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Home My WebLink About22-52715335 Eighth Street Zep ohyrhills, FL 33542 Phne: (813) 780-0020 Fax: (813) 780-0021 ELCMISC-005271-2022 Issue Date: 11/22/2022 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. i��i Mi 1111RIIIIIII 11111RIMP III I 1 1 111141111111 TNT 410-3nu= M-• CONTRACTOR SIGNATURE PE IT OFFICE( Vj PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOK CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER TitleholderFee Simple CM '� : ,e Fee Simple Titleholder Address I �j( JOB ADDRESS 7963 Merchantville Circle, Zephyrhills, FL 33540 LOT# 56 I Crestview Hills 35-25 21-0120-00000-0 660 SUBCIIVISION ��_.•_.® PARCEL ]C?# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED H NEW CONSTR n ADD/ALT � SIGN � � DEMOLISH INSTALL u REPAIR PROPOSED USE SFR COMM OTHER TYPE of CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Installing pv solar panels on existing roof BUILDING SIZE —� SG FOOTAGE 4 HEIGHT )( BUILDING s V406 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 000 AMP SERVICE 200 PROGRESS ENERGY W.R.E,C. =PLUMBING $ =MECHANICAL. $ ®® VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS F------- ] FLOOD ZONE AREA =YES NO BUILDER Win_.....®: COMPANY ADT Solar LLC SIGNATURE REGISTERED YII N FEE CURREN Y / N Address 4492 Eagle Falls PI, Tampa FL 33619 License# EC13001242 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y l N FEE CURREN Y I N Address License # I-------� PLUMBER COMPANY SIGNATURE REGISTERED Y / N� FEE CURREN Y I N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED L YIN FEE CURREN Y / N Address License # OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License #---�� 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 Sion back of application. notarized Permit Number Parcel ID Number (PID) 3b-Zb-ZT-MO-00000-0560 THE UNDERSIGNED hereby gives notice that improvement will 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: (legal description of the pro and street address if available Attach a separate if necessary) 7963 Merchantville Circle Zephyrhills FL 33540 CRESTVI W HILLS PB 53 PG 124 LOT 56 2. GENERAL DESCRIPTION OF IMPROVEMENT:.LnstaD Solar PV S stem�..... 3. OWNER INFORMATION: Name and address: Ernest Anthony Callahan 7963 Merchant ville Circle Zfi)rhills FL 33540 Lc —j Interest in property: Owner Name and address of fee simple titleholder (if other than Owner):_ 4. CONTRACTOR: (name, address and phone number) AqLjolar,4492 Eagle Falls Place , Fl, 33619 813 �-285-5�419 ,Tama Il 5. SURETY, Name, address and phone number: N/A Amount of bond S 6. LENDER: (name, address and phone number) N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by SS 713.13(1)(a)7, Florida Statutes: (name, addrm and phone number) K In addition to him/herself, Owner designates of receive a copy of the Lienor's Notice as provided in § 713.13(l)(b), Florida Statutes, 9, Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date isspecified) ' I'll � . 1 ZV11,11NO&I13 . *I # MIAMI' H Y*Ujk W1,M& CCRACKE-ficTrm 4"N RECORDING YOUR NOTICE OF COMMENCEMENT. l '-egoiinstrument s ack(Tiedgd beforme by V/1 h I I rization, thA—U6 U-1 ky LbL ng waee _j�p,ysica liften online ta -A Who Dersonally known to M11. 1IN171111, 0 -T-MriTMION - I I AWW. 4 AIIIIIIIIIIIII71, 4714V F 1VT*=FMWX?W "14011FRIERN SIGNATURE OF URNER OR 01VAER'S M )VT,AR NPUBLIC - STATE 0 9 Lit-1 Valet - mow.. „-'sMiry Public RE C LYNN PA state of Ohio ir % nninrmmtrm xr& kir r\r un� A mt act 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 IMPACTIUTILITIES 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 "owneC' 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 W" 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. ILA FLORIDA JURAT (F.S. 117,.03 OWNER OR AGENT v` CONTRACTOR _- Subscribed and sworn to or affirme before me this Subs ri e d sworn or affi ed bef e me this 11/8122 by Ronnie Pa�gett 1 �2 by �Onnle"'aage�l Who is/are personall)(krtowh to me or has/have produced Who is/are p rsonaily known tt7,me or has/have produced as identification. as identification. Q Notary Public Commission Name of Notary typed, printed or stamped R-. TOAS L CHAPEL Nc2ap Nibli4 ' State of Florida Cora�mmion 9 HH 056133MV tame by m Oct T5, 2p14 Notary Public Commission No. Name of Notary typed, printed or stamped RIE] E'te of Florida+25d?33Oct 15, 2024 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting e# Owner's Name Ernest Anthony Callahan _ Owner Phone Number (330)984-3097 Owner's Address �79631 Merchant0ie Circle, Zephyrhills, FL 3�540 Owner Phone Number Fee Simple Titleholder Name _ Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7963 Merchantville Circle, Zephyrhills, FL 33540 —j LaT# F 56 _ Crestview Hills PARCEL ID#35-25-21-0120-00000-0560 SUBDIVISION (OBTAINER FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDJALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME �.� STEEL DESCRIPTION OF WORK lnstat WsoIar panels on existing roof L/ " k - ,,. " k PvAk 4 BUILDING SIZE ( Std FOOTAGE 468 HEIGHT BUILDING $ 41406 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ 1000 AMP SERVICE 200 PROGRESS ENERGY = W.R.E.C. =PLUMBING S =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (=GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY ADTSolar LLC SIGNATURE —� REGISTERED YlN FEE CURREN YIN Address 4492 Eagle Falls PI Tampa FL33619 1License# I EC13001242� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y J N FEE CURREN Y I N Address License # PLUMBER COMPANY _ SIGNATURE REGISTERED Y / N FEE CURREN _Y 1 N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED LY!N FEECURREN YIN Address j License # OTHER COMPANY SIGNATURE REGISTERED IN FEE CURREN Y / N Address _ License # 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, Stonnwater 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. (AtC 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) Remofs 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 Florda 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'StOWNER'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. t 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/WastewaterTreatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Carps 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 W" 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. Il ■ t ► ►M�i.�i Sly !�*, 1.,- �, � �i� ♦ ►i� � �U11 ... R li ..►. OWNERORAGENT CONTRACTOR �'- Subscribed and sworn to or affirmedd before me this Subs i- d sworn 'or affied bet e me this 1118/22 by Ronnie Padgett --by— ��2� idnnie`i'a�ge� Who is/are personally knownto me or has,'have produced Who is/are personally known to me or has/have produced as identification. as identification. -- 61.._.. Notary Public Commission No. Name of Notary typed, printed or stamped R, ego, TOM B11, rvM Y con �raµy Notary Public Commission No. Name of Notary typed, printed or stamped � Naary Pubrrc vortr,fFkrda CIlmIr•.�Sflk �N31 ash?ti t h�' agrcr—, Eap+oapet 25, ?pt< Tuesday, December 13, 2022 Property Owner: Ernest Anthony Callahan Property Address: 7963 Merehantville Circle, Zephyrhills, FL 33540 RE: Photovoltaic System Roof Installations I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support the proposed installation of an array of solar panels on the roof. Based on my review, the existing structure meets or exceeds applicable codes listed below to support the proposed solar panel installation. This assessment is based on recent on -site inspection by solar inspectors and photographs of the existing structure. The photovoltaic system is designed to withstand uplift and downward forces; our assessment is regarding the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters or truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used in our review and assessment include the following: Evaluation Criteria: Applied Codes: ASCE 7-16 FBC 2020 NEC 2017 Risk Category: II Design Wind Speed (3-second gust): 137 mph Wind Exposure Category: C Ground Snow Load: 0 PST Seismic Design Category: D Existing Structure: Roof Material: Shingle Roof Structure: 2x6 Rafters Roof Slope: 7112 MANDEVILLE, LA 70471 985.624.5001 FLORIDA • 30649 PRINCIPAL Inpostructureg %v-ivRx.pi-aec_com + izef6cgi-aec_com,.�.��,��..