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ZE'OSW Ntlld SIHA 30 Ad00 a3dtld 3CDa'JNIa1InB YOIaD]H UL02 18N3tlrzP3VNL'3V/9i-3YlbZ9a1LY�3Y 1VN191M0 031Y35 dP NVId OINOL10313 C13�Y3s Y 53NIND3d C3311nd 11LYH3d AL3A3 '3�-Id NO SNtlld an3 a3sn 3e loN AYW'lY3s alNoa3a313 ao a3slYa lnoHilM aloe ��[1DD 3l9tlDF'1ddV �2lOiD3llOD W31SxSb SCOPE OF WORK: DESIGNED PER: WIND LOAD: WIND: RISK CATEGORY II SO INSTnLIrTIOHOFAsoLARwATERHEATING AscEr-1D DE${GNED FOR 2a0 MPI-k EXPOSURE CATEGORY D MCI $YSTEM WITH A ROGF TOP COLLECTOR MS[ U i`o_g F- ��i 0 Z Y�� gN� y�y �, 3�i K �a a Vim$ � §�� � ��g o A E�� W Eau oa ��� � 9z� l7 Gad K a ��o CJ � < U ... 0 4 mW� a o DX z�o ��m - � � 4 � NaLL�� Y g z a u � Z � � � J �7�� R'�w< wf-f E maid } � � O o � O U' �H�' z S � 4 F a W z ti W r, _ ��O6a �pio¢ � �}W ��zi� Z ¢�O� W aw4 ice., DOME57EC HOT WATER (DHW) INSTALLATION NOTES: GENERAL: THIS DRAWING AND THEBPCUFI[ATIONS HEPEON ESTAAUSH THE MINIMUM REQUIREMENTS FOR DHW E4VIPMENi ON BUILDINGS IN FARIDn 6•D FELT DR LESS IN H[IGIR AND AT RPPF ANGSES FROM FW,T VP TO 45 DEGREES- PE0. THIS PARTICllIAR INS7ALLATIDN DOCVNIENT, The LeverEtlDe DHW SPIAA PANELS MAY 9E INSTALLED PARALLEITOTHE RDDF PULNE W ITN }{OLD DOW NS FWSH DN TOP PF THE UPPER 6VRFACE OF TIIE ROOF CPVEAING OR TRTEDUP TO AUIICVE BFTrER SOLAR cpuECT1pN. FLUSH -MOUNT SHALL RLLIUIRE 4-ANCHO3L5• {3/BdN[H DIAMETER CRS, CORROSSON RESISTANT SFEEL} IN PZ-1 >S PZ-Z, ERPOSURES B,G P IN ALL W IND ZONES UP TO AND INCEUOING Z{ID MPH. �ANCHDRS GN EITHER BE, AT CONTPACTDRS' CH(NCE, A-AN[NDAS FOR A SINGLE COLLECTOR 4�AT4CHORG FOA TWO COUE[TDPS THRU VSEa0.PPRDYEP RACKING TO TIETHE TWO COLLLCTORS TafTHER -SEE RGUPE 2, TILT -VP IS PERMFTTEP ONLY W ITH TFIE FOLLOW IkG STIPULATIONS: AI NO INSTALLATIONS PUT510E OF PRESSURE ZONE ]; B} USE ONLY OEM HARDWARE- EXCEPT A19 TEKS PER FIGW JRE 2� C} [OLLFCT➢R LONG NLIS HORQOMAL AND GU DEGREES MgNIMUM TILT ANGLE; DI WIND ZONE 140 MPM AN9 LE55 REQUIRE 1-AN[HOPS PERTIET-UP COLLECTOR; F] W IND ZONES GREATERTI{AN 19D MPH AE4UIRE 6 ANCHORS PERTILT�UP CIXLECTOR AHD MINIMUM TILT POLE WALL THICKNESS OF ]/BTII�INCH. CONTRACTOR SHALL KEEP W G BOLT LOADING TO UNDER SZR POUNDS OF UPLIR, REF[R 70 WINO LOAD [AL[VlATi0N5 AT H1TP:/AVW W.CRDVILEUSfSW/YJINDLOADC4lCULA7lON5.PPF WHEN LAG LIMIT IS E%CEEbEtl CONTRACTOR SHALL USL MOPE TAGS,1-BOLTS OR AI.L-THREAD ROD. FDS1R I -BOLTS OR ALL -THREAD R035 CAN HANDLE TYIF LORA PF ]iACH,+lpSF SOLAR COLLERORS IN RLL LOAFING [AS[50N