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HomeMy WebLinkAbout21-1351 m ,Q City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001351-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/16/2021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 32 25 21 0100 01900 0090 35562 Stella Vast Drive Owner Information Permit Information Contractor Information Name: ERIN BISHOP&DAVID LAKEMAN II Permit Type:Electric Service ReplacemenUM Contractor:TITAN SOLAR POWER FL Class of Work:Add/Alter Residential INC Address: 35562 Stella Vast Dr Building Valuation:$0.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$46,000.00 Phone: (636)219-2015 Mechanical Valuation: Plumbing Valuation: Cy Total Valuation:$46,000.00 Total Fees: cJ 4Amount Paid::$40$405.00 -71 Date Paid:2/16/2021 11:24:21AM Project Description INSTALLATION ROOF MOUNT SOLAR PV SYSTEM Application Fees Electrical Permit Fee $270.00 Electrical Plan Review Fee $135.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. \ 1 CONTRACTOR SIGNATUR PE IT OFFICE PERMIT EXPIRES IN 6 MONT ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Departmer. NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.if the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the Intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to perrnilling privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.it is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.if the project does not Involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500,00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.if the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'SlOWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development,Application is hereby made to obtain a permit to do work and Installation as indicated.I certify that no work or Installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work•and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included In the application.A permit Issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become Invalid unless the work authodzed by such permit is commenced within six months of permit Issuance,or if work authorized by the permit Is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extenslon.:if work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WIT YOUR.LEN12M OR-AN ATTORNEX I' EFORE REC TICE-OF COMMENCEMENT. FLORIDA JURAT(F-S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swam to(or affirmed)before me this }Ju d nd sw la(or inlet) fo a i< Who islare personally known to me or has/have produced Who ionall nown to me or haslhaveproduced as identification. �^ as identification. Nolary Public ary Public Commission No. Co missionJ4o.- .. .- Name of Notary typed,printed or stamped Name of Notary typed,parntea or stamped �uuruPiIir CORI DEE PORASIK as �-Notary Public-State of Florida o Commission # GG 310262 P My Commission Expires March 11, 2023 Y e13-780-0020 City of Zephyrhills Permit Application Fax-013-760.0021 Building Department Date Received phone ContforPennittin (2628809742 -- E L L It g$E It ^ S_tac].�." Owner's Name :1 rin Bishop Owner Phone Number ((636� 219-2015 Owner's Address 35562 Stella vast dr Zephyrhills FL 33541 Owner Phone Number Fee Simple Titleholder Name -�� Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 35562 stella vast dr Ze h rhills FL 33541 LOT# SUBDIVISION PARCEL ID# 32-25-21-0100-01900-0090 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN Q = DEMOLISH INSTALL REPAIR PROPOSED USE ® SFR = COMM C, OTHER With PV solar TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL DESCRIPTION OF WORK solar PV installation, roof mounted BUILDING SIZE SO FOOTAGE�. HEIGHT "'VIVIE C4 "C"C�Ci'�"IC.ICZ C`[ Fi BUILDING $ VALUATION OF TOTAL CONSTRUCTION46000 =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY .Q W.R.E.C. =PLUMBING $ x dukee =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION / =GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR FLOOR ELEVATIONS �� FLOOD ZONE AREA =YES NO C/G BUILDER COMPANY SIGNATURE REGISTERED1-YIN FEE CURREN VY/' ' Address *ZlArmstrona License# ELECTRICIAN CWeANY-_ Titan Solar Power FL SIGNATURE "REGISTERED YIN FEE CURRENAddress41 Blvd kissimmee FL 347 License#'EC13009924 PLUMBER COMPANY SIGNATURE REGISTERED Y I N FEE CURREN . Y/N Address License#' MECHANICAL COMPANY SIGNATURE REGISTERED I YIN FEE CURREN Y/,N Address License# OTHER COMPANY I ! SIGNATURE REGISTERED I -YCN I FEE CURREN Y 1:N Address License# EgEi19e111 tollgate&Ilia ttldgo462 1RUNa al■El.Ellfg11 fell film 11g1112t1stat - RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-OW Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Wo Permit for subdivisionsflarge projects COMMERCIAL Attach(2)complete sets of Building Plans'plus a Life Safety Page;(1)set of Energy Forms,R-O-W Permit for new construction. Minimum ten(10)working days after submittal dale.