�, , PRINCIPAL Engineerine Arckitec * EkWzmervT 0 Coo u Mon Page Z of 3 Effect of the Solar Array on Structure Loading: Gravity Load. Per IBC Section 1607, the areas of the roof where solar panels are located are considered inaccessible, and therefore not subject to roof live loading. 1.,ive load in these areas is replaced by the dead load of the solar array, 3 psf. The total gravity load on the structure is therefore reduced and the structure may remain unaltered. Connections of the mounts to the underlying structure are to be installed in a staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The stresses within the rafters or truss top chord due to the introduction of discrete mount loads are within acceptable limits, as shown on the attached calculations. Wind Load: The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and parallel to the roof surface. Any additional wind loading on the structure due to the presence of the array is negligible. The array structure is designed by the manufacturer to withstand uplift and downward forces resulting from wind and snow loads. The attached calculations verify the capacity of the connection of the solar array to the roof to resist uplift due to wind loads, the governing load case. Snow Load: The reduced friction of the glass surface of the solar panels allows for the lower slope factor (Cs) per Section 7.4 of ASCE 7.16 resulting in a reduced design snow load for the structure. This analysis conservatively considered the snow load to be unchanged. Seismic Load: Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively neglecting the wall materials, the solar panel installation represents an increase in the total weight of the roof and corresponding seismic load of less than 10%. This magnitude of additional forces meets the requirements of the exception in Section 11 B.4 of ASCE 7-16. The existing lateral force resisting system of the structure is therefore allowed to remain unaltered. at 4 A I �� r • MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 `°.Immprovmg the 1 I CIP L Infras uct e of World" PRINCIPAL eer`' Page 3 of 3 Conclusion: To the best of my professional knowledge and belief, the subject construction and photovoltaic system installation will be in compliance with all state and local building codes and guidelines in effect at the time of our review. Limitations: Engineer's assessment of the existing structure is based on recent field reports and current photographs of the elements of the structure that were readily accessible at the time of inspection. The design of the solar panel racking (mounts, rails, connectors, etc,), connections between the racking and panels, and electrical construction related to the installation are the responsibility of others. The photovoltaic system installation must be by competent personnel in accordance with manufacturer recommendations and specifications and should meet or exceed industry standards for quality. The contractor is responsible for ensuring that the solar array is installed according to the approved plans and must notify the engineer of any undocumented damage or deterioration of the structure, or of discrepancies between the conditions depicted in the approved plans and those discovered on site so that the project may be reevaluated and altered as required. Engineer does not assume any responsibility for improper installation of the proposed photovoltaic system. PRINCIPAL ►Al R. 1011 N. CAUSEWAY BLVD. STE 19 A. r. f 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 064 Uplift and Wind Downforce Calculation Summary (ASCE 7-16) Mount, Rack, & Panel Proportioning Point Load Check and Rafter Stress Analysis Property Owners Project Address. Ernest Anthony Callahan 7963 Merchantville Circle Max, individual Panel Dimensions Length (in) Width (in) Area (sf) City, State: Zephyrhills, FL 33540 57.6 41.1 16A4 64 43 15 12x6 Rafters I En mail]'i i 1111. CA I S ETT i MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA " !30649 PRINCIPAL ENGINEERING, INC. :#1»CAUSEWAY BLVD. 2ET+ MANDEVILLE, LA<0 985.624.5001 INFO © t ?°e? FLORIDA FIRMN 4,,! )W Loaa, pg �gory: )ctorCe ctor, Ct Para 6.5.6.3 Table 7-2 Table 7-3 Zone 1: 2 rails, mounts @ 4 ft. o.c. Zone 2r: 2 rails, mounts @ 2 ft. o.c. Zone V: N/A Zone 3: 2 rails, mounts @ 2 ft. o.c. Zone 2: N/A Zone 3e: N/A Zone 2e: 2 rails, mounts @ 2 ft. o.c. Zone 3r: N/A Zone 2n: N/A PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STEtHi; MANDEVILLE, LA 70471 985,624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 MERCHANTVILLE CIRCLE Lw___ 741-11 99 !7A WITH ENPHA,' MICROINVERTERS UNDER EA I E LAI it I 1 1 SITE PN i �s 00 QY 741-1011 ra lawill • go- an- ILE • TOTAL ROOF SQUARE FOOTAGE IS: 3015.94 FT' TOTAL ARRAY SQUARE FOOTAGE IS: 468 FTI % COVERED BY SOLAR IS: 15.52% DC SIZE 20 X 395W 7.900 kW DC-STC AC SIZE 20X 290W 5.800 kW AC N3e-TaNills-1 PROPERTY LINE FJ7B JUNCTION BOX Z SKYLIGHT (ROOF OBSTRUCTION) CHIMNEY (ROOF OBSTRUCTION) 0 VENT, ATTIC FAN (ROOF OBSTRUCTION) CONTRACTOR 1 2201177 11 I'M" C'HRR D MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT ■ NAME & ADDRESS ERNEST ANTHONY CALLAHAN 7963 MERCHANTVILLE CIRCLE,ZEPHYRHILLS, FL 33540 COUNTY:-PASCO COUNTY SYSTEM S■IZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PRINCI L Engineering N's No. 719SO Ir ♦ STATE OF AV to I PRINCIPAL ENGINEERING INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985�624.SO01 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649! SHEET NUMBEih A-101 L 1011 N Causeway Blvd, Suite 19 * Mandeville, Louisiana 70471 * Phone: 985.624.5001 + Fax: 985.624-5303 November 2022 Property Owner: Ernest Anthony Callahan Property Address: 7963 Merchainville Circle, Zephyrhills, FL 33540 RE: Photovoltaic System Roof Installations I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support the proposed installation of an array of solar panels on the roof. Based on my review, the existing structure meets or exceeds applicable codes listed below to support the proposed solar panel installation. This assessment is based on recent on -site inspection by solar inspectors and photographs of the existing structure. The photovoltaic system is designed to withstand uplift and downward forces; our assessment is regarding the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters or truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used in our review and assessment include the following: Evaluation Criteria: Applied Codes: ASCE 7-16 Risk Category: 11 Design Wind Speed (3-second gust) Wind Exposure Category: C Ground Snow Load: 0 PSF Seismic Design Category: D Existine Structure: Roof Material: Shingle Roofing Structure: 2x6 Rafters Roof Slope: 7/12 FBC 2020 NEC 2017 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM PRJNCIPAL Infrastructure* FLORIDA FIRM NO, 30649 Architecture * Engineering + Construction www.pi-acc.com * info Ceupi-aec.corn PRINCIPAL Engineering Architecture Engineering + Construction Page 2 of 3 Effect of the Solar Array on Structure Loadin�e Gravitv Loads: Per IBC Section 1607.12.5.1, the areas of the roof where solar panels are located are considered inaccessible, and therefore not subject to roof live loading. Live load in these areas is replaced by the dead load of the solar array, 3 psf. The total gravity load on the structure is therefore reduced and the structure may remain unaltered. Connections of the mounts to the underlying structure are to be installed in a staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The stresses within the rafters or truss top chord due to the introduction of discrete mount loads are within acceptable 1 imits, as shown on the attached calculations. Wind Load: The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and parallel to the roof surface. Any additional wind loading on the structure due to the presence of the array is negligible. The array structure is designed by the manufacturer to withstand uplift and downward forces resulting from wind and snow loads. The attached calculations verify the capacity of the connection of the solar array to the roof to resist uplift due to wind loads, the governing load case. Snow Load: The reduced friction of the glass surface of the solar panels allows for the lower slope factor (Cs) per Section 7.4 of ASCE 7-16 resulting in a reduced design snow load for the structure. This analysis conservatively considered the snow load to be