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HomeMy WebLinkAbout18-20489 CITY OF ZEPHYRHILLS - 5335-8TH STREET (813)780-0020 20489 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20489 Address: 36120 CARRIAGE PINE CT Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVERADO Est. Value: Parcel Number: 04-26-21-0070-00100-0140 Improv. Cost: 23,200.00 OWNER INFORMATION Date Issued: 12/18/2018 Name: MARCO, ANTONUCCI Total Fees: 240.00 Address: 36120 CARRIAGE PINE CT Amount Paid: 240.00 ZEPHYRHILLS, FL. 33542 Date Paid: 12/18/2018 Phone: (724)470-4837 Work Desc: INSTALLATION SOLAR ROOF MOUNT PV SYSTEM CONTRACTORS APPLICATION FEES DON WARNER ELECTRIC INC BUILDING FEE 240.00 C� Ins ections Required FOOTER 2ND ROUGH PLUMB MI C 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. 'T,AAN 60t C NThA CTO I 6NATURE PERMIT OFFItYR 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 Data Received Phona Contact for Permitting 727 . . 9407 r rrrrrrr -t-t-I-t . Owner's Name ANTONUCCI MARCO owner Phone Number 7244704837 Owner's Address 36120 CARRIAGE PINE CT,ZEPHYRHILLS FL 33541 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 36120 CARRIAGE PINE CT ZEPHYRHILLS FL 33541 LOT# 14 SUBDIVISION SILVERADO RANCH PARCEL ID# 04-26-21-0070-00100-0140 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADDIALT 0 SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK INSTALL ROOF MOUNTED SOLAR PV SYSTEM. 11.6KW BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION X=ELECTRICAL $ 23200 AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ 4-1 2(%G �/ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN J 77 N Address License# ELECTRICIAN _O1fAPANY DON WARNER ELECTRIC INC SIGNATURE REGISTERED N FEE CURREN Address 12 41 GARDEN 1 KE CIR,ODESSA FL 33556 License# EC13001287 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# MECHANICAL I COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIII111111111111111.IIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite.Construction Plans,Stonnwater 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 Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than Cc:Jnty regu ations. 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 contradtorrs; 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 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"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 no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, 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 NO ICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR /t!. Subscribed and sworn to(or affirmed)before me this Subscribed and sw to(or affix ed)Bqefore me this by _ n 011 g, of�..� Who is personally known to me or has/have produced ho islare p rsonally known to me or has/have produced DL as identification. DI as identification. Notary Public A/�(/�/1 Notary Public Commission No. Commission No. 11 Name of Notary typed,printed or stamped Name of Notary tyRM State of Florida eyon GG 248671 /2022 City of Zephyrhills BUILDING PLAN REVIEW=COMMENTS Contractor/Homeowner: , t -64 Date Received: 14 4 Site: �Y1�-� �f CS�6��✓ L� S Permit Type: � 20 ftVre Q Joe Ci 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. NOV 1 ;6 2018 Ka i S itzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) CONTRACTOR AUTHORIZATION FORM STATE LICENSE NO.: EC13001287 PRINT QUALIFIER'S NAME: DONALD WARNER DON WARNER ELECTRIC BUSINESS NAME: I authorize the following individuals to sign for and obtain permits: (Please print names clearly.) DEBORAH PLATTHY JEANETTE BALOUGH STACY GRAVES JORDAN MILLER ARIFI- Blll_LINGTON STEPHANIE COFFEY JACOB HODGES Signature of Qualifier: Date: 11/01/2018 State of Florida County of 11/01/2018 Sworn to and subscribed before this day -a,,V�- 6 &��V Notart Publi(YStatd of Florida (Stamp) My commission expires "N Notary Publio Stete of Florida Timothy Coffey My Commission,GG 246671 aw E.pires 0 811 5/2 0 22 C'D z � o N 5 C�, DIRECTORY OF PAGES J . SCOPE OF WORK P-101502 PV-1 PROJECT SUMMARY r u3 = ® S6� � _J THIS PROJECT INVOLVES THE INSTALLATION OF SOLAR 0" o J PANELS.THE SOLAR PANELS WILL BE RACKED USING A PV-2 SITE PLAN � Z (�! PREENGINEERED RACKING SYSTEM.THE RACKED MODULES U x WILL BE ELECTRICALLY CONNECTED WITH OC TO AC POWER PVJ SINGLE-LINE DIAGRAM LLI = "x W INVERTERS AND INTERCONNECTED TO THE LOCAL UTILITY PV4 SAFETY LABELS }I z Q -� USING MEANS AND METHODS CONSISTENT WITH THE RULES 0- — O�" Ul � _ ENFORCED BY THE LOCAL UTILITY AND PERMITTING PV-5.1 ATTACHMENT PLAN 5.1 � Q U pT� ;� JURISDICTION. PV-5.2 ATTACHMENT PLAN 5.2 tU =1(, < w Q PV-6 ATTACHMENT DETAILS U Q— Q INX THIS DOCUMENT HAS BEEN PREPARED FOR THE PURPOSE OF �! coDESCRIBING THE DESIGN OF A PROPOSED PV SYSTEM WITH LJ-( PV•7 FIRE SAFETY PLAN ENOUGH DETAIL TO DEMONSTRATE COMPLIANCE WITH < ®o © �� APPLICABLE COD SAND REGULATIONS.THE DOCUMENT L LI MODULE DATASHEET = — Llj �.I O SHALL NOT BE RELIED UPON AS A SUBSTITUTE FORco } (� W M OPTIMIZER DATASHEET F/ `j -L1J ,`� THE FOLLSOYS SYSTEM SWING HALL COMPLY WITH ALL MANUFACTURERSUFACTURER INSTALLATION w Z �_ M X INVERTER DATASHEET J J U C, i 7,] LISTING AND INSTALLATION INSTRUCTIONS,AS WELL AS ALL w = J Z of LL °of APPLICABLE CODES.NOTHING IN THIS DOCUMENT SHALL BE w Q O LL MOUNTING SYSTEM DATASHEET < _ ,".'