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HomeMy WebLinkAbout19-22085 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22085 ELECTRICAL PERMIT -PERMIT INFORMATION LOCATION INFORMATION Permit#:22085 Issued: 11/26/2019 Address: 5203 17TH ST Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRIC SERVICE/NEW Township: Range: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 23,240.00 Total Fees: 300.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 300.00 Date Paid: 11/26/2019 Parcel Number: 11-26-21-0010-19600-0070 CONTRACTOR INFORMATION OWNER INFORMATION Name: SUNRUN INSTALLATION SERVICES INC Name: WOLFE, KEITH LAMAR Addr: 5208 TAMPA WEST BLVD Address: 5203 17TH ST TAMPA FL 33634 ZEPHYRHILLS, FL 33542 Phone: (732)552-6133 Lic: Phone: 813-957-6701 Work Desc: INSTALL PV ROOF MOUNT SOLAR APPLICATION FEES ELECTRICAL FEE 210.00 BUILDING FEE 90.00 INSPECTIONS R QUIR 1 ROUGH ELECTRIC V CONSTRUCTION POLE 1}Jj PRE-METER / FINAL 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 such 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 permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. ;�7 ONTRACTOR PER OFF[ ` PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - S HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER \ 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received '/'e- / Phone Contact for Permitting / / d 9 — �p7N / Owner's Name f{ i�11 W 0 1+ Owner Phone Number 57—l�?� Owner's Address I S2o3 /7 ZC h !HrP S 375 JT Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 1 JOB ADDRESS 5 Zd- q1 f�7�h 5� Z�7�1l / �7 r S 3 5 LOT# SUBDIVISION Sec ��' I�ZEll PARCEL ID# 00110— f y'&0C'_ 0070 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN 0 Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER I C&o rnoOnw-st S44e r TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK _I I/ 4,0C 50Ic-,- �G S Co �{�✓ BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ I'Qf 5 qd VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 7 av AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ fy Z WJ / 1 ,// =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION C ( =GAS = ROOFING = SPECIALTY = OTHER (/ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER ��,✓� � Olt71P Y SIGNATURE REGISTERED Y/ N FEE CURREN Y/N !� Address 52v� �u•� G(wes� RI✓ �un+ �rL 3G3� License �1.p�- J , I. n lry n ELECTRICIAN LL�c� 1� �I�PANY -- ELECTRICIAN ((V// a REGISTERED Y N FEE CURREN i Y/N Address Sw 6cn, w s. Blvd ?k fL 3-3(r3� License# r `,4 PLUMBER COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# � � � � � � ' iiiI � 1 � 1111ulliliii1 [ l1 � 1 � 1 � � 11I � II � ll � � l1l � l � � I I I � � � t � � � RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;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. . . . . . . . . a . . I 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) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more res(rictive 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", I is understood that a drainage plan addressing a "compensating volume"will be submitted at time of pe itting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swam to(or affirmed)before me this Subscribed and svldm to r affirme before me this by rnn. &Pn.r-r Who is/are personally known to me or has/have produced Who' re personally k m r has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stampe `%,....... M ATT H E W S GROSSMAN Mp PU g=� State of Florida-Notary Public •� Commission # GG 143800 +4 oa°r My Commission Expires '� 10 September 17, 2021 S n r "j, L�7- L fl, 595'Market Street ?nth FiUUr San Pran.clscc),".CA 94i05 City Of Z b' --'h- p yr . i Contractor Affidavit To Whoi-n It May Concern, 1, Paul Joyce, Contractor License EC13007964, hereby authorize the following to act as my agents) in obtaining permits in The City of Zephyrhills,Florida. Joel Kemnitzer Samantha Hernandez Jennifer Funaro Katie Funaro Matthew Grossman Best regards, CECILIA LORENZO -NOTARY PUSUC OF NEW ii COmM.