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HomeMy WebLinkAboutEngineering g I 8 I 7 6 I 5 I 4 I 3 I 2 I 1 SCOPE OF WORK: DESIGNED PER: WINDLONu: WIND:RISK CATEGORY II SOLAR SYSTEMcoLLEcroR: APPLICABLE CODE: �"1 VOID WITHOUT RAISED ORELECfONICSEALMAYNOTBEUSEDJ S0N ENGINEER WTAtunoN DFAec1ARwA xEATWO AECEI YVD¢:AEa,IIFa.IAESLLECTOR: mu(aAEwnoN)FLogIBABUE.PWDcmE FILE,EVERY PERMIT PULLF00.EOUINES ASEALED ELLRRONIC PIAI HIED arerD,wsmA=T➢PmlEerea DESIGNED FOR 20U MPH. EXPOSURE CATEGORYD Ie�9lYse.ztlpewslYeculusw ONGINALPAPE1103"OF iNEP1AN. - ALLEN GEZELMAN 10502 HANNA RD. A SONW(SOLAR DOMESTIC NOT WATER)PLAN LUR•FLORIDA 91419 A @ INSTALLATIONS MADE JAW(IN ACCORDANCE WITH)THIS PLAN WILL NOT ADVERSELY PH.411 Rac,ese IMPACF THE ABILITY OFTHE HOST STRUCTURE TO HANDLE WIND FORCES PREDICTABLE ' LAW ASCE 7.ITIS RECOMMENDED THAT DOMESTIC HOT WATER SOLAR COLLECTORS �GVYmxnPEmm oaxhnmtPEmn e BE INSTALLED AT A TILT ANGLE FROM THE HORIZONTAL OF FROM 10-TO-40-DEGREES POOFv�nW°HG• ->- J! &FACING WITHIN 45-DEGREES OF TRUE SOUTH.THIS PLAN SHALL BE ACCOMPANIED AND Aooq PExETAAn PEfiVJBQ_.'.,` BY AN ALTERNATE PLUMBING DETAIL WHEN CONTRACTOR USES PLUMBING ARRANGEMENTS SUCH AS DRAIN-BACK,CLOSED-LOOP, ETC.COLLECTOR HEREIN " tdx1AFARmr&��1 ®i SPECIFIED HAS A WIND PRESSURE RATING OF-102 PSF•THIS GENERIC PLAN APPLIES !E a ONLY TO INSTALLATIONS IN ROOF PRESSURE ZONE 1(PZ1)OR ROOF PRESSURE ZONE 2 i PZZ PZ Vti -y `�•- @� (PZ2)-SEE DRAWINGS&WIND CALCULATIONS.INSTALLATIONS IN PZ3 REQUIRE _Z •.R! +�. T'i.' I R SITE-SPECIFIC PIANS.THE DETAILS SPECIFIED ON THIS"PAPER"PLAN ARE INTENDED TO ,(� pp 9gy PROVIDE ESSENTIAL INFORMATION NEEDED BY AHJ (AUTHORITY HAVING Ltp� ROOF -- e JURISDICTION AKA BUILDING DEPARTMENT)&INSTALLERS.USERS ARE ENCOURAGED iY ZTA TO ACCESS EV(ELECTRONIC VERSION)OF THIS PLAN ON FOR(ENGINEER OF RECORD) - Pz2B WEBPAGE-UNK/ASSISTANCE WILL BE PROVIDED UPON REQUEST.ACTIVE HYPERUNKS —VARIES — — '� - B ON EV PROVIDE EASY ACCESS TO SUPPLEMENTAL INFORMATION.EV AL50 ALLOWS VIEWER TO STUDY THE PLAN AND OEM(ORIGINAL EQUIPMENT MANUFACTURER) SOHWCOLLECTORDETAILS AT MAGNIFICATIONS OF VIEWER CHOICE UP TO 6400%.IF A CONFLICT .y.