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HomeMy WebLinkAbout20-240 City of ZephyrhillS P.ERMIT'NUMBER F' nE►iun 5335 Eighth Street Zephyrhills, FL 33542 BGR-000240-2020 Phone: (813) 780-0020 Fax: (813)780-0021 Issue Date: 06/23/2020 Permit Type: Building General (Residential) Property Number Street Address 14 26 21 0170 00000 0160 4620 Eagle Ranch Dr Owner Information . Permit Information Contractor Information, Name: AARON EDINGTON Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Electric Service Replacement/ LLC Address: 4620 Eagle Ranch Dr Building Valuation: ZEPHYRHILLS,FL 33542 Electrical Valuation:$18,590.00 Phone: (813)625-3521 Mechanical Valuation: Plumbing Valuation: �1 Total Valuation:$18,590.00 ✓ ' ,� — Total Fees:$199.43 Amount Paid:$199.43 Date Paid:6/23/2020 2:26:25PM Project Description INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM Application Fees Electrical Permit Fee $132.95 Electrical Plan Review Fee $66.48 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, avid 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. CONTRACT SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER D Q, f union City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGR-000240-2020 Phone: (813)780-0020 ti. Fax: (813)780-0021 Issue Date: Permit Type: Building General (Residential) Property Number Street-Address 14 26 21 0170 00000 0160 4620 Eagle Ranch Dr Owner Information Permit Information Contractor Information Name: AARON EDINGTON Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Electric Service Replacement/ LLC Address: 4620 Eagle Ranch Dr Building Valuation: ZEPHYRHILLS,FL 33542 Electrical Valuation:$18,590.00 Phone: (813)625-3521 Mechanical Valuation: Plumbing Valuation: Total Valuation:$18,590.00 J}p Total Fees:$199.43 Amount Paid:$0.00 Date Paid: Project Description INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM Application Fees Electrical Permit Fee $132.95 Electrical Plan Review Fee $66.48 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. /00**^ CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 4 ' 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting f 813 1 359 0634 Owner's Name AARON EDINGTON Owner Phone Number 813 625-3251 Owner's Address 4620 EAGLE RANCH DR Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 4620 EAGLE RANCH DRIVE,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION EAGLE RANCH PARCEL ID#1 14-26-21-0170-00000-0160 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER Inslaeatanofsdarpanels TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Installation of a roof-mounted(solar)photovoltaic system BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ 18,590.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY I Vivint Solar Developer,LLC SIGNATURE REGISTERED I IYIN I FEE CURREN I Y/N Address 5100 W Hanna Ave,Tampa,FL 33634 License# ELECTRICIAN COMPANY Vivint Solar Developer,LLC SIGNATURE REGISTERED N FEE CURREN Y/N Address 5100 W Hanna Ave,Tampa,FL 33634 1 License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN Y/N Address License# • � aa �� art �a� ar< a � � rts�at+� � � � � ru� . . � . 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 subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwaler 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. 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 INSTR#20200932558 OR BK 10117 PG 2735 Page 1 of 1 06/12/2020 10:05 AM Rcpt:2170912 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller ` 1 PemM No. Parceh ID No 14 a1.D" 21 -0 (-D-�tx U-�I 1,r21fJ NOTICE OF COMMENCEMENT stataef Florida courtly of Pasco THE UNDERSIGNED hereby gives ro8ce that Improvement MAA be made to certain real property.and In acawdance with Chapter 713,Florida Statutes, the following Information Is provided In Me Notice of Commencement 1. Description of Properly:Parcel 16mWicaAcn No. StaetAddress: `f (0 20 r IP2 W h' 16 FL z. General Desafplion of Improvement Installation of a roof-mounted solar photovoltaic system 3. Owner lif rination or Lessee infamallor if the Lessee contracted for Me improvement City State Interest in Property. Name of Fee Simple Tdlehdder. (If differerrhom Owner listed above) Address city 4, r Vivild Solar Developer,LLC Slow Name 5100 W Hanna Ave Tampa FL--2204 Address city State Conbadaf'a Telephone No.: (813)359-1228 5. Surety: Name Address City State Amount of Bard:E Telephone No- a. Lender. Name Address City State Lenders Telephone No.: T. Person within the State of Florida designated by Me owner upon when nadoes or other doaaneruta may be served as provided by Section 713.13(txa)(1),Fbdde Statutes: Name Address City State Telephone Number of Designated Person: 8. In oWdion to himself.tla owner designates of— to receive a copy of the Lien's Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Portion or Entity Designalad by Owner. 