unchanged. Seismic Load: Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively neglecting the wall materials, the solar panel installation represents an increase in the total weight of the roof and corresponding seismic load of less than 10%. This magnitude of additional forces meets the requirements of the exception in Section 1113.4 of ASCE 7-16 . The existing lateral force resisting system of the structure is therefore allowed to remain unaltered. " ug)roving the PRINCIPAL Infrastructure of our World' PRINCIPALEngineering Architecture + Engineering + Construction Page 3 of 3 Conclusion: To the best of my professional knowledge and belief, the subject construction and photovoltaic system installation will be in compliance with all state and local building codes and guidelines in effect at the time of our review. Limitations: Engineer's assessment of the existing structure is based on recent field reports and current photographs of the elements of the structure that were readily accessible at the time of inspection. The design of the solar panel racking (mounts, rails, connectors, etc.), connections between the racking and panels, and electrical construction related to the installation are the responsibility of others. The photovoltaic system installation must be by competent personnel in accordance with man4acturer recommendations and specifications and should meet or exceed industry standards for quality. The contractor is responsible for ensuring that the solar array is installed according to the approved plans and must notify the engineer of any undocumented damage or deterioration of the structure, or of discrepancies between the conditions depicted in the approved plans and those discovered on site so that the project may be reevaluated and altered as required. Engineer does not assume any responsibility for improper installation of the proposed photovoltaic system. -7,on PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985,624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 "Improving the PRINCIPAL Infrastructure of our World' Uplift and Wind Downforce Calculation Summary (ASCE 7-16) Mount, Rack, & Panel Proportioning Point load Check and Rafter Stress Analysis Property owner': Ernest Anthony Callahan Max, Individual Panel Dimensions Project Address: 7963 Merchantville Circle length (in) Width (in) Area (sf) City, State: Zephyrhills, FL 33540 57.6 41.1 16.44 63 45 15 30.3' Hip 2x6 Rafters Plywood 11 137 C 1,21 See Table 1.21 \`i:«* «° / \� � � � ,� � \�y.,. \ \ / � : y±»1 \�a \ > y, .. .. <>+� � ! \ §: � /}�� \6\{b«*?. 4�, r*. t <, 2 �' < e.� w « ;.,;<; > m w t<,#, 2�■�- :© :�v y,©■�:,2», <■�;' Snow Load round now Load, p9 Terrain Category: Exposure Exposure FactorCe Thermal Factor, Ct Importance Factor, 1, Roof Configuration Roof Slope Distance from Eave to Ridge pm, Minimum required Snow Load pf, Calculated Snow Load pf, Design Snow Load 0.0 From ASCE 7 or AHJ Para 6.5.6.3 Table 7-2 Table 7-3 Table 1.5.2 Para. 7.3.4 1 Eq. 73-1 C Fully 0.9 1.2 U Hip 303' 22.5 N/A 0.00 p.0i3 psf Zone 1: 2 rails, mounts @ 4 ft. o.c. Zone 2r: 2 rails, mounts @ 2 ft. o.c. Zone V: N/A Zone 3: 2 rails, mounts @ 2 ft. o.c. Zone 2: N/A Zone 3e: N/A Zone 2e: 2 rails, mounts @ 2 ft. o.c. Zone 3r: N/A Zone 2n: N/A YELLOW,2.1,1 SITE NOTES: 2A.6 AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: PHASE A OR Ll- BLACK PHASE B OR L2- RED, OR OTHER 2.1.2 A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CONVENTION IF THREE PHASE PHASE C OR L3- BLUE, OSHA REGULATIONS. ORANGE**, OR OTHER CONVENTION NEUTRAL- 2t3 NON-COMBUSTIBLE SYSTEM IS ♦ UTILITY INTERACTIVE SYSTEM WITH NO STORAGE 'sc 1 2.1.4 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. 2.5.1 GROUNDING NOTES: 2.1.5 PROPERACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS 2.5.2 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR PERSECTION NEC 110.26. THEIR PURPOSE, AND GROUNDING DEVISES EXPOSED TO THE s ROOF COVERINGS*' BE DESIGNED, INSTALLED, i • ELEMENTS SHALLRATED FOR SUCH USE. MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED 2.5.3 PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC MANUFACTURER'S INSTRUCTIONS* '## COVERING 690.43 k' • MINIMUM NEC TABLE1 SERVES TO PROTECT THE BUILDING OR STRUCTURE. 2.5.4 METAL PARTS s OF MODULE FRAMES,# • RACKING, ♦ •. EQUIPMENT# * #1 ENCLOSURES CONSIDERED ' • • IN ACCORD WITH 250.134 NEC f INSTALLED2.2.3 WIRING SYSTEMS IN DIRECT BE RATED ♦ • •:. � ♦ k • L. '. # 1. i O # •. :. i I 1� CODE -COMPLIANT INS* * # k r y #' CLAMPS REQUIRE EXTENDDESIGNATED SPACE BETWEEN MODULES, AND RAILS MUSTALSO . MINIMUM DISTANCE BEYOND EITHER EDGE OF THE INSTRUCTIONS.ARRAY/SUBARRAY, ACCORDING TO RAI MANUFACTURER'S LICENSED2.3.3 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS' AND SEALED W/ APPROVED CHEMICAL SEALANT PER CODE BY A CONTRACTOR. GREATER2.3.5 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO THAN THE SPAN a DISTANCE SPECIFIED BY RACKING MANUFACTURER. POSSIBLE,2.3.6 WHEN BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS. of A 04 jam #'klvvt 2.4.3 CONDUCTORS SIZED ACCORDING TO NEC 690.8, NEC 690.7. 2.4.4 VOLTAGE DROP LIMITED TO 1.5%. DC WIRING LIMITED TO MODULE #• .r MICROINVERTER SHALL# * l AND SECURED UNDER THE ARRAY W/ SUITABLE WIRING CLIPS. * • • 2.5.5 EQUIPMENT GROUNDING CONDUCTORS SHALLBE SIZED ACCORDING TO NEC 690,45 AND MICROINVERTER ♦ #..: # ■ # • EACH MODULE"# • GROUNDING . AS SHOWN MANUFACTURERDOCUMENTATION AND APPROVED BY THE AHJ. IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE MANUFACTURERS'INSTALLATION REQUIREMENTS. 25.7 THE GROUNDING CONNECTION MODULE B: ARRANGED SUCH THAT THE REMOVAL OFA MODULE DOES NOT INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE... 2.5.8 GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED GREEN OR MARKED GREEN IF #4 AWG OR LARGER [NEC250,119] • THE GROUNDING #.:. • ELECTRODE •.: 690.47 AND NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO NEC 250, NEC 690.47 AND AHJ. 2.5.10 GROUND -FAULT DETECTION SHALL COMPLY WITH NEC 9 AND TO REDUCE FIRE HAZARDS NOTES:2.6.1 DISCONNECTION AND OVER -CURRENT PROTECTION 2.6.2DISCONNECTING SWITCHES SHALLr • SUCH THAT WHENTHE SWITCH IS OPENED THE CONDUCTORS !■ �. •: # *. fray y. • f * ! *# CIRCUITPROTECTION ACCORDINGTO NEC fit .11 AND 6, t.7.2 LOAD -SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [NEC 1..12 i f.7.3 THE SUM OF # ■ • AND INVERTER CONTINUOUS OUTPUT # EXCEED a f OF ZUSBAR RATING 1 * 27.4 THE SUM OF PERCENT OF POWER SOURCE(S) OUTPUT -' * • THE ,"TINGOF OVERCURRENT PROTECTING BREAKERS MUST BE LOCATED OPPOSITE END OF THE BUS FROM • # r• 1 ♦. i f #.. i. COMBINER PANEL, TOTAL RATING OF ALL OVERCURRENT DEVICES SHALL EXCEED AMPACITY OF BUSBAR. HOWEVER, THE COMBINED OVERCURRENT DEVICE ACCORDING# NEC 705.12'i FEEDER*r INTERCONECTION #*• ACCORDING • NEC 705.12 # * * 1 CONTRACTOR PHONE: 9152011490 PROJECT NAME & ADDRESS ERNESTANTHONY CALLAHAN •" • i r An FIL • i COUNTY SYSTEM SIZE 1 7.900 • AC SIZE: 5.800 KWAC � ti n�14 1 tI I SHEET TITLE NOTES SHEET NUMBER MERCHANTVILLE CIRCLE 749-111; II 741-1091 0 SITE PLANA me 9 (20) CANADIAN SOLAR INC. CS3N-395MI (20) ENPHASE IQ8 PLUS-72-2-US Al I a4414=0 1 WWA I ZWARZI 91 14111111volm-1111"M *_ (E) UTILITTAIIIETER 444- _4iflbk_"_k TOTAL HOME SQUARE FOOTAGE IS: 3015.94 FT 2 TOTAL ARRAY SQUARE FOOTAGE IS: 468 FT 2 % COVERED BY SOLAR IS: 1552% DC SlZE 20 X 395W 7.900 kW DC-STC AC SIZE 20X 290W 5.800 kW AC m 2 • _ �m L � - PROPERTY LINE FJ-B] - JUNCTION BOX - SKYLIGHT (ROOF OBSTRUCTION) - CHIMNEY (ROOF OBSTRUCTION) �j� � � � � I mmmmlmm•Rll EPRROJECT NAME & ADDRESS NIESTANTHONY CALLAHAN 7963 MERCHANTVILLEI c FL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC llUllll��lll,��hll��l PRINCL IPA Etuungineering h7c, ttlatilsoat OWRA it 71950 * low PL :46 00 STATE OF 0- OR19 10 AU PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@P[-AEC.COM FLORIDA FIRM NO. 30649 SHEET TITLE SITE PLAN SHEET NUMBER A- .s TILT - 300 ROOF 1 AZIMUTH - 2700 MODULE - 7 SYSTEM SIZE (KW)- 2.77 TILT - 300 ROOF 2 AZIMUTH - 1800 MODULE - 13 SYSTEM SIZE (KW)- 5.14 - MODULE STRING 2 - MODULE STRING 6 ---------- - PROPERTY LIME JB - JUNCTION BOX Z - SKYLIGHT (ROOF OBSTRUCTION) - CHIMNEY (ROOF OBSTRUCTION) 0 - VENT, ATTIC FAN (ROOF OBSTRUCTION) (N) VISIBLE LOCKABLE LABELED AND NON -FUSED AC DISCONNECT (UTILITY DISCONNECT) (E) UTILITY METER (E) MAIN SERVICE PANEL - (INSIDE HOUSE) 