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HomeMy WebLinkAbout22-46135336 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 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 remspection. 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. I 1 1 111 111111PIplip III!II!: !IIII I !11 11 1 0 Mr-T-Ti.- I 11 11i-'-" T Mj 0*1 M- 4M, I accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. imp It i ME FIE IT OFFICE rf� 1:24,11�ITI,I,iAa.l:j�il-�lli"*Ill,�, M "IM101111111C1115ril'" 813-78MO20 City of Zephyrhills Permit Application Fax-813-780-0021 Building Departrnent u"""' Date Received Phone Contact for Permitting 907 ) 903 - 7578 Owner's Name Tiffany Knox Owner P.... Number 386-527-4542 Owner's Address r phyrhiils,Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # 7 =&8 SUBDIVISION E=o wn :f :Z:e=Phyrhfl1S PARCEL 1D# 111-26-231-0010-06300-0070 (OOTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTRF--1 ADD/ALT = SIGN DEMOLISH H INSTALL [=] REPAIR PROPOSED USE SFR 0 COMM OTHER TYPE OF CONSTRUCTION BLOCK EJ FRAME STEEL DESCRIPTION OF WORK Finstallation of roof mounted PV Solar =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY =PLUMBING 0 ri�,f =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS EFLOOD ZONE AREA =YES NO = WR.E.C. Tr-e BUILDER COMPANY SIGNATURE REGISTERED Y l N�FEE C�VIREN Address License # COMPA NY lot Co� �F ELECTRICI COMPANY SIGNATUR REGISTERED FEE C111�11EN A:fass License PLUMBER COMPANY E SIGNATURE REGISTERED Address License# MECHANICAL COMPANY SIGNATURE E=- REGISTERED Address Licenselt OTHER COMPANY E SIGNATURE E=:== REGISTERED :YIN �FEECIIRIE�NN� Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Form; R-O-W Permit for now construction, Minimum ten (10) working days after submittal date. Required onslia, Construction Plans, Storm%ator Plans W Sift Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for now 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 now 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. Own Lr & Contractor sign back of application, notarized If over $2600, 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) Rerools If shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) A Driveways -Not over Counter if on public roadways., needs ROW 813-760-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021 Building Department 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 nt-- M 9 1 - cr�r M,_� b,�� *od ft�, a vi,Von undor ,tatq lavv� the v,Imr 6y � lonacd Contractor ar6 0,ccrtatft "k, to �ktz liccrmi- mqw; ' cTnvmt� 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 IMPACTA)TILITIES IMPACT AND RESOURCE RECOVERY FP-158: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of now 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 WaterfSewer Impact foes are due, they must be paid prior to parrnd Issuance, in eiowwrdanoei wfth 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 1, 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 "ovorior", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "ownee'prior to commencorneriL CONTRACTOR'SIOWNER'S AFFIDAVM I certify that all the Information in this application is accurate and that all work will be done in compliance with all applicable lam regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated, I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify Mat 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, WateriWastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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, 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 the Building Official for a period not to exceed ninety (90) days and wilt demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. OWNERORAGeN1— Alr-- CONTRACTOR Ir ' — S Mjndsvwnto(o firmod) befor;^ this Sut/�Mandswomta(or "red) before me is 0 F . — � 1,,� h" — �. rzN K" — A,4— f, rumm identification, Jim ..... ....... . NOTICE OF COMMENCEMENT ot pMp#rV, p" ldwaogm p4m TOWN OF ZEPHRYHILLS Ps I PG 64 LOTS 7 8 BLOCK 63 Cw*0clott T*oxm,.,*„ 407-904-0441 rwft""M*ww*-w stcbw Fl. aw iwo ChUmin 0 Smith MYNCH"W3 6 68PIT. XP. 812W2025 a