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HomeMy WebLinkAbout23-6791WIN I ssue is 08/17/2023 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. TEMPO =7- I 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. 6v�TRt OR SIGNAT PERMIT EJKPIR;S IN 6 MONTHS I HtNIMM"Imma- 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 08/17/2023 Phone Contact for Permitting ( 813 710 -- 1918 at€�€€a€ €a€■�t Owner's Name GLORIMAR ARTEAGA owner Phone Number 786-208-9634 Owner's Address 1 6857 Ripple Pond Lp Zephyrhills FL 335 1 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6857 Ripple Pond Lp Zephyrhills FL 33541 LOT# 77 SUBDIVISION Abbott Square PARCEL ID# 04-26-21-0140-00100-0770 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN 0 DEMOLISH B INSTALL 8 REPAIR PROPOSED USE SFR COMM OTHER I SOLAR TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Rooftop PV Solar BUILDING SIZE SO FOOTAGE HEIGHT (=BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $75000 AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING a SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE ----� REGISTERED Y / N FEE CURREN LY / N Address License # ELECTRICIAN f" }�COMPANY Titan Solar Power FL Inc. SIGNATURE i � REGSTERED Y/N FEE CURREN I Y/N Address 13620 49 St N Clearwater FL 33762 License# EC13011675 —� PLUMBER COMPANY L SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address I License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y I N Address I License # OTHER COMPANY SIGNATURE REGisTEREO Y / N FEE CURREN Address License # Qf IIIII€I i[iII€i€IIit[i€€ E[t €E iTI£€€ ii[I I I I I I a I I I I I I I I I I I I I I # I 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 onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large 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 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, 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 letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Femora if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 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 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 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 —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'S/OWNER'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 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 FLORIDA JURAT (F_S. 117,03) OWNER OR AGENT rtd.cia� ,? Subscribed and sworn to (or a ed) before me this �� 08/1712023 by Mar,,I" Medina Mendez Who is/are personally known to me or has/have produced ,--, _' i as identification, Public Subscribed and sW,orn to (or affirmed) before me this 08117/2o�'by chW.phe, Ver e Who is/are,personallyytaown to me or has/have produced E-( , •... __as identification. Public `- COO 12S2�n7F NOTq��•. c pURLIC ty"ltttt1111110 08/08/2023 11:15 AM Rcpt: 2612417 Rec: 10.00 IDS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No. Parcel to No 04-26-21-0140-00100-0770 sutaof FLORIDA County ofEASCO THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statute$, the following Information Is provided In this Notice of Commencement; I Description of Property: Parcel Identification No. 04-M2"140-W100-0770 Street Address: 6857 RIPPLE POND LOOP, ZEPHYRHILLS, FL 33541 2. General Description of Improvement ROOFTOP PV SOLAR 3. Owner Information or Less" information if the Less" contracted for the Improvement: 2LORIMAR ARTEAGA Name W7 RIPPLIE POND LOOP, ZEPHYRHILLS, FL 33641 Address CRY State Interest in Pmporty: OWNER Name of Fee Simple TilloWdor: (If dlirrowl from Owner listed above) Address city �ioto 4, Contractor. n �oow P�!Ll- Name 13620 armST N Clearwater FL Address city FG-0 Contractors Telephone No., 855-729-7652 5. Surety; Address City Amount of Bond: 5 Telephone No.: State Name Address city 5-4—de Lenders Telephone No.: 7 Persons within the State of Florida designated by the owner upon Mom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florde Statutes: Name Address city Telephone Number of Designated Person: S. In addition to himself, the owner designates of_ to receive a copy of the Uorwes Notice as provided In Sectirm 713.13(1)(b), Flodde Statutes. Telephone Number of Person or Entity Designated by Owner. 