'Ii�Kai►lilili�i1 t CONTRACTOR ffil Solar". PHONE:9152011490 PROJECT NAME dJ ADDRESS ERNEST ANTHONY CALLAHAN 7963 MERCHANTVILLE .; FL 33540 s, s COUNTY ------------ SYSTEMSIZE 1 7.900 KW 1 SIZE:AC 800 KW AC t; PRINCIPAL, gineerit�g, Inc, 0� I. +ir No. 64501 f r�"A• PRINCIPAL ENGINEERING, INC. MANDEVILLE, LA 70471 .. INFO@PI-AEC.COM FLORIDA FIRM NO. m SHEET ELECTRICAL PLAN SHEET NUMBER Note1: Windspeed value isdesign 3-seCgust inaccordance with A8CE7'10 Nnte2: a)Lagbolt shall b8mounted into rafters b\NoMvEngineer immediately ifconditions differ or prevent installation per plan. Note 3:These drawings were prepared under mySupemi8on. | have researched the code and tothe best ofmyknowledge And belief, these drawings comply with the 2O20Florida Building Code. Note 4:Installer shall adjust mount spacing byzone tomatch prescribed values onengineer's calculation letter Note 5:Maximum rail cantilever distance beyond outermost mount is One-third the zone -specific mount spacing, � . ARRAY 1 TILT- 30[}EG AZIMUTH -270DEG ' » 0| O TILT- 30 DEG AZIMUTH - 180 DEG ------18'-10" 11 —�_�6" �� 00"_�_ 1-tATTACHMENT PLAN_ � � [] -CLAMP -UN|RACFLA8HLOC ------ -RAIL - COMPOSITE SHINGLE 47 TOTAL MOUNT PHONE: 9152011490 PROJECT NAME & ADDRESS ERNEST ANTHONY CALLAHAN FL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE AC SIZE: 5.800 KW AC PRINCIPAL 00 0 ism 71950 JU 10 STATE OF PRINCIPAL ENGINEERING, INC. FLORIDA FIRM NO. 30649 SHEET TITLE ATTACHMENT PLAN SHEET NUMBER IsElmirmul � = ROOF MATERIAL - COMPOSITE SHINGLE ROOF I RAFTER SIZE - 2"X6" O.C. SPACING - 24" ROOF MATERIAL - ROOF 2 COMPOSITE SHINGLE RAFTER SIZE - 2"X6" O.C. SPACING - 24" Rels-IAk m 00��, X I ffllll`�`1111111 11 1 i a 'I Willi pUllm"llims "Awlik R CONTRACTOR 22171 MICH RD MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT NAME & ADDRESS ERNESTANTHONY CALLAHAN 7963 MERCHANTVILLE FIL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5,800 KW AC PRINCIPAL D76'� e-e -i ,,, I ", ( F V.)-.--; s*jt#jjt' jw Z .00 STATE OF 4W AILL PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624,5001 INFO@P[-AEC.COM FLORIDA FIRM NO. 30649 SHEET TITLE STRUCTURAL PLAN SHEET NUMBER A-1 04 SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL # CANADIAN SOLAR S3N-395MS 395W VM P 37.OV IMP 10.68A VOC 44.3 A ISC 11.44A TEMP. COEFF. VOC -0.26%/°C MODULE DIMENSION 76.4"L x 41.3"W x 1.38"D (In Inch) MANUFACTURER / MODEL # 11 III III I plii IIII IIII IIII I ICIliklimma� DC VOLT-. [WWM IN/ 58V MAX INPUTMAX POWER .0 a ♦ ♦ +a 40ems. MAX AC CURRENT , MAX a OD,.LES PER !�STRING MAX OUTPUT POWER DC SIZE 20 X 395Wi AC SIZE 20X90ili's kW AC 1 1(2)#10/2ROMEXINATTIC/(4)#10THWN-20N EXTERIOR & (1)10 THWN -2 / (GN) 2 (3) #6 THWN-2 & (1)#10 THWN-2 GROUND / (GN) 3 (3) #6 THWN-2 & (1)#10 THWN-2 GROUND / (GN) 4 (1)#6 BARE GROUND GENERALi i IONDUIT TO BE UL LISTED FOR WET LOCATIONSAND UV . i i PVC OR RMC)-FMC MAYBE iSED IN INDOOR APPLICATIONS WHERE PERMITTED BY JEC ART .348 METER NO: 332 621 323 TO UTILITY GRID CANADIAN SOLAR INC. CS3N-395MS L1 L2 N ENPHASE 108 PLUS-72-2-US MICROINVERTERS ONE UNDER EACH PANEL(240V) I L (2) ENPHASE 0 CABLES PER MANUFACTURER SPECIFICATIONS, EITHER 10A OR 15A BREAKER IS SUITABLE FOR USE JUNCTION BOX 600 V, NEMA 3 UL LISTED G ENPHASE 10 COMBINER 4/4C WITH ENPHASE 10 GATEWAY, (2) 20A / 240VAC CIRCUIT BREAKER125A RATED LINE (E) BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/24OV,200A LOAD VGA AC DISCONNECT 60A VISIBLE, LOCKABLE, 6 LABELED AND NON -FUSIBLE PV 40Al2P LtL2 L2 6N G LINE G ..� ._._. ._.... _..,...._, o 20A/2P LOAD I N G GEC EXISTING GROUNDING N ELECTRODE SYSTEM I TO EARTH G REF. NEC 250.52, 250.53(A) — BACKFEED (E) MAIN SERVICE PANEL (INSIDE HOUSE) 200A RATED,240V LOAD SIDE INTERCONNECTION AT MAIN PANEL PER ART. 705.12(B) (E) MAIN BREAKER TO HOUSE 240 V, 20OAl2P (BOTTOM FED) BREAKERSOLAR FURTHEST END OF BUSBAR FROM THE y BREAKER OR FEEDER UNIT CONTRACTOR � IIII IIIIII I I II' p' :IIII: . D IIII 22171 MCH 1 D�-. ■ 9152011490 ` M�NTHONY II`rlADDRESS ERNESTCALLAHAN HA N TVII EEE CIRCLE ZEPHYRHI dLllL 0 FIL 33540 * :. COUNTY SYSTEM SIZE i •0i AC5.800 KW AC � 14 Vll�o ` �� r'4 , 11 I IM. y 11 ll liI�I NI Ch r�' I'�II I �I �I IIIeI�G �I�IV II�I' Ill 1 i., No. 64501 s �* r, • s a PRINCIPAL ENGINEERING, INC. 1011 N CAUSEWAY S1 B 11 EVILLE, LA SDI MAN471 ii INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 SHEET TITLE LINE DIAGRAM DRAWN DATE 8/10/2022 DRAWN BY SHEET NUMBER AMBIENT TEMPERATURE SPECS RECORD LOW TEMP -10 AMBIENT TEMP (HIGH TEMP 2%) 33' CONDUIT HEIGHT 0.5" CONDUCTOR TEMPERATURE RATE 90, PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS .80 4-6 .70 7-9 .50 10-20 a BEFOREQ COMBINER PANEL AMBIENT r r a r i TEMPERATURE DERATE a, r 0.96 i ,' GROUPING : ' s, 0 i CONDUCTOR AMPACITY =( l )x l A.T.F l G.F ... NEC 690.8(B) = [(10 x 1.21) x .] / [0.96 x 0.8] SELECTED CONDUCTOR - #10 -2 ... NEC 310.15(B)(16) -03 fill" Ell ' ' a (TOTALr ri 690.8(B) 1 1 SELECTED CONDUCTOR L i r � AIRWAIt' ® PV OVER CURRENT PROTECTION ...NEC( ) 7963 MERCHANTVILLE CI L ,Z ILL , ®TOTAL INVERTER / L 33540 = (20 x 1.21) 25 _ COUNTY:-PASCO COUNTY ... NEC 240.6 SYSTEMSIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PRINCIPAL ...NEC 705.12(13)(2)(3)(b) MCB -9- PV BREAKER <= (1. 2 X BUS BARRATING RATING RATING) t e� ( ) °%0 240.00 <= 240.00 HENCE OK No. 64501 m° F r.i PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624,5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 A MINIMUM HEIGHT OF 318 IN. (9.5 MM), IN WHITE ON A RED BACKGROUND. 0 3 = M jivirmijammel sigm XYgMth-WARUG" WMETT-Ta MO. - Solar 22171 MCH RD MANDEVILLE, LA 70471 PROJECT NAME & ADDRESS ERNEST ANTHONY CALLAHAN 7963 MERCHANTVILLEI RCLE ZEPHYRHILIL%0�_ F-L 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PRINCIPAL -En gineering,, Inc, 0 No. 64501 • PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624�5001 INF0@PI-AEC.CCM FLORIDA FIRM NO. 30649 SHEET TITLE PLACARD m SHEET NUMBER E-603 CONTRACTOR Solar I/ f 22171 MCH RD +� wf z E CS 42$�E� f L V CURVES MANDEVILLE, LA 70471 ENGINEERING DRAWING (rain) r. _ __ —12, _._ PHONE: 9152011490 AIA 35 PROJECT NAME & ADDRESS ER EST AI�T{'IQ�i N N i' /��=-� ( 7 s a . - CALLAHAN """�" ,_ _ _ 7963 RCHANTVILLE CIRCLE ZEPHYRHILLS ��'��lc`��✓` �"%%'ir�s`� f, ,/^"' .� ,ram -a�'"f�/„,`�� y ,h✓��..;"'F-'y'.; %'✓fir " „ _. _ ( Fd%iTtiY'4ti7i%9 i-§1l€ �..,�„_ ._ m_..... _..._._.,., .,,..._. ._ 4'; '-- € . i T COUNTY:-PASCO COUNTY 8 3 eve = WC a-- [ _ ss=t SYSTEM SIZE <m: DC SIZE. 7,900 KW DC-(STC) BLACK FRAME ON BLACK BACKSHEET AC SIZE: 5.800 KW AC F23 Frame ELECTRICAL DATA STC* MEC14ANICAL DATA C53N 38OMS 38SMS 3 a ;` ° ; 3 4 SMS Speclfieati€ n Data M_ _� ne PRINCIPAL �� opt, Operating, Voltage i'mP) 36.4 V 36,6 V 36 8 V 37,0 V 7,2 V 37,4 V Cel4 Arraneetnent " 132 C X (11 X 6y ..., ,,,,,,, „ , „ 194:3 ii 1048 X 35 'ts}.16A@t7.83A jirt� �t<Er'E°/'r3/"'. lYaC'. MC3� POWER CtptCiperatfngCurreeae(6mP)1CD.44A10.52A106t7 lo-68 aa1€n Dimensions Open Circuit Voltage (Voc) 43,7 V 43.9 V "441 V 44 3 V .5 V 44.7 V „. 764X413X1.38in) Welght �, 23 4 kaJ (51 6 ibs) Short Crrcuat Current (isc) 11.26 A11 32 A 11 38 11 44 1 l,Si7 A11.56 A �:� ' s�sa t Industry LeadingProduct Warranty bats _ _. ,_.... Front Cover .2 mm tempered Lass Madame Efficiency 1 7 18.9% 19 2% 19.4% 19.'7% 19. t _,...,.. g � Module power up to 405 W � y4a I a� W �ans€1 � + � � ., ... .._ ""_ &ramie Anodized aluminium allay s; ��L Module efficiency up Yca 19,4 Operating Temperature 4i3 C +85°C" byP g Box IP68 3 ass diodes I I i € i7 Max. System Voltage " " " I0o0V (UL) . _.. . ................... Cable 12 AWG (UL) „ , . ,. ill l l pt � tt fm i k L.at%r� £''S iiS� G�$f"Ar$#JLbC/i@ C Performance �uR[� p� � c-f n S Portrait 400 mica 0 5.7 in) H 1280 Moduler3ie TYPE f C 21*+L u i7V t� _,,,,,_, , ",,, , , , , , Cable Length cram (11.0 srl) (} (supply additional R� J * H�g 19 � G�� j ,�.� .;®a * m a a e a a a (�°� ,vim *' Loaner LCOE & SOS cost Max. Series Fuse Rating 20 A (Including Connector) cablelum er" 2 lines/pallet); land- 12 inns �s � ,* ` � C � N a aa; ja �r year Isomdegradationnuryebars * Application Classification Class � ... _ ___._. Connector T4 or MC4 series ^� Subsequent anal power degradation n more than O S5 r Comprehensive LILT/LeTIDrrulsgatiara t,ciere�sa�sc ua�s a sasae a carman�aaLmaed power Tolerarsee 0 + 10 W Per Pallet 3t?