Loading...
HomeMy WebLinkAbout21-1325 City of Zephyrhills 111111111112ERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001326-2021 i f Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 01/26/2021 Permit Type: Electric Service Replacement/Misc Propertty Number ml� Street Address 3233 Moulden Hollow Dr Owner Information Permit Information Contractor Information Name: LORA LORA ROSAS Permit Type:Electric Service ReplacemenUM Contractor:TITAN SOLAR POWER FL Class of Work:Add/Alter Residential INC Address: 3233 Moulden Hollow Dr Building Valuation:$0.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$19,000.00 Phone: (239)682-6441 Mechanical Valuation: Plumbing Valuation: Total Valuation:$19,000.00 Total Fees:$202.50 Amount Paid:$202.50 Date Paid:1/26/2021 10:23:51AM Project Description INSTALLATION SOLAR PV ROOF MOUNT Application Fees Electrical Permit Fee $135.00 Electrical Plan Review Fee $67.50 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. I -`CONTRACTOR SIGNATURE _!LPEFIAIT OFFICE PEi 1N1T EXPIRES IN 6 MONTHS WITHOUT AP RR-0 INSPECTION - .---BALL-'FOR INSPECTION - 8 HOUR'NOTICEIREQUIRED PROTECT CARD FROM WEATHER e13-780-0020 City of Zephyrhills Permit Application Fax-B1a-790-0021 ' Building Department Date Received / Phone Contact for Permittingg ( [lt [[[[[ kt!!t _ 1 Owner's Name - �'�G OwnerPhoneNumber � (SQ ` Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address Q ` JOB ADDRESS 7+ SUBDIVISION PARCEL ID# ZA.D '. v'Q J 1 (OBTAINED FROM PROPERTY TAX N077CEI WORK PROPOSED e NEWCONSTR� ADDIALT SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL DESCRIPTION OF WORK Y1 BUILDING SIZE SO FOOTAGE�. HEIGHT •Iccr�c'e-rzs't'�e'cC_c'c'+r'+c�res�ee�'rccr�'try'Icccc`+r-e'csti-cs;ire'rc�rt'ie�ccre-c'Ics'ctic-e�-tccsca =BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $`R O AMP SERVICE = PROGRESS ENERGY W.R.E.C. =PLUMBING I., 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO / 7 BUILDER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# ELECTRIC AN` ~- _ _ _ _-�_� OMPANY SIGNATURE (REGGI�ISTERED YIN FEE CURREN YIN Address �i l t�[_" Q License#" PLUMBER COMPANY �- SIGNATURE REGISTERED 1. YIN FEE CURREN LXLN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I YIN FEECURREN 17Y—IN Address License# OTHER COMPANY SIGNATURE REGISTERED I YTN FEE CURREN Y'/N Address License# tf.Liii!!!EI(!!itliii!ltlt6ltiiliiti!lfii!lr.iifE'iiilliitiit,tlililltitt RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsile,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivislonstlarge 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 date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler.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,a 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 letterfrom owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways.:needs ROW 4. 813-7e0-0020 City of Zephyrhills Permit Application Fax-813-780-0021 1 Building Department 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 slate and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be died for a misdemeanor violation under slate 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 properly licensed and is not entitled to permitting 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—Homeowners 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'SIOWNER'S AFFIDAVIT:I certify that all the information In this application is accurate and that all work Y411 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 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 authorized 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 extension.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 .WITH YOUR LENDER'OR-AN'ATTORN Y B FOR RECORDING YOUR NOTICE OF COMMENCEMENT- FLORIDA JURAT(F-S,117,M) " OWNER OR AGENT CONTRACTOR Subscribed and swam to or affirmed before me this b Dyad antl swore(o or ifi tr?{or�,r��1hrS by ( ) ��; Y`_Who istare personally known to me orhasthave produced Who iis//are personally known to me or haslhaveproduced as identification. as ldenfiftgtion. NotaryPubQc---' / /"l�Q Net Public Commission No. Commission No. "` J i 61(�J, Name of Notary typed,printed or stamped Name of Notary type , led or stamped "NoA-1'POI CORI DEE PORASIK r° ao-Notary Public-State of Florida ;�; Commission # GG 310262 My Commission Ex Ires "�� March 11, 2023 INSTR#2020224080 OR BK 10248 PG 2078 Page 1 of 1 ' 12/31/2020 08:45 AM Rcpt:2243500 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Gowles, Esq., Pasco County Clerk&Comptroller 5�' (y.3a-7 j Peril No, parcel ID No 24-26-21-0090-00000-0330 NOTICE OF COMMENCEMENT State of Florida �un1yo,Pasco THE UNDERSIGNED hereby gives notice that umprovemenl will be made to certain real property,and in accordance with Chapter 713,Flonda Statutes, the following Information is provided In this Notice of