9. E)#mUon date of Notice of Commencement (the a-Vireflon date may not be before the completion of construction and final payment to the contractor, but MR be one year from the date of recording union a diffenant date is specified): WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SEC-nON 713.13 FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOiiCE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTNSMOTION. 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 doctor* that I have read the foregoing notice ce 0 ortl end the o fate rdated therein are true to the best of my knoMedge and belief. co STATE OF FLORIDA I COUNTY OF PASCO orOwrwr'sorl- seo'AAulhonzed The foregoing Instrument was acknowledged before me this _`day rrflfq��, 2,2- by -C3k(;L-1A r 'Otk&A 0 as e.g., oflicer, "$a, attorney in fry at) f., (name of n Itumeol was wroo4ited). Personalty Known C3 fa Produced ldpfiii. Notary Signature 0 C"5 Type of Identification Produmd Name (Print) "'0 P& Notary Public State of Florida Ma C, N, 'C , y Sergio A, Castairmtla Ie ' My Corrimi5son 1111 128249 W E ao M xppilras OWM2025 v,pdataNWnoticecommmcoment_pcO63048 arva.v a �wry v 1 VVVV �`� V�R'eL "ayc yr 08/08/2023 11:15 AM r Rcpt: 2612417 Rea 10.00 DS: 0,00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No. __... Parcel to No 04-28-21-0140-00100-0770 e' ♦ e Staten FLORIDA Cotmtyof PASCO THE UNDER13IONED hereby liras nonce that Improvement wtil be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement: i. Description of Property: Parcel Identification No. 04.2e-21-0140-401DP0770 Street Address: 6857 RIPPLE POND LOOP, ZEPHYRHILLS, FL 33541 2. General Description of rrprovemom ROOFTOP PV SOLAR 3, OMw Information or Lessee information if the Lessee contracted for the Improvement: GLORIMAR ARTEAOA Name W7 RIPPLE POND LOOP, ZEPHYRHILLS, FL MI Address City State Interest In Property: OWNER Name of fee Simple Titleholder: (if different from Omer listed above) Address City State 4. Contractors TMn1l WPm FL1natasaa.�n Name sT n . Clearwater FL Address City State Conbactoes Telephone No.: 855-72g-7052 S. Surely: Name Addivea ._,...,.� CRY State Amount of Bold: b Telephone No,: B. Lender: Address Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon wham notices a other documents may be served u pmhdad by Section 713.13(i)(a)(7), Florida Statutes: City Telephone Number of Designated Person: State B. In addition to himself, the owner designates of — to recsive a copy of the Lances Notice is provided in Section 713.13(t)(b), Florida Stamen. Telephone Number of Person a Enffty Designated by Owns: D. Eminstion data of Notice of Commencement (the ex}dration date may not be batons the completion of construction and final payment to the oontro", but will be o s 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 Under penalty of perjury, 1 declare that I haw read the to agoing notice and t o CaYir/ itcomant ho}Rjro facts started fhe ed therein are true to bear of my knowledge and balef. z J J i STATE OF FLORIDA COUNTY OF PASCO �ss 33 a r' The foregoing Instrument was scluwMedged before me this day of , , 20q. by A . f. drje _ (typ a ty, e.g., officer, trustee, ettomey In recto for (name of fla naSnnnnnl was executed). Personally Known E3 QR Produced I Ificatio Notary Stgnah— Type of Identification Pmduead .,„,,.,.... Name (Print). Notary Public State of FlOMa SDrpl[o A Castemeda My Commission NM 12824Q . oe n.