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HomeMy WebLinkAbout20-22797 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22797 ELECTRICAL PERMIT .:PERMIT INFORMATION LOCATION;INF-ORMATION`" ' Permit#:22797 Issued: 5/06/2020 Address: 5629 BEECH ST Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 8,644.50 Total Fees: 127.50 Subdivision: YINGLING ADDITION Amount Paid: 127.50 Date Paid: 5/06/2020 Parcel Number: 12-26-21-006B-00000-0040 CONTRACTOR INFORMATION OWNER INFORMATION`,` Name: SUNRUN INSTALLATION SERVICES INC Name: WULFERT, WILLIAM &ANN Addr: 5208 TAMPA WEST BLVD Address: 5629 BEECH ST TAMPA FL 33634 ZEPHYRHILLS, FL. 33542 Phone: (732)552-6133 Lic: Phone: (813)779-7029 Work_ Desc: INSTALLATION ROOF MOUNT SOLAR PVC APPLICATION FEES - ELECTRICAL FEE 127.50 INSPtCTI , QUIRED ROUGH ELECTRIC CONSTRUCTION POLE (� I /e PRE-METER FINAL U REINSPECTION FEES:(c)With respect to Reinspection fee 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 rinspection,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. CONTKACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �3-78.0-�021 City of Zephyrhills Permit Application Fax-813-780-0021 1 ���y[��p`�I�nI'}(�`�{, Building Department Date Received 2( Za Phone Contact for Permitting 1 7 0 q1,3 .07 A Owner's Name C// // j �} Owner Phone Number p 3- qG- CUrq Yv Owner's Address 5(9Z 86 CC T fells 335� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address G/ JOB ADDRESS S(� GC—4 51 ablor3 364 2 LOT# SUBDIVISION PARCEL ID# 2' ZCG-Z I-006 8-Dovoo-pogo (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADD/ALT = SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM [ OTHER ! C TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL Q I DESCRIPTION OF WORK U roe, U n`I-ed o 14,., '(,�/ . 7S ffW BUILDING SIZE I SQ FOOTAGE= HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION ZELECTRICAL $ _ AMP SERVICE Q PROGRESS ENE E GY Q W.R.E.C. Ky =PLUMBING $ v =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION `' 00c) rD =GAS = ROOFING Q SPECIALTY = OTHER � Pl FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO - 9 9 77 7 797119 9 F:3 i BUILDER COMPANY SIGNATURE R ISTERED Y/ N FEE CURREN Y/N ? Address 9 License# L) �d`/CL ELECTRICIAN COMPANY S u n run ( SIGNATURE C p 1 1 REGISTERED Y/ N FEE CURREN Y/N Address SZd 0 �6tM U3CST VOt '( 3�G F,G 13oo79�Y License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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. ' 999 • 9999999 fi9-0.-0 • Dtrecttons: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC 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 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 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"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 u derstand 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 i in Flood Zone "A", it is understo d that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which 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. W4RNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEN 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 all p` Subscribed and swom to(or affirmed)before me this Subscribed and svgm t affirm befor me this Cl)N by by nJ Can�d 'rnnn• Who is/are personally known to me or hasthave produced Who is/are personally known to me or hasthave produced to 3 as identification. 1"41.L as identification. a or D ° w -< 3iD c o f11 Notary Public Notary Public c 3 0 T--1 �30 °m V O Commission No. Commission No. a T r.