Cast, ; cring J E� - ._. CASTILLO ENGINEERING ",g� g®#� 80 gg�� �g✓g" pg }�^Lq SERVICES LI C A .'4 BL 6 0 SYSTEM ( E2b N.YdY,hk.SNE ROAD, :RAti?tRkD, Ft32J5t y 5509 5T i COPYRiGHTEDBY CASTILLO ENGINEERING x SERIfCES LLC ILLS, FL 33542 -- RE sI°�5 T gE5cPoPrOW i 6A'f: I �j i PROJECT DESCRIPTION: CODES AND STANDARDS 1 OWNER ; I- OUSE PHOTtJ PROJECTINSrALLEa G6VERNlNG65DES: 42x440 URECO: FAM440E8G-BB (440W) MODULES FLORIDA RESIDENTIAL CODE 7TH EDITION 2020 (FRO) KNOX, TIFFANY PRi7JECT SEiE' ;' :_ ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES FLORIDA PLUMBING CODE, 7TH EDITION 2020 (FPC) f FLORIDA BUILDING CODE, 7TH EDITION 2020 (FBC) {S I SYSTEM SIZE 18.480 kW DC STC FLORIDA MECHANICAL CODE, 7TH EDITION 2020 (FMC) INSTALLER NATIONAL ELECTRICAL CODE 2017 ARRAY AREA #1: 356,68 SO, FT. {NEC) a ARRAY AREA #2: 237,79 SCE Fi', FLORIDA FIRE PREVENTION CODE, 7TH EDITION 2420 {FFPC) C SUNSMART Ah$ERiCA s S ned .! ARRAY AREA #4: 142.57 SO FT. ARRAY AREA #3: 47,56 FF. 1404 HAMLIN AVE UNIT L, Errrsucrafel S ARRAY AREA#5: 214,01 SO FT. ST CLOUD FL 34771 5 E Caslill . j (407) 904-0441. C1at@: 2022 0i.2 $f,�niPP.�EI+1TSUh�MAFdY � — 'w.' 142420 42 URECO: FAM440E8G-BB (4401N) MODULES EN I1�EER 42 ENPHASE lQ8A-72-2-US MICROINVERTERS --- — j RACKING: UNIRAC STANDARD RAIL Castillo Engineering Services LLC ATTACHMENT: UNIRAC FLASHKtT PRO 620 N. Wymore Road, Suite 250, Maitland, FL 32751 UE ICPJ C12 TERIA: TEL: (407) 289-2575 ra Ermocrates E. Castillo IIt WIND SPEED (ULT): 140 MPH License#: FL PE 52590 r� WIND SPEED (ASD): 108 MPH RISK it �IICIiV[TY MAP -------I G � c; � EXPOSURE CATEGORY: B SHEETINDEX _ 3 _ i SHEET # SHEET DESCRIPTION ( -- I e -1 ( -777 Q-01 1 COVER SHEET - s '— �' ' � ~� —� - A-00 NOTES AND DESCRIPTION " PROJECT SITE i A-01 ROOF PLAN x';�, w 5-01.1 PARTIAL P LAYOUT 5-01 MODULE ---- --- ------ ---- —._ .-------=-----) j PRESSURE ANDMODULES, ES EXPOSURE) STRUCTURAL CERTIFICATION: ELECTRICAL CERTIFICATION: S-02 ATTACHMENT DETAIL — { I ------ SHEET 14AME .(Y2.S-022 STRUCTURE CALCULATION I ERMOCRATES CASTILLO PE# 52590 AN ENGINEER i 1 ERMOCRATES CASTILLO PE# 52590 AN ENGINEER ( ---- ------ —_— ...... ., -� "` "'' , ;'" COVER SHEET _.._.I LkCEPJSED PURSUANT TO CHAPTER 471, CERTIFY LICENSED PURSUANT TO CHAPTER 47 f, CERTIFY E`61 a ELECTRICAL LINE DIAGRAM T� THAT THE INSTALLATION OF THE MODULES IS IN THAT THE PV ELECTRICAL SYSTEM AND E-02 --SIRING CALCULATIONS ... r ..._ .._____-.-__ COMPLIANCE WITH FBC: RES I DENTIAL 2020 7th ED., ELECTRICAL COMPONENTS ARE DESIGNED AND � � .,� �r.�IZE SHEE CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ! APPROVED USING THE STANDARDS CONTAINED IN E-03 i SYSTEM LABELING $ ,"^.sl ACCOMMODATE WIND LATERAL AND UPLIFT ( THE MOST RECENT VERSION OF THE FLORIDA ------ -------- ----._.—� _._. .___ _._1 ! j FORCER, AND EQUIPMENT DEAD LOADS. � BUILDING CODE, FBC 907, THE NEC 2017, AND !____ DS-0106 DATA SHEETS t I '� 'I'{" X 17" 1 THOSE SET FORTH BY THE FLORIDA SOLAR ENERGY CENTER; CERTIFICATION_ r s SHEET NUMBER J { -1 Sheet where Section section is located Detail I D Letter Elevation Sheet her. located Detail Detail ID Lett., Sheet where section is located ID Letter ­—Detaff X (Imiarged Plan) Area to be enlarged Sheet where sects is located Keyed Notes 1 Keyed note designation on applicable sheet Ground Terminal 0 Grounding Point/rod.... F-1 Solar Panel Ior 00---m dulewiths- I' number C ronit Combiner Box CB AC DItconnect..... ACD Main Distribution Panel MDP Fuse OverourromtBreaker.. Inverter.., ........... Automatic ATS ransferswrth cant, Attic fan o (Rod obstruction) PV Roof Attachment Tresses Conduit Fire Access AC Alternating Current ACD AC Disconnect APPROX Approximate AWG American Wire Gauge BAT Battery CB Combiner Box DC Direct Current DISC Disconnect (E) Existing EL Elevation EQ Equal GP Generation Panel JB Junction Box MCB Main Combiner Box MFR Manufacturer MID MICROGRID INTERCONNECTION MZMinimum SC Miscellaneous MDP Main Distribution Panel (N) New NAVD North American Vertical datum OCPD OverCurrent Protection Device POCC Point Of Common Coupling PV Photovoltaic SF Squarefoot/feet STC Standard Test Conditions SD Soladeck TBD To Be