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HomeMy WebLinkAbout22-3931Address: 5900 11 Th St ZEPHYRHILLS, FL 33542 Phone: (352) 807-7551 Class of Work: Electric Service Replacement/ IINC Building Valuation: Electrical Valuation: $45,000.00 Mechanical Valuation: Plumbing Valuation: Total Valuation: $45,000.00 Total Fees: $265.00 Amount Paid: $265.00 Date Paid: 4/20/2022 12:49:04PM BGR-003931-2022 Issue Date: 04/2012022 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. TV =1I accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE � pi or 1 PEfAIT OFFICEf) NANXRJW4r r: !* �ZmM 6, 1 �, , it4fI , -, City of Zephyrhills Permit Application Building [)apartment Date Received Phone Contact for Poniniffrol 11 t ill -N % 0 V_T�yl_x TA'T. I �T A 1 �yy A I' I A A! il, a} I'A 'A t Ir 9 4 31 1-1-1 T11T V T'V'T X'tl 1_t:' t I -,rx -1-1 1 1 A I CHURCH ROBERT &DONNA (352) 807-7551 Owner'. NamQ Ownerphone Owner's Address 5900 1 1-TH ST REEI'� Z E PH Y RHILLS, FL 335 42 Owner Phone Number Fee Simple Titleholder Name . . ..... Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 15900 1 ITH STREET, ZEPHYRHILLS, FL 33542 LOT It . ... . ..... . 11-26-21-0010-02200-0150 SUBDIVISION PARCEL III,, JORTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONST6 ADDIALT SIGN L) I- tyfi 0 L! F, H El INSTALL REPAIR PROPOSED USE SFR Comm o- q-;; TYPE OF CONSTRUCTION BLOCK L] FRAME s, 1, DESCRIPTION OF WORK I , I J' 8 tL INGSIZE SQrOOTAGFHEIGHT -9 W, A k -L is k k k k it IL k It k 4 C W k k -L t K t q kV I k it k W K It t k t q W R V. 41 Is e- R It k .1, x q k It a V, V EA. k4. Kt t k 11, k it =BUILDING 1 VALUATION OF TOTAL CONSTRUCTION Z�FLECTRICAI_ AMP SERVICE PROGRESS ENERGY LV,R,C C =PLUMBING =fAECHANICAL VALUATION` OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY OTHER FINISHED FIOOR ELEVATIONS FLOOD ZONE AREA =YES NO +44,4,44 BUILDER COMPANY 'Z, iT' -1-y-i-i4 SIGNATURE Address License 0 ELECTRICIAN COMPANY SIGNATURE REGIS Address PLUMBER COMPANY SIGNATURE FE, UW.=N T Address License MECHANICAL COMPANY SIGNATURE REGISTERED .. .... - - -- ------------- Address Ucense # COMPANY OTHER SIGNATURE REGMTE9sM E_YIN Address # RESIDENTIAL Attach (2) Plot Plans,; (2) sets of Building Plans; (1) set of Energy Forms , R-O-W Permit for new constructlon, Minimum ten (10) wodcinq days after submittal Dole. Required onsite, C."eauclion Plans, Starrowater Plans w/ Silt Fonoa installed, Sanitary Facilities & I dumpsler; Site Work Permit for suladivislonsdarge 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 cOnatruction. Minimum ten (10) working days after submittal date. Required costs, Construction Plans, Stormwatet Plans w/ Slit Fence installed, Sanitary Facilities & 1 dumpsler Site Work Pennitforall new projects. Ali commercial requirements rust 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 $750D) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized loiter frog owner authorizing same OVER THE COUNTER PERMITTING (copy of cunt'act requirech Rerools if shingles Sewers Service Upgrades A/C Fences (Plot/Surveffootage) 1 65"�y Driveways -Not Over Counter If on public roadways needs ROW City of Zetchyr-hills Permit Application Fax-81 3-7nMO,21 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to 'doed'restrictions' which may be more restrictive than County regulations, The undersigned assume-, responsibility for compliance with shy applicable deed feslhctlons. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSTRIUTK_b: if the owner has hired a contractor Of COnIf2GIC)IS to undertake Work they may be requited to be licensed In accordance with state and local regulations If the contractor Is not licensed as required by low, both, the Owner and contractor may be o4od for a misderhoanor violation uncles, state law lithe Owner or witendod Contractor are unrietrifiln as to what licensing ;uquircluents may apply for Ine Inlooded work, they at(, advised to contact the Pasco County Buifump htspection Divi&on—LlCeasing Section at 7;?74l47- 800t) Furthermore, if the owner has hired a contractor or contractors, he is advised to !,,ave thfit contraclorf5;)i cifin foodfirls of lho 'Contractor Dkqck' of this application for which they Will be responsible. If you, as the owner sign as the sxuttra dot, that may be An Indication that he is not pi-operly firpricorl and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands aial Transportation impact Fees and Recourse Recovery Fees may apply to the construction of new bujidirigz, change of use in existing buildings, or