�srece� *reef5aa dlaiccoostsrc}asua#neea€t�atar ,��mashs.saxsracampasrear Per Container(40' H�..i,t)T,�? = as s a Cie6��4 a l 50 degradation teellnaiagysispfie}d :lowerde€Jrac tacsn wM ra gsi8tene,�t,�.�y£ Y4U$$5 3i�d Kt Waift3tjK a hN 2VC, Pieces *i'ai"taei3 Krfs4 d a tentactyout CaradsinSciasaaesand e m `^ products oistaAeda and opera" an resfdeftai rwftW. Sri arrum m9ans. teitlCNCd4 rtprezzrttatiroes, r ° m *.o- h N��ESiS�EBnF�T� �p� ELECTRICAL DATA Or -A y .�j@'M��a +a ." •a. w i Better shading tolerance / 9 $ L 1:: CS31` 38GM5 38 s? S 3 41 a 44aa6 3 Nominal "Max. P P 2 W 288 W 291 W 295 W , ,299 , , .. W""303 W � E T tlBE TE €105 a` 201 «.. 1 i; 2{i15 / �`idndlrY#S for znvrrortrssencal management Sy5e@tTt ( t`iast) ISO 4 3a 2018 i International standards for occupational heafth & safety Opt (Operating Voltage (Vmp) 34,0 V 341 V 34.4 V 34 6 V 34,7 V 34,04 V Specification Data PRODUCTCERTIFICATES* Tern rature Coefficient (Prrmax) •U.34 6 f C Opt Operating Current p) 8,35 A 8A2 A BAS A 8,54 A &60 A 8,66 A _ _ �_ _ .,._.. _. MORE RELIABLE IEc fi2151lEC 617 it C _ Temperature Coefficient(Voc) -0,26 / °C Open Circuit Voltage (Voc) 41,2 V 41 4 V 41 6 V 41A V 41,9 V 42A V �.... ..... s SEC (Us Florida) t its.61780 / IEC 61701 t JEC 62716 qr—, Minimizes micro -crack im racts �6iTp<s ' Temperature Coefficient (Isc) 0.05 t °C @hart'Oreurt Current (Ise) 9 68 A 913 A 918 A 9,23A 9 28 A 9.33 A * lntler Nam nor apasati g rem aaure iar�, radiance ar aria = s e ttu t.s, am% enc Nominal ModuleUperatingTemperature42 � 3"C .,,.- �� , tesn33srt,,�. �t attare 2o"C, vA d1 3 ntic, +The n nfic tenificares appkabletodifferent noxhAe trim and markies wary, and #sereforenor o# (ineceraricataansastedracon oil onwkarreouny apply to the PAPTNER SECTION PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 products you order or use_ Please contact °t Carradian War sales red ensotafive FieclVjr SirOW lead up co 8 i0O pa, to canflrm the spec&c termficates ava#ia#ie for your PtastlUCt and agrpPKa4a4e :n the regions -..., w ., n „_ . , w ___. , ,_,__._ MAN DEVI LLE, LA 70471 t a enhanced ovine# load up to 6000 Pe it, whirr, trre productsvNi be used. 985.624.5001 INFO@PI-AEC.COM CSI SOLAA (USA) CO., LTDis Committed to providing high quality FLORIDA FIRM N0. 30649 solar photovoltaic, modules, scalar energy and battery storage solutions to customers. The company was recognized as the * The speoccatitaw aa key features «ntakrata sr 'his datasi eez deatme oightty from l r Kwel � d � to qd nova on and ennant_ i csa Co, aid, r r ght to E SHEET TITLE Not 1 module supplier for quality and performance/price ratio * r w"Wry Adjusurnent :o the anfarmavon described Herein at watxsut hat1w nocke,RESOURCE its the INS Module Customer insight Survey, Over the roast Pvase be kindly adviaed that PV awdules should are handled arelfataAw by qualdiied people who ha,,e 2ti years, #t has successfully deiisVer l i} 63 %sW 4f Profiasoo ral cansfuny read the safety and mstaila in noes before ow PV DOCUMENT * r�s. ire°tarsesf lereera¢isr, p ',ase refs,. zit irstai mrt„ ,Aa,¢s . prermunt-quality solar €1'te7dlJles across the W£at#d, .,.�,......_ .. .. Y__,.e,.._,...._,..e..._..,..,.._........,_.....,._..,._ _----,,,..____....__. _......_.,_ DRAWN DATE 8/ 10/2022 SOLAR (USA) CO., LTA . ........... 1350 Treat Blvd. Suite 500, Walnut Creek, CA 94598, USA I www.csiso4ar,cam/na I service.ca@csisolar.com CS1SOLAR (USA) C LTD, Jars. 2022 I AD rights reserved I PV Module Product Datasheee u2.5C25_F23 3_NA DRAWN BY RBT SHEET NUMBER ,CI,ENPHASE am= Our newest 108 Microinverters are the industry's first microgrid-forming, Software - defined microinverters with split -phase power conversion capability to convert DC power to AC power efficiently. The brain of the semiconductor -based microinverter is our proprietary application -specific integrated circuit (ASIC) which enables the microinverter to operate in grid -tied or off -grid modes. This chip is built in advanced 55nm technology with high speed digital logic and has super -fast response times to changing loads and grid events. alleviating constraints on battery sizing for home energy systems. Commonly used module pairinga' w 235-350 235-440 Module compatibility 60-cell/120 half -cell 60-cell/120 half -cell and 72-cell/144 half -cell MPPT voltage range V 27-37 29-45 Operating range v 25-48 25-58 Min/max start voltage v 30/48 30/58 Max input DO voltage v 50 60 Max Do ourreW [module Isc) A 15 Overvoltage class DC port It DC port backfeed current mA 0 PV array configuration lxl Ungrounded array; No additional Do side projection required; AC side protection requires max 20A per branch circuit Max continuous output power VA 240 290 Nominal (L-L) voltagelrange' v 240 /211-264 i. Max continuous output current A 1.0 IZ Nominal frequency liz 60 Extended frequency range Hz 50-68 Total harmonic distortion I , 15% Overvoltage, class AC port III AC port backeed current mA 30 Grid tied power factor (adjustable) 85 leading - 0.85 lagging Peak efficiency % 915 97; CEC weighted efficiency % 97 1 97 grid is down Relative humidity range 4% to 100% (condensing) DCConnectortype MC4 Part of the Enphase Energy System, IQ8 Series More than one million IQ8 Series Microinverters redefine reliability hours of testing cumulative Dimensions (HxWxD) 212 mm (8.3') x 175 mm (6,91 x 30,2 mm (1,21 Microinverters integrate with the Enphase IQ standards with more than one million weight 1,08 k9 (2,38 lbs) Battery; Enphase IQ Gateway, and the Enphase cumulative hours of power -on testing, Class 11 double -insulated App, monitoring and analysis software. enabling an industry -leading limited warranty enclosure Cooling Natural convection - no fans of up to 25 years. Optimized for the latest high- Approved for wet locations Yes powered PV modules Acoustic noise at I m <60 dBA Im Pollution degree PID3 Microgrid-formitig - nnrnnlipo with th. Iatt Enclosure r—i—n .t-- / I IV _ti Class It double -insulated, corrosion resistant polymeric enclosure KICUAT, A 1--A— Connect PV modules quickly and easily to Q8 Series Microinverters using the included O-DCC-2 adapter cable with plug-n-play MC4 connectors. IQ8 Series Microinverters are UL Listed as PV Rapid Shut Down Equipment and conform with various regulations, when installed according to manufacturer's instructions. 0 2021 Enphase Energy. All rights reserved. Enphase, the Enphase logo, 108 microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. IQ8SP-DS-0002-01-EN-US-2021-10-19 (1) No enforced DC/AC ratio. See the compatibility calculator at https://Iink,enphase.com/ module -compatibility (2) Maximum continuous input DC current is 10.6A (3) Nominal voltage range can be extended beyond nominal if required by the utility. (4) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8SP-DS-0002-01-EN-US-2021-10-19 CONTRACTOR hAW �n 2'31171 CR 2171 MH D MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT NAME & ADDRESS ERNEST ANTHONY CALLAHAN 7963 MERCHANTVILLE CIRCLE,ZEPHYRHILLS, FL 33540 hIf COUNTY SIZE II CISYSTEM SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KWAC PRJNCIPAL, Engineering, hic% IS N'XX Clue io# No. 64501 F PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MAN DEVI LUE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 SHEET TITLE RESOURCE DOCUMENT II SHEEIVIIII T NUMBER R-002 EFick ase, Netvictrkiril EnDhase IQ COMbiner 414,r'.. X-1Q-AM1-240-4 X-1Q-AM1-240-4C LIMB To learn more about Enphase offerings, visit enp C haS _ _OM T - h Eriphase IQ Comnrlbiner 4/4C vI,th Enphase IQ GarewDy and integrated LTE M1 cell rnodem (included onlyiivith IQ Combiner 4C) cionsohda'e,_4 inlerconnectiort equipmen into a single enclosure and Streamlines IQ microinverters and storage installations by providing a consistent, pre-rivired solution for residential applications, [If offe'rs up to four 2-pcie Input circuits and Eaton BR series busbar assembly Smart Includes IQ Gateway for communication and control Includes Eriphase Mobile Connect cellular modem (CELLMODEM, oll-06-SP-05), included only with IQ Combiner 4C Includes solar shield to match Enphase IQ Battery aesthetics and deflect heat Flexible networking supports Wi-Fi. Ethernet, or cellular Optional As receptacle available for PLC bridge Provides production metering and consumption monitoring Centered mounting brackets support single stud mounting Supports bottom, back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not include(,) 80A total PV or storage branch circuits Durable NRTL-certified NEMA type 3R enclosure Five-year limited warranty Tons, years tabor reimbursement program coverage included for both the IQ Combiner SKU's UL listed !