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HomeMy WebLinkAbout20-1263 City of Zephyrhilis 11111111111PERMIT NUMBE, 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001 263-2020 Phone: (813)780-0020 Fax: (813)780-0021 1 Issue Date: 01/11/2021 Permit Type: Electric Service ReplacemenVMisc Property Number Street Address 12 26 21 0040 00300 0130 5306 Satsuma Drive Owner l'fff,gr-,m—ati7r Permit InformationC-7onfr,—actnr lnfSrmfffien� Name: BENJAMIN MORALES Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Add/Alter Residential LLC Address: 5306 Satsuma Dr Building Valuation:$2,717.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$10,868.00 Phone: (352)834-4536 Mechanical Valuation: Plumbing Valuation: Total Valuation:$13,585.00 Total Fees:$221.88 Amount Paid:$221.88 Date Paid:1/11/2021 10:30:27AM Description o n INSTALLATION ROOF MOUNT SOLAR Application Fee Building Permit Fee $53.58 Electrical Permit Fee $94.34 Electrical Plan Review Fee $47.17 Plan Review Fee $26.79 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspectioni . Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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 add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRA16R SIGNATURE PE IT-OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT-APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2021014626 OR BK 10263 PG 3801 Page 1 of 1 01/25/2021 10:50 AM Rcpt:2252342 Rec:10.00 DS:0.00 IT:0.00 Nikki AiyarerSowles Esq.,Pasco County Clerk&Comptroller Permit Na ParceilDNo !Z•!(O•��U r7'i fJ•B�{3�t7 'Qle'U NOTICE OF COMMENCEMENT steoed Fladda Coumyof Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance v fth Chapter 713,Florida Sta[ubs, the following information is provided in this Notice of Commencement 1. Description of Property. Parcel ll+dentiHcationNo. Syr �. 1 Street Address:.-�,y,j�� _J�•�C7T J`•�ti iqC lJ `�-�9'hTr�1`'6 2 General Description of Improvement Irtstalladon of a roof-mounted solar photovoltaic.system 3. Owner Infonratton or Lessee' adon if the Lass contracted for the improvement I}csl. W,,_, � c- Lasses contracted cK 4_cU S� © Z—Phi f'h 1 l� A ress . City Slate . Interest in Property: j Name at Fee Simple Titleholder , at d'dterent from Owner listed above) i State 4. Cod„mar Vvint Solar Oeveloper,LLC city Name 5100 W Henna Ave Tampa Address City Strafe �luff Contractors Telephone No.: (813)359.0634 5. Surety. •a" -i Name h ddress cityWit,` A Amount af Bond:S Telephone No.: Slate `i": '` ty, 8. Lender. Name rxt Address City Slate �a ti A� fit. - � Lenders Telephone No.: 7. Persona within the Slide of Florida designated by the owner upon whom ponces or other documents may be served as provided Section 71M13(1)(a)(7),Florida Mutes Name ! Address City State LU J Telephone Number of Designated Peron: Q t— () J W Z — J (� LlI LL tin O O B. In addition to hirnsalf,the owner designates of— L � � to receive a copy d the Llenoes Notice as provided in Section 713.13(1)(b),Florida Stalubm Telephone Number of Person or Entity Designated try Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the Q � Q 1--- fU) UO � contractor,but will be one year from the date of recording unless a dRerent date is specified): r77- !V E .R Q. %1J 21 g U 1 Z' .J 06 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT LL 0 x g Q � S � 10 IMPROPER PAYMENTS PP SECTION O AND CAN REUL NYOURR PAYINGTWCEFO imPRovEmENTs ToYOURROPERTY. ANOTICE OF COMMENCEMENT MI'Sr BE :I- W '�` U RECORDED AND POSTED ON THE JOB!SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT H O O J WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. y, W U U Under penalty of perjury,I declare that