Determined TYR Typical UNO Unless Noted Otherwise UM Utility meter VIF Verify In Field I WP Weather Proof Ta array in the event that a ground fault that exceeds one ampere should occur. The inverter has DC and AC disconnect integrated system and labels are_Mai6_rLP_d_.a_s required by the National Electrical Code. to the utility. When utility power is available, but PV power is not available, building loads are supplied by the utility. PV Modules —�7 F_ I Microinverters---P� Junction PC )int of II f Box Utility Connection Figure 1: PV System Block Diagram Utit?Meter The inverter meets the requirements of IEEE 1547 and UL 1741. FALL PROTECTION: ANCHORAGES USED FOR ATTACHMENT OF PERSONAL FALL ARREST EQUIPMENT MUST BE INDEPENDENT OF ANY ANCHORAGE BEING USED TO SUPPORT OR SUSPEND PLATFORMS, AND CAPABLE OF SUPPORTING AT LEAST 5,000 POUNDS PER EMPLOYEE ATTACHED, OR MUST BE DESIGNED AND USED AS FOLLOWS: • AS PART OF A COMPLETE PERSONAL FALL ARREST SYSTEM WHICH MAINTAINS A SAFETY FACTOR OF AT LEAST TWO. ® UNDER THE SUPERVISION OF A QUALIFIED PERSON I ADDITIONAL INFORMATION 29 CIFIR 1926 SUBPART M, FALL PROTECTION. OSHA STANDARD. 1:26.502 FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES M2 502(D)(15) 41,26" ALLOWABLE/DESIGN PRESSURE PSF DOWN PRESSURE 75 RAILS IN THIS UPLIFT PRESSURE, 2 RAILS 33.6 POSITION UNO *MODULE RAILING MAY BE INSTALLED IN LANDSCAPE ORIENTATION FOR MODULES WITH URECO: WEIGHTED PRESSURES BELOW 33 PSF* FAM440EBG-BB (440" MODULES Enplecring, CASTILLO ENGNEERING SERVICES, LLC ware xsa COPYR=11 ASTr_L0 F SERVICES, LLC A F­RSe�iSsio-�s­­ F wa—�p-l"ON-,dA Tom,{ PROJECT I z Cn 11; _j LL c6 001 _J _J EE ff LL CD U1 N SHEET NAME NOTES AND DESCRIPTIoN ANSI 8 1 I I" X 1 -7" SHEET NUMBER A-00 (N) SOLADECK (TYP.) 314" IMC, RMC, FMC, LFMC, EMT OR EQUIVALENT CONDUIT RUN 15� (N) ENPHASE IQ COMBINER BOX (N) ALTERNATE POWER SOURCE AC DISCONNECTIRAPID SHUTDOWN (E) MAIN DISTRIBUTION PANEL (E) MAIN SERVICE DISCONNECT (E) SERVICE POINT AND UTILITY METERING Al %, FIRE ACCESS AND PATHWAYS AS PER NFPA 1, 11. 12.2 o -ol ROOF #5 0 (09) URECO: FAM440E8G-BB (44-04W MODULES 0 2-STORY HOUSE ow ol 10 00 Clasoliq Eng! rino- CASTILLO ENGINEERING SERVICES, U-C 620 N. WV0.90RE ROAD, SURE 330, (15) URECO: FAM44DE8G-BB (440W) --- MODULES .--< COPYRlOHTED BY AETLL. ENGINEERING � REVISIONS � I DES RpToN DATE ROOF #3 (02) URECO: FAM44GE8G-BB (440W) DL M 0 LILES PROJECT INSTALLER EXISTING DRIVEWAY F a signed bp >- 0 Ermocra s E Cast Date: N2022.07, 14:24:20 i ool,. P—ROd'ECT-NAM—E w ROOF 92 Z— cy) RE (16)UCO:FAM440EBG-BB (44OW) P- -j MODULES j ri) LLT- (N) (42) ENPHASE: Q8A-72-2-US MICROINVERTERS ry x Lo >- m ROOF #4 0 IL (— -ffC 06) UR 0: FAM440E8G-BB (440W) Lli MODULES N SHEET NAME ROOF PLAN L1SHEETS€ZE j� X 1711 ----------- L_A—i3� EETW wzimwl NUMBER OF MODULES = 42 MODULES MODULE TYPE= URIECO: FAM440EBG-BB (440VIV)MODULES MODULE WEIGHT = 53.79 LEG f 244 KG, MODULE DIMENSIONS = 82.99" x 41.26" = 23,78 SF UNIT WEIGHT OF ARRAY = 2,26 PSF 0 LEGEND WIND ZONE I ((YP) WING ZONE 2e (TYP) VAND ZONE 2,,(TYP) WIND ZONE 21 TYP) WIND ZONE 3, (TYP) VAND ZONE ?A (TYP) (N) LPflRAC STANDARD RAIL (TYP.) ROOF 91 (15) URECO. FAM440EAG-BB-{�W� MODULES ROOF #5 FAM440E8G-BB (44OW3 ) MODULES N, T v9bI ,oc' o � MODULE LAYOUT =1 SCALE 3/32"=,'-tT' ARRAY; AREA & ROOF AREA CALC'S F--------- --- F- ARRAY ROOF AREA ROOF ROOFTYPE AREA AREA COVERED T TI I TRUSS TRUSS AZIMUTH (sq.Ft) (Sq. Ft) BY ARRAY SIZE SPACING 019 #1 ASPHALT SHtNGLEI 35668 73,38 _4BB0 ASPHALT SHINGLE —2'37.79 - 394.53 W. 36,S 153' Z�X,I" 1 24 .,c I #3 ASPHALT SHINGLE 47,56 173�74 1 27.37 18A 63. 