� Ex Dims 05r052025 wpdataibcWnaticecommencerrarrt�c083048 -rz/ FJ (; I CSC: I V 1 IUN ;YSTEM CAPACITY: 8.2 KW DC / 7.6 KW AC V MODULES: (20) SILFAB PRIME SIL-410 HC+ Y SILFAB )PTIMIZERS: (20) S440 BY SOLAREDGE VVERTER: (1) SE760OH-US BY SOLAREDGE TACKING SYSTEM: UNIRAC NXT UMOUNT ;AIL ,TTACHMENT: UNIRAC STRONGHOLD BUTYL PROJECTINFORMATION 20JECT LATITUDE 28.257044478995162 MIN AMBIENT TEMP 6 -C OJECT LONGITUDE 82. 20943246000109 MAX AMBIENT TEMP 34 ° C WIND EXPOSURE C AHJ ZEPHYRHILLS CITY DESIGN WIND SPEED 138 MPH DRAWINGSINDEX C-1 COVER SHEET C-2 E-1 _ SAFETY PLANS ONE LINE RISER DIAGRAM E-2 S-1 SAFETY LABELS STRUCTURAL PLAN S-2 RACKING PLAN S-3 RACKING PLAN 0-1 PV MODULES DATA SHEET _ D-2 SMART MONITOR ING DATA SHEET 0-3 INVERTER DATA SHEET _GENERAL NOTES ER FL. STATUTE 377.705 (REVISED 7/1/2017). 1 RAFAEL A. GONZALEZ OTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL OMPONENTS ARE DESIGNED AND APPROVED USING THE TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE —ORIDA BUILDING CODE. PPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION, SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER TRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017, ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE ISTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH DITION OR LOCAL GOVERNING CODE LL WIRING METHODS AND INSTALLATION PRACTICES SHALL ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL TATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL THER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE DRONED PER DEVICE LISTING, OR MANUFACTURERS ECOMMENDATIONS. NON —CURRENT CARRYING METAL PARTS SHALL E CHECKED FOR PROPER GROUNDING. EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING AGE FOR MORE INFORMATION. ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING ANUFACTURERS INSTRUCTION SPECS. INCLUDING ALL GROUNDING /EEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL ONTINUITY. ECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED UILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING SCE 7-16 EQUATION 30.6-1, ALL NOTES IN FIGURES ASCE 7-16 30.4-1 ND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF EIGHT MUST BE LESS THAN 60 FEET. (D-29-7� LOCATION ZONESWIND IRRADIANCE MAP I IV.T.S. e re^ ,4 104 " _..., OF DOCUMENT CONTROL DATE sCADIeCAD ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO �''. - CUSTOMER: GLORIMAR aaTEAGA SHEET NAME: C®\ V ER S®�-j C G i 1EET LL fR� JED FOR PERMIT 08-16-23 1 TP JC ENGIPARTNERS LLC C.A. 32661 1825 PONCE DE LEON BLVD #114 CORAL GABLES, FL 33134 TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 V DESCRIPTION DATE �sCAD eCAD PROJECT ADDRESS: 6857 RIPPLE POND LP, ZEPHYRHILLS FL 33541 _ PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: - ---- --_ --- DESIGN@ E NGI PARTNERS.COM (813) 982 -9001 S O L A R P 4 `sN E €t —--------- - — TSP163207 EKGRAFAEL A. GONZAIEZ SOTO, PE /'� e OC � -- DATE: oe-16-23 833 - 888 - 3644 #EC13009924 PARCEL NUMBER: 04-26-21-0140-60100-0770 11It PROPERTY LINE =A DOCUMENT CONTROL JED FOR PERMIT V 1 DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C A. 32661 1825 PONCE DE LEON BLVD #114 CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS COM 833 - 888 - 3644 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE, FIT. 34741 (813) 982 -9001 #EC13009924 NORTri w 'z CONTRACTOR LOGO CUSTOMER 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 ---FSHEET NAME: GLORIMAR ARTEAGA SAFETY PLAN 6857 RIPPLE POND LP, ZEPHYRHILLS FL 33541 PROJECT ID ENGINEER OF RECORD: SHEET TITLE TSP163207 ENG RAFAELA GONZALEZSOTO PE C-2 DATE: 04-26-21-0140-00100-0770 I 08 16-23 WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION i WIRE DE RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY OUTPUT 125% OF MIN AMBIENT # OF VOLTAGE; CONDUIT