� U n-- INTERPRETED IN A WAY THAT OVERRIDES THEM, U) = a "� CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL LJJ J MOUNTING SYSTEM ENGINEERING LETTER � w_� a— Z n CONDITIONS,DIMENSIONS,AND DETAILS IN THIS DOCUMENT. LLJ L u ILL 2703 GROUND AND BONDING CERTIFICATION J ANCHOR DATASHEET Q" • ��"` CeN'riac:;..F r.-' _c �aa z d 0 ;,e-u. SYSTEM DETAILS J U U NEW GRID-INTERACTIVE Q � PROJECT DETAILS 1 PLOT DESCRIPTION PHOTOVOLTAIC SYSTEM WITH NO O Z Q }- PV-1 SCALE:NTS BATTERY STORAGE U) O (-) LLJ PROPERTYOWNER' "' ANTONUCCI '-- Q Z N —1 36120 CARRIAGE HOUSE RD; DC RATING OF SYSTEM 11,800W I—' O co � ., LJJ PROPERTY ADDRESS - AC RATING OF SYSTEM 10,000W w WESLEY CHAPEL,FL 33543 US .�� � � Q c' AC OUTPUT CURRENT 42.OA co APN FiS;,fi N i Q_ :n Ar L) hnNc tth NVERTER 5 1 X SOLAR EDGE SE10000H-US ZONING RESIDENTIAL � � _ � s: ( 1 � USE AND OCCUPANCY ONE-OR TWO-FAMILY DWELLING a ',.estay _ _ MODULE SOLAR WORLD SW 295 MONO U CLASSIFICATION GROUP(GROUP R3) -• i;pa^al South . ARRAY WIRING (2)STRINGS OF 20 AHJ - 5, ., , .i,_j ;'J' 'Zephvrhilis Ttphpth'8s ' UTILITY COMPANY PROGRESS ENERGY FLORIDA INC tU INTERCONNECTION DETAILS _ ;ikytlra'�rritylZYii% ELECTRICAL CODE 2014 NEC(NFPA 70) ti`�-°-° - NEW SUPPLY SIDE AC CONNECTION Zeohyrhills POINT OF CONNECTION PER NEC 705.12 A FIR�.CODE 2015NFPAi �,r:, •" - - yo;t;t� () , ? UTILITY SERVICE 120/240V10 CONTRACTOR INFORMATION SOLAR DISCONNECT 2EATON 40VAC G222NRB,2-POLE,60A COMPANY BAY AREA PROJECT SOLUTIONS .. LIdENSENUMBER We;b;vGhapel SITE DETAILS 2512 BAY FIELD CT,HOLIDAY,FL C;y4 ul ADDRESS 34691 ASHRAE EXTREME LOW 1°C(34-F) PHONE NUMBER (727)543-8361 - - - - - ASHRAE2%HIGH 34-C(93-F) SUMMARY CONTRACTOR .. --. . .. -.. - - - - ft" dam =-'r+i"��''.= CLIMATE DATA SOURCE ST.PETERSBURG CLEAR(KSPG) SIGNATURE 2 LOCALE WIND SPEED 170 MPH(ASCE7.10) DOG ID:101502-127492-1 RISK CATEGORY II DATE:1115118 PV-1 SCALE:NTS WIND EXPOSURE CREATOR•S.S. CATEGORY REVIEWER: GROUND SNOW LOAD REVISIONS Pv-1 GENERAL NOTES P-101502 N EQUIPMENT LIKELY TO BE WORKED UPON WHILE 1 ENERGIZED SHALL BE INSTALLED IN LOCATIONS THAT SATISFY MINIMUM WORKING CLEARANCES PER NEC 110.26. CONTRACTOR SHALL USE ONLY COMPONENTS LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ,�w" , •,`y1-- FOR THE INTENDED USE. T, CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL i• �. EQUIPMENT,CABLES,ADDITIONAL CONDUITS, .. RACEWAYS.AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL PV SYSTEM. Q M WHERE DC PV SOURCE OR DC PV OUTPUT CIRCUITS W ARE RUN INSIDE THE BUILDING,THEY SHALL BE U L j Lo CONTAINED IN METAL RACEWAYS,TYPE MC METAL- U) Z V) M CLAD CABLE,OR METAL ENCLOSURES FROM THE POINT LLJ OF PENETRATION INTO THE BUILDING TO THE FIRST u J —1 READILY ACCESSIBLE DISCONNECTING MEANS,PER 0 u— r = Tb NEC 690.31(G). UJ = J ALL EMT CONDUIT FITTINGS SHALL BE LISTED AS 0 W W W -;•' S WEATHERPROOF FITTINGS AND INSTALLED TO ENSURE W (� A RAINTIGHT FIT.PER NEC 358.42. — Q O PROPOSED ROOF-MOUNTED PHOTOVOLTAIC 0 z Q r- 1 ARRAY.8:12(34')SLOPED ROOF, PV MODULES U) ...� O U W .x x (SILVER FRAME),91°AZIMUTH 0 O ,J '^ r �. ,. (N)PROPOSED ROOF-MOUNTED PHOTOVOLTAIC W Z CV co ARRAY.8:12(34°)SLOPED ROOF,22 PV MODULES �, Q �— W I 4 di (SILVER FRAME),179-AZIMUTHco 1 SITE PLAN(AERIAL VIEW) 01 PV-2 SCALE:1"=20' SITE PLAN DOC ID:101502-127492-1 DATE:11/5118 CREATOR:S.S. REVIEWER: REVISIONS PV-2 _PV MODULE MODULES GENERAL ELECTRICAL NOTES P-101502 R REF. OTY. -- AND PMAX PTC ISC IMP VOC VMP 1EMP,COEFF.OFVCC FUSERATIN0 UTILITY HAS24 OPTIMIZE -HRUNRESTRICTEDACCESSTOALL i PM+4o 40 SOLARWORIDSW295MON0 2BSN! R. ',T. B4:A 4o.ov msv a1rv^c(a3w•c) 23A 1 PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE - PM140 INVERTERS SERVICE ENTRANCE. AA EF TY I.WKE ANDMODEL AC VOLTAGE GROUND m2 POMTNG RATEOPOWER MAXOJIPUTCMRENf MA%INPUTCURRENT AV1%INPDT VOLTAGE CECWEIGNTEDEFFICIENGY I MIN i 20IN 2954V 11 + SOLAR EDGE SEIMHUS V. UNGROUNDED IiOA +o,Wow 41M 27.M 4av 99.G% 2 MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. ISTRNG IS71Nc AA CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS I y I POWER OPTIMIZERS 1 1 REF. I DTY.I MODEL RATEOINPUTPoWER aW(OUTVUTCRRENT MAXINPIITISC I MAX LCVYXTAGE wEIGM1E0EFFlCIENCY 3 SUNLIGHT RESISTANT PER NEC ARTICLE 300.6(C)(i)AND P0140 1 40 1 SOLAREOGEP]M I +s4 1t.. 14av BBB% ARTICLE 310.8(D). I I DISCONNECTS OCPDS CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE REF. DTY. IAN(E ANDMODEL RATED CURRENT MAX MTEO VOLTAGE REF. ON. RATED CURRENT MAXVCLTAGE j SW1 1 FATON Oc22zNRB OR EOurv. 