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HomeMy WebLinkAbout20-843 r t► Cityof Ze h rhills p y PERMIT.NUMBER 5335 Eighth Street ` Zephyrhills, FL 33542 BGR-000843-2020 Phone: (813)780-0020 Issue Date: 10/06/2020 . Fax: (813)780-0021 ; r V Permit Type: Building General (Residential) Property Number Street Address 24 26 210110 00000 2820 3290 Lytton Hall Drive Owner Information- Permit inform"ation Contractor Information Name: LIZABETH LUGO Permit Type:Building General(Residential) Contractor:ALSTON ELECTRIC LLC Class of Work:Electric Service Replacement/ Address: 3290 Lytton Hall Dr Building Valuation: ZEPHYRHILLS,FL 33542 Electrical Valuation:$30,870.00 Phone: (813)410-7455 Mechanical Valuation: Plumbing Valuation: bu .� Total Valuation:$30,870.00 Total Fees:$291.53 ,/� / Amount Paid:$291.53 �`fy Date Paid:10/6/2020 8:54:01AM Project Description INSTALLATION ROOF MOUNT PV SOLAR SYSTEM Application Fees - Electrical Plan Review Fee $97.18 Electrical Permit Fee $194.35 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 SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of ZephyrhillsPermit Application Fa*813-780-0021 Building Department Data Received l D Phone Contact for Permlttlng rrcacaaa ataaa Owner's NameE,4L- Owner Phone Number f 441n Owners Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS eC V DN I✓! /[G / LOT# pCO-�po✓ SUBDIVISION PARCEL ID# 27^ �(O' I ^t� - Ocmo- o� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CAOLNSTR B ADP ALRT = SIGN = = DEMOLISH PROPOSED USE SFR = Comm OTHER TYPE OF CONSTRUCTION Q p BLOCK Q`, FRAME [= STEEL = DESCRIPTION OF WORK .p � P Y ,0 p. J m D BUILDING SIZE SQ FOOTAGE t V HEIGHT crrcrrrr�cccr� cczrtrrrtartc�zrc'c�Ecz-r�'c'�a><'�' .X-Irrrc cccc� =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE //' o = PROGRESSENERGY VW.R.E.C. =PLUMBING $ / '6 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING SPECIALTY = OTHER J h n FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER FCOMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# ELECTRICIAN COMPANY Q�'.�( lG• r/y/�!^,,rf,�nX� SIGNATURE Y N`\ REGISTERED FEE CURREN Y/N Address I] on e_G License# PLUMBER COMPANY SIGNATURE F REGISTERED YIN FEE CURREN YIN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# Ita6alaatatttttataltlitlatlatt.al.t.la.i3lataitaaaaa.aaia.aaatl.ta6la.la2aTi 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 Pernit.for subdivisionsnarge 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)worldng days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.So 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. Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(AIC 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(PloVSurvey/Footage) Driveways-Not over Counter If on public roadways..needs ROW 813.780-0020 City of Zephyrhilis Permit Application Fax-813.780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this pemdt 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. UNUCENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,If the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the'contractor Block'of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACT/UTILITIES 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 Orcrinance 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$2,500.00 or more.I certify that I,the applicant, have