EQUALIZATI FACTOR: YE = 1.0 FACTOR: YE- 1.5 "Ya = 0.8 EXTERNAL PRESSURE COEFFICIENT Z1 0.7 1 -1.4 EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -2.0 EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.0 EXTERNAL PRESSURE COEFFICIENT Z3 0.7 -2.0 INTERNAL PRESSURE COEFFICIENT 0.18 ZONES PRESSURES INTERIOR EXTERIOR MAX MA)I (PSF) PRESSURES PRESSURES SPAN I CANT]- (PSF) (PSF) (FT) I LEVER (IN 2e 'j 1 -41.35 1 -30.35 1 -45.5 1 6' 24" 2r - -41.35 1 -30.35 1 -45.53 4 ' 16" 3 -41.35 1 -30.35 1 -45.53 4 ' 16" TOTAL ROOF AREA 3180.84 sq.-ft TOTAL MODULES: 29 TOTAL PHOTOVOLTAIC AREA: 612.77 sq.-ft TOTAL PERCENTAGE AREA OF PV SYSTEM: 19.264408 % WIND LOAD (PSF): -45.53 TOTAL WIND LOAD (LBS): -27,899.42 TOTAL ROOF MOUNTS: 83 TENSION FORCE PER MOUNT (LBS): -336.14 SHEET NAME: STRUCTURAL PLAN PROJECT ID: I A ENGINEER OF RECORD: I SHEET TITLE: ENG. RAFAEL GONZALEZ SOTO, PE S-1 TSP113411 DATE: SHEETS: G /'1C f1 We supportW systeras AM a,mexlT E.e"a Sofa, S�sass! r/ecic'iCel Pm]erties :vwpm erca' swional propenvs ek - p}956Nt6AQo,�Y1 - q.s.cen p+rm , nrvu tots (mm) In r ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE 1/4" SS 18-8 BOLT —� 1/4" SS SERRATED FLANGE K2 SYSTEMS CROSS RAIL SPLICE FOOT SEE DATA SHEET ABOVE NOTE: SEAL BASE MOUNT TO EXISTING ROOF UNDERLAYMENT WITH ROOF SEALANT AND MEMBRANE SEALANT ••P We 11ppumPv L,ar�.n ® O 0® Yeti Clamp Techrecal bate S vanroaWae. M.r,Pra 16 Sn]IIcv. We support PV systems m.,ry E..,msm,sn,.n.n CrossRail Mid Clamp ] y Te[hnual b]�^_ m+pais`�y�_ OmMRRta V4W M'p1 BOLT \ / EXIST. WD. CROSSRAIL YETI END CLAMP TRussES es OR RAFTERS 2X4 RAFTERS 24" O.C. p ASPHALT SHINGLES 5/16" SS LAG BOLT 5116" SS FENDER WASHER SHINGLE ROOF MOUNT DETAIL & DAl cu run PhKMI I / I DESCRIPTI01 PLACE BOLT TRUSS OR JEQ.Q. RAFTER SECTION "A-K N.T.S. WesupportPV systems sm•�. 0 0 [_0 ©— Splice Foot X a] spmrasnw __Isr.�kna ^--� TCCfincol C6i6 IMwY_�_ ,.Yeu...t pie �40n��J ,my.nrd' _ ua..wa.c+_ice-am J 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 = 798lbs. Allowable Pull Out Strength per Lag Bolt 798 lbs. Max Pull Out Strength Required per Lag Bolt 336.14 Lag Bolt Pull Out Strength Safety Factor 2 37 moat] r - >s osaom„_ I 9'15 915 315 •es � n y-n> • - rsnwF = vyo.�.n R E Vvy 7.L'i(`^ FILE COP Ground Exposure ® Wi d Speed 160 mph Panel Angle SnowLoatl Category ) _ T "fin"I Roof Zone 1 1v I 2e 3 ';2G 1 2n'I 3e� 3u Array Interior 81 81 81 68 68 68 66 0 psi B 20 to 27 Array Edge 70 70 70 59 59 59 57 DISTRIBUTED LOAD CALCULATIONS PV MODULES & RACKING WEIGHT= (INDIVIDUAL MODULE WEIGHT + 3.5 LBS)' (MODULE CITY) = (52.00 LBS a 29L1,508.00 LBS PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING WEIGHT I TOTAL ARRAY AREA = 1,508.00 LBS 1612.77 SQFT - 2 6 PSF HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM LOAD 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 NOS for Wood Construction. Lag Screw Installation Guidelines 1. Determine location for the Mount on roof by drilling through the center of truss from bottom with 5132" drill bit. 2. Mark munting holes for Mount on underlayment. Mounting holes should be centered on the trusses. 3. Drill 75l64' pilot hole. 4. Apply sealant to bottom of Mount. 5. Place Mount over roof underlayment with holes in roof. 6. Apply sealant to bottom of Mount, apply sealant to lag screws and fasten Mount securely to trusses. 