60A 240VAC F+4 2 fi0A 24avac 4 SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE I 1 SYSTEM SUMMARY NOTES 310.8(C). RN f TNNG2 1 W BT G S PTIAiiZ SPROVIO RAPIDSNUTDOwN FUNCTIONAIffY REQUIRED BY NEC 69D.+2. JUNCTION BOX pi1M11!ZFRS MAX OUTPUT CURRENT 15A 15A DO ER E PTILIQERSMAXO T 5 m GROUNDING NOTES (--- THE SPECI'IM OPTIMIZER CAN BE BUBSTINIEO YIIi'H A P3rG OR PS75 THESE OPTIVREAB HAVE 4YIDEENOUGN TO ACCOMMODATE iH'c L OM.INAL STRING VOLTAGE 40GV 400L' �OUTPUT VOLTAGE RANGE OF THE L!ODULEAT THE DESIGN TEIIPERAIURES.HnVE A IAAX INPUT CURRENT PATING THAT ISABOVE THE MAX CUTPUT CURRENT OF THE 1 ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE W 2 RRaYOPERATINGCURRENT ti.M IJM MODULE AND A MAX POVAER INPUT THAT IS ABOVE THE RATED POVFR OUTPUT OFTHEMODULE REQUIREMENTS OF NEC ARTICLES 250&690 co U W M ! //INVERTER YSTCPOLYER 11pG0'N Z C7 M r--------------1 / R. PTO POIVER 10,736W UNGRO'JND-cD SYSTEMOC CONDUCTORS SHALL BE COLORC00ED AS FGLLCINS.OC POSITIVE SHALL BE RED(OR MARKED RED)AND DC NEGATIVE SHALL BE BLACK ION PV MODULES SHALL BE GROUNDED TO MOUNTING RAILS �' W � I i 1110,VOOW ACCURRENT 42A ©HIRKEDBMCK) W J AC PoWER Io.Wow USING MODULE LUGS OR RACKING INTEGRATED m U LL- Q$ ERADPOINTIO CIACPO'.V<R 1oNow ©MA!!DCVCrAGEOFARRAYFIXEDBYIiEINVERTERATaWVREGAROLESSOFTEMPERATURE.ULM. MVCLMGEOFMEM00NEAT+'CISEXPECTEDrOSE429V 2 GROUNDING CLAMPS AS ALLOWED BY LOCAL JURISDICTION. O _ it--""" - II'L-2i'LIA J.INIC•aGV=429V). ALL OTHER EXPOSED METAL PARTS SHALL BE GROUNDED W W J L—•I' IWERTERISNON4W0 TED.NODCGECISRFWIRM. USING UL-LISTED LAY-IN LUGS. a- r__.' I C7 OW... i ®POINT-oFCONNECTiON IS ON THE SUPPLY SIDE OF SERVICE DISCONNECT.N CCMPlJmCE'Nn NEC 705.12(A), INSTALLER SHALL CONFIRM THAT MOUNTING SYSTEM HAS !, Q 3 BEEN EVALUATED FOR COMPLIANCE WITH UL 2703 J U U CONDUCTOR AND CONDUIT SCHEDULE WIELECTRICAL CALCULATIONS GROUNDING AND BONDING"WHEN USED WITH PROPOSED O 13f ' CURRENTLARRYIN ! --�'---T-`---� �(°IGL CONDUCTOR CONDUIT GC0.YDUCiORS IN OCPO EGO TEMP.CORK. CONDUIT FILL CONT. MAX.CWrENT BASE OERRtED 1ERM, AMP @TERM. LENS VOLTAGE PV MODULE. Z ¢ }FACTOR FACTOR CURRENT (12S%) AMP. AMP. TEMRRATNG TEMP.FATING ORCP U W COADUIT M COMPONENTS SHALL BE LISTED ' '"'•' "' 2 PAWGPV'MRE. FREE AIR wa wa 6AVIDBARE oa,tw•a Io ISA 1Basa ssA 3s.aw rsc sM +31Fr Lns: 4 FORTHERPURPOSETE p U O COi.'PFft COPPER z n� \ HAVE A n {Lr / 6� 2 ! 1UACOPPERN 2 O1EMT� < NIA fOALCYOGFPEMRN-2, 0.11(56'C) 0.8 tsa 18.75A +M 2z,72A fio•c sM sGFT 0.47x IF THE EXISTING MAIN SERVICE PANEL DOES NOT 1— ¢ W •� Rn + eawci!IMNa. oas•Dla 2 wa foawEITHAN G9Gp4.q ..G RA s2sA rsa Tza so•c ssa 1aFr G.tr% 5 VERIFIABLE GROUNDING ELECTRODE,IT IS THE co -y_ 4 COPPER EMi COPPER CONTRACTOR'S RESPONSIBILITY TO INSTALL A + 6AVIGTHWN-2, 0.r5.01A 2 BOAX2 10 ME iMW-; 096 PVC) 1.0 42A 52" 75A 12A 75'L fisA IOFi 0.1r% AC SERNCEDISCONNECT 4 ELtr COPPER SUPPLEMENTAL GROUNDING ELECTRODE. C7 GEC AND MAIN DIST.PANEL AC SYSTEM GROUNDING ELECTRODE CONDUCTOR(GEC) (200AMSP WI200AMBR) 6 SHALL BE A MINIMUM SIZE#8AWG WHEN INSULATED,#6AWG © IF BARE WIRE. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED UTILITY xAvHR ACCORDING TO NEC ARTICLE 690.45,AND BE A MINIMUM OF 24W,2CV 1�.YV TER 7 #10AWG WHEN NOT EXPOSED TO DAMAGE,AND#6AWG SHALL BE USED WHEN EXPOSED TO DAMAGE GROUNDING AND BONDING CONDUCTORS,IF INSULATED, 8 SHALL BE COLOR CODED GREEN,OR MARKED GREEN IF #4AWG OR LARGER SINGLE-LINE DIAGRAM PROJECT ID:101502 DATE: 11105/18 CREATED BY: S.S. CHECKED BY: REVISIONS SINGLE-LINE DIAGRAM PV-3 SCALE: NTS MISDOCUMENTHASBEENCREATEOFORMEWPPOSEGFDESCR®WGMEOESENOFAMOPOSEDPHMWOLiAEP gMT MV MMCUGIOETARTOGEMONS ECCNP, EWMALLAPRIGBLEC00ESMOREGMMNS.T EOpCUA WPOUWNOTMUUMUPMMASUBMUMMR PV 3 i(LL SMWUFACMRERN6TALLATIMwWUAL MTALLERSNALLNSTALLALLEWPMFMINACCORMNCEW'IIHMSNUFACTIIRERUbiAW71WNNMS N01 GINTNI OMUMEMSHGUWSE0.'TEHPREWDINAWAY,HATOVERRIDEST NSTRWUCNSNWMIMMURNSTUUTONNA M. DC RACEWAYS EACH DISCONNECTING MEANS FOR EACH DEVICE WHERE ENERGIZED, LABELING NOTES -1 01 502 O SEE NOTE N0.4(OC RACEWAYS) O O 1 UNGROUNDED CIRCUITS MAY BE EXPOSED O PHOTOVOLTAIC EQUIPMENT(JB1,11) DURING SERVICE.