#2455200'1*1* MYCOMMISSIOnExpims ........ Pt City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: r—" Date Received: l ( —1 9 Site: S-ZO 3 Permit Type: �vtiQ S-b jtZ,— L/ Approved w/no comment Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall b pt with the permit and/or plans. NOV' 2 Kalvi itzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) _ pr PermitNo. - ------ - - ---- --..ParceilDNo- I- - -i- - -�.C3--J' v.GG.� -- _ NOTICE OF COMMENCEMENT State of f L County of �4 S t_Q 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: Q 1. Description of Property: Parcel Identification No.-C 1- �s V G T 7 h►,'Y N r 1 I I S �B� + G S�•LOOS 7^9 181.O C y f9 Street Address: 5 Z V-3 17 4"' S}re-eh 2 e P Ili 14 r FI i I I S _ F L,3 j Sy 2 2. General Description of Improvement _Ttn 5+(A 11�lnq r 1� �"()6� (�ou'-d- �t S0I0.Or 3. Owner Information or Lessee information If the Lessee contracted for the improvement: i-0 Z G ;a Xe-zzq It -'7Lt/aJ P 7 J I rn x a v, T Name / /7 Gt°Q/J Ny h/i��C O w Address City State n Al Interest in Property: 0 L h'G-, O ' .N. C < m fO Name of Fee Simple Titleholder. C-= m En .. (If different from Owner listed above) f0 m N N Address ���� City State n„(n V Q 4. Contractor. M O 3 5 Zo,�Na7CA kQfA .. 1+ - f31v dam Aa _ L x'� Address V �f r J Cf �/ City State M N m Contractor's Telephone No.: D�7 -! -7 a- 67 ( 9& j N ..0 to O � 5. Surety: m CC3�.+ Name t+• O CQ Address City State 1-3 •') Amount of Bond: $ Telephone No.: I,O_ t9 m r` 0 fi. Lender. M m m Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: a. In addition to himself,the owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRS' IN ECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C I OMMENCNG W R R RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing is commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO X Sig f O er or Lessee,or Owners or a e's Authorized Offic r eyteartner/Manager X Sign"Title/Office /+ The foregoing instrument was acknowledged before me this day of /C 2011q by KC��� WO/f•C as 6t�>ti (type of authority,e.g.,officer,trustee,attorney In fact)for (nam of;P/,-, rty on behalf of m insW nt s exe et1j. Personally Known❑OR Produced Identification L7 Notary Signature Type of Identification Produced li Name JOHNNIE G..GONZALEZ -- �=Notary Public-State of Florida =� t= Commission #GG 287676 =. orrrnr�W�, My Commission Expires err+ January 01, 2023 wpdata/bcs/noticecommencement pc053048 In qGd-We Trust FF AITATF OF FLO"'rl A. Cnt2l�'TY OF!",9CO 'I H 18 TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FIE OR OF PUBLIC RECORD 11\1 THIS OFFICE WITNES,li.1W HAND AN C -FIC)ALSEALIHIS DAY OF_ 2 t) 19 r- CCE C W -ROLLER DEPUTY CLERK PZH structural October 23,2019 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:19-11666 Client:Keith Wolfe-802R-203WOLF Address:5203 17th St.,Zephyrhills,FL 33542 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x4 @ 24"o.c.-SPF#2 at ARRAY 1.The top chords are sloped at approximately 25 degree and have a maximum projected horizontal span of 5 ft 11 in between load bearing supports. Design Criteria: • Applicable Codes=2017 Florida Building Code,6th Edition,ASCE 7-10,and NDS-15 • Ground Snow Load=0 psf;Roof Snow Load=0 psf ARRAY 1 • Roof Dead Load=6.6 psf ARRAY 1 • Basic Wind Speed=145 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore, no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 2017 Florida Building Code,6th Edition. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE,Inc.