expansion of existing buildings, as specified In Pasco County Ordinance number 69-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, Will be identified at the lime 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 lines must be paid prof to retain issuance.. Furthermore, If Pasco County WaterlSewer Impact fees are due, (hey must be paid pror to permit issuance in accordance with applicable Pasco County Ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended); It valuation of work is $2,500,00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Low —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 irnorroolion In this application is acturaille, and thal all work will be done In compliance with all apoll�t:lle Isms regulating consinuction', zoning and land development Application it, horeby made to tuchan a permit to do work, and lnsWtalion or Indicated. I Gorth, 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 jurisdidlon 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 agendes include but are not limited to; Department of Environmental Protection -Cypress Bayhoads, Wetland Areas and Environmentally Sensitive Lands; Water/Waslievviter Treatment. SouthwestFlorida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways Department of Health & Rehabilitative Services/ Environmental Health Unit -Welts, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that [tie 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 eteva(ed by fill, an engineered drainage plan is required, If I am the AGENT FOR THE OWNER, I promise In good faith it) Inform the Owner of the permitting conditions sat 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 "ate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a ponalt prevent the Building Offidal front theranfiRix requiring a comaction of eaurs in plans, construction or violations of any oodes. Every pea ift Issued shall became Invalid unless the work authorkeed by such fiefulil is commenced wilhin six inotahs of pornift Nuance, or if vOok authorizadi 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 reilvested, in vwiting, front the fluilding Official for a period not to exceed ninety (90) days and will dorronairate justifiable cause. for the extension If work rouses for oholy (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 1-1-ORIDA JURA-T (FS 117 03) 'XOWNERORAGENT- Subscribed and -svv 0, t (Of0frifoli, erred this Subscribed and swo by M11(,1nz_0_W1l ....... _V] QXFlare Dean fly krOm to rho or hasAlavoi produced VvbO owere xr on illy kbrnazr to me or has have pfodurid as IdentIficallon, as ida ___,Nolary Public Commission No Co Isslon No-_ Nellieof Notary types - printed or stompfni Rime of Notaiyejoh typed, m6a or sfamo6d" , i CHRISTIAN GARCIA or4gtl/�,—, Notary Public -State of Florida U Commission # HH 176161 MY Commission Expires September la, 2025 %infin, SAMANTHA L GONZALEZ Notary Public -State of Florida Commission #GG928637 ;"a, MY Commission Expires November 03, 2023 Permit No, ParceilD No 11-26-21-0010-02200-0150 NOTICE OF COMMENCEMENT State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fallowing information is provided in this Notice of Commencement: 1, Description of Property: Parcel Identification No. 11-26-21-0010-02200-0150 Street Address: 5900 11TH STREET, ZEPHYRHILLS, FL 33542 General Description of Improvement PV Solar Installation Owner Information or Lessee information if the lessee contracted for the improvement: CHURCH ROBERT & DONNA 5900 11TH 8T Name ZEPHYRHILLS FL Address City State Interest in Property: OWNER Name of Fee Simple Titleholder: (If different from Owner listed above) Ace :.cs City. _ Stat 4. Contractor: Titan Solar Power Name 901 ArmstrortBlvc_ww.. ___. __ __.. Kissimmee FL Address City State Contraotoez Telephone No.. 855-729-7652 5. Surety: __ Name Address Amount of Bond: 9 6.. Landor: Name Address Lenders Telephone No.: State Telephone No.: City State 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713 13(1)(a)(7), Florida Statutes: Name AddressCity State Telephone Number of Designated Parson: _ 8 In addition to himself, the owner designates of! to receive e copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes_ Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date Is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IfAPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, 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 perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best A Rt HR'STIAN GARCIt� , I ry Public -State