THE CHART, WHEN ST PAYING INTO PZL INCREASE ANCHORS EG%DN TIIE PORTION OF THE COLLECTOR IN PZ2. ABSDLUFLLY NO INSTALLATVPNR IN PZ3. TESTING: TNe LeverEdge OFIW COLLECTOR$ HAVE PASSED MIAMI TESTING TABS WIND LPA9 TESTING DF-102 PSF PER 0.5TM E-330 {MTL FILE NOMEFR 95-1249LTH15 ENGINEER HAS EVALUATED THE 1135TALNTIPN [DMPDNENTG AND HARDWARE CURRENRY PROVIDED BY The IcvevEdge AS OEM INSTALLATION KITS AND FOUNDTHEM TO MEETTHE REQUIREMENTS OF FNE FIOAIDA gUILOING CODE NRREM AS GF THE DATE Of THG PLAN. THERE SHALL BE NP jUPSFITUTIDN OF OTHER VENDOR MATERIALS W ITIiOUT PAIDft APPRPSFALOFTHIG ENGINEERTHRU The LererEdgc. HARDWARE: THIS ENGINEER HA5 DETERMINEDTHATTi[IIOLPDOWN HARDWARE ANO FASTCNERS SUPPLIED BY The LeverEdge W ILL WITHSTAND HURWCANE FORCE W IN[G UPTP RNP INCLll01NG 200 MPH }SECOND GUSTS, THE ONLY REFnAINING VARIABLE OF SIGNIFICANCE IS THE ATTACHMEM UT THE HOLD ODW NS EO THE UNDERLYING ROCIT SYSTEM USING DEM NAPDW ME. TAGGING PF TLE DH W COLLECTORS FOR FLUSH MOUNT IN$TALLATIDN {PARALLEL W IT11 TIIE ROOF SURFACE AND AS CLOSElT1ERET0 AS PERM]TTFD BYOEM HAPIY,VARE] SHALL RE ALzO WED IN EXPOSURE CATEGORY B ANP C ANP W BOTH Pn AND PZ2 0.T MEAN ROOF HEIGHT$ DP 60.FT OR LE55 AND IN ALL WIND ZONES THRU 2W MPH SD LONG AS THE FOLLOW ING CAIITIDNARY RULES ARE OGSERYED. WGSSHALL RE CORROSfON RCSISTANTSTEE4 3JB INCH DIAMETER MINIMUM OR BETTER LAGS SHALL ACHIEVE AT LEAST 3-MCI{ES OF THREAD EMBEDMENT IN RAFTER OR BLOCKING. MEASUREMENTS MUST AE GREFULLY MADE AND PILOT HOLE$ $HAIL AE DNLIED TO ENSVRC HITTING UNDERLYING RAFTERS PRTRUSSEE AND TO AVOID W ODD SPOTTING. SPFUAL PROCEDURIS TP u5E W}IEN, IN THE INSTALLER'S OPINION. HTFTING THE CENTER OF TRUSS OR RAFTER WITH A LAG CANNOT REASSURED, EPHER USE A 3f81NCH jMINI'1" DOLT GPAd61NG THE TAUi51RAFTER OR 3/e 1NCH OIAMCTER IMINj ALLTHREAP ROp PLUS SfAN0AR0 FENDER &LOCH WASHER$ AND NVTTHRV MINIMllM 4" BY 4" BY 9" RLO[KING ONTHE VNDERSTDE OF THE RDDF SHEETING_WHERE BLOCKING METWOD IS USED. INSTALLER 511ALL APPLY A GENEROUS BEAD OF CONSTPUCTION ADFIE6IVE FOA MINIMUM OF LFT RUING THE NEAR IOIMS OFTHC POOP TRUSS AUP SHEETING ON EACH TRll55 ON R9TH SIDES OF TIIE BLOCKING -$EE FIGURE 2 ON THIEEWELT. PLUMBING SHALL BE PER FIGURE 1. RORfOA PEUMBING COPE SHALL RE AMREREDTD, PRRTICUNR ATTENTION SHALL 6E GIVEN TO PROTECTION AGAINST DYER -PRESSURE AND FREELNG - PER FLORLDA MECHANICAL CODE. CHAPTER ]4, ANO PER Thx LeverEdRe INSTALLATION IN57AUCTIONS. THIS DRAWING SY{OWS THE "D"VERSION