- 18 @ SHOULD OCCUR BETWEEN A DRAWING AND/OR SPECIFICATION HEREON AND AN OEM "mE: t Lpj(4FT1J: x couEaxs a DaEWRn 99 DETAIL,OEM SHALL PREVAIL.USERS ARE ENCOURAGED TO ACCESS OEM INSTALLATION oNruLr. PZ:PRE95UREZONE ... MANUALWHICH SHALL BE PROVIDED BY CONTRACTOR UPON AHJ REQUEST OR CAN BE poor ATruxYzxn uvx9asulcuawueYlnz A�`'- AIPERILU�•.:..H.. VIEWED ONLINE USING ELECTRONIC PLAN VERSION HYPERLINKS. HOLD DOWN YouxnxaxAmwEui— wNurgcTuuN IN vP•wu®m.EUFl..du"?i?; cua E wr EE AnAOun m Omw zxz YPO a. ANCHORS SHALL BE(MINIMUM)5/16TH INCH DIAMETER CRS(CORROSION RESISTANT zxm pFTxs soup WYEcroxlsl Dx Bahl STEEL-VULT ISO—MPH AND UNDER)-LAG MINIMUM DIAMETER INCREASED TO 3/8- TrPlcuaaoFixmAuwnoY PaoNrEtEVAmx. INCH IN WIND ZONES ABOVE VULT 160_MPH.TILT UP 15•DEGREES OR GREATER o1 FF,Y,m D9 ...,..�.P _ w °MIM ABOVE ROOF PLANE AT WIND SPEEDS 260-MPH OR GREATER REQUIRES SITE-SPECIFIC ENGINEERING.STANDARD ROOF ATTACHMENT SPECIFICATION:THERE SHALL BE ' MINIMUM FOUR ROOF ATTACHMENTS PER COLLECTOR(HVHZ REQUIRES 61.THESE 7 MAY BE ON SHORT OR LONG SIDE OR BOTH.MINIMUM ATTACHMENT C SHRFAD EMBEDMENTE/3.ROOF ROOF FRAMING MAY YBBE LAGS-AC IEVINGAPPROVEDSAL SOLIDNATE I E COP r• C J � LW @1 ANCHOR.APPROVED ALTERNATIVE ANCHORS INCLUDE:LAGS INTO ROOF FRAMING OR E BLOCKING(MIN 4'X4'X9'),3/8'DIAMETER J-BOLTS HOOKING FRAMING OR BLOCKING, 11 OR MIN 3/8' DIAMETER.ALL-THREAD ROD THRU SPANNER OR BLOCKING. Bz ov otunxo O w TDP Ao F-LEi CONTRACTOR SHALL USE INSTALLATION HARDWARE&FLASHINA CONTAINED IN OEM - - Faor LL a sYwarv+D� soLARwuEcroR Z INSTALLATION KITS.ALTERNATE MEANS&METHODS ACCEPTABLE TO AHJ MAY BE RgAc�r vALvuxPUR I a _ — O= C7 A USED AT CONTRACTOR'S SOLE RISK.FOR PREFERS EMAIL allen@gezelmanpe.wm ro 1 +I aFAlAxr H wA DaP � Q w E CON9TW1LTION O N usuTuse ew.wr LL w P¢r O w ZSYSTEM SCHEMATIC ma°AX utm.r vE _ O Q THI5 DRAWING SHOWS DIRER SYSTEM PLUMBING WITH 110 VOLT A/C CONTROL&PUMP. �TxAuo nD0.J o F OU THERE ARE OTHER VERSIONS(CLOSED-LOOP GLYCOL,DRAIN-BACK,PV PUMP)WHICH ARE ALSO COVERED BYTHIS SEALED PLAN,BECAUSE THE CRITICAL ELEMENTS,COLLECTOR ROOF z ragtAn MOUNTING DETAILS,REMAIN THE SAME. PLVWO uoEaT D D oECRxo iquv N TREK ANOCUT OUTRECTANOLEFOR WATER R Z COLLECTOR SENSOR CONSTRANO FILL EALANT T POURABLE WATER PROOF CONSTRUCTION BEAVW7 /{ ALIFANAIEntE gcoFYWNTWo 4TAl DE FgxYWDATTACNYDG. DT iNG•^r�+� �/ _., rvF• m m BUILDING DIVISION AEVIEWIED 77 FOF2 eoaip @s REVIEWED BY DATE. L'—'—'—'—'—'—' SOLAR LOOP oRUN gzxYDpx are Ed(aYIF nExYoxN s o,E FC YJ srANW gDYO W a a Ey(aYJ PLANS AND ER I-f SYSTEM: SOLAR LOOP ISOLATION VALVE - - Mus"RC''KLIPT AN JC}B OR GRAIN E MOTORIZED I EXPANSION TANK BOLDER rr000UE•CAP ��INCP�C't'�JN WII,L SE Et 1N@DRSti1VFmnaw� E BALL VALVE .