-Structural Engineers Roseville, CA \���1111111111///� • r No. 735 2 STAT_xp ORI '),///liii'i110�� 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 10/23/2019 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment PZd structural October 23, 2019 ENGINEERS Sunrun Inc. 133 Technology Dr, Suite 100 - Irvine, CA, 92618 - - - - Attn.:To Whom It May Concern re:Job 19-11666 : Keith Wolfe-802R-203WOLF - The following calculations are for the structural engineering design of the photovoltaic panels located at 5203 17th St.,Zephyrhills;FL-33542-.-After-review; PZSE,-Inc:-certifies that the roof-structure-has sufficient- -- - - structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate to call. QQr E NSF•,,gyp Prepared By: No. 7352 f • PZSE, Inc. -Structural Engineers Roseville, CA �: STATE F S,S 10/23/201.9 ALL WORK SHALL_ - - -- --- - ----- -- - - 1�10A---- SUV)7 �,,� wz�ll,ING-- -- NATIONAL ELECTRIC;": . r'�, AND THE CITY Opp; ORDINANCES DAT ,� �ZEPHYRM 0� 1478 Stone Point Drive, Suite 190, Roseville, CA 95 SIT EXAMINER 9 T 916.961.3960 F 916.961.3965 W www.ozse.com Experience I Integrity I Empowerment Project: Keith Wolfe -- Job#: 19-11666 Date: 10/23/2019 Engineer: DW Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= psf CQ=Exposure-Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1.1 (ASCE7-Table 7-3) I=Importance Factor= 1 pf=0.7 Ce Ct I pg psf (ASCE7-Eq 7-1) where-pg<_20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x I= N/A Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15 --- Therefore,pf=Flat Roof Snow Load= psf p5=CSpf (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Ps=Sloped Roof Snow Load= _0.0 psf ARRAY 1 ! PV Dead Load=3 psf(Per Sunrun Inc.) r- _ _ Roof Live Load`= — _ _ 18.40 psf — _ ARRAY 1 Note:Roof live load is removed in area's covered by PV array. r.. Roof Dead Load ARRAYA Composition Shingle 4.00 Roof Plywood 1.50 2x4 Top Chords @ 24"o.c. 0.48 Vaulted Ceiling 0.00 Ceiling Not Vaulted Miscellaneous 0.02 Total Roof DL ARRAY 1 6.0 psf DLAdjusted to 25 Degree Slope 6.6 psf 2 of 5 Pill . 7 Project: Keith Wolfe -- Job#: 19-11666 ` Date: 10/23/2019 Engineer: DW Wind Calculations Per ASCE 7-10 Components and Cladding T:Input Variables Wind Speed 145 mph Exposure Category C Roof Shape Gable Roof Slope 25 degrees Mean Roof Height 14 ft Building Least Width 40 ft Effective Wind Area 10.0 sf Roof Zone Edge Distance,a 4.0 ft Controlling C&C Wind Zone Zone 2 Design Wind Pressure Calculations Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz* Kzt*Kd*VA2- (Eq.30.3-1) Kz(Exposure Coefficient)= 0.85 (Table 30.3-1) Kzt(topographic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 145 mph (Fig.26.5-1A) Risk Category= II (Table 1.5-1) qh= 38.9 psf 0.6*qh= 23.33 Standoff Uplift Calculations_ Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.70 -2.60 0.48 Uplift Pressure= -21.00 psf -39.67 psf -60.67 psf 16.00 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 6.00 6.00 3.00 Longitudinal Length= 3.33 3.33 3.33 Attachment Tributary Area= 20.00 20.00 10.00 Attachment Uplift= -384.00 -757.00 -589.00 Lag Screw Uplift Capacity Check Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 205 Ib (NDS Eq 12.2-1) Allowable Withdraw Capacity= 820 Ib (NDS Eq 11.3-1) 820 lb capacity>757 lb demand Therefore,OK _ - Lag Screw,Shear Capacity Check Embedment Depth Reduction Factor 1 Lateral Force from Gravity Loads= 26 Ib Attachment Lateral Capacity= 250 Ib (NDS Table 12K) 250 lb capacity>26 lb demand Therefore,OK 3 of 5 Project: Keith Wolfe -- Job#: 19-11666 Date: 10/23/2019 Engineer: DW Framing Check ARRAY 1 PASS w=56 plf Dead Load 6.6 psf PV Load 3.0 psf Live Load 18.4 psf 2x4 Top Chords_@ 24"owc Member Span=5'-11" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 28.0 psf Member Properties Member Size S(inA3) I(in A4) Lumber Sp/Gr Member Spacing 2x4 3.06 5.36 SPF#2 @ 24"o.c. Check Bending Stress• Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.25 x 1.5 x 1.15 Allowed Bending Stress=1886.7 psi Maximum Moment = (wLA2)/8 = 245.086 ft# = 2941.04 in# Actual