I have Head the foregoing notice ateom and that the facts steted therein are true to the best Q Q CC Q of my inowtedgeand belief. `y z aJ U L STATE OF FLORIDA _i� H � J COUNTY OF PASCO } f 3 M 0 SignaUre cftfvmer or Lessee,or Owners or Lessee's Autho' 0 LL +s 4 :D z O Officer lreetor edMan / jr 0- _¢ 1H7iKa i2ir ( 9 U 0 W Signatorys aleJOffice r✓I !f6 U 0 Ir M Cr��`The tangoing instrutlmntwrse acknowledged brio^re�meis day of �by=.I oCc i —` J01 ¢ LU QJ (type of authority,e.g.,officer.trustee,attorney in face for �{,� _ —_I W (mama d pa a d whom i ant ecutod). Q WLL, IL Y a- S � Z Y } Personalty Known❑�Produced Identirx:aticn Notary SigRaNro tra E— �, O � Z m Type of Identification Produced _ Name(Primp �.lp NoWy P orid tharl)f Public State of Fla • An Baftne My CantniatM GG 983833 �40. Exp1wa 03101/2024 wpdatalbcs ncitcwommenownent_oe053048 , 13a0cmng Department Date Received r L&Phone Contact for O&N Owners Name Owner Phone Number Owners Address J 30(0 SAT-SUHL-h1q. Owner Phone Number Fee Simple Titleholder Name. Owner Phone Number Fee Simple TitleholderAddross I F-- - - 9P SJOB ADDRESS J44PHrL1, LOT# suacmstou F Pmcw,v#[12- -2&-ZI -OOLIO - 00300- ,61301 (CEMAINS0,FROM PROPEMYAKNOTICE) WORK PROPOSED R NEW cCm7E AODIALT rV� SIGN DEMOLISH INST ALL REPAIR PROPOSED USE =1 SFR r7 COMM r-1 OTHER I TYPE OF CONSTRUCTION = BLOCK 0FRAME = STEEL = I DESCRIPTION OF WORK ITNsT-ALLArToto or Q-oor -H0uAir1g7,A PZv So(-P BUILDING SIZE I i $0 FOOTAGE HEIGHT . .&BUILDING U1LOING 1521-11-1 :] VALUATION OF TOTAL CONSTRUCTION aoLECTRICAL ISio, gj"q AMP SERVICE Q PROGRESS ENERGY r7 W.KE.C. =PLUMBING is F7MECHANICAL 15 VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING SPECIALTY = OTHER (P FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY 1VTV17Nr ar v calq SIGNATURE REGISTERED I Y/ N I FSECURM LILN J Address W, iONdfi A VC, 7TIH-0-4 Llcense#TC,1-3 00 G ILI 0 ELECTRICIAN COMPANY SIGNATURE REGISTERED I YIN I FERCURREN I Y/N Addressnoo w. i4nAml? our_ Tn'"A19 Li tsB#IF-C 13(10 PLUMBER r COMPANY SIGNATURE Y/ N FEE cuRREI, Address License# M COMPANY = SIGNATURE REGISTERED I Y/ N FEECURRE!, L)LLN J Address License# OTHER COMPANY .= SIGNATURE REGISTERED YIN I FEE CURR8A Y/N Address —1 License# is I fillisto RESIDENTIAL Attach(2)Plot Plans:(2)sets of Buliding Plans,(1)set of Energy Forms;R-O-W Permit for now construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence Installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Ure Safety Page.(1)set of Energy Forms.R-G-W Permit for now construction. Minimum ten(10)working days after submittal date. Required arisite,Construction Plans,Stornwrdtar Plans w/Silt Fence installed, Sanitary Facilities&I 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. Oft.1 fte i t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fill out application completely. Owner&Contractor sign back of application,notarized It over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) Agent(for the contractor)or Power ofAtbomay(for the owner)would be someone with notarized letter from owner authortdng same OVER THE COUNTER PERMITTING (copy of contract required) Retools if shingles $aware Service Upgrades A/C Fences(Plot/Survey/Footage) Ofiveways-Not over Counter if an public roadways-needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to'cleecr 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 IIIMPACTIUTILITIES 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 89417 and SIXIT,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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guider 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 CONTRACTOWS/OWNEIrS 