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects,All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans, • PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,It Notice of Commencement Is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be•someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AlC Fences(Plot/SurveyfFootage) Driveways-Not over Counter if on public roadways..needs ROW PROJECT DESCRIPTION "PROPERTY SIDE FACING STREET" SYSTEM CAPACITY: 10.2 KW DC/7.6 KW AC IN* NORTH PV PANELS:(30)SIL-TITAN 340 NL(60 CELL)BY SILFAB OPTIMIZERS:(30)P370 BY SOLAREDGE 1 INVERTER:(1)SE7600H-US BY SOLAREDGE RACKING SYSTEM:CROSSRAIL 48-XL BY EVEREST PROJECT INFORMATION PROJECT LATITUDE 28.260135 I MIN AMBIENT TEMP 1 °C - .. . •: " . PROJECT LONGITUDE -82.228000 MAXAMBIENTTEMP 35°C WIND EXPOSURE B BIt.i1. ' ./ AHJ ZEPHYRHILLS MAX WIND SPEED 138 MPH ---EXISTIN3 ELECTRIC;:_.,1ETER PVClSCOt:NECT DRAWINGS INDEX 2 LOCATION MAP / WIND ZONES ,--PV STRiNGINVERTER#1 C_7 COVER SHEET � C-2 SAFETY PLANS NTS. E_1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURAL PLAN S-2 RACKING PLAN D-1 PV MODULES DATA SHEET taa i 1 _ w,` D-2 SMART MONITORING DATA SHEET �4 " -5 D-3 INVERTER DATA SHEET GENERAL NOTES PER FL.STATUTE 377.705(REVISED 7/1/2017),I 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 "``{ '.t STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE ' ',''.1, _ FLORIDA BUILDING CODE. fir' I APPLICABLE CODES:2020 FLORIDA BUILDING CODE 7TH EDITION, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER f STRUCTURES,NEW ELECTRICAL CODE,NFPA 70 AND NEC 2017. F t _ I ." 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 ED_________________________________ IRRADIANCE MAP RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, N.T.S. AND IT IS RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. . _,.... CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE R �j' F,�; INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH J' I v W DATE p EDITION OR LOCAL GOVERNING CODE. e'er=I- �� C� ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL ���(Qp�`F ZEPHYRHILL CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC)2017, LOCAL EXAMINER STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS •s t- f I SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING �` ¢¢ CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL • I I OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE I �\\ �f TORQUED PER DEVICE LISTING, OR MANUFACTURERS .•,.} +�'...� Ise G (, ,"s GO // RECOMMENDATIONS.NON-CURRENT CARRYING METAL PARTS SHALL ._ —i__ ���•��� }�" -. ail[+. ��/ /j BE CHECKED FOR PROPER GROUNDING. tCEN . . REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY `+ O i ATTACHED BY ADHESIVE,OR OTHER MECHANICAL MEANS,LABELS �" ' SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER No' 831O4 : 0 �_ APPLICABLE STATE AND LOCAL CODES.SEE LABELS AND MARKING LL R , yk PAGE FOR MORE INFORMATION. 111�111 - - E FLORIDA ILVtjè- R _ NATIONAL ELECT Ric CODE,CODE, `� R RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING AND THE CI-n, ® ��F � MANUFACTURERS INSTRUCTION SPECS,INCLUDING ALL GROUNDING ORDI OF ZEPMYRHILLS i `• T E WEEB CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL NANCES J� �(/ CONTINUITY. 3D RENDERING ROOF PLAN VIEW ! BOS LOCATION �� .oa.' `� /� ��� ���`. BUILDINGS.TDEESIGN WINDOPRESSURES IAREOCALCULA CALCULATED USING O N.T.S. 1 N.T.S. �// 'g,( " ,\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 OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 01-04-2021 KC AF ENGIPARTNERS LLC TITAN SOLAR POWER FL ERIN BISHOP COVER SHEET REV DESCRIPTION DATE CAD OC ,,s.....•n Digitally signed PROJECT ADDRESS: C.A. AVE -'F LV `Fis by Rafael A 12221 N US HIGHWAY 301 T 1 • AT A N 255 GIRALDA A �E"se..,os; 35562 STELLA VAST DR, CORAL GABLES,FL 33134 =Q.."?.es'ci`i'-Gonzalez Soto THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33541 ..PROJECT IL. ENGINEER OF RECORD: SHEET TITLE: 't� � Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-1 sra-ear DESIGN@ENGIPARTNERS.COM =FFsfpg�g ' 2021.01.05 (813)982-90D1 TSP61951 N�i ENS+`•,. PARCEL NUMBER: DATE: SHEETS '- , : 04:16:43-05'00' 833-886-3644 #EC13008093 32-25-21-0100A1900-0090 1z-2z-zo2o 1 OF 9 "PROPERTY SIDE FACING STREET" NORTH fiEiiiiiiiiii N _. EXISTING ELECTRICAL METER ----PV DISCONNECT _.-------PV STRING INVERTER#1 I I I I I I I ►�,,,��� LOCATION OF NEAREST URGENT CARE FACILITY �' ON4 //�/ NAME: SA ,y — ` � O,IOE ,�+� ts' � ADDRESS: i NO. 83104 • p - PHONE NUMBER: NOTES: \ { Q'.` 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREAAROUND HOME ATE E O t- 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST ED____________________ SAFETY PLAN %'�tS' �� ' � URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK N.T.S. //f/ � '41A,LN\<<< DOCUMENT CONTROL DATE CAD DC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ERIN BISHOP SAFETY PLAN ISSUED FOR PERMIT Ot DATE 1 RC AF ENGIPARTNERS LLC ,. :,o,, Digitally signe TITAN SOLAR POWER FL REV DESCRIPTION DATE cnD Dc , �oN PROJECT ADDRESS: 4 - - - C.A.32661 ,'per"`._� <s\ b Rafael A 12221 N US HIGHWAY 301 I . 