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HomeMy WebLinkAbout19-21175 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 2117 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21175 Address: 6911 OAKCREST WAY Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: OAK CREST ESTATES Est. Value: Parcel Number: 02-26-21-0230-00000-0120 Improv. Cost: 17,500.00 OWNER INFORMATION Date Issued: 5/02/2019 Name: REEHER, WYLIE & DEBRA Total Fees: 262.50 Address: 6911 OAKCREST WAY Amount Paid: 262.50 ZEPHYRHILLS, FL. 33542 Date Paid: 5/02/2019 Phone: 305-906-0981 c Work Desc: INSTALL PHOTOVOLTAIC SOLAR ON ROOF CONTRACTORS APPLICATION FEES MAY CUSTOM HOME INC BUILDING FEE 67.50 ELECTRICAL FEE 195.00 , a M Ins ections Re uired FOOTER 2ND ROUGH PLUMB Misc INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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 S)GNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received ��C Phone Contact for Permittin ............................ .. Owner's Name �� ¢��L� Owner Phone Number Owner's Address 9 W 4 Owner Phone Number O 2 045, S�A �1 Z Owner Phone Number 0/ JOB ADDRESS 6911 ODI, z al/y AQ Vkn,` 3 391 LOT# SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR B ADD/ALT = SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ I ' O`l AMP SERVICE = DUKE ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING = SPECIALTY = OTHER ((((✓✓✓✓ ✓ `(f�rrj� FINISHED FLOOR ELEVATIONS -FLOOD ZONE AREA =YES NO Ut / BUILDER rb?"�OREGISTERED COMPANY �-��1 L C•SIGNATURE e, Y/ N FEECURREN" YIN p Address 1 `` License# IC-GC f� 11 KELECTRICIAN4 r MP SIGNATURE REGISTERED Y/ N FEEcuRREN" Y/N Address License# C 00 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREW Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREW Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREW Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stomrwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ••••PROPERTY SURVEY required for all NEW construction. 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(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION 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 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—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that rio work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/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. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"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, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing,signs,wells, pools, air conditioning,gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this ubscribepl and sworn to(o ffi ed befor m hi ��,/� by O G by K `� rt Who is/are personally known to me or has/have produced Who is/ re person I known to me or has/have produced as identification. / _ as identification. Notary Public Notary Public Com n No mission No. David V.Siegel ' NOTARY PUBLIC G STATE OF FLORIDA— Name oTNotary typed,printed or stioped ota ,p or stamp Cornm#GG156396 e9 Expires 10/30/2021 INSTR#2019063317 OR BK 9890 PG 580 Page 1 of 1 04/16/2019 01:19 PM Rcpt:2046300 Rec: 10.00 DS:0.00 IT:0.00 PauCa S. 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NEIL, K&COMPTROLLER 0 ; �? y N1, - 0 DEPUTY CLERK r City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � Date Received: / \/ Site: Yee �AJ 4� Permit Type: I# Y-Ovfh 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) Date: S -/- °Gltiote�iea Customer trtiorrtiabon U. T lI : : HOME ly Siafe.CdiiBed-Li6med—Insuceri Gity Ztp: GC119U,.f 1tiIC0537 78,CFCQ5.7763,.CV056974 Photis No:. 33 •Office:813:2?3:2303 Fax:-813 200.8417 E nil Address: 4351:;Adamo Drive,Suite:231.Tanipa;.FL 33605 � �A►.L �o Q"'L .�i.8 ..fa.R.$.'.: .... .. . PROPOSAL Includirnt: AC. a PaymeutSchaduw:. . Accept8tfce:.•By•Sfgning this proposal,you accept and agree that the above<price,specifications,canditians,ihii Bemis attached are satisfactory:You are further autttor%ng.MAY Custom Home,fine.to i!o`the work:as spacified:pursuartt.•to`.ttte . Terms and Cotidifions outlined on fhe ba of this proposal: ,.::Ownar.Signaturea '' .: - owner.Signature: -"'qustMMome Officer 4 at ft ;.r.rteittire� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: aaR& Date Received: - ze - Site: Permit Type: v (1 Approved w/no comments: Approved w/the below comments: 0 Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. APR 2 9 2019 Kalvin —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) CITY OF / / / / BUILDING ZEPHYRHILLSNOTICE DEPARTMENT OF ADDITION OR CORRECTION D • NOT - • ADDRESS DATE PERMIT61 .t { S/ THIS JOB HAS NOT BEEN COMPLETED. The-following additions or corrections shall be made before the job will be accepted. le *5 It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS AR ADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-��2� F E-I ECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR •Engineering( , DISIONED TO PLRMIT. CASTILLO ENGINEERING SERcCO#228345LLC 2925 W.STATE ROAD 434, XR Rails O sOOD„+ 6 IRON RIDGE Roof Mount SystemBonded LONGWOOD,FL32779 Ord TEL(407)26&2575 1n 0� XR100 y�1000 Rail ERMOCRATES E.CASTILLO-fL PE 52590 Rail /U7 W Af7 VW REVISIONS DESCRIPTION DATE REV 6 A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail, rail for commercial projects. for seamless connections. PROJECT INSTALLER • 8'spanning capability • 12'spanning capability • Self-drilling screws • 6'spanning capability • Extreme bad capability • Varying versions for rails MAY- Moderate load capability Heavy load capability - Clear and black finish • Clear and black finish • Clear anodized finish • Forms secure bonding CUSTOM HOME Sleeves Grounding Lugs Mic roinverter Kits ♦ttr r r UFOs Stopper L L 1. L t N 5259 aP Universal Fastening Objects Sn onto the UFO to turn Connect arrays to Mount Mis or POs to XR TAT OF bond modules to rails, into a bonded end damp. equipment ground. Rails. �� F :• • wily assembled&lubed • Bonds modules to rails • Low profile - Bonds devices to rails T .