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20-1163
ED H City of Zephyrhills PERMIT NUMBER "" 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001163-2020 wr,a Phone: (813)780-0020 ` Fax: (813)780-0021 Issue Date: 12/16/2020 Permit Type: Electric Service Replacement/Misc z P.roperty Nurn lier Street$'Address„ ` 04 26 210070 00200 0130 36034 Stable Wilk Avenue Owner InformationPermit Information r Contractorinfoirmation,�* m- .,, Name: LUISA CUAO Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Add/Alter Residential LLC Address: 36034 Stable Wilk Ave Building Valuation:$6,292.00 ZEPHYRHILLS,FL 33541-2554 Electrical Valuation:$25,168.00 CP I'll Phone: (786)506-1780 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$31,460.00 Total Fees:$248.76 Amount Paid:$248.76 Date Paid:12/16/2020 11:04:28AM Pro ec`t�D401 tron , ` - f A., �� � 1 p. _:_ _ ,.. y�r F INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC az Application Fees Electrical Plan Review Fee $82.92 Electrical Permit Fee $165.84 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. 0:�� y!rn CONTRACTOR SIGNITURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-7811-0020 City of Zephyrhills Permit Application RMI-813-7811-MI Building Department Date Received Phone Contactilor Permitting lmu ;U6 ma�i ownses,Name O F CUP0 owner Phone Number L7 Owners ie.Add.13&0;3 q 97-Agtt Wr owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple TitfailholderAddress F- JOB ADDRESS 54203 LOT susomstoN FrLVER-nbO kj*et 4CELUW 1 oq-2& -21-6070 . 00 U0- ,oijo (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRR ' ADDIALT 1771 SIGN r7 DEMOLISH R INSTALL REPAIR PROPOSED USE Q SFR rl COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK C3 FRAME Q STEEL DESCRIPTION OF WORK 1-rN<77wi-,9T7--6A) or PV 2ut-W. (POOP -M600TED) BUILDING SIZE I 1 80 FOOTAGE HEIGHT Eau.,. . . . . . . . . . . . . . . .. . . . . .. .... . . . . . . . .. . . . . . . LOING Ile VALUATION OF TOTAL CONSTRUCTION ICE PROGRESS ENERGY = W.R.E.C. =PLUMBING —J =MECHANICAL —I VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING r-1 SPECIALTY= OTHER FINISHED FLOOR ELEVATIONS —1 FLOOD ZONE AREA =YES NO . . . . . . . . ... .. . BUILDER COMPANY SIGNATURE REGISTERED YIN I FEECURREN LZLN_j Add. JJV. JqAff-v-,q a V 77771 License tp FF�J'0 U-7 q 0 ELECTRICIAN COMPANY vrvrAJ7- gow-q SIGNATURE I REGISTERED I Y/ N I RmcuRRen I YINrT I .Add. QV- qaAhAld tWF- I License#1 PLUMBER COMPANY = SIGNATURE REGISTERED Y/N i FEE MIRREI, Ly 1 N Address I License MECHANICAL COMPANY = SIGNATURE REGISTERED I YIN I FeEcuRRFN LILN J Add. F- I License 4 F— OTHER COMPANY = SIGNATURE REGISTERED I Y/N I FEECURR8\ LILN J Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum tan(10)working days aftersubmittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivisionsilarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page;(1)set of Energy Forms.R-O-W Permit for now Construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,StomnwatsIr Plans w/Silt Fence Installed, Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)Sam of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Flu out application completely. Owner&Contractor sign back of application,notarized It over=500,a Notice of Commencement is required. (A/C upgrades over S74100) car 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) Reroofa if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if an public roadways-needs ROW 1 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations°The undersigned assumes responsibility for compliance with any applicable deed restrictions. ` UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not'licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building inspection Division—Licensing Section at 727-W- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) 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 LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that 1 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 taws 