=ENPHASE Enphase IQ Combiner 4/4C MODEL NUMBER 10 Covitaner4c is fQ-ANT1 240 4C) IQ Combiner 4C wah Enphase Q tat_ fry roinned cintia board fia Integrated vorevie grade, PV production inerenng (ANSI C11CO /- 0.5%) and consumption monintring (+/ 2.5%) includes Enphase Mobile Connect cellular modern (CELLMODEM-MI-06 SP 05), a ping -and` -poy indi w-nid-orade. celletruiern for systento up to 60 microinve, ans , Mexo, Puerto larva, and the US Vinci,, islands, vrer, there ur aderruale cellular service in "voirkstic in, the US, CanadaMexico, %ire insuaboo, n area. Incraes a silver solar shadd at match the IQ Save, wic IQ otabrat Crrerater and to deflect hear ACCESSORIES AND REPLACEMENT PARTS (not included, order separatebr) En,sairmaleCta, isturobetioralitit -includes COMMS-KIT-01 and, CIELLIVIDDEM-141-06-tya-05 adds 5-year Slobit data plan for COMMS-CELLIVIODEM-1,11-06 Ensemble Mass ISELLMODEM-birr-06-SP-05 4o based LTE-MI cellular neadivic with S-year Sprint data plan CELLMODEIVIWI-06-AT-05 4G based LTE-MI cellularmin sear with 5-yeat AT&T dara plan Circuit Breakers Supports -Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 cirun breakers, BRK-10A-2-240V Circuit breaker, 2 pate, 1 GA, Eaton BR210 BRK-15A 2 240V Circuit breaker. 2 pole. 15A Eaton Bag, 5 BRK 20A-2F1 240V Circuit breaker, 2 pole, 20A, Eaton BR220 BRKIISA 20-240V-B Circuit breaker, 2 role: 15A, Eaton BR215B with hold down kil suproor' BRK-20A-2E`-24WB Circuit breaker, 2 pole, 20A, Eaton BR220B with hold down kit support EPLIC-01 Potiver, fird, barrier basmarturikeetion bridge pate;, quantity - one pair XA-SOI-ARSHIEL D-ES paiurbecerneqt snow shield for IQ combiner 4"4C XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in VQ Cksrabilrer4tail(t (reported for EPLC-tat}: XA-ENV -PCBA 3 Replacement IQ Gateway printed circuit board (IaCto for Combiner 414C Held down kit for Eaton clorAt breaker with spardws. ELECTRICAL SPECIFICATIONS P.3x rug �%tlilt?tl'si{fU$ dilly Sarnernaollatle 120/240 VAC, 60 I -or Eaton IER sees busbar rating 125A Max contilluiror current ratirui 65 A ideas 64A Max. furiercocuit rating (output) 90A Branch cuss ds *�Iair arelyor storage) Up to four 2-pole Eaton Sk series DistrIbuited Ges,,rahzin ( glG) breakiles only (not firetudilaill) Max, host branch circuit breaker rating (niam) 80A to distributed veneration I 95A with in Gatinnalt cracker included feraduelken ashisking Ccr 200 A Mkid rupee por*hwitibled and vinfed to gQ'Sketntione "ansurr,otion rocratormal CT (CT -200-SPLiT) A parr a'200 A spiricore current transformers MECHANICAL DATA mansions xHx6 375 is 49,5 x 16,8 crin (14,75'x 19,5x 6.63'11 Height is 21,06'(53,5ring with madinfing bradarts, Vionght 7 5 log 06 5 lbs) Agulparst tensixersaire suede -40PO (40*tnI Cooling Natural convection, plus heat shield Enclosure ratting Outdoor, ORTL-cerfified, NEMA type 3R, enre sizes 20 A ',a 50 A breaker inputs: is'a 4 Adw copper cooductonr • 60 A breaker branch Input 4 to 1,10 AWG copper conductors Main lug combined output 10 to 27G Aols copper conductors Neutral and grouridl, 14 to 1/0 copper conductors Always follow !coal cidde requirements for conductor sizing, Aftinade To 2000 meters (6,560 feet', INTERNET CONNECTION OPTIONS Scholar CELLMODPM-MI.,06SP05.CELt-MOUEMtil-06ATGS(14Gbased L:FE-Mlellularmc-dem) Note thal, an Enphase discos Connect cellular modon is required for at! Ensemble invoiffations co: reliance. to Gateway UL 60601 1"CANCSA 221 No, 61010-1 —""' ENPHASE To learn more about Enphase offerings, visit e Rip hase.com a CONTRACTOR 2 99171 Mr.Hl rzn 2171 MICH RD MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT NAME & ADDRESS ERNEST ANTHONY CALLAHAN 7963 MERCHANTALLE CIRCLE,ZEPHYRHILLS, FL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KWAC III Pfir, JN , 1 Frlzineeit,inic, Inc," C -,A J. Hotj 0 No. 64501 PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 IWO - 0 -4 1 SHEET NUMBER R-003 mmmm�� ly. If, I:-E -- — — — — — — — -- T_ 30mm bD Slmm MODULE FRAME L L i CaLE D �jj E �11WMMW_ ow I FOR BONDING END CLAMP 900 To 1�HtET SM-Po5__ [Kos/ lyre VARIES - REFER TO SHEET SM-Pos Iw 96NDMG SM MID CLAMP BONDING SM Ekb aAMP ALL DIM ARE SwF y , oNflal -7 All CONTRACTOR 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT NAME & ADDRESS ERNEST ANTHONY CALLAHAN 7963 MERCHANTAILLE CIRCLE)ZEIPM-WA", FL 33540 COUNTY:-PASCO COUNTY PRINCIPAL Engineert I ng� ine. —1wtlFRA4t% , !t 00, tjo 41 STATE OF OR19 C't ♦ PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985�624�SOOI INFO@P[-AEC.COM 410301 8/10/2022 SHEET NUMBER R-004 DETAIL A DETAIL B TRIM END CLIP TRIM MID CLAMP TRIM CONNECTION &UNIRP, 1411 BMWAY BLVD. NE DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL 0 9 I TIRW M-1- P/N DESCRIPTION 004085M FLASHLOC COMP KIT MILL, 20 PAJCK a "UNIRAC ils off PHONE: 505142,6411 IffiVWUNIRACCOM SS SERPATED T-BOLI I DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTicim LL ONE OR MOR I IS PATENTS LEGAL NOTICE SHEET J O?r 3 - out WHO IN to ki �ff 'jjnWA'j;fAjj N STSTEM SIZE 1 1 DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KWAC PRINCIPAL ,Engineering, hu% iFRAAF 0# A Ila. 71950 rg 00 STATE OF A10 r 46 100 # olmo 0 PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 SHEET TITLE RESOURCE DOCUMENT SHEET NUMBER R-005 I T I'IL^L Zwf'LBr_ DAK Ut I 1-UL wm umfflw�� 0 0 0 0 L L 15 " I —4w :f C: rloTl I Thir-1 CC cy-LICIAtc Tmrf I mrn m DWMiG NOT TO KIALE ARE III DRAWING TYPE- NOOK i'll in A I DESCRIPTION' m 7 Ali 614i4SfON ARE 71 mmmwl A Solar 22171 MICH RD MANDEVILLE, LA 70471 PHONE: 9152011490 ERNESTANTHONY CALLAHAN 796• 3 MERCHANTVILLE 'y -%UA FIL 33540 L 7 TY Sc( COUNTY-:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD, STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 SHEET TITLE RESOURCE DOCUMENT DRAWN DATE SHEET NUMBER R-006 1/4'-20 X '/4- SS HEX HEAD BOLT 1 Y4#f ruiolls %'�-20 SS R-MGE NUT m SMHD BOTTOM CLIPS WMM CLR : Ai M� NOT TO SCIVI ALL Dk*� ME PART & ASSEMBLY WOW L _"�OTICEJ EGAL N V',' SOLT LOCA-UON _\ %' IBOLT LOCATION 1411 &R"AY E.D. IE ALKRUME, W 87102 USA PKItE 5n-4Z6411 WWUNMACCOM ISUIEUM MMM''G NOT TO SCW ALL DI CONTRACTOR 22171 MICH RD MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT -NAME & ADDRESS ERNESTANTHONY CALLAHAN �7963 MERCHANTVILLE CIRCLEZIEPH FL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PRINCIPAL ENGINEEqlI G, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC-COM FLO RIDA FIRM NO. III SHEET TITLE RESOURCE DOCUMENT ql �I III II III SHEET NUMBER R-007 NOTES. I ' END CAP INCLUDED WITH EVERY END CLAMP. 2. END CAP FITS SOLARMOUNT LIGHT AND STANDARD RAIL PROFILES. SOLARMOUNT STANDARI mom OMONAL BREWCUT LINE wvcwmm�� DRAWING NOT To SCALE ALL ARE NOMINAL IN&2mlam B CLAMP 30mm to 32mm Module Thickness (1.18- to 1.26-) 11 Sm t4baVIM ,F CLR AL II ca-AMP D CL� 33mm to 3�r"!�qd* Thicknm 39mm to 400� Module TNckrtesss (1-3& to 1.421) lislr to 1SIO) K CLMP 39rm to 41nun Module Thkkness (1.54- to 1.61-) 1/4 "0 TYPICAL END CLAMP DETAILS I DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL m 9 CONTRACTOR 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT NAANTHONY ME & ADDRESS ERNEST CALLAHAN MERCHANTVILLE FIL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 1 NI985.624300II i+!@'It-AEC.COM FLORIDA FIRM NO. 30649 SHEET TITLE RESOURCE DOCUMENT SHEET NUMBER R-008 (, ifyt t t , 'f7l { r.1.15 t, ill! ,4ppl ;;adof? x 8'-a .,i ,erg € r, f c, �a L7 rr-t,ient Date Receiveu j i E: ty01e cone G $ei F'eralyding - ! Owner's NamErnest I st Ant nC rLy Cah i i Owner Phonic Number 43 11� ` :i >n9? owner'sAddrat, r 7` 6 q Me i hd n i�_ille Ciro le, 7eph rit l F _ 3 5-10 Ow^er phcone aurrther � J — - --- - - Fee Simple Tiietle[der Nama _ Owner Phone Nr<n'r6er � I Fee S rnp`e Titleholder Address !----------..__.------------,- ---. -- �._._ __—. _ vlNe CifLIF Ce bur Ls- °7 3543 _,6 JOB ADDRESS i 6� � rr. - � P � � Lo � I sw: W �411s 35 2 012000000-0560 SUBDIVISION .. PARCEL IL9 -- ,OBTAINED FROM PROPERTY TAX NO TICF) WORK PROPOSED �_� NOW CONSTR � ADD/ALT � ..—f SIGN�_ 1, Gt-'M011St; NSTAiJ_ �---� Rt.-PAIR PROPOSED USE [ _ t S F R I� CQMtiI ( _IOTHER { TYPE OF CONSTF?UCTiOi4 �-1 BLOCK FRAME ( S E-.