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HomeMy WebLinkAbout21-1477 T' T Q „tr City of Zephyrhills PERMIT NUMBER = , 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001477-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/18/2021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 05 26 21 0100 00600 0610 7043 Silverado Ranch Boulevard Owner Information Permit Information Contractor Information Name: MENDEZ,ALEX CRUZ,OMAYRA Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Add/Alter Residential LLC Address: 7043 Silverado Ranch Blvd Building Valuation:$6,149.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$24,596.00 Phone: (484)639-7774 Mechanical Valuation: Plumbing Valuation: Total Valuation:$30,745.00 Total Fees:$350.58 Amount Paid:$350.58 Date Paid:2/18/2021 12:46:49PM Project Description AW INSTALLATION ROOF MOUNT SOLAR Application Fees Electrical Permit Fee $162.98 Building Permit Fee $70.74 Electrical Plan Review Fee $81.49 Plan Review Fee $35.37 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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. q Q Ln'rn CONTRACTOR SIGNA RE PE IT OFFICE PERMIT EXPIR IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2021029124 OR BK 10278 PG 2534 Page 1 of 1 ' 02/12/2021 08:44 AM Rcpt:2260558 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID NoL1U•P-t•Z/ V NOTICE OF COMMENCEMENT State of Florida County of Pasco 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. S.Id.: 'joy?:,� S i 1 uf',(' fc:A4C k g)VA 2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system 3. Owner Ird ado or Lessee information it the Lessee contracted for the improvement: Jo Ax m fang Poo -zg V rZ11� Statedress ' city Interest in Property: - Name of Fee Simple Titleholder. (If different from Owner listed above) 4. canntractor: Vlvint Solar Developer,LLC city stale Name 5100 W Hanna Ave Tampa FL 04 1-4 •• �/�®\ Address City state ' Ccntractor's Telephone No.: (813)3594228 ,!f •� t f;E 5. Surely. >; '�� Vk Name Address city state�� �~ •ar'`•.;;• l "w,y': ','.':.)'� Amount afBond:S Telephone No.: f.J .s '- 6. Lender. :Z�• �5:5 j>> ' Name Address City Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon'whom notices or other documents may be served as provided by Section 713.13(1)(a)(7).Florida Statutes: Name Address City State W lY Telephone Number of Designated Person: U W 9. In addition to h'vnself,the owner designates of_ rt) Uj L W n) O 0 to receive a copy of the Lienors Notice as provided in Section 713.13(1 Xb),Florida Statutes. (r � WO H Telephone Number of Person at Entity Designated by Owner. 0 Z � —1N o- F- ItL 9. Expiration date of Notice of Commencement(the expiration date may not be before the comp�n)of construction anfin aI payment to the 0 0 F � WQ contractor,but will be one year from the date of retarding unless a different date is specified): U�V,•„(I`/�' 2 L� WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 1L © — Q ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13, FLORIDA STATUTES. AND CAN 0 gL E-- Q U RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Ls, tY w �= RECORDED WITH YOUR LENDER OR AN ATTORNEY BIEFORE COMMENCING WORK OR RECORDING YOUR TE BEFORE THE FIRST INSPECTION. IF YOU DNOTICE OF O TO OBTAIN MMENICEMEENNT. } O r Under penaltyof I declare that I have read the do n of mencement and that the facts stated therein are true to the best CL fr O of my knowlege d belief. 