of Florida w Commlasltsn # H H 175161 ,fnatune o owner or Lessee, or Owres s or L�ce`s Authorized y Commission Expires tJfft dCPireeforMartrterlMrmagdr 'rrrrti v'`� Sepfie bor 13, 202fi Sig etory s TittelOff ce The foregoing instrument was acknowledgeepd` before me this day of dtE _$ by (type of authority, e.g., officer, trustee. attorney In fact) for (name f partyon behalf of xv121nm instrumept was executed). Personally Known © OR Produced IdentiEcation Wr Notary Signature Type of identification Produced Name (Print) Yr wpdata?bcsi noticecommenceme nt_pc453046 SYSTEM CAPACITY: 9.2 KW DC / 7.6 KW AC PV PANELS: (23) Q. PEAK DUO BLK ML-G10+ 400 W BY Q CELL OPTIMIZERS: (23) P505 BY SOLAREDGE INVERTER: (1) SE760OH-US BY SOLAREDGE RACKING SYSTEM: CROSS RAIL SYSTEM 44-X BY K2 SYSTEM PROJECT INFORMATION _ ____- PROJECT LATITUDE 2b.243343 I MIN AMBIENT TEMP � i ° C PROJECT LONGITUDE -82.180792 MAX AMBIENT TEMP 34 ° C WIND EXPOSURE B AHJ ZEPHYRHILLS CITY DESIGN WIND SPEED 138 MPH ilk C-1 COVER SHEET C-2 SAFETY PLANS E-i ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURALPLAN S-2 RACKING PLAN S3 RACKING PLAN D-1 PV MODULES DATA SHEET D-3 NOTES PER FL. STATUTE 377.705 (REVISED 7/112017), 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 STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. APPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017 CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH EDITION OR LOCAL GOVERNING CODE. ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE TORQUED PER DEVICE LISTING, OR MANUFACTURERS RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL BE CHECKED FOR PROPER GROUNDING. REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER APPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING PAGE FOR MORE INFORMATION. RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL CONTINUITY. MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30A-1 AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF HEIGHT MUST BE LESS THAN 60 FEET. DOCUMENT CONTROL DATE ';CADQ ISSUED FOR PERMIT REV DESCRIPTION NORTH �r / �NGl- r. LOCATION ZONESWIND ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 255 GI RALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM •OBOS LOCATION N.T.S. ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 1813) 982 -9001 #EC13008093 CONTRACTOR LOGO CUSTOMER —BERT CHURCH PROJECT ADDRESS'5900 iiTH ST *TITAN ZEPHYRHILLS FL 33542 5 0 L A R P O V1 E R PARCEL NUMBER: 11-26-21-0010-02200-0150 SHEET NAME: s PROJECT ID: ENGINEER OF RECORD: I SHEET TITLE: ENG RAFAEL A. GONZALEZ SOTO PE TSP121715 DA--T E: 04-14-22 833 - 888 - 3644 X m in z J m E- -n ry 0 o V♦ X m m Y N.T.s. DOCUMENT CONTROL DATE !CAD! QC FOR PERMIT DESCRIPTION PROPERTY LINE FENCE -------PV STRING!NVERTER 41 ---------PV DISCONNECT -AC LOAD CENTER -INTERCONNECTION POINT --EXISTING ELECTRIC METER LOCATION OF NEAREST URGENT CARE FACILITY NAME: ADDRESS: PHONE NUMBER: NOTES: 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME 2, INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: ROBERT CHURCH ENGIPARTNERS LLC TITAN SOLAR POWER FL ---- ---------- PROJECTADDRESS: C.A. 32661 12221 N US HIGHWAY 301 255 GIRALDA AVE %TIT AN 5900 11TH ST CORAL GABLES, FL 33134 THONOTASASSA, FL 33592 ZEPHYRHILLS FL 33542 S D L A R P O W E R DESIGN@ENGIPARTNERS.COM (813) 982 -9001 -- -- - ------------------ PARCEL LNUMBER: 11-26-21-0010-02200-0150 833 - 888 - 3644 #EC13008093 SHEET NAME: SAFETY PLAN PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO. PE C-2 TSP121715 -_ -_ ---- DATE: 04-14-22 WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE DE -RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY OUTPUT 125% OFMIN AMBIENT # OF VOLTAGE CONDUIT WIRE TAG QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION HEIGHT CURRENT OUTPUT OCPD WIRE TEMPERATURE CONDUCTORS DE -RATES DIST. VOLTAGE DROP % FILL % ABOVE ROOF CURRRENT RATING AMPACITY COEFFICIENT COEFFICIENT DC (BEFORE JB) (4) #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 0.76 1 30A 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 0.76 0.8 24.3A 20 FT- 350V 0.21 % 8.1 % AC (INVERTER TO METER) '', (2) #6 AWG THWN-2 (1) #6 AWG THWN 2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.OA 40A 75A 1 1 75A 5 FT. 240V 0.1% 7.7% STRING #1 A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 A1.12 1 PV RAILS TO BE BONDED WITH #8 BARE WIRE STRING #2 B2.1 B2.2 B2.3 B2.4 B2.5 B2.6 B2.7 B2.8 132.9 B2.10 B2.11 a Em Zm�ll 2 3 4 � 60A � NEMA3R 7 1 #6 THWN-2 GROUND EXISTING OVERHEAD