WIRE TAG QTY. SIZE & TYPE OTY. SIZE & TYPE I QTY. SIZE & TYPE SIZE & TYPE HEIGHT LOCATION CURRENT OUTPUT CURRRENT OCPD WIRE j DE -RATES DIST. TEMPERATURE CONDUCTORS VOLTAGE DROP % FILL ABOVE ROOF RATING I AMPACITY COEFFICIENT COEFFICIENT DC BEFORE JB 4 #10 AWG PV WIRE ( ) O N/A i 1 #6 AWG BARE COPPER (} NOT APPLICABLE - UNDER ARRAY 1/2" TO 3 1(2" ; 15A 18.8A 20A } 40A 0.76 1 � 30A 10 FT - I o a 350V � 0.11 /0 6.4 /a �- 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 !f 40A 0.76 0.8 24.3A 20 FT 350V 0.21%1% - -- - - -- - -- -. AC (INVERTER TO METER) 1 (2) #8 AWG THWN-2 (1) #8 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.OA 40A j 55A I 1 1 j 55A 5 FT. 240V 0.1 % 7.7% STRING #1 L_ STRING #2 1.2 2.1 �� 2.2 1 i 1.3 1.4 ! 1.5 ( 1.6 1.7 1.8 PV RAILS TO BE BONDED WITH #6 BARE WIRE; 2.3 2.4 2.5 2.6 2.7 2.8 -� � ma ^� ` �IYG L{NE f'4ta7ER ©iaGRan� N.T.S. 5 9 _ __ - --- EXISTING UNDERGROUND SERVICE 1.9 1.10 ® 240V/120V ER 3 # 3/0 THWN-2 1 - �I 2 ' 3 4 � ' _a INVERTER TOTAL OUTPUT: 32A -- I -- SAFETY RATING (125%): 40.00A f I kd� ..HD TOTAL PV SYSTEM OCPD: 40A - 5 UNFUSED 6 )150A( 6/ -_ MAIN BREAKER RATING: 150A 2.9 2.10 ✓ 40A BUS BAR RATING: 200A NEMA3R � � � -1.. 7 �t, 120% BACKFEED RATING: 90A I 1r 1 #6 THWN-2 GROUND f333,,0 4f h M 1 r r SOF r. (20) SILFAB PRIME SIL-410 HC+ BY SILFAB 2 #10 PV WIRE PER STRING 1 #6 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX REFER TO D-1 SHEET 3/4" EMT CONDUIT 2 #10 THWN-2 PER STRING 1 #8 THWN-2 GROUND 5 SE760OH-US BY SOLAREDGE 2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND 3/4" EMT CONDUIT REFER TO D-3 SHEET 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT 7 PV SYSTEM DISCONNECT - 60A RATED 8 PV INTERCONNECTION POINT - PV BREAKER 9 UTILITY ELECTRICAL SERVICE DOCUMENT CONTROL JED FOR PERMIT V I DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC CA 32661 1825 PONCE DE LEON BLVD #114 CORAL GABLES., FL 33134 DESIGN@ENGIPARTNERS_COM 833 - 888 - 3644 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 (813) 982-9001 #EC13009924 CONTRACTOR LOGO *TITAN 5 O i A P. P 4 W E R CUSTOMER: SHEET NAME: PROJECT ADDRESS GLORIMAR ARTEAGA _ p N E LINE RISER DIAGRAM 6857 RIPPLE POND LP, ZEPHYRHILLS FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: TSP163207 ENG. RAFAEL A. GONZALEZ SOTO, PE r - w (Li 1{ PARCEL NUMBER: DATE: 04-26-21-0140-00100-0770 08-16-23 TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN pvSYSTEM AND REDUCE SHOCK HAZARD /wTHE ARRAY. ON! DOCUMENT CONTROL unFOR PERMIT VTOESCRIPTION LABEL LOCATION: AC DISCONNECT, POINT OFINTERCONNECTION PER CODE: NEC 690.13 (B) LABEL LOCATION: ACDISCONNECT, MAIN PANEL PER CODE: NEC 110.27 (C) 0SMA1B1[.145()(7) '^oc/ /np^nnm- AC0SCONECT,NAINRANEL LABEL LOCATION: AC DISCONNECT POINT OFINTERCONNECTION PER CODE: NEC 68O.56(C) LABEL LOCATION: AC DISCONNECT, MAIN PANEL ENGINEER CONTACT INFORMATION EN8|PARTNERSLLC c^3266/ /o25PONCE osLEowawomw Cnw�GABLES ,L`n34 DEa/ow@ewo/mmwms.00w |NVERTER#1 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL KISSIwMEE,p34w, (813)982 -9001 #Eom099m LABEL LOCATION: INVERTER AC DISCONNECT PER CODE: NEC OSU.54 LABEL LOCATION: MAIN SERVICES DISCONNECT, DCCONDUIT LABEL LOCATION: POINT OF INTERCONNECTION LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC MAIN SERVICE PANEL LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 89O.33(E)(2)& NEC LABEL LOCATION: POINT OFINTERCONNECTION GENERAL/� � ADHESIVE FASTENED SIGNS: ~ °-Fl � AoLcru � 03,1� �,4 � ENVIRONMENT WHERE IT IS |NST/\LLED[NFPA1. 1112.21] — �� �� —WHERE REQUIRED ELSEWHERE |NTHIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [NEC 110.21(B) F|EL[)K8/\RK|NGi ^ � ADHESIVE FASTENED SIGNS MAY BEACCEPTABLE IF PROPERLY ADHERED. VINYL S|GNSSHALL BEWEATHER �%�` CONTRACTOR LOGO ~� � ~� � �� ����� � 0 0 ��.