35562 STELLA VAST DR, 255 GIRALDA AVE - SF`�= y `Y�-) / areas -Gonzalez Soto THONOTASASSA,FL 33592 CORAL GABLES,FL 33134 ?* ,r.:rn°j� � *` ZEPHYRHILLS,FL 33541 • PROJECT D: ENGINEER OF RECORD: SHEET TITLE: srA*t'.>'' =Date: S 0 L A R P 0 W E R I ENG.RAFAEL A.GONZALEZ SOTO,PE C-2 ';9o"=oz�oq,.��, 2021.01.05 DESIGN ENGIPARTNERS-COM (613)982-9001 TSP61951 - - "'-Z"' PARCEL NUMBER. DATE: SHEETS: 04:16:52-0500 32-25-21-0100-01900-0090 12-22-2020 2 OF 9 833-888-3644 #EC13008093 WIRE SIZES, QUANTITY&TYPE RACEWAY SIZE,TYPE,LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION 125%OF WIRE DE-RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDUIT WIRE TAG QTY.SIZE&TYPE QTY.SIZE&TYPE QTY.SIZE&TYPE SIZE&TYPE RACEWAY LOCATION ABOVE ROOF CURRENT OUTPUT OCPD WIRE AMBIENT #OF FINAL DIST. VOLTAGE DROP% FILL% CURRRENT RATING TEMP COND. • AMPACITY 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% DC(AFTER JB) (4)#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)#8 AWG THWN-2 (1)#BAWG THWN-2 (1)#8 AWG THWN-2 3/4"EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.0A 40A 55A X 0.76 X 1 =41.8 A 5 FT. 240V 0.1% 7.7% STRING#1 EXISTING UNDERGROUND SERVICE 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 A1.14 A1.15 240V/120V 200A BUS BAR it II . J{[ T f I1 ILA i[' i 10 INVERTER TOTAL OUTPUT:32A 2 3 4 5 SAFETY RATING (125%D): 4OA PV RAILS TO BE BONDED WITH#8 BARE WIRE TOTAL PV SYSTEM OCPD: 40A STRING#2 6 $' 9 )15OA UNFUSED a 4OA MAIN BREAKER RATING: 150A A2.1 A2.2 B2.3 B2.4 B2.5 B2.6 B2.7 B2.8 B2.9 B2.10 B2.11 B2.12 B2.13 B2.14 B2.15 J[ 7 O BUS BAR RATING: 200A 1 120%G BACKFEED RATING: 90A � T'1' IT w JI l LTTL �IL_ l' ter' 1 #6 THWN-2 GROUND 11 12 14 11 13 • O ONE LINE RISER DIAGRAM N.T.S. LEGEND: (30) SIL-TITAN 340 NL(60 CELL)BY SILFAB 2#10 PV WIRE ``' �'ICE • 't ., REFER TO SHEET D-1 2 1#8 BARE WIRE GROUND $ NEMA3R JUNCTION BOX F 3/4"EMT CONDUIT 11O. 83 0� 2#10 THWN-2 2#8 L1,L2 THWN-2 1#8 THWN-2 GROUND 104 C) 4 1#8 THWN-2 GROUND 5 SE7600H-US BY SOLAREDGE-REFER TO D-3 SHEET 6 1#8 THWN-2 NEUTRAL 3/4"EMT CONDUIT 3/4"EMT CONDUIT 2#8 L1,L2 THWN-2 O 7 PV SYSTEM DISCONNECT 8 1#8 THWN-2 GROUND 9 PV INTERCONNECTION POINT rA'r C� 3/4"EMT CONDUIT - � <oRI IZA ,. 10 UTILITY ELECTRICAL SERVICE 2#3 L1,L2 THWN-2 GENERAC AUTOTRANSFER SWITCH RATED 200A '�i 11 1#3 THWN-2 NEUTRAL 1 1/4"EMT CONDUIT 12 /���� 1!111111 13 EXISTING INTERNAL SUB PANEL 14 GENERAC 10KW GENERATOR DOCUMENT CONTROL DATE CAD DC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT o1-04.2021 KC AF ENGIPARTNERS LLC TITAN SOLAR POWER FL ERIN BISHOP REV DESCRIPTION DATE AD QC ^'• Digitally signe PROJECT ADDRESS: ONE LINE RISER DIAGRAM p. F"¢ 12221 N US HIGHWAY 301 C.A.32661 Qom, E;;•.zs°-: by Rafael A �`f/J 255 GIRALDA AVE =e r sF`:�^= 35562 STELLA VAST DR, CORAL GABLES,FL 33134 = -_% � y'R=GOnZdIEZ S0 0 THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33541 . PROJECT ICI: ENGINEER OF RECORD: SHEET TITLE: ' .y : Date: S 0 L A R P 0 W E R ENS.RAFAEL A.GONZALEZ SOTO,PE E-1 O`F�OptD,,41` 2021_01.05 813 982-9001 - TSP61951 DESIGN@ENGIPARTNERS.COM =.,,ass jai ns,,., I � PARCEL NUMBER: DATE: SHEETS: 04:17:03 833-888-3644 #EC13008093 32-25-21-0100-01900-0090 12-22-2020 3 OF 9 INVERTER#1 LABEL LOCATION: WARNING ', V' f LWARt41NG DUAL POWER SOURCE POINT OF � O -FAIC SYSTEMC CUITISBA INTERCONNECTION ELECTRICAL SHOCK HAZARD LABEL LOCATION: 15 AMPS • LABEL LOCATION: PER CODE: NEC 690.64 DO NOT TOUCH TERMINALS INVERTER NEC 705.12(D)(4) AC DISCONNECT, • 500 VOLTS TERMINALS ON BOTH LINE AND POINT OF INTERCONNECTION PER CODE: NEC 690.52 I � _> . LOAD SIDES MAY BE ENERGIZED PER CODE: NEC 690.17(E) 48o vac L WARNING LABEL LOCATION: �: POINT OF IN THE OPEN POSITION AJJtIJi 32 AMPS I INVERTER OUTPUCONNECTIOPLI)ONOT I INTERCONNECTION RELOCATE.T₹ S OVERCURRI=IVT DiIICE PER CODE: NEC 690.64 NEC 705.12(D)(4) LABEL LOCATION: � ; � � � LABEL LOCATION: MAIN SERVICE PANEL rN , �• 32A AC DISCONNECT AAUTION ii a 240V PER CODE: NEC 690.54 PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PER CODE: NEC 705.10 NEC 690.45(B)(5) ELECTRICAL SHOCK HAZARD LABEL LOCATION: IF A GROUND FAULT IS INDICATED INVERTER NORMALLY GROUNDED CONDUCTORS PER CODE: NEC 690.05(C) D , LABEL LOCATION: MAY BE UNGROUNDED AND ENERGIZED [ J J POINT OF INTERCONNECTION PER CODE: LABEL LOCATION: NEC 690.33(E)(2) AC DISCONNECT _ 1 LABEL LOCATION: �, POINT OF INTERCONNECTION DC DISCONNECT WARNING. PER CODE:NEC 690.58(C) PER CODE:NEC 690.14(C)(2), LABEL LOCATION: • NEC 690.53 TURN OFF PHOTVOLTAIC AC DISCONNECT, MAIN PANEL PER CODE: NEC 110.27(C) AC DISCONNECT PRIOR TO OSHA 1910.145(f)(7) WORKING INSIDE PANEL CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED A PHOTOVOLTAI LABEL LOCATION: LABEL LOCATION: POINT OF INTERCONNECTION _ VVARNING ,, AC DISCONNECT