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 ins'tallation 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,Welland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment - Southwest Florida Water Management District-Wells, Cypress Bayheads, Welland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health &Rehabilitative Services/Envimnmental Health Unit-Wells. Wastewater Treatment; Septic Tanks. - US Environmental Protection Agency-Asbestos abatement - Federal Aviation Authority-Runways. I undersitand that the following restrictions apply to the use of fill: - Use of fill Is not allowed in Flood Zone IV"unless expressly permitted, - If the fill material is to be used in Flood Zone 'A7, it is understood that a drainage plan addressing a "compensating volume will be submitted at time of pertnitting 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 fit 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 morittia 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 A310 TIC CMME llgftEFORE RECORDING YOUR NO E OF O NCEMENT. FLORIDA JURAT(F.S.1 .03) OWNER OR AGENT :ONrRAC=TO . 6 b b d sw ed 2 subscribed a cm'to'(of"9ffff ffe-dybefo 0 this----, by mn by— Wh is/re personally known to me o haaftave pro used Who Ware personally knmn to me of hamthAve produced ps Identification. as Identification. —Notary Public —Notary Public Commission No. Commission No. Name of Notary typed,printed stamped Name of Notary typed,printed or stamped '00 Notary Public State of Flondda 'o' James Quillen My commtwon HH 0 12750 r 5no Expires=0;9125a024 i vivintSolar° 1800 W Ashton Blvd. Lehi, UT 84043 A sunrun COMPANY J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE- Civil Director of Engineering Structural Engineering Structural Engineering james.walsh@sunrun.com kirk.nelson@sunrun.com sam.brown@sunrun.com December 09, 2020 Re: Structural Engineering Services Morales Structure 5306 Satsuma Dr, Zephyrhills, FL S-6529531; CAD Version: 3; FL-01 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced structure: 1. Site visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. Based on the above information, we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: A. Description of Structure: The existing structure has typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard construction components. The designed areas of the home consist of the following framing methods: • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Prefabricated trusses at 24"on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Prefabricated trusses at 24"on center. Survey photos indicate that there was free access to verify the framing size and spacing. B. Loading Criteria . .14.66 PSF= Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 17.66 PSF=Total Dead Load 20 PSF= Roof Live Load (based on local requirements) Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) C. Solar Panel Anchorage 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below. If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. vivint®Solar° Page 1 of A sunrun COMPANY � l • SnapNrack Installation Manual,which can be found on the SnapNrack website(https://snapnrack.com). 