• Single,universal size • Sized to match modules • Single tool installation • Kt comes assembled ,i�1 A L %% % 6 • Clear and black finish • Clear and black finish • Mounts in any direction • Listed to UL 2703 �rrrnu��� Built for solar's toughest roofs. Attachments S U lronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit Z M FlashFoot2 Slotted L-Feet Bonding Hardware Flush Standofis W J O F-• and proven in extreme environments. r� Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and to w is also why our products are fully certified,code compliant and backed by a 20-year warranty. w - � UJ Strength Tested PE Certified O >- Flash and mount XR Rails Drop-in design for rapid rail Bond and attach XR Rails Raise Flush Mount System ((,) 2 a All components evaluated for superior Pro-stamped engineering letters to roof mew. to various heights. _ O) W available in most states. with superior waterproofing. attachment. structural performance. • Twist-on Cap eases install • Secure rail connections • T&Square Bolt options Works with vent flashing W N • Wind-driven rain tested • Slot for vertical adjusting • Nut uses 7/16'socket • 4"and T lengths Class A Fire Rating Design Software • Mill and black finish • Clear and black finish • Assembled and lubricated • Ships assembled __________________________________________I Certified to maintain the fire resistance ® Online tool generates a complete bill of Resources rating of the existing roof. materials in minutes. SHEET NAME Design Assistant NABCEP Certified Training DATA S H E ET 20 Year Warranty Y, Go from rough layout to fully NABCEP Earn free continuing education credits, Integrated Grounding engineered system.For free. wttile learning more about our systems. j UL 2703 system eliminates separate Twice the protection offered by V Go to IronRidge.com/design Go to IronRidge.com/training SHEET S¢E module grounding components. pe rs ANSI B 11" X17" SHEET NUMBER DS-04 1 Cast&llo Engineering DESIGNED TO PRRMIT- CASTILLO ENGINEERING { SERVICES,LLC cMA s 29345 Classic Composition Mounting Instructions 2925 W.STATER 32779 , Classic Composition Mount QMSC LONGWOOD,FL 32779 TEL(407)289-2575 Elevated Water Seal Technology ERMOCRATES E.CASTILLO-FL PE 52590 InstallatlonTools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, drill with 7/32'long-style bit,drill or impact gun with 1/2"deep socket. REVISIONS DESCRIPTION DATE REV RACKING COMPONENTS ThNS®Cat TOWARDS � v�HOT INCLU 2.500 ROOF RIDGE ll 'l 5 6 ill $ 8 PROJECT INSTALLER j4 7 1200 I , 3 MAY �,„•'' CUSTOM 1.500 a I 3.00 2 SCALEI :3 tsI /i DESCRIPTION QTY. 6.00 ��;•• O 1 F ASMNG,I7 X 12 X A5tf',5052,MEL I i F••, --- 12.00 2 liBLOCK CI ISSIC,A360 CAST AL MILL 1 , Locate,choose,and mark centers of rafters to be CarefulCarefullyltftcompositlon roof shingle with roofing Insert flashing between 1st and 2nd course.Slide O S • mounted.Select the courses of shingles where bar,just above placement of mount Remove nails up so top edge of flashing b at least 3/4'higher 3 ►1AWGER BOLT,F7lJN CRNIHt,5/i 6"x 6",18 8 SS I mounts will be placed. as required.See'Proper Flashing Placement'on than the drip edge of the 3rd course and lower .. •• * �� 4 WARM SEALING,5/16'D X 3/4"OD,EPDM BONED SS t next page. flashing edge is above the drip edge of 1st course. ,. • V n i 5 NUT,FEX 5/16-18,UNC-26,1i3.85S 2 rNarkcerEterfor arining '• r� TAT ' ' 6 WASHER.FLAT,19/6 'D x 7/B'OO x I/B"EPDM I OF 1.30 7 WAs_FBN06t.5116'DX 1"OD,i&8 SS 1 ' $ 1 0 P•••�� WASHER,SPIJf-LOCK,5/16 D,1&B SS 1 3 '`9 III /// ••�?\ QlgCk P PROJ M 111tk r 3.00 i----------- qO TIRE: 6 QMSC:CLASSIC [COMPOSITION I QQR-4) AVAILABLE IN Mn.L,CLEAR ANODIZED, AND BRCNVZE ANODIZED FINISHES. i m SQE I oaAvrH/r: SAD ] REV — --- 1u A oATE I,rornla wnpRppRlp,MrMOxM w 73GY[DR�wRIf: nACEOLCRw 6175 1SCAIE I:! ':_6:1.19 iRMlOrl 5 4 -----3 2 I Q LL Using drill with 7/32'bit,drill pilot hole into roof Clean off any sawdust,and fill hole with sealant Slide flashing into position.Prepare hanger bolt lU fn and rafter,taking cue to drill square to the roof compatible with roofing materials, with hex nut and sealing washer.Insert into hole W t, J pe Lag Bolt Sdllcations Do not use mount as a drill guide Drill should be and drive hanger bolt until QBlock stops rotating pedacGcv8y 5118"prrVReaadw1O 5818.58 .pert" deem 'long st*bit'aka Wroaft extension bie to drill a easily.Do NOT over torque. Y = 3'deep hole Into rafter. W 0 D Fr,Lenh 50 791 268 D,,u Flt South .46 705 235 UJ — = Eree889 oSpnlos.todpapoe Pbe(MSR 1650fa hgher) .46 706 235 LU Hun,Fr A3 636 212 Hem,Fr(NnL) .46 705 236 SmOsm PYu .55 921 307 spnitR,PYn,FO A2 615 205. Sprlaa,P,.,Rr(Ea(2 nlrDnpai andhipher pales of MSR and MEL) .50 791 266 Somrex American Wood Council,Nis 2005,Table 11.2 A,113.2 A SHEET NAME Notec 1)71uead must be embedded in a laTteror other structural rod member. 