PER CODE:NEC 690.15, NEC 690.13(B) PER CODE: NEC 690.54 ELECTRICAL SHOCK HAZARD LABEL LOCATION: ,,>r t I I ►►r,, DC DISCONNECT, INVERTER i THE DC CONDUCTORS OF THIS PER CODE: NEC 690.35(F) `�'. �,t� NSF F � ,� PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED - No. $3104 : O PV SAFETY LABELS DATA N.T.S. LABEL LOCATION: C`rkAL '� MAIN SERVICES DISCONNECT, DC CONDUIT Ir r r r PER CODE: NEC 690.31 (E)(3) DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 01-04-2021 I(C AF ENGIPARTNERS LLC TITAN SOLAR POWER FL ERIN BISHOP REV DESCRIPTION DATE !CAD QC """"""' Digitally signed PROJECT ADDRESS: SAFETY LABELS C.A.32661 -QFl„- 12221 N US HIGHWAY 301 OTITAN 255 C A.326 AVE e s by Rafael A 35562 STELLA VAST DR,,o; ;w a,!a,�;;*_Gonzalez Soto THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33541 PROJECT ID: ' ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES,FL 33134 =«_..„tq .•1„ _ Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE E-2 DESIGN@ENGIPARTNERS.COM 2021.01.05 (813)982-9001 TSP61951 's,`FS��aNaL E(,aY,•° PARCEL NUMBER: DATE: SHEETS: 4 OF 04:17:11-0500� 32-25-21-0100-01900-0090 12-22-2020""'�"��""' 833-888-3644 #EC13008093 ULTIMATE WIND SPEED 175 mph NOMINAL WIND SPEED 138 mph $t-23„ RISK CATEGORY II EXPOSURE CATEGORY B ROOF SLOPE 25 NORTH 4-23" ROOF TYPE HIPPED PRESSURE ZONE: 1&2 • I MEAN ROOF HEIGHT: 13.65 PERIMETER WIDTH: 4.2 0.85 N -- - - KzT 1.0 KH 0.575 VELOCITY PRESSURE(q)=0.60"0.00256")< K ( V VELOCITY PRESSURE(ASD) 14.29 495 OBS EXISTING ELECTRIC METER EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.4 -' �- . EXTERNAL PRESSURE COEFFICIENT Z2 0.7 -2.0 . - _-PV DISCONNECT EXTERNAL PRESSURE COEFFICIENT Z3 0.7 -2.0 PV STRING INVERTER ....... ........ ...... a INTERNAL PRESSURE COEFFICIENT 0.18 ._. .. ZONES PRESSURES MAX. MAX. .; (PSF) SPAN(FT CANTILEVER(IN). -22.58 6' 24" ,�. Vr -31.15 4' 16" -31.15 4' 16" N/A N/A N/A -31.15 N/A N/A rIOTAL ROOF AREA 2 787 e s .-ft TOTAL MODULES: 30 TOTAL PHOTOVOLTAIC AREA: 548.96 s -ft WIND LOAD(PSF): -31.15 -- -- -- - -. _ SOLAR MODULE TOTAL WIND LOAD(LBS).: -17,100.10 TYP.SEE 2-1 TOTAL ROOF MOUNTS: 61 I OBS _ TENSION FORCE PER MOUNT(LBS): -280.33 _ I LEGEND & SYMBOLS - . ROOF MOUNTS OBS OBS: .0BS- --- -- -- ---- -- - • LOCATED AT CENTER OBS ROOF OBSTRUCTIONS OF ROOF TRUSS-TYP. • ARRAY# 3 xx,x_ _ MODULE # _..... .._ OBS STRING# WOOD TRUSSES/RAFTERS ..- LOCATION-INSTALLER CBS MUST VERIFY IN FIELD PV MODULES OBS TRUSSES OR RAFTERS — a ROOF MOUNTS & RAIL ' 2.3) ROOF'S GENERAL NOTES: A2.I A22, ••r\ • E - = ROOF SLOPE 1-CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. _ I UL 1703 CERTIFIED 2-CONTRACTOR/INSTALLER TO NOTIFY THE ; N MAX.PV MODULE SURFACE LOAD:83.5 psf Al-151 ARRAt APPLIED WIND LOAD.31.15 psf OWNER IMMEDIATELY OF ANY ROOF - TILT=25° .; ��11 j DEFICIENCIES AND/OR REPAIR REQUIRED TO AZIMUTH=sae(6 (i�� //// NOTES: INSTALL THE PV SYSTEM. — - - r-, " �n // L-TITAN 3y MODULES ND ENDS CLAMPS AT THE 3-FOR DOES NOT ASSUME ANY RESPONSIBILITY - _ 340 NL ����a' � /' SI ENO OF EACH ROW OF MODULES. FOR THE INSTALLATION OF ANY PV SYSTEM ON 7 +• 4 (60 CELL) -ALUMINUM RAILS SHOULD ALWAYS BE ,/ � SUPPORTED BY MORE THAN ONE 83104 •. O FOOTING ON BOTH SIDES OF THE DEFICIENT ROOFS. ? �Ai 1g ' - ' O� SPLICE. 4-CONTRACTOR/INSTALLER ASSUMES ALL _ RESPONSIBILITY TO INSTALL AS PER a_- ____.______. — MANUFACTURER STANDARDS. ARRAY A `� •L •>: �'�� . ' STRUCTURAL ROOF PLAN & PV MODULES LAYOUT TILT=25° ' Oftla `. I �` SOLAR MODULE N.T.S. AZIMUTH=180°(S) / � • �� N.T.S. DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ERIN ISSUED FOR PERMIT 01-04-2021 KC AF DI Itall ENGIPARTNERS LLC e Y TITAN SOLAR POWER FL PROJECT ADDRESS: BISHOP STRUCTURAL PLAN REV DESCRIPTION DATE CAD OC °t+za�°., sl ned b C.A.32661 °��p�1 Rafael A Y 12221 N US HIGHWAY 301 T I T A N 35562 STELLA VAST DR, 255 GIRALDA AVE ry,enw � - CORAL GABLES,FL 33134 Gonzalez Soto THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ` 5T°" p Date. S 0 L A R P O W E R ENG.RAFAELA.GONZALEZSOTO,PE S-1 •DESIGN@ENGIPARTNERS.COM `'•.,,`FssirNa��=�" 2021.01 813982-9001.05 ( ) PARCEL NUMBER: TSP61951 DATE: SHEETS: 833-555-3644 04:17:23-05 #5013006093 00 32-25-21-0100-01900-0090 12-22-2020 5 OF 9 , e CrossRail End Clam L-Foot CrossRail Mid Clamp CrossRail 48-XL — • .._...._._._.... ............... Camp Mechanical Properties + f/' rmv,wee �. ) ' -' Section Properties 'I ₹ n. -. a.....�. .--- L f ..x.w.W.ti• - .-. : .-.. .+'Y-0lSe..,.,1.._h, acct,-,,. n I__-._--_._ t .....IC C. ,rtr. .-,,.aa,.»v.-.•. ., • — s i_r— 3 r.+d C•c.: .,,evens I .--t 1 >a:s Technical data 4 ___ _Technical data Technical data .> .. _ .. V. urce vnl,Yv; ,•,r M1+, ., . 'nr.6,°m Nf imml Nrn[, Fas,e'S'YY rm•,I fiwwa '. Yr si1 J�a'9'9e,.3.•now+. o U }T f C U •>m rags F.+...vre:'ati°. •:.. wM Strvn5N !3..w _ 3 kd.a,ai.,a :..+x,u r iea,rrYKln'.n.lul m•o:W.t,u,IM1am e,••samn..xt:�rvx:yen fbbv 1 Ym3 x, a.au..-,w � . �� sti»ur vr.m�i.t:,..-:�:a.,r„u«a;.v .