Sending Stress=(Maximum Moment)/S =960.4 psi Allowed>Actual--51%Stressed -- Therefore,OK Check Deflection _ Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = 0.394 in Deflection Criteria Based on - Continuous Span Actual Deflection(Total Load) _ (w*LA4)/(185*E*I) = 0.086 in = L/826 < L/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.295 in Actual Deflection(Live Load) _ (w*LA4)/(185*E*I) 0.057 in L/1246 < L/240 Therefore OK - - - - - - - ---- - -Cheek Shear - - Member Area= 5.3 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 709 lb Max Shear(V)=w*L/2 = 1661b Allowed>Actual•-23.4%Stressed -- Therefore,OK 4of5 i Project: Keith Wolfe -- Job M 19-11666 r Date: 10/23/2019 Engineer: DW Lateral Check: 2017 Florida Building Code, 6th Edition Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 2360 sf 6.6 psf 15576 lb Ceiling 2360 sf 6.0 psf 14160 lb Wood Siding 924 sf 5.0 psf 4620 lb (9.5'Wall Height) Int.Walls 462 sf 1 6.0 psf 2772 lb Existing Weight of Effected Building 37128 lb Proposed Weight-of PV.System Weight of PV System (Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 591 sf Approximate Total Weight of PV System 1773 lb 10/Comparison 10%of Existing Building Weight(Allowed) 3713 lb Approximate Weight of PV System(Actual) 1773 lb Percent Increase 4.8% 3713 lb>1773 lb,Therefore OK Per IEBC 402.4&403.4,ASCE 7-10 11b.4 the increase in the lateral demand/capacity ratio of the existing structure due to the installation of the PV system is less than 10%.Therefore,the existing structure may remain unaltered. 5 of 5 rSin Ie P:haSe InVerto g with H ' ' D-Wave Tech nol0 gy _ m for:North America SE3000H=US:/ SE3800H=US / SE5000H=US / SE6000.H:=:US / . SE7600H=US / SE10.000H-US /-SE11400H=.U.S .... .. 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Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 1 400 Vdc Maximurn Input Current @240V121 8.5 10.5 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208Vr-r - 9 - 13.5 - 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V 98.5 @ 208V Nighttime Power Consumption <2.5 W *For other regional settings please contact SolarEdge support *A higher current source may be used;the inverter will limit its input current to the values stated LG Innovation for Life's Good ■ ■ t LG Ne N-2 LG's new module,LG NeONT"2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires T APRROVEDRROOIIT to enhance power output and reliability.LG NeONT'"2 DVE 1 vs C C 60 cell demonstrates LG's efforts to increase customer's values bey nd efficiency.It features enhanced warranty,durability, Intertek pe ormance under real environment,and aesthetic design suitable for roofs. Enhanced Performance Warranty •• High Power Output LG NEONT"2 has an enhanced performance warranty. ° Compared with previous models,the LG NEONT"'2 The annual degradation has fallen from-0.6%/yr to has been designed to significantly enhance its output -0.55%/yr.Even after 25 years,the cell guarantees 1.2%p efficiency,thereby making it efficient even in limited space. more output than the previous LG NeONT"'2 modules. Aesthetic Roof ® Outstanding Durability LG NeONT"'2 has been designed with aesthetics in mind; With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance. the warranty of the LG NeONTP12 for an additional The product may help increase the value of 2 years.Additionally,LG NeONT"'2 can endure a front a property with its modern design. load up to 6000 Pa,and a rear load up to 5400 Pa. Better Performance on a Sunny Day Double-Sided Cell Structure �•� LG NeONTA12 now performs better on sunny days thanks The rear of the cell used in LG NeOW"2 will contribute to to its improved temperature coefficiency. generation,just like the front,the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program in 1985,supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released