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 1 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,WaterlWastewaterTreatment. • Southwest Florida ,Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement - Federal Aviation Authordy-RunWays. I understand that the following restrictions apply to the use of fall: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted- - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - if the fill material is to be used in Flood Zone"A"in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,l 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 shalt 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 ATTO N E ORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 3} OWNER OR AGENT CONTRACTOR Sub ad d swo r a rn VM qjV1I Subscribed and swam to(or affirmed)before me this gW i are personally known to me or hasihave produced Who[stare personalty known to me or hasthave produced as identification. as identification. Notary Public Notary Public Commission No. ` Commission No. r Name of Notary typed,printed or stamped Notary Public State Of Fkxtde James Quillen •y"� a� My Commu+mon HH 012750 '?t d1 Expires 09IM2024 (14 City Of. yrhilIs BUILDING PLAN REVIEW COMMENTS ContractorlHomeowner: V � y i n4 �-ob:;,,,c Date Received: )- h .?-0,;�-,4 Site: o_,3 7 J`IA Y le 1,2 i PermitType: T h.1�?� 1� ;a °`1 nvF1 �� fV Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE Olar1800 W Ashton Blvd. vnvinxim® 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 c November 30, 2020 Re: Structural Engineering Services Cuao Structure 36034 Stable Wilk Ave, Zephyrhills, FL S-6514508; CAD Version: 3; FL-01 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced structure: 1. Site visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. Based on the above information, we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: A. Description of Structure: The existing structure has typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard construction components. The designed areas of:the home consist of the following framing methods: • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • 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.) VIVIN r Page 1of3 A sunrun COMPANY i DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE 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'/2" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per mount and therefore is adequate. • RL-U SpeedSeal: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Southern Pine is 235 Ibs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated above. The following values have been verified by in-house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections should be staggered, where possible, to distribute load to adjacent members. Modules in Landscape Modules in Portrait Roof Zone Interior Ede Corner Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 48 48 48 33 31 34 Cantilever in 16 16 16 11 10 11 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, ��� '4� - J. Matthew Walsh, PE FL License No. 84923 = * Ng 84 + OocuSigned by: ` p � STATE OF [,7AEEB20514FE4D2 �;_ =rC ORIV-- \\\ Matthew Walsh /��// 0 ,��\\`\ November 30,2020 1 5:44 PM MST 11/30/2020 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. vivintSolar Page 2of3 A sunrun COMPANY DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE vivina ® � � 1800 IN Ashton Blvd. t.SoLehi, 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 H I� z�. n , Irs Page 3of3 A sLJf run COMPANY DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE Structural Design Criteria Project Address Date: November 30,2020 Cuao Residence 36034 Stable Wilk Ave Zephyrhills,FL s-6514508 \\N 1A E VV yV� f� Residence \�� �, ��C E N S4; �� Risk Category II Roof Area 2084 sf * N� 8`i ; Upper Floor Area 1563 sf — Number of Stories 2 1, STATE OF Mean Roof height 25 ft % ® '. <4 Upper Floor height 10 ft ii��� =c�OR%OP,"������ Location Parameters // ®®NAL Latitude 28.2512828 Z✓1�/ /�q�19\� Longitude -82.2206132 Site Class D(Default) Risk Category II 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 7-10 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:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 23.0 deg Product Information No.of Panels 44 Weight 3.00 psf including mounting system Installed Area 798.7 ft2 No.of Connectors 58 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:6C20BEA2-C653-4B9C-9E3D-OB977E916OBE VIVIn' ue-dar ts 1800 W Ashton Blvd. Structural Group Lehi, UT a 4043 J.Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown,PE- Civil QftectorofEngineerfng Strixturef Engineering Slructuref€Vneering ibmes.waistp@yMnmoiar.com kirknelson@vivintsolar.com sam brown c@vivinzsolar com Mount Spacing Calculation ASCE 7-10 Simplified Procedure for Components and Cladding NDS Section 12 Site-Specific Parameters ICC Code Cycle 2015 Wind speed (V) 145 mph Exposure Category D Roof Slope (A) 23.0 deg Effective Wind Area 20 sf Least Horizontal Dimension 30.00 ft Adjustment Factor(A) 1.61 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) 0.78 ASCE 7-10 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 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 51 psf 79,psf 144 psf A*Kzt*Pnet30 Fastener Capacity Calculation 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 mmn r , S' ; DocuSign Envelope ID:6C20BEA2-C653-4B9C-9E3D-OB977E9160BE vivint. sol a r 1800 W Ashton Blvd. Structural Group Lehi, UT W43 J.Matthew Walsh, PE Mrk M.Nelson, SE Samuel Brown,PE-Civil Director of Engineering Structural Engineering Strudwa!Engineering j4mes.waish@vivintsolar.com kirk.nelson@Wvintsolar.com sam.brown p_vrvintsolar corn 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 339 Ibs Controlling Capacity 443 Ibs 238 Ibs Portrait Zone 1 Zone 2 Zone 3 Uplift 33 in 31 in 34 in Shear 437 in 658 in 1316 in Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(6)*D Controlling Spacing 33 in 31 in 34 in Landscape Zone 1 Zone 2 Zone 3 Capacity Uplift 57 in 54 in 58 in L*0.6(D-W) Shear 750 in 1127 in 2255 in Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*D Controlling Spacing 48 in 48 in 48 in Wind Uplift on Each Fastener Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing *Vertical Spacing Portrait 15 sf 10 sf 5 sf Landscape 13 sf 9 sf 4 sf Demand in Uplift Atdb*0.6(Pd-W) Portrait 443lbs 443lbs 443lbs Landscape 372lbs 395lbs 365lbs Capacity in Uplift 443lbs 443lbs 443lbs Max Utilization=1.00 Demand in Shear Atfb*SIN(A)*D Portrait 18lbs 11lbs 6lbs Landscape 15lbs 10lbs 5lbs Capacity in Shear 238 lbs 238 Ibs 238 Ibs Max Utilization=0.08 Page 4 of 4t' . 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Guelph,Ontario edvale Avenue west, 545 Spe ENGINEERING DRAWING(mm) C51H-330MS/I-V CURVES Rear View Frame Crolss Section A-A A A 16,0_ 12 ____ _ _____ __ _ - _ 12 11 35 J 135 - --- - - „ - - _ 10 -------------------------- _ - 10 _-----_------ -- - 9 ..___ .__ _ ._ .. __. 9 _.___. _--- 8- M1{eu nail l;ol:, ___ _____________ 4 _ .__ 4- Mounting Hole 2 __ _ .. 2 .. ____.______ ________ 0 V 0 V 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 runs I ---- --I-- 1000 W/m° 5°C 1! 6 Gr��ra rg web a! •A 800 W/w 25°C■ 600 W/m' 45°C 7 ----9Q4_-----"- 400 W/W 65°C 992 ` - - ■ 200 W/m' ELECTRICAL DATA STC* MECHANICAL DATA CS1H 320MS 325MS 330MS 335MS 340MS Specification Data Nominal Max.Power(Pmax) 320 W 325 W 1330 W 335 W 340 W Cell Type Mono-crystalline Opt.Operating Voltage(Vmp) 36.2 V 36.6 V 137.O V 37.4 V 37.8 V Dimensions 1700 x 992 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 A4.2 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% 19.270/. 