2)SeeM7ST le11,5.1Cforretptirededgedistances. DATA SHEET quick Mount PV® Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware,secure the racking RESPECT THE ROOF block. (L-foot)to the mount using torque specs from SHEET SIZE IZE racking manufacturer,If racking manufacturer does ANSI B not specify torque setting,tighten to 13 fL-Ibs. - BI 7.2.3-7 Jan-2017,Rev 8 BI 7.2.3-7 Jan-2017,Rev 8 11rr X 17" SHEET NUMBER Castillo Engineering DESIGNED TO I!l MIT• CASTILLO ENGINEERING Power Optimizer SERVICES,LLC COA a 29345 -a For North America 2925W.STATE ROAD 434, SURE 111 P320/ P340 j P370/ P400/ P405 j P505 LONc1NOOD,FL 32779 Power Optirnizer TEL(4077299-2515 ERMOCRATES E.CASTILLO-Fl PE 52590 REVISIONS For North America DESCRIPTION DATE REV P320 P340 . P370 j P400 j P405/ P505 m ______ ____________ ________ ____ ______ Rated Inp Input DC lbsver a 320 340 370 400 405 505 W Absolute Maximum Input Voltage 48 60 80 1250 830 Vdc PROJECT INSTALLER (Wc at lowest temperature) � r„ MPPT Ctpera0rg Range 8-48 8-60 8-80 12.5-105 12.5-83 Volt Madman Short Circuit Current 11 10.1 14 Adc (W �IHOW Y Maximum DC Input Current 13.75 12.63 17.5 Adc Maximo Efficiency 99.5 %________________________ C?4i'CUSTOM _____ O _______Weighted Efficiency 988 98.6 '- l7verwitage Category II Maurxm Output Current 15Asic II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) a Ma x.nOutputwltage ( 60 1 85 I ♦ �G ,;.• .;ST/� ��� OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE 1O N 1 ._I INVERTER OFF) S ' Safety Wltage 1 t 0.1 whit 525 N. FbwerOptheizer STANDARD COMPLIANCE - // , : EMC FCC Part1S Class B.IEC61000-6-2.IC61000.6.3 Safety doss N IEC62109-1( saFety),1riT741 T Rolls }� i • �` • /�� INSTALLATION SPECIFICATIONS ; W we slowed system moo volt . BONA L ENG ♦�Q Compatible inverters All SotarEdge Single Phase and Three Phase inverters \`��� 511x6xL3S/ 1 .1z63xt9/ 1491 x66.4 x23/ W � Dimensions(W x L x H) 129 x 153 x 27.5/S.t x 6 x 1.1 nxrt/in N Weight(including cables) 630/1.4 I 750/1.7 845/1.9 1064/23 grub O } ktput corrector MC4m Z > (M Output Wee Type/Connector Double Insulated MC4 W Outpt Wire Length 0.95/3.0 12/3.9 m/ft 0 'J LL kp Wire 0.16/0.52 m/ft r� Operating Temperature Range -40-+85/-40-+185 -C/-F i l 07 PV power optimization at the module-level Pro IP68/NEMA6P rJ Relative Fkm idiify 0-100 'R SIC power of the module.Module of up to+5%power tolerance allowed LL Q m NEC 2017 requires max input voltage be not more than eEV O / Specifically designed to work with SolarEdge I Fast installation with a single bolt a For ahe connector types please contact Sohetdge inverters W r 2'— a I Next generation maintenance with module- W CD N I Up to 25%more energy level monitoring P340,P370, Minimum String Length j P400 8 10 18 {.L I Superior efficiency(99.5%) / Meets NEC requirements for arc fault (p°werOP6mIzers) P405JP505 6 8 14 protection(AFCI)and Photovoltaic Rapid m�� 25 25 50 Matd/ Mitigates all types of module mismatch losses, Shutdown System(PVRSS) 57oo(6aoowm, from manufacturing tolerance to partial Magnum Flower per String 5E7600-US-SE114oa 5250 6000 127501 W SHEET NAME shading I Module-level voltage shutdown for installer orOril olDlfereml Us) and firefighter safety «a DATA SHEET I Flexible system design for maximum space w Eor detaled WNsmrgintamation refer to:hUp,//wwwsolaredgeco tes/defauV%e*lsvngsizirg.na.pdt C5 is not allowed to mix P405/PSOS with P3201P340/P370/P400 in one string utilization x3 A string with more than 30 optimizes does not meet NEC rapid slwxdom regnletnentx Safety voltage wR be above the 30V tegvMEment m For SE74.4KUSWSE432KU5:It is atlowed to install up to 6500W per sing when 3 string ere connected to the Inverter(3 strings per unit forSE432WS)and when SHEET SIZE the mamxan power ddkrence between the strings is up to 1000W +a Re SE30KUS/SE333KUS/SE66.6KUS/SE10d(US:his allowed to metal up to 15,000W per thing when)strings are connected to the inverter(3 strings per unit for SE66.6KUS/SE100KU5) ANSI B and when the maurxum power dlttee ce between the strings is up to 2,00DW solaredge.com so I a r - e e lie' X 17" 6 serEAy.tdlnlep dedt. Icraw.enork-d heir 5daEdyetopu 1Z1DD/V02/W AiEaaject*' svrtyidsndoadmwrrserSal+redye lct.�y�K. CE RoHS uow.rt..eewaarwer.rotwen.�n..v,a�w.riodt.:ire..o�.�D.eewimawu/Erwwvaseieaba.ryewtn�ritrwlo.. SHEET NUMBER DS-03 Castillo Engineering DESIGNED TO Pal MITI^ CASTILLO ENGINEERING / Single Phase Inverter SERVVIICES,LLC n 2925 W.STATE ROAD 434, 28345 wit HD-Wave Technology for North America SUITE 111 SE3000H-US /SE3800H-US/ SE5000H-US/SE6000H-US/ ERMOCRATES E.CASTILLO-FL PE 52590 Phase InverterSingle SE7600H-US/ SE10000H-US/SE114WH-US REVISIONS DESCRIPTION DATE REV OUTPUT' with H13-W- a-ve Technolo11400 @ 240V gy 30x)0 3300 @ 208V 6000 @ 200V 7600 ,0000 10000 @ 209V VA Rated AC Power Output 3300 @ 240V 3800 @ 240V 5000 6000 @ 240V 7600 10000 114006'240V VA Maximum AC Power Output 3000 3300 @ 208V 5000 @ 209V 10000 @ 208V for North America AC Outp t Voltage h n.-Nom:Max. X (27(.240-264) PROJECT INSTALLER SE3000H-US/SE3800H-US/SE5000H-US/SE6000H-US/ AC Output VoltageMin.NOn.