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HomeMy WebLinkAbout20-1144 r wfl City of Zephyrhills - 3PERMIT'NUMBER ." ,- .. r r .. -. , 5335 Eighth Street eM Zephythills, FL 33542 ELCMISC-001144-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 12/10/2020 Permit Type: Electric Service Replacement/Misc Property Number a . StreetAddress -' - 32 25 21 0100 01800 0200 35599 Stella Vast Drive Owner Information Permit Information Contractor lnformat�on Name: TIMOTHY STEHLIN Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Add/Alter Residential LLC Address: 35599 Stella Vast Dr Building Valuation:$3,718.00 AA ZEPHYRHILLS,FL 33542 Electrical Valuation:$14,872.00 Phone: (518)888-5279 Mechanical Valuation: Plumbing Valuation: Total Valuation:$18,590.00 Total Fees:$259.43 Amount Paid:$259.43 00 Date Paid:12/16/2020 11:04:28AM RrojectDescript�on INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC Ap"plication Fees'.. t _ Electrical Plan Review Fee $57.18 Electrical Permit Fee $114.36 Plan Review Fee $29.30 Building Permit Fee $58.59 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. CONTRACTOR SI q NATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED'INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i 1 813-780-0020 City of Zephyrhiills Permit Application Fax-813-780-0021 L Building Department r0 IJ Date Received T Phone Contact for Permittin 813 359 c 06344 Owners Name y (�LZ Owner Phone Number Owner's Address 35599 97T_&t ! VAS Owner Phone Number Fee Simple Titleholder Name Owner Phone Number V V Fee Simple Titleholder Address r J� n JOB ADDRESS 3�s9q g TrLLA yA s I dJ/°C • LOT# ^ SUBDIVISION PARCEL ID# 3 Z-Z6''Z/ ' GIG 0 - 0!f'00- 0 2 0 �V 1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADD/ALT SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM = OTHER I Installationofsdarpanels nQ� TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q mow DESCRIPTION OF WORK Installation of a roof-mounted (solar) photovoltaic system BUILDING SIZE SO FOOTAGE= HEIGHT II BUILDING $ + Q 0 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ + AMP SERVICE = PROGRESS ENERGY = W.R.E.C. A 02 ' =PLUMBING $ I` =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I 4 Y =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY V�►V (i/7� �EV SIGNATURE REGISTERED Y/ N FEE CURREN YIN Address 1_t O // License# ' G ELECTRICIAN COMPANY &v r SIGNATUREXp��� REGISTERED Y/ N FEE CURREN I Y/N Address /v � License# 7 0 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# 1111111111111111.IIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllllllllllll 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. ' II�IIIIIIIIIIIIII . . . . . . . . . . . . . . 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 ilcensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign, portions of the'contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he Is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. it Is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. if the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION UEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$Z500.00 or more,I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeownses Protection Guider prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicaht Is someone other than the"owner",I car*that I have obtained a copy of the above described document and promise in good faith to deliver it to the'owner prior to commencement CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I-certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes,zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads,Weiland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland 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 N"unless expressly permitted. - If the fill material is to be used in Flood Zone W, 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 W in connection with a permitted building using stem wall construction,I certify that 1111 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 01 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 AVORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(FS. .03) 1 OYMNERORAG T CONTRACTOR and sw 9P)TrfflWyM r9mi subscribed and swam to(or affirmed)before me this by y WK0, are pqELI�- . ILW me or hasIffave produced Who Istare personally known to me or hasihave produced as Identification. as identification. ANotary Public Notary Public Commission No Commission No. Va-m-9 of Notary typed/printed or stamped Name of Notary typed,printed or stamped J100 Notary Public State of Florida James Quillenate of Corn -HH 0 1 275() x "0910_ W James My Commission HH 0 12750 Expires 09/2512024 INSTR#ZO2O2O4909 OR BK 10228 PG 1136 Page 1 of 1 12/04/2020 10:09 AM Rcpt:2233639 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. ParceIIDNo�Z•z[S Z�•Q���• t�✓li�Q •�IzOQ NOTICE OF COMMENCEMENT State of Florida County at Pasco THE UNDERSIGNED hereby gives notice that inquavement 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 at Properly. �I I7deerrI fication Nm \,�7 (� p 1 Street Address: �� 1 l� (_Ito --- Q' (,l t✓ In z Gedeal DesedpEoru of lmpravement Installation of a roof-mounted solar photovobio system 3. Owner Information or Lessee Information if the Lessee cantracted for the improvement 1 v me PJ� 2 P ^7 F�1 i L, Addrbad City State Interest in Property: Name of Fee Simple Titleholder. , of different from Owner listed above) 4, c4,mraa tor: Vnlint Solar Developer,LLC dress City State Name .9 5100 W Hanna Ave Tadm Address City Carutraetols Tekryhone No.: _(813)359-MU 5. Surety' Name Address city Stem F; AmoundafBond:S 'Telephone No.: e. Lander Noma Address City State Lender's Telephone No.: r .; 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 Stdtun3s: Name Address City Stara 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 Standes Telephone Number of Person orEndy Designated by Owner. Y Q W J Ix 9. Expiration date of Nodes of Commencement(the expiration date may not be before the completion of At 1ufd fi pay to the z U J LU J Cn contractor,but will be one year from the date of recording unless a different date is speeded): `/ V/V Y /�. � W LL U WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 0 O = } ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN ® z ~ CL I— RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE C1 O U � ¢ CV : IZ WITH YORECORDUR LENDER AND OR AN ATTORNEY BEFOON THE JOB'SITE RE COMMENCING WORK FORE THE FIRST OR RECORDING YON. IF YOU OUR INTEND NOTICE OF COMMENCEMENT.C CONSULT (n U O = W W � � U) U Qw a. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best Cr W Z J q� at my knowledge and belief. LL c) — Q / 1 STATE OF FLORIDA = O O LUL (/ W COUNTY OF PASCO —�-- LL- Sigmabrre of Owner or Lessee,or Owner's or Lessae's Authorized z° F-- } Office IrectodPartn er ` a W 0 U r e l i C) < C) 7ign s Tot Office F}=— •—UJ Q J LL The foregoing inst umemwas aclmowledged before me -,day 4by M� q4 C 1 I f L] L.L. W m Q O O as (type of authority,e.g.,officer,trustee,atlo ey in fact)for 0 CC CL QANIOM } !name of pa elf of wham i ant exeamd). -J U O WO _ 6 LLJ } ir Personally Known i]OR Produced Idamiticatlon Notary sigrraa,ra i:!L. !' U. O Q O Type of Identification Produced DL Name(Print) 1-7,10 KJ w ¢ J w Q a cn LLJ Y v~il=-- � 03 z m [ - jNWary Public SIM@ of Fix(da Antf10r1y Barbone �! Ez Commi oaricn GG 983893 wpdatwbcstnateeeommeneemenp3048 Oi w DocuSign Envelope ID:5EC95E44-6CEC-43AA-90CC-FB0976F'12A5F ' ®S%o I a�� 1800 IN Ashton Blvd. vrivi nLehi, 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@summn.com kirk.nelson@sunrun.com sam.brown@sunrun.com November 24,2020 Re: Structural Engineering Services Stehlin Structure 35599 Stella Vast Dr, Zephyrhills, FL S-6506389; 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. 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. • SnapNrack Installation Manual,which can be found on the SnapNrack website(https://snapnrack.com). 