the first Mono X®series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter.In 2013,LG NeON-(previously known as Mono Xo NeON)won"Intersolar Award';which proved LG is the leader of innovation in the industry. LG Ne®N z Mechanical Properties Electrical Properties(STC*) Cells 6x10 Module, LG335N1C-AS LG330N1C-A5 LG325N1C-A5 Cell Vendor, _ LG Maximum Power(Pmax) 335 330 325 Cell Type Monocrystalline N-type MPP Voltage(Vmpp) 34.1 33.7 33.3 Cel(Dimensions 161.7 x 161.7 mm/6-inches MPP Current(Impp) 9.83 .9.8 9.77 a of Busbar 12(Multi Wire Busbar) Open Circuit Voltage(Voc) 41.0 40.9 40.8, . Dimensions(L x W x H) 1,686 x 1016 x 40 mm Short Circuit Current(lsc) 10.49 10.45 16.41 66.38 x 40 x 1.57 inch Module Efficiency 19.6 19.3 19.0 Front Load 6000Pa Operating Temperature -40-+90 Rear Load 5400Pa Maximum System Voltage 1,000 Weight 18 kg Maximum Series Fuse Rating 20 Connector Type MC4 Power Tolerance(%) 0-+3 Junction Box IP68 with 3 Bypass Diodes "STC(Standard Test Condition)Irradiance 1.000 W/m-,Ambient Temperature 25°C,AM 1.5 Cables 1000 mm x 2 ea 'The nameplate power output L measured and determined by LG Electronics at its sole and absolute discretion. `The Typical change in module efficiency at 200W/m',n relation to 1000W/m2 is-2.0%. Glass High Transmission Tempered Glass Frame Anodized Aluminium Electrical Properties(NOCT*) Certifications and Warranty Module LG335N1C-A5 LG330N1C-A5 1.133251,11C-AS Certifications IEC 61215,IEC 61 73 0-1/-2 Maximum Power(Pmax) 247 243 240 UL 1703 MPP Voltage(Vmpp) 31.5 31.2 30.8 IEC 61701(Salt mist corrosion test) MPP.Current(Impp) 7.83 7.81 7.78 IEC 62716(Ammonia corrosion test) Open CircuitVoltage(Vac) 38.2 38.1 38.0 ISO 9001 Short Circuit Current(Isc) 8.44 8A1 8.38 Module Fire Performance(USA) Type •NOC7(NominalOperatingCell Temperature)Irradiance 800W/m',ambient temperature 20°C,wind speedtm/s Fire Rating(CANADA) Class C(ULC/ORD C1703) Product Warranty 12 years Output Warranty of Pmax Linear warranty** Dimensions(mm/in) '•1)1 st year:93%,2)After 2nd year,0 55%annual degradation,3)25 years.64.8% Temperature Characteristics NOCT 45±3°C Pmpp -0.37%/°C Voc -0.27%/°C Isc 0.03%/°C Characteristic Curves " TF Q 1000W a 80ow u 60ow 400W 20OW 2 I 1 V°Itage(V) el �i 3 0 5 ,0 Is 20 25 30 35 40 - a x a Isc o ,cp 2 ap ... .... ...... ........ .. ._.. ...._ _._._.._.._..__. __�`±r.. pir. 60 8 i 1 20 Umpe u.('C) -40 Z5 SO North America Solar Business Team Product specifications are subject to change without notice. ■® ■ LG LG Electronics USA.Inc Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 •. �IIti1�r Copyright©2017 LG Electronics.All rights reserved. Innovation for a Better Life Contact:Ig.solar@tge.com 01/01/2017 www.igsolarusa.com . ❑ / Single Phase Inverter Wit H D-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optionalr' Inverter Commissioning with the SetApp mobile application using built-in Wi-Fi station for local connection Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect 2017 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG 3/4"minimum/14-6 AWG 3/4"minimum/14-4 AWG Range DC Input Conduit Size/#of Strings/ 3/4"minimum/1-2 strings/14-6 AWG 3/4"minimum/1-3 strings/14-6 AWG AWG Range Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 In/ (HxWxD) mm Weight with Safety Switch 22110 25.1/11.4 26.2/119 38.8/17.6 lb/kg Noise <25 1 <50 dBA Cooling Natural Convection Operating Temperature Range -40 to+140/-40 to+60'} T/-C Protection Rating NEMA 4X(Inverter with Safety Switch) rI Revenue grade inverter P/N:SExxxxH-US000BNC4 "Full power up to at least 50'C/122'F,for power de-rating information rtlfar to:https:H/ i.sclaredoe.com/sites/default/files/se-temperature-deratinci-note-na.pdf ®SolarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All T Ro L� n other trademarks mentioned herein are trademarks of their respective owners.Date:1/R019N01/ENG