9. Et*sdon date of Notice of Coronerumnerd(the enipiretion date may not be before the canpledon of on and final payment to yam^ conbadon,but will be one year from the date ofrecording urdess a different data lo � �specified): � WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13. FLORIDA STATUTES.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of po)ury,I dedare that I have read Me foregoing d eomnnenoomerd and that the fads stated Herein are Into to the beat of my knowledge ane belief. STATE OF FLORIDA COUNTY.OFPASCO `~— S Owner or Lessee,or Owners or Lessee's Authortzed t r ttSlgnaytotry,'sTidamffice '�n­j / The foregoing Instrument was admowledged before me ft day of�l t`�� .2QL by fF k r O 1. Ed (type or autinortty,e.g.,efilca,trustee.attorney in fad)for .e d r L -C)4-- (name of p n behalf of whom Instrunenttmteaded). .. Pared®!y Known O 93 Produced Id//en��tlflgGon .e L Noteryr Slgrcahua Type of Iderrotiratior Produce n✓ r�y�l 1//,`015vame(Pant) Nohan PuNc State d FWIds MY7o y Thom"CrovAey Mly t:ommissiort GG OU260 �p Enl)4-11124FR023 wpdadalbeatholloecommencom-dj=053048 I fl • 1 ti, STATE OF FLORIDA,COUNTY OF PASCOAM THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS DAY 0FZ::S VAl 2U- NI ALVAREZ- WLES,CLERK&COMPTROLLER +� BYJ DEPUTY CLERK ��?As 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.11censed 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 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 IMPACTIUTILMES 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 8"7 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 WatedSewer 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$Z500.00 or more,I certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law—Homeowner's Protection Gulde prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant Is someone' other than the"owner".I certify that I have obtained a copy of the above described document and promise In good faith to deliver it to the owner"prior to commencement. CONTRACTOR!SIOWNER!S AFFIDAVIT: I certify that all the Information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application Is hereby made to obtain a permit to do work and Installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction. County and City codes,zoning regulations, and land development regulations In the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to Identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads,Welland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District Welts, Cypress Bayheads,- Welland Areas, Altering Watercourses. - Army Corps of Enginee"eawalls,Docks,Navigable Waterways. - Department of Health &Rehabilitative ServicestErtykarimental 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-%r 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 Road Zone W in connection with a permitted building using stem wall construction,I certify that 111111 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 round 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 Mi,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise In goad 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(5)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICg OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swam to(or affirmed)before me this Subscribed and swam to(or afffrmed)b a this by by Who Were personally known to me orhirs/have produced Who islare personally known to me or hapilhave produced as identification. __-ps identification. Natary Public Notary Public commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped. JAMES QUILLEN MY COMMISSION#GGO33007 ........ EXPIRES September 25,2020 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS LC Contractor/Homeowner: 1y I so/ V e l ., Date Received: 4 r ? � Site: � ` � 2 h C PermitType: hS-A �fo ki ® f ti Y-00 Approved Who comments:EY J Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment shall be kept with the permit and/or plans. JUN 7 2020 Kalvin Swi —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) f �� �'�' 1800 W Ashton Blvd. ® `-' '_ a 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.