Loading...
HomeMy WebLinkAbout19-22086 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22086 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit#:22086 Issued: 11/26/2019 Address: 36024 SADDLE PALM WAY Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRIC SERVICE/NEW Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 18,494.00 Total Fees: 262.50 Subdivision: SILVERADO Amount Paid: 262.50 Date Paid: 11/26/2019 Parcel Number: 04-26-21-0080-00500-0110 CONTRACTOR INFORMATION - OWNER INFORMATION Name: SUNRUN INSTALLATION SERVICES INC Name: WASHINGTON, DAVION DANTE Addr: 5208 TAMPA WEST BLVD Address: 36024 SADDLE PALM WAY TAMPA FL 33634 ZEPHYRHILLS, FL 33541 Phone: (732)552-6133 Lic: Phone: 813-317-4870 Work Desc: INSTALL PV ROOF MOUNTED SOLAR APPLICATION FEES ELECTRICAL FEE 180.00 BUILDING FEE 82.50 INSPECTIONS REQUIRED ROUGH ELECTRIC CONSTRUCTION POLE d' /� 7 PRE-METER N l/ 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. CONTRACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zepliyrhills Permit Application Fax-813-780-0021 Building Department p u !' Date Received Phone Contact for Permitting /7 '7 3 — —/tJ o 7'I G Owner's Name o_V 1 av-),W ASII{(� �—O n Owner Phone Number 13—317' 07d Owners Address 3(� 2 y 5G.Olpt''t ?G.I it" Wti Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address t JOBADDRESS oZ I{ LG4A Gu f` LOT# C !' SUBDIVISION �JIlvor Ab gzonC PARCEL ID# b — 1—&- 21 �f7V�V—V�✓� �►I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM © OTHER lr6a A" f a M f(L J TYPE OF CONSTRUCTION = BLOCK. ^0 FRAME = STEEL = DESCRIPTION OF WORK 'S?u I I r 1 V r&&; Moon led Sole,/ •�$ �w BUILDING SIZE SQ FOOTAGE= HEIGHT BUILDING $ / Q 2 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ Z AMP SERVICE 0 PROGRESS ENERGY = W.R.E.C. PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION C �,S 1� =GAS = ROOFING Q SPECIALTY = OTHER v vvv FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO BUILDER •l Oo,0( n•�U MPANY SIGNATURE A REGISTERED I C2/ N I FEE CURREN J Address ZD !kM wrl j- fit✓ 336 u_ � License# �L J�7 l y S � �,JIQj� 2 r [� ELECTRICIAN C'K/ I MPANY 3L�Ml rU/� SIGNATURE n o REGISTERED N FEE CURREN Y/N Address GGl ��C►+1 S� f3�V� A 5104 License# I EC r360���y 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# 1111111111111111111111111111111111111111111111111111111111111111111 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. . 1 . 1 . 1 . 1 . 1 1 1 1 . 1 . 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 restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V'unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMEN•EMENT. �,s+ti, rNa� ° FLORIDA JURAT(F.S.117.03 OWNER OR AGENT CONTRACTOR Subscribed and swom to affi before me this Subscr bgd anti sw• to r a e fore a this b n i FC.Jr t./0 /� by �c�y �/>/11�f+� n Who is/ar a coolly known to me or ave produced Who is/are ersonally known to me or has/have produced as identification. as identification. —i CD 03 2. 0 oNTrn 3 3 0 0 Notary Public Notary Public N a cn ,:4^.* dACQUELINE BOGES N m Comm' sion No. ibiclsJo Iluf rir� Gros Gt n . a. o�m A Name of Notary typed,printed or stamped rp c0 C O N C Z n 1 ter,. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � �UNI Date Received: L✓7�(� Site: 2(n n `� A &C�n Permit Type: / A AkQ rr Approved Who comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This co ent sheet all be kept with the permit and/or plans. NOV 2 1 2019 Kalvi witzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) n Permit No. �--�-- -- -- - - -... --- - /J - -- NOTICE OF COMMENCEMENT - -_ -- - State of FIDVIdCr` County of AS/!