SERVICE 240V/120V 3 # 3/0 THWN-2 INVERTER TOTAL OUTPUT: 32A SAFETY RATING (125%): 40.00A TOTAL PV SYSTEM OCPD: 50A (23) Q. PEAK DUO BILK ML-G10+ 400 W (66 CELL) 2 2 #10 PV WIRE PER STRING REFER TO D-1 SHEET 1 #8 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX 3/4" EMT CONDUIT 2 #10 THWN-2 PER STRING 4 1 #8 THWN-2 GROUND 5 SE760OH-US BY SOLAREDGE 6 2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND 3/4" EMT CONDUIT REFER TO D-3 SHEET 1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT 7 PV SYSTEM DISCONNECT - 60A RATED 8 PV INTERCONNECTION POINT - PV BREAKER 9 AC LOAD CENTER 200A 10 UTILITY ELECTRICAL SERVICE 11 NOT USED 12 NOT USED DOCUMENT CONTROL DATE 'CADi QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO *TITAN CUSTOMER: ROBERT CHURCH PROJECT ADDRESS: 5900 11TH ST SHEET NAME: 'R`Ei R RISER t/.�, pp ONE ��� t \���6 \ ®��i.l� ISSUED FOR PERMIT 64-54-221 EA LB ENGIPARTNERS LLC C.A. 32661 255 61RALDA AVE TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 REV QC -- PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: j CORAL GABLES, FL 33134 THONOTASASSA, FL 33592 ZEPHYRHILLS FL 33542 - - S Q i. lk R P U PF E R ENG. RAFAEL A. GON7ALEZ SOTO PE ---- - - - DESIGN@ENGIPARTNERS .COM (813)982 -9001 ------- PARCEL NUMBER: P121715 DATE: � i 833 - 888 - 3644 #EC13008093 11-26-21-0010-02200-0150 04-14-P2 LABEL LOCATION: TERMINALS ONBOTH LINE AND LOAD SIDES MAY BEENERGIZED |NTHE OPEN POSITION TURN RAPID SHUTDOWN SWITCH rnTHE "Opp POSITION TO SHUT DOWN ,vSYSTEM AND REDUCE SHOCK HAZARD /wTHE ARRAY AC DISCONNECT, POINT OFINTERCONNECTION PER CODE: NEC 690.13 (B) LABEL LOCATION: ACDISCONNECT, MAIN PANEL PER CODE: NEC 11O.27(C) OSHA181O145(0(7) LABEL LOCATION: ACDISCONNECT, MAIN PANEL LABEL LOCATION: AC DISCONNECT POINT OFINTERCONNECTION PER CODE: NEC 690.58(C) LABEL LOCATION: INVERTER PER CODE: NEC 690.52 LABEL LOCATION: INVERTER PER CODE: NEC 690.53 LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.54 LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.13 (B) LABEL LOCATION: MAIN SERVICES DISCONNECT, DCCONDUIT LABEL LOCATION: POINT OF INTERCONNECTION LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC LABEL LOCATION: MAIN SERVICE PANEL POINT OF INTERCONNECTION PER CODE: NEC OS0.33(]C8&NEC LABEL LOCATION: POINT OFINTERCONNECTION LABEL LOCATION: ADJACENT TOMAIN DISCONNECT rITA <- - A-t�. 44 40 POWER TO THIS BUILDING IS ALSO GENERAL NOTE: E% TURN RAPID SHUTDOWN SUPPLIED FROM THE FOLLOWING SOURCES 1111111IN SWITCH TO THE "OFF" WITH DISCONNECTS LOCATED AS SHOWN: ADHESIVE FASTENED SIGNS: POSITION TO SHUT DOWN LABEL LOCATION: THE LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE FOR THE ENTIRE PV SYSTEM. AC DISCONNECT, MAIN PANEL THE ENVIRONMENT WHERE IT IS INSTALLED [NFPA 1, 11. 12.2.1 PER CODE: FFPC 7TH EDITION: 11.12.2.1.1.1.1 WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD ­­1 Al COMPLY WITH ANSI Z535.4 [NEC 110.21 (B) FIELD MARKING]. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER DOCUMENT CONTROL ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 04-14-22 EA LB ROBERT REV DESCRIPTION ENGIPARTNERS LLC TITAN SOLAR POWER FL DATE ICAD� OC PROJECT ADDRESS: SAFETY LABELS CORAL GABLES, FL 33134 ZEPHYRHILLS FL 33542 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: 11-26-21-0010-02200-0150 SOLAR MODULE UL 1703 CERTIFIED MAX. DESIGN LOAD: 83.54 psf APPLIED WIND LOAD :-25.28 psf NOTES: Q.PEAK DUO -INSTALL MID CLAMPS BETWEEN BLK ML-Gl 0+ MODULES AND ENDS CLAMPS AT THE 400W j END OF EACH ROW OF MODULES. ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. 41 1' WORST CASE MODULE: ZONE 1: 76% ZONE 2R: 24% 21.51(0.76) + 37.51(0.24) =25.28psf ULTIMATE WIND SPEED 1401mph DESIGN WIND SPEED 1381FnPh RISK CATEGORY 11 EXPOSURE CATEGORY B ROOF SLOPE 17 ROOF TYPE GABLED MATERIAL ROOF TYPE ASPHALT SHINGL PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT: 13.3 0.5 MEAN ROOF HEIGHT 6.65 2H2 PERIMETER WIDTH: 3.8 KID 0.85 KZT 1.0 K, 0.575 LEGEND -&SYMBOLS OBS ROOF OBSTRUCTIONS ARRAY # MODULE# STRING # NON -EXPOSED MODULES EXPOSED MODULES EDGE MODULES TRUSSES OR RAFTERS ROOF MOUNTS & RAIL > ROOF SLOPE ROOF'S GENERAL NOTES: 1- CONTRACTORANSTALLER TO VERIFY ROOF CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. 2-CONTRACTOR/INSTALLER TO NOTIFY THE OWNER IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR REQUIRED TO INSTALL THE PV SYSTEM. 