��� `��� yoL^n ruwsa SHEET NAME: GLORIMAR ARTEAGA SAFETY LABELS PROJECT ADDRESS 6857 RIPPLE POND LP, ZEPHYRHILLS FL 33541 PROJECT ID� ENGIN ER OF RECORD: SHEET TITLE: DATE I MAX. DESIGN LOAD 112,8 PSI` OBS ROOF OBSTRUCTIONS APPLIED WIND LOAD: -33.19 psf NON -EXPOSED MODULES I NOTES: ----- -------- -INSTALL MID CLAMPS BETWEEN 7- SILFAB PRIME MODULES AND ENDS CLAMPS AT THE EXPOSED MODULES SIL-410 HC, 'END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE EDGE MODULES SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE LSPLICE. TRUSSES OR RAFTERS 8 ROOF MOUNTS & RAIL > ROOF SLOPE WORST CASE MODULE: ZONE 01: 90% ROOF'S GENERAL NOTES - 1- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS ZONE 2r: 10% FOR PROPER INSTALLATION OF THE PV SYSTEM. 2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER 30.60(0.90) + 56.50(0.10) -33.1 9psf 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. TIMATE WIND SPEED 140 Mph SIGN WIND SPEED 1381mph ;K CATEGORY 11 POSURE CATEGORY C OF SLOPE 20 OF TYPE HIPPED ROOF INSPECTION NOTE: .TERIAL ROOF TYPE ASPHALT SHINGLES 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 (1.2 M) OR 2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M) ESSURE ZONE. 1&2 AN ROOF HEIGHT: 20.00 MEAN ROOF HEIGHT 10.00, 8 RIMETER WIDTH: 4.13 ASCE 7.16 - 29.4-7 DESIGNED WIND PRESSURES: P = qh (GC P)(YE)(Ya) 0,85 to O85 LOCITY PRESSURE (q) = 0160*0.00256* KKITKIV' I'D LOCITY PRESSURE (ASD) 22.42 NON EXPOSED EXPOSED ARRAY EQUALIZATION iGE FACTOR: 10 YE= EDGE FACTOR: 1,5 �E FACTOR: 5 0.8 46 Ya 0,7 2 rm 0.6 .0 0.4 41 < 0.2 j tr 0 TERNAL PRESSURE COEFFICIENT Zl 0.7 -1.30 TERNAL PRESSURE COEFFICIENT Z2e O.7 -1.80 TERNAL PRESSURE COEFFICIENT Z2T 0.7 -2.40 TERNAL PRESSURE COEFFICIENT Z3 0.7 -1.80 'ERNAL PRESSURE COEFFICIENT 0.18 PRESSURES NON EXPOSED EXPOSED MAX MAX �ONES (PSF) PRESSURES PRESSURES SPAN CANTi- 1 10 100 1000 (PSF) (PSF) (FT) LEVER (IN) Effeictive Wind Area, ft' 1 -33.19 -20,40 -30.60 4' 16" -44.40 -28.25 -42.37 4 16" -57.85 -37067 -56.50 4 16" Mom -44.40 -2825 1 -42.37 4 1 16 TAL ROOF AREA 9467.401sq-ft WOOD TRUSSES/RAFTERS LOCATION - INSTALLER MUST VERIFY IN FIELD 0 0, m z M ROOF MOUNTS LOCATED AT CENTER OF ROOF TRUSS - TYP, 'SOLAR MODULE TYP SEE D- I ROOF FACE 2 TILT 20 AZIMUTH = 270- (W) H2= 4" 10 X-8 PROPERTY LINE EXISTING ELECTRIC METER PV DISCONNEC PV STRING INVERTER #1 a i ov - 1'r `2 OBS JUNCTION BOX ROOF FACE 1 TILT=20- AZIMUTH= 90- (E) H,= 4" TAL MODULES 20 8"z-104 t/ S' Al" Cl"F STRUCTURAL 0 ROOF PLAN & PV MODULES LAYOUT N.T.S. TAL PHOTOVOLTAIC AREA: 426.881sq.-ft TAL PERCENTAGE AREA OF PV SYSTEM 4.511% ND LOAD (PSF): -33.19 TAL WIND LOAD (LBS): -14,168A5 TAL ROOF MOUNTS: 47 NSION FORCE PER MOUNT (LBS): -301.45 DOCUMENT CONTROL DATE sCAD eCAD ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO *TITAN S 0 L A R P 0 W E R CUSTOMER GLORIMAR ARTEAGA SHEET NAME: STRUCTURAL PLAN JED FOR PERMIT 08-16-23 TP Jc ENGIPARTNERS LLC CA,32661 1825 PONCE DE LEON BLVD #114 CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 (813) 982 -9001 #EC13009924 7DESCRIPTION DATE sCAD eCAD PROJECT ADDRESS 6857 RIPPLE POND UP, ZEPHYRHILLS FL 33541 PROJECT ID: TSPI63207 ENGINEER OF RECORD: ENG RAFAEL A GoNzALEz soTo'PE DATE 1 .-i.-21 SHEET TITLE: S-1 _1PARCELNUMI ER. 04-26-21-0140-00100-0770 om ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE pvMOoULE SPECIFICATION SEE DATA SHEET D-1 - ow/RAG —j umm000w�p `°\ um/RAG oTnowoHoLu um/RAu EXTRA BUTYL PAD EMBE<To DMENTOFM2.5" DOCUMENT CONTROL aaFOR PERMIT \____ano^SsLAG BOLT 5/16" SS FENDER WASHER SEAL BASE MOUNT TO EXISTING ROOF UNDERLAYMENT WITH ROOF SEALANT AND MEMBRANE ENGINEER CONTACT INFORMATION ENG|PARTNERSLLC c^32a` ,8mPONCE useo emum.