NAM.Subject to change without notice. SNAPNRACK RL UNIVERSAL FLASHTRACK COMP MOUNTING REVISION: ¢%0"S.S.UMBRELLA LAG'SCREW 1 5/1/2019 NEW DETAIL • o _ EMBED 03(6"UMBRELLA LAG SCREW 2-1/2"INTO THE ROOF FLASHTRACK STRUCTURAL MEMBER/RAFTER COMP - - FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL UMBRELLA GASKET (SHADED GRAY) A ROOFING COMP FLASHING MATERIAL (HATCHED) 0%6"S.S.UMBRELL LAG SCREW 244"MINIMUM EMBEDMENT ROOF SHEATHING FLASHTRACK COMP RAFTER COMPLETED INSTALLATION COMP FLASHING DETAIL A SECTION VIEW SLIP.FLASHING ABOVE SHINGLE ABOVE FLASH TRACK SHOULD BE INSTALLED PARALLEL TO RAFTER i ROOFING MATERIAL FLASHING SHOULD NOT EXTEND PAST END OF SHINGLE COURSE COMP FLASHING i FLASHTRACK COMP i PILOT HOLE 1 ROOF DECKING ROOF RAFTER(TYP.) �r ROOF ATTACHMENTS SHALL ROOF SHEATHING,UNDERLAYMENT, BE EMBEDDED INTO AND ROOFING MATERIAL \ ROOF RAFTERS OR OTHER (TYP.) ROOFING STRUCTURAL MEMBERS MATERIAL • 2-1/2"MIN.EMBEDMENT INTO RAFTER OR STRUCTURAL MEMBER COMPLETED INSTALLATION S © [r Sunrun South LLC DESIGNER: B.PETERSON SCALE: NTS DRAWING NUMBER: DESCRIPTION: REV: °"^a E„�„nTM " °""°"°"°�"" "^'°� RL UNIVERSAL,ATTACHMENT DETAIL s�.+sismcsw.rxuisi sauam DRAFTER: D.RYAN DETAIL,SNR-DC-00369 00369 Sr UnUig SoLltir II,. L '" ' ""-"'" °'"°"' °'"""'""""° "°°'""'"'-°" ' " °"" DATE: 5/1/2019 FLASHTRACK ON COMP wns»cmxirxrorsuewa,:,,,,"„ APPROVED BY: BYETERSON SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION • SYSTEM SIZE: 10560W DC, 10000W AC •ALL WORK SHALL COMPLY WITH FBC 6TH EDITION 2017, MUNICIPAL CODE,AND SOLAR MODULES • MODULES:(32) LG ELECTRONICS: LG330N1C-A5 ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE PV 1.0 COVER SHEET • INVERTER(S): PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014. SITEPLAN • (1)SOLAREDGE TECHNOLOGIES:SE10000H-US WITH • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014. REVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL • PV-3.0 LAYOUT • RACKING:SNAPNRACK RLU; RL UNIVERSAL,MOUNT KIT, GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. PV-4.0 ELECTRICAL SEE DETAIL SNR-DC-00369 • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SNR MOUNT • INVERTER CONFORMS TO AND IS LISTED UNDER UL_1741. SP SUB-PANEL PV-5.0 SIGNAGE RACKING - --- • CONFORMS TO AND IS LISTED UNDER UL 2703. SNR MOUNT&SKIRT • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II MODULES,ARE CLASS A FIRE RATED. O LC PV LOAD CENTER mi CHIMNEY •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). _ •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER ATTIC VENT •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 10.45 AMPS MODULE SHORT CIRCUIT CURRENT. - -r��1�f LUSH TTIC VENT • 16.32 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)]. PM DEDICATED PV METER o _ PVC PIPE VENT INVERTERS)WITH 0_INV METAL PIPE VENT INTEG__RATED DC` __�._��—__-- DISCONNECT AND AFCI CD T-VENT AC AC DISCONNECT(S) SATELLITE DISH DC DISCONNECT(S) FIRE SETBACKS CB COMBINER BOX <: HARDSCAPE 111 O T 7I INTERIOR EQUIPMENT -PL- PROPERTY LINE LL ]J SHOWN AS DASHED SCALE: NTS A AMPERE sunrun AC ALTERNATING CURRENT FOR STRUCTURAL ONLY AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP �II1111111// ��`� K. Zq �"i, COMP COMPOSITION ��Q � * N•S Ch' ,�� DC DIRECT CURRENT EC13007J64 ` `*'*«�.`�'� * ,- (E) EXISTING 5208 TAMPA W BLVD,TAMPP FL 33634 i �^Sy ` _ - - �' - ► ^* N 73522 >A'� EXT EXTERIOR oE0 o. FRM FRAMING * = I INTERIOR CUSTOMER RESIDENCE: STATE = LBW LOAD BEARING WALL KEITH WOLFE EXP.O2/28/ 1 :� MAG MAGNETIC 5203 17TH ST,ZEPHYRHILLS, FL, MSP MAIN SERVICE PANEL 33542 ijSS+•«.. ...** C�C�� (N) NEW NTS NOT TO SCALE TEL.