been provided with a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide'prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant Is someone other than the'owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver It to the'owner"prior to commencement CONTRACTOWSIOWNEWS 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 developmenL 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 understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to Identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - 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 Authority-Runways. understand tha t the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"1P 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 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 I promise in goad faith to Inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.1 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,after,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 tha.Building Official for a period not.tc exceed ninety(90)days and wig 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 NOTICE OF COMMENCEMENT_ FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this S cri and swam o(or affirmed before me this by �by r: Who is/are personally known to me or has/have produced Who s/ rzersonaly known to me or has)have produced as identification. �-� as identification. Notary Public' �J �/14 1 Notary Public Commission No. Commission No. rZC= t7 C CD� Name of Notary typed,printed or stampedeaA rho f�otary typed,pooled or stamped Y Notary Public State of Florida Randall HuntMy Commission GG 310007 Expifes 0a/10/2023 ,�,�NSULTI Wyssling Consulting . 76 North Meadowbrook Drive Alpine, UT 84004 Scott E. Wyssling, PE, PP, CME office (201) 874-3483 swyssling@wysslingconsulting.com September 9, 2020 Suntuity Solar 2137 Route 35 Holmdel, NJ 07733 Re: Engineering Services Lugo Residence 3290 Lytton Hall Drive, Zephyrhills FL 8.820 kW System To Whom It May Concern: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Suntuity Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Suntuity Solar and will be utilized for approval and construction of the proposed system. 3. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. 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: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of truss system with all chords constructed of 2 x 4 dimensional lumber at 24" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Doug-Fir#2 or better with standard construction components. The existing roofing material consists of composite asphalt shingles. Photos of the dwelling also indicate that there is a permanent foundation. A. Loading Criteria Used • 145 MPH wind loading based on ASCE 7-10 Exposure Category"B" at a slope of 20 degrees • 7 PSF = Dead Load roofing/framing Live Load = 20 PSF/0 PSF(where panels are installed) • 3 PSF= Dead,Load solar panels/mounting hardware Total Dead Load=10 PSF The above values are within acceptable limits of recognized industry standards for similar structures in accordance with the (FBC 2017, 6th Edition). Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. Page 2 of 2 B. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecofasten Installation Manual', which can be found on the Ecofasten website (htip://ecofasten.com)). 