2"X4" 1 24".,c, #4 ASPHALT SHINGLE —142,6-7— 3�14 1 43,26 36A 243' 7X4' 24"o'c #5:T�Sf HALTSW_GLR --21'�, 63,E4 18A 243' x�t 24".,c, TOTZPLNVIEW 99iM7 ��81 47 fi -2191 0 op n 7 ROOF (02FUFRECO FAM44OE8G-BB (44OW) 'v MODULES (128) PV ROOF ATTACHMENT A, @ 24% 48" & 72"00, MAX, (SEE SHEET S-02 FOR ATTACHMENT DETAIL) SHEET S-01, I FOR PARTIAL (SEE PRESSURE OF THE MODULE) ROOF #2 {10) URECO: FAM440E8G-BB (44OW) MODULES (N) (42) ENPHASE IOBA-72-2-US MICROINVERTERS ROOF #4 (651 TURECC, FAM440E8G-BB (440W) MODULES 1) ROOF ATTACHMENTS TO SYP TRUSSES SHALL BE INSTALLED AS SHOWN IN SHEET S-02 AND AS FOLLOWS FOR EACH WIND ZONE FOR36STILT NON - EXPOSED MODULES EDGE I EXPOSED MODULES WIND ZONES SPAN CAN I iLEvEH SPAN CANTILEVER ZONE 6- 0" 1 T 4 40" 1% X X ZONE-Ze E 61-011 4 - 0" T- 4' ZONE 2n 6'- 0 T 4'- 0T- 4' ZONE 2r 6'- 0' T- 4" 4' - 0" T - 4- - oll ------ ZONE3e IY — 2- -_�L ZONE3r 4 4 - a� 1- 42' 710'0'-8'-- FOR 14"TILT ------------- - WIND NON -EXPOSED--- P-0-S-ED MODULES I EDGE / EXPOSED MODULES ZONES SPAN I CANTILEVER SPAN CANTILEVER ZONEI 6'-0" 4� - 0' V- 4' ZONE T x X X x --------- ZONE 2e e - 0- T- 4" U� --T- 4" ZONE 2n 4-0" T- 2 - 0" ZONE 2, L 4`-0" 2'- 0" a-&, ZONE 3e 1 4'-0" 11-41 H2-0" 0'-81. SEE SHEET S-02,1-02.2 FOR SUPPORTING CALCULATIONS, 2) EXISTING RESIDENTIAL BUILDING IS AN ASPHALT SHINGLE ROOF WITH MEAN ROOF HEIGHT IS 25 FT AND SYP 2"X4" ROOF TRUSSES SPACED 24' O.G. EXISTING ROOF SLOPE FOR SOLAR SYSTEM RETROFIT IS 36.9 & 14 DEGREES. CONTRACTOR TO FIELD VERIFY AND SHALL REPORT TO THE ENGINEER IF ANY DISCREPANCIES EXIST BETWEEN PLANS AND IN FIELD CONDITIONS. 3) THE EXISTING ROOF AND STRUCTURE WILL NOT BE ADVERSLY AFFECTED BY THE ADDITIONAL LOADS IMPOSED BY THE SOLAR SYSTEM. * I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBC: RESIDENTIAL 2020 7TH ED., CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE WIND LATERAL AND UPLIFT FORCES AND EQUIPMENT DEAD LOADS. * Castillo Engineering CASTILLO ENGINEERING SERVICES, LLC UAiiGAM n— COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLCM R - r tONS ON Nm REV F­RROm—EcT INSTALLER I SHEET NAME MODULE LAYOUT FTSIZE -iRiii ----7 ANSgI B WXIT Fl—s-,;--FNu--EEiw--1 S-01 0 R2_QE _#5 (09) URECO: FAM44OE8G-BB 40M MODULES FOR NON- EXPOSED MODULES FOR TILT 36.9 1 1 V , 21. , 2� s 1 23,3 � 16 am —'P ---lL " - _�u 4—"— —L —0 a_4 19 a 7o—=4 o­l­ IFFR 0 --mg Pi &49 o F 16,24 7 P14 m4s o 9,19 4,17 L ICY FOR NON- EXPOSED MODULES FOR TILT 14 iE 32 �Efi'E�2 D2) URECO: FAM440EBG-BB (440W) 40DULES FOR EDGE MODULES FOR TILT 14 2. 2_s� )DULE RAILING MAY BE INSTALLED IN LANDSCAPE -18. 6,07 1 0 1 121� 1 �87 ENTATION FOR MODULES WITH WEIGHTED ism 0 SSURES BELOW 33 PSP* ALLOWABLE MODULE UPLIFT PRESSURE 2 RAILS: 33,6 PSI" A2 DECO: FAM44DE8G-BB (44OW) LES (06)RECO FAM440E8G-BS (44OW) MODULES 2h2 DISTANCE: 9 - 117' 0.5h DISTANCE: 12'-6' NOTE: PARTIAL PRESSURES OF THE WIND ZONES ON ALL MODULES HAVE BEEN VERIFIED AND ARE WITHIN THE ALLOWABLE PER THE MANUFACTURER SPECIFICATION, INSTALLER SHOULD FOLLOW THE LAYOUT TO AVOID HIGHER ZONAL PARTIAL PRESSURES. ANY CHANGES IN LAYOUT SHOULD BE REPORTED BACK TO THE ENGINEER OF RECORD. LEGEND ffM - EXPOSED MODULE EDGE MODULE NON- EXPOSED MODULE MISSING MODULE MIN. MODULE EDGE DS'I`ANCE LINE MODULE EXPOSURE LINE WIND ZONE I (TYP) WND ZONE 2e(TYP) WIND ZONE 2n(TYP) WIND ZONE 2r(TYP) WIND ZONE 3, (TYP) WIND ZONE -qe(TYP) Cast'dio Enguncering CASTILLO ENGINEERING lI SERY 'I,E _S, LLC s20NA�plon TE 2m COPYRIGHTED BY ENGINEERI SE_RVLlc�m LLc Rw IONS PR61ECTINSTAWER IN ij Lo J U) LL "I x 0 CL ui SHEETNAMC PARTIAL PRESSURE AND MODULES EXPOSURE SHEETSIZE ANSI B "-X 17" %;EETNUMBER GROUNDING MIDIEND CLAMP SOLAR MODULE SEE (215-02) FOR ENLARGED VIEW SOLAR MODULE FLASH KIT PRO FLASHING (2"X4') TRU BLOCKING FOF ATTACHMEN ASPHALT SHINGLE ROOF — (E) ROOF SHEATHING (E) 2"X4"TRUSSES @ 24'0.C. A17ACHMENT DETAIL SCALE: 1-=17 40 STANDARD RAIL (TYP.) 41RAC L FOOT (E) 2"X4" TRUSSES @ 24'0,C 'MIN. .AG SCREW ,CHMENT POINT 'FRAMING —1 HMMNW AATI ACID DETAIL (ENLARGED VIE) 112 SCALE: 1'=2' Castillo rEnglnc I eling CASTILLO ENGINEERING SERVICES, LLC 12. N. =.., sum 2m, wtT .Q' IL n7s, CAS`COPYRIGHTED BY R'T`TLpLy.E'N.lNEERING SERVICES, LLCM REVISIONS lmSCPopnm DAM IREVj I PROJECTINSTALLER SHEET NAME ATTACHMENT DETAIL SHEETSIZE ANSI B I V X 17" SHEET Nt1h46ER S-02 aD 241a 140 z. ISO FOR 36.9 TILT MNO LOAD CALCULATIONS FOR MODULES INISTALLED ON ROOFS VWTH A HE*fiT LESS THAN 6T SITE INFORMAMN JFSCVERBION 2020 RISK CATEGORY If [MEAN ROOF H51GHT 250 EXPOSURE CATEGORY a IR00FLENGTH flry SH ROOF SLOPE 9/12 111 447 ROOF SLOPE 369 lROOFINOTH PARAPET HEUH'R It 0,0 ROOFTYPE GABLE MOCULE LENGTH (ir} $2,99 ULTNIATE FWND SPEED 140 mph DeasK PR Ra ROOF ZONE DOM UP 1 16,0 -242 11 x x Ps-f 2e 16.0 -242 Psf volute aSQwaN-- uaftpmsw315 PSI 2s. -P I SO Nbd& aknbL dmm� PTssm Is.6 Pv 2r O'S -242 osf 3e, Ir"A -$5,9 W 3r 113G -16'3 PSI ILE WIDTH O) 41,26 NOMINAL VAND SPEED 108 mph ILEORENTATM PORTRAIT EXPOSURE FACTOR (Cc) 10110 ILE AREA (sq, t) 23,76 TEMPERATURE FACTOP (Ct) t000 FAC FOR (E)POSE-0) NO SNOW LOAD Ipe, 0,0 NPORTANCE FACTOR 1,000 iARRAYECGEFACTOR ffION-EXPOSEDj LOAD (Pst 3,0 SLOPE FACTOR (C<) 0910 SO' AS PANEL PREWRE 0,64952 EQUALZA70,i FACTOR W-If C.0 K,G 0. 