(813)957-6701 -S2O3 171$, . �� OC ON CENTER APN#:21-26-11-001.0-196.00-007.0 U' PRE-FABRICATED v III 10/23/2019PROJECT NUMBER: PRE-FAB PSF POUNDS PER SQUARE FOOT �`' PV PHOTOVOLTAIC 802R-203WOLF ORMERLESS DESIGNER: (415)580-6920 ex3 = TL TRANSF TYPICA TYP L V VOLTS TYLER GOLD WATT W S SHEET . _ REV NAME DATE COMMENTS COVER SHEET : - - - - REV:A 10/21/2019 PAGE PV-1.0 SITE PLAN-SCALE=1/16"=1'-0" ARRAY TRUE MAG PV AREA PITCH AZIM AZIM (SQFT) AR-01 25° 180° 189° 590 (N)ARRAY AR-01 PL PL PL PL PL PL - - - - - (E)FENCE - a (E) RESIDENCE J a .d a e ® I- - - n .Q a _ e sunrun (E)GATE EC13007964 5208 TAMPA W BLVD,TAMPA,FL 33634 PHONE 0 FAX 0 PL PL PL PL PL PL CUSTOMER RESIDENCE: AC� KEITH WOLFE AC MPI 520317TH ST,ZEPHYRHILLS, FL, AC 33542 INV SE (E) DETACHED � TEL.(813)957-6701 STRUCTURE till i Z/ APN#:21-26-11-001.0-196.00-007.0 � ,EIVS' PROJECT NUMBER: � ** \' F " . 802R-203WOLF * No. 7352 * * + = DESIGNER: (415)580-6920 ex3 TYLER GOLD STATE 1;o*** EXP. 2 81 21 i*:1,142 SHEET ''�:F*• RIOP.='��'��`� SITE PLAN REV:A 10/21/2019 10/23/2019 PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF ROOF FRAME FRAME TYPE MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA HEIGHT EXPOSURE MATERIAL SPAN SPACING ZONE SPACING OVERHANG MODULES: AR-01 COMP SHINGLE-RLU RL UNIVERSAL, MOUNT KIT, SEE DETAIL 1 STORY ATTIC WOOD 2X4 PRE-FABRICATED TRUSSES 6'-6" 24" 3.2' 6'-0" 2'-0" LG ELECTRONICS: LG330N1C-A5 SNR-DC-00369 MODULE DIMS: D1 -AR-01 -SCALE: 3116"=1'-0" 66.38"x 40"x 1.57"(40mm) MODULE CLAMPS: PITCH:25° Portrait: 7.9"-15.7" AZIM: 180° Landscape: 0"-4.7" MAX DISTRIBUTED LOAD:3 PSF SNOW LOAD: 0 PSF WIND SPEED: 145 MPH 3-SEC GUST. S.S. LAG SCREWS: 5/16"x4.0":2.5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED SPANS,AND NOTIFY E.O.R. OF 50'-3" 1 DISCREPANCIES ANCIES BEFORE _ PROCEEDING. 1' PENETRATION SPACING: FULLY STAGGERED 6'TYP ROW SPACING: 0.75"BETWEEN ROWS COLUMN SPACING: O 0.75"BETWEEN COLUMNS 16'-11" O 16'-2" sunrun EC13007964 2'-7" 5208 TAMPA W BLVD,TAMPA,FL 33634 I PHONE 0 ____ FAX 0 26'-2" 11'-2" 11'-2" CUSTOMER RESIDENCE: KEITH WOLFE 5203 17TH ST,ZEPHYRHILLS, FL, 33542 TEL.(813)957-6701 \'t" 1 ZqC,, APN#:21-26-11-001.0-196.00-007.0 ?�•`�GENS**'y��ii�� PROJECT NUMBER: \ / \ F . •� . *. .** . 802R-203WOLF No. 522 DESIGNER: (415)580-6920 ex3 - TYLER GOLD *** EXP.o2/z2. , �/� SHEET ''��'�*''•F�oRroP,*;G��`;�� LAYOUT '/pS'ONAL ' '�`` REV:A 10/21/2019 1111111 10/23/20 PAGE SEE SITE PLAN FOR NORTH ARROW 19 PV-3.0 • 120/240 VAC SINGLE PHASE SERVICE METER#: O DUKE ENERGY 3546847 UTILITY GRID SUPPLY SIDE TAP 1 EXISTING 200A (N)70A PV SOLAREDGE TECHNOLOGIES: C MAIN BREAKER LOAD CENTER (N)LOCKABLE SE10000H-US WITH REVENUE *NO LOADS TO BLADE TYPE GRADE METERING 1 BE INSTALLED* AC DISCONNECT 10000 WATT INVERTER JUNCTION BOX PV MODULES 60A BREAKER 3 3 2 OR EQUIVALENT 1 LG ELECTRONICS: LG330N1 C-A5 (32) MODULES � EXISTING + f/ OPTIMIZERS WIRED IN: ' ' MAIN V V : V V - (1)SERIES OF(16)OPTIMIZERS FACILITY PANEL (1)SERIES OF(16)OPTIMIZERS LOADS GRoua SQD QO24L70FCP, SQUARE D LOAD RATED DC DISCONNECT 70AMP, 120/240, 1PH DU222RB WITH AFCI, RAPID SHUTDOWN SOLAREDGE POWER OPTIMIZERS 2SP,4CR, NEMA-1 3R,60A,2P COMPLIANT P370 120/240VAC CONDUIT SCHEDULE NOTES TO INSTALLER: • 16 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. # CONDUIT CONDUCTOR NEUTRAL GROUND • CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 1 NONE (4) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. 2 3/4"EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 OR EQUIV. 2 6 AWG THHN/THWN-2 1 10 AWG THHN/THWN-2 1 8 AWG THHN/THWN-2 s u n ru n 3 3/4"EMT QU ( ) ( ) ( ) 4 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EC13007964 5208 TAMPA W BLVD,TAMPA,FL 33634 PHONED FAX 0 CUSTOMER RESIDENCE: KEITH WOLFE 5203 17TH ST,ZEPHYRHILLS, FL, FOR STRUCTURAL ONLY 33542 MODULE CHARACTERISTICS P320 OPTIMIZER CHARACTERISTICS: ���111IIit1/,,�� TEL.(813)957-6701 LG ELECTRONICS: LG330N1C-A5: 330 W MIN INPUT VOLTAGE: 8 VDC `� � K• ZAC,y1i,,� APN#:21-26-11-001.0-196.00-007.0 OPEN CIRCUIT VOLTAGE: 40.9 V �` P;««''CEN""'••«F � MAX INPUT VOLTAGE: 48 VDC Q . \ S' «'p i PROJECT NUMBER: MAX POWER VOLTAGE: 33.7 V MAX INPUT ISC: 11 ADC *"" 735 ««*: ''� SHORT CIRCUIT CURRENT: 10.45 A MAX OUTPUT CURRENT: 15 ADC ; N0. 