^ Er DIFFERENTIAL CONTROL / fs"q�i°EO N00°" °F�"T TwrpwAYoux,Wo xaAOo:7 m urawoxxAr HOT WATER �8 xEz ew FrnEw• t ooiasA ns.... OUTLET' V� ImuxLEce uEFU �O.wsmn A, GOPP MgD T WAceAy BPEG g n) W' � COLD WATER INLET �8 FIASMWO� i•.: BACKUP ELECTRIC ...11'"'1�:J�' ! SHUTOFF VALVE d ELEMENT `'1?:Ell'I Euouxraw ACFAaIttx— �PACEa BI D.'n•,J �•1FFlNBNED � _ DIP TUBE ` -- qAA ALL ROOFING LEDOENDaoApxE,rr,reo.Dr I APPLY —�' R(+ ' STORAOETANK r ]I:-:::.iF:O. I TAxn suPPLr star aFP 4 I SEALANT PLVMEND TYPES JI:. ALL ROOFIN R:i•:: I r.r.tAG,uwme` '�ttE.rxEsew acgeW Rl,.I iUgFNgEe51A1E gELEFVALVE --..E TYPES t t I•]•F.•BPNPRAItYac q•`+-,Eaal $p .�`''�:::H':B: — DDNA6ogA YFYFPMa6A roc RgF1FN) F� TANK SENSOR ::.B::H PaERE1AiE PEIIFc vuvE �� pOOF PLASHING DETAIL AT EAOIPgx1Fq I p 55 I:TI.. MOTORYe BHILMET\yIQ[] Ilx1-tHEAGPBCRer BTgIMEEfa Y.r.6'ETEELANotEBPAMIFA 1LDR-DHW vu0. /-yam APPLY ROOFING SEALANT T07NE UNOERBIOE OF -wAexM .eo ruL ogWLLW F u7 TANK DRAJN v�KJPo YN�X'0 .7HEFLASHINGMEPRIORTOTHEINSTALUnON. Loatw.VHFRNNMR A}PAp,yl¢gglopl REV 09.15 F GDB TYWCK YWNnxo o¢TMERTgFOECNANCN00. 09 ' '� 10 '_ UFEPAMANr AOOPTYPE N� DL RUNYND. °a 9 1 8 1 7 6 1 5 I 4 I 3 I 2 I i r 9 8 7 6 S 4 3 2 1 THESE CALCULATIONS COV n.v105T CONDITIONS-CONTACT ENGINEER FOR DIFFERING.SEE PARAGRAPH 1609 2014 FBC FOR DETAILS NOT P2115 ROOF INTERIOR SURROUNDED BY PZ2 ROOF PERIMETER MIN 3-FT-10%LEAST BLDG L/W OR CLEAR 40%EAVE HEIGHT-PZ3 ROOF CORNERS-PZ2 LEFT-RIGHT&UP-DOWN -- A Risk II,Exposure B,up-lift pressure,psf,15-ft or FLORIOA SOLAR A less Exposure C,uplift pressure,psf,15-ft or less Exposure D,uplift pressure,psf,15-ft or less ENERGY CENTER DEGREES roof slope<7 7<roof slope<27 roof slope<7 7<roof slope<27 roof slope<7 7<roof slope<27 Design Wind Speed pZ1 PZ2 PZ3 PZ1 PZ2 PZ3 PZ3 PZ2 PZ3 PZ1 PZ2 PZ3 PZ3 PZ2 PZ3 PZ1 PZ2 PZ3 Vult-mph Vasd-mph psf psf psf psf psf psf psf psf psf psf psf •psf psf psf psf psf psf psf Certification facility; Supplier: . 110 85.2 11.1 19.9 31.0 10.0 17.7 25.9 13.4 24.1 37.5 12.0 21.4 31.3 16.3 29.3 45.5 14.6 26.0 38.0 FSEC/UCF The LeverEdge - 115' 89.1 12.1 21.8 33.8 10.9 19.3 28.3 14.6 26.3 40.9 13.2 23.4 34.2 17.8 32.0 49.7 16.0 28.4- 41.6 1679 Clearlake Road 1423 Gunn Highway 93.0 13.2 23.7 36.8 11.8 21.1 30.8 15.9 28.7 44.6 14.3 25.5 37.3 19.3 34.8 54.2 17.4 31.0 45.3 Cocoa,FL.32922 USA Odessa,FL.33556 USA 125' ;�`96.8 %,i 14.3 25.7 40.0 12.9 22.8 33.4 17.3 31.1 48.4 15.6 