^ CORAL GABLES, a33/34 ommw@swo/r^mwsxu.00m OISOOVERYOURNXTU410UNT ^~�� 04IV - SECTION 'A-/\' ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL Spruce, Pine, Per inch ThreadYe—pth—I 266lbs Wood Strength x Thread Depth = Pull Out Strength Allowable Pull Out Strength per Lag Bolt 798 lbs. Max. Pull Out Strength Required per Lag Bolt 301.45 Lag Bolt Pull Out Strength Safety Factor 165 CONTRACTOR LOGO �� 0 �� � �� (���0 0 0 0 u�� ��� `�s�� sn L^, p aw e u CUSTOMER PROJECT ADDRESS 6857RIPPLE POND ILE, ASCEr1SVelocity Pressure qz10~0.00256KzKztKdV2 Where: qz1O=ASCE7-1Ovelocity pressure evaluated atmean roof height (psV Kz=velocity pressure exposure coefficient K4=topographic factor Kd=wind directionality factor V = basic wind speed (mph) fmmAGCE 7-10 maps referred to as ultimate wind speed maps m2O2OFBC As an *xamp|o, for an array having an area of 158.04 sq'ft., the total uplifting (rexu|tant)force acting unthe array would bo-39.1pofx158.U4sq. ft. ='8.173.884lb- Knowing this resultant force, the design engineer can now doo,nnino the number o, attachment points and the size of the mounting hardware necessary tosafely carry this load. Live Loads: Live loads associated with photovoltaic systems are usually assumed mbe distributed uniformly and are small, onthe order of4psfurless. 1 Determine location for the Mount on roof by drilling through the center oftruss from bottom with 5/3Cl'drill bit. 2. Mark mounting holes for Mount on undeduymmnL Mounting holes should becentered onthe trusses. 3. Drill 15/64" pilot hole. 4.Apply sealant tobottom ofMount. 5. Place Mount over roof undmdaymentwith holes in roof. G Apply sealant to bottom of K8ount, apply sealant to lag screws and fasten Mount securely totrusses. 7 Apply additional sealant to top assembly to be sure all penetrations are sealed. in typical roof lumber (ASAD STAINLESS STEEL Lag screw specifications Specific �1,6" shaft, gra vity per inch thread depth Douglas Fir, Larch 050 266 Douglas Fir, South 0.46 235 Hem, Fir, Redwood (close grain) 0.43 212 cu Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir IF of 2 million psi and higher oourcocAmerican Wood Council, wonmvxTable ,1.zALnoA SHEET NAME: RACKING PLAN PROJECT ID: ENGINEER OF RECORDS111,""E: 04-26-21-0140-00100-0770 INUW5. k I) If I I tjdU III UtA UU erfILA2UUeU I r I U I e 61Ue Y I a IH U I a Trusses or other structural member integral with the building structure. (2) Lag Bolts must be located in the middle third of the structural member. (3) These values are not valid for wet services. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See table 10.3.1 in the American Wood Council NDS for Wood Construction. DOCUMENTCONTROL JED FOR PERMIT V 1 DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC CA 32661 1825 PONCE DE LEON BLVD #114 CORAL GABLES, FL 33134 DESIGN@ E NGI PARTNERS COM 833 - 888 - 3644 1— 11111 71, AIII, 1111, in, ­1111 Ir— A I- ..... ........ . STRONGHOLD II BUTYL FUNIRAC BETTER SOLAR STARTS DUE UIntn', STRONGHOLD R.Hrl N cfficiznt dependable. and Wl.iled Nil UIGRAWS WXT UMOUNT iyst- Th, ,pf,,d HII)d W '—if --- — - — — - — — KITTED WITH ------------ --- ----- --- ------------- - ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE. FL 34741 (813) 982 -9001 #EC13009924 CONTRACTOR LOGO M� CAEM�VNK M Structural = 1, Adft-III/S-1-1 T..W..f DItik St —it P.;y.H,-T-hno4oW CSI Section No. 07 0213 C­. 1_,,, P"d­t D .... IpTi" Ativ­gi, Regulatory Cortwfiance P.."omu -A 6857 RIPPLE POND LP, ZEPHYRHILLS FL 33541 04-26-21-0140-00100-0770 SHEET NAME NOTICE OF A(TFPTAN( F. (NOA) ­11111.1,ppi,ea on 111— t- 1,d Tee 11-IT10-1f,11I 101 t, iTn 101 fl,­h I IZIZIL Sa d d a rrI Ah—d 111 �.Alal �f IMSUAW PROJECT 10: 1 ENGINEER OF RECORD: SHEET TITLE IENG RAFAFLA GONZALEZ SOTO PE S- TSP163207 DATE:3 08-16-23 RELIABLE ENERGY. DIRECT FROM THE SOURCE. Designed to outperform. Dependable, durable, high-performance solar panels engineered for North American homeowners. DOCUMENT CONTROL JED FOR PERMIT V I DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C A. 32661 1825 PONCE DE LEON BLVD #114 CORAL GABBLES, FL 33134 DESIGN@ENGI PARTNERS -COM 833-888 -3644 6 S of 0 fi S 0 R,r ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE. FL 34741 (813) 982 -9001 #EC13009924 CONTRACTOR LOGO Tus Con `loos. 3;:C NOT Moe,',le Ea, -ex ej .l1 (l 396 Maxlirnumpet ,,tam P,m 3884 36,Le t+laximur POW r 3, uri_ [tG ,Xj_. A ... Open circmttvoCrags fJoGl V `. 