'TIVE VIND AREA If) 218 KtADJUST% DESM PRESSURES R55FZONE DOM LIPPwsem UP(N.ExposadI Or, ELEVATall MI 25L 10 0,99E r, -23.3 :fI,G PS NO Kz 0,665 i11 X x x Pd DtSM CALCULATIONS VElQCfrYPRESSURElq)= 09266'K,K,,K,3*+ V VFLOCrFYPRESSURE(ASD) �WDTH ITS Psf OF PRESSURE COEFFICIENT 44,7''10% 4 47' ZONE ASODTH, A 4 FT 25!'40% 10, ZONE 2 VMT4 WA (FOR < 7') ZONE 3 ROTH NA (FOR < 7") WERNAL PRESSURE COEFFICIENT ZONE 1 0,750 -1 A24 ZONE 1' x x ZONE 2e 0,750 -1 A24 ZONE 2n 0,750' -1711 ZONE 2s 0,750 -1 424 Z014E 3e 0750 -2,113 ZONE3r 0150 -0,990 283 -116,8 pSt ATTACHMENTS USED ATTCHkSlTWIDEL FLASHM PRO ATTACHWERT STRENS-If 47F ibs 332,11 326.2 332,0 Its V x x x t's 2e &VA 3262 3320 b$ 2a 3320 392C 392,0 ibs 2, 332,0 3262 332.0 Ds 3e 1212 242,0 3227 ms 3t 221;3 1134 221Z ts Castillo Engineering CASTILLO ENGINEERING SERVICES, LLC MK=ZROAD. CASTILLO ENSMEEf _SERVICES, ILC RE)ASIONS PATE fROJECTINSTAUER C14 W c() z F- w (o LL W I U x r 0 a- z UU �e N SHEET NAME LCALCULATION 6, -"U,;, UH,� J SHE ANSI 13 I - X 17" —J SHEET NUMSE�R' S-02,1 z3a size x1s 2Ae s•<i z3e. x5e 1 \4 v� t} i4a 140 189 lee E vat r:neaxs a ca*+' v :• " 1,70 +i. c#zMj mmn^.:Sr'mwi +er r...�+vxfr wf mn., d urxims D 2£9 3 Cras xia ew r�. f'^N 'x*.,, astrinr. ' w,*n 179 1w 190 FOR 14 TILT WND LOAD CALCULAnONS FOR MODULES iNST#i,.if^.6 ON ROOFS WTHA HEIfiaM LESS THM W ROOF 70-N 537 7 � C}ESSGN GAd.C33d.AT8O#d5 1ELOOTYPRESS,iRE(9)= CYc265-'c.(,x„K,,V VELOCITYPRESSLRE{ASO) 1TG ps€ VADTROF'PRESSUREGOErfCIENT 44,T'10% = 4..47' 7.:3NEVADTHA 4FT 25'":44Yio 700E 21AA.7TH NIA (FOR (`117`) 10Nt`3WOTH NA, ,FOR(`)<7'j EXTERNAL PRESSURE COEFFICIENT Z014E 1 0 447 .; 8,4 ZONE 11 X Y ZONE2e 0447 -'.6119. ZONE2n G447 4,462 ZONE2r 01W 2,462 ZONE3e 0, 7 -2.4.2 ZONE3r 0447 -21923 6 TERN&PRESSURE COEFFiOE4i?!'r..i. 0 . 2, ;Su -272 PO I 30 IV -271 Ad 3r 130 go -323 w ATTACHMENTSUSED A7 T kNt',f 8qT t1,G*S8L FLAB CT PRO ATT ACI%`I TSTR NGTII 476 tbs 332.0 421,2 4212 'be 48 n V X X: X. ibs X M 2e 332 ^ 4212 421Z ibs 48 in 21,, 2213 2S2,0 375,4 Ibs 24,s 2, 41,3 282L 376,4 €bs 24 in 3e 221,3 2E2.Q 378..0 ibs 24 h 3r. 22.3 3�4S 449$ ibs 24 in 3... SHEET ANSI 1VX17" �.__ ... vHECTpp14 yy UMBER^ —0 . Ili. SOLAR o caaLEs loL1 3 �.. w� 3 i 7 N. rr,�oDULESRAv(ta.aaD Kt�toc src}..c3S$I S 3, # azuREc DNA-ans aFz3 as a�(aa v 7merit LJ� 1f.J CI l 1 36RAnroHEs of I MODULEsa cAS'FILLO ENGINEERING� to2}BRANCHEOFtnMoputes _._ _ ....__....__� I SERVICES, LLC L`��l 3 _.S T � _ NOTE" E— 620N WWARftE ftOAP. t. SUBJECT PY SYSTEMS HAS BEEN DESIGNED TO i save zso t s L-----= L- -% '---T MEET THE REQUIRES1.ENi8 OF THE NEC 2017, AND kdR1TUc%ID, Fl.b969 —J THOSE SET FORTH BY THE FLORIDA SOLAR ENERGY r-L J ❑ L7 C' vl ❑ ❑ ..� '# ce,::_ m ❑ `y n r i ( Po a CENTER CERTIFICATION, INCLUDING MAXIMUM jjjj NUMBER OF MODULE STRINGS, MAXIMUM NUMBER OF i � COPYRIGHTED BY t ` - - — -�- MODULES PER STRING, MAXIMUM OUTPUT, MODULE CAB nLLO ENGINEERING MANUFACTURER AND MODEL NUMBER, INVERTER SERVICES LLC { t� C` �' r' CJ '� Cl Cs MANUFACTURER AND MODEL NUMBER, AS ' �— REVISIONS ,�r i a a APPLICABLE. �_.. n a # o._ r „ �, z xr-r 2. PROVIDE TAP BOX IN COMPLIANCE VATH 3i23 !F oesmt naa DAM REv _ 1 - - - �- ENPHAS£: IOBA.72-2-us PANEL GUTTER SP#CE IS ItJ#DEQUA7E. r �,�L, MICROINVERTERS 3. IF THE FUSED AC DISCONNECT WIRE RUN EXCEEDS t. FT INTERCONNECTION, LIMITERS hhh--- --- —I LIMITERS OR CURRENT-LI-UMITED CiRGt1Cf BREAKERS--E---� MUST BE INSTALLED FOR EACH UNGROUNDED PV MCOUi-Es CONDUCTOR PER NEC 705.37. j PROJECT INSTALLER S ----------- #& BARE CU NRRE PROTECTED PER NEC 250 94(B) -�� 1 PROVIDE GROUN€iZ ELECTRw6E 1 f I POVIDE Gf20UN0ING ELECTODE �CYJI i.3CTf7R FROM THE ARRAY' �J AN ( CONDUCTOR