> �0 14 sR 2 C X W M Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped O m m D Al X CIDI I "� -DO V too Cr i-i PLAAfAA City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: 'u Site: 2—q &&� Permit Type: py Aa,0-4t Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall ke the permit and/or plans. MAY p 2020 Kalvin Sw' e —P . s Examiner Date Contractor and/or Homeowner (Required when comments are present) INSTR##ZO2OO7,3`J1 5 OR BK 10097 PG 3012 Page 1 of 1 05/06/2020 01:23 PM Rcpt:2159444 Rec:10.00 DS:0.00 IT:0.00 ' Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No, Parcel ID No ��"ZG��z'�QV�+'�'00000'Q°4f 0 / NOTICE OF COMMENCEMENT State of L County of �Ii S CO 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 1. Description of Property: Parcel Identification No.$t»A14,#is m:!u Street Address: c2Q Cfl,z 2,0 r 2. General Description of Improvement rcllp V Y\ SOlft r 3. Owner Information or Lessee Information I the Lessee contracted for the improvement: Name 7 Address Aq r City t+t tSa Interest in Property: V WIN Name of Fee Simple Titleholder. (If different from Owner listed above) Address So r.ry r City State 4. Contractor. Zt3 'a m tr il.,D&u,AcSt 'AE V 1i 421 ncr_ Address I [� /r� City State ' Contractor's Telephone No.: 'y 7 D S. Surety Name Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address City Slate 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)(s)(7),Florida Statutes: Name Address City State d Telephone Number of Designated Person: 8. In addition to himself,the owner designates of,,,_ to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b),Florida Statutes, Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of co5stpttctio dad final payment to the contractor,but will be one year from the date or recording unless a different date Is specified}: Sj?z z 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 FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER ORAN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing noti ommenc and that the fads tad therein are true,to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OFPASCO Sig er or Lessee,or Own r Lessee's ulhorized Officer/Diredor/Panner/Manager 1A}m. R Signatory's Title/Offoo The foregoing Instrument was acknowledged before one thls day of as at o Ir►4,,' (typo of authority,e.g.,officer,trustee,attorney in fad)for . (name of pa ty n behalf of whom instrument was executed). Personally Known❑d$Produced Identification Notary Signature � --•"'�+ I Type ofIdentifiicationProduced _b Name(Pdni)'t'r '� 1`Y�-/ t: WON . .. 111t11tfffl ,}qH GONZALEZ 's. Public-State of Florida Notary•- Commisolon N GG 287878 =�� f d My Commission Expires wpdatarocstnoficecommencement pcM04s i trr++� January 01.2023 Data Sheet Enphase Microinverters Region-.AMERICAS Enphase The high-powered smart grid-ready Enphase IQ 7 MicroTm and Enphase IQ 7+ MicroTM Q 7 and I.Q 7+ dramatically simplify the installation process while • achieving the highest system efficiency. M ICI'OI nverterS Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy'", Enphase IQ BatteryTM, and the Enphase EnlightenTM monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. 