ALUMBPIG, HOW EVER, THERE APE OTHER VARIANTS IPHOTP-YOLTNC PUMP, INDIRECT, ANDJDR OPAIN-BACK} WHICH. ALTNPHGH NOT SPE[IfILALLY SHOWN HCREON, ARE COVERED BYTHIS SEATED DRAWING -EO LONG AS INSTALLED PER The LevelEdge INSTALLATION INSTRUCTIONS, WATERPRDDHNG INSThl1ER 611AU ADHERE TO REQUIREMENTi PE FR[ CHAPTER 15 jR00FING) AND BEST PMC71tEs Pf TI{E NRCA RAPPING &WATERPROOFING M0.NU0.LT0 ENSURE THATTHE SOLAR INSTALLATION DOES NOT CAUSE RDDF LEAKS AT INRIAL INSTALLATION OR ASTHE SYSTEM^AGES'. OUESfIPNy INETAllERS, AUTHORRIFS HAVING IURISPIC7IPN, OR OTHERS HAVNG QUESTIONS 0R DIFFERING CONDRIONS, MAY C--� af1�ACTT1115 ENGINEER DIRECTLY -CELL: g13 65P 7'-4E, F�MAII�, ALLCNPLGEZELMANPE COM NVI�I-G AV MEI�, LGNTRACTON,9WNER,80THER INTERFSTEPPPA'PIES (OIPI:THISPIPN PROVIDES ENGINEER -SEATED DETAILS & SPEOFICATgNS FOR INSTALLATION OF BOTH AE $MORNING STAR CORPDRAT{ON IMSCj 541AR DOMESTIC HOT WATER SYSTEMS. AE & MSCARE MADE IN THESAME PUW 7 tfl'THE 54ME MANUEALIURER, W HILE THERE AAE SUGHT PHYSPCAL DIFFERENCES, THESE SYSTEMS ARE EQUNALENT STRIJCTi1RAlLY, HYDPA WCALLY, 87HERNl4llY AE➢ETNLSARE SHC WN DN TH1R PLAN SHEET, BECPJISE AE LRTHE VPLUME LEADER. MSC DETAILS MAY BE WEWEDAT hNP'fIIAYAYzelgDlar<wnf ALL AFFIDAVITS, DESIGNS, OPINIONS, CALCULATIONS 8 CTHEft ENGINEERING SERVICES PROYIDEO BY ALLEN GEZELMAN PE AND NIG ASSOCIATES ON ANV AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS CF EJGOC C-r60 (ENGINEfFtS JOINT GONGTRUCTIOTI DOCUMENT OOMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CANFRAGT) CURRENT AT THE TIME. THOSE OBJECTING TO SAID EJCDC G7IXI OR PROVIS10N5 7HERI:OF ARE DIRECTED NOT TO USE THE AFFIOAVH, DESIGN, OPINION, CALGHIATION OR OTHER ENGINEERWG SERVICE OFFERED BY ALLEN GEZELMAN PE ANP HIS ASSOCIATES ON THE PROJECT. EJCDC GT00 MAY DE VIEWED A7: HTTPYIGEZELMANPE.COMlREFERENCFIAGlC-rDD.PCF DIRECT"D"SYSTEM THLS DRAW ING SIIONSThe IRvertdge DHw "❑"{DIRECT] SYSTEM ANU THIS YARTIp11ARSY5TEMS PW MBING.THEREARE PTHER, SLIGHTLY O1FfEAEM, The L¢weYEdg¢ PHLV SYSTEM YAAIANT$ W HICH ARE A150 COVERED BY THIS SEALED DRAW ING. THI515 FECAUSETHE CRRICAL EIEMEM-T[HE{DLLfCTOR(5] AND ROOF MOUNTING DETAILS REMAIN THE SAME WHETHER The 1,¢YgrEEBe. DF{W SYSTEM FBHG1NSiA1LEP IBA DIRECT,IN-OERECT DR DAAiN-BACI( MODELS WHICH CAN RE CONRGUREL WITH ETTHEfl AN AfC�i11NIGT0AL9hTM�M1Yt COLLECTOR SENSOR } �, I �� - .: I � I I I _ � IGo � I E t�----'-'--- - ! solARLooPDRwN ISDI"ATIGN vALYE RGLPA LOOP ORAL EXPANSION TANK DIFFERL:NTIAL cDNrROL MOTORIZED BALL YALV , HOT WATER OUTLETS - I � COLA WATF_R INLET `-"'Tl-- '� SHUT OFF VALVE u.' I BACKUP ELECTRIC ELEMENF-- ": {! .':. �:,H�_. I I ' ]', 31 L�' ND DIP ruBE jJ,,.rr {}:�'Y :'J:':�lfa::. f: i'� TSOL.NION VALVE (�Igl141.1. 