119.57%19.86% 20.16% Frame Anodized aluminium alloy Operating Temperature -40°C-+85*C J-Box IP68,3 bypass diodes Max.System Voltage 1 OOOV(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 1 (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-+5 W *Under Standard Test Conditions(STC)of irradiance of 10oo W/m',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 1243 W 247 W 251 W Temperature Coefficient(Pmax) -0.37%/°C Opt.Operating Voltage(Vmp) 33.4 V 33.7 V 134.1 V 34.5 V 34.8 V Temperature Coefficient(Voc) -0.29%/°C Opt.Operating Current(Imp) 7.07 A 7.11 A 17.14 A 7.17 A 7.20 A Temperature Coefficient(Isc) 0.05%/°C Open Circuit Voltage(Voc) 41.0 V 41.1 V 141.2 V 41.3 V 41.5 V Nominal Module Operating Temperature 44±3*C Short Circuit Current(Isc) 7.60 A 7.63 A I7.66 A 7.70 A 7.73 A *Under Nominal Module Operating Temperature(NMOT),irradiance of 800 W/w.spectrum AM 1.5,ambient temperature 20°C,wind speed 1 m/s. PARTNER SECTION ........................................................................................................... I 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. i E ........................................................................................................... .....................................................................................:.......................................................................................................................................................... CANADIAN SOLAR INC. 545 Speedvale Avenue West,Guelph,Ontario N1 K 1 E6,Canada,wvvw.canadiansolar.com,support@canadiansolar.com December 2019.All rights reserved,PV Module Product Datasheet V5.583 EN g Sin • le Phase- Inverter • • C with HD-Wave Technology m for North America T1 SE3000H-US / SE380OH-US / SE5000H.-US / SE6000H-US / SE760OH-US / SE10000H-US / SEI140OH-US 12-25 m solar. YEAR ti,r� wove LA ® solar==i vLIL wove I C - •••• 6969 ' O O 14% - 4S Optimized installation with HD-Wave technology / Specifically designed to work with 0 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 solar=@9 / Single Phase Inverter With HD-Wave TechnOl®gY for North America l SE3000H-US / SE3800H-USI/ SE5000H-US / SE6000H-US/ SE7600H-US / SE10000H-US / SE1140OH-US OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208,V 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. (211-240-264) ✓ ✓ ✓ ✓ I ✓ ✓ ✓ Vac AC Output Voltage Min.-Nom.-Max. ✓ ✓ ! ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.50' Hz Maximum Continuous Output 12.5 16 21 2S 32 42 47.5 PA Current @240V Maximum Continuous Output _ 16 24 - - 48.5 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 17650 W Maximum DC Power @208V - 5100 I 7750 i 15500 W Transformer-less,Ungrounded j Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V'2' 8.5 10.5 13.S 16.5 20 27 30.5 Adc Maximum Input Current @208VI21 - 9 13.5 I 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 60042 Sensitivity Maximum Inverter Efficiency 99 99.2 I % CEC Weighted Efficiency j 99 99 @ 240V I % 98.5 @ 208V Nighttime Power Consumption <2.5 I W ADDITIONAL FEATURES ! I Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) l 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 j Grid Connection Standards j IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class 8 INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG I"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 174 213 x 14.6 x 7 3/540 x 370 x 185 in/ (HxWxD) mm Weight with Safety Switch 22110 25.1/11.4 i 26.2/11.9 38.8/17.6 lb/kg Noise <25 <50 dBA Cooling Natural Convection i Operating Temperature Range -13 to+140/-25 to+60t"(-407/-40°C Option)"' `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:SExxxxH-US000NNC2 "For power de-rating information refer to:https://mm..sclafedge com/sites/defaulVfiles/se-temperature-deraung-note-na pdf "-40 version P/N SExxxxH-US000NN1J4 :0 SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,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. GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES: 2017 FLORIDA BUILDING CODE-RESIDENTIAL 6TH EDITION 0 2014 NATIONAL ELECTRICAL CODE ALL WORK SHALL COMPLY WITH REV^.'LING CODES FLORIDA StILDi G CO NATIONAL ELECTRIC CODE. AND THE CITY OF ZEPHYRHILLS ORDINANCES DEC 08 220 REVIEW DATE SHEET INDEX CITY OF iNIPi;yR ILL PV 0.0 -COVER SHEET PLAN EXA PV 1.0-SITE PLAN S 1.0- MOUNT DETAILS E 1.0- ELECTRICAL DIAGRAM E 2.0- ELECTRICAL NOTES E 3.0-WARNING LABELS E 4.0-WARNING LABEL LOCATIONS X-SITE PHOTO(S) 11III//j�/� \\\\` ç NE W WIC//5- 1 Nar 84�2t r Sy GENERAL ELECTRICAL NOTES GENERAL STRUCTURAL NOTES 1.ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL 1.THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING RL P ', STATE OF / MEANS DESIGNED AND LISTED FOR SUCH USE. FOR ROOF-MOUNTED SYSTEMS- UNIVERSAL RAIL-LESS SYSTEM BY SNAPNRACK.THE MOUNTING FEET ARE TO BE * p.. WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SPACED AS SHOWN,IN THE DETAILS-AND MUST BE STAGGERED TO ADJACENT // s+ ORIO '� SURFACE. FRAMING 2.ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE 2.UNLESS NOTED OTHERWISE SEE S 1.0-ADDITIONAL `/// NA MOUNTING ANCHORS SHALL BE 5/16"LAG SCOI 11111 1 CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2-1/2"MIN PENETRATION INTO ROOF FRAMING. 11/3012020 3.SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL RELEVANT CODE 3.THE PROPOSED PV SYSTEM ADDS 3.0 psf TO THE ROOF FRAMING SYSTEM 4.RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE 4.ROOF LIVE LOAD=20 psf TYPICAL-0 psf UNDER NEW PV SYSTEM. INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCE 5.GROUND SNOW LOAD=0 psf VOLTAGE. 6.WIND SPEED=145 mph 5.SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS-CALCULATIONS-SCHEDULE AND 7.EXPOSURE CATEGORY=D SPECIFICATIONS vivint•Solarsunrur ` NY 1800 ASTON BLVD.EHI,UT,84043 o- 1.877.404.4129 FL LIC:ECC13006740 I CRC1331849 PHOTOVOLTAIC SYSTEM SPECIFICATIONS SYSTEM SIZE - 14.300KW DCI11.400KW AC CUAO RESIDENCE 36034 STABLE WILK AVE MODULE TYPE&AMOUNT- (44) CANADIAN SOLAR CSI H-325MS WITH SOLAREDGE P340 OPTIMIZERS Z -255 EPHYRHILLS,FL 335414 MODULE DIMENSIONS: (L/W!H) 66.9"!39.1"11.38" UTILITY ACCOUNT:0721274497 METER:003487755 a � e s� INVERTER- (2) SOLAREDGE TECHNOLOGIES SE7600H-USS AND SE3800H-USS INTERCONNECTION METHOD (GRID-TIED):LOADBREAKER v N ROC:FL-01 Pv 0.0 DRAWN BY:DIN DATE:11/21/2020 REVISION:0 w SYSTEM LEGEND PV STRINGS: ROOF SECTIONS: PV STRING 1 =15 MODULES ROOF PLANE 1 SLOPE=23° PV SYSTEM SIZE: ROOF PLANE 1 AZIMUTH=254° (N)14.300kW DC 111.400kW AC PV STRING 2=15 MODULES ROOF 1 MAT=COMPOSITION SHINGLE PV STRING 3=14 MODULES ROOF PLANE 2 SLOPE=23° ROOF PLANE 2 AZIMUTH=164° POINT OF INTERCONNECTION IN ROOF 2 MAT=COMPOSITION SHINGLE [J EXISTING EXTERIOR MSP TIED TO UTILITY METER 003487755. ROOF PLANE 3 SLOPE=23° (N)PV SYSTEM AC DISCONNECT. ROOF PLANE 3 AZIMUTH=74° ROOF 3 MAT=COMPOSITION SHINGLE (N)DEDICATED PV SYSTEM COMBINER ©PANEL. ROOF PLANE 4 SLOPE=23° ROOF PLANE 4 AZIMUTH=344° 'ri (N)2 PV STRING INVERTERS: ROOF 4 MAT=COMPOSITION SHINGLE I SE7600H-USS&SE3800H-USS \ \ ` \\ \\\' I\" \\ O (N)44 CANADIAN SOLAR CS1H-325MS \ \ \ \ \\ \ \ \ \ \\ \ \ \\ ROOF PLANE 5 SLOPE=22° MODULES WITH P340 OPTIMIZERS \ \ `\ \ ROOF PLANE 5 AZIMUTH=74° MOUNTED ON THE BACK OF EACH `\ ` \\ \ ` \\ `\ \ ROOF 5 MAT=COMPOSITION SHINGLE MODULE. \ \ \ \ \ \ \ \ \ \ \ \ \ (N)JUNCTION BOX. \ ` \ `\ \ `\ \ (MOUNTED WITH SOLADECK) \\\ \ \ ` \ \ \ \ ` \\ j \\\l\\ \ \ `\ \ f \\ \ \ \ \ \ J w ` \\\\11IIII1///�' 1 " Nc+ 84S • 'y cocv, � A = *oG � C Q STATE OF ;�IQ O ` ORIOP-"O��►\�\ ONA"Va\\�\\ ❑ Ø __ I111 11/30/2020 O wint.Solar 1800 ASHTON BLVD.LEHI,UT,84043 STRUCTURAL UPGRADE SHALL BE COMPLETED PRIOR TO THE M ¢C 1 FL LIC:ECC13006740 I CRC1331849 SOLAR PANEL INSTALLATION. CUAO RESIDENCE SEE STRUCTURAL REVIEW LETTER AND DETAILS FOR 36034 STABLE WILKAVE CONSTRUCTION REQUIREMENTS. ZEPHYRHILLS, L 1-2554 UTILITY ACCOUNT:0721274497 METER:003487755 J 'U SITE PLAN ROC:FL-01 N 65145O PV I .0 ! DRAWN BY:DIN SCALE: 3/16" = 1'-O„ DATE:11/2112020 ��= REVISION:0 ______w - - MOUNTING NOTES RL UNIVERSAL MOUNT MODULE,TYP. SS SPLIT LOCK WASHER _ ______ Fir GROUND LUG R PRC BONDING CHANNEL NUT -SPEEDSEAL TRACK STANDOFF: GROUND CONDUCTOR SPEEDSEAL TRACK MIN-31/2"MAX-4 1/2" COMPOSITE SHINGLE / I, I '2-1/2" MIN" SHEATHING MIN. SPEEDSEALTRACK EMBEDMENT FILLED 5/16"SS LAG SCREW WITH ROOF SEALANT PER MANUFACTURER I INSTRUCTIONS FRAMING SIDE VIEW FRONT VIEW SNAPNRACK RL UNIVERSAL MOUNT `` SNAPNRACK GROUND LUG R PRC NOT TO SCALE NOT TO SCALE