Commencement: 1. Description of Property,Parcel Identification No.24-26-21-0090-00000-0330 street Address: 3233 MOULDEN HOLLOW DRIVE,ZEPHYRHILLS,FL 33540 2. General Description of Impmveanent solar PV installation 3. Owner Information or Lessee Information If the Lessee contracted for the improvement: Eric Rosas N 3233 MOULDS BOLL OW DRIVE ZEPHYRHILLS,FI 33540 Address City Stale Interest in Property: owner Name of Fee Simple Titleholder: (Ir ddfemn(from Owner listed above) Address Titan Solar Power FL Cry stake 4. Contractor. Name 525 W R_a_cu_lino_ Ed Mesa_A7 85210 Address 1855SAYSOLAR City stale Contractors Telephone No,' 5. Surety: Name Address City Slate Amount of Bond:S Telephone No.: 6 Lender. Name Address City State Lender's Telephone No.: 7. Persons vltlun the Stale or Flonda designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Flonda Slalules; Nam Address City Slate Telephone Number or Designated Person' 8. In addition to tvmself,the owner designates of to recelve a copy of the Lienors Notice as provided in Section 713.13(1)(b),Flonda Statutes, Telephone Number of Person or Entity Designafed by Owner: 9. Expiration date of Notice of Commencement(the expiration dale may not be before the completion of construction and final payment 10 the contractor,but W11 be one year from the date of recording unless a different dale Is specified): WARNING TO OWNER, ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713, PART 1, S£CTION713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of periury,I declare that I have read the foregoing rrobce of mencentent�the facts stated therein are we to the best of my knoWedgo and better. �f/STATE OF FLORIDA ? 1- COUNTY OF PASCO Si ature of Ovmer or Lessee,or Owners or Lessees AUlhonzed OfficedDirecto r/PadnerrManager r/Jv. Signatory'sco s Tdle/Olfi f The foregoing instrument was acknowledged before me this day of Oz6 ,20 20 by b es (typo of authority,e,g.,officer,trustee,attorney in fact)for (name of party on bIiprf of whom instrument was executed) Personally Known❑DR Produced Identification Notary Signature 4 �a_ Type of Identification Produced 'ram ( Name(Print) L1 O�F JOSE DAVID VELEZ .4 f511'.:Notary Public-Stale of Florida Commission tr GG 305477 '-�� :` My Commission Expires February 25,2023 wprf alaAxcsinolicecommencementyc0S3048 PROJECT DESCRIPTION NORTH SYSTEM CAPACITY:5.44 KW DC/5.0 KW AC PV PANELS:(16)SIL-340 NL(60 CELLS)BY SILFAB OPTIMIZERS:(16)P370 BY SOLAREDGE INVERTER:(1)SE5000H-US BY SOLAREDGE F RACKING SYSTEM:CROSSRAIL SYSTEM 48-XL BY EVERES PROJECT INFORMATION PROJECT LATITUDE 28.203964 BIENTTEMP 1 °C PROJECT LONGITUDE -82.163149 �M�AXAMBIENT TEMP 35°C EXISTING ELECTRICAL METER- , EXPOSURE B PV DISONNECT--- '\ AHJ CITY OFZEPHYRHILLS MAX WIND SPEED 138 MPH PVSTR€NGCVERTER#1---\ DRAWINGS INDEX LOCATION MAP / WIND ZONES .I 2 N.T.S. C-2 SAFETY PLANS E-1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURAL PLAN S-2 RACKING PLAN �1 D-1 PV MODULES DATA SHEET - . . - -•� Y D-2 SMART MONITORING DATA SHEET D-3 INVERTER DATA SHEET G.. 0 m 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 m COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE III , D FLORIDA BUILDING CODE. 4 „n ,� 0 APPLICABLE CODES:2017 FLORIDA BUILDING CODE 6TH,ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, NEC 2014 ELECTRICAL CODE. LN ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND '• GABLE RESIDENTIAL ROOFS,CONSIDERING FROM A 7°TO A MAXIMUM 27° (2112 TO A MAXIMUM 6/12 PITCH ROOF IN SCHEDULE. ALL ED IRRADIANCE MAP -- ; _ _-- RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT. m ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, D NTS _ Sm NRESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONIS TO BE INSTALLED AND SEALED PER 2017 FLORIDA BUILDING ICODE OR LOCAL GOVERNING CODE. t € I ALL WORK SHALL COMPLY WI _ ;r►. ! HODS AND INSTALLATION PRACTIC S SHALL FLORIDA Q�J!(,©INO CORN NATIONAL ELECTRICAL CODE(NEC)2014,LOCAL .; -.-.: ATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS k I NATIONAL ELECTRIC CODE SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING • AND THE CITY OF ZEPHYRHILL OTHERCTORS OF THE CONDUCTORS INOTHEOLTAIC BUI BUILDING. CONNEC CONNECTORS FROM ALL BE ORDINANCES TORQUED PER DEVICE LISTING, OR MANUFACTURERS W .• RECOMMENDATIONS.NON-CURRENT CARRYING METAL PARTS SHALL ``\��"I H �F// BE CHECKED FOR PROPER GROUNDING. r` \�\ G9N q r//j REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY @'- ,1jGEfj& •�Er REVIEW DATEADHESIVE,OR OTHER MECHANICAL MEANS,LABELS r;f. / H ARTICLE 690 VI OF THE NEC 2014 OR OTHER ' L .