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PZH structural - ENGINEERS March 27, 2020 Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:20-02920 Client:William Wulfert-802R-629WULF Address:5629 Beech 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 19 degree and have a maximum projected horizontal span of 5 ft 6 in between load bearing supports. • Composition Shingle over Roof Plywood is supported by 2x4 @ 24"o.c.SPF#2 at ARRAY 2.The top chords are sloped at approximately 19 degree and have a maximum projected horizontal span of 5 ft 6 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;0 psf ARRAY 2 • Roof Dead Load=4.2 psf ARRAY 1;4.2 psf ARRAY 2 • Basic Wind Speed=145 mph Exposure Category B As a result of the completed field observation and design checks: • ARRAY 1: New 2x4 SPF#2 rafters are required to be sistered to the existing damaged roof top chords to support the additional loading.After upgrades,the roof is adequate to support the loading imposed by the installation of solar panel • ARRAY 2: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 additiona{gravity{oading 4ipi ,Rl;r_paneti supports and modules had been reviewed and determined to meet or exceed tW(eFquiirements,With st ral:iipgr"_ade; y' accordance with the 2017 Florida Building Code,6th Edition. If you have any questions on the above, do not hesitate to call. Prepared By: ���1111111///// PZSE, Inc.-Structural Engineers ��� #�# ZAC' Roseville,CA .�QQ;*�� ENSF*'•`•,�,,�.% N . 7352 *?�_ ;* ESTATE OXP F 1 OVA YONAilll����` 03/27/2020 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment PZ8 structural March 27, ioio ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine, CA, 92618 Attn.:To Whom It May Concern re:Job 20-02920 : William Wulfert-802R-629WULF The following calculations are for the structural engineering design of the photovoltaic panels located at 5629 Beech St,Zephyrhills, FL 33542.After review, PZSE, Inc. certifies that the roof structure lacks sufficient structural capacity for the applied PV loads.See the following calculations and Plan Sheets for location and repair to bring the roof structure up to the required capacity. If you have any questions on the above, do not hesitate to;.call. Prepared By: PZSE, Inc.-Structural Engineers Roseville, CA `\\\`��%Y, Zq/i' EN . 73522 T OF 2/28/202OR 1 O ii'i i 03/27/2020 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment Project: William Wulfert-- Job M 20-02920 PP , Date: 3/27/2020 Engineer: TH Gravity Loading 7-3 T Roof Snow Load Calculations Ground Snow Load Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) - .S_ - al_Factor= —' 11 (ASCE7-Table 7-3) _,__.._- --- I=Importance Factor= 1 Pf-0.7 Ce Ct I Pg psf..:..::._.. _ (ASCE7 Eq 7 1) where pg 5 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 a [than 15°4.- Therefore,pf=Flat Roof Snow Load= psf ps=C,pf (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Cs=Slope Factor= 1.000 ARRAY 2 Ps=Sloped-Roof Snow Load= . - 0.0 psf' ;ARRAY 1 I P_s.=S_I_oped Roof Snow Load= O.O�psf ARRAY 2 Load=-3 psf(Per Sunrun.Inc.)—~ `—___. Roof Live Load= 19.87 psf ARRAY I Rooftive Load= 19.87 psf ARRAY 2 Note:Roof live load is removed in area's covered by PV array. —� Roof-Dead LOad.ARRAY 1: _ Composition_Shingle _ _ _ 2.0_0 l__ Roof Plywood�- —_� _ � ry1.50.__: _v 2x4_Top Chords @ 24"o.c. _ �0.48 _VaultedCeilin - Y :~- ~- _ _ O,OO,f.__: :Ceiling Not Vaulted Miscellaneous 0.02 i Total Roof DL ARRAY 1 - 4.0 0#_ DL Adjusted to 19 Degree Slope 4.2 psf Roof Dead:LoadrARRAY 2 Composition Shingleoof 2.00 Roof wood. .—. _ Y _ 2x4 Top_Chords_@ 24"o.c. _ 0.48 (� VaultedCeiling 0.00 — _ ;Ceiling Not Vaulted Miscellaneous 0.02 Total Roof DL ARRAY 2 40 psf, . i DL Adjusted to 19 Degree Slope 4.2 psf 2 of 6 ' Project: William Wulfert -- Job#: 20-02920 i Date: 3/27/2020 Engineer: TH Wind Calculations Per ASCE 7-10 Components and Cladding ! ,InputVariables- Wind Speed 145 mph i Exposure Category _ B Roof Shape Gable -- - ---- -e'- - ----._---- _. Roof Slope Y __19 degrees Mean Roof Height 11 ft Building Least Width 25'ft Effective Wind Area 13.0 sf Roof Zone,Edge Distance,a 3.0 ft. Controlling C&C Wind Zone- Zone 3 =Design,Wind,Pressure Calculations Wind Pressure P=_qh*(G*Cp) _ gh`0.00256-** Kz*Kzt*Kd*V^2 _ Eq.