802R-203WOLF * * _ DESIGNER: (415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER STAT TYLER GOLD SYSTEM SIZE: 10560 W ��_ oz/z zozi* ` SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 16 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 400 V ",)O j jA�111�``G`` MAX ALLOWABLE DC VOLTAGE: 480 V REV.A 10/21/2019 SYSTEM OPERATING CURRENT: 26.4 A SYSTEM SHORT CIRCUIT CURRENT: 30 A 10/23/2019 PAGE PV-4,0 INVERTER1 NOTES AND SPECIFICATIONS: • • • • •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE 110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR rfl-OrM '• • '• 26.4 IF REQUESTED BY THE LOCAL AHJ. rDOT RICAL SHOCK HAZARD FIMM: SHOCK HAZARD '• ' •• • 400 •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS,COLORS AND SYMBOLS. 480 •� •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TOUCH TERMINALS. AULT IS INDICATED • METHOD AND SHALL NOT BE HAND WRITTEN. TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED JJ1I30 •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE LABEL LOCATION: INVOLVED. THE OPEN POSITION UNGROUNDED AND ENERGIZED LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER,INVERTER/DC •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535.4-2011,PRODUCT SAFETY INVERTER(S),DC DISCONNECT(S). DISCONNECT IF REQUIRED BY LOCAL AHJ,OR SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. LABEL LOCATION: LABEL LOCATION: PER CODE(S)::CEC 2016:690.53,NEC 2017:690.53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. •DO NOT COVER EXISTING MANUFACTURER LABELS. INVERTER(S),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014:690.53,NEC 2011:690.53 PER CODE(S):IFC :CEC 2016:690.12,NEC 2014:690.12, COMBINER PANEL(IF APPLICABLE). ENCLOSURE(IF APPLICABLE). NEC 690.56,I 2012:605.11.1 PER CODE(S):CEC 2016:690.17(E),NEC PER CODE(S):CEC 2016:690.5(C),NEC 2014:690.17(E),NEC 2011:690.17(4) 2014:690.5(C),NEC 2011:690.5(C) ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC CONDUCTORS OF THIS SOURCES: UTILITY GRID PHOTOVOLTAIC SYSTEM ARE I i AND PV SOLAR ELECTRIC UNGROUNDED AND MAY BE ISYSTEM ENERGIZED LABEL LOCATION: LABEL LOCATION: INVERTER(S),DC DISCONNECTS. UTILITY SERVICE METER AND MAIN PER CODE(S):CEC 2016:690.35(F),NEC SERVICE PANEL. 2014:690.35(F),NEC 2011:690.35(F) PER CODE(S):CEC 2016:705.12(D)(3), NEC 2014:705.12(D)(3),NEC 2011: 705.12(D)(4) „w INVERTER OUTPUT CONNECTION I HOTOVOLTAIC SYSTEM DO NOT RELOCATE THIS COMBINER PANEL OVERCURRENT DEVICE DO NOT ADD LOADS LABEL LOCATION: LABEL LOCATION: ADJACENT TO PV BREAKER(IF PHOTOVOLTAIC AC COMBINER(IF S U fl I 1.1 fl APPLICABLE). APPLICABLE). PER CODE(S):CEC 2016: PER CODE(S):CEC 2016: 705.12(D)(2)(3)(b),NEC 2014: 705.12(D)(2)(3)(c),NEC 2014: 705.12(D)(2)(3)(b),NEC 2011:705.12(D)(7) 705.12(D)(2)(3)(c),NEC 2011:705.12(D)(4) EC13007%4 5208 TAMPA W BLVD,TAMPA,FL 33834 PHONED FAX 0 CUSTOMER RESIDENCE: KEITH WOLFE LABEL LOCATION: 5203 17TH ST,ZEPHYRHILLS,FL, INTERIOR AND EXTERIOR DC CONDUIT EVERY 1O FT, 33542 AT EACH TURN,ABOVE AND BELOW PENETRATIONS, FOR STRUCTURAL ONLY ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. TEL.(813)957-6701 PER CODE(S):CEC 2016:690.31(G)(3),690.31(G)(4),NEC 111111)lll� APN#:21-26-11-001.0-196.00-007.0 2014:690.31(G)(3),690.31(G)(4),NEC 2011:690.31(E)(3), ``�P�� 690.31(E)(4),IFC 2012:605.11.1.4 � ++*\CEN*S•+•+ ,p// PROJECT NUMBER: �� Q* F **•*\* 802R-203WOLF • a • • • No. 735 (415)580-6920 ex3 * * DESIGNER: * TYLER GOLD ;�; STATE � - ► EXP.02/28 2021 ** (/� SHEET LABEL LOCATION: /�'� * P * � SIG NAG E AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF // ***C��R��***C�� � '�� INTERCONNECTION. / ***+++**•* ` PER CODE(S):CEC 2016:690.54,NEC 2014:690.54,NEC 11111111111 REV:A 10/21/2019 2011:690.54 10/23/2019 PAGE PV-5.0