� THE UNDERSIGNED hereby gives notice that improvement will be made to certain realproperty.a wit and in accordance h Chapter 713,.Florida Statutes, the following information Is provided in this Notice of Commencejpn D 2 J /L 1. Description of Property: Parcel Identification No.1 ."�I3 Q Street Address; 3&o ZN S�cl`e ROM W4u 2. General Description of Improvement 2►.S+(A+I t e, (�,b f mb U n 4-e Jl So t Cat 3. Owner Information or Lessee Information if the Lessee contracted for the improvement. Name3&D-z-y SaoU l~` yrr-><i 1 s Ft Address City Slate Interest in Property. owr1'6r Name of Fee Simple Titleholder. (If different from Owner fisted above) Address City State 4. Contractor.Srmrfm S'o tar lacha lle hoS S 7 Na it r►�du t tJ�S F ��✓!/� !lL�Yt IDrit FL Address ���.. q,7x — 6,7 1 /_ City State Contractors Telephone No.: C l� 5. .Surely: Name Address INSTR# 2019188363 glc 10@@@P� 3219 Amount of Bond: S 11/04/2019 02:29pm Page 1 of 1 a. Lender. Rapt: 2105272 Reb: 10.00 Name DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq. Address Pasco County Clerk & Comptroller Lenders Telephone No.: 7. Persons within the Slate 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 Stale 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 constt►ucaD/ry and finel payment to the contractor,but will be one year from the date of recording unless a different date is specified)_ 1/y/ So 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 OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT- Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA r^1 COUNTY OF PASCO �Cr.J1(r Signature of Owner ar Lessee,or Owners Lessee's Au Officer/Director/Partner/Mani Signatory's TrtlerOffice The foregoing instrument was acknowledged before me this �7 day of .2Q1g,by — V l/S r% as fT—Ybt/ (type of authority,e.g.,officer,trustee,atomey in fad)for (name ofps on be of whom inshumen s executed). Personally Known❑2a Produced Identification L Notary SigneWre TE1dent,,'rjca Name(Print) J �r�r ar rt` ' • OHNNIE G..GONZALEZNotary Public State of Florida Commission # GG 287676 My Commission Expires January 01, 2023 wpdalalbesfnoticeenrammcament_rcR53046 STATE OF FLORIDA,COUNTY OF PAu00 THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT 3jr .,. ° ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WIT MY HAND AND UFF CIAL SEAL THIS °qy( • ' {.� '�(; DAY OF 2 C E COMPTROLLER ♦ - a4. A / BY DEPUTY CLERK , PZ2 structural October 29,2019 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:19-11838 Client: Davion Washington-802R-024WASH Address:36024 Saddle Palm Way,Zephyrhills, FL 33541 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunr-un 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 rafters are sloped at _ approximately 23 degree and have a maximum projected horizontal span of 4 ft 4 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=6.5 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. ALL WORK SHALL COMPLY WITH PREVAILING Prepared By: CODES FLORIDA BUILDING CODE, PZSE, Inc.-Structural Engineers NATIONAL ELECTRIC CODE, Roseville, CA AND THE CITY OF ZEPHYRHILLS ORDINANCES \11111111// REVIEW DATL®V 2 1 2019 -0 K. ZqC�ii,� CITY OF ZEPHYR ``.�QP.•���ENSe*,, PLAN EXAMINER ;* ••. No. 73522 :* ESTXP o STATE 12-8 2F *#44ZOR wS/DNAL /1111111/ 10/29/2019 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 PZH structural October 29, 2019 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine, CA,92618 Attn.:To Whom It May Concern re:Job 19-11838 : Davion Washington-80211-024WASH The following calculations are for the structural engineering design of the photovoltaic panels located at - 36024 Saddle Palm Way,Zephyrhills, FL 33541.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. � Y, 7ACy�i�i Prepared By: _ No. 73 2 _ PZSE, Inc. -Structural Engineers Roseville, CA :* E STAT 0 :cv� .0�* .