-29.3_1 Kz(Exposure Coefficient)= 0.7 (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 Cate o III _ Table 1.5 1 qh= 32.0 psf r - - --- - - 0.6*qh= 19.22- Standoff Uplift Calculations I Zone 1 Zone 2 Zone 3 Positive - --_GCp -0.90 _ - --1.68 .-2.58_ 0.49 Uplift Pressure= -17.23 psf -32.35 psf -49.58 psf 16.00 psf Attachment Dead Load= 3.00 psf_ 3.00 psf_ 3.00 psf _ Max Rail Span Length p_ 4.00 _ -Y 4:00 v4u00 _ Longitudinal Length= 3.25 __ 3._25 3.25 {Attachment Tributary Area= 13.00 - 1-3.00 13.00 ( _ Attachment.Uplift= .-201.00 _"�397.00 v621.00, Lag Screw.0 plift.Capacity,Check•- _ Fastener= 5/16 inch Number of Fasteners= 1- _Minimum _Threaded Embedment Depth= 2._5 inch Withdraw Capacity Per Inch=T205 lb _ __.-_(NDS Eq 12.2-1) _Allowable Withdraw Capacity=_820 lb_ _ (NDS Eq 1_1.3-1) (� 820 Ib capacity>621lb demand Therefore,OK r - -- -- „--- Lag Screw,Shear Capacity Check Embedment Depth Reduction Factor ---Embedment Lateral Force from Gravity Loads=_13 Ib� A._ _ _Attachment Lateral Capacity= 2501b (NDSTable 12K) _ ^r.250 lb capacity>13 Ib demand Therefore,OK 3 of 6 ^ ^ ^ Project:�� : William VVulf �— � JUb#: 20-02920 ��� ' U—~ Date' 3/27/2O2O Engineer: TH U N00��� � Framing Check ARRAY 1 PASS'With Framing Upgrades xv=54plf Dead Load 42 psf PVLoad 3.0ps Live Load 19.9 pst Governing Load Comb. DL+LL Note:Attachments shall beStaggered. Total Load 27'1 psf F Member Properties Member Size S(in A3) I(in A 4) Lumber Sp/Gr Member Spacing Zx4 3.06 5.36 SPF#2 @ 24" o.c. Check Bending Stress 875 x 1.25 x 1.5 x 1.15 Allowed Bending Stress=1QO67psi / Maximum Moment = (xvL^2)/8 ` = 2O4.7O2 ft# = Z456.43 in# Actual Bending Stress (Maximum Moment)/S =802.1 psi Allowed>Actual—42.6Y6Stressed — Therefore,OK Check Deflection Allowed Deflection(Total Load) L/180 (E 1400000 psi Per NDS) = 0.366in Deflection Criteria Based nn = Continuous Span Actual Deflection(Total Load) = (w*L^4)/(185*E*|) = O.O6Zin = L/1065 < L/180 Therefore OK Allowed Deflection(Live Load) = L/240 O.27Sin Actual Deflection(Live Load) = (w*L^4)/(185*E*|) O.OSDin L/1320 < L/240 Therefore OK Check Shear Member Area 5.3 in A 2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 7O9|b Max Shear(V)=w* L/Z = 149|b Allowed>Actual—21.1%Stressed -- Therefore,OK Project: William VVulfe[t - Job#: 20-02920 ` U-~ Date: 3/27/2020 �—nohleer TH � Framing Check ARRAY 2 PASS w=S4pU Dead Load 4] psf PVLoad 3.0ps Live Load 19.9psf Governing Load Comb. DL+LL Note:Attachments shall beStaggered. Toto|Loa6 27.1 pyf Member Properties Member Size S(inA3) I(in A 4) Lumber Sp/Gr Member Spacing 2x4 3.06 5.36 6PF#2 @ 24"oz. Check Bending Stress 875 x 1.25 x 1.5 x 1.15 Allowed Bending Stress=1886.7psi Maximum Moment = (wL^2)/8 = ZO4.TO2 ft# = Z456.43 in# Actual Bending Stress=(Maximum Moment)/S =8UZ.lpsi Allowed^Actual-42.6%Stressed - Therefone,OK Check Deflection Allowed Deflection(Total Load) L/180 (E 1400000 psi Per NDS) = O.3G6in Deflection Criteria Based on = Continuous Span Actual Deflection(Total Load) = (vv*L^4)/(lOS*E*|) = 0.DG2in = L/1065 < L/180 Therefore OK Allowed Deflection(Live Load) = V240 O.27Sin Actual Deflection(Live Load) = (vv*L^4)/(185*E*|) O,O5Oin L/I320 < L/240 Therefore OK Check Shear Member Area 5.3 in A2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 7U9|b Max Shear(V)=vx* L/Z = 1491b Allowed>Actual-21.1Y&Stressed - Therefore,OK 5 of Project: William Wulfert -- Job#: 20-02920 / Date: 3/27/2020 Engineer: TH Lateral Check: 2017 Florida Building Code, 6th Edition [^ —Existing Weight.of Effected Building- Level Area Weight(psf) Weight(lb) Roof 1375 sf 4:2 psf 5775 lb Ceiling 1375 sf 6.0 psf 8250 lb Brick Veneer. 