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. 2. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Doug-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 Y2', is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, .using a thread depth of 2 %" with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed no greater than 48" o/c. 4. Panel supports connections shall be staggered to distribute load to adjacent trusses. Based on the above evaluation, it is the opinion;of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the FBC 2017, 6th Edition, current industry and standards, and based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. A--- uly yours, r . Scott E.Wyssli , PE Florida License No. W YS cEN N ST OF NA TV$:ONSIULT'= INSTR#2020159947 OR BK 10184 PG 2233 Page 1 of 1 09/25/2020 11:52 AM Rcpt.2209397 Row 10.00 DS:0.00 IT:0.00 Nikki,IvarezSowies Esq.,Pasco County Clerk&Com Her I i � I i Permit Number j Parcel ID Number O000O -ag 0 I� NOTICE OF COMMENCEMIENT State of Florida THE UNDERSIGNED hereby gives notice that improvements will be ma Je to certain reI property,and in accordance with Iction 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF i OMMENCEM 1.Description of property(legal descdp8on): A6now PA a 9 pa 11)D L a)Street(job)Address: �32$D L 2.Generat description of tmprovemertls: _k RZ_ a 1?D o L '1 I 3.Owner Information or Lessee information ff the Lessee contra d I or the Improve ent: 1 a)Name and address: `Z bB W b)Name and address of fee simple titleholder ff different than Owner iste6 above) c)Interest in property: WrW 4.Contractor Information f /p a)Name and address: 77�s�i i.1 Eft ct�G LGC l e.G 3 Sa3 b)Telephone No.: Fax No::(optional) 5.Surety(if applicable,a copy of the payment frond is attached) a)Name and address: b)Telephone No.: _ c)Amount of Bond: $ 6.Lender a)Name and address: b)Telephone No.: 7.Persons within the State of Florida designated by Owner upon w m notices or r documents may be served pro ded by Section 713.13(1)(a)7.,Florida Statutes: j a)Name and address: b)Telephone No.: Fax Nol:(optional) 8.a.in addition to himself or herself,Owner designates of I to receive a copy of the Lienoes Notice as provided in Section 713.1 (1)(b),Florida Lutes. b)Phone Number of Person or entity designated by Owner. 9.Expiration date of notice of commencement(the expiration date mE y not be before completion of construction nd fi t paymentto the contractor,but will be 1 year from the date of recordinguniess a differ nt data is s e I' d): I A AN WARNING TO OWNER., Y PAYMENTS MADE BY THE OWNER 11 R THE E) RATION OF THE NOTICE F C MENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART ,SECTION 71, 13,FLORIDA STATUTES, D CM RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NTICE OF COM ENCEMENT MUST BE REC RDED;AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEN TO OBTAIN' INANCING,CONSULT YOUR LENDER OR AN� ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR OTCE OF Cd MENCEMENT. j Under penalty of pegury,I declare that I have read the foregoing notice commencemed and that the facts stated there n are true to the best of my k nowled an_ belief. I LI' ( re Omer or Lessee,or ' ee's or Lesss(Authorised Offi w1Dhctn rwger) (Print N amS Is ) The foregoing instrument was acknowledged before me this day of �b by 1LI z a b c:ft, �-bc.e,o as o W type of ardnorxy.e.g. ,mstee,auomcey in faa) — for ,a rs(Name of peon) (type of authon7y,...e.g.officer, e> y in fad) for (n of party on of whom instttunent was Personally Known ❑ Produced ID� Type of t0 �_{ yt.le teocx Notary Signature Print name �.