�1, 10/29/2019 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: Davion Washington -- Job#: 19-11838 Date: 10/29/2019 Engineer: DW Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load= psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) . Ct=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance-Factor 1 pf=0.7 C.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 than 15-. Therefore,pf=Flat Roof Snow Load= psf ps=C:pf - (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 Sunrurrinc.) RoofLive`Load= .18.91_ �,_psf_ _;ARRAY 1 Note:Roof live load is removed in area's covered by PV array. -- -• _ _-------- --- - j Roof Dead Load ARRAY-- 1 Composition Shingle 4.00 Roof Plywood 1.50 2x4 Rafters @ 24"o.c. 0.48 Vaulted Ceiling 0.00 Ceiling Not Vaulted Miscellaneous 0.02 Total Roof DL ARRAY 1 6.0 psf DL Adjusted to 23 Degree Slope 6.5 psf 2of5 27-! Project: Davion Washington -- Job#: 19-11838 pf- Date: 10/29/2019 Engineer: DW Wind Calculations Per ASCE 7-10 Components and Cladding Input Variables Wind Speed 145 mph Exposure Category C Roof Shape Gable Roof Slope 23 degrees Mean Roof Height 14 ft Building Least Width 53 ft Effective Wind Area 13.3 sf Roof Zone Edge Distance,a 5.3 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 -1.68 -2.58 0.49 Uplift Pressure= -20.91 psf -39.23 psf -60.15 psf 16.00 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00 4.00 0.00 Longitudinal Length= 3.33 3.33 3.33 Attachment Tributary Area= 13.33 13.33 0.00 Attachment Uplift= -255.00 -499.00 0.00 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>499 lb demand Therefore,OK p Lag Screw Shear Capacity Check Embedment Depth Reduction Factor 1 Lateral Force from Gravity Loads= 16 lb Attachment Lateral Capacity= 250Ib (NDSTable 12K) 250 lb capacity>16 lb demand Therefore,OK 3 of 5 r' Project: Davion Washington -- Job#: 19-11838 J I`)l1 Date: 10/29/2019 Engineer: DW Framing Check ARRAY 1 PASS w=57 plf Dead Load 6.5 psf PV Load 3.0 psf __ Live Load 18.9 psf 2x4 Rafters @ 24"o.c. Member Span=4'-4" Governing Load Comb. DL+ILL Note:Attachments shall be Staggered. Total Load 28.4 psf I Member Properties. Member Size S(in A3) 1(in^4) 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 = (wL^2)/8 = 133.352 ft# = 1600.22 in# Actual Bending Stress=(Maximum Moment)/S =522.6 psi Allowed>Actual--27.7%Stressed -- Therefore,OK Check Deflection . Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 0.433 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.061 in = L/853 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.288 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.050 in L/1040 < L/180 Therefore OK Check Shear - - Member Area= 5.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 709 lb Max Shear(V)=w* L/2 = 123 lb Allowed>Actual--17.4%Stressed -- Therefore,OK 4 of 5 — Project: Davion Washington -- Job#: 19-11838 Date: 10/29/2019 Engineer: DW Lateral Check: 2017 Florida Building Code, 6th Edition Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) Roof 3710 sf 6.5 psf 24115 lb Ceiling 3710 sf 6.0 psf 22260 lb 7/8"Stucco 1148 sf 11.0 psf 12628 lb (9.5'Wall Height) Int.Walls 574 sf 1 6.0 psf 1 3444 Ib Existing Weight of Effected Building 62447 lb j Proposed Weight of PV-System Weight of PV System (Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 480 sf Approximate Total Weight of PV System 1440 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 6245 lb Approximate Weight of PV System(Actual) 1440 Ib Percent Increase 2.3% 6245 lb>1440 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 (8 LG Lifes Good i t i LG Ne®Nn 2 LG's new module,LG NeCIN111 2,adopts Cella technology. Cello