(JBI,11) A ALL PLAQUES AND SIGNAGE REQUIRED BY 2014 NEC I AND 2015 NFPA 1 WILL BE INSTALLED AS REQUIRED. I WARNING LABELS,WARNING(S)AND MARKING SHALL COMPLY I WARNING JB1-TRANSITION BOX • ELECTRIC SHOCK HAZARD.DO NOT iOUCH WITH ANSI Z535.4,WHICH REQUIRES THAT DANGER, "EL£CTRIG SHOGK HAZARD,THE OC,. MODEL NOT SPECIFIED . i 4 ® .d d '•TERMINALS.TERMINALS ON BOTH CINEAND-, CONDUCTORS OF THIS WARNING,AND CAUTION SIGNS USED THE STANDARD IS PHOTOVOLTAIC SYSTEM . LOAD SIDES MAYBE ENERGIZED IN THE OPEN,• ARE UNGROUNDEDIS MAY BE ENERGIZED 2 HEADER COLORS,HEADER TEXT,AND SAFETY ALERT O O ,• POSITION.,' SYMBOL ON EACH LABEL.THE ANSI STANDARD REQUIRES A HEADING THAT IS AT LEAST 50%TALLER NEC 690.31(G)(3)AND IFC 605.11.1 NEC 690.17(E) NEC 690.35(F) THAN THE BODY TEXT,IN ACCORDANCE WITH NEC 110.21(B). 11-INVERTER LL-I SOLAR EDGE SE10000H-US O DC DISCONNECT(11) O SEE NOTE NO. (SW1) 6O AC DISCONNECT(SW7) A PERMANENT PLAQUE OR DIRECTORY SHALL BE M F-- INSTALLED PROVIDING THE LOCATION OF THE SERVICE U) W of '- 3 DISCONNECTING MEANS AND THE PHOTOVOLTAIC }O LQ O O SYSTEM DISCONNECTING MEANS IF NOT IN THE SAME U) Z U) M LOCATION IN ACCORDANCE WITH NEC 690.56(B). Y W _l + "Y' LABEL(S)WITH MARKING,"WARNING PHOTOVOLTAIC SWi-DISCONNECT f' D D dtJ 4d W O LL EATON DG222NRB POWER SOURCE,'SHALL A LOCATED IN EVERY O _ FEET OF EACH DC RACEWAY AND WITHIN ONE FOOT OF /� EVERY TURN OR BEND AND WITHIN ONE FOOT ABOVE O W W W O5 O 7O O8 NEC 690.53 NEC 690.56(C)AND IFC605.11.1 NEC 690.54 T AND BELOW ALL PENETRATIONS OF ROORCEILING W Ur W ASSEMBLIES,WALLS AND BARRIERS.THE LABEL SHALL ANY AC ELECTRICAL PANEL THAT IS FED BY HAVE 3/8"TALL LETTERS AND BE REFLECTIVE WITH (� Q Q UTILITY METER O BOTH THE UTILITY AND THE PHOTOVOLTAIC 8O AC SOLAR DISCONNECT(SWi) WHITE TEXT ON A RED BACKGROUND Q V _ SYSTEM(SWI,UTILITY METER) LABEL(S)WITH MARKING,"PHOTOVOLTAIC SYSTEM J Of U EQUIPPED WITH RAPID SHUTDOWN,"SHALL BE LOCATED Z U W,•- ,fir AT POINT-OF-INTERCONNECTION OR AT MAIN SERVICE •' ;': -I WARNING I• -`;; _,. 5 ISCONNECT THE LABEL SHALL HAVE 3/8"TALL J D --' 1,;'DUAL'POWER SOURCE.SECOND SOURCE IS }D C� td'U` LETTERS AND BE REFLECTIVE WITH WHITE TEXT ON A z N Cn .. W sx•,:; ,,;•PHOTOVOLTAIC,SYSTEM.; •,;, REDBACKGRO ND QLli co NEC 705.12(D)(3) NEC 690.13(B) 0 SAFETY LABELS DOC ID:101502-127492-1 DATE:11/5118 CREATOR:S.S. REVIEWER: REVISIONS PV-4 ROOF PROPERTIES N P-101502 ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) SLOPE 8112(33.7°) ....,.,,....DGE.,, MEAN ROOF HEIGHT 41.6FT I DECK SHEATHING 7116'OR THICKER OSB OR PLYWOOD ) 3 CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N OC MODULE MECHANICAL PROPERTIESLu 1 MODEL SOLAR WORLD SW 295 MONO M SAVE`:': U) LLJ Of �t DIMENSIONS(AREA) 165.91N X 39AIN X 1.31N(18.0 SO FT) L0 �e: U W WEIGHT 39.7L8 U), z (/) M m 10!� W = .J MOUNTING SYSTEM PROPERTIES Lu Lu 0 O= LL —P 112.01N 7-ONE 1) -- Q W W MAX.ALLOW.RAIL SPAN 106.01N ZONE 2) W CD 0- 87.01N(ZONE 3) �— MAX.MOUNT SPACING 48.01N(ZONES 1,2,AND 3) U Q MAX.ALLOW. 44.81N(ZONE 1) J V 42.41N(7-ONE 2)) Q CANTILEVER 34,81N(ZONE 3) _ Q U W GROUNDINGAND .N ,33INTEGRAL GROUNDING CERTIFIED O 'J BONDING ITO UL 2703 REQUIREMENTS ,; �� :I W z � W NOTES ¢ M RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL _/ ATTACHMENT PLAN(OBLIQUE PROJECTION) 1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED V-5.1 1 `SCALE: = Q TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE MOUNT SPACING EXCEED'MAX.MOUNT SPACING' ATTACHMENT PLAN DOC ID:101502-127492-1 DATE:11/5118 CREATOR:S.S. REVIEWER: REVISIONS PV-5.1 ROOF PROPERTIES P-101502 ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) SLOPE 8112(33.7') MEAN ROOF HEIGHT 25AFT RIDGE DECK SHEATHING 7116'OR THICKER OSB OR PLYWOOD CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N CC MODULE MECHANICAL PROPERTIES Lu MODEL SOLAR:WORLD SW 295 MONO > U) LLJ Of DIMENSIONS(AREA) 165.91N X 39AIN X 1.31N(18.0 SO FT) LLJ Lo cv) 39.7LB U) z U)WEIGHT Ce) i Lu Lu MOUNTING SYSTEM PROPERTIES 0 LL 112.01N(ZONE 1) 0 LU LLj LU MAX.ALLOW.RAIL SPAN 106.01N(ZONE 2) 0-&AVt 87.01N(ZONE 3) L�7 AVI- Ur 0- MAX.K40UNT SPACING 48,OIN(ZONES 1,2,AND 3) < 0 MAX.ALLOW. 44.81N(ZONE 1 rl ATTACHMENT PLAN(OBLIQUE PROJECTION) 0 z < >- CANTILEVER 42-41N(ZONE 2� 34:8IN(ZONE 3) SCALE:1/8'=1' c/) 0 (_) LjJ GROUN DO AND INTEGRAL GROUNDING CERTIFIED 0 C=) _j BONDING TO.ILL 2703 LLJ z cp REQUIREMENTS P < NOTES ch RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED 0 TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE MOUNT SPACING EXCEED'MAX.MOUNT SPACING' ATTACHMENT PLAN DOG ID:101502-127492-1 DATE:11/5/18 CREATOR:S.S. REVIEWER: REVISIONS PV-5.2 PVMODULE - - �- IRONRIDGE P-101502 XR100 RAIL ................ -�, ,- QUICKMOUNT QMSE ' - COMP.SHINGLE ROOFING MATERIAL r` Nv. '' 1 FLASHING INSTALLED Lu Lu _" "` BETWEEN UPPER AND C : _ ;/' y� ;3 LOWER COURSE OF >- U W Lo r. .