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com May 29,2020 Re: Structural Engineering Services Edington Residence 4620 Eagle Ranch Dr,Zephyrhills, FL S-6071768; FL-01 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 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 Residence: The existing residence 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. 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. • EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website (www.ecofastensolar.com). 2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. Page 1 of 2 'aVr1 v'nt® 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. • Rock-It: (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 Aocument 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 Comer Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 48 48 48 48 48 48 Max Uplift Load Ibs 560 448 415 332 266 246 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. \�\�%\\IIIIII////, Regards, \\\\���p� VA J. Matthew Walsh, PE S FL License No. 84923 7.0, N�8Y41�1 a STATE OF 0T� 1. tORVD s ONAI II 05/29/2020 Page 2 of 2 Vii onto �'�1 � _ 1800 W Ashton Blvd. Lehi, UT 94043 Structural Group J. Maifhew Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE-Civil (?hector of Engineering Structural Engineering Structural Engineering james.walsh@vivinrsolarcom kifk.nelson@vivintsolar.com sam.brown@vivintsolar.com Structural Design Criteria Project Address Date: May 29,2020 Edington Residence 4620 Eagle Ranch Dr Zephyrhills,FL S-6071768 Residence \����t- ------- Risk Category II y Roof Area 2201 sf = ,4 N' 9 � ; Upper Floor Area 0 sf — Number of Stories 1 ' � � STATE OF [V Mean Roof height 15 ft O .' Upper Floor height 0 ft Location Parameters Z/; ZONAL Latitude 28.224723 /Q(JQ@11\�� Longitude -82.175278 Site Class D 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 0.8 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 SI = 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 SDI = 0.054 g 1 Second Period Design Spectral Acceleration Page 1 of 3 vivint. Wind Parameters Wind Speed 145 mph Exposure Category D ' Roof Angle, 0 22.4 deg Product Information No.of Panels 26 Weight 3.00 psf including mounting system Installed Area 457.2 ft2 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 Code References 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 3 iv; . ; ' Wind Uplift Simplified Procedure for Components and Cladding ASCE 7-10,Section 30.5 V= 145 mph Basic Wind Speed Exposure D ASCE 7-10,Section 26.7 = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 K,,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 22.4 deg sanchor= 48 in Horizontal spacing of roof anchors An;b= 12.80 sf Panel Area tributary to each roof anchor Pnet30 Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1 Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1 31.5 psf 49.1 psf 89.3 psf Pnet= KnPnetlo= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 Zone 1 Zone 2 Zone 3 46 psf 72 psf 131 psf Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2 Use 46 psf Use 72 psf Use 131 psf Connection to Existing Roof Framing F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired DLpanel= 3.00 psf Zone 1 Zone 2 Zone 3 Wapiift= 46 psf 72 psf 131 psf Atfib= 12.8 sq.ft 6.4 sq.ft 3.2 sq.ft Pia,=F.S.x Alib x(0.6D-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -332.0lbs -265.6lbs -246.1lbs Connection Capacity db= 5/16 in Lag Screw diameter Dpen= 2.50 in Lag Screw penetration into existing framing member Southern Pine Species of wood framing Co= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2 C,= 0.7 Temperature Factor,NDS Table 10.3.4 W= 235 lb/in Withdrawal Capacity NDS Equation 12.2-1 W'=CD x Ct x W= 263 lb/in Adjusted withdrawal value Pauuw=Dpen x W'= 657 lbs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 332 lbs 266 lbs 246 lbs Max Load=0.505 OK CAPACITY= 657 lbs 657 lbs 657 lbs Page 3 of 3 vivint, A. 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S Module Custom arou ratio in d manufa a Wociii customers ceiprIc project developer an and peerf011le ding over e GW deployed around tti survey,As a lea with ••••••. of solar nodules •... since 2 .....................• olar.com suPPort@c adians nation Manua.• ,canadiansolar•CO ........... ' lease refeRo insta............................... .for deta111nformation-P ... . ... 