2. The solar panels are 11/" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. vnvi ,Bolan Page 1 of A 54,if81-I1 n COMPANY DocuSign Envelope ID:5EC95E44-6CEC-43AA-90CC-FB0976r12A5F 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 lbs/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, ���\ '��JAE- J. Matthew Walsh, PE N 84 'S FL License No. 84923 — * , �T�..� 000usignea by: � STATE OF / %- " Matthew Walsh /// �/O �� November 24,2020 1 4:59 PM MST !111%% 11/24/2020 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. viviantSolar Page 2of2 A sunr n COMPANY DocuSign Envelope ID:5EC95E44-6CEC-43AA-90CC-FB0976r12A5F Structural Design Criteria Project Address Date: November 24,2020 Stehlin Residence 35599 Stella Vast Dr 3 Zephyrhills,FL S-6506389 \\\ '(ViEW Residence Risk Category II y Roof Area 2929 sf * N 84 3 j A. Upper Floor Area 0 sf Number of Stories 1 r p STATE OF ;� Mean Roof height 15 ft 6�i�0 •, •"���� Upper Floor height 0 ft �j/�� C OR1OP.-�N Location Parameters 10NA , Latitude 28.2603105 Longitude -82.2269925 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 0.7 Roof Slope Factor(ASCE 7-10 Fig.7-2b) Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1 Seismic Parameters SS= 0.067 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= 0.071 g Short Period Design Spectral Acceleration SD1 = 0.054 g 1 Second Period Design Spectral Acceleration Page 1 of 4 DocuSign Envelope ID:5EC95E44-6CEC-43AA-90CC-FB0976F12A5F Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 26.0 deg Product Information No.of Panels 26 Weight 3.00 psf including mounting system y Installed Area 472.0 g2 No.of Connectors 34 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 DocuSign Envelope ID:5EC95E44-6CEC-43AA-90CC-FB0976F12A5F flit 0 vivints solar 1800 W Ashton Blvd. Structural Group Lehi, UT 94043 J.Matthew Walsh, PE Kirk M. Nelson,SE Samuel Brown,PE- Civil Director of Engineering Structural Engineering Structural EVneefing jarnes.waish@vhdntsolar.com larknelson@vlvintsolar com sain.hrown r@vfvintsolar com Mount Spacing Calculation ASCE 7-10 Simplified Procedure for Components and Cladding NDS Section 12 Site_Specifc Parameters ICC Code Cycle 2015 Wind speed (V) 145 mph Exposure Category D Roof Slope (0) 26.0 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) 0.73 ASCE 7-10 Fig. 7-2b Panel Snow Load 0 psf PfCr' 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 Capacity ealculation Fastener Type 5/16 Yield Equations NDS Table 12.3.1A Diameter 5/16 in I_m 649 Ibs Fasteners 1 1 s 1225lbs Embedment(Dpen) 2 1/2 in 11 360 Ibs Load Duration (Cd) 1.6 III m 373 Ibs Pullout per Inch (W) 235 lb/in III_s j 390 Ibs 11V 337 Ibs Uplift Capacity 939 Ibs DpenCdW Shear Capacity 337 Ibs Based on equations from NDS 12.3.1A trN Page 3 of 4 q r DocuSign Envelope ID:5EC95E44-6CEC-43AA-90CC-FB0976F12A5F vivin . 1' 1800 Ashton Blvd. Lehi, UT 84043 Structural Group J.Matthew Walsh,PP Kirk M.Nelson, SE Samuel Brown,PE-Uvil D&ecbor oFEngineering &nrctural Engineering Strudurai Engineering jA mes.walsWviuimsolarcom kirk.nelson@vivintsolarcom sam.brownt@wvintsolarcom Mount Spacing CalculationIN Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing) RL-U S eedSeal 443 Ibs 238 Ibs 1 Fastener Capacity 939 Ibs 337 Ibs Controlling Capacity 443 Ibs 238 Ibs Portrait Zone 1 Zone 2 Zone 3 Uplift 37 in 35 in 37 in Shear 390 in 586 in 1173 in Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*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 668 in 1005 in 2010 in Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*D Controlling Spacing I 48 in I 48 in I 48 in Wind Uplift on Each Fastener Tributary Area (Atrlb) 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 Atdb*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 Atrib*SIN(6)*D Portrait 22lbs 14lbs 8lbs Landscape 17lbs 11lbs 6lbs Capacity in Shear 238 Ibs 238 Ibs 238 Ibs Max Utilization=0.09 Page 4of4y o ; YS t�}€ } J, Aft CanadianSolar HWM Black ALL-BLACK High density MONO PERC module 320 W - 340 W CS1H-320132513301335134OMS MORE POWER UP TO Maximize the light absorption area, zo.16°r° module efficiency up to 20.16% Low temperature coefficient(Pmax): 15 1 enhanced product warranty on materials �9Q -0.37%/°C 3,, years , and workmanship* Better shading tolerance 5 linear power output warranty* *According to the applicable Canadian Solar Limited Warranty Statement. MORERELIABLE ....................................................................................................................