+.e.,r ..,»• -' -.r .. _ .. lu6 e.rr y .nn.a. amn..a .,, .....,.-„ .. .,.-..:.. .. .._....r..r .... .sentCICICC. .,.. w,r...,.w wmm � — —,,.�s CC,—C7 SPAN TABLE FOR RI MINI ANCHORAGE SYSTEM OL06 3 % 96 96 96 % % 78 b6 Dto6 1 s S 8 8' 61 sr s 4' a CROSSRAIL END CLAMP Dr n.y 54 ees121 =6= =5 s 4 3 131 121z 2 S 7 m 27 1 96 96 96 96 % 96 93 82 73 C 7 to 27 1 8 a 8 8 7 6 5 4 4 LAG BOLT 96 �+ 87 74 63 55 48 42 3i3 De rees 2 6 5 5 4 3 3 2 2 2 28 to 45 1 8 8 8 7 6 5 4 4 3 s 2 96 % 96 96 86 75 66 58 52 De ees 2 a 7 6 5 5 4 3 3 3 FLASHING 0606 1 96 96 96 96 96 90 78 68 60 0to6 1 a S 8 7 6 5 4 3 3 D s 2 93 84 TT 64 55 47 41 36 37 De ees 2 5 4 4 3 3 2 2 2 O (�p 1 EXIST.2X WD. R 71027 1 % % % % 96 93 82 72 64 C 7ta 27 1 8 S 8 7 6 5 4 4 3 711111177 65 56 4S 42111113a De rees 2 5 4 4 3 3 2 2 2 0 tJG TRUSSES OR 216099 1 96 96 % 96 90 79 69 61 55 28 to 45 1 8 7 7 6 s 4 4 3 ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE 6i°MO�vVE� RAFTERS I 6906 1 96 96 96 96 % 96 96 96 96 Domes 1 $ a $ a $ $ 8 7 2 c2 �- Dox"01 2 96 96 96 96 96 92 80 7D 62_ De es 2 _ 8 8 8 7 5 s 4 4 3 70027 1 96 % 96 96 96 96 99 96 96 7 to 27 2 S 8 8 S 8 8 8 8 7 C) M _ s 2 95 95 96 96 96 94 8Z 72 6s C Degrees 2 8 8 8 7 6 S 4 4 3 261045 1 96 96 96 % 95 96 % 96 96 28 to4S 1 8 R $ 8 B 8 8 7 G J PLACE BOLT pttIIOey 7 95 96 % 95 % % % % 69 Degrees 2 8 S l 8 8 S 7 6 S 5 1/4"SS 18-8 BOLT �' ATC.L.OF 1!4"SS SERRATED FLANGE NUT "P 7 TRUSS OR LAG BOLT PULL OUT CALCULATIONS EO. EQ. RAFTER DISTRIBUTED LOAD CALCULATIONS Spruce,Pine, Per inch Thread Depth 2661bs PV MODULES&RACKING WEIGHT= INDIVIDUAL MODULE WEIGHT n AA SS Lag Bolt 5116"x 4" Min.Thread Depth 0-3" +3.5 LBSI*(MODULE QTY)=(44.5 LBS}•130)=1335 LBS SECTION tl n-r-N Wood Strength x Thread Depth=Pull Ou1St lb r1 N.T.S. _ FLUSH MOUNT SYSTEM SPAN TABLE(inches) 266 lbs.x 3 in_798 Ibs. PER SQUARE FEET IPSF)ARRAY LOAD=PV MODULES&RACKING _ 60 CELLS PORTRAIT OR LANDSCAPE WEIGHT 1 TOTAL ARRAY AREA=1335 LBS 1548.96 SOFT EVEREST CROSS RAIL(48-XL VERSION SEALANT -� EXPOSURE B Allowable Pull Out Strength per Lag Bolt 798Ibs. =2.43 pSF • Max.Pull Out Strength Required per Lag Bolt 280.33 O f - - ROOF WIND GROUND SNOW:0 psf Lag Bolt Pull Out Strength Safety Factor 2.85 HENCE ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM SLOPE SPEED LOAD Enginsered to ASTM D 1761, ° x,.«�::r.«.r...a .+ , ZONE 1 ZONE2 ZONE 3 L-FOOT y,..` .-_.____,components_______ ?!mensiun6 in(mm)_ (dogs.) (mph) (inches) (inches) (inches) Lag Screw Installation Guidelines Uni-Rac Specs.Lag pull-out(withdrawal)ca acities lbs) ,/. e9 00 MCN 6,( _„CCs 110 96 89 I.Determ ne location for the Mount on roof by in typical roof lumber(ASD) drillin through the center of truss from bottom with : 115 96 86 74 5132"drill bit. M,6G :zo a STAINLESS STEEL Lag screw specifications C',.,IC.* aafterinstallatton 120 96 84 70 2. Mark mounting holes for Mount on -'. 2X4 RAFTERS 24"O.C. underlayment.Mounting holes should be centered Specific 5/ °� 80 65 on the busses. Pe 6"shaft, RT MINI 6. : t 7°-27° 140 91 73 60 3.Drill15164'pilothole gravity per inch thread depth SEE DATA SHEET ABOVE 4.Apply sealant to bottom of Mount. f{A LT x. ,�,; a,l„ r,. 3pr.g J'�,.,6 5.Place Mount over roof underlayment with holes Douglas Fir,Larch 0.50 266 „p° \\\"} $gl(jL/� ""° 160 93 64 53 in roof ` R � o FleBble B hint / /J 6.Apply sealant to bottom of Mount,apply sealant Douglas Fir,South 0.46 235 \ q // s 170 80 60 49 to lag sinews and fasten Mount sectrey to // ! / �"'''� 180 75 57 48 trusses. Engelman Spruce,Lodgepole Pine 0.46 235 NOTE: .,<" C / 8 tie k t lla an 7.Apply additional sealant to tap assembly to be (MSR 1650 f&hlghef) SEAL BASE MOUNT TO EXISTING 5I6"•SS1FDSW sure all penetra ons are sealed ROOF UNDERLAYMENT WITH ROOF U� I1 eoCE]-16v«mTy Pressure Hem,Fir,Redwood(close grain) 0.43 212 SEALANT AND MEMBRANE No. 83104 1oC:Watepout i owoos0.a: vh.«.,ps5 «.• Hem,Fir(North) 0.46 235 �� 2 Q. • fin ~{ .scE„o.«.ww..,a,.w:.,m.,me,.m.r.eglnly8 Sou them Pion 0.55 307 -C + ,�}„L _ Y^ / Nemb(1)egral w must be embedded re the side grain of a Trusses or other structural K„ „F,r„p \ _�`1 11` A �„� member inte rat with the builtling structure. ,,,,, l,;,p,l„a,,,Ica„e,,...,«.,,.,m,..rc.,,,m,.m Spruce,Pine,Fir 0.42 205 \ IV ( () Lag Bolts must be located in the middle third of the structural member. w«d m.m �,. 5 ¢ (3) These values are not valid for wet services. a,,.evmge,er...,ar n>..°..„ra x sfio.,..n m.�,.w.�CS SHINGLE ROOF MOUNT DETAIL 8�`[ A , E of (4) This table does not include shear capac ties.If necessary,contact a local engineer to n .wa 1 �. (E of 2 million psi and higher 1 specify lag bob size with regard to shear forces. a"N grades of MSR and d hi 0.50 266 / , � ,u' (5) Install lag bolts with head ad washer Flush to surface(no gap).Do nor over-torque. 9 ) N.fi.S. 't (6) Wdhdrawat design values for lag screw connections shall be multiplied by applicable ;rte t Sources:American Wood Council,NDS 2005,Table 11.2A,11.3A. / r . \ adjustment factors if necessary.See table 10.3.1 in the American Wood Council NDS a Imo,r w .I .