-f. 1 DESCRIPTION OF WORK Installing OV solar panels on existing roof SUILDING SIZE _ - — I S`t FOOTAGE [ 463 HEIGHT -_—; B�UIL.DING I�a 411,406 . ----- i `VALUAT. ION of T )TAL CON Ri1CTION X L F X ELECTRICAL ]PLUMBING __iygECLiANICAL AS -_� FINISHED FLOOR ELEVATIONS AMP SERVICE 200 . X� PROGRESS ENERGY (l W-R.E.C.it "( ° . "' iti VALUATION OF MECHANICAL INSTALLA T ION @ u e SPECIALTY OTHER .rw+�* .% L" - 'Ov° .t FLOOD ZONEAREA -- _]YES NO ADD Solar LG BUILDERI COMPANY SIGNATURE - rz GIST Rro - -- --. Y l N : eruaREN Y, N Address 4492 Eagle Falls Pi, Tampa FL 33619 canse4 EC13001242 ELFCTRICIAN COMPANY SIGNATURE (_ —__ Recsr.RED CURREN Y/N 7 Address license # PLUMBER COMPANY SIGNATURE rr" I v 4 ._. .:E c,vauCN N _ Address I _icense# _ ---_ MECHANICAL. i COMPANY I I SIGNATURE L._—....-_.—._ R GoIEREP Y/A = ECURR_N ..CY N — Address _j License# OTHER I COMPANY a SIGNATURE ..--_-- _ RFGtsTCran y \_j r_C CuR GN Y 'J Address License t# 1 RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forrra; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wi Fth Fence installed, Sarrairy Facilities & t dun.pster, Site Work Permit for subdivislorri large pmracts COMMERCIAL_ Attach (2) complete se'--s of Building Plans plus a Life Safety Page: (1) set of Energy Pom+s R-O-W Permit for new construction, Minimum ten (10) working days after suldirdftal date- Required onsite, Construction Plans, StormwePer Plans wr Silt Fence installed, Sanitary Fadlifes & i dumpster. Site Work Permit for al[new projects. All commercial requinernents must meet compliancy SIGN PERMIT Attach (2) sets of Engineered Plans. "*'PROPERTY SURVE'r required for all NEVV construction. Directions. . F11 out application cornoetely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required_ (A/C upgrades ever $7500) '`" Agent he, `he cons Imo I or Power o-.` At'omey (for the owner) would tie someone with no:arzed letter from owner aathadzing same OVER THE COUNTER PERM] rTING (copy of contract required) Protonic if shincies Sewer Service Upgraces AiC Frances (Plot%S:urvey.;Foutage) Driveways -Not over Courier if or; public roadways needs ROVOI y p�\.... 8 , , I 7,rM 002"', "litv oi Zertifiriniiis Pertnit Appicads n BiriIdil,g, Depariment NOTICE OF DEF0 RES] RICTIONS The underognec lirdeals nds tn,,; otis newrt may or, i,-Jew€ lo tifivi cstflc�cars" 'N"n I'loY i", n1i)m il-3n Colmij regulations, 1he I, notes girea assumes I-Fosolonsildflity, fro _rompfianroe Mr, any arivicat,2 yeah UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if this, corer las hi-fol a...tractor or contractor; to wort" dley ' iav se nomlited to be licensed in accordance wit-, set-.1 anc !owai rog,dalions, n clne co�-alroc'o, is no, licensed as required by low both ire ownw and cent oactdrnray the -,bed for arniscrioneprior violation updersare law =fole owner or intended ,ontrfict-Ir ane uncertar) as to -what hronsme requirements 'iaYappy cri t'e -Jendvd work, they are scooted to contact trio rra_co County Buildi,g hvplfc`:on Dllviorrn - Licensing Section ai: 72,7-847- 8009. ore ;'in, owner has hired a corlirmvy w coirdecmrs, he , ""'act to "", the ,rol-schI sigh sent..s of the -, ontiacloolock" afroicatio- for sirch they 11 be nssronslble, it you as me :ooner ztirin ss thn co,�cacior, thar may be at-, indication that he o rot leronedv liceilsed son is not eniftwi to permitting Qnvileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned ui-rdeastands Transvortation impact Fees and Recourse Recovery Pees ,ray ilhov to the jorstr,!Iclori of new buildings change or uss, in ertwdrig buildings, or twpairs,o, of imsurg cHidings, as specified in Prison County Ordinance nuri 89 07 and 90 0 7, as le-nerdea, The erndersigneci also undarroands, the 5uch aces, as may'ire due, aill bedendfied at the time of permitting. it is further Understand heat Transportation Impact Fees and Resolm-le, Recovery I-eaut n-LiSt be sails iur of eceiving a"cartficale olocculearty r, finfla errivervierise. if the project does nor involve a certificate of ocuprincy or final power l_lease, the fraot muse be paid prior to peoin't rfsLance, Furthermore, ifomoro Ccrj,zyWatdrb3erver hnpact five s are c uo, 1-ley must be path onor to Ill accordanole with applicable Peace County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as arnended). If volupron or work is '$2,500 00 a., frond, I cellify n-,at It ine apfdlicaat, have been brooded with a trust, or the "Florida Construction Len Low —Homeowners s Protection Guide" prepared by the Florida ueotinbrionr of Agriculture and Consunier AfFairs. IF the aoolicans Someone other Irian the owner', ; ceraft, that; i-ave obtained a copy of bra throvp deticrivail document add grornse n dean faith to deliver it to the 'owner" prior to -ornmerovorsen' CONTRACTOR'SIOWNER'S AFFIDAVIT I sorrily that all the information it this application is accurate and that all work will be done in cornolial,ole fe"t, all applicable laws regulating construction, sarong and land development, App;icaton is rieferry made to, obtain a plannit to as won, and irstailabon as Indicated, I certify that ro work or installation has comi-nenced prior to 1swjarice Y a frettrint and that all work weir be perforineo to meet standards of all laws regulation construction, County and City codes, zoning regulations and land development regulations in the Jurisdiction, , also certify that ; understand that :he agulations of other government agencies may apply is if,,-, litand6d work, and that .t is ny rest nsibill'-Y to ii what actions I roust take to be in compliance, Such agencies Include b,_l: are not meted to Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive Lands, Walet-AlVastewater Treatment. Southwest Florida Water Management District-daells, Cypress Bayheads, seedand Areas, vatel Watercourses. Army Corps ps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Set-baces/Environmental Health Unt-Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Alithonty-Runways• understand that the amiowingrestrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 'W unless expressly permitted. If the fill material is to be used in Flood Zone "A', it is understood that a drainage clan addressing a "compensating volume" will be submitted at time of berrititfing 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, 1 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 tinder the attached permit application, for lots less than one acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, i promise in good falth to infoon the owner of the permitting -conditions set four, in this affidavit after to conimencing construction. I understand that a separate permit may do required for electrical work, blurnbing, signs, wells, pools. air conditioning, gas or other Installations riot specifically nc!udeco the applicator, A famot issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a penult prevent the building Official from thereafter requiring a correction of errors in plans, construction of violations of any codes Every permit issried shall become invalid unless the work authorized by such permit is commenced vidin six months of permit issuance. or If work authorized by the permit is susce,-,ded 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 riot to exceed ninety (90) days and will demonstrate justifiable cause for the extension If work ceases for ninety (90) consecutive days. the lot) 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_04 z OWNER OR AGENT r^ v Subscribed and sworn to (or affintrej) before me this I by Ronr � _oad ett Who !spm, personally,kriown to`nririI has/have produced as Identification, -Notary Public Commission No. Name —ot -Nota �jnaaeai printed or stamped E OAP Nal sallki - St-1- If FkAda (th"11 co —in-, 9 He M, am.'