9 g � n f) i = � 0Z J 4, STATE OF FLORIDA }— J a COUNTY OF PASCO }} U ED Q U- t Signature of Owner or Lessee.or Owners or Lessee's Authorized U1 =. Z O O Office t or/ParinerAta r ' ��Ex • 1�,c,a ��Z W0t� � O Eli sign{td s rma,offlee M/1 r] LL O O 2 The foregoing instrument was aclmoMedged before�merthis&day of l� .2aeby A l-o 1 '�e n e Z LL 0 G O U) J as �n�^f (type of authority.e.g..officer,tr stee.ammey in fact)for fA Q J W (�V\ _Q Aral%or,�/ o A-i (name of party ehaH o!who instnune twos erne ted). � � Personally Known❑OR Produced Identification Notary Signature F Elf Z m Type of Identification Produced Name(Print) NotM ArW Public State of t7aride Arlvtory earttone v�4My Cwmvs&;On=C4 983833 Eiphowpdatalbcsfno0commmencement_pWS3e48 �! Sudding Department Date Recohred Eh-210-Contact for Parmittim It 9 13 13 ST4 — 003`4 5 a 2 . . 978 1 9 08w ft"ralpoholne"Nulmllb, I Wf qlu 34- Owners Name At[-s( Hfdbr- 7- Owners Address l-70L/A ST(,VF0q4b0 TA Nc Bt-9L'Phone lumber Fee Simple Titiatudder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS S-Et 0 C,79.,9 b0 P,19 NCO 13C trb- LOTO SUBDIVISION FaryceAble A&AYPARCE1.10#[ (GERAMM FROM PRQPMNTAX NanCE) WORK PROPOSED NEW CONSMM ADOIALT SIGN DEMOLISH El NEW LJ REPAIR PROPOSED USE p SFR M COMM Q OTHER TYPE OF CONSTRUCTION p BLOCK E3 FRAME p STEEL DESCRIPTION OF WORK FTAI�TP 11 A TTQ AJ OF ,012�E-JLIQLAIMb elll 'C171-1-7g 1 BUILDING SIZE SQ FOOTAGE HEIGHT . . . . . . . .. . . . . . . .. . . . . ... .. . . . . .. . .BUILDING VALUATION OF TOTAL CONSTRUCTION [RIELECTRICAL AMP SERVICE p PROGRESSI ENERGY Q W.R,I-C. =PLUMBING S —7 =MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION =GAS p ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO Nji BUILDER' COMPANY ... wr SIGNATURE FMG1STEFM I Y/ N I Fmcum-js� LILN 1 Add. 51AM—kLU MV AIM VC- I u..#["gote?L16 ELECTRICIAN COMPANY 9=�,-Rr smex SIGNATURE s. REGISTERED I Y/ N I FMCURREN L_XLN J Address 1,01-2 W.PRAZAIR P-W. u.#Fri t.3 bou 747 6 PLUMBER COMPANY SIGNATURE REGSTERS3 I YIN I FEE CUMUN L_X1 N J Address License MECHANICAL COMPANY = SIGNATUREF REGISTERED I Y/ N I FEECUMREN L ZLN J Address License it OTHER COMPANY SIGNATURE REMSTERIS) I YIN I macuRM LILN J Aridness License#F- RES19384TIAL Attach(2)Plot Plans-,(2)sets of Building Pima;(1)set of Energy Forms;R-O-W Permit for now constructlon., Minimum tan(10)worldng days after submittal data. Required onslt%Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Fadilifies;&I dumpstar,Site Work Permit for subdivislonsaarge projects COMMERCIAL Attach(2)complete sets of Building Plane plus a Ufa Safety Page:(1)set of Energy Foram R-O-W Permit for now construction. Minimum tan(10)working days after submittal date. Required onsits,Construction Pima,Stormwatar Plans w/Silt Fence installed, Sanitary Facilities&I dumpster.Site Work Permit for all new projects.A commercial requirements must meet compliance $1014 PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for ad NEW construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . * . . . . . . .Diroetioms Fill out application completely. Owner&Contractor sign back of application,notarized It over$2500,a Notice of Commencement Is required. (AC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authori;dng same OVER THE COUNTER PERMITTING (copy of contract required) Rerooft 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, bath 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 contractors) sign portions of the"contractor Bloch'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 IMPACTIUTiLI11ES 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 W-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 f, 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. 