3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO INSTALL AS PER MANUFACTURER STANDARDS. ROOFINSPECTION NOTE: A PANEL IS DEFINED AS EXPOSED IF Dl TO THE ROOF EDGE >0.5H AND ONE OF THE FOLLOWING APPLIES: 1. Dl TO THE ADJACENT ARRAY > 4 FT (12 M) OR 2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M) ASCE 7.16 - 29.4-7 DESIGNEDWINDPRESSURES: p = qh (GC p)('YE)( Ya) VELOCITY PRESSURE (q) = 0.60*0.00256* K+IKZTKDV' IVELOCITY PRESSURE (ASD) 1 14,29 1 NON EXPOSED �EDGE FACTOR: YE = 1 0 EXPOSED EDGE E =FAXCPTOOSR YE 1 5 ARRAY EQUALIZATION FACTOR: >1 08 Ya 10.7 EXTERNAL PRESSURE 0.7 -1.5 2 0.6 EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -1.5 CL >1 EXTERNAL PRESSURE COEFFICIENT Z2n 0.7 -2.5 0 0 4 EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 25 < EXTERNAL PRESSURE COEFFICIENT Z3e 0.7 -2.5 0,2 EXTERNAL PRESSURE COEFFICIENT Z3r 0.7 -3,6 INTERNAL PRESSURE COEFFICIENT 0.18 ZONES PRESSURES (PSF) NON EXPOSED PRESSURES (PSF) EXPOSED PRESSURES (PSF) MAX SPAN (FT) MAX CANTI- LEVER (IN) 1 -24.01 -15.00 -22.51 4' 16 2e -24.01 -15.00 -22.51 4' 16 2n x -38.30 -25.01 -37.51 2 8 2 r _38.30 1 -25.01 -37.51 -2 -8 3e -38.30 -25.01 -3T51 2' -8 3 r ­4719 -36.01 1 _54.02 1 2 8 TOTAL ROOF AREA 2144.68 sq.-ft TOTAL MODULES: 23 TOTAL PHOTOVOLTAIC AREA: 486.12 q.-ft TOTAL PERCENTAGE AREA OF PV SYSTEM: 22.671% WIND LOAD (PSF): -25.28 TOTAL WIND LOAD (LBS): -12,289A 1 TOTAL ROOF MOUNTS: 49 !TENSION FORCE PER MOUNT (LBS): -250.80 1 10 100 1000 Effective Wind Area, ft' AR TILT=l AZIMU' H2= 4' SOL RC LOCATES OF ROOF WOOD TRUSS LOCATION MUST VEF RRAY B -T=17' 'I MUTH= 90o (E) - 4" NCTION BOX PV STRING INVERTER #1 PV DISCONNECT AC LOAD CENTER - INTERCONNECTION POINT EXISTING ELECTRIC METER "x�1111111111, f , / & GO (p 0 0 olk % Sr4rE or 0 Zl '?iVA L DOCUMENT CONTROL DATE �CAD! QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO (&T IT AN CUSTOMER- ROBERT CHURCH PROJECTTADDR_69S: 5 00 1 1TH ST SHEET NAME: STRUCTURAL PLAN ISSUED FOR PERMIT 04-14�22 i EA LB ENGIPARTNERS, LLC C.A. 32661 255 GIRALDA AVE TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 REV DESCRIPTION DATE !CADI QC - PROJECT ID: ENGINEER OF RECORD- SHEET TITLE: --- ---- ---- CORAL GABLES. FL 33134 THONOTASASSA, FL 33592 ZgEPHYRHILLS FL 33542 S 0 L A R 1' 0 101 E R ENG. RAFAEL A GON7ALEZ SOTO, PE DESIGN@ENGIPARTNERS.COM (813) 982 -9001 PARCEL NUMBER: TSP121715 DATE: 833 - 888 - 3644 #EC13008093 11 -26- 21- 0010-02200-0150 04-14-22 F�,c. .PP F! v toms ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE "P K2 SYSTEMS CROSS RAIL IS tissv FV ms 0 t �o Yeti Gump T,hn 3— CROSSRAIL YETI END 13MM HEX BOLT LOCK WASH_W 9 / -O 1. 17e support FL' . ` t ms O, 4L- ---_. CrossRail Mid Clamp 2X4 RAFTERS 24" O.C. _ ASPHALT SPLICE FOOT � SEE DATA SHEET ABOVE �� SHINGLES „ P SPECIFY MIN. EMBEDMENT OF 2.5" NOTE: i 5/16" SS LAG BOLT SEAL BASE MOUNT TO EXISTING ROOF UNDERLAYMENT WITH ROOF 5/16" SS FENDER WASHER j SEALANT AND MEMBRANE SEALANT I DOCUMENT CONTROL I DATE CADI QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION ISSUED FOR PERMIT ( 04-14-22 EA La ENGIPARTNERS LLC C.A. 32661 TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 REV DESCRIPTION DATE 'CAD! QC 255 GIRALDA AVE CORAL GABLES, FL 33134 THONOTASASSA FL 33592 ----- - ----- - ----- ----- --- J----- r---- DESIGN@ENG]PARTNERS.COM 833 - 888 - 3644 (813) 982 -9001 #EC13008093 rre ppa' Y!oy t. s , 3 L% Everest Ground Lug 140 mph I I I Array Interior 1 64 1 64 1 64 1 54 1 54 1 54 1 49 B 1 7 to 20 II I Array Edge ( 54 I 54 I 54 I 44 I 44 I 44 I 40 LAG BOLT PULL OUT CALCULATIONS Spruce, Pine, Per inch Thread Depth 2661bs SS Lag Bolt 5116" x 4" 1 Min. Thread Depth 0'-3" Wood Strength x Thread Depth = Pull Out Strength 266 lbs. x 3 in-- 798 lbs. Allowable Pull Out Strength per Lag Bolt 798 Ibs Max. Pull Out Strength Required per Lag Bolt 250 80 Lag Bolt Pull Out Strength Safety Factor 3A8 :. ASCE 7-16 Velocity Pressure gz10 = 0.00256Kz Kzt Kd V2 Where: DISTRIBUTED LOAD CALCULATIONS PV MODULES, & RACKING WEIGHT =, I(NDIVIDUAL MODULE WEIGHT + 3.5 LBS)' (MODULE QTY) = (52.00 LBS)' (23) = 1,196.00 LBS PER SQUARE FEET �PSFLARRAY LOAD = P_V MODULES & RACKING WEIGHT I TOTAL ARRAY AREA = 1.196.00 LBS 1486.12 SOFT = 2.46 PSF ti HENCE `-- O—F ROWILL CARRY THE ADDITIONAL SOLAR SYSTEM -------- LOAD --- ----------- gz10 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf) Kz = velocity pressure exposure coefficient Kzt = topographic factor Kd = wind directionality factor V = basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate wind speed maps in 2020 FBC. As an example, for an array having an area of 158.04 sq.