technology replaces 3 busbars with 12 thin wires I APPRC PRODUCT to enhance power output and reliability.LG NeCINI 2 DVE E I Y us C E 6® cell demonstrates LG's efforts to increase customer's values beyond efficiency.It features enhanced warranty,durability, Intertek : performance 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 NeON"'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 NeONT"'2 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. lb Better Performance on a Sunny Day Double-Sided Cell Structure L LG NeCINI 2 now performs better on sunny days thanks The rear of the cell used in LG NeON""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 Xa NeON)won"Intersolar Award';which proved LG is the leader of innovation in the industry. LG NeON 2 Mechanical Properties Electrical Properties(STC*) Cells 6x1b Module LG335N1C-A5 LG330N1C-AS 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 Cell Dimensions 161.7 x.161.7 mm/.6 inches MPP Current(Impp) 9.83 9.8 9.77 u of Busbar 12(Multi Wire Busbar) Open Circuit Voltage(Voc) 41.0 40.9 40.8 Dimensions(L x W x H) 1686 x 1016 x 40 mm Short Circuit Current(Isc) 10.49 10.45 10.41 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 54001"a 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 is measured and determined by LG Electronics at its sole and absolute discretion. The Typical change in module efficiency at 20OW/m'in relation to 100oW/m2 is-2.0% , Glass High Transmission Tempered Glass Frame Anodized Aluminium Electrical Properties(NOCT*) Certifications and Warranty Module LG335N1C-A5 LG330N1C-A5 LG325N1C-A5 Certifications IEC 61215,IEC 61730-1/-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 Circuit Voltage(Voc) 38.2 38.1 38.0 ISO 9001 Short Circuit Current(Isc) 8.44 8.41 8.38 Module Fire Performance(USA) Type NOCT(Nominal Operating Cell Temperature):Irradiance 800WW,ambient temperature 200C,wind speed Imls Fire Rating(CANADA) Class C(ULC/ORD C1703) Product Warranty 12 years Output Warranty of Pmax Linear warranty** Dimensions(mm/in) "1)1st year:98%,2)After 2nd year 0.55%annual degradation,3)25 years 84.8% I Temperature Characteristics NOCT 45 t 3'C Pmpp -0.37%/'C Voc -0.27%/'C Isc 0.03%/°C TF Characteristic Curves I I 000w soow u' 6o0W ow 400W 200W 2 Voltage(v) o 5 10 1s 20 2.r. 30 35 40 -i 0 l20........ ............................_................_._......---. ---- __........ a Bo Yoc _ .. ... ..... .. .. ..... ... -._ -._....- Pmax ... s 6o S - 8 g 4G-- -- - --- ------- ------------------------ ---------- ---- -- ------------- 20 Temperature('C) 4n 25 `, to L G North America Solar Business Team Product specifications are subject to change without notice. '17 LG Electronics U.S.A.Inc LM1 Lifes G ood 1000 Sylvan Ave,Englewood Cliffs,N107632 Copyright©2017 LG Electronics.All rights reserved. Innovation for a BetterDfeContact Ig.solar@a lge.com 01/01/2017www.lgsolarusa.com ❑-■ V1 .1 sunrun, . Solis inverters 6kW tol OkW Ginlong Solis US Version 4G•Single Phase Inverters Leading Features • Grid support utility interactive,compliance with Rule 21 and conforms to UL Std. 1741 UL • Industry-leading 3 and 4 MPPT designs • 97.8%peak efficiency(97.51/c CEC efficiency) Acce ssorl25 & Monitoring • High switching frequency at OKHz, reducing II induction loss and noise level LAN Stick The 5th Generation Infineon IGBT's improve efficiency 0.5%-0.8% ' • The latest 112086 DSP chip improves CPU speed and PWM resolution by 1.5 times WiFi Stick • Fan-less natural convection technology and I NEMA 4X enclosure for high reliability • Easy to install and visually pleasing for indoor or Web Box outdoor installations • Integrated Arc Fault Circuit Interrupt(AFCI) option • RS485 Modbus communication