- MANAGEMENT SYSTEM CERTIFICATES* Lower internal current, ISO 9001:2015/Quality management system lower hot spot temperature ISO 14001:2015/Standards for environmental management system 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-e-way C ( �A~ aCEER_T D_ o R.L.\ \ —1 As there are different certification requirements indifferent 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 GIN deployed around the world since 2001. *Far 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) CS1H-330MS/I-V CURVES Rear View Frame Cross Section A-A A A 16012 _. --------- 12 _._ . ______ __ ____ ____ _______ - f- ---- 35 10.__. .____ _____ ___________________ 10 ............___. . __________ _._ - ____. ...... ..... ..... .. .. 9 _ __ - _ _ ______- 8-1aa9 fh Rlcuni�gr l: - 6_ 6 _______ ___________ ___ ____ 4. ___ 4 Mounting Hole 3 3 -m 2 0 4 V 0 5 V 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 .__ .. _o- gNcie -I-_ ■ 1000w/m' 5°C■ A-- A r' ■ 600 W/w 45°C ■ - `- d3-- ■ 400 W/m' 65°C■ 99e" -- '- - ■ 200 W/m' ELECTRICAL DATA STC* MECHANICAL DATA CS1 H 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 (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 W/m',spectrum AM 1.5 and cell temperature of 25-C. ELECTRICAL DATA I NMOT* TEMPERATURE CHARACTERISTICS CS1 H 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 WW.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. .........................................................................................................: ................................................................................................................................................................................................................................................ CANADIAN SOLAR INC. 545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,www.canadiansolar.com,support@canadiansolar.com December 2019.All rights reserved,PV Module Product Datasheet V5.583 EN Sin' gle Phase I nverter. Z C , with HD-Wave Techn-010; gy m for North America X SE3000H.-US / SE380OH-US / SE5000H-US / SE6000H,-US / SE7600H,-US SE1000OH-US SE1140OH'-US m LA ® solar,=[• Yil�awo,e f �C �.� . h • • as ' • • na / - C4 q !3? O O 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 solaredge.com s o l a r ' i / Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H7US/ SE760OH-US / SE1000OH-US / SE1140OH-US SE300OH-US811 00O .111 .0O 1111 411 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. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.501 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 1 11800 15500 17650 I W Maximum DC Power @208V - 5100 I 7750 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 1 380 1 400 Vdc Maximum Input Current @240Vt2; 8.5 10.5 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208Vfn - 9 13.5 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 6001az Sensitivity Maximum Inverter Efficiency 99 99.2 I % CEC Weighted Efficiency gg 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 1°Maximum/14-4 AWG DC Input Conduit Size/#of Strings/ T'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+60"t1(-40'F/-40'C option)'s' 'F/'C Protection Rating NEMA 4X(Inverter with Safety Switch) ''For other regional settings please contact SolarEdge support A higher current source may be used;the inverter will limit its input current to the values stated 'Revenue grade inverter P/N:SExxxH-US000NNC2 "For power de-rating information refer to:https,//www.sclaredge com/sites/defaulVfiles/se-temperature-deraung-note-na.pdf "-40 version P/N SExxuH-US000NN1J4 :T SolarEdge Technologies,Inc.All rights reserved.SOLAREOGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All ®� other trademarks mentioned herein are trademarks of their respective owners.Date:032019N01/ENG NAM.Subject to change without notice.