2. The solar panels are 1Y2' thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per mount and therefore is adequate. • RL-U SpeedSeal: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Southern Pine is 235 Ibs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated above. The following values have been verified by in-house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections should be staggered,where possible, to distribute load to adjacent members. Modules in Landscape Modules in Portrait Roof Zone Interior Ede Corner Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 48 48 48 37 35 37 Cantilever in 16 16 16 12 12 12 D. Summary Based on the above evaluation,with appropriate panel anchors being utilized, the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida Building Code-Residential 6th Edition, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. Regards, \�� '��H w \ P 'e i< J. Matthew Walsh, PE FL License No. 84923 = * Nc 84' p STATE OF ; S 0NAi 12/09/2020 vivint.S®lar° Page 2of2 A sunrun COMPANY Structural Design Criteria Project Address Date: December 9,2020 Morales Residence 5306 Satsuma Dr Zephyrhills,FL S-6529531 ��Pq'(H E W Residence Risk Category Roof Area 1606 sf * N 84 3 + Upper Floor Area 0 sf �i/r•�rrt/( *G — Number of Stories 1 STATE OF Mean Roof height 15 ftki Upper Floor height Oft ii� F• •;ctOR10P,' ���� Location Parameters // S�ONAL Latitude 28.23465 Longitude -82.16661 Site Class D(Default) Risk Category II Existing Gravity Parameters Roof Dead Load 5 psf Composite Shingle 2 psf 3/4"Plywood Sheathing 2 psf Roof Framing @ 24 in.o.c. 3 psf Ceiling,Mechanical,Electrical 2 psf Miscellaneous 15 psf TOTAL Roof Live Load 20 psf Wall Dead Load Ground Snow Load 0 psf 8 ft Wall Height Flat Roof Snow Load 0 psf 300 ft Wall Length 12 psf Wall Weight New Gravity Parameters Roof Dead Load 3.00 psf Solar Panel Weight Roof Live Load with Solar Panels 0 psf Roof Slope Factor 0.9 Roof Slope Factor(ASCE 7-10 Fig.7-2b) Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1 Seismic Parameters SS= 0.068 g 0.2 sec Spectral Response Acceleration S1 = 0.034 g 1.0 sec Spectral Response Acceleration Fa = 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 Fv= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS = 0.073 g Short Period Design Spectral Acceleration SD1 = 0.054 g 1 Second Period Design Spectral Acceleration Page 1 of 4 Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 17.0 deg Product Information No.of Panels 19 Weight 3.00 psf including mounting system Installed Area 344.9 ft2 No.of Connectors 25 Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing 69.32 plf Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing) 35.32 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -49.05% Total New Gravity Loads are less than Existing Loads. OK 2015 IEBC Section 707.2 states: "Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTION 1. Structural elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent." 2015 IRC Section AJ501.4 states: "The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or dangerous shall be made to comply with the applicable requirements of this code." 2017 FBC Section AJ104.1 states: "Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive reconstruction shall not be required to be evaluated." Page 2 of 4 �' ® 'n� 1800 WAshton Blvd. =' 'ry' ' Lehi, UT 84043 Structural Group J. Matthew Walsh, PE Kirk M: Nelson,SE Samuel Brown,PE-Civil Director of Engineering Structural Engineering Structural Engineering james.waish@vnrintsolarcom kiricnelson@vivintsolar.com sam.brown@vivintsolar.com Mount Spacing Calculation ASCE 7-10 Simplified Procedure for Components and Cladding NDS Section 12 [CC Code Cycle 2015 Wind speed (V) 145 mph Exposure Category D Roof Slope (0) 17.0 deg \ Effective Wind Area 20 sf Least Horizontal Dimension 30.00 ft Adjustment Factor(A) 1.47 Topographic (Kt) 1 Panel Dead Load (Pd) 3 psf Ground Snow Load 0 psf Flat Roof Snow Load (pf) 0 psf ASCE 7-10 Eq. 7.3-1 Slope Factor (CS) 0.88 ASCE 7-10 Fig. 7-2b Panel Snow Load 0 psf PfCS Total Dead Load (D) 3 psf Panel Dead Load + Roof Snow Load Portrait . Landscape Vertical