CONTINUOUS, C I ' tdON-SPLICED AND BONDED TO ( PN)SOLADECK ( EXISTING SERVICE GRC}UNDING I METAL CONDUIT AND EACH END OF A sR METAL ENCLOSURES 25(7.64 ELECTRODE PER 69Q.47(A) i TO UPUWGRID �1 0OV, HEM ( L LISTED i I i 1 zrit ' s:ECasiiiC¢ tN3 ALTERNATIVE POWER SUPPLY SIDE CONNECTIIX+i U53{'dG j INSULATION PIERCING OR POLARIS / s ICEPO TAND I"_ a- `022.07n�J SOURCE AC DiSCONNECTi i\ (ES SI-DIRCT.ot4kt RAPIDSHUTDOWN:\ _ TAPS PER NEC 705,721Ay UTIUTV,24V Nq i4.24;29 (N)125AENPHASE IO WITH UlO 4/4C 240V,NEE t00AMLP RATED, t-PhwSE, Rd6v (X.IQ.AMt-2dd-4)(WtTIi {{PTO t41 NEMA 3R, 4fL LISTE7) ,Lf 12 ,N M1p 2-POLE BREAKERS, 10 GATRWAYAND LOCKABLE B FUSIBLE, PROJECT NAME INTEGRATED LTE-MI CELL MODEM! WTH SOA FUSE \, A' #7y Lt'33.2 N( BN OISURE R zoonraaTEo.uw ' FACTORY INSTALLED - ---- .... _. 2;. v-: BREAKER FOR ENVOY .. r ' N N �iN �--{E}AAAIN BREAKER, i a zao,vmzaay. - f C7 4)tcn RaM xxuN rN AT rc z F y,Y_ _fiP (4)#I0AWG.THM-2_RED 111ttt, r`'co c—. ( 1 L1 L2 N G. N)#t0 AWG i'HVM-2-BLACK —r �_ EGC#IGAWGTHYPN-2GND 1 i3}#4 AWG THWN-2 (3)#A AW©THWN-2 _ EXISTING GROUNDING ' �,, �.�. IN W MC, RMC FMC. LFMC, � { (t}#BAWGTHW G(JD IN 374'PJC, IMC,RMC, ELECTRODE SYSTEM n^} €o EMT OP. $OINALENT !N t-tit" PVC, IMC, RMC, LFMC, RTRC, LFNC, EMT " L I CONE3r•IFT RUN LFMC, BYRC, LFNC, EMT OR FMTCONDUtTRUN I "I � ! ``—. i— >--- AND CONDDUURi iE 'S3 3 1 OR FMT CONDUIT RUN I 2 N G W S zon zP La L z4A 2P_ 20AJ2P 21 iti } 2-L2 SHEET NAME 1 241P ELECTRICAL { FINE -RAM } ----------_. ------- ,N G - SHEET SIZE II �}MA =R T�Fz PANEI. i ANSI B i ELECTRICAL LINE DIAGRAM x � 7., E d1 SCALE: NTS (�ET'NUMBER ^) ELECTRICAL CALCULATION N, MA- A--7 TL— `F C—A ED MIN WAP "' +A. 20 A —A-1 TE— *F D—'T F'—F # 14,5 cl '4 r1i " #4 1 95 1 gs 0�96 MA. Aws v I I o3sm Ifilo 24 so 14�5 24U . . . . . . . . . . — - — ------- I I ERMOCPATES CASTILLO RE# 52590 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA. BUILDING CODE, FED 107, THE NEC 2017, AND THOSE SET FORTH BY THE FLORIDA SOLAR ENERGY CENTER CERTIFICATION. ELECTRICAL NOTES 'Istl po Gc-1 En gi icerig 1. ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. CASTILLO ENGINEERING 2. ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 SERVICES, LLC DEGREE C WET ENVIRONMENT. THE TERMINALS ARE RATED FOR 75 DEGREE C. 3. THE W RES ARE SIZED ACCORDING TO NEC 110 , 14, 4. WIRING, CONDUIT AND RACEWAYS MOUNTED ON ROOFTOPS SHALL o BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TOCOPYRIGHTED B Y THE NEAREST RIDGE, HIP, OR VALLEY. CASTILLO ENGINEERING SERVICES, LLC S. WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 6. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. REIISnNS IEIT!!�l DAM rsEv CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND — -------- — STANDARDS, T WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY, 8. ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE, 9. MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 10, MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEER LUG OR ILSCO GBL-4DBT LAY -IN LUG. 11, THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE. 12. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL S19-d by:! PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE Ermocrale' a E Casfilk ENTRANCE, Date: 13. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. 14. RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. 2099,0721 14:2423 15. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300.6 (C) (1) AND ARTICLE 310.10 (D)- FI—R.—IECT NAME — 16. CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE INWETLOCATIONS PER NEC ARTICLE 310.10 (C). 17, THIS SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN OF PV CONDUCTORS IN COMPLIANCE WITH NEC 690A2. 18, LABELING IN COMPLIANCE WITH NEC 690,12 AND 690.56(C) IS SHOWN ON SHEET E-03. ul ro 19. ALL CONDUITS TO BE INSTALLED A MIN OF 7WABOVE THE ROOF z SURFACE. LLi (o La C Lo Iwei 0 Y. N SHEET NAME WIRING CALCULATIONS i F EfFSIZE ANSI B 11 " X 17" SHEET NUMBER E-02 ENPHASE IQ COMBINER BOX ALTERNATIVE POWER SOURCE AC DISCONNECT/RAPID SHUTDOWN MAIN DISTRIBUTION PANEL MAIN SERVICE DISCONNECT SERVICE POINT AND - UTfLETY METERING PV SOLAR ARRAY ON ROOF 5509 5TH ST, ZEPHYRHILLS, FL. 33542 MAIN SERVICE DISCONNECT 1 MAIN DISTRIBUTION PANEL, PV DISCONNECT LOCATED NO MORE THAN SET NM) FROM THE SERVICE DISCONNECT ITEXT HEIGHT SHOULD BE A MINIMUM OF 3fT) PER CODE NEC 705.. 