-Max. _ I (183-208-229) SE7600H-U / SE10000H-US/ SE11400H F en —US 543-6o-605ro Hz M Ac requcy(in Maxinxmn Continuous uousq Output 12.5 16 21 25 32 42 47.5 A MAY Cisrernt @240V I Ma CUST0M ximum nuo Carous Output - 24 - 48.5 A Ht3ME Current @208V 0101 Threshold 1 A Utility Monitairg,y Con ng Protection,Country Configurable Yes Thresholds I INPUT " Maxinxm DC Power @240V 4650 5900 7750 930D 11800 15500 17650 15500 W � "' rys Maximum DC Power @208V - 5100 - 7750 - Teansformer-less,Ungrounded 1V 52 0 480 V Maximum k>put,blta9e :)t .i Nominal DC �M*age 380 400 Vdc 'U Maximum Input Current @240VO 8.5 10.5 135 165 20 27 30.5 Adc Maximum Input Current @208V 9 133 27 Adc TAT or =�Q Max.Input Short Cvcuit Current 45 Adc .I Yes Reverse-Polamty Protection �Sensitivity � ,' NA L ENCa``♦♦ Grout-Ford[Lsolation Detection 992 % 1II111111111 60 Maximum Irnerter Efficiency 99 @ 240V % W CEC Weighted Efficiency 99 96S @ 206V r (� �♦T Nighttime Power Consumption +25 W V7 r M ADDITIONAL FEATURES LW Supported Communication Interfaces R5485.Ethernet ZrgBee(optional)•Cellular(optional) •.JL Revenue Grade Data,ANSI C1220 ° ( Cl)n LNLI Rapid Shutdown-NEC 2014 and Automatic Rapid ynrtGouvn upon AC Grid Disconnect l J J W J Optimized installation with HD-Wave technology STANDARD COMPLIANCE UL1741,UL1741 SA.UL1699B,CSA 0222.Canadian AFCI according to TI.L.M-07 Safety Q EEE1547,Rule 21,Rude 14(1-B) uJ O }- I Specifically designed to work with I Extremely small Grid Connection Standards FCc Parks Class a W � � power optimizers Emissions I Built-in module-level monitoring INSTALLATION SPECIFICATIONS _ CD W I Record-breaking efficiency AC Output Conduit 5¢e/AWG 3/4 minimum/14-6 AWG 3/4•minimum/14-4 AWG W N ' I Fixed voltage inverter for longer strings I Outdoor and indoor installation DC Input Conduit Size/#of Strings/ 3/4'mirirom/1-2 strings/14-6 AWG 3/4"minimum/1-3 strings/14-6 AWG Dimensions with Safety Switch 213 x 14.6 x 7 3/540 x 370 x 165 n/ 17.7x14.6x6b/450:370x174 nxrn I Integrated arc fault protection and rapid shutdown for/ Optional:Revenue grade data,ANSI C12.20 (*W NEC 2014 and 2017,per article 690.11 and 690.12 Class 0.5(0.5%accuracy) Weight with Safety Switch 22/10 j 25.1/11.4 I 262/11.9 38.8/17.6 SHEET NAME Noise +25 +50 dBA I UL1741 SA certified,for CPUC Rule 21 grid Cooling Natural` ( 'Fr' DATA SHEET compliance Operating Temperature Range 40m+140/-25m -40+6 (40F/-40C option) F1C p Protection Rating NEMA 4X 8rwerter with Safety Switch) O For tol Edge O' 0At etherJW rETeflt s,empleasecontact ire rterwllpp«t SHEET SIZE _ _ m A txgtler arirerli solace may be use4l the irErerter w�irit its irlpu[oxreM ro tM TaF,es sr�d 't rimgradeinve rP/N SE'°oH-Us00V*K2 ANSI B • • ! aw For po er de-radg rdonnatron refer to:IxtpsJ/ edge.corNsires/detadl/BesJse- solaredge.com .-a0 morn Prn:sE icoiH US000NNU4 Ro$8 11" X 17rr dhsYaAslniFs IrINIaNIoe i1rlaMi-1Mellwls d1M,ItlprnfYe Olwlei Elm 51'/101%W,0tM0 WX stow 1.~1P-Wr1�m60E. SHEET NUMBER DS-02 Engineering J D GNED TO PIRMlE}(�0ferat i6$5minx1C001irnii32001100 doBh>rinelCASTILLO ENGINEERING -- *" SERVICES,LLC NNM 1&7kf1 � � 2925 a3aFntC.v.r 32mm thaftisih Lus ledo W.STATE ROAD SUIE iii LONGWOOD,FL 32779 {adt Tirer Ca Pa3iti fAm p•ire ere¢t.anodIseAatuminium aaa. ERMOCRATESECSTILLO-FLPE52590 COR 6X20 monalxysfailnt i'lAN7UA1 SOlaf In/C9I5 REVI NS 1 md"box 704I5fnmx50-70minx1321am SIO PIOle�CO class IP67 Mini;(} *M rr0405 DESCRIPTION DATE REV Cffi1 4mm2 Solar cable;(+k ilODinln.{-)1100tn11t , ;per;, ..,.er Y' Caaeeefer Multi-Contact.MC4,IP65and WYS L ERs Trt"' ! .. A LLER MINIMUM PERFORMANCE ATSTMUTARDTEST6@1717116,ETCT(POWERTOUR +5711-OW) PROJECTINSTA Pi rd at WY' fi.. 11111 915 324 325 330 Pte. Stott tdtsriN C*tMt' 4 (0 70.04 10.49 N]14 10 ). ppsa0kaitYORaps V, (VI 3981 4013 40.66 MAY �' ! o.ra.ra>Ne►* J. w s_55 9.60 2.60 9.71 CUSTOM Y.Wa at MM" 9+w 111 32.98 3332 33,65 HOME lltWencra n 1%1 2187 219.0 ≥19.3 239.6 The new Q.PEAK DUO-G5 solar module from Q CELLS impresses thanks MINIM UN PERFORMARCEAT NORMAL OPERATIRR CONDITIONS.N062 lip to enables particularly aareNr ,rrP* r., LW) 2334 237.2 9 244.6 _ i innovative Q.ANTUM DUO Technology, which 371err ft=N CM !r'_ an 8.09 8:14 14. a.22 .` �C E '• ' d high performance on a small surface.Q.ANTUMf s world-record-holding 8 va 111 37.3037.54 .. ., _37.79 3804 : jfJO 2 cell concept has now been combined with state-of-the-art circuitry ,„ . I*e IM„ay frkold{rYlalp' 751 - 0 YMN half cells and a six-busbar design,thus achieving outstanding perfor- . �... areatMPr Yw 3 3170 :_. 3'i 07 1339 { mance under real conditions--both with low-intensity solar radiation F Ovth.a Q9'C tpRdean.AN 1 sG �Nemm—.er.aialm"SIC:3%11106±5% ANN r fyplcd wAla;acRwl ral , 7iW t 32.01 *, as well as on hot, clear summer days. s O AT F Ar ige199%af roenet ParK*durint " --�-- O :�/ �ci .gip ,: . ,,....�... arslyur T irimONr N111 0,54% -TT1----- .. �` I 1 r �� R1 O P:•QANTUM TECHNOLOGY:LOW LEVELIS€O COST OF ELECTRICITY 135%4 ; ,≥<$ __ asi5.rn�airrvA[�NeuPsD�� � fi1E Higher yield per surface area,lower HOS costs,higher power' As aau MNalrn a nure�nN a 1aa+nee: a 't'_ --t----tclasses,OrdaneffIcIencyrate0fupto19994. i , waaetyfwasgfale4C8LSaYaa '" ae .ao. .ae Ime � �. Qfr�ua5anatraurreap. eca r r Craw W JIMIOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,wh? eve1 the weather with excellent l w-l' T'w,D nOt«,M>R4",M mw araarll�e wales:ln U Q Nan n „msrc ct •c 1O0Ow Z M and temperature:behaviour. n ' " W th ENDURING"W PERFORMANCE TeNrpsm*M CUf0 ti*9f r„ a L%INl +0.04 i taCCsCasrtiirka i1 rr„ p E9friK# 028 (n u- Longterm yield security lair LID Tedooiogy,Anti PIE) o f Tii ai0aaurtdr Y [xJq —0.37 Ramat f111oaNa e.W treyrerater + 1"C! 45 U) Techn ,Hart Protect and Traceable Quality Tra.Q1 i°. ..