Spacing (L) 67 in 39 in Based on length of the panel Wind Pressure Zone 1 Zone 2 Zone 3 Lookup Pressure (Pnet30) 31 psf 49 psf 89 psf ASCE 7-10 Fig. 30.5-1 Uplift Pressure W 46 psf 72 psf 131 psf a*Kzt*Pnet30 Fastener Type 5/16 Yield Equations NDS Table 12.3.1A Diameter 5/16 in I m 665 Ibs Fasteners 1 1 s 1255lbs Embedment (Dpen) 2 1/2 in II 368 Ibs Load Duration (Cd) 1.6 III m 382 Ibs Pullout per Inch (W) 235 lb/in III s 400 Ibs 11V 345 Ibs Uplift Capacity 939.lbs DpenCdW Shear Capacity 345 Ibs Based on equations from NDS 12.3.1A Page 3 of 4vivint. ->>`� - �•,�� y 1/11/1nt r 1 p ; ' 1800 W Ashton Blvd. '��: l Lehi, UT 84043 Structural Group J. Matthew Walsh,PE Kirk M. Nelson,SE Samuel Brown, PE-Civil Daedtor of Engineering- Structural Engineertng Sfrurtural Engineering james.walshaivivintsolar com kirk.nelson@vivintsolar.com sam.brt)wn@viWntsolar.com Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing) RL-U S eedSeal 443 Ibs 238 Ibs 1 Fastener Capacity 939 Ibs 345 Ibs Controlling Capacity 443lbs 238lbs Portrait Zone 1 Zone 2 Zone 3 Uplift 37 in 35 in 37 in Shear 585 in 879 in 1758 in Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(6)*D Controlling Spacing 37 in 35 in 37 in Landscape Zone 1 Zone 2 Zone 3 Capacity Uplift 63 in 59 in 64 in L*0.6(D-W) Shear 1002 in 1507 in 3013 in Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*D Controlling Spacing 48 in 48 in 48 in Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing * Vertical Spacing Portrait 17 sf 11 sf 6 sf Landscape 13 sf 9 sf 4 sf Demand in Uplift Atrib*0.6(Pd-W) Portrait 443lbs 443lbs 443lbs Landscape 338lbs 359lbs 333lbs Capacity in Uplift 443lbs 443lbs 443lbs Max Utilization=1.00 Demand in Shear kib*SIN(6)*D Portrait 15lbs 9lbs 5lbs Landscape 11 lbs. 8lbs 4lbs Capacity in Shear 238 Ibs 238 Ibs 238 Ibs Max Utilization=0.06 VIVi nt. Page 4 of 4 sill,Aft r CanadianSola HiDM-Black ALL-BLACK High density MONO PERC (module 320 W -- 340 W CS1 H-320 1 325 1 330 1 335 1 34OMS MORE POWER Maximize the light absorption area, module efficiency up to 20.16% Low temperature coefficient(Pmax): € 1 1 enhanced product warranty on materials 9Qdll -0.37%/oC ' nears and workmanship* I } Better shading tolerance i 25 ; years� linear power output warranty* �✓ -According to the applicable Canadian Solar Limited Warranty Statement MORE RELIABLE :...............................- MANAGEMENT SYSTEM CERTIFICATES* _ \ ISO 9001:2015/Quality management system % Lower internal current, t - lower hot spot temperature ISO 14001:2015/Standards for environmental management system � '= .-% OHSAS 18001:2007/International standards for occupational health&safety 1 � Cell crack risk limited in small region, PRODUCT CERTIFICATES* Y� enhance the module reliability IEC 61215/IEC 61730:VDE/CE/MCS UL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida) Y '• Heavy snow load up to 5400 Pa, UL 1703:CSA/IEC 61701 ED2:VDE/IEC 62716:VDE Jwind load up to 2400 Pa* Take-e-way S DVE C C ��) ' C us\ As there are different certification requirements in different markets,please contact your local Canadian Solar sales representative for the specific certificates applicable to the products in the region in which the products are to be used. ....................................................................................................................