�_ • 0 $$$ A AND LOCAL CODES.SEE LABELS AND MARKING CITY OF ZE=VYR !TIC INFORMATION. '/ _ * : tea_ s� Qa *�-LANE��t!qqp� r\CkMOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING RS INSTRUCTION SPEC'S,INCLUDING ALL GROUNDING ,,p� ��/ GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL lilA I !?1) - CONTINUITY. STATE OF • •' .. MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED 30 RENDERING ROOF PLAN VIEW / BOS LOCATION aQ .... • BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING 1 SJ G �+\�` ASCE 7-10 EQUATION 30.6-1.ALL NOTES IN FIGURES ASCE 7-10 30.4-1 N.T.S. N.T.S. // /Oi AL.,6`� \\ HEIGHT MUST BE LESS THAN 60 FEET.AND 30AEN INCORPORATED. MEAN ROOF DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ERICK ROSAS COVER SHEET ISSUED FOR PERMIT 12-28-2020 DP AF ENGIPARTNERS LLC TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD Dc ,,.�„auxia-,,,, Digitally signed PROJECT ADDRESS: } — — — C.A.32661 ;°pF P�FE„-fFi by Rafael A 12221 N US HIGHWAY 301 T I T A N 255 GIRALDA AVE _`: `- sg 3233 MOULDEN HOLLOW DR w� =�, GonzalezSoto ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES,FL 33134 ?+-�tK„I;t *- THONOTASASSA,FL 33592 C-^ _ ,• Date: S 0 L A R P O W E R EEG.RAFAEL A.GONZALEZ SOTO,PE C I DESIGN@ENGIPARTNERS.COM =9:x'`•0 qL ;' 2020.12.29 (813)982.9001 - TSP62276 ,°,»xni EH"` PARCEL NUMBER: DATE: SHEETS: OF n 08:52:43-0500' 24-26-21-0090-00000-0330 12-28-20201 J 833-688-3644 "'" #EC13008093 NORTH N EXISTING ELECTRICAL METER-,, L V DISCONNECT-m. PV STRING INVERTER#1-N ' X O '0 m X P - cn v < > m I ii C) Z C) Cl) -I m ti 4 � � I E p � •� G ` 1)11r/ " LOCATION OF NEAREST URGENT CARE FACILITY �,%CENSF '••tS'O i NAME: No. 83104 • O ADDRESS: * _ PHONE NUMBER: � I® \ Lkta �` NOTES: SAFETY PLAN �� ''.FSTAT CAREDpF.' . 2. INSTALLERS SHALL UPDATE 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME N.T.S. AMEADDREESS AND NUM ER OF EAREST •'..... /,�����® �>� ` URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK DOCUMENT CONTROL DATE CA-:OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 12-28-2020,DP AF 191 a y ERICK ROSAS REv DESCRIPTION DATE cA ac ENGIPARTNERS LLC signed by TITAN SOLAR POWER FL PRGJEGTADDRESS: SAFETY PLAN C.A.32661 '�t"�-E Rafael A G.o'rr.: 12221 N US HIGHWAY 301 T I T A N Rafael 255 GIRALDA AVE - ' -•a c Gonzalez Soto 3233 MOULDEN HOLLOW DR CORAL GABLES,FL 33134 { `t'= TH0N0TASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: '"'° 3 Date. S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-2 ."•v`°,:' DESIGN@ENGIPARTNERS.00M `•;ss;o�iaiex�;.•�' 2020.12.29 (813)982-9001 PARCEL NUMBER TSP62276 "'.,,,,,,,,,•• 08:52:52 : DATE: SHEETS: 833-888-3644 -05'00 #EC13008093 24-26-21-0090-00000-0330 12-28.2020 2 OF 9 WIRE SIZES,GUANTIYY&TYPE RACEWAY SIZE,TYPE,LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION 125%OF WIRE DE-RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY LOCATION RACEWAY HEIGHT OUTPUT MIN VOLTAGE VOLTAGE CONDUIT WIRE TAG OUTPUT DIST. QTY.SIZE&TYPE QTY.SIZE&TYPE QTY.SIZE&TYPE SIZE&TYPE ABOVE ROOF CURRENT OCPD WIRE AMBIENT #OF FINAL 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"TO3-1/2" 15A 18.8A 20A 40A X 0.76 X 1 =30.4A 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)#10 AWG THWN-2 (1)#10AWG THWN-2 (1)#8 AWG THWN-2 3/4"EMT CONDUIT EXTERIOR WALL "N/A" 21A 26.25A 30A 40A X 0.76 X 1 =30.4 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 240V/120V 200A BUS BAR 1 3#2/0 THWN-2 f 10; INVERTER TOTAL OUTPUT: 21A �r r I - 2 3 4 5 SAFETY RATING (125%): 26.25A PV RAILS TO BE BONDED WITH #8 BARE WIRE TOTAL PV SYSTEM OCPD: 30A STRING#2 6 8 9 )1 50A R UNFUSED OA 30A MAIN BREAKER RATING: 150A A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 " V BUS BAR RATING: 200A 1 120% BACKFEED RATING: 90A- j1 #6 THWN 2 GROUND ONE LINE RISER DIAGRAM N.T.S. LEGEND: �►I I I I,,,,�� 2#10 PV WIRE \\` � A ..... /', (16) SIL-340 NL(60 CELLS) BY SILFAB �� Q�,• ��` ,i REFER TO D-1 SHEET 2 13#8 BAR WIRE GROUND 73 - NEMA3R JUNCTION BOX ,• 4ICEAf V' .�% _ _ �•' 0 4#10 THWN-2 2#10 L1,L2 THWN-2 1 #8 THWN-2 GROUND _ * NO. 83104 4 1 #8 THWN-2 GROUND 5 SE5000H-US BY SOLAREDGE-REFER TO D-3 SHEET 6 1 #10 THWN-2 NEUTRAL 3/4"EMT CONDUIT 3/4"EMT CONDUIT - 9 2#10 L1, L2 THWN-2 •� t 7 PV SYSTEM DISCONNECT RATED 30A 8 1 #10 THWN-2 NEUTRAL 9 PV INTERCONNECTION POINT TAT I 3/4"EMT CONDUIT , .t� OF CRi�A �4 10 UTILITY ELECTRICAL SERVICE 1 NOT USED 12 NOT USED 'isi'QNAL G '` DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 12-28-2°2° DP AF ENGIPARTNERS LLC Digitally TITAN SOLAR POWER FL ERICK ROSAS ONE LINE RISER DIAGRAM Digital) REV DESCRIPTION DATE CAD QC "•p,G°"Z47•"•1,, 51 ned bPROJECT ADDRESS: C.A.32661 ,e (r:-..er a Y 12221 N US HIGHWAY 301 (& TITAN � Rafael A 3233 MOULDEN HOLLOW DR 255GIRALDAAVE sar ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES,FL 33134 * "_Gonzalez Soto THONOTASASSA,FL 33592 'Date: SOLAR POWER ENG.RAFAEL A.GONZALE2 SOTO,PE E 1 o..F DESIGN 813 982-9001 PARCEL NUMBER: TSP62276 DATE: SHEETS: ENGIPARTNERS.COM F `°°`°P`�: C° ' ,0 2020.12.29 22621.0090.00000-0330 12-28-2020 3 OF 9 """ °• 08:53:03-0500 833-688-3644 #EC13008093 INVERTER#1 LABEL LOCATION: A . WARNING �T s .i• :iL WARNING DUAL POWER SOURCE POINT OF IT IS BACKFED INTERCONNECTION ELECTRICAL SHOCK HAZARD , •• 15 A1NP5 LABEL LOCATION: - PER CODE: NEC 690.64 DO NOT TOUCH TERMINALS LABEL LOCATION: PHOTOVO TA1C SYSTEM C�U INVERTER NEC 705.12(D)(4) AC DISCONNECT, >! •• ! 