�' Nopry Public State ar FW4m i Randefl Hunt MY Commission GG 31ON7 I ' pia,n4 aspires 11it/111r2023 �ILST ON Alston Electric,LLC EC13009620 15103 Duggan Rd. Dade City, FL 33525 (352)458-1710 Letter of Authorization This letter supercedes all previous lists on file unless indicated. I, Leland Wells Alston,the license holder for Alston Electric, LLC, certify that the following individuals are authorized to acquire permits, schedule inspections, and sign on behalf of Alston Electric LLC for building department documents: I, the license holder, realize that I am responsible for all permits and or work done under my license number or work done that requires a permit. License Holder's Signature Date Notary Information State of Elmid a County of @j;5C0 The above license holder, whose name is .L sjn personally appeared before me and is known by me OR has produced the following type of identification 7TOrl"La, dww 11.1s,,on this 241 day of "AA0 Za Commission Stamp: Notary's Signature Daniel Corona c 18MWd *A21A 41-611 r� M I I Cl) '� d NEMA 3R \\ ! ► TRANSITION BOX f I I SOLAR MODULE- > O. ./ - _ O'' Nl I c =_ a / -- ___ \\ \ N lI O N v N N N WIND EXPOSURE B WORK SHALL CO IUIp (CATEGORY ALL�, (WIND SPEED 145m / CODES FLORIDA BUILDING WITH P ' SNOW LOAD o Ib/sqft NATIONAL ELECTRI CODE REVAIL AND THE CITY OF ZEPHYREILLS ' TABLE OF CONTENTS 46' ORDINANCES N O. TITLE PV - 1.0-1.1 ARRAY LAYOUT PV - 2.0-2.1 RACKING LAYOUT ROOF- I PV - 3.0 STRUCTURAL I TILT: 20 NOTt PV - 4.0 ELECTRICAL LINE DIAGRAM AZIMUTH: 180 1) THE EXISTING ROOF STRUCTURE HAS BEEN EVALUATED FOR THE PROPOSED ` NEW SOLAR LOAD AND DETERMINED TO BE OF SUFFICIENT CAPACITY TO INSTALL PV - 5,0 LABEL REFERENCE CODES: FBC 2017, NEC-2014 THE PROPOSED SOLAR ARRAY AS FOLLOWS: BUILDING USAGE = R- RESIDENTIAL A) SHINGLE ROOF - MECHANICALLY FASTENED PV SYSTEM NOT TO EXCEED ATTACHMENT DATASHEETS CONSTRUCTION = 5-B UNPROTECTED ROOF ARRAY ' I - WEIGHT OF 4.0 LBS./SO.FT. ; cf N _____ I 7 INSIDE HOUSE OCT 6 2020 SUB SERVICE PANEL REVIEW DATE , I TY CI OF ZEpHYRtgIL I I;! RL►H EXAMINED i ``��\\Illllllllf//// / // IE N .- :ii �= � ' i = 28.204482. ' ` , St• % I 82.161741 ENPHASE COMBINER PANEL - = j i I ; I -MAIN SOLAR UNFUSED DISCONNECT I = ao T MAIN SERVICE PANEL z �; I I CGM. UTILITY METER ST CV o I " - SITE MAP(N.T.S) COMPONENT LOCATION VICINITY MAP '��/r//111111111\`�\� j I II PROPOSED SYSTEM SPECIFICATIONS: ! j ELECTRICAL SPECIFICATIONS: SYSTEM SIZE:DC SIZE:8.820 KWP/AC SIZE:6.720 KWP SERVICE PANEL DETAILS:150A MCB WITH 200A BUSBAR RATING MODULE USED:LONG!SOLAR 315 W MONO PANEL:QTY(28) INTERCONNECTION METHOD:BACKFEED BREAKER IN MSP NOTE:THE PROPOSED ARRAY LAYOUTS&SPECIFICATIONS w I 10 PANELS ON ROOF-1 AT 20°PITCH,180°AZIMUTH(TRUE) PV OCPD SIZE:40A BACKFEED BREAKER ARE DESIGNED TO FIT THE EXISTING SITE CONDITIONS. _I i 14 PANELS ON ROOF-2 AT 20°PITCH,180°AZIMUTH(TRUE) SYSTEM SIZE, EQUIPMENT MANUFACTURER.QUANTITY AND DRAWING TITLE 04 PANELS ON ROOF-3 AT 20°PITCH, 90°AZIMUTH(TRUE) LAYOUT MAY CHANGE AT THE TIME OF INSTALLATION I ARRAY LAYOUT BRANCH CIRCUIT:2 CIRCUITS OF 14 MODULES ROOF SPECIFICATIONS: SUBJECT TO SITE CONDITIONS OR PRODUCT