PORTRAIT: MAX 34" SPACING(L) I VRL UNIVERSAL MOUNT,TYP. GE:MAX \\, (Ill//,, L 8"SPACIN I( CONDUIT ��\`\Q,(� � CONDUIT SUPPORT -J / " N( 84s f STATE OF i I I I CONDUIT MOUNT PRC t SS WATER TIGHT • (V SEALED SCREW / s ONAt- * \\ FRAMING,TYP, I I i I I I I I 11/30/2020 I I I I I I I I I - - i I i (M TYP vivunt.Solar A SU ONBL COMPANY CANTILEVER CANTILEVER 1800 ASH T0 BLVD.LEHI UT 84043 i I L/3 OR I I I I I - L/3 OR FL LIC:ECC13006740 i CRC13, 1849 LESS RL UNIVERSAL LINK,TYP. LESS 1.877.404.4129 SNAPNRACK MOUNT SPACING TYP. S_ NAPNRACK CONDUIT MOUNT DETAIL WILK 36034 STABLE AVE NOT TO SCALE 4 :NOT TO SCALE ZEPHYRHILLS,FL 33541-2554 E / UTILITY ACCOUNT:0721274497 M METER:003487755 U C., MOUNT DETAILS S#S-6514508 J 1 .0 ROC:FL-01 DRAWN BY:DIN SCALE: NOT TO SCALE DATE:11/21/2020 O I W Photovoltaic System IConduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size (Watts) 1 14300 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size r- AC System Size(Watts) 11400 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A Total Module Count 44 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A Q LO v LO N U J M ,- 2 DC-to-DC Converter Output(THWN-2) 12 AWG _ 4(2V+,2V-)B/R FMC 1/2" = - m N J n 2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" w LL o 3 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R FMC 1/2" — o Q 7 o -E 3 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" O v a 4 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R EMT 112" C) N 4 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" m } 5 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R EMT 1/2" 5 EGC(THWN-2) 12 AWG 1(GRN) EMT 112" 6 Inverter Output(THWN-2) 8 AWG 3(L1,L2,N)B/R/W EMT 3/4" 6 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4 7 Inverter Output(THWN-2) 12 AWG 3(L1,L2,N)B/R/W EMT 1/2" eL 7 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2 C z 8 Inverter Output(THWN-2) 6 AWG 3(L1,L2,N)B/R/W EMT 3/4" O Q CL 8 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" fIt O CO ,��44N fill 05 C rj •861 1 1 Cl) StorEdge 5E38001 -USS '~- Jf 0 STATEOF I ' _ _ _ ' STRING 3: 14 PV 1 2 'rI ^� t � .�''� p N MODULES W 12/1/2020 N N 00 StorEdge SE7600H-USS License Expires: 2/28/2021 Main disconnect derated 14 PV MODULES PER INVERTER=4550 WATTS STC from 200A to 175A = U w m Point of Interconnection,Load Side co u 705.12(D)(2)(3)(b) ≥ z 0 Square D DU222RB, w w 1D 240V/60A,Unfused, Existing Eaton 240V/20 0 00 iiiiii::i" 20A NEMA3R Service Panel,Single Pha Q - with 175A Main Disconn _ Z w Ln Main STRING 2: 15 1 2 15 4OA Shutdown Disconnect SHEET PV MODULES NAME: W/OPTIMIZERS 17 A t�lp 1 2qBox i 6A � 3 STRING 1:15 1 2 15 Combiner Panel 125A/240V,Square er1 PV MODULES NEMA 3R J DHOM48L125GRB U SHEET W/OPTIMIZERS $ NUMBER: JLJ i __ _ EW 50A 30 PV MODULES PER INVERTER=9750 WATTS Visibl Loc a e'Knife'AC Minimum GEC size r-I STC Disconnect AWG copper I LJ Inverter/Optimizer Specs PV Module Rating @ STC Conductor Calculations N Optimizer SolarEdge P340 Module Make/Model Canadian Solar CS1H-325MS > v Wire ampacity calculated from 310.15(B)(16) & (17) as appropriate with ambient temperature a N DC Input Power 340 Watts Max.Power-Point Current(Imp) 8.88 Amps ( )( )( ) ( )( )( ) J ) v Y Ln N calculations from 310.15 B 2 a &310.15 B 3 c and raceway fill adjustments from 310.15(6 u __ m N DC Max.Input Voltage 48 Volts Max.Power-Point Voltage(Vmp) 36.6 Volts. (3)(a). Conduit on the roof shall be installed no less than 1"above the roof deck. a LL N DC Max.Input Current 13.75 Amps Open-Circuit Voltage(Voc) 44.1 Volts C, w PV Circuit conductor ampacity is constrained using the 75°C column with the continuous duty DC Max.Output Current 15 Amps Short-Circuit Current(Isc) 9.64 Amps uprating or the 90°C column with the relevant ambient temperature and raceway fill o s o Max.string rating inverter dependent.See SE documents. Max.Series Fuse(OCPD) 20 Amps adjustments without the continuous duty uprating per 690.8(B),whichever results with a CU U Inverter Make/Model StorEdge SE7600H-USS