protocol with Wi- Rapid ; Fi interface P Shutdown , • Web based data monitoring Yvith downloadab(e Device Solis Web App. • 10 Year Standard Warranty with extension options ._ ' •� Contact us today. Corporation US Office II.. t: 866.438.8408 Ginlong Technologies 565 Metro Place South cr us 154 e: ussalesfag into ng.com Ltd.,Ningbo,Zhejiang Suite 3214,Dublin,OH 0•�•+• w: www.gintong.com P.R.China 43017 USA 3nts6984 Technical Specifications Model. Solis=1P6K §Solis-1P71< }Solis-1P7:61(; Solis-1P8K ;Solis-1P8.6K Solis-TM Solis-1P10K -4G:US 4G-US:' -40-US I -46-US t 4G-US. j. -4G-US ,-4G=US .j Energy Source PV. DC Values = . -- Max. usable power per MPPT(Watt) 4000 Max.Voltage(Volts) '600 Startup voltage(Volts) 120;. Full power MPPT voltage range(Volts) 200-560 f 233-500 f 253-500 '? 200=500 215-500 i 225-500 250-500 O.perating MPPT Voltage range[Volts) 100-500 Max.usable input current per MPPT(Amps) .10+10+10 - f -10+_10+10+10 Max.short circuit input current,(Amps) 15.b+15.6+15.6 15.E+15.6+15.6+15.6 Number of MPPT trackers 3 4. Number of input strings 3 ' . _.: AC Values _ Nominal output power(Watt) 6000/6000 7000/7000, 7600/7600 8000/80o0 8600/8600'9000/9000/0000/9000 Max continuous output power(Watt] 6600M000d7700(7000A 8360/7600 8800/80001 9460/86001 9900/9000.ii0000/9000 -- Nominal grid voltage(Volts) 240 08' Operating voltage range[Volts) 211-264(for240Vrated)/183-228(for 208Vrated) Operating phase Single. - Max.continuous output current(Amps) 25/28.8 .).29.2/33.7 31.7/36.5.' 33.3/38.5 j 35.8,141.3! 37.5/43.3 :41.7/43.3 Max.overcurrent protection device(Amps) 40/40 40%40. 40/50 ' 50/50 i 50/50 50/50''-.:_ 60/60_ Output power factor 0.8...1...0.8'. Grid current THD - :- :: <1.5% DC injection current[mAmps) <20. Nominal grid frequency(Hertz) 60 Operating frequency range(Hertz] 59.5-60.5 Efficiency Peak efficiency 97.8% , CEC weighted efficiency 97.5%: MPPT efficiency '99.5% Protection Temperatur protection Yes DC reverse- olarityprotection f Yes.. AC short circuit protection Yes AC output overcurrent protection Yes Output overvoltage protection-Varistor Yes Ground fault monitoring Yes: Grid monitoring Yes Islanding protection Yes Integrated AFCI(DC arc fault circuit protection) Yes Integrated DC swich Yes Rapid shutdown Yes:when installed with Ginlong Solis Rapid Shutdown Device General Data Dimensions[Inch) 13.1*25.8�9.8in Weight (lbs) 43.2tb 43.71b Topology Transformerless Internal consumption <1W(Night): Ambient operating temperature range -25°C-60°C/-13°F-140`F_- Enclosure type NEMA 4X Noise emission(typica,l) <30 dBA, Cooling type Natural convection Max.operating altitude without derating 13120ft[4000m) Designed lifetime >20-years Compliance UL1741,UL174.1SA,Rule 21.UL1998,UL1699B,IEEE1547:.FCC Part 15(ClassA&B1,CAN/CSA'C22.2 107.1-1 Operating surroundings humidity 0-100%:Condensing Features - Conduit connention 2 knockout for 1"and 1"4"conduit at bottom,side and back Display LCD,2x20Z. Interface RS485,WiFi/GPRS(0 tiona0. . P _ Warranty Terms lOYearsSTD(Extendabld to 20 Years) SOUS (, Made by Ginlong Techno ogles inverters t:866.438.84081 e:ussales@ginlong.com I w:www.ginlong.com , =�,��_ • ! S Solis inverters Made by Ginlong Technologies OU' Ast 4 i ti G� o • SFeatures ► UL-Certified and compliant with 2014 NEC 690.12 Rapid,Shutdown ► Available in either single channei_output or dual channel output:allowing for,perfect alignment with the number'of MPPT channels in the inverter system ► No interference with AFCI functionality of Solis inverters NEMA4X Enclosure,conformal-coated internal components and a wide operating temperature range - - ► Familiar mounting plate for fast attachment and solid grounding to the support rack ► Low