10 TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO lak a SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY LABEL LOCATION:_ AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: NEC IFC 1204.5.1 ELECTPJC SHOCK HA LABEL LOCATION TERMINALS ON BOTH LINE AND POINT OF INTERCONNECTION LOAD SIDES MAY SIE ENERGIZED {PER CODE: NEC 765.12(B)(2)(3)(b)) I IN THE OPEN POSITION LABEL LOCAT#ON; -----� ACDiSCONNECPOINTOF INTERCONNECTION (PER CODE: NEC 690.13(8}) AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: NEC890.54) TURN RAPID (7SHUTDOWN SWITCH HE "OFF" POSITION HUT DO ENTIRE ,b PV SYSTEM LABEL LOCATION_ - BSTmCp7HEPdSVSaTEMTK%T i} POINT OF INTERCONNECTION (PEP, CODE_NEC 705.12(Bj(2)OXb)) SHIPDOWN"rCHISOPERATED. `,{•OF"DiWS'7S'1'�ATF�T No AC DISCONNECT (PER CODE; NEC690. W CM3)) LABEL LOCATION: AC DISCONNECT {TEXT HEIGHT SHOULD BE A MINIMUM OF 3(8.) PER CODE: NFPA 1,11. 12.21, 1) LABEL LOCATION: MAIN DISCONNECT (PER CODE: NFPA -1, 11, 122,1.5) a Tt1E LLS�E/lt SVISI6LE, REFLECTIVE AND SUITABLE FOR THE ENVIRONMENTWHERE IT IS INSTALLED [NFPA 1, 11,11211 o Nk{ERE RECdiIES7 ELSENMERE INTHIS CODEALL FTEtb APPLIED LABEIR, WARNINGS, AND MARKINGS SITYk.ILD COMPLYWffH ANS1Z535.41NEC 1I421G) HELD MARKING]. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLYADHERED. V-L SIGNS SHALL BE WEATHER RESISTANT CIFC 605.11,1,31 a9Tc-71 i CASTIL✓ ENGtBEEMNG i SERVICES. ULC I szaw. �rarco�Re ftpAo, sLareaan M,.._7 MAi'EANp, Pk y2fB1 r COPYRiGFETED BY `�.� i CASTILLO ENGINEERING L_ SERVICES LLC i REVISIONS DE CRI"ON PATE ftEV .._ ._.._...�.._ = ., _..._..i r.... ......_...---._ __._----� PROJECTINSTALLEALLER I C *i cl {iry C/ U- Imo} cri y CL CL z Lu X N SHEET NAME SYSTEM. LABELING __ l - SHEET 5IZF ANSI B f 11'_X 17" SHEET NUMBER G.;.-- "0.J3 Key Features Positive power tolerance +0—+5watt Withstand heavy loading front load 5400 Pa & rear load 2400 Pa Excellent low light performance 3,51 relative eff. Reduction at low 990i (200W/m) now FAM_E8G-BB / 144 cells 425W - 445 W Mono -Crystalline Pit Module URE Peach module uses URE state -of -the cutting technology, and advanced mo manufacturing experience If100% EL inline inspection I Better moclule, rcllale[Ity 1 04 Design for 1,000 VDC Reduce the system BOS effectively Electrical Data VW&I Sic FAM425E8G,PB M1.,;430E8GBB FAN1,4Yo8GBS VAM440E81­B8 FAM445UG-5B et�vejp"-) IM11 Q5 130 435 1440 "5 fl`e'�Ilgs InfIa—V 041, V3,24 ig'145 18.0 19,92 20,14 opul Chrnyftylllt.gel'Vd [Vi 49,00 49 20 494G 49,60 49,80 msy�ITUM Weswer v.Inp, m 0A0 4160 40,81) 41M 4i'211 c:."'mt lE.I, (X1 11"I 11", �) 11,26 Ilia 11,42 psaxirw.'v 6"ini 1A1 10,52 ;G 60 M47 10,74 DOM "'A C"" , NXI, Mechanical Data Operating Conditions Stem spdh­­ 'gem Spea#vadan WM-vom, 2108,­ IQ104?, mm 0hY 35 (mle 01)' i 5400 Pa 22.99'(L)l 1000V 24A kg / 53,79 It, 2.0 A cdewml; T�'qpmtwe 40 ". 95 'c F4,Mi, qW5 Whit. Ta.9.h­d s�hty soll, 3 2rn ', thl&­­ Temperature Characteristics EVA (fthyle-, V�`V,Axete) frame B1.1,k a­da.d w—i—, spedkats­ 68, 3 M'.d�s� rn!!a"'ny Tb,,*Watve 45'C t 2'r t.. & P4t­t : 500 kx'l �.fr� T,�7poat am Ceffid­t & tS4 0.019 % Vc ­,1p.db', Vu7th MC4 Tompe'atae t<wteT.Ik4 vk 0,27%/'C 3, pcS Per Palk,, 682 pcs 4V lie ­�tajp, Engineering Drawing (mm) Dependence on Irradiance .......... S, ROlability evith Warranty iRene ... She Energy CoLtd #URECO Fox CaS0110 Engince0rig CASTILLO ENGINEERING SERVICES. LLC DaaCaI__ PROJECT SHEET NAME DATA SHEET Fol t ­Iacolp,W. SHEET SIZE ANSI B L I VX 17" --j— SHEET NUMER DS-01 `­�ENPHASE am= 108M and MA'Microinverters OuT n"Ost the industry's first mi—grid-for 'n'g, softwan, defined microinvertsirs with aplit-phasa, powor oonversisio capabifty t—coi—t DO p— to AC pooer effidentfy, The brain of the senik,onductor-b-ed m(ommowtet Is — plopli.nsly Pplmeioh,pe^,bm hAgratesi diottit (AWC) which —blin, the micro inve,m, to ol—at. I,,, ,yid-tisd a, aff-grid nmd— 'his chrp r, buift an d,,.,rd 5,5.. tet'h,.4�y