�P rti .n a»a„+C/m e. JJJ 4 �t�. forWood Construction. DOCUMENT CONTROL DATE !!CAD QC ENGINEER CONTACT INFORMATION - ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: RACKING PLAN ERIN BISHOP ISSUED FOR PERMIT 01 114-2 0 21Kc AF ENGIPARTNERS LLC ,,,,,,,, TITAN SOLAR POWER FL REV DESCRIPTION DATE 'CA DC ,.•^ col+zq"�•.,, Digitally signe PROJECT ADDRESS: F - - - C.A. :(F ` `.'�% by Rafael A 12221 N US HIGHWAY 301 T I T A N 255 GIRALDA LDAA AVE 's(per no: "`"GonZaleZ Soto 35562 STELL VAST DR, CORAL GABLES,FL 33134 CC*C f it3, 't 9 ` THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33541 "PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: Date: S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-2 DESIGN@ENGIPARTNERS.COM 0":≤oayo*.�?'t'/2021.01.05 (813)982-9001 TSP61951 °o�esstUltgr ENG„= PARCEL NUMBER: DATE: SHEETS: 04:1731-05'0 32-25-21-0100-01900-0090 12-22-2020 6 OF 9 833-888-3644 #EC13008093 $1.3+40 NL €' RC ( , UIIul Test Cendrtions _ _ STC NOCT Module.Power(Pmax) VJ yN _ V 34t) 241 Mawmu_m�gwervolta (VLmax) _ _»� » �! _�._._.._..— ____33.7 � 30.4 • Maximum E ff r rtt( itaic)' _�__..._..,_.. A }(3.1_...,.^.....>,...._W,.._ 7.9 von r rcuit voltage(Voc) V 40.9 37.1 Shurtcircuitcurtent(Isc) A _ 10.5 8.3 .iytodule efficier5e _ m._ __ 17.7 Maximum v'mtem Volta eP W C) V 1000 SOLAR PANEL,o Penes fuse rate _H_ _ _ PowerToleranee 11V +(3% M.es anant.a daiena C 100 *t,2-AM AM 1._ snpere,re_25'C• ....._T 300 W/, A1?,15,.Al. .uuar}.t..3% _ emua[orcalibatun roF rm-o mudul?s Scan,Frau h.far!,;taut..'cinc;,,cal rha,ri—rocs rnaycary byt°Y and Rawer by+1-3% _ SFl L eeerM1aPWC swrrreL T atureCoefficent.lsc --. OOf4 wl C0 _ Tom erature Coefficient Vot U 28 NC .,, DNV•GL wry o�ru^rn ov Temerakre Coefficient Pmaz NCCT(±2'C) _.�___-. _ _ _. . � O erati t erature 4Ul+gS C . � , _ INDUSTRY LEADING WARRANTY 1Jlodule weI k 41+O 4 Ih The Titan Solar Panel is manufactured by Silfab Solar Gtmenstons(H x C z D) 66.9 in x 39 4 in x 1.5 1n: - Maximum surface load(windlsnow)` ------------- I ^ and Includes an Indust leading 25 ear product — s -- ----- ---_- -----•_ r__.__�..,__._,__._.._ __ Industry 25-y Harl ina a t resistance o 1 in 451.E m i workmanship and 30-year performance warranty. Cells —-- 6O-Si mono PERC-5 busbar,6.25 x.6 25 InchS . µ» Glays O i26 n hl h transnaLtance hem eyed GSM anti r eflective coatis MAXIMUM ENERGY OUTPUT CaHes end connectors irferG.tvtaibtccumanua 47.2 in,e0.22in,MC4ftomStauN Leveraging over 35+years of worldwide Backsheet H hdiraLalib,ai iol h• rol Is and Wresistance multi-la erdielectricfilm,fluoririefreePVhacksheer (� experience in the solar industry,Silfab is dedicated to Frame T _ An deed Aluminum(Black) _ lZlJ superior manufacturing processes and innovations _By assd+odes Junction Box 3diode_s 30SQ045T(45VmaxDChlockmgVoltavo 10Amaxforwardretti6_cd_current� •.. _ UL373O Certified IEC 62790 Certified,IP67 rated _ such as Bifacial and Back Contact technologies,to • - ensure our partners,such as Titan Solar have the latest in solar innovation. Module product workmanship warranty 2 a ears' P Y Linear 3U power performance guarantee — _ e _ lea s 2-91.1a end ear ₹ 2 91.6 ra end 12`^pear I ?d5.1 and 25"year 815k end JO ea NORTH AMERICAN QUALITYtttl tsartl1 Silfab is the leading automated solar module manu- ULCORDC1703,Ott O3,C`.EClisted"',UL61215-1/1 1:-2,UL61730 V-2,IEC61215 1/1-11 facturerin North America.Utilizing premium quality Product IFC 61730 1/-2" CSAC22.2N6173O-11 2 ',IEC 62716.Arnmonia Corrosion;IEC61701:2011 materials and strict quality control mana•gement to _ Salt MistCorr�tia,Cettfhdil)LFreRating.Te.2 deliver the highest efficiency, premium quality PV Factory 3 "_ �_-_ _. _ _. ISC9`012015 �m� l�^ 1 , i e<..M a e='sr P3Sut.26 modules 100%made in North America. B pal„ts Per Thc,ck3 • • p '✓'sa ;Pan Truck ?36 1 i3?,r9 tf i a�UVan in rs. ead.he Safety anu!nsall /4!arnulr"w l- t • macs macsec apecifia'o s and befo- l anal:g,nstall,ag ar,d I _ I yea <t rid l yeas rte t $ two aoc cord;- - .. m dVtdr 'JJa mnr-@twwx i>F 5.• Sgptomber 2�:lu exy�t�tamp,cricn date: PA" i Ies;one et d(sin 3,3 petty pxricon-.ce data are •y ml 5 E g • tva lack<or;ieweIcudat:»rasi:rabs,'3.cornriownloecs `. 3I i s BAA 1 ARRA COMPLIANT, • . DOMESTIC PRODUCTION . • Panels are'destgned and ma ufacture'd t meet Buy American t. Silfah Solar manufactures /codukairs two automated ': �I I Act Complzanlce The US State Department,US Military and locations within North Amer€ca.Ow 5OO*North American FAA hare all utilized Silfab panels.in their solar iristeflattons, team is ready to help Titan Solar win the hearts and minds of rt customers,provid'ing customer service andproductdelivery t r LIGHT AND DURABLE , that is direct,effcientansf local. ma„„e§aa„n� e • Tt nS3larPc-•r •�E' En sneered to"accommodatoisigh wind loaf conditions for test • 5 5 v 5 zline Rd ,,1 I I ii/7 ,t, a m, lvaxlsvalideted up to-4000Pauplrft.The light weight frame EI AESTHETICALLY PLEASING TITAN h, Y.