AVAILABILITY. INVERTER USED:ENPHASE IQ7 MICRO-INVERTER(28) ROOF TYPE:COMPOSITE SHINGLE I DATE DRAWN 09/09/2020 RACKING:ROOF-1&2:ECOFASTEN ROCK-IT ROOF CONDITION:GOOD I DRAWN BY I HARSH ROOF-3 :ECOFASTEN ROCK-IT WITH DECK-MOUNT RE-ROOFING:NOT REQUIRED REVIEWED BY! AJ;NKYA FLASHING:COMPOSITION SHINGLE FLASHING RAFTER:ROOF-1&2:VERTICAL RAFTERS:2"x4"@ 24"OC DRAWING NO. ROOF-3 :HORIZONTAL RAFTERS:2"x4"@ 24"OC SHEATHING:OSB WITH ASPHALT SHINGLES PV- 1 .0 M c MONN Zc (I) 30' I CN SOLAR MODULE- t1c __ ______ // a L f/ / / \ O; 02 a c N j N y / N ,-i cb N ___ __ __ / ,/f / ____ //' - ______________________________________ I V 15'-2" 7'-4" 28'-6,1 ROOT=-2 ROOF-3 TILT: 20° TILT: 20° r I AZIMUTH: 180° AZIMUTH: 90° V •'dc,E N SE•. ti I 5 - i 13 TATS OF • ROOF ARRAY �'%,,�ISIONuAL `�� II ; I I F PROPOSED SYSTEM SPECIFICATIONS: ELECTRICAL SPECIFICATIONS: ! ! I SYSTEM SIZE:DC SIZE:8.820 KWP/AC SIZE:6.720 KWP SERVICE PANEL DETAILS:150A MCB WITH 200A BUSBAR RATING I _I MODULE USED:LONG!SOLAR 315 W MONO PANEL:QTY(28) NOTE:THE PROPOSED ARRAY LAYOUTS&SPECIFICATIONS I„ INTERCONNECTION METHOD:BACKFEED BREAKER IN MSP 10 PANELS ON ROOF-1 AT 200 PITCH,1800 AZIMUTH(TRUE) ARE DESIGNED TO FIT THE EXISTING SITE CONDITIONS. PV OCPD SIZE:40A BACKFEED BREAKER 14 PANELS ON ROOF-2 AT 20°PITCH.180°AZIMUTH(TRUE) SYSTEM SIZE. EQUIPMENT MANUFACTURER.QUANTITY AND DRAWWG TITLE 04 PANELS ON ROOF-3 AT 20°PITCH, 90°AZIMUTH(TRUE) I LAYOUT MAY CHANGE AT THE TIME OF INSTALLATION ARRAY LAYOUT BRANCH CIRCUIT:2 CIRCUITS OF 14 MODULES ROOF SPECIFICATIONS: SUBJECT TO SITE CONDITIONS OR PRODUCT AVAILABILITY. INVERTER USED:ENPHASE IQ7 MICRO-INVERTER(28) ROOF TYPE:COMPOSITE SHINGLE DATE DRAWN] 09/09/2020 RACKING : HARSH OF 1& :ECOFASTEN ROCK-IT ROOF CONDITION:GOOD 'DRAWN BY I ROOF-3 :ECOFASTEN ROCK-IT WITH DECK-MOUNT RE-ROOFING:NOT REQUIRED REVIEWED BY AJINKYA FLASHING:COMPOSITION SHINGLE FLASHING RAFTER:ROOF-1&2:VERTICAL RAFTERS:2"x4"@ 24"OC I DRAIANG N0. ROOF-3 :HORIZONTAL RAFTERS:2"x4"@ 24" OC P v_ 1 . 1 SHEATHING:OSB WITH ASPHALT SHINGLES �>1' Ki C N N ,- 1 (I) .y V // fl \ nn • \\ yam .: / iH : 11'-11" 22'-3" LEGEND ROOF-1 = TRANSITION BOX NOTE / = MOUNT/DECK MOUNT 1) SOLAR PANEL LAYOUT SUBJECT TO FIELD ADJUSTMENT DEPENDING ON CLASH = COUPLING WITH ROOF OBJECTS,MAX VERTICAL AND HORIZONTAL STANDOFF SPACING AS PER ! STRUCTURAL ANALYSIS, MUST BE MAINTAINED AND NOT SUBJECT TO CHANGES. RACKING LAYOUT = STRING/BRANCH CIRCUIT `\. ��\11111111Urrrrr, l of I .•��cENs f• c I No -U__________ __________ ! 1 I1 / E FR0M GROUND LEVEL TO PEAK OF ROOF E1 •' L ' ! (scALE:N.T.S) �O,�:•• FL 0 Rt .' jj PROPOSED SYSTEM SPECIFICATIONS: i ELECTRICAL SPECIFICATIONS: SYSTEM SIZE:DC SIZE:8.820 KWP/AC SIZE:6.720 KWP SERVICE PANEL DETAILS:150A MCB WITH 200A BUSBAR RATING I ! [ MODULE USED:LONGI SOLAR 315 W MONO PANEL:QTY(28) INTERCONNECTION METHOD:BACKFEED BREAKER IN MSP NOTE:THE PROPOSED ARRAY LAYOUTS&SPECIFICATIONS 10 PANELS ON ROOF-1 AT 20°PITCH,180°AZIMUTH(TRUE) PV OCPD SIZE:40A BACKFEED BREAKER ARE DESIGNED TO FIT THE EXISTING SITE CONDITIONS. _ ' 14 PANELS ON ROOF-2 AT 20°PITCH,180°AZIMUTH(TRUE) SYSTEM SIZE, EQUIPMENT MANUFACTURER,QUANTITY AND DRAWING TITLE 04 PANELS ON ROOF-3 AT 20°PITCH, 90°AZIMUTH(TRUE) LAYOUT MAY CHANGE AT THE TIME OF INSTALLATION RACKING LAYOUT BRANCH CIRCUIT:2 CIRCUITS OF 14 MODULES ROOF SPECIFICATIONS: SUBJECT TO SITE CONDITIONS OR PRODUCT AVAILABILITY. DATE