509 VOLTS„I . TERMINALS ON BOTH LINE AND POINT OF INTERCONNECTION PER CODE: NEC 690.52 f LABEL LOCATION: LOAD SIDES MAY BE ENERGIZED PER CODE: NEC 690.17(E) 480 VDC Tr .WAI NING :3 1 POINT OF IN THE OPEN POSITION 21 AMPS ' NVERT> ._OUTPUT CONr E TION.DO NOT. I. INTERCONNECTION -_ REL E THIS OVERCURR NT DEVI_. ,`, J PER CODE: NEC 690.64 NEC 705.12(D)(4) _ + CA jTOR( LABEL LOCATION: LABEL LOCATION: i• - 21 A AC DISCONNECT n V N MAIN SERVICE PANEL \AARN 1 PER CODE: NEC 690.54 PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PER CODE: NEC 705.10 f • • 24UV 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) LABEL LOCATION: MAY BE UNGROUNDED AND ENERGIZED . POINT OF " i INTERCONNECTION PER CODE: ' LABEL LOCATION: NEC 690,33(E)(2) AC DISCONNECT LABEL LOCATION: i POINT OF INTERCONNECTION # DC DISCONNECT PER CODE: NEC 690.58(C) PER CODE:NEC 690.14(C)(2), WARNING LABEL LOCATION: SHUTDOWN , # 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 - LABEL LOCATION: LABEL LOCATION:POINT OF INTERCONNECTION A�N tNG AC DISCONNECT PER CODE: NEC 690.15,NEC 690.13(B) PER CODE: NEC 690.54 ELECTRICAL SHOCK HAZARD LABEL LOCATION: Il DC DISCONNECT, INVERTER ;\\� I ,,i�� THE DC CONDUCTORS OF THIS PER CODE: NEC 690.35(F) PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED _ Rio. 83104 STA E OF PV SAFETY LABELS DATA %��'' ftORIVp• '�®�,` 1 N.T.S. LABEL LOCATION: MAIN SERVICES DISCONNECT, DC CONDUIT 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 12-28-2020:DP AF ERICK ROSAS SAFETY LABELS ENGIPARTNERS LLC Digitally signe. TITAN SOLAR POWER FL PROJECT ADDRESS: REV DESCRIPTION DATE CAD OC ``•' an�q • C.A.32661 A`.=a5Ffro` by Rafael A 12221 N US HIGHWAY 301 * TITAN 255 GIRALDA AVE =3'�w.a is -Gonzalez Soto 3233 MOULDEN HOLLOW DR ,+ "* ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES,FL 33134 ':"��-'- +ems THONOTASASSA,FL 33592 sra;caf Date: S 0 L A R P 0 W E R E-2 ENT.RAFAEL A.GONZALEZ SOTO,PE <'.`... � . . 813 982-9001 4 OF 9 DESIGN@ENGIPARTNERS.COM ``ssiut.c, 00:012-9 ( TSP62276) PARCEL NUMBER: DATE: SHEETS: 08:53:12-05 0: 833-888-3644 #EC13008093 24-26-21-0090-00000-0330 u-28-2020 NORTH ULTIMATE WIND SPEED 140 mph NOMINAL WIND SPEED 138 mph CATEGORY II EXPOSURE CATEGORY B N ROOF SLOPE ° 20 EXISTING ELECTRICAL METER,.4 ROOF TYPE HIPPED PV DISCONNECT- . PRESSURE ZONE: 1&2 PvsTRINGl,vv;=rzTER≥r+,..••. MEAN ROOF HEIGHT: 13.78 PERIMETER WIDTH: 4.3 :` ..: .L 0.85 KZT 1.0 :.. t I, -, 5H KH 0.701 3$ VELOCITY PRESSURE (q)=0.60'0.00256 K/\ VELOCITY PRESSURE ASD 17.42 EXTERNAL PRESSURE COEFFICIENT Z1 0.5 -0.9 EXTERNAL PRESSURE COEFFICIENT Z2 0.5 -1.7 EXTERNAL PRESSURE COEFFICIENT Z3 0.5 -1.7 oss OBS INTERNAL PRESSURE COEFFICIENT 0.18// , -i ZONES PRESSURES MAX. MAX. X (PSF) SPAN(FT CANTILEVER(IN) 0 1 -18.81 6' 24" m 2 -32.75 4' 16" m ;p 3 -32.75 N/A N/A /_SOLAR MODULE TOTAL ROOF AREA .s -ft -TYP.SEE 2-1 TOTAL MODULES: 16 TOTAL PHOTOVOLTAIC AREA: 292.8 s .-ft WIND LOAD (PSF): -32.75 m TOTAL WIND LOAD(LBS): -9589.2 -9 TOTAL ROOF MOUNTS: 27 D O TENSION FORCE PER MOUNT LBS 355.16 08S LEGEND & SYMBOLS ROOF MOUNTS- (n LOCATED AT CENTER OBS ROOF OBSTRUCTIONS OF ROOF TRUSS-TYP. / . / m ARRAY# xx.x MODULE # WOOD TRUSSES/RAFTERS `I - m STRING# LOCATION-INSTALLER • 2 • ( � ES MUST VERIFY IN FIELD I I PV MODULES t A1.1 A18 I I ARRAY A------- - I - -{ TRUSSES OR RAFTERS TILT=20° I ■ I ° I ° ' •AZIMUTH=180°(S) - • ROOF MOUNTS & RAIL I I i ROOF SLOPE ROOF'S GENERAL NOTES: 1-CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS FOR PROPER INSTALLATION OF THE I PV SYSTEM. - UL 1703 CERTIFIED 2-OWNER IMMEDIATELY OF ANY ROOF `\\\ CONTRACTOR/INSTALLER NOTIFY THE \\+ ON l l/ ��i A PLIED WIND LOAD:32.75 ps1 MAX.PV MODULE SURFACE LOAD:83.5 psf DEFICIENCIES AND/OR REPAIR REQUIRED TO �� p` � 4 > 'i NOTES: INSTALL THE PV SYSTEM. '' �r,CENSF d! NSTALL MID CLAMPS BETWEEN 3-FOR DOES NOT ASSUME ANY RESPONSIBILITY ��,• 0 ; SIL-TITAN 68.g- MODULES AND ENDS CLAMPS AT THE FOR THE INSTALLATION OF ANY PV O SYSTEM ON ti 4EZ • 340 NL I END OF EACH ROW OF MODULES. DEFICIENT ROOFS. No. 83104 (6D CELL) 4-CONTRACTOR/INSTALLER ASSUMES ALL * -ALUMINUM•; ;-_ SUPP SUPPORTEE RAILS D BY MORE SHOULD ALWAYS BE THAN ONE RESPONSIBILITY TO INSTALL AS PER 1, j i SPLLIICE.G ON BOTH SIDES OF THE MANUFACTURER STANDARDS. ` O 4 T �'�'�� ALORt1ap'• •�`�� .. _..-394"............ STRUCTURAL ROOF PLAN & PV MODULES LAYOUT SOLAR MODULE N.T.S. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERII I( FT1 CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 12-2s-2o20 OP AF ENGIPARTNERS LLC .