- SHINGLES Z U) c�i _ of w � RAIL CLAMPING ZONE - 1Tf' '"` -� W cl O LL - FASTENER EMBEDDED O � _ -.. INTO ROOF FRAMING W w Lu ry 71 Q Q U = C ATTACHMENT DETAILS(TRANSVERSE VIE -1 U I U - W) O PV-6 SCALE: NTS � � -' - ---- Cn z Q u- O U LLJ MOUNTING NO�%F TES p o -� \...: - - w Z N U) 'FLASHING SHALL BE APPLIED IN ACCORDANCE WITH �M_A_NUF_A_CTURERS'_PRINTED_INSTRUCTIONS. ____ ___� I- `� F -- IF THERE IS ANY CONFLICT BETWEEN WHAT IS DEPICTED Q CY'J Z HERE AND INSTRUCTIONS PROVIDED BY THE MANUFACTURER MANUFACTURERS'INSTRUCTIONS SHALL ISUPERCEDE. j A ',RACKING ELEVATION TRANSVERSE VIEW) PV MODULE '•SPA SCALE: NTS ELEVATION ---- /�'� /'`. �— IRONRIDGE XR100 RAIL QUICKMOUNT - QMSE L �, + COMP.SHINGLE ROOFING --------------- -- MATERIAL ATTA AMENT — - --- -- I'` FASTENER EMBEDDED DOC ID:101502-127492-1 DATE:1115l18 ROOF FRAMING SPACING ATTACHMENT SPAN -j \ INTO ROOF FRAMING CREATOR:S.S. '�---- -'- REVIEWER: e ,RACKING ELEVATION(LONGITUDINAL VIEW) o `;ATTACHMENT DETAIL(LONGITUDINAL VIEW) REVISIONS SCALE: NTS �•PV 6/-SCALE: NTS PV-6 r z 3 FIRE SAFETY REQUIREMENTS P-101502 N EXTERIOR-MOUNTED DC CONDUITS,WIRING SYSTEMS, 1- AND RACEWAYS FOR PHOTOVOLTAIC CIRCUITS SHALL r•,;,; BE LOCATED AS CLOSE AS POSSIBLE TO THE RIDGE, HIP,OR VALLEY,AND FROM THE HIP OR VALLEY AS DIRECTLY AS POSSIBLE TO AN OUTSIDE WALL TO REDUCE TRIP HAZARDS AND MAXIMIZE VENTILATION OPPORTUNITIES(NFPA 1 11.12.2.2.4.1) ROOF ACCESS POINTS SHALL BE DEFINED AS AREAS WHERE FIRE DEPARTMENT LADDERS ARE NOT PLACED OVER OPENINGS(WINDOWS OR DOORS),ARE LOCATED Uj 2 AT STRONG POIN S OF BUILDING CONSTRUCTION,AND W ARE IN LOCATIONS WHERE THEY WILL NOT CONFLICT I— �j;.; WITH OVERHEAD OBSTRUCTIONS(TREE LIMBS,WIRES, (n W OR SIGNS).(NFPA 1 N.12.2.2.1.3) >- U W Lo PHOTOVOLTAIC MODULES SHALL BE LOCATED IN A Z Cn cM �m MANNER THAT PROVIDES A 3 FT WIDE CLEAR ACCESS W J a •'"'" :S;'�:= PATHWAY FROM THE EAVE TO THE RIDGE OF EACH �J,J Q s ROOF SLOPE WHERE THE PHOTOVOLTAIC MODULES LL ._—.r co _ ARE LOCATED.THE ACCESS PATHWAY SHALL BE LOCATED AT A STRUCTURALLY STRONG LOCATION OF W W W THE BUILDING,SUCH AS A BEARING WALL,EXCEPT 0- WHERE ADJOINING ROOF PLANES PROVIDE A 3 FT WIDE CLEAR ACCESS PATHWAY.(NFPA 111.10.2.2.2.1.1) af 7-1 Q = PHOTOVOLTAIC MODULES SHALL BE LOCATED NO J U U CLOSER THAN 1-112 FEET TO AHIP OR VALLEY IF 7 +r "• v� la _'f.�-;'•'. a MODULES ARE TO BE PLACED ON BOTH SIDES OF THE � Z Q d HIP OR VALLEY.WHERE MODULES ARE LOCATED ON O U 1L _ 1 T ONLY ONE SIDE OF A HIP OR VALLEY OF EQUAL LENGTH, 0 --1 THE PHOTOVOLTAIC MODULES SHALL BE ALLOWED TO W Z N BE PLACED DIRECTLY ADJACENT TO THE HIP OR UJI ".; VALLEY.(NFPA 111.10.2.2.2.1.3) P' Q CO FJ PHOTOVOLTAIC MODULES SHALL BE LOCATED NO LESS Ch v THAN 3 FT BELOW THE RIDGE.(NFPA 111.10.2.2.2.2) of 1 FIRE SAFETY PLAN CD PV-7 SCALE:1'=20' O 3.0 FT.WIDE FIRE ACCESS PATHWAY,PER NFPA 1 1 11.10.2.2.2.1.1 O3.0 FT.WIDE SMOKE-VENTILATION SETBACK,PER NFPA 111.10.2.12.2.2 PV MODULES INSTALLED ON ROOF WITH IRONRIDGE ROOF MOUNTING SYSTEM.THE MOUNTING SYSTEM IS O UL 1703 CLASS A FIRE RATED ON A 8112 SLOPED ROOF WHEN INSTALLED WITH TYPE 1 OR 2 MODULES.THE SOLAR WORLD SW 295 MONO IS TYPE 1. O4 ROOF ACCESS POINT,PER NFPA 111.12.2.2.1.3 s CABLES,WHEN RUN BETWEEN ARRAYS,SHALL BE ENCLOSED IN CONDUIT. FIRE SAFETY PLAN 000 ID:101502-127492-1 DATE:1115118 CREATOR:S.S. REVIEWER: REVISIONS Pv-7 I- Sub6iodule;/Pl us Sunmodulp%Plus 51NtZ -300 MONO SW 28585 PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' sw 285 SW 290 SW 295 SW 300 Mistimum pawer 285 Wp 290 Wp 2s5:aJp t00 Wp L fUV Posver cortrolleA •"";-; ..;.--'- "_' i TUvnner,lma' Lowest measJfing;Jleronce itl industry -' ,a i open rircuit voaogc V,, 3?n' 399v 4uo•! 4Uly Marimum powerpoint voltage _- V`11 113v 31 uV 31.SV 316V Short[lrcuit torrent I„ 9.64A 9 97 A 10,:0A 10 23 A Maximum power point tmrent 1,-, 1,204 113A +aSA 9111 j Cvefy CUmponentis test_A to meet § Modulveffrciemy rl ;7;,0`n 17 30 Y, 1759% i7 R9% 3 times IEC regmrer-ents ) I •S iC 10eCW/1.+.2s'LA1415 PERFORMANCE AT 800 WIM'.NOCT,AM 1.5 sW 285 SW 290 SW 295 SW 30D -- i Marimum power _P,,, 2131 Wp _ 21711vp —_ _C S Ydp 2241 Wp "" t -.Uu-si�0e<1,tL Yu''nns:anC eaYy y Open<irtuit voltage \•, a61V 36.1v 317V 369Y `_:'_ ...:.'�, :.a,-cumulati[^s,}';•:.7v,.and:�e i �,' •. r.'. � . ... Maximunpowetp int a voltge \r 287V 288v '_39Y 31.14 , a -•• 6 Shaft circuit torrent --._I1 7.9C•A --- 8J16;_— 8.17A--_8.27A Max/mum powerpoint torrent - I_,. ---- 7.43 A 7.54 A _—_-- --76n1, 775A 1 yy,, ,1, Minor rctlutt:an n erTc:evy under r•-srt�al:o+A—6-1-:21-C:It3..0 Wien=,teCt•el the SIC eflit.nc,0.)F;^e;rt.0, t.t ;• T 2 Surmodule Pius: f Positive performance tolerance p ....... _._........ ....._.—_...—.... COMPONENT MATERIALS :. ........_............__. -._. ... moo wiw _------- i i 'a,Wim+ -" __ _ Ce It pe modWe 60 From with AK lEN 12150) r r r i _ ....._.