DRAWN 09/09/2020 INVERTER USED:ENPHASE IQ7 MICRO-INVERTER(28) ROOF TYPE:COMPOSITE SHINGLE DRAWN BY HARSH RACKING:ROOF-1&2:ECOFASTEN ROCK-IT ROOF CONDITION:GOOD ROOF-3 :ECOFASTEN ROCK-IT WITH DECK-MOUNT RE-ROOFING:NOT REQUIRED I RENEWED BYI AJINKYA FLASHING:COMPOSITION SHINGLE FLASHING RAFTER:ROOF-1&2:VERTICAL RAFTERS:2"x4"@ 24"OC DRAWING NO. ROOF-3 :HORIZONTAL RAFTERS:2"x4"@ 24"OC F V-2.0 SHEATHING:OSB WITH ASPHALT SHINGLES T O = h n 10,1 t r r 22'-3" rf r f r I ` I LJ /-. i I f' C O ri �r Z i--I I • s l f 0Q !! i 11'-1" 15'-6" ROOF-2 __ ROOF-3 EWYI No. 1 5 LE N I I I I�C I FLAN I� :� I I RACKING LAYOUT 0-0 sTR!���y�Ra �- CIRCUIT I i PROPOSED SYSTEM SPECIFICATIONS: I i ELECTRICAL SPECIFICATIONS: I i SYSTEM SIZE:DC SIZE:8.820 KWP/AC SIZE:6.720 KWP SERVICE PANEL DETAILS:150A MCB WITH 200A BUSBAR RATING I I I MODULE USED:LONGI SOLAR 315 W MONO PANEL:QTY(28) INTERCONNECTION METHOD:BACKFEED BREAKER IN MSP NOTE:THE PROPOSED ARRAY LAYOUTS&SPECIFICATIONS INTERCONNECTION c l l l 10 PANELS ON ROOF-1 AT 20°PITCH,180°AZIMUTH(TRUE) PV OCPD SIZE:40A BACKFEED BREAKER ARE DESIGNED TO FIT THE EXISTING SITE CONDITIONS. 14 PANELS ON ROOF-2 AT 20°PITCH,180°AZIMUTH(TRUE) SYSTEM SIZE. EQUIPMENT MANUFACTURER,QUANTITY AND DRAWING TMLE 04 PANELS ON ROOF-3 AT 20°PITCH, 90°AZIMUTH(TRUE) LAYOUT MAY CHANGE AT THE TIME OF INSTALLATION I RACKING LAYOUT BRANCH CIRCUIT:2 CIRCUITS OF 14 MODULES I ROOF SPECIFICATIONS: SUBJECT TO SITE CONDITIONS OR PRODUCT AVAILABILITY. 2 ROOF TYPE:COMPOSITE SHINGLE DATE DRAWN: 09/09/2020 INVERTER USED:ENPHASE IQ7 MICRO-INVERTER 1�8) I RACKING:ROOF-1&2:ECOFASTEN ROCK-IT ROOF CONDITION:GOOD DRAWN BY HARSH ROOF-3 :ECOFASTEN ROCK-IT WITH DECK-MOUNT RE-ROOFING:NOT REQUIRED REVIEWED BY j AJINKYA FLASHING:COMPOSITION SHINGLE FLASHING RAFTER:ROOF-1&2:VERTICAL RAFTERS:2"x4"@ 24"OC DRAWING N0. ROOF-3 :HORIZONTAL RAFTERS:2"x4"@ 24"OC P V-2. 1 SHEATHING:OSB WITH ASPHALT SHINGLES I i ■ i M r N N T� ly O f i ROOF =-_==S 2°x4" 024" GC ROOF TRUSSES 2"x4" ®24" OC ROOF TRUSSES 2"x4" @24" OC >= N 0 23 oC " x ASr�A T 5 =h G!ES 1� ,2 ,% ASPHALT SHINGLES .� C+, Ga c OSB WITH ASPHALT a+ 9'-4" 10 9" 7' 1" 8' 1" 12'-4" a 1" 1'-11" ROOF-1 ATTIC (2"x4" ©24" O.C.) 1'-11" � 1' 11" ATTIC DETAIL ROOF-2 ATTIC (2"x4" ©24" O.C.) ATTIC DETAIL ROOF-3 ATTIC (2"x4" ©24" O.C.) ATTIC DETAIL GENERAL NOTES _ 1. SOLAR PANELS SHALL NOT EXCEED ANY PART OF ROOF EDGE OR PEAK. MODULE SPECIFICATION MODEL LONGI LR6-60HPB-315M FORMAT 66.26" - 39.21" - 1.38" w INCLUDING FRAME) WEIGHT 141.667 LBS gOOF_3 111111111111J! � ' ! � I PV MODULE X' ) O a — WEIGHT = 41.667 LBS. ,•��CEN• C '� 'i I AREA = 66.2"x39.2" NOMINAL (18.48 SQ.FT.) r I I RACKING SPECIFICATION i +'" ! ! MODULE = 41.667 LBS. OVER 18.14 SQ.F T. = 2.29#/SQ.FT. MIN/MAX ROOF SLOPE 1/2:12/12:12 = MAX ANCHOR SPACING(35MM/40MM) _ ;� FOOT SPACING IS 48" O.C. ACROSS PANEL WIDTH WITH 2 ROWS PER MODU-E 48" — a MAX ANCHOR SPACING (32MM) Fcc z z, STAT ROOF_, Flo! TYPICAL LAYOUT PROVIDES AN AVERAGE OF 1.6 FEET PER MODULE. _ MAX DOWNFORCE/UPLIFT RATING 45 PSF . ROCK IT MOUNT LOAD RATING 547 LBS WITH SINGLE 5/6" LAG . L R•... �� MODULE ,NIGHT DISTRIBUTED PER MOUNTING FOOT = jSAFETYFACTOR ��� 41.667 LBS. 1.6 FEET = 26.03 LBS. MTG. F00T. MODULE CANTILEVER MAXIMUM CANTILEVER IS 1/3L / / BRACKET SPACING ��JJJ11111111t111� ' KEY PLAN PROPOSED SYSTEM SPECIFICATIONS: ELECTRICAL SPECIFICATIONS: I I SYSTEM SIZE:DC