� i C�v 25, M4 IRE 7v CONTRACTOR Subsit d sworn WA affi%) befTi-enie this 1�2 by nnie adge t Who is./are personally known to moCor hasihave produced as Identification. _Notary Public Commission No Name of Notary typed, printed or stamped NiFor, liable Ta", 110", V Hal 056733 ta—, law," ov, 75, 1024 Monday, December 19, 2022 Property Owner: Ernest Anthony Callahan Property Address: 7963 Merchantville Circle, Zephyrhilis, FL 33540 RE: Photovoltaic System Roof Installations I have reviewed the existing structure referenced above to determine the adequacy of the existing structure support the proposed installation of an array of solar panels on the roof. Based on my review, the existing structure meets or exceeds applicable codes listed below to support the proposed solar panel installation. This assessment is based on recent on -site inspection by solar inspectors and photographs of the existing structure. The photovoltaic system is designed to withstand uplift and downward forces; our assessment is regarding the structure's support of the array. Stresses induced by the introduction of individual mount loads on the rafters or truss top chord are within acceptable limits as shown on the attached calculations. The structural considerations used in our review and assessment include the following: Evaluation Criteria: Applied Codes: ASCE 7-16 FBC 2020 NEC 2017 Risk Category: 11 Design Wind Speed (3-second gust): 137 mph Wind Exposure Category: C Ground Snow Load: 0 PST Seismic Design Category: D Existinz Structure: Roof Material: Shingle Roof Structure: 2x6 Rafters Roof Slope: 7112 PRINCIPAL .I a, ructur ' " FLORIDA FIRM NO. 30649 Architecture + Enginwring + Comtnxflon wiN.pi-a .co # mfos'ii-aee_an Effect of the Solar Array on Structure Loading: Gravi , Load: Per IBC Section 1607, the areas of the roof where solar panels are located are considered inaccessible, and therefore not subject to roof live loading. Live load in these areas is replaced by the dead load of the solar array, 3 psf. The total gravity load on the structure is therefore reduced and the structure may remain unaltered. Connections of the mounts to the underlying structure are to be installed in a. staggered pattern, except at the array ends, to distribute the loading evenly to the roof structure. The stresses within the rafters or truss top chord due to the introduction of discrete mount Loads are within acceptable limits, as shown on the attached calculations. Wind Load: The solar panel array will be flush mounted (no more than 6" above the surrounding roof surface, and parallel to the roof surface. Any additional wind loading on the structure due to the presence of the array is negligible. The array structure is designed by the manufacturer to withstand uplift and downward forces resulting from wind and snow loads. The attached calculations verify the capacity of the connection of the solar array to the roof to resist uplift due to wind loads, the governing load case. Snow Load: The reduced friction of the glass surface of the solar panels allows for the lower slope factor (Cs) per Section 7.4 of ASCE 7.16 resulting in a reduced design snow load for the structure. This analysis conservatively considered the snow load to be unchanged. Seismic Load: Analysis shows that additional seismic loads due to the array installation will be small. Even conservatively neglecting the wall materials, the solar panel installation represents an increase in the total weight of the roof and corresponding seismic load of less than 10%. This magnitude of additional forces meets the requirements of the exception in Section 11BA of ASCE 7-16. The existing lateral force resisting system of the structure is therefore allowed to remain unaltered. "Jrmproving the PRINCIPAL lnfras&uclure of our tVorld" PRINCIPALEngineerine Pope 3 or 3 Conclusion To the best of my professional knowledge and belief, the subject construction and photovoltaic system installation will be in compliance with all state and Local building codes and guidelines in effect at the time of our review. Limitations: Engineer's assessment of the existing structure is based on recent field reports and current photographs of the elements of the structure that were readily accessible at the time of inspection. The design of the solar panel racking (mounts, rails, connectors, etc.), connections between the racking and panels, and electrical construction related to the installation are the responsibility of others. The photovoltaic system installation must be by competent personnel in accordance with manufacturer recommendations and specifications and should meet or exceed industry standards for quality. The contractor is responsible for ensuring that the solar array is installed according to the approved plans and must notify the engineer of any undocumented damage or deterioration of the structure, or of discrepancies between the conditions depicted in the approved plans and those discovered on site so that the project may be reevaluated and altered as required. Engineer does not assmne any responsibility for improper installation of the proposed photovoltaic system. t s uii �a �4 I�u�I�ioi MANDEVILLE, LA 70471 985.624.5001 ■O r FLORIDA 30649 MERCHANTVILLE CIRCLE 741-11 wl WITH ENPHA 7 1-1011 4 ---- -------- - I I N W� E SITE PLAN SCALE: 1/1619 ® 11-011 9 (20) CANADIAN SOLAR INC. CS3N-395 (20) ENPHASE IQ8 PLUS-72-2-US i (N) ENP SE COMBINER PANEL WIT 4/4C IT ENPHASE IQ GATEWAY (N) VISI LE LOCKABLE LABELED 4 AND NO -FUSED AC DISCONNECT (UTILI DISCONNECT) (E) UTILI METER (E) MAI SERVICE PANEL (INSID HOUSE) TOTAL ROOF SQUARE FOOTAGE IS: 301594 FT 2 TOTAL ARRAY SQUARE FOOTAGE IS: 468 F72 % COVERED BY SOLAR IS: 15.52% 10FI'll* 11A OWA111114 TIM W IN ISS'eft-Iffl-al - PROPERTY LINE FJ_B - JUNCTION BOX - SKYLIGHT (ROOF OBSTRUCTION) - CHIMNEY (ROOF OBSTRUCTION) 0 1` - VENT, ATTIC FAN (ROOF OBSTRUCTION) 22171 MCH RD MANDEVILLE, LA 70471 PHONE: 9152011490 PROJECT NAME & ADDRESS ERNEST ANTHONY CALLAHAN 7963 MERCHANTALLE CIRCLE,ZEPHYRHILLS, FL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: .it KW AC PRINCIPAL Engineeri I ngy D s vo 11 ,6v% 01FRA C, E 0 STATE OF 011419 C$ PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM FLORIDA FIRM NO. 30649 SHEE■ T TITLE SITE PLAN la,fTIATITA 121162022 SHEET NUMBER A-101 LEGEND rE S, 7 FIRE SETBACK ------- PROPERTY LINE FJ7B - JUNCTION BOX - SKYLIGHT (ROOF OBSTRUCTION) - CHIMNEY (ROOF OBSTRUCTION) 0 F - VENT, ATTIC FAN (ROOF OBSTRUCTION) (N) VISIBLE LOCKABLE LABELED AND NON -FUSED AC DISCONNECT (UTILITY DISCONNECT) (E) UTILITY METER (E) MAIN SERVICE PANEL (INSIDE HOUSE) lr W-iQ- E 11 ELECTRIUAL PLAN- SCALE:3/32" ® V-011 m 5 co I al- FASW.11 n ruTo Wki WNW, FL 33540 �04 � SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PMCIPAL Engineering A svvo's 8- H 0 u'G1 -%o c i N No. 64501 F PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM DRAWN DATE 12/16/2022 DRAWN BY RBT SHEET NUMBER A-1 02 ARRAY 1 TILT- 30 DEG AZIMUTH with ASCE 7-16 1ATIt 4cl)6�3 F_ b)Noti Engineer immediately if conditi prevent installation per plan. Building Code. ARRAY2 TILT- 30 DEG AZIMUTH - 180 1 I F.117 =mn wlm Ki M� ATTACHMENT PLAN SCALE: 1/8"=l'-O" j CLAMP UNIRAC FLASHLOC -RAIL - COMPOSITE SHINGLE @ 112"OC. HaMENNIM F w :11010 =1111-32=0101M FL 33540 SYSTEM SIZE DC SIZE.- 7.900 KW DC-(STC) AC SIZE: 5.800 KW Ac PRINCIPAL Ei�gtneeringy- DWRA 00 STATE OF I&.- "� 10 10 NORIO PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM NXIANIHIM DRAWN DATE 12/16/2022 DRAWN BY RBT SHEET NUMBER A-1 03 1 1-011 M 1 1-T E CONTRACTOR ROOF SECTION(S) 1", our I 0l ROOF MATERIAL - COMPOSITE SHINGLE 22171 MICH RD �ROOF `I RAFTER SIZE - 2"X6" MANDEVILLE, LA 70471 O.C. SPACING - 24" PHONE: 9152011490 ROOF MATERIAL - PROJECT NAME & ADDRESS ERNEST ANTHONY < ROOF 2 COMPOSITE SHINGLE RAFTER SIZE - 2"X6" CALLAHAN O.C. SPACING - 24" 7963 MERCHANTALLE Ali dime ions and information provided byADT Solar inspection CI RCLE,ZEPHYRH ILLS, ROOF 1 FL 33540 COUNTY:-PASCO COUNTY SYSTEMSIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC 'A PRINCIPAL Engineering FeTi-Tdom I (CME) "Its, #a##,,* + % %0, W. 719 rg 00 STATE OF AV Z* 04ORIO PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.624.5001 INFO@PI-AEC.COM DRAWN DATE 12/16/2022 DRAWN BY RBT SHEET NUMBER A-1 04 THE LABEL SHALL BE REFLECTIVE, WITH ALL LETTERS CAPITALIZED AND HAVING A MINIMUM HEIGHT OF 3/8 IN. (9.5 MM), IN WHITE ON A RED BACKGROUND. ESORMATIT011041--li Solar- -, W_m FL 33540 COUNTY:-PASCO COUNTY SYSTEM SIZE DC SIZE: 7.900 KW DC-(STC) AC SIZE: 5.800 KW AC PRINCIPAL Engineering DvosB Ho 0 No64501 Xi iF Jo PRINCIPAL ENGINEERING, INC. 1011 N. CAUSEWAY BLVD. STE 19 MANDEVILLE, LA 70471 985.6245001 INFO@PI-AEC.COM Nv UTILITY METER SHEET TITLE MAIN SERVICE PAN (INSIDE HOUSE) PLACARD UTILITY METER DRAWN DATE 12/16/2022 A' N SERVICE PAN OUS JNSDEHE DRAWN BY RBT PV ARRAY SHEET NUMBER E-603