- yLIlMCIUIalORlWuiThltI � W 0 � EXTR }ATING oil wllfar.sea.leVU**r n (VI ► qr' It (Y Q High to WE alumiRnium all High aluminium alloy frame certified for f1xrraMa11rlaargMar I. W z° Fk40g W O } rrdrTtMl lwi (Pa) 540014000 l�r i M fs rsYus -4W't up +85'G high snow(5400 Pa)and wind loans(4000 Pa). ftuNae.ri alaae.r u4$£8 efs �a a.iib r.+wA _ a A RELIABLE INVESTMENT rAletwsuIaWI1llt1W32kIMA101MWOR N Incisive 12 yez product Warranty'and 25-year linear weKr Twt aullirlr +.a rEc'sa rs t»i aF s 'u NrDrton el �t Tlilede)a colepMse9tl ttRt E#err. perhrrmance warranty? - -..j I E STATE OF THE ART MODULE TECHNOLOGY 1° r • Q.ANTUM Duo combines cutting edge cell saration' SHEET NAME and irrnorraltfYe wiring with Q ANTUM Technology. T APT few conditions to IEaFS 6280416201$ memos a I•-1500x.16810 NIerE IDatlIpltlDn be mltr.eo.se.11*u.raaa.n#0 epp ii N1.la1 a car M ax rarnnlc$mrvlae tlaP01rID.nt car ft. I*f14717100 app aridatiiIapa DATA SHEET _ +NfasttflmrrAr andmaa+ for further infonmainon. THE YIEAL SOLUTION FOR: SHEET SIZE wlwatlELLaarM ANSI B Ro Idi n b.l an COmm a,t al sntmmiee 17-21,04766 alitfe1d-W ltn,morally I TEL+4910134946649-294441 fAR 94910194946699.2'30©0.1 ENAO sale 4-ceirs.e09 I MMES MYIwAcNs.Com Nafdal fRladln<srtMeeYcial/a1dlN1ris1 -a 11" X17" (31IC6 IS In O CELLS SHEET NUMBER llL DS-01 Castillo • • • . . • • • Engineering . ` . . . . . • • . . . . . CAUTION: DESIGNED TO•iIMIT• ELECTRIC SHOCK HAZARD POWER TO THIS BUILDING IS ALSO SUPPLIED CASTILLO ENGINEERING • • SERVICES,LLC THE DC CONDUCTORS OF THIS FROM THE FOLLOWING SOURCES WITH COA#28345 PHOTOVOLTAIC SYSTEM ARE UNGROUNDED LADISCONNECTS LOCATED AS SHOWN 2925 W.STATE ROAD 434, AND MAY BE ENERGIZED AC DI CO LOCATION: LABEL LOCATION: SUITE 1 FL AC DISCONNECT,POINT OF INTERCONNECTION AT:® METER AND MAIN LONGwooD, 32779 (PER CODE:NEC690.54) AC DISCONNECT,DC DISCONNECT,POINT OFTEL(407)2892575 INTERCONNECTION DISTRIBUTION PANEL ERMOCRATES E.CASTILLO-FL PE 52590 LABEL LOCATION: AC DISCONNECT DC DISCONNECT,INVERTER . (PER CODE:NEC690.56(C)) PV METER REVISIONS (PER CODE:NEC 690.35(F)) [To be used when inverter is ungrounded] r] 7/ INVERTERS DESCRIPTION DATE REV • • • � . LABEL LOCATION: POINT OF INTERCONNECTION ELECTRIC SHOCK HAZARD I (PER CODE:NEC 705.12(D)(7)) DO NOT TOUCH TERMINALS [Not required if panelboard is rated not less than sum of ampere ratings TERMINALS ON BOTH LINE AND of all overcurrent devices supplying it) PROJECT INSTALLER MI LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: 0401'HOME YAC DISCONNECT,POINT OF INTERCONNECTION LABEL LOCATION: TOM PER CODE:NEC 690.17(E),CB MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT,RACEWAYS,ENCLOSURES, AND CABLE ASSEMBLIES AT LEAST EVERY 1O FT,AT TURNS AND ABOVE/BELOW PENETRATIONS AND ALL COMBINER/JUCTION BOXES. (PER CODE:IFC605.11.1.4) A . PHOTOVOLTAIC ,,�! a 1F, LABEL LOCATION: INVERTER#1 V%C••NS�;.O, CONDUIT,COMBINER BOX (PER CODE:NEC690.31(G)(3)(4)&NEC 690.13(G)(4) MARKING CONTENT AND FORMAT :L -j 0 • RED BACKGROUND • WHITE LETTERING ' HEIGHT 4 0 • MINIMUM 3!8"LETTER 0 A •• • 4 � OF LABEL LOCATION: • ALL CAPITAL LETTERS ��C! POINT OF INTERCONNECTION 480 • ARIAL OR SIMILAR FONT, NON-BOLD (PER CODE:NEC 705.12(D)(4)) • REFLECTIVE WEATHER RESISTANT 15 MATERIAL SUITABLE FOR THE "i Nq ENVIRONMENT(DURABLE ADHESIVE W _ y f l• LABEL LOCATION: MATERIALS MUST MEET THIS U �Q LABEL LOCATION: DC DISCONNECT,INVERTER REQUIREMENT) Z Q M LO POINT OF INTERCONNECTION (PER CODE:NEC690.53) (PER CODE:NEC690.15,690.13(8)) LLl ch ADHESIVE FASTENED SIGNS: 0 ~ J •THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT O7 IL WHERE IT IS INSTALLED. c w rA •WHERE REQUIRED ELSEWHERE IN THIS CODE,ALL FIELD w APPLIED LABELS,WARNINGS,AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4[NEC 110.21(B)FIELD MARKING]. •ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF W O I PROPERLY ADHERED.VINYL SIGNS SHALL BE WEATHER RESISTANT[IFC 605.11.1.3] W _ = rn W W co N SHEET NAME SYSTEM LABELING SHEET SIZE ANSI B 11" X17" COPYRIGHTED BY CASTILLO SHEET NUMBER ENGINEERING SERVICES, LLC E-03 Castillo l DC CONDUCTOR AMPACITY CALCULATIONS:ARRAY TO JUNCTION BOX (INV#1): AC CONDUCTOR AMPACITY CALCULATIONS: DC PHOTOVOLTAIC POWER SOURCE TO BE INSTALLED Engineering AT INVERTER#1 PER NEC 690.53&690.54 DESIGNED TO P[t MIT• EXPECTED WIRE TEMP(In Celsius) 33 No.OF INVERTER 1 CASTILLO ENGINEERING EXPECTED WIRE TEMP(in Celsius) 33• OPERATING CURRENT 9.45A SERVICES,LLC TEMP.CORRECTION PER TABLE(310.16) 0.96 OPERATING VOLTAGE 400V COA"28�' NO.OF CURRENT CARRYING CONDUCTORS 4 TEMP.CORRECTION PER TABLE(310.16) 0.96 2925 W.STATE ROAD 434, 3 SHORT CIRCUIT CURRENT 15A suirE nt CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 0.80 NO.OF CURRENT CARRYING CONDUCTORS LONG WOOD, iiL 32779 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 1 MAXIMUM SYSTEM VOLTAGE 480V TEL.CASTI 75 ERMOCRATES E.CASTILLO-FL PE 5259D CIRCUIT CONDUCTOR SIZE 12 AWG 8 AWG #1 CIRCUIT CONDUCTOR SIZE SOLAR MODULE SPECIFICATIONS CIRCUIT CONDUCTOR AMPACITY 30A REVISIONS CIRCUIT CONDUCTOR AMPACITY 55A MANUFACTURER HANWHA DESCRIPTION DATE REV REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B) MODEL# Q.PEAK DUO-G5 315 15.69A 1.25 X 1.25 X Isc PMAX 315W DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 j