7. Apply additional sealant to top assembly to be sure all penetrations are sealed. nsm 7.16 Ve q P— m+o•omspa Ka Kew �ro. wuF T-rewemmr P•Wee«amne nea. �m new rmn •b no..,�..emP.. ��Pm Ky.�wnrrm .eawvrwP v.payc splay (.rp,I trm.0.`XE 1-r6np rdme6roo Wn wypmna^ye..�] onw.pm.>.we� Lag pull-out (withdrawal) capacities (lbs) in typical roof Lumber (ASD) STAINLESS STEEL Lag screw specifications Specific 5/5 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 (dose grain) 0.43 212 CU Hem, Fir (North) 0.46 235 Q Southern Pine 0.55 307 4% Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 RACKING PLAN -- P1 C rT MECHANICAL.SPECIFICATION powered by �' m DUO Dille THE IEEII�DEAL SOLUTION FOR: " U/ RoofloP arrays on residential buildinin gs Engineered in Germany DOCUMENT CONTROL IED FOR PERMIT / I DESCRIPTIOt YR Q Warranty 2021 O CELLS ?collar E Fork erce Yield Security a _ BREAKINGTHE 20 % EFFICIENCY BARRIER n/I IIn11� I� Q.ANTUM DUO Z Technology with zero gap cell layout boosts module efficiency up to 20.9%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY _ Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry: The new "Quality Controlled PV" of vV� the independent certification institute TUV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behavior. _ ENDURING.HIGH PERFORMANCE. Long-term yield security with Anti LID Technology, Anti PID Technology'-, Hot -Spot Protect and Traceable Quality Tra.QTMt. EXTREME WEATHER RATING High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year 1 linear performance warrantyz. 'APT test conditionsaccording to IEC/TS62804-- 5, methodA(-1500V,96h) z See data sheet on rear for further Information. N NP OONZ41.0 / .��. �831 0 y 1-7 124 ENGINEER CONTACT INFORMATION•' ENGINEERING STAMP Ila ENGIPARTNERS LLG%13_ STATE of C.A.32661 i F�oilz►oP •'•• \\ 255 GIRALDA AVE�� '•;s: �.:. �:r� CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 111111111,,� OCELLS L�NTRACTOR CONTACT INFORMATION AN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA,FL33592 (813) 982 -9001 T Format 74.0in x 41.1in x 1.26in (including frame) (1879 mm x 1045 mm x 32 mm) Weight 48.5lbs(22.Okg) Front Cover 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 x 22 monocrystalline Q.ANTUM solar half cells Junction Box 2.09-3.98in x 1.26-2.36in x 0.59-0.71in (53-101 mm x 32-60 mm x 15-18 mm), IP67, with bypass diodes Cable 4mmzSolar cable; (+)>-49.2in(1250mm),(-)z49.2in(1250mm) Connector Staubli MC4; IP68 �a.o'nazomml za•noeemml iS.T pH55emn i o�,°na Pd,u eo.>e•1<.Smml rmm. I � 3p3.95Emm) I ® i au•naas mml I I -�rx<8�Tn1�60 m�m1-r , �' B•Pa'r�,p, bin I -I I--1.zP'p3mmt CEiARA 0.BY Pemm) 0.e6•p43mml-f-tIo.>,rtasmmt ELECTRICAL CHARACTERISTICS POWER CLASS 385 390 395 400 405 , MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STCt (POWER TOLERANCE+5 W /-O W) Power atMPPt P,,,,, IW] 385 390 395 400 405 Short Circuit Current' Is= [A] 11.04 11.07 111D 11.14 11.17 E Open Circuit Voltage' E V,, IV] 45.19 45.23 45.27 45.30 45.34 - Current at MPP Ivy [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP Vv IV] 36.36 36.62 36,88 37.13 37.39 Efficiency' rl 11/1 >_19.6 >-19.9 >_20.1 >-20.4 a20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOTz Power at MPP P._ [W] 288.8 292.6 296.3 300.1 303.8 E Short Circuit Current