-ft., the total uplifting (resultant) force acting on the array would be -39.1 psf x 158.04 sq. ft. =-6,179.364 lb. Knowing this resultant force, the design engineer can now determine the number of attachment points and the size of the mounting hardware necessary to safely carry this load. Live Loads: Live loads associated with photovoltaic systems are usually assumed to be distributed uniformly and are small, on the order of 4 psf or less. CONTRACTOR LOGO s 0 L A R P0V;ER CUSTOMER: ROBERT CHURCH PROJECT ADDRESS: 5900 11 TH ST ZEPHYRHILLS FL 33542 11 -26-21-0010-02200-0150 SHEET NAME: LAG BOLT FLASHING I _ 1 EXIST.2x WD. 1 TRUSSES OR \ RAFTERS 1 —PLACE BOLT -!�( AT C.L. OF ,, TRUSS OR EQ, EQ RAFTER SECTION "A -A" N.T.S. Lag pull-out (with_ drawal) capacities Qb§I in typical roof lumber (ASD) Douglas Fir, Larch Douglas Fir, South Engelman Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir, Redwood (close grain) Hem, Fir (North) Southern Pine STAINLESS STEEL Lag screw specifications Specific Sjs^shaft, gravity per inch thread depth 0.50 266 0,46 235 0A6 235 '. 0.43 212 0,46 235 0,55 307 Spruce, Pine, Fir 0,42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources.- American Wood Council, NDS 2005, Table 11.2A, 11, 3A. ROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOT., PE TSP121715 _ _- -- DATE: 04-14-22 I Lag Screw Installation Guidelines MIAW 'i fit. 7 6,f AM We support PV systems 1. Determine location for the Mount on roof by drilling through the center of truss from bottom with 5/32" drill bit. N(YFICE OF ACCEP rA.`SCE (NOA), K2 Sv,u-m,. LLC 0 2. Mark mounting holes for Mount on underlayment. Mounting 28 5 hiN Vi'l. c k L,.Nli92118d1U,. Sft, holes should be centered on the trusses. Sco E� T1 .tea I, l,", i­"1­l"d_'h'p l h1-1I h' "f Th, 1— b",b — --d tdI', [,,,I, RER 3. Drill 15/64" hole. ,,,may pilot I AIUl 7 4. Apply sealant to bottom of Mount. ii-N S—i— (h, M.—Dieh, C t' : It q-14, If ItP d­1 riel L"I" 1,, 1— h'I ... �­"" 5. Place Mount over roof underlayment with holes in roof. mffip.d tt taN ll h,­ —1, .dA,7.­,,­d he -I, prbd-t , 'Al— il— RLR­­ if,, d'd,f 0 & Apply sealant to bottom of Mount, apply sealant to lag screws I I kb Ihi, ­,pu= if 11 1, d--t-I by Mi­i­Dd, C —, Fi­ I S"'f" th"t ill" �r ­hen.i fai, to t IN. le"e— iIp—able 1i'di- —1- lii—bui I theih pib Id—, C I.ea, IN,' - 7 Splice Foot X G O/V Z4 and fasten Mount securely to trusses. gth,H,gh', MckF 'Sph�, Pm tPe 7. Apply additional sealant to top assembly to be sure all APPROVAL DOCUXIENT'ci,),�­g dlid F X bd F-11,IA 0­1, Kit , h- f'4. pbT.,,d by K 7 S, .—,. d—d- 01 11 2022, ig,,� -d —1,d by P-1 K, Geh,, PL m, lh� m;"'i-rf'd' C—ly P"d"et c"t',I pp ­,,p —1, Ili, NI juie 1, ll,� Mi I),& C—ty P-1— C­,1S­ 94 penetrations are sealed. missy TLE RIPACT RATTNG:N­ - 1.''hail h­ " !�'h'l ."If Ili, "­" ,' 1'. " 'hy, ".'e, LARIFLIN : I 0— hfll—m Notes- (1) Thread must be embedded in the side grain of a LrKrn­ATTON: Thi, NOA i, f., lh� L­F—I ,/,C—p Mh,hi.g -ly. The Sph,�� F­1 X i, f­ th . ....... ilp i,gl .. ti"', Trusses or other structural member integral with the REN AL fflli� "'AJ,.R bt, ­,,,id,­d aft,, h., I—, fil�d a . I .... EN, i. th� apphbl� Wfld,­ ill, p,bf,—, f 1hi, p,,,d,,,L lok LE , building structure. thi, NOA p_ d­. F,e'hs.g.­y Wha pq—, bll �bl­hlidl, t—thit, th. NoA. Fmu, b, b, (2) Lag Bolts must be located in the middle third of the "pl) ­h ­y­h,,,­I thi, NOA,hall b—m,,! fo, NO,V AD% ERI ISENIEN'I: Ili. �\OA,I b� h --id, \1­,i,-Iy,J, C­­ Fl­d,� �,,d lolk—d Tbyliniclil Data ?AfA L F-0 structural member. ­h,,I b, db­ ih if, ­,­fy INSPECTION: A,.p,,,fd,,, -li—NOAyhx11 '.. 1--d'd . 1111, V he —bi.th— , lk 101 (3) These values are not valid for wet services. _d '1.1i be ­fl bl, t p t Idtc b­,,.t ih. fit,, B,,ildi.g Oft T_VOA ­n,i" 1,- 1, �' I'll d'— ­[ "­i6"­d (4) This table does not include shear capacities. If Tb,, s,lbnfi-d —i—I lyl:,,I,, M, U­­ P,E, j 101 11-11711113 necessary, contact a local engineer to specify lag r. Ey,i­W, D,t,: F11-11y 17,2W27 0-: -5, ho bolt size with regard to shear forces. 0,, (5) Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque. PARF Bf� t OF MA [ERALS --- -- ----------- - - - . ......... ­ - — ---------- BondinQ and Gm�u.n.ding (6) Withdrawal design values for lag screw connections COIAPL Fi E ASSEM, 8 Y DE,�CR:'�TON AUOY MAT 1 ,PLICE, PQOALT aC'Cl-A shall be multiplied by applicable adjustment factors L' �-y a N/A DOD SCREWNIIN� STAlNLESS S-E /A N /A if necessary. See table 10.3.1 in the American ----------------- 2, SE IN WAM-TR SS AND --PDm I_ 5 1 1 3OL-1 21iil'15 "M -X;s SS �`TAINLESSSTFFI N"A Wood Council NDS for Wood Construction. rt 2X R.22 cI N x'79 1 9 L ­4 ASSE&IBLY SPLICE P01"), x DIWNSIONS PRODUCT APP OED V— '—I .. 