27.6 40.4 21.0 37.8 58.8 18.9 33.6 49.1 www•fsec.ud.edu www.theleveredge.com .j _ B 13 r - "100.7 15.4 27.8 43.2 13.9 24.7 36.1 18.7 33.6 52.3 16.8 29.9 43.7 22.7 46.9 63.6 20.4 36.3 53.1 g 135 104.6 16.7 30.0 46.6 15.0 26.6 39.0 20.2 36.3 56.4 18.1 32.2 47.2 24.5 44.1 68.6 22.0• 39.2 57.3 Certified Solar Thermal Systems 140 108.4 17.9 32.2 50.2 16.1 28.7 41.9 21.7 39.0 60.7 19.5 34.7 50.7 26.3 •47.4 73.7 23.7 42.1 61.6 145 112.3 19.2 34.6 53.8 17.3 30.7 45.0 23.3 41.9 65.1 20.9 37.2 54.4 28.2• 50.8 79.1 25.4 45.2 66.1 150 116.2 20.6 37.0 57.6 18.5 32.9 48.1 24.9 44.8 69.7 22.4 39.8 58.2 30.2 54.4 84.6 27.2 48.4 70.7 Thermal System Certification If FIEF FEF FEF _ 155 120.1 22.0 39.5 61.5 19.8 35.1 51.4 26.6 47.8 74.4 23.9 42.5 62.2 32.3 58.1 90.4 29.0 51.6 75.5 Model Type Date North Central South 160 123.9 23.4 42.1 65.5 21.1 37.4 54.7 28.3 51.0 79.3 25.5 45.3 66.2 34.4 61.9 '96.3 31.0 55.0 80.5 165 127.8 24.9 44.8 69.7 22.4 39.8 58.2 30.1 54.2 1 84.3 1 27.1 48.2 70.4 36.6 65.8 1 102.4 32.9 1 58.5 85.6 0-50-21 Pumped,Direct 300511 9/22/2034 1.70 2.70 1.70 170 131.7 26.4 47.5 74.0 23.8 42.3 61.8 32.0 57.5 89.5 28.8 51.1 74.8 38.8 69.9 108.7 34.9 62.1 90.9 C 175 135.6 28.0 50.4 78.4 25.2 44.8 65.5 93195u u6agom ra9i118 W015'IEf M544A Nt77.912. .41.1 74.1 115.2. 37.0 65.8 96.3 C 180 139.4 29.6 53.3 82.9 26.6 47.4 69.3 35.8 64.5 100.3 32.2 57.3 3,8 43.5 78.4 121.9 39.2 69.6 101.9 0-66-32 Pumped,Direct 300512 9/22/2034 1.70 1.80 1.80 185 143.3 31.3 56.3 87.6 28.2 50.0 73.2 37.8 68.1 106.0 34.1 60.6 88.6 46.0 82.8 128.7 41.4 73.6 107.6. 190 147.2 33.0 59.4 92.4 29.7 52.8 77.2 39.9 71.9 111.8 35.9 63.9 93.4 48.5 87.3 135.8 43.6 77.6 113.5 195 151.0 34.8 62.6 97.3 31.3 55.6 81.3 42.0 75.7 117.7 37.8 67.3 98.4 51.1 92.0 143.0 46.0 81.7 119.5 0-80-40 Pumped,Direct 300510 9/22/2034 2.10 2.20 2.20 200 154.9 36.6 j 65.8 . 102.4 32.9 58.5 85.5 44.2 79.6 123.9 39.8 70.8 103.5 1 53.7 96.7 150.5 1 48.4 86.0 125.7 Risk II,Exposure B,up-lift pressure,psf,30-ft or less Exposure C,uplift pressure,psf,30-ft or less Exposure D,uplift pressure,psf,30-ft or less 0-120.64 Pumped,Direct 300504 9/22/2034 4.40 4.40 4.40 DEGREES roof slope<7 7<roof slope<27 roof sl pe<7 7<roof slope<27 roof slope<7 7<roof slope<27 D Design Wind Speed pZl PZZ PZ3 PZ1 PZ2 PZ3 I PZ1 PZZ I PZ3 PZ1 PZ2 PZ3 PZ3 PZ2 PZ3 PZ1 PZ2 PZ3 D 110 85.2 11.1 19.9 31.0 10.0 17.7 25.9 15.5 27.9 43.3 13.9 24.8 36.2 18.4 33.0- 51.4 16.5 