`•"rr signed by TITAN SOLAR POWER FL ERICK ROSAS REV DESCRIPTION DATE CAD Qc •''•"G ''F''. RafaelA PROJECT ADDRESS: STRUCTURAL PLAN CA..RALDA 1 e?'�``' 'of- 12221 N US HIGHWAY 301 (& TITAN 255 GIRALDA AVE 'e= ₹1ii:%?GONZBI2Z SOY 3233 MOULDEN HOLLOW DR CORAL GABLES,FL 33134 �Y,!fwr! • sxn�! =Date: THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: Qo`<oa•°a"��' 2020 N 1229 S 0 A B P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-1 ye,, . . DESIGN@ENGIPARTNERS.COM "''-.ss,°°nLe, (813)982-9001 TSP62276 DATE: SHEETS: 08:53:22 PARCEL NUMBER: 833.888-3644 -05'00' #EC13008053 24-26-21-0090-00000-0330 12-28-2020 5 OF 9 CrossRai!48-XL ---« CrossRail End Clamp L-Foot CrossRail Mid Clamp • HI @TT _ _ Mechanical Propertres ' ow 3 }t .,m+f" N •.�r�` 4 1 4 .. d k6•.5[Y? Section Properties � r Technical data --n" - - - ------- Technical data Technical data Cimrmvx u,irm!`ns+•n r �rrr r.+�smo. m .+n.... r-.w-,r+rn .�.cl '.^'v 'r'±t �• ro.-na.,.y Gnc,x,Y.m..vu,ir°m.r>• r:.,-- :I f, [ rA x-WNm;�J--,av,fla nt�um•'m..,.,n yet b. •.•—.. .: _ .L.. . 1t4 ♦fin Tyu[unlFmMc.a=.a.e.,..a,x..n.> r ,.,-WN%,roN..� x - n�x,e '.•s'w. SPAN TABLE FOR RT MINI ANCHORAGE SYSTEM ams 1 96 96 96 96 s6 9s i I f 1 CROSSRAIL END CLAMP sz o 4 `,�11 a 1 96 96 6a 96 93 F-64 � .�(Q'. GQ Zq�F LAG BOLT l Z % 67 74 fd 58 A8 42 .. z ec rs ss vs s6 96 m r,s �' �,%GEN FLASHING 6yoi 1 96 96 96 96 96 90 78 66 ` t-�.-• O� . to 2 93 84 77 64 55 47 41 36 �[ p A 'c4 i JI EXIST.2X WD. e 7 m n 1 96 96 96 96 96 93 92 72 ft. 83104 &G. d TRUSSES OR uto46 1 96 96 96 96 90 79 60 61 55 — ye■ Dn 7( _ ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE l�OvVE / RAFTERS as 2 96 96 96 &7 75 66 so 5g —fl—. ,� f )' M= 5° !!! 0966 1 96 96 96 96 % 96 96 96 96 IT' W,� I f(("1 2 96 96 96 96 so 92 so m sa ��® STATE OF •- Al Iran 1 96 96 96 % 96 96 96 96 96 (7 2 96 96 96 96 9fi 94 82 72 rA %`� ••. p ; < u�as 1 96 % 96 96 % % 96 % % / LORIDp.•'•[q� 1/4'SS 18-8 BOLT PLACE BOLT De6reez 2 96 96 % 96 96 96 % % 89 , � '••.••- �✓��` I AT C.L.OF / /®®NAL 1/4"SS SERRATED FLANGE NUT "P TRUSS OR / . �♦ �� EO EQ. RAFTER LAG BOLT PULL OUT CALCULATIONS /�!!!!I I l�" Spruce,Pine, Per inch Thread Depth 2661bs SECTION "A-A1' SS Lag Bolt 5/16"x 4" Min.Thread Depth 0'-3" FLUSH MOUNT SYSTEM SPAN TABLE(inches) Wood Strength x Thread Depth=Pull Out Strength �+ N.T.S. 60 CELLS PORTRAIT OR LANDSCAPE 266 lbs x 3 in=798 lbs. EVEREST CROSS RAIL(48-XL VERSION 4-SEALANT EXPOSURE B r Allowable Pull Out Strength per Lag Bolt 798 lbs. J' Max.Pull Out Strength Required per Lag Bolt 355.16 I D GROUND SNOW:0 psf Lag Bolt Pull Out Strength Safety Factor 2 25 ErgincetedtdASTMD1761'owoor'o-,-10 D ZONE1 ZONE2 ZONE3 L-FOOT _ t,-__-_ 0rmensions In(m„) ) (inches) (inches) (inches) Lag Screw Installation Guidelines Uni-Rac Specs.Lag pull-out(withdrawal)capacities pbs) i Co ponen r s,a_ Rrz oo'�nnse< 110 96 89 Ti 1.Determine location for the Mount on roof by in typical roof lumber-(ASD) 0' 115 96 86 74 drilling through the center of truss from bottom with xn r 30v sr32 drill bit. STAINLESS STEEL Lag screw specifications " 120 96 84 70 - � 'p - ^• Rafre In talladon 2. Mark mounting holes for Mount on 2X4 RAFTERS 24"O.C. ,n a.,. --- ---------- undeda menL Mounting holes should be centered w�.�m 130 94 80 65 y Specific 5/ "shaft,` uc+sa. w 4 on the trusses. RT MINI r ° ' 7°-27° 140 91 73 60 3.Dn1115/64"pilot hole, gravity per inch thread depth SEE DATA SHEET ABOVE ASPHALT 4.Apply sealant to bottom of Mount. P .uwrm » - ay,5 ` 150 87 68 56 5.Place Mount over roof undedayment with holes Douglas Fir,Larch 0.50 266 SHINGLES j;,.., , r 160 93 64 53 in roof. ho w :o. N,,mw„x- „r. Fletlbli,811hing ' _ 170 80 60 49 6.Apply sealant to bottom of Mount,apply sealant Douglas Fir,South 0.46 235 ' to lag screws and fasten Mount securely to NOTE: I 5/16"SS LAG BOLT % = 180 75 57 48 trusses. Engelman Spruce,Lodgepole Pine 0.46 235 5/16"SS FENDER WASHER Deck instalIaeonMl su Apply additional sealant to top assembly to be (MSR 1650 f&higher) SEAL BASE MOUNT TO EXISTING 9 ) ROOF UNDERLAYMENT WITH ROOF s; eor.roenetrations are sealed. - � !g� acs v�,a vewun Fress„a Hem,Fir,Redwood(close grain) 0.43 212 SEALANT AND MEMBRANE reoun,, 1vaAwaterp vot °=°ao n.a: @} z..n Hem,Fir(North) 0.46 235 Q ' 1 1° acr,o.a«nv,. .