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HomeMy WebLinkAboutscope of work9 7 6 5 4 3 2 1 A B C AiTERRATFFHEMY TIWIV LG RS7 Ur- CorTMOUS11 em. NOTES: W A r L R H€ A r g R S SCOPE OF WORK: Solar water heating system Improvement/Retrofit The scope of work is to verity that the solar water heating system specified in this document meets the requirements set forth in Florida Building Code Residential, 6ih edit`ii 0, 0 7 . EC standard 104-10 and Florida Statutes 377.705. Nl�RO CONTRACTORINPUT: - Property Address 5 ?ns ----ouAiL , n -1(LL F- = Dlexm Customer Name: M(Zhr(i2 This solar domestic water heating system is open loop or direct as defined by the 2017 FBC R202. Circulation is by AC powered pump and a differential controller. Main system components include: Solar Collector; AE series by Alternate Energy Technologies, LLC in sizes 3x7, 4x8, and 4x10. Collector consists of a copper.absorber, closed cell insulation, low iron glass and 6061-T6 aluminum extruded side wall. Collector has been tested to 102 psf. American Water heater tank or approved equivalent in sizes of 50, 66, 80, and 120 gallon capacities. Tank is a solar/electric combination that uses a single 4500 watt element during periods of inclement weather to ensure an adequate supply of hot water. TACO stainless steel circulating pump Goldline GL30 differential controller with 2 qty 10,000 ohm thermisters Steca TR 0301 U differential controller with 2 qty 1,000 ohm sensors 1. Wind load calculations based on 2017 FBC 6th Ed Table R301.2(2) Roof Pressures, which is a modified components and cladding adjusted to .6 factor for ASD. 2. Wind force estimates' are collector area dependent. The table provided on p2 was developed using the smaller area of the AE-21 collector giving slightly higher pressures for the larger panels. This complies with FBC to use the area of 1 module or collector for wind pressure calculations. D 3. The design of this installation is based on requirements of the 2017 (6th edition) Florida Building Code (FBC) and referencing equations set forth by ASCE standard ASCE/SEI 7-10 and testing of the solar collector in accordance with TAS 202-94/ASTM E330. All aluminum structural members to be 6061-T6 with all structural steel to be low carbon galvanized steel and all hardware to be Type 304 Stainless Steel. E Fa 4. The Solar Collectors installed per these drawings are -for the Alternate Energy Technologies (AET) listings; AE-21, AE-32 and AE-40, with a maximum uplift of 51 psf for 4 mounting points and up to 68 psf (AE-40 horizontally mounted) when using 6 mounting points. 5. Collector(s) must be mounted using AET mounting hardware per the manufacturer's instrucions in order to obtain the listed wind rating. 6. Wet collector load is under 5 psf total for all 7. When flush mounted to the roof with AET mounting hardware, the air gap between the collector and the roof is between 2" to 10" thus eliminating the collector from being considered as part of the building envelope. 8. In all cases, the installation contractor must comply to a(HJ r u 9. Piping to be Type L copper Hard or annealed, 1/2" di - 1 INDEX OF DRAWINGS Page Title Content Rev Date Notes A-101 Cover paged Site plan, index, notes 00/00 1 A-102 Wind. Developed chart for 2017 FBC Table R301.2(2) Roof Pressures 00/00 1 P-101 Pluml;ing ,' < <. r jystem schematics 00/00 1 S-101 Attkhnnen'ts '-Y ,`Mefilrrt;ng hardware, flashings, attachments 00/00 1 S-102 Aftaphmes`s,� ) I MoI nting details 00/00 1 S-103 . •Attachments', Flat Foo4 mounting details 00/00 2 S-104 At}achmgr)t,-K a"` AET. collector, HWHZ 51 <PSF<68 00/00 2 Z-101 T$,I : g 'C_'er,ifications 0-50-21 and 066-32 00/00 2 Z-102 �. ; .. : ar- l � > - F$EC' _ `,. : - b-- iMcations 0-80-40 and 0-120-64 00/00 2 Z-103 FSEC-" ,` �� - r .