____............. .. ___._........_.._ .._ Cell type ...on r stalRne Frame cl,.; ,nmdi-I A",Wnom +Yeart •I ?i-v^ar hncsr.Tcrfc'mante warranty R I 2 �o wlm' at5 busoar and 10yesrprod,l•a warranty i t ,t..______..__........... . ._ ........ 6t1 inx6.)7 in 400 Wim+ _ _ Celldimamions We ght 39716,(1ROLg) d ................ ....... nw 75 x 15675 mm; THERM ADDITIONAL AL CHARACTERISTICS DATA •�y �- Glass with anti-reflective COating "'��-•- - = _ NOCT 16'C Powersorting -O INp%.S lS'p ..,:.).tx�. xw„xwh.x°In V. Tclu 0042 ox 5/-C J-B IP6S rev, .030"t/'c com,ector rvwireperuL47o3 3:81JM171 With 1-4/1Ll X—inecto:s a20 1 �[o Modulef/repeformama (UL1703)7ypel World-class quality 006.654 i _ opemtingtemp -a0to.85, Fully automated production fines and seamless monitoting of the process andR" n2 1 mnz61661 material ensure the quality that the company sets as its benchmark for its sites �;:=-",-r°- e �s (t80.R''! PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION w4.. UL 1703 ( °f:035;91 worldwide. � c Maximum system valtagesC/I/NEC 1000V SalarWorld Plus-Sarting �, Maximumreverse—t _ 25A Phu-Sorting„guarantees highest system efficiency.5olarWorld only delivers modules �1 Y '`•' Numbercfbyposrdiodes 3 name°innwa�w: that have greater than or equal to the nameplate rated power. _.-_'I - I _ _ Design loads' Tworai/systam 113 psfdawnward,64 psfupward st Design loads' Three milsystem 178 psfdownws,d,61.psf upvrard 25year linear Performance guarantee and extension of product warranty to 10 years 3olarWorld guaranteesa maximum performance digression ofO3%p.a.in the course �y (I(�g� De19,,rI ids' Edgemouneing 170 pst devieward,41 psf upward of 25 years,a significant added value compared to the two-phase xva rranties common - � •ale,:e rerenmffiesunmomae nstaaanon�n.rnr<nnns Tor menrtans asa�atrdv,nnmese load Usr< in the industry,along with our industry-first 10-year product warranty.** •compatible with both"Top-Down' Soler tolls manuf.,Ctured in U S A u,Genn,ny Module•,assembled,;U 5 A. i 0 Oi5(9) r •an Ground'Bottam'mountmg methods -)narcordaece with the appl:r:rble SolarNrorid Lmmted Warranty at purchase. 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'E DO '•� ,. ••''';•,;;;' � � ap'n av�o n a., A;noma^i aawd Shutdar n;lpvn nE:urir'Usw�snmct H ;1 - ,:, .. .. ...- bl �0t7 E+4a.12 ___,_...-_ _ _ ."_.. -,_......,.._ __. __.•._._., _. ___ ......_.._. ..... _ __ _ __ >' Sa(rIR UL17a 1,11t1-M i SA,UUG1 90.M C22.2.Caoml;an AFCI_1 ldin,(tn TLl,'N 07-„ ..if;FFt`i4.,fide i R,Ifa . 1. •%' i'7:-,.': >'., r .^..,; '.'? ..[niostons ..FCf Dnrt IS Ciasx.D j { y" "IjJSTAU.ATION_SPECIF{CATIONS .................................................._........-.... _-._ ._.... nt.L)u;putCnntlul151.P.:f.WG. - 1 ^ __ _.........._._._.................................._.._.. ...1 ____..... . ..3i+'Inin�muni x `:: - - .• ,. 1 3/a'ait;i:Harr:/.4> . ... o .... ...... ' 00tiimzed:instal lation`with HD-Wave tetihnotogy (altix�;ns w2h 5c y t.. 17.7x ia.6a 6.§/45Uz:VG.173 x77 5,40 r 's/..cox :nrmm .,., .:. ..- ,;' ;�: ..., Sib x1�Q x370x385 , - 3 desi ned k tv rk vdi tt Deveco tlrri; ..... .> ........ ....... _ _ ...... - .. 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KINIF X R IRON RIDGE Flush Mount System Ra i Is Q) XR10 Rail XR100 Rail XR1000 Rail Bonded Splices 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. 6'spanning capability 8'spanning capability 12'spanning capability Self-drilling screws Moderate load capability Heavy load capability Extreme load capability Varying versions for rails Clear&black anod.finish Clear&black anod.finish Clear anodized finish Forms secure bonding ........... UFOs Stopper Sleeves Grounding Lugs Microinverter Kits Jt Universal Fastening Objects Snap onto the UFO to turn Connect arrays to Mount Mls or POs to XR bond modules to rails. into a bonded end clamp. equipment ground. Rails. Fully assembled&tubed Bonds modules to rails Low profile Bonds devices to rails Single,universal size 6 different sizes Single tool installation Kit comes assembled Clear&black finish Clear&black anod.finish Mounts in any direction Listed to UL 2703 13ujll�f��r solars toughest roofs- ............ ........................................................... lronRidge builds the strongest mounting system for pitched roofs in solar.Every component has been tested to the limit and proven in extreme environments. FlashFoot2 Slotted L-Feet Bonding Hardware Flush Standoffs Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and is also why our products are fully certified,code compliant and backed by a 20-year warranty. A Strength Tested PE Certified ior Pre-stamped engineering letters Drop-in design for rapid rail Bond and attach XR Rails Raise Flush Mount System ` All components evaluated for super , Flash and mount XR Rails T structural performance. available in most states, L with superior waterproofing. attachment. to certified attachments. to various heights. Twist-on Cap eases install Secure rail connections T&Square Bolt options Works with vent flashing Wind-driven rain tested Slot for vertical adjusting Nut uses 7/16"socket 4"and 7"lengths Class A Fire Rating Design Assistant Mill&black finish Clear&black anod.finish Assembled&lubricated Ships assembled Certified to maintain the fire resistance 2513-, Online softwae makes it simple t rating of the existing roof. create,share,r and price pro jects.o Design Assistant NABCEP Certified Training UL 2703 Listed System 20-Year Warranty Go from rough layout to fully Earn free continuing education credits, J,- I engineered system.For free. while learning more about our syste a Entire system and components meet Twice the protection offered by o to IronRidgv.corn/desiq Go to lronRidqe,coin!traininq newest effective UL 2703 standard. competitors. i 1495 Zephyr Avenue ;1495 Zephyr Avenue M IRONRIDGE IHayward,CA94544 AIRONRIDGE IHeyward,CA94544 1-800-227-9523 ' .u.,. 1-800.227-9523 1 i IronRidge.com i IronRidge.com Attn:Corey Geiger,VP New Markets,IronRidge Inc. The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no Date:December 2011,2017 consideration of the structural adequacy of the chosen roof attachments,PV modules,or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the Re:Structural Certification and Span Tables for IronRidge Flush Mount System aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush 'jjltfl rrtr Mount System is a proprietary rooftop mounting system used to support photovoltaic(PV)modules installed in portrait or Sincerely, landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum ` L.)VHF XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof No C(,.,)) attachment with 3/8"stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. E 1 f j The IronRidge Flush Mount System is designed and certified to the structural requirements of the following reference ,�S"S,;••. ...• `.;_+`�. ` fy,pj7 standards for the load conditions and configurations tabulated in the attached span tables: Gang Xuan,PE,LEED AP 'r0vlri 1-rtiti`,� Senior Structural Engineer . ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures(ASCE 7-10) . 2015 International Building Code(I13620115) . Florida Building Code 610 Edition(2017)Building . 2015 Aluminum Design Manual(ADM-2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed,covering wind exposure categories B,C,&D,roof zones 1,2&3,and roof slopes from 00 to 450. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points(measured at the center of the attachment fastener) 2. The underlying roof pitch,measured between roof surface and horizontal plane,is 45°or less. i 3. The mean roofheight,defined as the average of the roof eave height and the roof ridge height measured from grade,does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 40". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. r i i I ( I I 0 2017 lronRidge,Inc. FL Flush Mount System Certification Letter-1 r,2017 IronRidge,Inc. FL Flush Mount System Certification Letter-3 E-Mount I QMSE - EHB E-Mount Installation Instructions Installation Tools Required:tape measure,roofing bar,chalk line,stud finder,caulking gun,sealant compatible with roofing materials, with Extended Hanger Bolt drill with 7/32"long-style bit,drill or impact gun with 1/2"deep socket. ---THIS EDGE TOWARDS ROOF RIDGE INO DESCRIPTION QTv. � •• • • • ID •' 1 FLASHING.ROUNDED CORNERS 9"X 12"X .0401.5052_MILL _ _ „�•_,,,� ,_ 2 ---OBLOCK.CLASSIC.A360 CAST AL.MILL I 3 HANGER BOLT.5/16"x 6-1/2".1-3/4"MT,3"LT. 18-8SS WASHER.SEPDM BONDEDD%3/4"OD. k s ;r? 's��nly y;; '✓„'s.. ,`I ,y,� - .. .^a I ..*�....,r SS 5 NUT HEX S/16-18 UNC-28 18-8 SS 2 ` jt,. "f",.,.:"ss „- -f`•�T �r"-;,w;y- �`' `'S?�y+y"�.',^ RACKING COMPONENTS , , , , " '• 'n?-,,�. '+'- ,r•, ' NOT INCLUDED WASHER.FLAT.19/64" OD x 118" EPDh1 S 1 P` t ,�,. �,..•. ,, „>;;"�', k:'s...: :a rye 7 WASHER.FENDER.5/I6"ID%1"OD.I8-8 SS I 8 WASHER.SPLIT-LOCK.5/16"ID,I8-8 SS I - '^ Fh',.' ,, sou. •,rg4` '>;'--:.,." e a,r 8 \ �, 'ram•'!-g..,y� Y^-•n� ,�•Ab"'�. >'.� 4��:' #,:, ��`>c�`_"r,.,�����a,��`a"`<:t1',jt•t,'a} t1 �ya:s,f'"''�•"�"+'.•,,/,5'�h £'•,,- n?� '�,� ,yti/'F'< _;>,;,ar::i,3"'S--zs+"' k,P:r f .. -... 7 m W �'��J 9T .x3'.�.'P':,-» za��,,;r`.'