°,rm.o,wrrueuc,n,.,e.c „,,,�,°,n,,,",,,, m Southern Pine 0.55 307 J=-Q / Notes:(1)Thread must be embedded in the side grain of a Trusses or other structural � �,,,,, „r„�„ H-� /' member inte located in the middle third of the structural member.gral with the builtling structure. "° �'""�" �m r"m Asps„ ,, o, a'm,.am„" ...tea Spruce.Pine,Fir 0.42 205 (2) Lag Bolts must be w..o..,,.zowec. "� (3) These values are not validforviet services. n.,".,,m,,.,n„",".v n...v.",,,,mse o,,,.n.,n. SHINGLE ROOF MOUNT DETAIL & DATA 1__ 1 (4) This Table does not include shear capacities.If necessary,contact a local engineer to om •6vNa IXero e,�• o"�n,rys Hess P specify lag bolt size wflh regard to shear forces. ro a.n (E of 2 million psi and higher (5) Install lag bolts with head ad washer flush to surface(no gap).Do nor over-torque. w grades of MSR and MEL) 0.50 266 N.T.S. (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 „,,,a„„•„eK,,,,,,,,,,,,">,,,,,,.,m.a.e< Sources:American Wood Council,NDS 2005,Table 11.2A,11.3A. for Wood Construction. waaaa� DOCUMENT CONTROL DATE tAD QC ENGINEER CONTACT INFORMATION f ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: RACKING PLAN ISSUED FOR PERMIT 112-28-2020 oP AF ERICK ROSAS REV DESCRIPTION DATE AD Qc ENGIPARTNERS LLC , ' g y g TITAN SOLAR POWER FL DI Itall 51 ne PROJECT ADDRESS: a son,' 'c, b 12221 N US HIGHWAY 301 OTITAN C.A.32661 �e.:.c/x : s y Rafael A 255 GIRALDA AVE - "„ ez>;n = 3233 MOULDEN HOLLOW DR Gonzalez Soto CORAL GABLES,FL 33134 =+�wf;`x[ * THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: Date: S 0 L A R P O W E R I ENG.RAFAEL A.GONZALEZ SOTO,PE S-2 DESIGN@ENGIPARTNERS.COM o``fon}Q°'• ; 2020.12.29 (813)982-9001 TSP62276 's�Fsyrnxgc6+���••• PARCEL NUMBER: DATE: SHEETS: 6 OF 9n 833-888-3644 08:53:38-05'0 ' #EC13008093 24-26-21-0090-00000-0330 12-28-2o2o Test Candltiens _ r- — SIC NOCT ModuleP wer(Pmax) �[ 34O 241_ 30.4 Maximum - wercurrent(i max) A 10.1 7.9 Olen rircuit voltage(Voc) _ 40,`2 37.1 Shortcir ui_tcurrent(Isc) A 10.5 8.3 4 ! 1Moduleefliclen'- �_ _� 20:0 17.7 i3"--- sii Mawmurn stst�n volt e(VDC�) _,��-_ - $Prr {ue rati�...._a. .—..�...�_.._-.-,v.. -�A ,.....-.—�_..__... ._ Power Terance ol EVE +/-3% fi•:a leme^t ce!'.dl cns.,Tt.✓00 WIm2•o. I loop xat 2'20•';0C d'st/m AM o•"Aaasu -t vs3 •5-n elrrwiat braticnre,erenca nrsd:f 1,—Trsunnofar Irr-t.mte.Electrical:1•aoac[erisr•w ma;--y b••±."and-rna by H-3"'-. SL-344 Nt-more PERG. Tem eratureCaefficientlsc . 0054;J`C — _ Ten eratureCrefiicentVoc -0.28 ol`C ONVGL •�•/"[: '1 1 lWTO�mG ____ •4}.3fi w era tin{;temperature 40/185'C I NDUSTRY LEADING WARRANTY Matieht Uimonsions(f( L x D) 669 in x 39 4 in x 1 5 in he Titan Solar Panel is manufactured by Silfab Solar - --•-• -- ---------------.� .-•-•------ --_--. - ...—.—.__. ___ ..._, -.-Maximum surface load(w nd1snow)p 8>5112 8lb.ft �R _nd includes an industry leading 25 year product He -orkmanship and 30 year perFormance warranty. ���I M "• 6Q 5r monoPERC Shusbm 625x625lnch Glass 0.126h transmittance temperedDSM ant reflectrvecuatjnAXIMUM ENERGYOUTPUT Cables an Ctorsle rn rartuU 472in ,022inMC4frcmStaubeveraging over 35+years of worldwide 13acksheet xperience in the solar industry,Silfab is dedicated to Frame didAlumnum(Etlack)B ss d odes _ 3des 30SQG4Sf(45VmxDC.bock olts3QAmafowardrectified culTent)uperior manufacturing processes and innovations '__.uch as Bifacial and Back Contact technologies,to Junction Box ed IEC90IP67 ratednsure our partners such as Titan Solar have the _Module produr..t viorkrninship wan-antY ..__.. ..........._......._ _,>_____. 2Skmrs .._.__..._._--- -_ .test in solar innovation. 30versL nearpower P urmanceuarantee >e7 dlk ear r9Y6 end12 ear >$`1 end25 ear >826%end 30' ear y x xORTH AMERICAN QUALITY ilfab is the leading automated solar module manu- ULCC)RDCiO3 UL17O3CEClisted—,UL61215-17-1112;UL 6173O11-2 IEC61215-V-111-2acturer in North America.Utilizing premium quality Product IEC 61730-1/2 'CSA O222#b1730-1/-2 ',IEC 62716 Ammonia Corroson;IEC617O1:2O11 aterials and strict quality control management to --eliver the highest effciency, premium quality PV Factor IS09Q01,2015 odules00%made in Noh America. C,Ie Pa•et2 rrg „:F {2AW am1ng Read tl_..>0f-and o"Stx sV an a•.1or „etl _r I cme- :rg cAt a and ber fiat ling losl n3 end 1ojwoi ino2sIe I1-_.. ' � —. /mar ysendahlete - _a•ssul ttnr [r r�lrar�dcan dr - e — 5 tlonsottt.rad m er '�lrrart1 at-x slFa', larsorn. 41' r1 nl I e 9 ote.sber2 2jexpe,.ted om?le.o-da.e. � I PANfil .genera udfrcm 3rd r rtypertrmanredatssrs 7 6 q E a.-ujali•e fo,down.ad at wu -11 ai..r^ar.ren/downiaads I I `iS kki ' 1 BAA AI RA COMPLIANT 19 DOMESTIC PRODUCTION Panels are designed and t t twred-to meet 43uy American Srlfala Sckr n nufa+utures PY modules an two automated Act Compbaee.The US State Department,.US Military a sd kcations within North Amerrea•.Our 500+Nortk AtTterrcati FAA have all utilized`'Silfab panels their solar installations, team is ready to help Titan Solar win the hearts and marids.of 122- nc I customers,providing custemer.service and product delivery . LIGHT A14D DURABLE - that is direct,:efcierit anti local. . NI . p a1 Cra a^nm o.< 9 t 1 ll l t. _ - an So arPAN" 1 —� ... �, ii� irteered tø ate iii .wiind lb"Conditl:On5 f-jr`rest ..' 5 N Rd ss�.r;sa�ml - 1 ��, // 1oa s sralydated up to'400 Pa i4p4"sft.The tight weight frame .. .:AESTHETICALLYP€I A IN TITAN �,Na,Az asz.0 _ 3, e�m, J `♦♦ p, GO ' 4 //i is exctusively designed for wido ranging reeking compatibility.