- CANADIAN SOLAR INC.is committed to providing high quality solar products,solar system solutions and services to customers around the world.No.1 module supplier for quality and performance/price ratio in IHS Module Customer Insight Survey.As a leading PV project developer and manufacturer of solar modules with over 38 GW deployed around the world since 2001. •For detail information,please refer to Installation Manual. ......................................................................................................................................................................................................................................... CANADIAN SOLAR INC. 545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com ENGINEERING DRAWING(mm) CS1 H-330MS/I-V CURVES Rear View Frame Cross Section A-A A A 121 15 11 11 i 3.1 daft R11 7 7 . Ll^ununq qa:e 6 4'--"---- ------- - 'i -- 4 ----"- "-"----- , ---- -- Mounting Sole 3 3- 1 2 '( 2 .. .1 1 1 0 i v 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 o n.'�0'•M,• --'--T M 1000w/m. 5'C t A .A it A 800 W/m� 25'C 1® 11 600 W/m° 45'C .�s?._ ... .._ 9 i 400 W/m+ 65-C .92 . � 200 W/W ELECTRICAL DATA) STCk MECHANICAL DATA CS1H 3201VIS 325MS 330MS 335MS 340M5 Specification Data Nominal Max.Power(Pmax) 320 W 325 W 330 W 335 W 340 W Cell Type Mono-crystalline Opt.Operating Voltage(Vmp) 36.2 V 36.6 V 37.0 V 37.4 V 37.8 V Dimensions 1700 x992 x35 mm Opt.Operating Current(Imp) 8.85 A 8.88 A 8.92 A 8.96 A 9.00 A (66.9 X39.1 x 1.38 in) Open Circuit Voltage(Voc) 44.0 V 44.1 V 44.2 V 44.3 V 44.5 V Weight 19.2 kg(42.3 Ibs) Short Circuit Current(Isc) 9.41 A 9.45 A 9.49 A 9.53 A 9.57 A Front Cover 3.2 mm tempered glass Module Efficiency 18.98% 19.27% 19.57%19.86% 20.16% Frame Anodized aluminium alloy Operating Temperature -401C-+85°C J-Box IP68,3 bypass diodes Max.System Voltage 1000V(1EC/UL) Cable 4.0 mm2(IEC),12 AWG(UL) TYPE 1(UL 1703)or Cable Length 1350 mm(53.1 in) Module Fire Performance (Including Connector) CLASS C(IEC 61730) Connector T4 series or H4 UTX or MC4-EV02 Max.Series Fuse Rating 15 A Per Pallet 30 pieces Application Classification Class A Per Container(40'HQ) 780 pieces Power Tolerance 0-+5W *Under Standard Test Conditions(STC)of irradiance of 1000 WW,spectrum AM 1.5 and cell temperature of 25*C. ELECTRICAL DATA I NMOT* TEMPERATURE CHARACTERISTICS CS1H 320MS 325MS 330MS 335MS 340MS Specification Data Nominal Max.Power(Pmax) 236 W 240 W 243 W 247 W 251 W Temperature Coefficient(Pmax) -0.37%/°C Opt.Operating Voltage(Vmp) 33.4 V 33.7 V 34.1 V 34.5 V 34.8 V Temperature Coefficient(Voc) -0.29%/°C Opt.Operating Current(Imp) 7.07 A 7.11 A 7.14 A 7.17 A 7.20 A Temperature Coefficient(Isc) 0.05%/°C Open Circuit Voltage(Voc) 41.0 V 41.1 V 41.2 V 41.3 V 41.5 V Nominal Module Operating Temperature 44±3*C Short Circuit Current(Isc) 7.60 A 7.63 A 7.66 A 7.70 A 7.73 A *Under Nominal Module Operating Temperature(NMOT),irradiance of 800 W/m'•spectrum AM I.S.ambient temperature 20°C,wind speed 1 m/s. PARTNER SECTION ...""""""..............................."""""............................................................. The specifications and key features contained in this datasheet may deviate slightly from our actual products due to the on-going innovation and product enhancement Canadian Solar Inc.reserves the right to make necessary adjustment to the information described herein at any time without further notice. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please carefully read the safety and installation instructions before using our PV modules. .............................""""................................................