INVERTER OUTPUT CONDUCTORS PMP 32.98V TEMP.CORRECTION PER TABLE(310.16)X 23.04A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B) 40A IMP 9.55A PROJECT INSTALLER CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)X 1.25 X MAX INVERTER OUTPUT CURRENT CIRCUIT CONDUCTOR AMPACITY VOC 39.87V Result should be greater than(15.69A)otherwise less the entry for circuit conductor size DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 and ampacity TEMP.CORRECTION PER TABLE(310.16)X 52.8A ISC 10.04A MAY CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)X MODULE DIMENSION 66.34L x 39.37'W x 1.26"D(In Inch) CUSTOM CIRCUIT CONDUCTOR AMPACITY HOME DC CONDUCTOR AMPACITY CALCULATIONS: Result should be greaterthan(40A)otherwiselesstheentryforcircuitconductorsizeand INVERTER #1 SPECIFICATIONS FROM JUNCTION BOX TO INVERTER (INV#1): ampacity � �'''� MANUFACTURER SOLAREDGEINVERTER MODEL# SE 7600H-US �� AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT +2Z %C' N4'• PER NEC 310.15(B)(2)(c) NOMINAL AC POWER 7.6 KW EXPECTED WIRE TEMP(In Celsius) 33+22=55 ELECTRICAL NOTES NOMINAL OUTPUT VOLTAGE 240V :• N 52 1. ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND 32A TEMP.CORRECTION PER TABLE(310.16) 0.76 LABELED FOR ITS APPLICATION. NOMINAL OUTPUT CURRENT NO.OF CURRENT CARRYING CONDUCTORS 4 2. ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 90 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a) 0.80 DEGREE C WET ENVIRONMENT. NUMBER OF CURRENT •, ,STA OF ;�� CIRCUIT CONDUCTOR SIZE 12 AWG 3. WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS PERCENT OF CARRYING CONDUCTORS IN CIRCUIT CONDUCTOR AMPACITY 30A SHALL BE ROUTED DIRECTLY TO,AND LOCATED AS CLOSE AS VALUES EMT S• ) P•• POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. 4. WORKING CLEARANCES AROUND ALL NEW AND EXISTING 0.80 4 REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B) 15.69A ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 0.70 7-9 1.25 X 1.25 X Isc 5. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. 0.50 10-20- G q DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, U TEMP.CORRECTION PER TABLE(310.16)X 18.24A SUPPORTS,FITTINGS AND ACESSORIES TO FULFILL APPLICABLE Z rQ M {{ CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a)X CODES AND STANDARDS. CIRCUIT CONDUCTOR AMPACITY 6. JUNCTION BOXES PANEL BOARDS,RACEWAYS,AND CONDUITS Result should be greater W M ARE SIZED IN COMPLIANCE WITH NEC 408. Q ~ than(15.69A)otherwise less the ent r ry fo circuit conductor size C') LL and ampacity 7. ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED — W fn AND READILY VISIBLE. LU U J 8. MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORTRAIL,PER THE GROUNDING CLIP Q _i MANUFACTURER'S INSTRUCTION. 9. MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER w O 2 G.E.C.VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG. W 0 n. 10. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL = W PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE I N SERVICE ENTRANCE. 11. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. 12. RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. 13. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6(C)(1)AND SHEET NAME ARTICLE 310.8(D). WIRING 14. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310.8(C). CALCULATIONS SHEET SIZE ANSI B 11" X17" COPYRIGHTED BY CASTILLO SHEET NUMBER ENGINEERING SERVICES, LLC E-02 Castillo f� Engineering .. _ _ _ _ _ _ DESIGNED TO PIIMITS SOLAR ARRAY(7.25 KW-DC STC)TOTAL - 23 HANWHA Q.PEAK DUO-G5(315W)MODULES CASTILLO ENGINEERING P340 OPTIMIZERS F11)STRING OF 12 MODULES CONNECTED TO MPPT#1 OOA 28345 STRING OF 11 MODULES CONNECTED TO MPPT#2 2925 W.STATE ROAD 434, SUITE 111 - - - - - - - - PV MODULE LONGWOOD,FL 32779 TEL(407)289-2575 NOTE ERMOCRATES E.CASTILLO-FL PE 52590 1.SUBJECT PV SYSTEMS HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE NEC 2014,AND THOSE SET FORTH BY THE REVISIONS ---- ---- --- ---- ---- ---- ---- ---- -- - -"- FLORIDA SOLAR ENERGY CENTER CERTIFICATION,INCLUDING DESCRIPTION DATE REV MAXIMUM NUMBER OF MODULE STRINGS,MAXIMUM NUMBER OF MODULES PER STRING,MAXIMUM OUTPUT,MODULE MANUFACTURER AND MODEL NUMBER,INVERTER MANUFACTURER AND MODEL NUMBER,AS APPLICABLE. - - - - - - - - - - - - PROJECT INSTALLER (2)#12 AWG USE-2/PV WIRE+Red (2)#12 AWG USE-2/PV WIRE-Black EGC#10 THWN-2 ly IN 3/4"PVC CONDUIT RUN Cud HOME . G - + - + (N)JUNCTION BOX 11 seal 600 V,NEMA 3 UL LISTED C �•�/C�,,j��i I •••�,�• k3. O O 5 TO UTILITY GRID • G + + • • I � • LINE SIDE TAP USING POLARIS L1 L2 N '` ST E OF (N)INVERTER:#1 • I SE 7600H-US TAPS OR INSULATION PIERCING 1T1 P AM BI-DIRECTIONAL • V P.'