IS, [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Va 1V] 42.62 42.65 42.72 42.76 _c e Current at MPP I-P [A] 6.35 8.41 8.51 8.57 Voltage at MPP Vr IV] 34.59 34.81 U2.6 35.25 35.46 'Measurement tolerances P,a p13%; Isc; Vcc 15%at STC:1000W,/e, 25!2'C, AM 1.5 according to IEC 60904-3.2800W/m'. NMOA 1.5 • Q CELLS PERFORMANCE WARRANTY PERFORMANCEAT LOW IRR ;X ,a� 3 a s� p aZ 0 0 o so .n.. y.nyms:�m c"..vy al-.zm.vw mta� YEARS ---T-----r-----r----�---- At least 98%of nominal power during Z first year. Thereafter max. 0.5% degradation per year. At least93.5%of nominal power up to 10 years. At E leas'. 86%of nominal power up to ' 25 years. w i �' a ®� All data within measurement tolerant- i ' as. Full warranties in accordance with the warranty terms of the a CELLS :oo aao eoo zooA sales organisation of your respective iRRAaANCE twrmq country. Typical module performance under low Irradiance conditions In comparison to STC conditions (250C,10001N/m2) 7; TEMPERATURE COEFFICIENTS c Temperature Coefficient of Is,, a /o/K +0.04 Temperature Coefficient of V . % K -0.27 Temperature Coefficient of P, y [%/K] -0.34 Nominal Module Operating Temperature NMOT [`F] 109t5A (43t3°C) Y 0 PROPERTIES FOR SYSTEM DESIGN o Maximum System Voltage Vsrs IV] 1000 (IEC)/1000 (UL) PV module classification Class II o Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI / UL 61730 TYPE 2 W Max. Design Load, Push /Pulp [Ibs/ftz] 75 (3600 Pa)/55 (2660 Pa) Permitted Module Temperature -40°Fupto+185°F c Max. Test Load, Push/PuIP [Ibs/ftz] 113(540OPa)/84(4000Pa) on Continuous Duty (-40°Cupto+85°C) See Installation Manual QUALIFICATION S=AND CERTIFICATES PACKAGING INFORMATION UL 61730, CE-comptianl, OuMty Controlled PV - I QV Rheinland, IEC 61216:2016. IEC 01T302016, w L sA® U.S. Patent No. 9,893.215'(Solar cells), OCPV CerLtication ongoing. C US u�ezrm miniaom W� "dam Ib LO_OJ Horizontal 76.4in 43.3in 48:01n 16561bs 24 24 32 0 packaging 1940mm 1100mm 1220mm 751kg pallets pallets modules s a N Note: Installation instructions must be followed. Seethe installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha O CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA I TEL+1949748 59 961 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us CONTRACTOR LOGO &T0ITANW CUSTOMER: JAIRO HERRERA PROJECTADDRESS: 181 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PARCEL NUMBER: SHEETNAME: PV MODULES DATA SHEET PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE T P 113411 DATE: SHEET TITLE: D-1 SHEETS: 7 ^� A DOCUMENT UED FOR PERMIT V I DESCRIPTION Power Optirnizer M0 O For North America P320 / P340 / P370 / P400 / P401 / P405 / P485 P505 m X 9 N m X PV power optimization at the module -level / Specifically designed to work with SolarEdge / Fast installation with a single bolt inverters / Next generation maintenance with module - Up to 25% more energy level monitoring / Superior efficiency (99.5%) / Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading / Flexible system design for maximum space utilization solaredge.com ENGINEER CONTACT INFORMATlOr11i ENGIPARTNERS LLC �. C.A.32661 // 255 GIRALOA AVE CORAL GABLES, FL 33134 DES IGN@EN GIPARTNERS.COM / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) / Module -level voltage shutdown for installer and firefighter safety EN No. 8 704 OI�1 Zlz �- ENGINEERING