Nom.Max.Power at STC(Pmax) 325 Watts larger wire size. U o N Y CEC Efficiency 99 % Max.System Voltage 1500V(IEC)or 1000V(IEC/UL) Non-PV Circuit conductors use the ampacity in the 75°C column or the 90°C column with the m relevant ambient temperature and raceway fill adjustments,whichever is less 110.14 C & D AC Operating Voltage 240 Volts Voc Temperature Coefficient -0.29 %/C P J ( ( ) Cont.Max Output Current 32 Amps 310.15(A)(2)).The rating of the conductor after adjustments shall be greater than, or equal to, DC Max Input Current 16.5 Amps ASHRAE 2017 VANDENBERG AP the continuous duty uprated current. Input Short Circuit Current 45 Amps Highest Monthly 2%D.B.Design Temp.:35.1°C More information about conductor calculations can be provided upon request. Lowest MiFactor Mm .Mean Extreme D.B.:-5°C Calc. Ex:Wire Ampacity x Ambient Temp. Corr. x Conduit Fill Adj. Factor>=Output Max Output Fault Current 40 A/20 ms Current Inverter 2 Make/Model StorEdge 5E3800H-USS O z (Tag 1 Under Array): CEC Efficiency 99 % Power Source(s) Output Calc: 705.12(D)(2)(3)(b) DC-to-DC Converter Output: 10 AWG rated 30 A, 30 A>= 18.75 A '�O/ a AC Operating Voltage 240 Volts (Tag 2 Attic): v • 0 Cont.Max Output Current 16 Amps Main Bus Rating: 200 Amps DC-to-DC Converter Output: 12 AWG rated 30 A, 30 A x 0.71 x 0.8= 17.04 A>=15 A } DC Max Input Current 10.5 Amps Main Service Breaker Rating: 175 Amps (Tag 3 Attic): C Input Short Circuit Current 45 Amps PV Breaker Rating: 60 Amps DC-to-DC Converter Output: 12 AWG rated 20 A, 20 A>= 18.75 A ■ L Max.Output Fault Current 17.5 A/20 ms 175A+60A<=200 x 1.2; 235<= 240A, OK (Tag 4 On Roof): ' DC-to-DC Converter Output: 12 AWG rated 30 A, 30 A x 0.71 x 0.8= 17.04 A>= 15 A �a N (Tag 5 On Roof): > DC-to-DC Converter Output: 12 AWG rated 20 A, 20 A>= 18.75 A CU (Tag 6 Exterior): a, U Inverter Output:8 AWG rated 50 A, 50 A>=40 A (Tag 7 Exterior): Inverter Output: 12 AWG rated 20 A, 20 A>=20 A N (Tag 8 Exterior): Other Notes o Inverter Output:6 AWG rated 65 A, 65 A>=60 A • Designed according to and all code citations are relevant to the 2014 National Electrical Code. 00 -1 U o Current and OCPD Calculations (690.7, 690.9) 5z o 00 # No.86111 PV Source Max Circuit Voltage: Module Voc x (1-(AT x Voc Coeff)) [art.690.7(A)] Q - 0 0 m Ln C51H 325MS:44.1 V x(1-((25 C--5 C) x-0.29%))=47.94 V<=48 V z z u STATE OF SHEET w Lo Inverter Output Circuit(s): Listed Output Current x 1.25 [art. 690.9(B)] Inverter 1:SE7600H-USS Max Output=32 A x 1.25=40 A<=40 A(OCPD) NAME: �`'#�s' 'Ol�AL t;�•������ Inverter 2:SE3800H-USS Max Output=16 A x 1.25= 20 A<=20 A(OCPD) t111til 12/1/2020 System output current w/continuous duty=60 A<=60 A(System OCPD) Q) w License Expires: 2/28/2021 Z a SHEET NUMBER: W Inverter 1 DC Disconnect per 690.53 All AC Disconnecting Means-AC Disconnect(s), ' • ' • =16.5 A Installed within 3 ft of Rapid Shutdown Switch, Reflective,and shall be placed Combiner Panels,and Load Centers per 690.54 r` Conduit, Raceways,and J-Boxes(Labeled Every 10')and a� on both Panel Exterior&next to Main Disconnect per per 690.12(5) � • ] • • ' • • 400 V Reflective per 690.31(G)(3)&(4) • • • a • 480 V • • 1 r • • • . 48 A W - m N • . • . • I• • w LL r • • ' 240 V Ln J Vf 30 A N O u Inverter 2 DC Disconnect per 690.53 t� m Q a Main Service Panel and Reflective per 690.56(C) > • ' • ' • 10.5 A DC Disconnect per 690.14(C)(2) iv ■ • • • • • • 380V • 480 V • ' 1 • `ti� x111i�i �f 15 A '��� (} t#'I EL ;" ` '�ir D z Combiner Boxes,J-Boxes, Disconnects,Devices,& � � Inverters In Un-Grounded Systems per 690.35(F) STATE QF WARNING '-.:� R��*, C L ELECTRICAL SHOCK HAZARD ��1 O1VA4.