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THLS PROVIDES PRESSURE [gHALIZATION BETWEEN THC ROOF SVRFA ROOF FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGE5IF TILT UP. 110WEVERTHB INTERNAL AI PRESSVRCSAND THE SOLAR UNRS RFSIGTTHE E%TEflNAL WINO PRE55URE5_ THE EXTERNAL WIND FORCES CALCULATIONS DNK HERE: HTCP://WYJW.GEZEIMANPE.COMJGENEAIG/201DFB[ WINDCAICS.HIM NO PZ3 IN HVHZ P87CF PEN�TRATNaF1 wxTSLaswNTt.., � MAY RE CIEiF7vTA vETi!'IOALLY QR HOFIQaNIi'A3.I..Y LLOIXIIFKi R'ipG(U? (SE£ IiETil fiB.OWI LAGIail'8 CAM 8E ON 8DET1 OR CX1E.I.GCIaR ENJ30F Cd-1.CC70R ;� - ` r ROOF INSTALLATION DIAGRAM AI ALL THREAD ROD , FI J BOLT OR LAG Pi MOUNTING BRACKET C ALUM TUBE ALUM TUBE III III _ PrtCH PAN —'-'----- A TILE ROOF: CLlT OUT RECTANGLE FOR PITCH PAN. - . ,.�..v+e�R n - INSTALLAND FILL W! 1-PART PODRABLE WATER PR F CONSTRUGTIDN SEALANT ALTERNATE. TILE ROOF MOiJNTINgg DETAIL sine s.I�a- F SEi/iE �,'iTE FIE 2 az sDRe�ARIes �e�J EXPLANATORY I1�FORMATION ENLARGED VIEWING R4IYPERLINNS: PRIM VERSION OF THIS PLAN PRdJI9E5 MINIMUM INFORM1IATIPN NEEDED RY USEPS. ELCCTRONIC VERSION (EVj PROVIDES M0.GNINEp VIEWING VP TO M00%. EV ALSO PROVDES HYPE MANUALS AND ABUNDANT OTHER SUPPLEMENTARY INFORMATION. EV MAY BE ACCESSED AT HTTP:/AvwW.GEZELMANPE.fAMfGENFRIQYA5.1.3.WH-L0.PDF THERE ARE THREE PROPRIETARY RACK SYSTEMS APPRDVEP RPR USE WITH THIS PDLN. TFICSf MAY OR TO REPLACE THE PCFAILS SHOW N IN FIGURE 2. IN ALL CA54S REFER TO OEM INSTRVCT30N5 FPI USED. IN THE CVENE OFACONFLICT BETYVEEN OEM INSTPUCTIONS AND THIS PLPN. ACM INSTRUC DEM MANNNS MAY BE ACCESSED CIECTRPNICALLV USING THE FOLLOWING HYPERUNKS: yTTv;f/W W W.VNISTRVT.COMfLf1LRATVRf/INPE'APHPTDO[-NO746PG=1 1{TTP ff'AIWW-IRONR{DGE.COMfFlLE51NR5/IAONRIDGE_KRS_2_RAIL SYSTEM.PPf HTTP:IIWW W.VNIRAC.COM(PDFJI122r.PPF STq UCYUPAL IfYSDING: THIS PiATJ WAS ENGINEEAEO FOR THE ENTIRE STATE OF FLORIPA INCLUDING HVHZ. THE SPULR EgUIPMENT 0.EPRCSENTED ON THIS PLAN IMPOSES A POSITIVE LOAD VnOx TIIE ROOF 4PSF. MY UPLIFT PRESSURE [ALNIATIDNS MAY Bf VIEWED AT: HTTP:(/ W W W.G E3ELMANI'E.COMJGEN ERICf1010FBC_W INPCALR HTM gDESTIONS REGARDING gDPF PRESSURE ZONES ARE REFERRED TOTHEASCE 10 DIAGRAM FOUN[ UNIR0.0 NYPERLINK. F[ 03 AIF n+A