587 sf- 20.0 psf 11733-lb (7.5'Wall Height) Int.Walls 293 sf 6.0 psf 1760 lb Existing Weight of Effected g _- Building- 27518 lb i -- -- - , -- _- - -- I 'Proposed,Weight,of PV System. T Weight of PV System(Per Sunrun Inc.) 3:0 psf - - - ---- - -- -- - --- ---- - .._-- - - ------ - --- - j Approx.Area of Proposed PV System. 267 sf Approximate Total Weight of PV System 801 lb 10%Comparison 10%of Existing Building Weight(Allowed) 2752 lb _.Approximate Weight of PV System(Actual) ;�. 801 lb Percent Increase 2.9% 2752 lb>8011b,Therefore OK Per 2017 Florida Building Code,6th Edition §3403A.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. 6of6 SNAPNRACK RL FLASHTRACK COMP MOUNTING REVISION: A 6/19/2017 NEW ITEM GTV 5/16"UMBRELLA LAG SCREW MUST EMBED 2-1/2"INTO THE } — ROOF STRUCTURAL MEMBER/RAFTER — 5/16"UMBRELLA LAG SCREW FLASHTRACK COMP UMBRELLA GASKET 5/16"STAINLESS STEEL (SHADED GRAY) UMBRELLA LAG SCREW A 2-1/2"MINIMUM EMBEDMENT f ROOFING MATERIAL FLASHTRACK COMP ° COMP FLASHING (HATCHED) ROOF SHEATHING RAFTER COMPLETED INSTALLATION DETAIL A SECTION VIEW COMP FLASHING .� FLASH TRACK SHOULD BE ORIENTED NO MORE SLIP FLASHING UNDER THAN 3 DEGREES FROM PARALLEL TO RAFTER SHINGLE ABOVE ROOFING MATERIAL FLASHING SHOULD EXTEND COMP FLASHING TO END OF SHINGLE COURSE .O FLASHTRACK COMP ROOF DECKING ROOFING MATERIAL! / 2-1/2"MIN.EMBEDMENT ROOF RAFTER(TYP.) �/ INTO STRUCTURAL MEMBER ROOF ATTACHMENTS SHALL' ROOF SHEATHING,UNDERLAYMENT, / ALWAYS BE EMBEDDED INTO AND ROOFING MATERIAL(TYP.) ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS I COMPLETED-INSTALLATION SnapWackSunrun South LLC DESIGNER: G.MCPheeters SCALE: NTS PART NUMBER: DESCRIPTION: REV ^s�"�°°F^^°' �° DRAFTER: G.Viscuso SD-00708" PENETRATION DETAIL,FLASHTRACK COMP Solar Mounting SO)UtI0n5 R—�ONar "asA-KAEO ONNED C-E DATE: 6/19/2017 9 APPROVED BY: G.MCPheEtefs 77 ..._ pOwered by DUO .`j f s , i QCEIIS thjrylyg4z vFZDSECURrty +�:d:.. Qality Tested TOP$RANp pV,^ wm.voErnro.com Z©i J,. 1D.40032587 ( � } Q-ANTUM TECHNOLOGY'HNOLOGY'LO Yield per surface W LEVELISEp C Power classes, area,lower BOS COS OF ELECT and an efficien costs,higher ELECTRICITY cY rate of up to 19.9/.NOVATIV WEATHE EALL_ optimal yields whatever the R TE HNOLOGy 11bw-light and weath r tern perature behavior with excellent Long 1 UR)NGHIGH PERFORMANCE T 9 echnolo Yield security with Anti LID Y'.Hot-Spot Protect Technology.Anti PID and Traceable Quality Tra.C,lTn, EXTREME WEATHER _ High-tech alu RATING um high snow(5400 Pa)m.p) alloy frame,certified for A and wind loads(4000 Pa}. RELI � - ABLE INVESTMENT Inclusive 12-Year product warranty and 25- linear performance warrantyz Year o STATE OF �-- . Q.ANTUM DUO RT MODULE TECHNOLOGY and inn epmbines cutting edge innovative wiring with Q.ANTT"(-1500v168h) 9 cell se APT test conditions accordin Technology.ration See data sheet on rear for further nfor TS 52804_ 12015,meth information.THE IDEAL SOLUTION FOR: . Rooftop arrays on residential buildings 7� Rooftop o� °ooarrays on " comm,,mercial and industrial buildings Engineered in Germany CELLS MECHANICAL SPECIFICATION Format 66.3in x 39.4in x 1.26in(including frame) (1685mm