45,59 42.76 �. ... ... _: .... ,II,Tr c d- Mod"ie SrtE ,ijr 20 7 1, � .. 19 ? b maiir vsterri j.ftap, ."x_) t i i6QE` genes fast rakNg �... ° A ? _ .. .... .... 20 ... .....- ..... ... eov"er Tole F e rCe 9Lo •1G r-4_—;urg f^rco0d}?icr�. s.(ioo buts"-Aldi's, ., 4,ci?01W1m I'll i-S 'A'a,anoeflt � ,a31'rY< an Sim uldor ra I'a­et I a,.,:en,i,i )ou_>_arrI ill. _-.rsa El--<rI,?f .. a. terstic r rargbyt aIn ro.,byCto ^tJ Rod amweght .: 21 9,10,2k9 .... E471as+G 41bs .:.. _.. ..... _. C'aensi.ms to r rx D; 1914 rm x i", .6 mm s31mnr +...... 7S;n I P', 8 in 51in t+l_xmiurr,.s.,race load vJ.d3,rx:+r.7` _ � 5400Parear r_za 1540r Ina ;ovtLod 112Ploft2 rag !_a_1.12-8ibin?front toad .-... ..._ _. '+ a,l i,mpat tellsoin<a_ u2 etr_5i 6minh 132Halrr,0s mono PEPC 132 Ha Fcetls.-SI mono PERC, 0e1, Dbusbar-:33e18Gmn1 E loj_--bar 326x653m 12 mlr '1lgr Jasslr ttano., to In red, 01?13 in hig"Ga,«„r�n r „ ee, rmpererl, "> coating e t rt otra.-, oeing Cab'esand.3nneztbrs{,efer To l nstat.a«l. t anua�7 _35UrrmicP tm,IN rmrSraebia �5_I„aC.z_inil 4WG;, taC4Pr_m Ssalipi• }High d.r;abt Iry sJpenor hyd .,ys s and r u Asi5t2n,e, rr IL -lave d . e. �r t'itm, Badsheet riuorine-free Pu. cacksheet Paine - ! Ancdz,,JAW +mur-rfBtack) _. ,.... ...... . Eypasa,' Icdes 3 J,ocs_ :U _., ; uvv ma= ,C -„cr g -sap9, su< rmix forwa,d rat °led c . rrer') _.. .,_.. arr_tcn`Scrx U_..r3C l_`a flecd,!_., .2,_e Ua ZrfIe9,3nnL'•atea TEMPPERATURE RATIN4S ?, WARRMOIES , , Tenpnrrt.,E.,j_Ticim LIB. +00640.- Mod is Prod ..;+.c rynlansq 1p warnartr _.. ::5yeaa�" .. Fernperasue(.htCien Voc 02e%i-7 Lr=ear Poise; perfornan __. egu&,nt- ._ y s T ,.era _ . � ea cle : F :✓ 5�h .$i 1% rd 151 �r NOIT {i 2`C) .... . 4U ,r- ... _. r, > it o3ro _nd iZtn �j7 5651'Ycend 25t0yr Oper:3ucg*€rl r2r,ture. RGj+2';•C Y i if l 15 1 201 1 fl A!- -1 1I , - _ !4odufe P pa�ec. -,6 of 6,ca,£c, E.i 1 2C19 Ed 2, -Z 12 _- ii 3, 2 20_9 Ed-z IEC 612i 5- pr duct 'r20e6Ei, ,.6C ,.. EC 172T_.: G16 -J 2, FC a 61:2?J.aal. l4i,t Cs c41or}, IEC(/, E2013 ;Ammonia Como i n)>-°6 Paitez', Pel'TU k �201 t7(C .forma) i G51:[nk ..L_ra Fzer,: Type 2 Factory at75Ur_l6.tb doduLes PerI rur 832c `?, f�;:ri:a. rca7 4wa;m?Pealto , a nd.Tala'o:,VAronoa: Itir,.,,r_�t [ca.lon, el.i befo rc, g, ts,ai lo.n1 oIemt g I­i;,_s. ? y,,I..(t_daMoto -2 „a13 sub;oct _5obybt r.dcI, .1;l,or, Ilir'Ied u..ec t- _�.., .. ._ F;4N 1,1zs ge I erased it 3rj p'o rtrts p or —ma, ce r.. la a reav a-.3 b L b do. ll l o"i at "`" r;erlrlcduon ;n progrrass. 75.3" 12-1" 7307mml 51.2 [1300mm1 121" Hole (x4) (+� lJ! 0. E X i a L 0 06, 5115" 4 .E I [1 5mm] [1350mm1 -i Cable Length h. o 0 --Drainage Hole (x8l L 2.4" [60mm) 8" [200mm] CUSTOMER: SHEET NAME: GLORIMAR ARTEAGA (&TITAN S 0,LAR POWER t r E r SILT B SOLAR MC, i Hp!) Came alt Ave Rellingham v'd:198225 USA T IT 2;G0.569.4733 r)siifabootar-corn f I 1170 Pert Drive co Burlington WA 98233 USA c <n T +l 360.469.1733 N 240 Caurine (park Drive Fast Mississauga ON l_ ST 2Y3 Canada T +1905.255.2501 F 11905,696.0261 SrUab-SIL410HC 20230224 ors c n rt,�m, r=rs� '«carlvi. rt' ect+x 5l. b a l J P Z:dvGS A -Lrom kd. ., �u UT�COTOW91az M 901101 &HH4:aI 6857 RIPPLE POND LP, ZEPHYRHILLS FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE ERG. RAFAEL A. GONZALEZ SOTO, PE TSP163207-- 04-26-21-0140-00100-0770 08-16-23 DOCUMENT CONTROL JJEED FOUR PERMIT V DESCRIPTION SCRIPTION Enabling PV power optimization at the module level Specifically designed to work with SolarEdge Mitigates all types of module