profile design allows for easy positioning under the PV'module -Pre-wired MC4 connectors for positive,watertight connections ► Engineered for the US Solis transformerless tnverter line and:compatible with any PV Module-string inverter combination.where the maximum system operating voltage is<_550VDC.' Manufacturer:Ginlong(Ningbo)Technologies Co.,ltd., Ningbo,Zhejiang, P.R-China Office:565 Metro PI.S.Suite 3214, Dublin OH 43017, USA Toll-free:866.438.8408 1 Email:sales@giniong.com I sales@giniong-usa.com +� Web:www.ginlong.com GIN LONG $T-4101 I I rep.U • DC S61is-RSDAG1:1 Solis7RSD-1G.2:2 Maximum Input and Output Voltage jP - — - 60OVDC— `- — —60OVDC ��— D Input Voltage Range - 30-60OVDC 30-60OVDC Maximum Number of PV Source Circuits 1 input/1 output 2 input/2 output lMaximum Input/Output Current — - - 20A - — 1 2 independent channels,20A/10A Maximum Short Circuit Current 31.2A �t . 31.2A DCl put/Output Cable Whips PV Wire with MC4 Locking Connectors PV Wire with MC4 Locking Connectors i DC Input/Output Wire Size AWG#12 to#6 AWG#12 to#6 Ground Wire Size`— AWG#10 to#6 I AWG#10 to#6 Rated AC Input Voltage 208/240VAC 2081240VAC - -- RatedAClnputCurrent (-_ 0.1AT _--- _- 0.1A ---� Rated Frequency 50/60Hz 50/60Hz ------------------- AC Control Wire Size AWG#18 to#14 AWG#18 to#14 i Maximum AC Fuse Rating 2A I 2A GENERAL i Ambient Temperature Range r -25 to+65°C(-13 to 158°F) -25 to+65°C(A 3 to 158°F) Enclosure Type NEMA4X NEMA4X LRoof Mount Style Rail-mount plate(WEEB Compatible) I Rail-mount plate(WEEB Compatible) I Status Indicator LED LED -� Efficiency >99.5% >99.5% l Response Time ! <2 seconds <2 seconds Dimensions(WxHxD) 262x24 43 xcm/10.3x9.4x1.7in. 262x240x43cm/10.3x9.4x1.7in. I Weight 2.3 kg/5.1 lb 2.4 kg 15.2 lb Warranty I 10 Year { 10 Year Certification&Safety Standard UL1741,FCC Part 15 Class B, UL1741,FCC Part 15 Class B, Compliance NEC 690.12 NEC 690.12 1 Input-1 Output Solis Transformer-less 240VAC ACBulkhead String Inverter MC40C Connectors RSD Power Come[ars Sots �............ ...................... Rapid Shutdovm - 1:1 N.47 DC Cn cmrs ASD loan!: RSD Outout: 20A PV Source 20A PV V Cncuit Input Output Circuit Inverter(Aq PV source Chudt One Condult Outputci—ft 2 Input-2 Output Solis Transformer-less MCeDC AC Bulkhead MVAC String Inverter co-ectors c—tor R50 Power H�►► So Gs ............1111111H........................ Rapid Shutdown —►• Device(RSD) — ���—► 2:2 MC4 DC Co+nKtnrs ^ RSDRSD lmut: RSD Outout: V 20A+10A 20A 10A Source Circuit Inputs PV Output Circuits PV sourceCirntits One Conduit �verfe(AQ Circuit SNAPNRACK RL UNIVERSAL FLASHTRACK COMP MOUNTING REVISION: OY16"S.S.UMBRELLA LAG SCREW 1 $1112019 NEW DETAIL DR EMBED 051m'UMBRELLA LAG SCREW 2-1/2"INTO THE-ROOF FLASHTRACK STRUCTURAL MEMBER/RAFTER COMP FOR TORQUESPECIFICATIONS SEE INSTALLATION MANUAL UMBRELLA GASKET (SHADED GRAY) A ROOFING COMP FLASHING MATERIAL (HATCHED) OX0 S.S.UMBRELL LAG SCREW 2-1%"MINIMUM EMBEDMENT ROOFSHEATHING FLASHTRACK COMP RAFTER COMPLETED INSTALLATION COMP FLASHING DETAIL A SECTION VIEW SLIP.FLASHING UNDER SHINGLE ABOVE FLASH TRACK SHOULD BE INSTALLED PARALLEL TO RAFTER ROOFING MATERIAL FLASHING*SHOULD NOT EXTEND PAST END OF SHINGLE COURSE COMP FLASHING FLASHTRACK COMP PILOT HOLE ROOF DECKING ROOF RAFTER(TYP,) ROOF ATTACHMENTS SHALL ROOF SHEATHING,UNDERLAYMENT, BE EMBEDDED INTO AND ROOFING MATERIAL(TYP.) ROOFING ROOF RAFTERS OR OTHER MATERIAL STRUCTURAL MEMBERS 2-1/2'MIN,EMBEDMENT' INTO RAFTER OR STRUCTURAL MEMBER COMPLETED INSTALLATION Sunrun South LLC DESIGNER: B.PETERSON -SCALE: DRAWING NUMBER: DESCRIPTION: REV: ._.2 NTH RL UNIVERSAL,ATTACHMENT DETAIL, S n(Q ra c DRAFTER: D.RYAN SNRTDC-00369 FLASHTRACK ON COMP APPROVED BY: BY ERSON DATE: 511/2019