` All black sleek design ideal ale for big pre residential or. _.ti .,a.s.. el 6,5 S�"S )LAP ♦ A�, 7 and durability I an;olarFowerrm —__�_. s. _ eV� ErI ccztllTterciti applications. r...�G ansolarpawer s QUALITY MATTER x EC?I DITA,'r RESISTANT he Tar lrr.. NO g83 0 Total auto ben ensures.strict alt controls du€in entire rk Grde asr — 4 : O quality g Pt!)Resistant due to advamwed cell technology andmaterial t' »* Mm s soda ON 5T ands �" 7� n rzTarit faeturittg process atISO certif•ted facilities; sel t oT1 11;accordance tc>I G 6 81)4-t. S I I "s To t pus_ss z of I ax 1 o:a, •p 7� d9l.Al ef0c...alisbsolacrorr•I emw_i fabsu ar_;;rl i >r ~ SIfabSoisrlra:.. /O 4 •kr� \ i� 800 Corn-uall Ave / 1I •• Ir' .•• , Bellingham;NA 9K'25 Us � � . (D `• Tel+i 0-.569-4T" / ••,F... DOCUMENT CONTROL DATE CAD DC ENGINEER CONTACT INFORMATION ENGINEERiNi1,S1IR. CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 12-28-2020 DP:AF ,���„ sl ned by ERICK ENGIPARTNERS LLC ar,z-••,, g TITAN SOLAR POWER FL PROJECTADDRESS, ROSAS PV MODULES DATASHEET REV DESCRIPTION DATE CAD OC % TITAN C.A.32661 $3°--2-°"°o---'i,.5 12221 N US HIGHWAY 301 ,b srs o_Gonzalez Sot 3233 MOULDEN HOLLOW DR 255 GIRAES, AVE wj .+= CORAL GABLES,FL 33134 :�s+ateo€ � 'Date: TH0N0TASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: +o:F `° S 0 L A R P 0 W E R D-1 r c>.•,�; ENG.RAFAELA.GONZALEZ SOTO,PE______________- - _______________________ - - DESIGN@ENGIPARTNERS.C0M •,F �%step,,.- X020.12.29 (813)982-9001 PARCELNUMBER: TSP62276 DATE: SHEETS: ,,, 08:53:47___________________________________________________ - = 833-888-3644 -05'00' #EC13008093 24-26-21-0090-00000-0330 12-28-2020 7 OF 9 Power Optimizer For North A merica Power Optirnizer P320 / P34 P3 0 400 / P401 / P405 / P485 / P505 For North America P320 / P340 33 00 P400 / P401 / P405 / P485 / P505 MINPUT Rated Input DC Powers 320 340 370 400 405 485 505 Absolute Maximum Input Voltage 48 60 80 60 125m 831Y 4dc (`✓Dear lowesttemperature) MPPT Operating Range 8-48 8-60 5-80 8-60 12.5-l05 12.5-83 ylic rA aximum Sport Circuit Current 11 101 11.75 11 14 Adc [Ise) Maximum DC Input Current 1375 125 1465 125 17.5 Adc Maximum EfRoency 945 % Weighted ETtcie.icy 98.8 98.6 • Overeoftage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85. Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power f 1±01 56k IOptimizer STANDARD COMPLIANCE N EMC FCC Part15 Class 6,11c61000-6-2,16061000-6-3 —Safety IEC621u9-1,-class II safety),UL1741 Material UL94 V-0.Ux Resistant rurhll RoHS Vet INSTALLATION SPECIFICATIONS Maximum AilOwed System Voltage 1000 Stilt Compatible inverters .All SolarEdge Single Phase and Three Phase inverters Diinensr„nstW'xLx H) 129x 153c2?.5l5.Ix6x1 1229x153-x33.5 1294153x29.5 1 123x9x 1545.5/5.1x63 x19 129x162755/ mm ✓S. x6 xi.3 l5.ixbx116 51x6.4x2.3 /in Weight(including Cables) 630/14 750/1.7 655/1.5 845/13 1064/2,3 gr/lb input Cor•,nect r MCmlz Single or duel MC41a tvlC4i'It9 input Wife length 6.18/052 m!tt Output Wire type!Connector Double Insulated/MC4 Output Wire Length D:9/2.95 1 12/3 9 tin/ft PV power optimization at the module-level Operating Temperature Rangenl 40-+85/-4.2-+185 F Protection Rating IP68/NEMAEP Relative:ium:dity 1?-100 % -1 Specifically designed to work with SolarEdge I Fast installation with a single bolt (1)Rated peer ofineeioduleat 5TCwdlnetexrercxire cpvrnrzer:Rated hput DO Power'.rlodulermih uoto 45%powertdeance are allowed (2)5154 2157 requires max input xAtage be net more than SOb inverters (3)Pitt other cumeeor types please contact 5darEdge a (a)Fm dual version fey parallel cornecuon of net,modules use 5495-4NMDMRP.+.In the case of an odd nvnher of PP modules in me string in4atling one P4S5 Dual version power cpteuzer connected 8 Next generation maintenance with module- t„ete I,niouule.-,Mnemmrsnecang a singl module.seal the unused inputccnneaarswrtir the.supplied pairotseals. I Up to 25% more energy level monitoring (5)Fcr arnbient temper ar.'re 36eve.85'S,.125m power 30-rat xg is applied.Rater to Power Opsnrzers Temperetre De-Rating Technical Note for mere derails I Superior efficiency(99.5%) 9 Meets NEC requirements for arc fault �. , - protection(AFCI)and Photovoltaic Rapid - �' , t I I t 11 I Mitigates all types of module mismatch losses, Shutdown System (PVRSS) P380,,P34D,Pa7c a c 18 \\ � Mirrrnunt String Length �\ GC yu' P40'D,P401 from manufacturing tolerance to partial Paver Optimizers) P405,8485,P595 6 8 14 ,> �� .••••'•••,A�n f shading I Module-level voltage shutdown for installer Max:mUm String Lenath(Power Op^rnizers) 25 25 55 Q . rt.iCEiys. •. and firefighter safety 5700(6000 with •. I Flexible system design for maximum space Maximum Power per string ,ET60c-US-SE114O0- 5250 6O0Olt 12/Sore W 0, Us) * No. 83104 utilization Parallel Std ngs of Different engthso Orent non Yes (6)Pw detailed string>¢rq ieformavc rover.o.'