�•� OUTPUT.240 VAC,32A oI UTILITY METER / � s� 99%CEC WEIGHTED EFFICIENCY 1-PHASE,240V fI ONA L EN t%�, NEMA 3R,UL LISTED,INTERNAL GFDI I WITH INTEGRATED DC DISCONNECT L1 L2 N LLf CV (N)AC DISCONNECT: (E)MAIN DISTRIBUTION W > C)) 240V,60AMP,FUSED L1 L2 N (N)PV METER PANEL,200A RATED,240V. NEMA 3R,UL LISTED I- J I + - + - G G G N L2 Lt (IF REQUIRED) WITH 40A FUSES - (n Ii. (E)MAIN BREAKER U) W I I L1 11 L1 Lt a 200A/2P,240V. W 0 J fl ____ JpI U � I I IL2 flJOIN N Q L - - — — G G — — G G L1 L1 W (3)#6 AWG THWN-2 L1 L1 O) W I I IN 3/4"PVC OR EMT W N (3)#8 AWG THWN-2 CONDUIT RUN (1)#10 AWG THWN-2 GND I I IN CONDUIT OR LtUN EMT L1 - - _x- - - - - - - - -- - - - - - GI- - - - _ L G G N L2 L1 SHEET NAME (2)#12 AWG THWN-2+Red N 11 ELECTRICAL (2)#12 AWG THWN-2-Black EGC#10 THWN-2 G EXISTING GROUNDING LINE DIAGRAM USE METAL RACEWAYS FOR ANY ELECTRODE SYSTEM DC CIRCUITS ENTERING BUILDING PRIOR TO INVERTER DC - SHEET SIZE DISCONNECTING MEANS PER ANSI B 690.31 11" X17" 1 ELECTRICAL LINE DIAGRAM COPYRIGHTED BY CASTILLO SHEET NUMBER E-01 SCALE:NTS ENGINEERING SERVICES, LLC E-01 I _ _ 13e ' 115 Castillo 1 x 5 1� Engineering 15® Ste it DESIGNED TO FRRMIT• (E)ASPHALT �• R.. CASTILLO ENGINEERING SHINGLE ROOF TYP. I" '" SERVICES,LLC IYi COAS 283+5 140 140 2925 W.STATE ROAD 434, SUITE 111 SOLAR MODULE ass ... LONGWOOD,FL32779 TEL(407)2842575 150 ERMOCRATES E.CASTILLO-FL PE 52590 MIR 149 REVISIONS SEE(2/S-02) FOR 160 DESCRIPTION DATE REV wiml 159 ENLARGED VIEW '� 3. rpwr RI!dtlRRfe al Saw"A la+1rptlEO ae its 179 / \ 2. U w' EE,9m1 1MwR>vRR41►. 189 iR pm tM: 3. Tir www 1Mi searr sea �iwi9 1 ,w — PROJECT INSTALLER "aw of w 4 "EM. 4. w.RRsRwR is' .any.GWM MIRi (E)2"X 4" . ...- RAFTER @ 24"O.C. "d N wi�t"w.r E.a 188 RYl>t 1' Elr nRY= MAY 1 ` �► " CUSTOM 1. .i elE...pR n wss l�Ix OME / 1 QMSC: CLASSIC COMPOSITION MOUNT •.- • S-02 SCALE-1"— V-0" S UL1MME DESIGN WIND sEEEDS,Var n FOR RISK CAtEGORY 0:BUWIM93 AND,01MM st uciu s •' ENS'• Wind Speedtat 0 525 RiCatery * Wind Speed ASD m 22.6 (N)IRONRIDGE XR10 RAIL _ • STA F\ Roof- Modmwn Uplift per 321ki F• • O I O (N)CAP SCREW, HEX 6AWule area 1 "fattener Wod ions 1 P �• ,`` HEAD,5/16-18x1"UNC-2A, Mel r tFactor a 1 N Smencanwoodeoundl f�il �t�t` (N)GROUNDING / NDS W LAGh ith2.adfor 18-8 SS 476 END/MID CLAMP Sj1�LAGwith2.5' W HANGER BOLT, PLAIN Qv CENTER,5/16"x 6", 18-8 SS *Roof attaci,ements w 2 rails at: . .ft O/C z > cM 1 13.3 19.4 W 2 1L4 -3L9 - Q I— J L3 1L4 -47.9 Mal imam Uplift per LL (E)ROOF SHEATHING 'faatenerwksdZane2 3589 w � J Per American Wood Council- U J p =[mil-#p_(MK3a)) NDSsf i � 476 Q = W O } 1 11.3 Embedment W = QBLOCK,CLASSIC, 2 1L4 'Roofattachementsw2ralsat ft0/C = W A360.1 CAST AL, MILL (E)2"X 4"RAFTERS @ 24"O.C. 3 1.4 N hlmdmum Uplift per 263.5 / 'fastener Wind Zone 3 (1)5/16"DIA.X 3"MIN.EMBEDMENT LAG SCREW Per Arnerican Wood Council-AT EACH ATTACHMENT POINT MDSMaxVAdutawtoadfor 476 SHEET NAME INTO EXISTING FRAMING S/16"LAGwit 2-7 STRUCTURAL / Embedment ATTACHMENT ,Roof attadlements w 2 rails at ft 0/C DETAILS SHEET SIZE B _ - COPYRIGHTED BY CASTILLO ANSI 11" X 17" 2 QMSC: CLASSIC COMPOSITION MOUNT ENGINEERING SERVICES, LLC SHEET NUMBER S-02 (ENLARGED SECTION VIEW) SCALE:NTS S-02 MODULE TYPE, DIMENSIONS &WEIGHT N GENERAL INSTALLATION PLAN NOTES: Castillo NUMBER OF MODULES=23 MODULES 1)DRAWINGS SHOWN MAY NOT REFLECT FIELD CONDITIONS. Engineering MODULE TYPE= HANWAHA Q.PEAK DUO-G5(315W)MODULES w CONTRACTOR TO FIELD VERIFY CONDITIONS PRIOR TO DQSIGNPD TG.[taf T• WEIGHT=41.2 LBS/18.7 KG. INSTALLATION. CASTILLO ENGINEERING MODULE DIMENSIONS=66.34"x 39.37"=18.14 SF SERVICES,LLC UNIT WEIGHT OF ARRAY=2.27 PSF s 2)CONTRACTOR MAY LOCATE PV MODULES TO DIFFERENT C°"p28345 W.STATE LOCATION THAN SHOWN, BUT SHALL NOT PLACE PV MODULES IN 2925 ROAD 434,SUITE ill ARRAY & ROOF AREA WIND ZONE 3.UNLESS NOTED OTHERWISE IN NOTE 3 BELOW. LONGWOOD,FL 32779 TEL(407)289-25 CALC'S (ROOF #1) ERMOCRATESE.CASMLO RPE52590 ARRAY AREA=290.24 SQ. FT. 3)ROOF ATTACHMENTS SHALL BE INSTALLED AS SHOWN IN ROOF FACE AREA=580.38 SQ. FT. SHEET S-02 AND AS FOLLOWS FOR EACH WIND ZONE: REVISIONS 290.24/580.38=50.00%OF ROOF DESCRIPTION DATE REV FACE AREA COVERED BY ARRAY WIND ZONE 1:6'-0"O.C. WIND ZONE 2:4'-0"O.C. DESCRIPTION (ROOF #1) Q WIND ZONE 3:2'-0"O.C. ROOF TYPE-ASPHALT SHINGLE ROOF SEE SHEET S-02 FOR SUPPORTING CALCULATIONS. ROOF TILT -22.6° �Q 4)EXISTING RESIDENTIAL BUILDING IS ASSUMED TO BE ASPHALT PROJECT INSTALLER RAFTERS ROOF AZIMUTH -SPACE-2"x4" 24"O.C. SHINGLE ROOF WITH MEAN ROOF HEIGHT LESS THAN 30 FT AND @ _ v co SYP 2X4 WOOD ROOF RAFTERS SPACED 24"O.C. EXISTING ROOF �C h SLOPE FOR SOLAR SYSTEM RETROFIT IS ASSUMED TO BE M,4y BETWEEN 7 TO 27 DEGREES.CONTRACTOR TO FIELD VERIFY AND CUSTOM SHALL REPORT TO THE ENGINEER IF ANY DISCREPANCIES EXIST HOME RO BETWEEN PLANS AND IN FIELD CONDITIONS T/LTOF�2 -2z6° 1 CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN 8 COMPLIANCE WITH FBC: RESIDENTIAL CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATION WIND LATERAL AND UPLIFT FORCES,AND EQUIPMENT DEAD LOADS. * ;'•��C• NS•' ROOF#2 52 (07)HANWHA Q.PEAK DUO-G5 3� 937" (315W)MODULES ROOF#1 Q STA OF (16)HANWHA Q.PEAK DUO-G5 (315W)MODULES �Q - r�i 1�•••�� (40)PV ATTACHMENT @ 24",48"&72"O.C. M MAX ( W (N) IRONRIDGE XR10 RAIL Q co W wC3 -' ' (N)(23)SOLAREDGE POWER P340 Z C� m OPTIMIZERS wc" HANWHA Q.PEAK 0 H J DUO-G5 WIND ZONE 3(TYP.) MODULES W � LEGEND p WIND ZONE 2(TYP.) ROOF W �- a IN, ARRAY & ROOF AREA WIND ZONE 1 (TYP.) 49L3�. 