-ir';•.':^'.:?"fin;;•,_,,n_ � �:,^ 6 .... Q _ `. -c_.s � ''- / / v Locate,choose,and mark centers of rafters to be Carefully fi tcompnsrt!on roof shingle with roofing Insert Flashing between I st and 2nd course.Slide III ... ,,^;, = mounted.Select[he courses of shingles where bat just above placement of mount.Remove palls up so top edge of Bashing Is at least 374"higher mounts will he placed. as required.See"Proper Flashing Placement'on than the drip edge of the 3rd course and lower 1 u, __--- 3 next page. flashing edge is above the drip edge of 1 st course. Mark center for drilling. ...1 2 ..`, ra- Quick Mount P1t �w , d_- QMSE—EHB'QMPV E—MOUNT AVAILABLE IN MILL AND WITH EXTENDED HANGER BOLT BLACK FINISHES FINISHES - .•• �UNlF3s olXFxwiseSi_AaFU: DRAWN BY RAO 4 T- SJ e?, •:... ......_ .-SIZE c REV' �TS✓ , n _ t [ �cii•¢nraz eenn:exrs � ;, ,•1`' _ z`1` ,a A onv sYsnml 3 ,.... ..w,.,�. ,. vone.v ro,.wel io nva�o`v, scelr!s;wooa:o.rx. _s,lenlori :7 , ,vse. ',;Yy. .,. ,�;"` .. , :• •. ;mmx.rlu,esww..x•ucrM rOMle ODIC•"mOUM VV�" rnw � a[[I ' ' 5e...,..ae cor 4 3 .n ,c 2 „ 1 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 and rafter,taking care to drill square to the roof. compatible with roofing materials. with hex nut and sealing washer.Insert into hole Lag pull-out(withdrawal),capacities(Ibs)In typical lumber: Do not use mount as a drill guide.Drill should be and drive hanger bolt until ClBlock stops rotating Lag Bolt Specifications 'long style bit;aka'aircraft extension I drill a easily.Do NOT over torque. I SP koa.If i 5a .naftP s•mread dery a15•�nwr I-read d_N 3 d p ole Into raker. in OIn.Fir.txrN rA ]vP 255 nn J Frgomervn Struve lm0nodu Pnr tR!SB ir.:,UrRhShcr, I p6 i'J5 :35 Ficm Fr l A0 60U 212 r: .........._.._.........................._............................_... ......._......._....__...._................_._........._..................... ......._......._._.............._..............._......................._ ........................ Mum,Fe.N•nni ! 46 ]05 235 1•d n Pine .55 B21 Yrr'm P.3.Fir .42 1 615 .6 �^.';,a••.$p • y, .. '. .^f SRnIrR,P,na,Fi:IF.nf2minca,f Ch;ahvr sm.,;i r.!SRaM?1FLI .V1 I i} 266 "• •� '{�y 1,t,� Sources:-Americanwooa CoUnCil,NDS2005,Tdble11.2A,113.2A `,:� '".:,I,,N q��y+%•'� , Notes: I ITh!ead must be embedded In a rafter cr other structural roof member. - •p �=��,' 215ee NDe'7aUle 115.1C for Iequired edge distances. 'c ., -" `-_'t t` 31I'A'x PA•shims maybe used forlevel!ng Quick `r L'�� ®Ui1t 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 racking manufacturer-If racking manu`acturerdoes not specify torque setting,tighten to 13 ft.-lbs. 617.2.3-30 May-2017 Rev4 Bit 7.2.3-30 May-2017 Rev INSTR#2018182223ORBK9809PG928 Page 1 of 1 10/2612018 02:10 PM Rcpt 2001391 Rec:10.00 DS:0.00 IT:0.00 Paufa S. O'Neil;P&D, Pasco County CCerk&Comytroffer PREPARED BY: STEPHANIE COFFEY 2512 BAY FIELD CT HOLIDAY FL 34691 NOTICE OF CoMMNCEMENT Permit No. Property Identification No. 04-26-21-0070-00100-0140 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT. I. Description of pro SILVERADO RANCH SUBDIVISION PHASES 2,3&4 PB 73 PG 059 BLOCK 1 LOT 14 prof PINE CT a) Street Address: 1 2. General description of improvements-INMI:tATION OF PV SOtAR SYSTEM 3. O%mm Information 4) Name and addnm. MARCO ANTONUCCI,36120 CARRIAGE PINE CT ZEPHYRHILLS, FL 33541 b) Name and address of fee simple titleholder(if other than owner) NIA c) Interest in property 100% 4. Contractor Information a) Name and a DON WARNER, 12241 GARDEN LAKE CIR, ODESSA, FL 33556 b) Telephone No., Fax No.(Opt.) 5. Surety Information a) Name and address: NIA b) Amount of Bond: c) Telephone No.: Fax No.(Opt.) 6. Lender N/A a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served-, a) Name and address: NIA b) Telephone No.: Fax No.(Opt) 8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b).Florida Statutes: a) Name and address: N/A b) Telephone No.: Fax No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED DWROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEhffX]7S TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND To OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF CO NIENT. STATE OF FLORIDA COUNTY OF PASCO SignaturcOF or or Owner's Authorized OfficcrA)h=wr/Pwmcr&U=ger MARCO ANTONUCCI Print Name A. Ila foregoing instrument was acknowledged before mqhis eby ,-el,, day of DC k1je-V 20 0 IS L ff as 02,0;Uj�v (type of autho a. offic a,-it. fact)for of party on behalf of whom inst�rwmn�o Me Personally Known OR Produced Identification NotarySignatureType of Identification Produced en Name(print) Verification pursuant to Section 92.525,Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the bog of my knowledge and belief. F0;tM&N0CXAM7 40M of Nwrd Pmw Sqmrg Abm ADAM FRANCIS 1 1206110 X jiyCOmMjSSI0N#C. EXPIRES:July 2,2021 "420-v Bmww Thm Mowry Pubricu.n&mdm.