1 E6,Canada, ...............0LPjkINC- Guelph,Ontario N11< P dvale Avenue West, 545 ' , . ENGINEERING DRAWING(nn) omy-3soMs/p/CURVES Rear View Frame Cross Section^-A " " `` `" ' � � " Lni o ` " � } \ , ! ^ . � i _- -- �� —]r—Mvununnxme 3 ' ^ / . , , , 5 � � � � � � � � � 5 � 15� ���� � . � ���� pr� ' � "°wft� �'C� mmWW �-C ZI ="W° �`R �"�ml ELECTRICAL DATA| sTc° MECHANICAL DATA cm* szoMs yzSMs ssums sssMs 340ws Specification Data Nominal M p cUMono-crystalline u Dimensions 1700`**2`35mm Opt.Operating Current . Open Circuit VolWeight Short Circuit c Front Cover szmmtempered glass Module Efficiency 1898e 19.27% 1957% 198es20.1*% name Anodized aluminium alloy Operating Temperature 40^c +os^c Max. Cable 4.0 MM2 TYPE 1(uL 1703)or Cable Length 1350mm(53.1 in) Module Fire Performance (Including CLASS ca o Max.Series Fuse Ratin 15A Connector T4 series or*4oTxorm� Evoz Application Classification Class A Per Pallet 30 pieces powerT»leance o—+sw Per Container *Under Standard Test Conditions(STC)of irradiance of 1 aao w1w,spectrum AM 1.5 and cell temperature of 25oC. ELECTRICAL DATA| mMor° TEMPERATURE CHARACTERISTICS cs1* azoMs yzsMs 330Ms335ws 340ms Specification Data Nominal M p Temperature Coefficient Opt.Operating vm Temperature Coefficient Opt.Operating c Temperature Coefficient Open Circuit Voltage Nominal Module Operating Temperature 44±3"c Short Circuit Current *Under Nominal Module Operating Temperature(N MOT),irrad lance of 800 W/m�spectrum AM 1.5,ambient temperature 20*C,wind speed 1 m/s. PARTNER SECTION ----------------------------------- n=specifications and key features contained in this datasheet may deviate slightly from our actua 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 noti Please be installed people who have rofessional skills and please read the and installation ..~.~ modul es. i---------------------------------.. ' _____________________________________________________________________________ CANADIAN SOLAR INC. 545speeu" /emenuewest,aue/px'omarivm1u1co'canaua'www.canamonm|ar.cnm'suppvmmo,nauians,|acmm December 20`9.Ail rights reserved,m Module Product u��^°s,5.,m_N Single Phase Inverter Z � TechnologyC with HD-Wave m for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US /.SE10000H-US / SE1140OH-US12-25 , M - - - YEAR CD X '� solar-.-- -��;� Ln C U O r�� 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 so l a r ® ® • � / Single Phase Inverter with H D-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US OUTPUT 3800 @ 240V 6000 @ 240V 11400 @ 240V Rated AC Power Output 3000 3300 an 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V I VA 3300 @ 208V 5000 @ 208V 10000 @ 208V j AC Output Voltage Min.-Nom.-Max. j (211-240-264) ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60311 Hz Maximum Continuous Output Current @240V 12.5 16 21 I 25 32 42 47.5 A Maximum Continuous Output 76 24 Current @208V 48.5 A GFDI Threshold A Utility Monitoring,Islanding Protection, Yes Country Configurable Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 7750 - 15500 I W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V(" 8.5 10.5 13.5 16.5 20 I 27 30.5 Adc Maximum Input Current @208V1e1 - 9 I 135 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 6001<E-,Sensitivity Maximum Inverter Efficienc,r 99 99.2 % CEC Weighted Efficiency 99 9 98. @5 @240V 2 20V08V % Nighttime Power Consumption <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,Zig6ee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optionah=l Rapid Shutdown-NEC 201 t and Automatic Rapid Shutdown upon AC Grid Disconnect 2017 590.12 P P STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL16996,CSA C22.2,Canadian AFCI according to T.LL.NI-07 j Grid Connection Standards IEEE1547.Rule 21,Rule 1-1(HI) Emissions FCC Part 15 Class 5 INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum 114-4 AWG DC Input Conduit Size/4 of Strings; AWG Range 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strinos/14-6 AWG Dimensions with Safer/Switch 17.7x14.6x6.8 1410x3.70•<17.4 213x14.6x7.3/540x370x185 n (HxWxD) ' mm Weight with Safety Switch 22/10 21.11 11.4 2,5,!119 s 38.8/17.6 'Ib, .o Noise <25 <50 dBA I:GGling Natural_onveaion Operating Temcerature Range -13 to+140/-25 to+60'°'(40"F/--10`C option)(" T/T Protection RatingNEMA AX'Inverter with Safe 1 N Switch) i 'o For•;they regional settings please•-,ri SolarEdge support 'a A higher current Q'urre may be used;the inverter will limit its input Current to the values stated Revenue grade inverter PM:11ExxaxH-US000NNC3 For power de-rating mforrnation refer to:httpsy/nMnvsolaredge.com/sites/defaulufilps/se-temperature-deratiiig-note-rya pdf '9_40•:eision P/N.:ExkY H-USu00NNU4 0 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 other trademarks mentioned herein are trademarks of their respective owners Date:032019N01/ENG NAM Subject to change without nonce.