mismatch loss, from residential inverters manufacturing tolerance to partial shading Detects abnormal PV connector behavior, I Faster installations with simplified cable preventing potential safety issues* management and easy assembly using a single bolt Module -level voltage shutdown for installer and Flexible system design for maximum space utilization firefighter safety Superior efficiency (99.5%) Compatible with bifacial PV modules solaredge.com ;cgp { �f 6� 3 w fst o a r. =!49196 ST DF �g F ENGINEER CONTACT INFORMATION ' = ` ENiU1NEER§NG SCAMP CONTRACTOR CONTACT INFORMATION ENGIPARTNERS LLC TITAN SOLAR POWER FL C.A. 32661 901 ARMSTRONG BLVD, 1825 PONCE DE LEON BLVD #114 CORAL GABLES, FL 33134 KISSIMMEE. FL 34741 DESIGN(gENGIPARTNERS-COM (813} 982 -9001 833 - 888 - 3644 #EC13009924 Power Optimizer For Residential I'S440IS500 - __ _ __._ _. ?U:P3_ oQ icT,; Re —le tTi3/ of Cc ::` tr�J ry ry c_,_ iE M"Xx'nut V) Effod oc 4Vei,h?d Ef?iclencr CV J.., tdge r_3 ..i J OUTPUT DURING OPERATION Mar c=um O�Itjat l o `�1y¢ OUTPUT DURING STANDBY (POWER OPTIf STANDARD COMPLIANCE "VC 'r✓I %terial )q 5 60 FROM INVERTER OR INVERTER OFF) Tdc do :_;ic Pa: [ ;5 Gass 8. IEC6 00=> 6 2, IIC51000 u 3, 01,PR 11 LN-55u11 -____ __._, -. _ __ ._. _- .. _. _._ b '1 IV Rey"afT -- yes 1=:rt Safety VDP AR c 2,00 7 22_ INSTALLATION SPECIFICATIONS cL Fla n s. r r C. n ?elf _iJ ox I wr o, a �v. r--,e St Rl Ile i m' of Ddleentr jtr 50C!',„- ,t k;ns Yes '1j eJ r� v.;m ,r r J ._, r c, -�r F r .m; ..v.er. � .riy . Il P -�:� , _+�_+._ yr -.,i< r p :_ DC > , �I S t y h. /Vl yh ed.SOCt PrDC h So' EJy g OP 1212 ED Bt QW091 12, arehadenaek j. t rc,( xs c(SalatEdgP'�rrw:cgies. [rc. E E ROHS Alt o.le dP na-i;r ne or ad h2rer ,_czdenarkx, heir respect ecwners. Dat :t22D2 DSOdJ09112-ENG Subject h A ,if'art wtce. • sv CONTRACTOR LOGO CUSTOMER: SHEET NAME: GLORIMAR ARTEAGA SMARTMONITORING DATA SHEET PROJECT ADDRESS 6857 RIPPLE POND LP, STITAN ZEPHYRHILLS FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: S 0! A R P D W E R ENG. RAFA.EL A. GONZALEZ$OTQ, PE 2 —------------- _ ----- PARCEL NUMBER: - TSP163207 DATE. 04-26-21-0140-00100-0770 08-16-23 EMIMI• it. I Specifically designed to work with, power optimizers I Record -breaking 99% weighted efficiency I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp I Fixed voltage inverter for longer strings 1 Integrated arc fault protection and rapid shutdown ,or NEC 2014, NEC 2017 and NEC 2020 per article 690.11 and 690-12 'C;!6r',�dqe,Ci U `1rT1 DOCUMENT CONTROL JED FOR PERMIT V 1 DESCRIPTION 1 UL1741 SA certified, for CPUC Rule 21 and compliance I Small, lightweight, and easy to install both outdoors or indoors I Built-in module level monitoring I Optional: Faster installations with built-in consumption metering (1% accuracy) and production revenue grade metering (0.5% accuracy, ANSI C12.20) ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 1825 PONCE DE LEON BLVD #114 CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 Single Phase Inverter with HD -Wave Technology for North America SE300OH-US / SE380OH-US / SE500OH-US / SE600OH-US/ SE1000OH-US / SE1140OH-US OUTPUT INPUT H-W-y-1 Lt ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 (813) 982 -9001 #EC1 3009924 CONTRACTOR OGO k a T I TAN S 0 L A R P 0 YV E R sr, -- Single Phase Inverter with HD -Wave Technology for North America SE300OH-US / SE380OH-US / SE500OH-US / SE600OH-US/ SE1000OH-US SE1140OH-US MODEL NUMBER SE5000H-US i SE600— SET SE30DOH-US SE380OH-US,: l," FE!!D ADDIT46NACFEkURES 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 there to avoid high electricity bills CUSTOMER GLORIMAR ARTEAGA PROJECT ADDRESS. 6857 RIPPLE POND LP, ZEPHYRHILLS FL 33541 04-26-21-0140-00100-0770 ROHS SHEET NAME: INVERTER DATA SHEET PROJECT ID: ENGINEER OF RECORD: SHEET TITLE Fro IAIAELA S.TO, PE D-3 TSP163207