29.4 43.0 0-120.80 Pumped,Direct 300505 9/22/2034 4.40 4.40 4.40 115 89.1 12.1 21.8 33.8 10.9 19.3 28.3 16.9 30.5 47.4 15.2 27.1 39.6• 20.1 36.1 56.2 18.1 32.1 46.9 120 93.0 13.2 23.7 36.8 11.8 21.1 30.8 18.4 33.2 51.6 16.6 29.5 43.1 21.8 39.3 61.2 19.7 35.0 51.1 125 96.8 1 14.3 25.7 40.0 12.9 22.8 33.4 20.0 36.0 56.0 18.0 32.0 46.8 23.7 42.7 66.4 21.3 37.9 55.5 OPV-66-32 Pumped,Direct 300509 9/22/2034 2.40 2.60 2.60 130 100.7 15.4 27.8 43.2 13.9 24.7 36.1 21.6 38.9 60.5 19.5 34.6 50.6 25.6 46.2 71.8 23.1 41.0 60.0 135 104.6 16.7 30.0 46.6 15.0 26.6 39.0 23.3 42.0 65.3 21.0 37.3 54.6 27.6 49.8 77.4 24.9 .44.2 1 64.7 140 108.4 17.9 32.2 50.2 16.1 28.7 41.9 25.1 45.1 70.2 22.6 40.1 58.7 29.7 53.5 83.3 26.8 47.6 69.6 OPV-80-40 Pumped,Direct 300506 9/22/2034 3.20 3.50 3.50 145 112.3 19.2 34.6 53.8 17.3 30.7' 45.0 26.9 48.4 75.3 24.2 43.0 62.9 31.9 57.4 89.3 28.7 51.0 74.6 E •150 116.2 20.6 37.0 57.6 18.5 32.9 48.1 28.8 51.8 80.6 25.9 46.1 67.4 34.1 i 61.4 95.6 30.7 54.6 79.9 - E 155 120.1 22.0 39.5 61.5 . 19.8 35.1 51.4 30.7 55.3 86.1 27.7 49.2 71.9 36.4 65.6 102.1 32.8 58.3 85.3 OPV-120-64 Pumped,Direct 300507 9/22/2034 6.30 7.20 7.20 160 123.9• 23.4 42.1 65.5 21.1 37.4 54.7 32.8 59.0 91.7 29.5 52.4 76.6 38.8 69.9 108.7 35.0 62.1 90.9 165 127.8 24.9 44.8 '69.7 22.4 39.9 58.2 34.8 62.7 97.5 31.4 55.7 81.5 41.3 74.3 115.6 37.2 66.1 96.6 170 ,131.7 26.4 47.5 74.0 23.8 42.3 61.8 37.0 66.6 103.5 33.3 59.2 86.5 43.8 78:9 122.8 39.5, 70.2 102.6 OPV-120-80 Pumped,Direct 300508 9/22/2034 6.30 7.20 7.20 175 135.6 28.0 50.4 78.4 25.2 44.8 65.5 39.2 70.5 109.7 35.3 62.7 91.7 46.5 83.6 130.1. 41.8 74.3 108.7 LL20C 139.4 29.6 53.3 82.9 25.6 47.4 69.3 41.5 74.6 116.1 37.3 66.3 97.0 49.2 88.5 137.6 44.2 78.6 115.0 143.3 31.3 56.3 87.6 28.2 50.0 73.2 43.8 78.8 122.6 39.4 70.1 102.5 51.9 93.5 145.4 46.7 83.1 121.5 These systems were evaluated by the Florida Solar Energy Center(FSEC)In accordance with F 147.2 33.0 59.4 92.4 29.7 52.8 77.2 46.2 83.1 129.3 41.6 73.9 108.1 54.8 98.6 153.3 49.3 87.6 128.2 the Standards Program for Solar Domestic Water and Pool Heating Systems(FSEC Standard F 151.0 34.8 62.6 97.3 31.3 55.6 81.3 48.7 87.6 136.2 43.8 77.8 113.8 57.7 103.8 161.5 51.9 92.3 135.0 104-10)and were found to meet the minimum standards established by FSEC. 154.9 36.6 65.8 102.4 32.9 58.5 85.5 51.2 92.1 143.3 46.1 81.9 119.8 60.7 109.2 169.9 54.6 97.1 142.0 9 1 8 1 7 1 6 1 5 4 1 3 2 1 1