� 2i �; a' G },�1 ��, R: is exclusively designed For amide"rarlT i tg`rae�ng compatibility All blacks dew J1t,ideal for high profile residential or ...,. ..�.. Te, so�Y.SOLAR s ....., e44. and durability. Tarscla pe tier rrr rat/ %GEN `' / 1 r commercial applicationsinfo uxa 5CtIsrR ,r t V SF cr s QUALITY MATTERS ='t.�, 3b ,z• nc. = O� e s PID RESISTANT- " 40 Ccmtneyra-kDmeEast N�. 83904 O Total automation ensures strict quality c,ontr�ols,during the entire PID Resistant due to advanced celtteeehraology and material . {` v11.s,ssau Olv t Y Carr-ja = x manufacturing process at ISO certified facilit'les; ' el i 10 I : 7E _ selection.In accordance to IECCT2$t5 1,-. ! a ��S_25o1 Fa +tsuG vc 3 67, Si�I1 n. I.fabAl3 romiw.,rv:sntai,eta rccrc � �� AT OF Be/egham VA98225.USs. �=Q?� • :el+I 360-549_4133 9 �•. q A DOCUMENT CONTROL DATE CA QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 01-04-2021 KC AF EN G I PARTN ERS LLC , TITAN SOLAR POWER FL ERIN BISHOP REV DESCRIPTION DATE !CA QC „• Digitally signe PROJECT ADDRESS: PV MODULES DATAS H E ET p.car+z4�t"-•„ 12221 N US HIGHWAY 301 (& TITAN C.A.32661 4p `iiEiis �o by Rafael A 35562 STELLA VAST DR, 255 GIRAES,AVE xatw ` �=Gonzalez Soto CORAL GABLES,FL 33134 • s= THONOTASASSA,FL 33592 • ZEPHYRHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:yu:ci/ -'Date: S 0 LA R P O W E R ENG.RAFAEL A.GONZALEZ SOTO.PE D-1 :�Fs:<oa,as202101.0s (813)982-9001 TSP61951 DESIGN@ENGIPARTNERS.COM 'o„�sroynttN�,;-•� PARCEL NUMBER: DATE: SHEETS: 7 OF .7 •,,,,,,,,,,, 04:17:40-050 32-25-21-0100-01900-0090 12-22-2020 833-688-3644 #EC13008093 I Power Optimizer For North America Power Optirnizer P320 / P34 / P370 / P401 / P405 / P485 / P505 For North America P320 / P340 P370 P400/ P401 / P405 / P485 / P505 •" " '' mINPUT - Rated Input DC Powerrl 320 340 370 400 405Fd 505 W Absolute Maximum lnput Voltnge 48 60 80 60_ I 83n '✓dc ('✓oc at lowest temperature) MPPT Operating Range 8-48 8-60 8-30 8-60 12.5-83 Vdc MaximumShortCiicuitCurrem 101 1175 14 Adc{Isc) Maximum GC Input Current 13.75 12.5 14.65 17.5 Adr_ Meximum Eficiencv 99.5 40 Weighted Efficiency 98.8 1 98 Overvoltage Category it__I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Ate Maximum tm Output vohage 60 85 tkJ[ OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF). Safety Output Voltage per Power rOptimize, 1*0'l Otis _____ STANDARD COMPLIANCE NEMC FCC Part15 Class B;IEC61000-6-2,IEC6i000-6-3 Safety IEC6216?-1(class II safety),UL1741 — Material. UL04`✓-0,UV Resistant I ROHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 100E Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters 129',153 x 33.5 129 x153 x 29.5 129 s 162 59 r mm Dimensions('•✓l=Lx H) 129:t 153'r.27:5;51><5x 1.i 15.1x6x1.3 /51x6x1.'16 129 x'159A 495!51 x63 xi.9 5.1 x6Ax 23 1-w Weight(including cables) 630/1.4 750/17 65515 845/1.9 1064/23 gr/Ib Si le or dual Input Connector MC4�% MC41AN Mr4m Input Wire Length 0.161052 ni ft Output Wire Type/Connector Double Insulated/MC4 Output Wire Length 0 9/2.95 1.2/3-9 PV power optimization at the module-level Operating Temperature Ranges' -40-+85,-4o-+i85 C/•F Protection Rating IP68/NEMA6P Relative Humidity 0 1(10 °5 I Specifically designed to work with SolarEdge I Fast installation with a single bolt (t)Rated powr of 3hernudu!e at STC will notexteed the optimizer`Ratedhnut DC Power".Moddaswihupta+S%powoartcderance are allowed (21 NEC 2017 requires max input vdtage be nntmore than 80V inverters 13)Ftx other rcmerwr,pesplease mtact5aarEdge i4,For dual reruns en Sara"'el connection of two modules use P485-4NMDMRM.In the case of an gild nunbet of P4 modules in me String,pntalling so e P48S peal version p r Er optimizer cc e eaed I Next generation maintenance with module- trrunePx module-whencoanecunq asingle mcduieseal the unusednipui conneCtorsvriththe Suppliiedpairots?ds I Up to 25%more energy level monitoring (51 Fee arnlaeritwpiperajureabbee.85C,'185'ratasrspcawerdevaungisapplied.ReferwWwerOpurrizersTernperatureC­RarraTechnicaiNoteformceedetals. I Superior efficiency(99.5%) I Meets NEC requirements for arc fault �- . - protection(AFCI)and Photovoltaic Rapid • - fi �� ' , I'11111/,, Mitigates all types of module mismatch losses, Shutdown System(PVRSS) MirrmumPid17 F34f1,P370, 8 To' 18 " GON y String Length � / from manufacturing tolerance to partial (PowerOptimizers) p455 P485.P505 6 2 14 ` 4�f'�'. ••�`� shading I Module-level voltage shutdown for installer Maximum String Length(Power Opvmizers) 25 25 5316 fPj 5700(6000 with and firefighter safety �O Maximum Power per String SE7600-US 5111400- 5250 60001'1 12750P'!, N!', No I Flexible system design for maximum space „s) _ • 83104 . o utilization Parallel Strings of CBtrent Lengths or tilenta3onc 'ins .., Ii III 16)Icedeoniled stnngbzrginfonnat n eferr hitpJ✓www sclaredge mntlsrteydetaulthl esi4ring=izing_napai. Yt 12 _ (')Sir met !lowad z to P-105/PggdP515 wlih P320/P340-P 70/P400/P4'n 1r One 50 59 "' y� 18)A star g w th triune thin 30 optimizers does not meet NEC rapid shutdcwr req I ernr-fits;safety yr hage will be akave the 3001 requirement .1/ vu 2C8/gnd s allowed to inOall up O 50 W p 4r fig when the,maxlmu nerve dl kten e berw=ri each raring s'1330W - ,q �11! --- Ur Fq 277 480J gnt a s allnwcd to naTall up w 15,000W Or whair the rnaxln;urc coArer differerce tereeen eadt strip is 2.000N soar ���- RR % � '.