x 1000mm x 32htm) 663•(1665mm) 38 56'I960 mm) 13.9-(352.5 mm) Weight 41.21bs(18.7kg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with 1 a, anti-reflection technology dnDrdmQ g 10 'o.17(45mm) � Frame Back Cover Composite film 39AA•(951 mm1 Frame Black anodized aluminum Cell 6 x 20 monocrystalline Q.ANTUM solar half cells a,�� ® 3e a•Il000mm) Junction Box 2.09-3.98in x 1.26-2.36in x 0.59-0.71in °pa (53-101mm x 32-60 mm x 15-18mm),IP67,with bypass diodes ebN� Cable 4mm2 Solar cable;(+)>-43.3in(1100 mm),(-)>_43.3in(1100mm) fi.D°w9°dh. a.M.amu^9. (DETAILA) .. Connector Staubli MC4,Hanwha Q CELLS HQC4,Amphenol UTX, -. Renhe 05-6,Tonglind TL-CableOlS,JMTHY JM601;IP68 or I 1.26'(32mm) DETAILA U.63o"16mm) Friends PV2e;IP67 0965'(245 mm)T 10335'I85 mm) ELECTRICAL CHARACTERISTICS POWER CLASS 315 320 325 330 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STCI(POWER TOLERANCE+5W/-0 W) Power at MPP1 I PMFF [W] 315 320 325 330 E Short Circuit Current' Is-- [A] 9.99 10.04 10.10 10.15 E Open Circuit Voltage' VDc IV] 39.84 40.10 40.36 40.62 S Current at MPP INFP [A] 9.51 9.56 9.61 9.67 Voltage at MPP V-P IV] 33.14 33.47 33.81 34.14 Efficiency' I [%] >_18.7 >-19.0 >_19.3 >_19.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP PNFF [W] 235.9 239.6 243.4 247.1 E Short Circuit Current I- [A] 8.05 8.09 8.14 8.18 E Open Circuit Voltage VDc [V] 37.56 37.81 38.06 38.31 Current at MPP INFP [A] 7.48 7.52 7.57 7.61 Voltage at MPP yNFF IV] 31.53 31.85 32.17 32.48 'Measurement tolerances PM ±3%;15c;Voc±5%at STC:1000 W/m2,25±2°C.AM 1.5 according to IEC 60904-3•2800 W/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE tv lRo �lyo i r. i _�_____ At least 98%of nominal power during - I I ww e.,a°..W,,,.,�,,.._,.,,m., firstyear.Thereafter max.0.54q LLo degradation per ye r.Atleast93.1% u too w a of nominal power up to 10 years.At - w _ w -- ?z °° � '----'---'--- least 85%of nominal power up to wo - 25years, ❑ 90 --r-----r-----r-----I------ � All data within measurement tolerant- 6o es.Full warranties in accordance with :Do mo _coD soo 1aoD _ a Ethe warranty terms of the Q CELLS IRRADIANCE[Wt.'] Z o „ sales organisation of your respective. o V > to °e country. performance under irradiance conditions reaas Typical module d l diti in ml,M nr�l v;is�.,�a°r.z6u m„I s 2ma, comparison to STC conditions(250C,1000 W/m2) o 0 TEMPERATURE COEFFICIENTS o o Temperature Coefficient of 15c a [%/K] +0.04 Temperature Coefficient of Voc p [%/K] -0.27 ti Temperature Coefficient of PLIpp y [%/K] -0.35 Normal Module Operating Temperature NMOT [°F] 109±5.4(43±3°C) 6 PROPERTIES FOR SYSTEM DESIGN ° a Maximum System Voltage V_ IV] 1000(IEC)/1000(UL) Safety Class1 o Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 1703 C(IEC)/TYPE 2(UL) Max.Design Load,Push/Pull' [Ibs/ft2] 75(3 6 0 0 Pa)/5 5(2667 Pa) Permitted Module Temperature -40°Fupto+185°F a Max.Test Load,Push/Pull' [Ibs/ft2] 113(5400 Pa)/84(4000 Pa) on Continuous Duty (-40°Cupto+85°C) o 'See Installation qanual U QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION UL1703,VIDE Quality Tested.CE-compliant.JEC 61215:2016,IEC 61730:2016, Number of Modules per Pellet 32 Application Class 11,U.S.Patent No.9,893,215(solar cells) _ Number of Pallets per 53'Trailer 30 a C SAn Number of Pallets per 40'HC-Container 26 o DVE ow,,�us Pallet Dimensions(LxWx H) 69.3 x 45.3 x 46.9in(1760 x 1150 x 1190mm) Pallet Weight o 9 14151bs(642kg) Note:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha Q CELLS{rnerlca Inc. I 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us