STAMP hW -CONTRACTOR CONTACT INFORMATION •' ��OR1DP`• '�.0 `.TITAN SOLAR POWER FL g, 12221 N US HIGHWAY 301 ✓�,5� ®NAL kN THONOTASASSA, FL 33592 (813) 982 -9001 / Power Optimizer For North America P320 / P340 / P370 / P400 / P401 / P405 / P485 IAIDI IT Rated Input DC Power" 320 1 350 370 400 , 405 485 505 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 80 60 1252 830 Vdc MPPT Operating Range 8 - 48 8 - 60 8 - 80 8-60 12.5 - 105 12.5 - 83 Vdc Maximum Short Circuit Current (Isc) 11 11.02 11 10.1 11.75 11 14 Adc Maximum DC Input Current 13.75 12.5 14.65 _]__ 12-5 1 17.5 Adc Maximum Efficiency 99.5 Weighted Efficiency 93.8 98.6 % Overvoltage Category 11 'OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 I 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 ± 0.1 Vdc Optimizer CTAKinADn rnmm mmrr EMC FCC Par:15 Class 8, IEC61000-6-2, JEC61000-6-3 Safety IEC62109-1(class II safety), UL1741 Material UL94 V-0, UV Resistant ROHS Yes InICTAI 1 ATWIKI CDFrIFIrATInNS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 129x1S3x27.51S.1x6x1.1 129x153x33.5 15.tx6x1.3 129x153x29.5 /5.tx6x1.16 129x159z44.5/S.tx6.3x1:9 129xl62x59 /5.1z6.4x23 mm /in Weight (including cables) 630./ 1.4 750 / 1.7 1 655 / 1.5 845 / 1.9 1064 / 2.3 gr / lb Input Connector M'C401 Single or dual MC4Th+ MC4of Input Wire Length 0.16 / 0.52 0.16or0.9 /00.1 or 0.9 I 0.16/0.52 m/ft Output Wire Type / Connector Double Insulated / MC4 Output Wire Length 0,9 / 2.95 1.2./ 3.9 m / ft Operating Temperature Rangel"j -40 t0 +85 / -40 to +185 "C /'F Protection Rating Relative Humidity IP68 / NEMA6P 0 - 100 % 0) Rated power of the module at STC will not exceed Ure optimizer "Rated Input OL Power-. Modules with up to -�• b power tolerance arc al Qweg (2) NEC 2017 mouires max inpdt voltage be not more than 80V (3) Fo• other connector types please contact SolarEdge (4) For dual verson for paralel connection of two modt;,es use P485-41dMOMRM. In the case of an odd numimr of PJ modules in one string, installing one P485 dual version pove, octir�4�r� s one PV modu'e. When connecting a single mocule seal the unused np1t ccnnectors with the supplied pair of seats (5) Longer inputs wire length are avai!ab!e for use. For 0.9:n input wive length order P401-xxAxxx (6) For amb.ent temperature above 4 850C / r 1851 pourer ce-rating a aopried Refer to Power Optimizes Temperature De ­Rating Technical Note for more detans ! P320, P340, P370, 8 j 10 18 Minimum String Length P400 P401 I (Power Optimizers) I P405, P485, P505 1 6 j 8 1 14 Maximum String Length (Power Optimizers) 25 25 50N 5700 (6000 with Maximum Paver per String SE7600-US - SE11400- 5250 6000(m 1275011 i W us) Parallel Strings of Different Lengths or Orientations Yes rn For detailed string sizing information refer to: httplNwAy.solaredgc.com/s,tes/defauttifi'es/string_szig-m#f (8) It is not allowed to mix P405/P485/P505 with P320/P340!P370/P4C0/P401 in one string (9) A string vtilh mote than 30 optirnizers does not meet NEC rapid shutdovm requirements; safety voltage v ill be above the 30V requirement (13) Far 208V grid: it is allowed to install up to 6,500w per string when the maxhnum poster difference hetween each string is 1,000W (11) For 277/480V grid. @ is allowed to install up to 15,0017W per string when the max6mum power difterence between earn string