���,�A...•• �,. solaredge-coo l a 1, • � j 1350 adg Te?nCoO ru All fight d.SCLAREDGE,er SW-E I OPitMIZED BY S OLAREDr are trail Er a m9,awd o-aa marls�IS�'ar-cC9 Technologies,Irc. , Wl finer tradem,aa menrwfeahereY amlraderaia of eemir reread-n w,ners.Late:oaRn2n/V5215.G51le4 S.brnt mc'nan�ewithaulnnlice Ro . ("`AL Interte(It f A 1#f l 1 l 1 DOCUMENT CONTROL DATE CAD DC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 01-04-2021 KC AF ERIN BISHOP SMART MONITORING DATASHEET E ET ENGIPARTNERS LLC Digitally TITAN SOLAR POWER FL PROJECT ADDRESS: - REV DESCRIPTION DATE cab Dc 255 GIRALDA AVE CA.32661 w;�F7 signed by 12221 N US HIGHWAY 301 * TITAN . :m'ps..,ennpu.�oA Rafael A 35562 STELLA VAST DR, CORAL GABLES,FL 33134 = .( , �yr'y `-Gonzalez Soto THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: srA rh✓ ! = S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-2 P DESIGN@ENGIPARTNERS.COM ' ``<oAto°r;� Date: (813)982-9001 - TSP61951 F 2021.01.05 PARCEL NUMBER: DATE: SHEETS: 8 OF 9 833-888-3644 , 04:17:50-0500' #EC13008093 32-25-21-0100-01900.0090 12-22-2020 I Single Phase Inverter with H D-Wave Technology for North America Single Phase Inverter Z SE3000H-US SE380OH-US SE5000H-US SE6000H-US/ SE7600H-U� SE1000OH-US / SE11400H-US with HD-Wave Technology for North America • SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ ,� O�'UT Rated AC PoroerOutput. 3000 38°0 @ 240v 5000 I 6000 @ 240V 11400 @ 208V SE7600H-U SE10000H-US / SE1 140OH-US7600 10000 VA 3300 @ 208V i SOOD @ 20EV 100D0 @ 208V. 3800 @ 240V ' 6000 @ 240V 11400 @ 240V RR Maximum AC Power Output 3000 5000 7600 10000 VA 3300 @ 208V 5000 @ 208V - I 10000.@ 208V AC Output Vottagehtin.-Nom.-Max. ✓ ✓ ✓ i ✓ ✓ r ✓ Vac (211-240-264) s AC Output Vohage.Min.-Nom.-MaA. _ ✓ _ _ _ . I ✓ , ✓ Vac (t83.-208-22 9) AC Frequency(Nominate 59.3-60-60.5 " Hz 9 c] Maximum Continuous Output 12.5 16 21 25 32 42 47.5- A Current @240V Maximum Continuous Output - 16 - 24 - - 48.5 A Current @208V s 4S Power Factor 1,Adjustable-0.85 to 0.85 a n7 GFDIThreshold 1 A Utility Monitoring Islanding Protection, "Yes Country Configurable Thresholds INPUT SDI6P. '3 ,o s sat,, , Maximum DC Power @240V 4650 5900 7750 1 9300 11800 15500 I 17650 W 0 C` * @, Maximum DC Power @208V - 5100 1 775O - - 15500 W a - _ -i... Transformer-less.Ungrounded Yes Maximum Input Voltage 480 Vdc a Nominal DC Input Voltage 380 400 Vdc Maximum Input Current©240V°' 8.5 10.5 13.5 1 16.5 20 27 1 30.5 Adc Maximum Input Current @208Va1 - 9 - 13.5 - - i 27 Adc Max.Input Short Circuit Current 45 Adc O Reverse-Polarity Protection Yes .- -_)w W ,� Ground-Fault Isolation Detection 6001 Sensitivity -_ Maximum Inverter Efficiency 2 1 99.2 + % CEC Weighted Efficiency 99 y1 98.S@ 208V Nighttime Power Consumption <2.5 1N Optimized installation with HD-Wave technology '"Ira O A higher current source may be used;the n werter will limit is input current to the values stated I Specifically designed to work with power optimizers I UL1741 SA certified,for CPUC Rule 21 grid compliance I Record-breaking 99%weighted efficiency I Small,lightweight,and easy to install both outdoors or indoors I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp Built-in module level monitoring lilil►1177/ I Fixed voltage inverter for longer strings I Optional:Faster installations with built-in consumption �' �- A G0tV �//, metering (1%accuracy)and production revenue grade ;i'` LIC • 4 ,� I Integrated arc fault protection and rapid metering (0.5%accuracy,ANSI C12.20) N ' 1;31 SF shutdown for NEC 2014 and 2017, per article Mo, • :D 690.11 and 690.12 3104 O solaredge.com solar b ' i :. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: r 1 I I I ERIN BISHOP INVERTER DATASHEET ISSUED FOR PERMIT o.± 21 HC AF ENGIPARTNERS LLC TITAN SOLAR POWER FL PROJECT ADDRESS: REV DESCRIPTION DATE AD Qc ,,,.1('.7.,,, Digitally signed 12221 N US HIGHWAY 301 OTITAN C.A.32661 °er �"e---..; by Rafael A 255 GIRALDA AVE 35562 STELLA VAST DR, yym aria F-Gonzalez Soto CORAL GABLES,FL 33134 _c^%i2F'3'tsar THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: srwr , ,Date. S 0 L.A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-3 DESIGN@ENGIPARTNERS.COM + ems,`2021.01.05 (813)982-9001 TSP61951 •'•.„ssoxu �,••' PARCEL NUMOER: DATE: SHEETS: 9 OF — 04:17:59 833-888-3644 #EC13008093 32-25-21-0100-01900-0090 12-22-2020