_......................... ................................................................................................................................................................................................................................................ CANADIAN SOLAR INC. 545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com December2019.All rights reserved,PV Module Product Datasheet V5.583_EN Single Phase Inverter - with HD-Wave Technology Cm for North America X SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US / SE1000OH-US / SE11400H-US m YEAR solar=.. WARRANTY ® ® V i O O Q Optimized insta90ation with HD-Wave technology ® Specifically designed to work with ® Extremely small power optimizers ® Record-breaking efficiency / Built-in module-level monitoring ® Fixed voltage inverter for longer strings ® Outdoor and indoor installation 0" Integrated arc fault protection and rapid shutdown for 1 Optional: Revenue grade data,ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy) / UL1741 SA certified,for CPUC Rule 21 grid compliance solaredge.com solar=ev Single Phase Inverter with HD-Wave Teo nO Ogy for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US SE300OH-US :ee eoo oeee oee eeee gee OUTPUT 3800 @ 2aov 6000 @ 240V 11400 @ 240V Rated AC Powei Output 3000 5000 7600 10000 VA p 3300 @ 208V S000 @ 208V 10000 @ 208V 38C0 @ 240V 6000 @ 240V I1400 @ 240V Maximum AC Power Output 3000 3300 @ 208V 000 5000 @ 208\1 7600 0000 10000 @ 208V VA AC Output Voltage Min-Nom.-Max ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) I AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60 5'' Hz Maximum Continuous Output 12.5 16 21 25 32 42 475 A Current @240V Maximum Continuous Output 16 24 48.5 A Current @208V GFDI Threshold A utility Monftonng,Islanding Protection, y Country Configurable Thresholds es INPUT Maximum DC power @24OV -4650 5900 i 77SO 9300 11800 15500 17650 W Maximum DC Power @208V I i 5100 7750 - - 5500 W Transformer-less,Ungrounded es Maximum Input voltage 480 vac Nominal DC input Voltage 380 400 Vdc Maximum Input Current @240Vr' 85 10.5 135 1,63 20 27 305 Adc Maximum Input Current @208VI 9 13 5 - 27 Adc Max.Input Short Circuit Current 45 Acc Reverse-Pelanty Protection Yes Ground-Fault Isolation Detectior. 6Wk,2 Sensitivity Maximum Inverter Efficiency 99 992 a CEC Weighted Ecercv qg 99 @ 240V98 S @208V ?' Nighttime Power Consumption 2.5 W ADDITIONAL FEATURES Supported Communication!nteraceS RS485,Ethernet,ZigBee Ioptioral),Cellular(optional) Revenue Grade Data,ANSI C12 20 Oction*r Raold Shutdown-NEC 2014 and i Automatic Rapid Shutdown•loon AC Grid Disconnect 2017 69012 STANDARD COMPLIANCE Safety .A1741 UL1741 SA,UL16998.CSA C22.2,C3naoiar AKI accordino to TI L M-07 Grid Connectior Standards IEEE15�17' Rule 21 Rule't(Hi) 'missions FCC Parr IS Class 8 INSTALLATION SPECIFICATIONS AC Output Corouit Sae•AWG Range I I Maximum;IA-6 AWG I"Max,mun, AWG DC Inout Condwr Size 'a of Stnngs AWG Range Maximum 1 2 Strings-14-6 AWG l"Maximum/1-3 strings% id b A+NG Dimensions with Safety S,vitch 17 i, !,1 6 1 5 8 450 370< ?a 21 3,Id 5.x 7 3• 540'<3 70<185 in (HxW<D) ram Weignt•n Tr`Sarety Switc^ 2Z 10 2S I,11 4 26 2-"9 38 d i 17 6 lb i 4g ^ioise i - ?5 - - <50 d8A Cooling Nao raj Convearon Ooe-ahnc t_rrlpera;ure Parge --- 13 m _id(), -)S,-c -60' -4C" -aC'C oouom C prO2Ct10r?offing NE-MA dX•In:•errr?r with S3rep7 S;arr.l =rn;rne, olease_Ortac:So,arEoge:,icon,r A "q•-m, e'l;ri,r,lr—all De ilea ' .11 n^r r;mi.!-..;r-<� _ •awes—,are , a Revev e,.,ace rsertei o<M SE.<xxer-ujuCnninl0r „o,vP' ' '9nrq t �r dt,on'ete•-^ _v Sofa,•'agP._Or^,��rP'�aPrai,i�'n'NS,Se-��^'aP-�3['J':'-f:P'arlliC 1v 110c, a0.Pt'ao^�'a1 >Enar.r.,SOGGP1Nhd '2 SolarEdge Technologies.Inc All rights reserved.SOUREDGE.the SolarEdge logo.OPTIMIZED BY SOLAREDGE ire trademarks or registered Trademarks of SolarEdge Technologies.Inc.All ,{"��>L.1 other trademarks mentioned herein are trademarks of:heir respective—ners.Date:03/2019/%IOirENG NAM.Subject to change without notice. a�� I