Iti,� high . Speed digital iceic ancinas super -test response times no changing load. and grid —"t, a-iming const'.ints an batwy sizing fo, h... —eyi,mten,s. ,0 — V"o", 1—s' S—. ns easy to btstas Ui ­0 cns ,p-A Plug. r, Pilo/ c—a"J"', Pct— Urn, (',am—nioatl- (PX) bancan c,Olrlpontats Fastin, fhs-kaftlko, all, simp tom-Mie "Wreq fth WO&Wtlafty and s"Ab Pmduce paver eo," when I 9,nd m di,,,W More tl ... I ."Iltv'ifflon cv,­1 1. of tasehaq .ncio-ro Opfim[rd Im the jaiost higk po—fed PV 108M and MA Microinverters M--o — "I'taIlt, an 15 DC o� W I— A .Ay —V-, nq A. o, ­r 20A b—h o,c, zw M6 24C —i—" o'p', A 1.35 30 io a55 W.6 TIA S,,.Ws— Th. Is UL U-d .—Od S,e)r 0"- -.r—w D.= C ut htAA (3) --d" Castillo f',ngincering CASTILLO ENGNEERING SEWCES, LLC COPYRIGHTEDBY CAST{ W ENGINEERUG SERMCES, LLC R EVIS 10 lie Cl) Cf) "V CL w ----------- rr _eH"EET, — --- -- NAME DATA SHEET FET S1 E ANSI 8 ErTNC1M ER DS-02 Enphase Q Con -ner 4, J X-IQ-AMl-,240-4 X-IQ-AMl-240-4C LWED To lew,t rcogeahcu� cf-fL;I,nlgL::. CASTILLO ENGINE--RWG Enphase JQ Combiner 414C SE%Vl�E2,LLC 62a MODEL UUMSFA MA47 R 2 "d F COPYRIGHTED EtY C TfLLO ENGWEF AS -RiNG SERSICES, LLC REVISIONS e, ACCESOIIRYES AND RFIdLACEMENT PAPTS IT5 dtln 5", AMICID&IIIIII-11-11,, -TIP V1, Far d W 3<1 9-311 4f Tjt' �,twl PROJECT INSTALLER tc, T? , YTA lUX,,,td, 5 T, f—, dI "At.f Frnart y E LECTWAL SPEC,FICAT IONS r c e sE in E WdBate; 2022, 72 14:24:25 Ad 5ITT". lllll= 7 6 f, I.,. PROJECT NAME MECHANTCAL DATA , itI F- -j —tp TT 11 dAh I,, I, 1,F) 0 LL- Cl, S6 w 0 CIL z w RpitabIe N fId`q-t,, SHEET NAME , IT DATA SHEET lt� Ill", W SHEET SIZE C-�ENPHASE ANSI B ENPHASE T 0 jzatn -.IL U Odjou! ET fpem gs, vfsit enp I I �T 11 " X 17" —SHEET NUMBER--- CAS-013 SOLARMOUNT as pl.� I N I R A C SOLARMOUNr dlelflnod . ".f, s�,arldad in swh',aand ,nq, Ff"alfire"s are oes"P"M;"rl �M' qg)f honfi-,&' coppuF "like and GNju'V'NV,, 'ho a,,0uv"' f",-, an e ��m I �r d, "�"'u df m u e ie "k �F'i' 3 i ff4 I nudard or 14'40 md. Uo,, muji I ff Q Naof .'ee-H 01m, pacllk's novide-; a sffearn,"ned clean, eb,. 'm coa 'liui llvl'� i ku" s "'rim iorr'd ""o' LOSEAUIns 'SHE COPPER&BUGS SMAILMMENEE NEWOWTHIM IDOLS F Herb - E�-n--glneering call, CASTILLO ENGINEERING SERVICES, LLC COPYRIGHTED By L CASTILLO ENO{EERING M SERCES,71-C REVISIONS L ---- L- ---PR0JECT INSTALLER SHEET NAME DATA SHEET S4EEEE ANSI 8 L_jj°" 17 SHEETNUMER DS-04 RAR BONDING CONNECTION GROUND PATHS'kv goal 14 ff 1014 t Ar vr' a l UU!,t, , IIS1OGU'I I I""N Ai, INIDE PACE ----------- -- --------------------------------------------------------------------------------------------------------------------- Aluminum mid .lamp with stainipss steet bondirg pins that pierce modute frame arrodization to bond moctete, to modutis through chunp Stainless steel nut bonds aiumuriunt crams to staintess steel T-bolt Serrated T-bott head penetrates ixt arrodizatior, to bond T-bolt, nut, clamp, and modutes to SM rail, BONDING RAIL SPLICE BAR 0 Sardine Hardware creates bond between splits bar and each fait salb- Aturniourn 'Pike bar spans across nint gap to create rail to Gait bond. Rail on at least one side of Spore will In grounded BONDING MICROINVERTER MOUNT 0Hex nut with captive tuck washer bonds metal nz4cmzaverter flange to stainless steel T-tuAt 0 1 Serrated 7-bolt head penetrates rail abodization to bond T-bott, but, and L-lb I Otto g,0,,,d!d SM r.h RAIL TO L-FOOT w/BONDING T-BOLT Serrated flange nut mir-es L-foot anorl2ation to bond L-Fout to stainless steel T-bott Serrated T-Wt head pente,am—it anodizati.n to hand 7-boU, nut, and L-foot to grounded SM rail RACK SYSTEM GROUND WEES masher duripfes pierce ahadizedoul to couitit bond between not and tug Sotid copper wire connected to tug is oelwd to provide final, system groped (conactio, GasV1110 Engineeling CASTILLO ENGINEERING L.LC so, cease. enne", Non�sO, FL 4-1 COPYRIGHTRP !CASTILLO EN ..IN. SERVICES, LLC RtNIISK)" L DEame'non pan, Se, tjL PROJECT 148 I�LLER 04 mss to co c) Ll Jr () LL 0 Lin T W SHEET NAME DATA SHEET I r ------swEET sl E ANSI B i I I " X 17" F—S} FTMNiE-R— -7 I L DS-05 d"'UNRAC do-. 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