21 App—i D­ 02117t2022 eTATEOF PE S(GNATJR-_* t DATE 01,212022 ---------- DP ­� PT'Ot': _,CE FOOT X KT ASSFl,,4B5 Ly DOCUMENT CONTROL DATE CADj Do ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO IF ITAN CUSTOMER: PROJECT - , - , AD - DRESS: ROBERTCHURCH .. .... 5900 1 1TH ST SHEET NAME: RACKING PLAN ISSUED FOR PERMIT 04-14-22 1 EA; 1 LB ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 REV DESCRIPTION PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES, FL 33134 THONOTASASSA, FL 33592 ZEPHYRHTLS FL 33542 S 0 L A R P 0 W E R ENG RAFAEL A GoNzALEz so TO, PE DESIGN ENGI PARTNERS COM (813) 982 -9001 PARCEL NUMBER. T SP121715 DATE: S-3 833 - 888 - 3644 #EC13008093 11-26-21-0010-02200-0150 I D4 14-22 I MECHANICAL SPECIFICATION F51 ' TVP SFAA�PV e �r 2£i21 >'' 00,10 Warranty v Q CELLS BREAKING THE 2 la EFFICIENCY BARRIER Q.ANTUM DUO Z Technology with zero gap c 11 layout boosts module efficiency up to 20.9 1. INDUSTRY'S MOSTT TESTING Q CELLS is the first solar mod to manufacturer to pas th t p h wa quality .- grog tha lnduetry: The new Quality Controlled PV'of the independent certification institute TUV Rhemfand. ENDURING HIGH PERFORMANCE V - Long-term yield security with Anti LID Technology, Anti RID Tectimlogy4, Hot -Spot Protect and Traceable Quality Tra.Qr" EXTREME WEATHERATING 72) Nigh -tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). P; a RELIABLE INVESTMENT Inclusive 25-year product warranty and 25 pear linear performance warranty2. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent tow -light and temperature behavior. i APT p- G.S6 04 2,.,., n-1,6 A(_'500 V. 96 h) 2 S—Za C>hez. n c_ o .v._. a_ FORMAT 740v,x41_I F126 Is - (rg rrarsa� Pr {+3i9 rm =c015 - = 32 -- WEIGHT... 48 leQ2A,,le FRONTCOVER _.0.13 n(32m )uhem i[yPe gass'h� s, e,s - th e. . a efled�on +nolog7 e ei BACK COVER ..Camp ,teflm e FRAME BI k ­eed.z,d u .& 0 a2 CELL 9�mo ,ocry slle .z P.,+.A'VTJ ,. solar na.f cells ( f JUNCTION BOX 2 04 3 98 in t 25 2 35 ry 0 59-0.7" n --, ' (53 31 02 60 is 1a "m)P67tL bypa,, CABLE .4-n S i .ao+ ., 442 (12a0 mm, (-49.2,,(1250 mmJ CONNECTOR S,a.aoli AAC4; tP68 _. -.- _.. ;_ �_ __-- ..__—__ - <- i. ~ , r ELECTRICAL CHARACTERISTICS MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS SIC 'POWER TOLERANCE W/-OW) Y 0 POWER AT MPP r .t 3 0 5 00 SHORT C:RCUiT CURRENT f .� .1CA, _ nl 1 _iU 11 1 ,, OPEN CtRCUIT VOLTAGE V,.- V; e9 5 5 45 %; a Z CURRFNTATMPP -.10 5 9 IG 65_. - VGLTAGEATMPP ( _6-i6i. c .c2 2"688 s7a9.. EFFICIENCY. _Y I:O.fi, MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT -_ POWERATMPP.. __.... _...-.. P:,.... 1.'Jl ___.. 7c�8 B._.. JG _.... 2'UE.'3 __.. _. �uGa.. 203,8_.. SHORTC:RCUIT CURRENT O .. _ c1 ..... &90e .... _..... 89"% .... .... c3s 89,.. -.... .. 00.. _-4 _ �. OPEN C IQCUIT VO4 AGE _ V . I ,. 2._. a5 269 412,72 .. 6.... 1 CIURREN AI M.PP At. 8 3 n ,i -4c 8 � 3.;7... VOILTAG E AT M,PP _ V,.,. tvi __..J�r rr, _o .,..., - 1 -b;o at �, t- �.,0'✓ ,.,.:2 `. 1.'_5..._ _ - 'E'_,u..a, teCce! r^ Q CELC3 pRFi1RrVANCE'vaARkAAtTY PEl'iSORtAA!`Iv�E AT LOW k2?AAkA%€C" . -- PROPERTIES FOR SYSTEM DESIGN oV mod=11e c sif c�tc� - , V S Rat ng ft, Fue R i; b d AN Ur. E9730 M.,z Tzst Load, Push � r, ,� - 1, 1i3 ,x ��rd) o Conticuous Oatq To - 18.i'C:} Q QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATI N C P IVP; ... -nc.. t .. A, /�\ - - x C US 'z.. N1b1.> q41,m ,- Noce 3k ELL 400Sp C �."S -OG. #rim CQvt644, USA TEL GT 748 r4 *TITAN r5 JJ ,T n _ A n.. TEL 4= 5 S Y W AR EMAIL - O ..A R P +. N e EMAIL: %ef a s, co e DOCUMENT CONTROL DATE CAD QCJ ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO ' S 6 L A R P C& tt E R CUSTOMER: ROBERT CHURCH SHEET NAME: pV/MODULES DATA SHEET ISSUED FOR PERMIT 04-14-22 EA Le ENGIPARTNERS LLC CAD QC C.A. 32661 255 GIRALDA AVE — CORAL GABLES, FL 33134 - DESIGN@ ENGIPARTNERS. COM I ' 833 - 888 - 3644 TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 #EC13008093 REV DESCRIPTION GATE PROJECTADDRESS: — 590011 TH ST ZEPHYRHILLS FL 33542 PARCELNUM6ER: 11-26-21-0010-02200-0150 PROJECT ID: 121715 NGINEER OF RECORD. NG- RAFAEL A. GONZALEZ SOTO PE [DATE: SHEET TITLE: �g —II - -- ------------------------------- — - — -- - -- -- a-14-22 Optimizer/ Power IOU For North America PowerOptimizer P320 / P340 / P370 / P400 / P401 / P405 / P485 P505 For North America P320 / P340 / P3`70 / P400 / P401 / P405 / P485 =05 MINPUT 11 R c t xe a '', o _ CV 48 -._ CL ... -- ' - -- _-_...................