is 2.000W a ® SolarEdge Technologies Ud All rights reserved. SOLAREDGE, the SolarEdge loco, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc All other trademarks mentioned herein are trademarks of their resowners pective Date: 0820Ea 021 DS-000-12-NA subject to change without notice. A . Ro H S Intertek CONTRACTOR LOGO *TITAN S 0 L A R P 0 W E R CUSTOMER: JAIRO HERRERA PROJECTADDRESS: 181 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PARCEL NUMBER R SHEET NAME: SMART MONITORING DATA SHEET PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO. PE TSP113411 DATE: SHEET TITLE: D-2 SHEETS: Q nr 0 Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE3800H-U.S / SESOOOH-US / SE6000H-US / SE7600H-US SE10000H-US SE11400H-US 1000004- I O O-lar=[• ,r.�wo a 0) O solar =— - F , 4D Optimized installation with HD -Wave technology Specifically designed to work with power optimizers 1 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 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 list solaredge.com DOCUMENTCONTROL UED FOR PERMIT V I DESCRIPTION X�%%II ll//// GO t4Z41 F /��� Ir 104 G ----- - LNo * _ ENGINEER CONTACT INFORMATION. ENGINEERING STAMP 'BONTRACTOR CONTACT INFORMATION ENGIPARTNERS LLC '� ••. STATE OF ••••••F`OR,OP`.'•• 7AN SOLAR POWER FL C.A.32661 � 12221 N US HIGHWAY 301 255 GIRALDA AVE I� CORAL GABLES, FL 33134 •. .• �(� •' •• •' '' THONOTASASSA, FL 33592 /*4�©" DESIGN@ENGIPARTNERS.COM 1 `� (813) 982-9001 / Single Phase Inverter with HD -Wave TechnOlOgy for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE7600H-US,/ SE100.00H-US V SE11400H-US APPLICABLE TO INVERTERS SEXXXXH X)D(XXBXX4 WITH PART NUMBER OUTPUT Rated AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 600b @ 240V 5000 @ 208V 7600 10000 11400 @ 240V 10000 @ 208V VA Maximum AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 6000 @ 240V 5000 @ 208V 760D 10000 11400 @ 240V 10000 @ 208V VA AC Output Voltage Min: Nom: Max ,(211 - 240 - 264) ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac At Output Voltage Min: Nom.-Max. (183 - 208 - 229) ✓ ✓ ✓ Vac AC Frequency (Nominap 59.3 - 60 - 60501 H2 Maximum Continuous Output Current @240V 12.5 '16 21 25 32 42 47.5 A Max mum Continuous Output Current @208V 16 24 - - I 48.5 A Power Factor 1, Adjustable - 0.85 to 0.85 GFDI Thieshold 1 A Utility Monitoring, Islanding Protection Country Configurable Thresholds Yes ,INPUT Maximum DC Power @24011 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5101) 7750 - 15500 W Transformer -less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V111 8.5 10.5 13.5 16.5 20 30.5 Adc Maximum Input Current @208V1=1 - 9 - 13.5 - E=i 27 Adc Max. Input ShortCircuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 66oli Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V 98.5 @ 208V Nighttime,Power Consumption < 2:5 1 W N For other regional settings please contact Solar Edge support O.A higher current scurce may be used; the inverter will limit its input current to the values stated FILE COPY REVLZDION CONTRACTOR LOGO (OTITANDW CUSTOMER: JAIRO HERRERA PROJECTADDRESS: 181 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PARCELNUMBER: 590.0223000.4 SHEET NAME: INVERTER DATA SHEET PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO. PE TSP113411 DATE:1-11 SHEET TITLE: D-3 SHEETS: ^ ()F 9