1 certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes,zoning regulations, and land development regulations in the jurisdiction. I also certify that i understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment - Southwest Florida Water Management District-Web, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Dodos,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'1r unless expressly permitted. - 0 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 wail 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,1 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 worts 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 OU NOT-ICEO COMMENCEMENT. FLORIDA JURAT(F. .1 .03) OWNER OR AG CONTRACTOR and r Subscribed and swam to(or affirmed)before me this by ace to me or hasibave produced Who istere personally known to me or haaihave produced as Identification. as identification. Notary Public Notary Public commission No. _ Commission No. Name of Notary typed,printad ar stamped Name of Notary typed,printed or stamped E AADAM R.MCAUL£Y Notary i ublic,state Of Florida Commission No.HH 86613 Commission Expires:1131/2025 DocuSign Envelope ID:9A494BED-851A-4706-A70B-6D59ECF1211 B • • 0 1800 W Ashton Blvd. vivi tS®Iar 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 January 04, 2021 Re: Structural Engineering Services Mendez Structure 7043 Silverado Ranch Blvd, Zephyrhills, FL S-6544307; CAD Version: CAD-1745904; 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. • 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 138 mph (based on Exposure Category B -the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.). vivint.Solar° Page Iof2 A sunrun COMPANY DocuSign Envelope ID:9A494BED-651A-4706-A70B-6D59ECF1211B 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. • SnapNrack Installation Manual, which can be found on the SnapNrack website(https:Hsnapnrack.com).' 2. The solar panels are 1%' 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. i • 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'irequirements in 2020 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 7-16. 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 Max Horizontal Spacing in A8. 48 Cantilever in 116 16 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 2020 Florida Building Code- Residential 7th Edition, current industry standards and practice, and the information supplied to us at the time of this report. I If there are any questions regarding the above, or,if more information is required, please contact me. ��1111111!/j� Regards, X -- -wq \� �P,v�GENSF •�� /�i J. Matthew Walsh, PE . � S % FL License No. 84923 * N 84 .2 +—� DocuSigned by: 'p �• STATE OF OWL _nn •,lORIO 6FE768690393401... Matthew Walsh OI ' January 5,20211 12:51 AM MST 01/04/2021 This item has been electronically signed and sealed by Matt Walsh using a Digital Signature and date-Printed-copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. vivintSolar° Page 2of2 A sunruf1 COMPANY DocuSign Envelope ID:9A494BED-851A-4706-A70B-6D59ECF121 1 B Structural Design Criteria Project Address Date: January 4,2021 Mendez Residence 7043 Silverado Ranch Blvd Zephyrhills,FL � S-6544307 \����Pq- NEW-y�,��%�� Residence \�� �,• `'%cENSF•,< Risk Category II 1•, Roof Area 1988 sf * N,/84� Upper Floor Area 1491 sf *a — Number of Stories 2 r p STATE OF ; Mean Roof height 25 ft ��O� ," &;\Z Upper Floor height loft �� F ' �ORIOP:••G� Location Parameters Latitude 28.2575 NA1.1�����\\ 2Uq�1 Longitude -82.224723 Site Class D(Default) Risk Category Il Existing Gravity Parameters Roof Dead Load Floor Dead Load 5 psf Composite Shingle 7.50 psf Floor Finishes 2 psf 3/4"Plywood Sheathing 3.30 psf 1 1/8" Subfloor Sheathing 2 psf Roof Framing @ 24 in.o.c. 3.40 psf Joists @ 16'o.c. 3 psf Ceiling,Mechanical,Electrical 15 psf Partitions 2 psf Miscellaneous 3.60 psf Ceiling,Mechanical,Electrical 15 psf TOTAL 1.25 psf Miscellaneous 34 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 0.8 Roof Slope Factor(ASCE 7-16 Fig.7-2b) Roof Snow Load 0 psf ASCE 7-16 Eq.7.4-1 Seismic Parameters SS = 0.058 g 0.2 sec Spectral Response Acceleration S1 = 0.032 g 1.0 sec Spectral Response Acceleration Fa= 1.600 g Site Coefficient from ASCE 7-16,Table 11.4-1 Fv= 2.400 Site Coefficient from ASCE 7-16,Table 11.4-2 SDS = 0.062 g Short Period Design Spectral Acceleration SD1 = 0.051 g 1 Second Period Design Spectral Acceleration Page 1 of 4 DocuSign Envelope ID:9A494BED-851A-4706-A70B-6D59ECF1 211 B Wind Parameters Wind Speed 138 mph Exposure Category B Roof Angle, Q 23.0 deg Product Information No. of Panels 43 Weight 3.00 psf including mounting system Installed Area 780.5 ft2 No.of Connectors 56 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% Per 2020 FBC 1607.12.5.1,live load is not applied.where solar panels are present. As such,loading of the trusses is reduced with addition of PV. 2020 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." 2018 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." Page 2 of 4 DocuSign Envelope ID:9A494BED-851A-4706-A70B-6D59ECF1211 B Mount Spacing Calculation ASCE 7-16 20.4.4 Rooftop Solar Panels NDS Section 12 ICC Code Cycle 2018 Wind speed (V) 138 mph Exposure Category B yE Mid 1 Roof Slope (0) 23.0 deg yE Edge 1.5 Effective Wind Area 20 sf yA 0.75 Least Horizontal Dimension 30.00 ft Kz 0.4 Adjustment Factor Kd 0.85 Topographic(Kn) 1 Ke 1 Panel Dead Load (Pd) 3 psf qh 16.5759 0.00256KZKnKdKeVL Ground Snow Load 0 psf Flat Roof Snow Load (pf) 0 psf ASCE 7-16 Eq. 7.3-1 Slope Factor(Cs) 0.78 ASCE 7-16 Fig. 7-2b Panel Snow Load 0 psf PfC" 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 Roof Type Interior Ede Corner Gcp 1.5 2..1 2.4 Maximum Value from ASCE 7-16 Fig. 30.3-1 Uplift Pressure W 18 psf 39 psf 44 psf qh*Gcp*yE*yA Fastener Type 5/16 Yield Equations NDS Table 12.3.1A Diameter 5/16 in I m 654 Ibs Fasteners 1 1 s 1235lbs Embedment (Dpen) 2 1/2 in II 363 Ibs Load Duration (Cd) 1.6 III_m 376 Ibs Pullout per Inch (W) 235 lb/in III s 393 Ibs IV 339 Ibs Uplift Capacity 939 Ibs DpenCdW Shear Capacity 339 Ibs Based on equations from NDS 12.3.1A Page 3 of 4 DocuSign Envelope ID:9A494BED-851 A-4706-A70B-6D59ECF1 211 B Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing) RL-U S eedSeal 443 Ibs 238 Ibs 1 Fastener Capacity 939 Ibs 339 Ibs Controlling Capacity 443lbs 238lbs . Portrait Zone 1 Zone 2 Zone 3 Uplift 104 in 66 in 117 in Shear 437 in 65,8 in 1316 in Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(9)*D Controlling Spacing 48 in 48 in 48 in Landscape Zone 1 Zone 2 Zone 3 Capacity Uplift 179 in 113 in 200 in L*0.6(D-W) Shear 750 in 1127 in 2255 in Capacity Manufacturer or AHJ 48 in 48 in 48 in 1 L*SIN(9)*D Controlling Spacing 48 in 48 in 48 in Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing *Vertical Spacing Portrait 22 sf 15 sf 7 sf Landscape 13 sf 9'sf 4 sf Demand in Uplift Atdb*0.6(Pd-W) Portrait 203lbs 322Ibs 182lbs Landscape 119lbs 188lbs 106lbs Capacity in Uplift 443 Ibs 443 Ibs 443 Ibs Max Utilization=0.73 Demand in Shear AWb*SIN(A)*D Portrait 261bs 17lbs 9lbs Landscape 15lbs 10lbs 5lbs Capacity in Shear 238 Ibs 238-Ibs 238 Ibs Max Utilization=0.11 Page 4 of 4 i �. . - µre_ .. . ... . ... . _r :CanadianSola:r. . i i HWM-Black ALL-BLACK High density MONO PERC module 320 W 340 W CS1H-320132513301335134OMS MORE POWER i UP TO Maximize the light absorption area, 20 96% module efficiency up to 20.16% I Low temperature coefficient(Pmax): 7 5 6 enhanced product warranty on materials _ � Ilse -0.37%/°G ,years sf and workmanship* + Better shading tolerance 25 years linear power output warranty* *According to the applicable Canadian Solar Limited Warranty Statement. 