-- - - - - — — '--- Aae I✓ yr (n rpl,7 I/J.i . T ,�Dr rati�y rta'ye iz - efi 8 61- ' ' <n �% � fi' Vdr NlaxumrShort Clirult C.uc e ;; L'II 5 A (Idr r c Mix wrX wtCuven 13 1S ,5 V.���_.... moow at.c,. ffik,ency 38 _ ,,., -._ On ✓,tagaCategury I � OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) F lx-. u r Ou; �JtC .gent l5' Adc _.. V.9c OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) - V<ir_ Orr ze; — _ H°®� STANDARD COMPLIANCE.._ Safety -... h ater 3 11 94 V 0, l R 1 ant R. HS y., INSTALLATION SPECIFICATIONS h„x ..!,Ati ✓edSy_e� aI -- - -- - Ccf , a ..,-e IT veget; ,V.aE�l�e 7 i Ph4se ar 11 Tee F fa,e `n'.e.,ers D r s�^ ibb z, t'; 19s a:�", ., au,. �.. x o- S� 2 v 53X h i'9s - ':!. ,E3xt9 129k F2x .... �.���. x,;.4x14 -;r ..4 7� ;_/?5 aNz/-,. �b6 ,' yrj b ___.-.. _..._. _ __.._ _......_... .._._.. __.... c ,ua 6 ur' y L.l.t fr1f2 '�P.'(Jt:^ o/Q.L ,i6 - Output T ,Conrecto _::bales-tez./MC4 PV power optimization at the module -level outL tl4'ih i4/ - R..ct,eHunr d'Cy Specifically designed to work with SolarEd e Fast installation with a single bolt p Y g g 9 �� e .r " �4 t 9 I I l f f k 1!g inverters � Next generation maintenance with module- °. level monitoring Up to 25°!o more energy-F Ll • < s .. �.� , JIr-��-.I ,. �_�,....> -� �,.� I Superior efficiency (99.5%) 1 Meets NEC requirements for arc fault 0. 0 ,111 protection (AFCI) and Photovoltaic Rapid .. ► r . ; Mitigates all types of module mismatch losses, Shutdown System PVRSS Y ( °3 °Z6 = °, n l L SL _ ` - from manufacturing tolerance to partial — - ---- shading I Module -level voltage shutdown for installer Snic LE , o e°: s ; _ _ _ _ _ _ i and firefighter safety °OA Flexible system design for maximum space t`i s�t. �, �" v " " e t � �� ••. utilization _. p u D i elf,4 err, er J a ns 1_ �_ .ate /I I b, , . _ .. ..._ solaredge.com ol- � 5 y4, S hr� A F O(A4 DG t E OP-liv ZED 6 SO RLIX,E d- t 1 S.la,Eo9e Inc. -A r'Cge e t . 9 a kof r'hno_,q e�, ks I:er 1 '� to C �S u5 Ito H S NI c.^wraactemarks mm�to A irerr-� are taG mn. nsl�_ z oate M/2021 US-gJULkG _ sub", M!", ,v.gout roe e. 4nt8rfek DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO *TITAN CUSTOMER: ROBEHT CHURCH SHEET NAME: SMART MONITORING DATA SHEET ISSUED FOR PERMIT 04-14-22 EA LB ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 REV DESCRIPTION DATE ICAO QC PROJECT ADDRESS: 5900 11TH ST PROJECT ID: TSP121715 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO. PE SHEET TITLE: ®-2 -- CORAL GABLES, FL 33134 DESIGN@ E NGI PARTN E RS.COM THONOTASASSA, FL 33592 (813) 982 -9001 o O I. x t R P 0 of E R ZEPHYRHILLS FL 33542 - -.--------- PARCEL NUMBER: _ _A DATE: 833 - 888 - 3644 #EC13008093 11-26-21-0010-02200-0150 04-14-22 Single Phase Inverter with HD -Wave , r e Northfor America SE300OH-US / SE380OH-US / SE500OH-US / SE6000H-US/ SE7600H-US� SE1000OH-US / SE1140OH-US OUTPUT z�u 4Y,. � R .c. ,...". 'i a v.•. _,' r, Oi r Pf r r t J ;u _ A Y INPUT .. 5 y� tv n ,a. I,,, r s t.sN • , n ,w, vL Single Phase Inverter with HD -Wave Technology for North America iii' � ills � i i� � •ii � How to Enable Consumption Monitoring By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service panel, homeowners will gain full insight Into their household energy usage helping them to avoid high electricity bills I Specifically designed to work with power optimizers T UL1741 SA certified, for CPUC Rule 21 grid compliance y Record -breaking 99% weighted efficiency Small, lightweight, and easy to ins+all both Gn'd outdoors or indoors I Quick and easy inverter commissioning directly from a smartphone using the SclarEdge SetApp I Built-in module level monitoring I Fixed voltage inverter for longer strings I Optional: Faster installations with built-in consumption metering (1%accuracy) and y Integrated arc fault protection and rapid shutdown production revenue glade metering (0.51/-, accuracy, for NEC 2014, NEC 21 and NEC 2020 per article ANSI C12.20) 690.11 and 69012 DOCUMENT CONTROL ISSUED FOR PERMIT REV DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ ENGI PARTNERS.COM 833 - 888 - 3644 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA. FL 33592 (813) 982 -9001 #EC13008093 CONTRACTOR LOGO (&T I TAN S O L A R P O W E R CUSTOMER: ROBERT CHURCH PROJECT ADDRESS: 590011TH ST ZEPHYRHILLS FL 33542 11-26-21-0010-02200-0150 Single phase inverter with HD -wave technology and built-in RGM and consumption monitoring SHEET NAME: INVERTER E DATA SHEET PROJECT ID: ENGINEER OF RECORD I SHEET TITLE: ENS. RAFAEL A. GONZALEZ SOTO PE TSP121715 DATE: ��� 04-14-22