SIZE:8.820 KWP/AC SIZE:6.720 KWP SERVICE PANEL DETAILS:150A MCB WITH 200A BUSBAR RATING MODULE USED:LONGI SOLAR 315 W MONO PANEL:QTY(28) INTERCONNECTION METHOD:BACKFEED BREAKER IN MSP NOTE:THE PROPOSED ARRAY LAYOUTS&SPECIFICATIONS 10 PANELS ON ROOF-1 AT 20°PITCH.180°AZIMUTH(TRUE) PV OCPD SIZE:40A BACKFEED BREAKER ARE DESIGNED TO FIT THE EXISTING SITE CONDITIONS. DRAWING SYSTEM SIZE, EQUIPMENT MANUFACTURER,QUANTITY AND UR 14 PANELS ON ROOF-2 AT 20°PITCH,180°AZIMUTH(TRUE) 04 PANELS ON ROOF-3 AT 20°PITCH. 90°AZIMUTH(TRUE) LAYOUT MAY CHANGE AT THE TIME OF INSTALLATION STRUCTURAL DATE DRAW BRANCH CIRCUIT:2 CIRCUITS OF 14 MODULES ROOF SPECIFICATIONS: I SUBJECT TO SITE CONDITIONS OR PRODUCT AVAILABILITY. ' Ds/Da/2020 N BINVERTER USED:ENPHASE IQ7 MICRO-INVERTER(28) ROOF TYPE:COMPOSITE SHINGLE DRAWN D HARSH ROOF CONDITION:GOOD RACKING:ROOF-1&2:ECOFASTEN ROCK-IT ROOF-3 :ECOFASTEN ROCK-IT WITH DECK:MOUNT RE-ROOFING:NOT REQUIRED REvewe erl AdiNkvA FLASHING:COMPOSITION SHINGLE FLASHING I RAFTER:ROOF-I&2::VERTICAL RAFTERS:2"x4"@ 24"OC DRANO N0. ROOF-3 HORIZONTAL RAFTERS:2"x4"@ 24"OC V-3. SHEATHING:OSB WITH ASPHALT SHINGLES LEGEND TEMPERATURE DETAILS MODULE SPECIFICATION i WIRE/CONDUIT SCHEDULE ] Li ARRAY DETAILS 2%AVERAGE HIGH TEMP 33°C MODEL NO. I10W31 LR6-60HPB-315M 2@14: •� ,r c ,.• PEAK POWER 315 W I TAG DESCRIPTION L2 NO.- OF MODULE PER BRANCH CIRCUIT: EXTREME MINIMUM TEMP -i°C� M N N RATED VOLTAGE(Vmpp) 33.7 V NO.OF BRANCH CIRCUITS A ENPHASE IQ CABLE NEUTRAL ARRAY WATTS AT STC 8,820i RATED CURRENT(Impp) 9.36A C B (4);910 THWN-2&(1)it6 THWN-2(G)/1°CONDUIT N OPEN CIRCUIT VOLTAGE(Voc) 40.6 V GROUND C (2)58 THWN-2&(1)58 THWN-2(N)&(1)56 THWN-2(G)+(4)CT CONDUCTORS/1°CONDUIT i i r v SHORT CIRCUIT CURRENT(Isc) X9.94 A { � �t•; D x(1);96 BARE GROUND ,� E K CONSUMPTION/ COMPANY DISTRIBUTION ! !N a PRODUCTION CT ! t INVERTER SPECIFICATIONS ! NOTE MANUFACTURER ENPHASE ! CONDUIT-EMT,PVC OR EQUIVALENT AS PER NEC MODEL NO. IQ7-60-2-US UTILITY MAX DC INPUT VOLTAGE 48 V �' r-i l / BI-DIRECTIONAL .MAX OUTPUT POWER 240 VA . . ELECTRIC METER • INOMINAL AC OUTPUT VOLTAGE 240 V NOMINAL AC OUTPUT CURRENT _A ENPHASE IQ COMBINER PANEL ( A 00 240VAC,1PH,3Y1+G • ENVOY IQ OUTSIDE HOUSE 5�n MAIN SERVICE PANEL h� Gab C `1 DCELEM'.-' (REVENUE GRADE METER) / r .,i i ! BUSBAR RATING J2 0W PV BREAKER NEEDS TO (E)20A �-CXISTISdG LOAD a .C BE INSTALLED AT ! ! ! ! N ! FARTHEST FROM MCF o-- - - --H----. _ - _ PV ! ! N I0A BREAKER. I ! 40A ! a __L.. TRANSITION BOX ( 8 1, I PASS EXISTING LOAD ' 2 CIRCUITS OF 14 MODULES._� ( ) � '� ��1h7RE THROUGH CTs ' 20A J.J1 ! 1 f i - MAIN SOLAR 20A C DISCONNECT t C ) 1 ____ UNFUSED --� : i - -- --- --- -------------- a - - h --- - -- ------- --- - I• L< INSIDE HOUSE I 60A RATED - I NOTES: ENCLOSURE SUB SERVICE PANEL ! PV MODULE AND RACKING GROUNDING 240VAC,IPH,3W+G GROUNDING AS PER APPROVED INSTALLATION PRACTICE AND IN LINE WITH ELECTRODE I N z Li MANUFACTURE'S GUIDELINES. ' , I GENERAL ELECTRICAL NOTES: Iili�It� 1. EQUIPMENT USED SHALL BE NEW AND"UL" CALCULATIONS:LISTED AND SHALL BE INSTALLED AS PER MANUFACTURERS (B) AFTER IQ COMB. E k!. INSTALLATION MANUAL. TEMPERATURE DER. :I 1. CURRENT CARRYING CONDUCTOR 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND GROUPING FACTOR '. •' BENS•'' SHALL COMPLY WITH NEC. \ tr ! ! (A) BEFORE IQ COMBINER PANEL • I ! ! ! 