-Tprr Nwsolareige sm/s res/ilefau fi en/Srng_slzir t napdf `•9 (7)0,5 natal!wad to'rite P405/P485/P505 oW P320/P3 tt/Py U/P4t10/P4M i one string —s.R 'V1�Y:XJ 1 (St A stong wrth moan than 30 cpnmtzers does riot meet NE_rapid shutda.r requirements safnlyedtaige irS Er above the 30V requirement bti fit)rpr 202`✓gad t s allov+M to Irctall up to 6,S00`.Yperstrirg whhri the male rwm poorer dilterente between each string is LW0W _-O ST 1 (t0)For 277r4a1N grid it i allowed-3 stall,,p to 15,DJ0W per unng wtrerr the maennurn Cower d8ere O between eac'3 4r rg is 2,320W ATE Iofa A, soaredge.com - dl "� ( // �, Riau ` '5 `' yhts de SOLARrE, /02,01REDGEaretrademerksrxregrsleradeniro, arl¢pt5plarEdcTchnolop'es,Inc. C��..�.Il� RoHSe L-...�.,i.-v.:.-�` All alhxt2dem?rks munh.neaherein aretradxnae,01thgir res.'rt'•givr e.mtn.Date:V,2020/J02,'Eras NAM.'wbe_t 0 chargemthoulncrca. �' Intertrk '/,, N4 L ��; \`\ DOCUMENT CONTROL DATE CAD DC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ERICK ROSAS ISSUED FOR PERMIT 12-29-2020 DP AF ENGIPARTNERS LLC ,..'"""'.., Di )tall sine TITAN SOLAR POWER FL SMART MONITORING DATASHEET REV DESCRIPTION DATE CAD OC •"' :", 9 y 9 PROJECT ADDRESS: C.A.32661 =p",i:er<.,'sir; by Rafael A 12221 N US HIGHWAY 301 T I T A N 255 GIRALDA AVE o.ea:a1 Gonzalez Soto 3233 MOULDEN HOLLOW DR CORAL GABLES,FL 33134 E T'.irt'XV-;."F'2 THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ;� cane,' Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE I D-2 DESIGN@ENGIPARTNERS.COM '?g(°a'4!"a,: 2020.12,29 (813)982-9001 PARCEL NUMBER TSP62276 "„ssrormt E��,o' : DATE: SHEETS: 8 08:53:57-05'0 24-26-21-0090-00000-0330 12-28-2020 OF 9 833-888-3644 #EC13008093 Single Phase Inverter with HD-Wave Technology for North America Single Phase Inverter SE3000H-US SE3800H-US ' SE5000H-US SE6000H-US/ SE760OH-US / SE1000OH-US / SE11400H-US with HD-Wave Technology . ®�� m . ,,, :�, ,,, for North America • SE3000H-US / SE3800H-US a SE5000H-US i SE6000H-US/ OUTPUT 3800 @ 240V i 6000 @ 240V 11400 @ 240V SE7600H-US/ SE10000H-US / SE11400H US Rated AC Pourer Output 3000 3300@208V 5000 5000@208V 75°° 700°° 10000@208V VA M Maximum AC Power Output 3000 3800@.240V 5000 -5000 @ 240V 7600 10000 10000 @208V VA 3300 @ 208V tI 5000 @ 208V 10000 @ 208V T _ _. A6 OJtp.rt Votage.hin.-Nom,-Mau. ✓ ✓ ✓ i ✓' ✓ ✓ ✓ Vac (211-240-Z64)- Ii AC Output Voltage Min.-Nom.-PA arc ✓ _ i .✓ _ _ 3 ✓ Vac (183 208-229) I I AC Frequency(Nominal) 59,3-60-60.51'1 Hz $ Maximum Continuous Output 12.5 16 21 i 25 32 42 47.5 A Current @240V ' Maximum Continuous Output I 16 - I 24 - - 48.5 A Current @208V I O S Power Factor 1; djustable. 0.85 to 0.85 Q I GFDI Threshold 1 A IUtility Monitoring Islanding Protection, Yes Country Configurable Thresholds ( INPUT solar ' - so1er. Maximum DC Power @240V 4650 5900 7750 1 9300 11800 15500- i 17650 W • 5 C Maximum DC Power @208V - 5100 - i 7750 - - I 15400 W T s - Transformer-less,Ungrounded Yes Maximum InputVotage _ 480 Vdc Nominal DC Input Voltage 380 I 400 Vdc Maximum Input Current.@240Vizl 8.5 10.5 13,5 S 16.5 20 1 27 1 30.5 Adc Maximum Input Current @20SVi i 9 13.5. 27 Adc Max Input Short Circuit Current 45 Adc y y 4. Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600 Sensitivity ' T Maximum Inverter Efficiency- 99 I 99.2 I % 99'@ 2400` CEC Weighted Efficiency 99 98.5 @ 203V % Nighttime Power Consumption <2.5 1 W Optimized installation with HD-Wave technology I"For other regional settings please.contact SolarEdge�pport m A higher arrest source maybe used;We,nverter will limit its 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 ``\`1 I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp I Built in module level monitori III ��� ng \` • � P GON I Fixed voltage inverter for longer strings I Optional:Faster installations with built-in consumption �10EN F metering (1%accuracy)and production revenue grade No. 831 I Integrated arc fault protection and rapid metering (0.5%accuracy,ANSI C12.20) 4 OO shutdown for NEC 2014 and 2017,per article - * : : * _ 690.11 and 690.12 l 1 : STA E F v 7 ��OR%P �� solared e.corn so a s �� `s © G ' �11111t � DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ERICK ROSAS ISSUED FOR PERMIT 12-28-2020 DP AF ENGIPARTNERS LLC TITAN SOLAR POWER FL INVERTER DATASHEET f_ — — —REV DESCRIPTION DATE CAD OC DI stall sl ned PROJECT ADDRESS: C.A.32661 `,4�,.n ao"rn�Fr,, g y g 12221 N US HIGHWAY 301 A► T I T A N 255 GIRALDA AVE :os-"�F so„- by Rafael A ■ 3233 MOULDEN HOLLOW DR CORAL GABLES,FL 33134 = _Gonzalez Soto THONOTASASSA,FL 33592 ZEPHYRHILLS,FL 33540 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: $. §Date: S 0 L A R P 0 W E R I ENG.RAFAEL A.GONZALEZ SOTO,PE D-3 DESIGN@ENGIPARTNERS.COM =o. `ro.r�° 2020.12.29 (813)982-9001 PARCEL NUMBER: TSP62276 ...... : DATE: SHEETS: 9 ''.,s;°"ni E�e• 08:54:16-0500' 24-26-21-0090-00000-0330 12-2e-20209 OF 833-888-3644 " #EC13008093