'AcD - 6 JB -JUNCTION BOX W c0 N CALC'S (ROOF #2) 98. INV -INVERTER ARRAY AREA= 126.98 SQ. FT. (N)JUNCTION BOX(TIP.) OC -INTEGRATED DC DISCONNECT ROOF FACE AREA=561.83 SQ. FT. 3/4"PVC CONDUIT RUN 126.98/561.83=22.60%OF ROOF SLD -SOLAR LOAD CENTER FACE AREA COVERED BY ARRAY (E)MAIN DISTRIBUTION PANEL -PRODUCTION METER SHEET NAME (E)UTILITY METER DESCRIPTION (ROOF#2) (N)AC DISCONNECT MOP -MAIN DISTRIBUTION PANEL ROOF PLAN & ROOF TYPE-ASPHALT SHINGLE ROOF (N)PV METER(IF REQUIRED) MODULES ROOF TILT -22.6° O ❑ -VENT,ATTIC FAN(ROOF OBSTRUCTION) ROOF AZIMUTH-108° (N)SOLAREDGE SE7600H-US SHEET SIZE RAFTERS SPACE-2"x4"@ 24"O.C. INVERTER O -ROOF ATTACHMENT -RAFTERS ANSI B 11"X17" 1 ROOF PLAN & MODULES COPYRIGHTED BY CASTILLO --- -CONDUIT SHEET NUMBER S-01 I SCALE:3/32"=1-0" ENGINEERING SERVICES, LLC CB COMBINER BOX S-01 Castillo ? Engineering Symbols: Abbreviations: DESIGNED 10•Et MIT• CASTILLO ENGINEERING Sheet where SERVICES,LLC 2925W.STATE ROAD 434, Section............... X section is located x-xx AC Alternating Current SUITE 111 LONG WOOD,FL 32779 TEL'(407)289-2575 ERMOCRATES E.CASTILLO-FL PE 52590 Detail ID Letter APPROX Approximate System Description Elevation........... X Sheet where REVISIONS section is located AWG American Wire Gauge DESCRIPTION DATE REV Detail ID Letter CB Combiner Box This system is a grid-tied, PV system, with PV generation consisting of 23 HANWHA Detail................ Sheet where Q.PEAK DUO-G5 (315W) MODULES PV modules with a combined STC rated dc output section is located DC Direct Current power of 7,245W. The modules are connected into 1 SOLAREDGE SE7600H-US Detail ID Letter Detail................ x DCD Direct Current Disconnect INVERTER. The inverter has electronic maximum powerpoint tracking to maximize Area to be enlarged PROJECT INSTALLER (Enlarged Plan) X Sheet where DISC Disconnect energy captured by the PV modules. The inverter also has an internal ground fault section is located detection and interruption device that is set to disconnect the array in the event that a (E) Existing MAY Keyed Notes.......... Keyed note designation ground fault that exceeds one ampere should occur. The inverter has DC and AC CUSTOM on applicable sheet EL Elevation disconnect integrated system and labels are provided as required by the National HOME Ground Terminal..... 0 EQ Equal Electric Code JB Junction Box `� E T/<�''•, PV Modules --•--- ` �'.••" N•. <0 �� Grounding Point/rod.... Jr MCB Main Combiner Box ./2 Junction Point of = 52590 MFR Manufacturer Box Inverter Utility O _ .7: Solar Panel......... or 00 odulewithSource MIN Minimum Connection Circuit number Utility Meter .CST TE �•�` MISC Miscellaneous Centralized AC to (N) New .., •N �.� Combiner Box.......... Cg DC Inverter Figure 1:PV System Block Diagram OCPD OverCurrent Protection Device w Q DC Disconnect.......... DCD POCC Point Of Common Coupling Z c) When the sun is shining, power from the PV array is fed into the inverter, where w > M Main Distribution MDP PV Photovoltaic it is converted from DC to AC. The inverter output is then used to contribute to the co i. Panel ...................... power requirements of the occupancy. If PVpower meets the requirements of the W U) SF Squarefoot/feet q P Y• q w U J loads of the occupancy, any remaining PV power is sold back to the utility. When utility — Fuse ...................... = STC Standard Test Conditions Y = power is available, but PV power is not available, building loads are supplied by the w o W TBD To Be Determined utility. w Z OvercurrentBreaker.. — -- TYP Typical The inverter meets the requirements of IEEE 1547 and UL 1741. This means that w N if it detects a loss of utility power, it will automatically disconnect from the utility. IY VIF Verify In Field When utility voltage is restored, the inverter automatically reconnects to the utility grid Inverter.................... WP Weather Proof after verifying utility voltage and frequency stability. On a day with average Florida sunshine, this system outputs 30.00 kWh per day on site. SHEET NAME Transformer............. SYMBOLS& SYSTEM DESCRIPTION Automatic............... .ATS; SHEET SIZE Transfer Switch COPYRIGHTED BY CASTILLO ANSI B ENGINEERING SERVICES, LLC 11" X 17" SHEET NUMBER A-01 PROJECT DESCRIPTION: GOVERNIN PROJECT SITES ' Castillo�� 23 x 315 HANWHA Q.PEAK DUO-G5(315W)MODULES FLORIDA RESIDENTIAL CODE,6TH EDITION 2017(FRC) Engineering t(' ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES FLORIDA PLUMBING CODE,6TH EDITION 2017(FPC) FLORIDA BUILDING CODE,6TH EDITION 2017 EDITION(FBC) xA\e- B DESIGNED TO•EIN SYSTEM SIZE: 7.25 kW DC ST. FLORIDA MECHANICAL CODE,6TH EDITION 2017(FMC) CASTILLO ENGINEE ERING ARRAY AREA#1:290.24 SQ FT.ARRAY AREA#2: 126.98 SQ FT. NEC 2014 CODE BOOK SERVICES,LLC COA.zap $ 2925 W.STATE ROAD 434, EQUIPMENT SUMMARY NOTES TO INSTALLER: SURE Iii FIELD ADJUSTMENTS CAN BE MADE TO THE LAYOUT LONGWOOD,FL 32779 23 HANWHA Q.PEAK DUO-G5(315W)MODULES TEt:l407)2894M 01 SOLAREDGE SE7600H-US INVERTER OF THE ARRAY ERMOCRATESE-CA nLLO-FLPE525MW 23 SOLAREDGE POWER P340 OPTIMIZERS REVISIONS SHEET INDEX DESCRIPTION DATE REV A-00 PLOT PLAN&VICINITY MAP A-01 SYMBOLS&SYSTEM DESCRIPTION S. S-01 ROOF PLAN&MODULES ' S-02 STRUCTURAL ATTACHMENT DETAILS E-01 ELECTRICAL LINE DIAGRAM � E-02 WIRING CALCULATIONS 7 . m PROJECT INSTALLER E-03 SYSTEM LABELING wll DS-01 DATA SHEET // (E)FENCE 0414HOME 4Ay DS-02 DATA SHEET CUSTOM DS-03 DATA SHEET / DS-04 DATA SHEET DS-05 DATA SHEET LI t ///7 349,, / II ' / 2 HOUSE PHOTwKI *:' sso ROOF#2 / (07)HANWHA Q.PEAK DUO-G5 A-00 CODES FL0RID� NtiT6 WITH _� (315W)MODULES NATIONAL ELECTRIC CODE' 3J TA PROJECT SITE AND THE CITY OF ZEPHYRHILLS c+� d�iD ANCES R 1 . •G� Il/I LL) > M 1—STORY 2 qo W tL HOUSE / / Pool 4, 5 W w C EXISTING ' .I DRIVEWAY ' " `' SHEET NAME r.f.T.If11Ct.. v .Y} fig' PLOT PLAN & ROOF#1 VICINITY MAP (16)HANWHA Q.PEAK DUO-G5 (315W)MODULES SHEET SIZE (E)MAIN DISTRIBUTION ANSI B 110'-0" PANEL 11" X 17" 1 PLOT PLAN WITH ROOF PLAN COPYRIGHTED BY CASTILLO 3 VICINITY MAP SHEET NUMBER A-00 SCALE: 1/16" -0" ENGINEERING SERVICES, LLC A-00 SCALE:NTS A-00