3. PHOTOVOLTAIC POWER SYSTEMS SHALL BE PERMITTED TO OPERATE WITH UNGROUNDED PHOTOVOLTAIC SOURCE CONDUCTOR AMP 1 ! ! ! ! I AMBIENT TEMPERATURE-(33+__22)°C=55°C ..-NEC AND OUTPUT CIRCUIT AS PER NEC 690.35. ; I 4. COPPER CONDUCTORS SHALL BE USED AND SHALL BE SIZED NOT TO EXCEED THE TEMPERATURE RATING OF THEIR 310.15(B)(3)(cl =(TOTAL INV OiP CFR T)X '; ... i . . 6 .8(B) • INSULATION OR OF THE EQUIPMENT TO WHICH THEY ARE CONNECTED. TEMPERATURE DERATE FACTOR-0.76 ...NEC 310.15(B)(2)(a) _[(28 x 1)x 1 25I/0.9 6 1 GROUPING FACTOR-0.8...NEC 310.15(B)(3)(a) =36.45A 5. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC.CONDUCTORS AMPACITY SHALL BE DE-RATED FOR NI SELECTED CONDt •- 1S �1 EC �+ )(16) z ₹! TEMPERATURE CHANGE,CONDUIT FILL AND VOLTAGE DROP. j I° 1 CONDUCTOR AMPACITY 6. ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A NEMA 3R RATING. ��'• F� R�0?:• ��� _(INV O/P CURRENT)x 1.25 25!A I G.F ...NEC 690,8(B) r �C`•'••.. ,.• V � 8. LOAD7. S LINE SIDEiINTER--COENT CARRYING RECTION SHALL COMPLY WITH NEC.UNDED AS PER NEC 690.43. [(14 x 1.25]!0.76/0.8 ��/, SS/ONA _'; xx`` 9. ALL SOLAR SYSTEM LOAD CENTERS TO CONTAIN ONLY GENERATION CIRCUITS AND NO UNUSED POSITIONS OR LOADS. ! 28 IN I I n I U 1 ! I ! 10. PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT SELECTED CONDUCTOR-#10 THWN-2 ...NEC 310.15(B)(16) CONTROLS SPECIFIC CONDUCTORS IN ACCORDANCE WITH NEC 690.12(1)THROUGH(5) _ ! 11. ALL CURRENT CARRYING CONDUCTORS SHALL BE PROTECTED BY CONDUIT WHERE EXPOSED TO SUNLIGHT. 2. PV OVER CURRENT PROTECTION ...NEC 690.9(B) PROPOSED SYSTEM SPECIFICATIONS: ; ! ! 12. FLEXIBLE CONDUIT SHALL NOT BE INSTALLED ON ROOFTOP.FLEXIBLE CONDUIT/NM CABLE SHALL BE USED INSIDE =TOTAL INVERTER O/P CURRENT x 1.25 SYSTEM SIZE:DC SIZE:8.820 KWP/AC SIZE:6.720 KWP �I THE ATTIC IF REQUIRED. _(28 x 1)x 1.25=35A MODULE USED:LONGI SOLAR 315 W MONO PANEL:QTY(28) DRAW NI r2E 13. CONDUIT TYPE/SIZE SHALL BE CHOSEN BY THE INSTALLATION CONTRACTOR TO MEET OR EXCEED NEC AND LOCAL ! SELECTED OCPD =40A ...NEC 240.6 10 PANELS ON ROOF-I AT 20°PITCH,180°AZIMUTH(TRUE) ELECTRICAL LINE REQUIREMENTS. 14 PANELS ON ROOF-2 AT 20°PITCH,180°AZIMUTH(TRUE) DIAGRAM 14. ALL PORTIONS OF THE PHOTOVOLTAIC SYSTEM SHALL BE MARKED CLEARLY IN ACCORDANCE WITH NEC ARTICLE 690.1 04 PANELS ON ROOF-3 AT 20°PITCH. 90°AZIMUTH(TRUE) DATE DRAWN 09/09/2021 15. THE ENPHASE MICROINVERTER MODEL IQ 7 DO NOT REQUIRE GROUNDING ELECTRODE CONDUCTORS(GEC)OR I BRANCH CIRCUIT:2 CIRCUITS OF 14 MODULES DRAWN BY ! HARSH EQUIPMENT GROUNDING CONDUCTORS(EGC).THE MICROINVERTER HAS.4 CLASS 1I DOUBLE-INSULATED RATING, INVERTER USED:ENPHASE IQ7 MICRO-INVERTER(28) I?EMEWED BY AJINKYA WHICH INCLUDES GROUND FAULT PROTECTION(GFP). DRAw,NG No. 16. CT CONDUCTORS TO BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES.DO NOT TRIM CT CONDUCTORS PV-4.O z F 1 H! ti L ' L Th ___ - P Pfl = Cp Z O - ( hr g� - 0 ff1ll,99R ti J < - r ( LIJ_- J[j/> 8 IIr ______ u hhll r+i i Z yyy w rz - d � ra 7d II _____ r �r _._.._ .__.__......_..____--.__--__.._.._.-_..-_..__._.__.___-__._.._. REVISIONS ��, > m REY1 - REVISIONS BALE IORW BqT c,BY ,/,'./'/�+ -a o _ T 1 Ll7beth Lu o g un u� y 3290 Lytton Hall Dr, < . _ _. 21.37 Route 35 .-................. Ze hyrhills,FL 33540 P Z S Holmdel,NJ 07733 —__ __ _ ._.__ ___ (Lat:28.204482,Long:-82.161191) Tel:(732)979-2400 O ..._._______._._._.._...._.....---._._....._.._....._..._1-.-----,-------- ____._.__-._ Fax:(732)979-2401