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MANAGEMENT SYSTEM CERTIFICATES* Lower� internal current, ISO 9001:2015/Quality management system_ ISO 14001:2015/Standards for environmental management system lower hot spot temperature OHSAS 18001:2007/International standards for occupational health&safety Cell crack risk limited in small region, PRODUCT CERTIFICATES* enhance the module reliability IEC 61215/IEC 61730:VDE/CE/MCS UL.1703/IEC-61215 performance:CEC listed(US)/FSEC(US Florida) Heavy snow load up to 5400 Pa, UL 1703:CSA/IEC 61701 ED2:VDE/IEC 62716:VDE wind load up to 2400 Pa* Take-a-way +9 DVE cS�usC E �MCI u� CERT 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. ENGINEERING DRAWING(mm) CS1 H-330MS/I-V CURVES Rear View Frame Cross Section A-A A A 2- 35 12 11 11 35 10 10 ❑ 9 8 8 8 B-14x9 m 7 7 ounM n^9 Hole 6 6 I� _�14 5 5 4 4 0 - ----------------+--------------------Mounting Hole 3 3 2 2 1 7777N1 ° v ° v -- - 5 10 15 20 25 30 35 40 45 s0 5 10 15 20 25 30 35 40 45 50 6-05 Grounding Hol I -(-- 1000 W/m2 5"C ALMA E 800 W/w 25°C ® 600 W/m' 45-C 9 9 ■ 400 W/m' 65°C 2 ® 200 W/W ELECTRICAL DATA STC* MECHANICAL DATA CS1H 320MS 325MS 330MS 335MS 340MS 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 -40°C-+85°C J-Box IP68,3 bypass diodes Max.System Voltage 1000V(IEC/UL) Cable 4.0 mm2(IEC),12 AWG(UL) TYPE 1 (UL 1703)or Cable Length 1350 mm(53.1 in) Module Fire Performance CLASS C(IEC 61730) (Including Connector) -- Connector T4 series or H4 UTX or MC4-EVO2 Max.Series Fuse Rating 15 A Per Pallet 30 pieces Application Classification Class A Per Container(40'HQ) 780 pieces Power Tolerance 0-+5 W *Under Standard Test Conditions(STC)of irradiance of 1000 W/m2,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 Wm"spectrum AM 1.5,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. 9 ........................................................................................................... ................................................................................................................................................................................................................................................ sm-nglePhaes nverter With :.HD: ' Wave Tech no o or North America SE3000H'-.US / SE380OH:US / SE5000H-US / SE6000H=US SE7600H-US / SE10000H-US / SE11400H-US . . rn YEAR . solar"• ti�l^e:ove : ® solar-.. i L" az©: O :t] ... ... . .. ... .. J Optimized installation 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 / Integrated arc fault protection and rapid shutdown for / 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 solared 9e.com SAar • • / Single Phase Inverter With HD-Wave-TechnOlOgy for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ j ✓ ✓ Vac (211-240-264) AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.5111 Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V Maximum Continuous Output - 16 - 24 - - 48.5 A Current @208V GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 1 17650 W Maximum DC Power @208V - 5100 7750 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240VI2I 8.5 10.5 13.5 16.5 20 27 I 30.5 Adc Maximum Input Current @208V14 - 9 1 - 13.5 - 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kst Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional") Rapid Shutdown:NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect 2017 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG V Maximum/14-4 AWG DC Input Conduit Size/#of Strings/ 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG AWG Range Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 in/ (HxWxD) mm Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg Noise <25 <50 dBA Cooling Natural Convection Operating Temperature Range -13 to+140/-25 to+600 (-40"F/-40"C option)"' `F/°C Protection Rating NEMA 4X(Inverter with Safety Switch) P1 For other regional settings please contact SolarEdge support ai A higher current source may be used;the inverter will limit its input current to the values stated "'Revenue grade inverter P/N:SExxxxH-USOOONNC2 '"i For power de-rating information refer to:https//mvw.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf "'-40 version P/N:SE)o=H-US0O0NNU4 m SolarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All Ro H S