� �r ' 11t1 •� N � THE DC CONDUCTORS OF THIS , Plaque/Directory at Service Disconnecting Means per 690.56(B),&705.10 PHOTOVOLTAIC SYSTEM ARE UNGROUNDED 12/1/2020 a AND MAY BE ENERGIZED License Expires: 2/28/2021 CD V • All Disconnecting Means-AC&DC Disconnect(s), Load Centers,and Combiner Panels per 690.17(E) ' I ' IP I ' ' II rr4 ÁWA R N I N G II IS I P ELECTRICAL SHOCK HAZARD ^ V O DO NOT TOUCH TERMINALS ,. I 1 m ` TERMINALS ON THE LINE AND z U LOAD SIDES MAY BE ENERGIZED z m u IN THE OPEN POSITION ≥ — > z • • Inverter Output Connection(Solar Breaker)at w w o 00 Main Service Panel per 705.12(D)(2)(3)(b) J J o C ®®�� ► �� I T J:1;] 4 ; [ AWARNING Z Z U n W 1.o POWER SOURCE OUTPUT CONNECTION SHEET ►� � • 1 1 ' ' NAME: • e DO NOT RELOCATE --_ THIS OVERCURRENT PROTECTION DEVICE I ' I C --- , Dual Power Sources in Main Service Panel •SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF ARTICLES 690 AND 705,UNLESS OTHERWISE SPECIFIED PER and Sub Panel(s)per 690.64& 7L�5.12(D 3 3 a LOCAL AHJ REQUIREMENTS•SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF SECTION 110.21(B)AS REQUIRED PER I) AWARNING ARTICLES 690 AND 705 AND SHALL COMPLY WITH ANSI Z535.4 - 2011,PRODUCT SAFETY SIGNS AND LABELS• SHEET SIGNS/LABELS SHALL BE REFLECTIVE IF REQUIRED TO BE SO PER ARTICLE 690•SIGNS/LABELS MEETING REQUIREMENTS NUMBER: DUAL POWER SOURCE OF ARTICLE 690 SHALL HAVE NO SMALLER THAN 3/8"WHITE TEXT ON RED BACKGROUND UNLESS OTHERWISE SOURCES: UTILITY GRID DEPICTED OR DESCRIBED •SIGNS/LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND PV SOLAR ELECTRIC SYSTEM AND SHALL NOT BE HANDWRITTEN •SIGNS/LABELS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE M rMl\/IR(1MAArtIT IMXMI 1/rr •Clr'ric/I ARr1 C CI-IAI I M rT rrI /rR rYICTIMIt MAAMII ILArTI IRrn I ARLI C LV RATED MAX POWER-POINT CURRENT ***A WARNING SITE PLACARD SHOWING ADDITIONAL POWER SOURCE RATED MAX POWER-POINT VOLTAGE ***V RAPID SHUTDOWN SWITCH POWER SOURCE OUTPUT CONNECTION '� 1 4 7 AND DISCONNECT LOCATIONS. PLACARD SHALL BE 10 w N MAXIMUM SYSTEM VOLTAGE ***V FOR SOLAR PV SYSTEM DO NOT RELOCATE > MOUNTED ON EXTERIOR OF ELECTRICAL PANEL MAXIMUM CIRCUIT CURRENT ***A THIS OVERCURRENT PROTECTION DEVICE U J m rq m LL r WARNING WARNING PHOTOVOLTAIC SYSTEM a) m c ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF DUAL POWER SOURCE a O 2 WARNING: PHOTOVOLTAIC POWER SOURCE 5 EQUIPPED WITH g 11 C N > U THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND SOURCES: UTILITY GRID RAPID SHUTDOWN a MAY BE ENERGIZED AND PV SOLAR ELECTRIC SYSTEM o N m �-� WARNING MAIN BREAKER DE-RATED PHOTOVOLTAIC AC DISCONNECT 3 PHOTOVOLTAIC 6 MAXIMUM AC OUTPUT CURRENT: ***A (� ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINAL 12 DUE TO SOLAR CIRCUITS DC DISCONNECT NOMINAL AC OPERATING VOLTAGE:***V 7 TERMINALS ON THE LINE AND LOAD SIDES MAY BE ***AMPS MAX ALLOWED ENERGIZED IN THE OPEN POSITION DO NOT UPGRADE ROOFTOP ARRAY ��t'.V.t IIJ i,F1111 z No,86111 `� __ v- ;k STATE OF , • v) j � 7 12 IF APPLICABLE > < Ct 12/1/2020 1 8 Lcense Expires: 2/28/2021 4 6 INSIDE 11 6cii: PANELTh . O EVERY 10'AND 00 0• 0 ',6 9 11 10 10 9 0 m N U WITHIN 1'OF ELBOWS Z m .4 '05; > z r DC O wW o0 DISCONNECT O Vn vi U INSIDE z Z U Ln SHEET - - - - �— I - - - - — - - - 1- - NAME: ROOFTOP COMBINER PANEL VISIBLE/LOCKABLE A/C VIVINT SOLAR METER VISIBLE/LOCKABLE A/C SUB PANEL MAIN SERVICE JUNCTION BOX 2 SOLAR INVERTER (WHEN USED) DISCONNECT(WHERE (WHERE REQUIRED) DISCONNECT (WHEN REQUIRED) DISCONNECT PANEL c N REQUIRED) - 9 (D *** value calculated for each TYPICAL SOLAR GENERATION INSTALLATION account,for specific value see the SHEET (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) previous warning label page NUMBER: •SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF ARTICLES 690 AND 705, UNLESS OTHERWISE SPECIFIED PER LOCAL AHJ REQUIREMENTS•SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF SECTION 110.21(B)AS REQUIRED PER ARTICLES 690 AND 705 ANDS LL COMPLY WITH ANSI Z535.4-2011,PRODUCT SAFETY SIGNS AND LABELS• SIGNS/LABELS SHALL BE REFLECTIVE IF REQUIRED TO BE SO PER ARTICLE 690• SIGNS/LABELS MEETING REQUIREMENTS OF ARTICLE 690 SHALL HAVE NO SMALLER THAN 3/8"WHITE TEXT ON ED BACKGROUND UNLESS OTHERWISE DEPICTED OR DESCRIBED • SIGNS/LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN •SIGNS/LABELS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE • I A •1 SERVICE DISCONNECT - rr-_ .x. 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