� ' - Ceii ifications 0-120-80 and AET letter 00/00 1 Z-104 Lag Bolt 1"� Lag bolt evaluation APPLICABLE CODES, STANDARDS, and CERTIFICATIONS - 2017 (6th edition) Florida Building Code. Specifically chapter 14, solar systems - ASCE 7-10 Minimum Design Loads for Buildings and Other Structures - NSF/ANSI 61 relating to lead standards in Potable water systems - Florida Statute Section 377.705 requiring FSEC or approved certifications - FSEC 104-10 "Florida Standards for Design and Installation of Solar Thermal Systems" NOTES 1. Drawings, calculations, tables developed requiring a PE seal and signature 2. Support documents, cut sheets, tables, reprints from publications such as ASCE 7-10; and shop drawings that do not require a PE seal and signature - ENGINEER: I JOHN ALGER- 4105 SAINT JOHN'S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jalger@theleveredge.com State License # 74730 PROVIDER: THE LEVEREDGE 1423 Gunn Highway Odessa, R. 33556 813-403-5100 Certificate of Authorization #" 31930 =BY-. DATE: 11/4/2016 9:30 AM 1 LDR-O-AC-AE Rev. 12.15.17 CONTRACTOR REQUIRED TO INDICATE SYSTEM SIZE BY SELECTING THE CORRESPONDING BOX BELOW. Select one from the list below: 0-50-21 0-66-32 FSEC# 300511 FSEC# 300512 4 0-80-40 0-120-64 <FiEC#300510 FSEC# 300504 0-120-80 FSEC# 300505 Wnerei-0—=open direct system first numbers are tank size, second numbers are array area. All are AC active pumped using a different controller with sensors._ ST. LUCIE COUNT Y BUILDING DIVISION R. EV'IEWF- FOR 00"R REVIEWED By ®ATE PLAN fJ ANERMt1' t l]8i piaXgP'It.J013 OR r A B c LC E F Table R301.2(2) interpolated to effective area of lgty 21sq ft modure or collector j Exposure B, mean roof height 30 ft and under: Kd = .85, KA =1 I I I roof Roof 1301 1 1401 1501 160j 165.1701 175 pitch Zones down uplift down uplift down uplift down uplift down uplift down uplift down uplift 1 10 -17 10 .20 9.2 -23 10.6 -26 1L3 -28 11.9 30 12.6 -32.1 0-7 deg 2 10 .26.9 10 30.8 9.2 -35.8 10.6 -40.8 1L3 -43.3 11.9 -45.8 12.6 -49 -- 3 10 -37.6 10 -43.6 9.2 -49.S 10.6 -56.5 11.3 -60.5 11.9 -64.4 12.6 -68.4 1 10 -16 1L1 -18 12.7 349 14.4 -24 15A -25.5 16.3 .27 17.3 1 -29 8 - 27 deg 2 10 -25.9 1L1 -30.9 12.7 1 -52.8 14.4 -39.8 15.4 1 -42.3 16.3 -44.8 17.3 -47.9 3 10 39.9 11.1 -45.9 12.7 •22.9 14A -59.8 15A -63.8 16.3 -67.8 17.3 -72.4 1 16.2 .17 is's -19.9 2L6 -24.6 24.6 -25.9 26.2 -27.4 27.7 -289 29.4 3L9 28-45-deg 2 16.2 1 .20 18.8 -23 2L6 -269 24.6 -30 26.2 -32 27.7 -33.9 29A 36.5 3 1 16,2 1 20 18.8 .23 21.6 -26S 24.6 30 26.2 -32 27.7 -33.9 29.4 -36.5 I Exposure C, mean roof freight 15 ft and under, Kd =.85, Kzt =1 and Lambda (adjustment factor) =1.21 roof Roof 130 140' 1501 1601 1455.1701 pitch Zones down uplift down uplift down uplift down uplift down uplift down upliftawnj� K�,j upfif; 1 12.1 -20.6 12.1 -24.2 11.1 -27.8 12.8 -31.5 13.7 33.9 14.4 -36.3 0-7 deg 2 12.1 32.5 12.1 37.3 11.1 -43.3 12.8 -49.4 13.7 -52.4 14.4 -55.4 1�15 2 -53 3ti ' 3 123 -45.5 12.1 .52.8 1L1 -59.9 12.8 -68.4 13.7 -73.2 14.4 77.9 1 12.1 -19.4 13.4 -21.8 15.4 42.2 17.4 -29.0 18.6 30.9 19.7 32 7 8 - 27 deg 2 12.11�31.313.4 37.4 15.4 .63.9 17.4 -48.2 18.6 -51.2 19.7 -54.2 2gkq F3 12.113,4 -55.5 15.4 27.7 17.4 -724 18.fi -77.2 i9.7 -82 0 i ; 20 , f- 7j§1 19,622.7 -74.1 26,1 -29.8 29.8 31.3 313 -33.2 33.5 -35.0 i 5 fii P.z�6j f28 - 45 de 2 19.fi22.7 27.8 261 -32.5 29.8 36,3 31.7 38.7 33.5 -4i.05 is a " .23 19.622.7 -27.8 2fi.1 -32.5 29.9 36.3 31.7 -38.7 33.5 .41.0E 3S.b yP 44.1 Exposure C, mean roof height 15 - 30% Kd =.85, Kzt =1 and Lambda (adjustment factor) = 1.4 roof Roof 130.1401 1501 160' 165 1701 175 pitch Zones down uplift - down uplift down I uplift down uplift down uplift down uplift down uplift 1 14.0 -23.8 14.0 -28.0 129 32.2 14.8 -36.4 15.8 39.2 16.7 -42.0 17.6- --44.9- 0-7 deg 2 14.0 .37.7 14.0 -43.1 12.9 -501 14.8 .57.1 15.8 -60.6 16.7 .64.1 17.6 -68.6 3 140 .52.6 14.0 -61.0 17-9 -69.3 14.8 -79.1 15.8 -84.7 16.7 -90.2 17.6 95.8 1 14.0 -22.4 15.5 •25.2 170 48.9 201 33.6 2L6 -35.7 22.8 -37.8 24.2 -40.6 8 - 27 deg 2 14.0 -36.3 1.5.5 1-43.3 178t .73.9 20.2 -55.7 21.6 -59.2 22.8 -62.7 24.2 -67.1 3 14.0 -55.9 15.5 -64.3 -17.8 32.1 20.2 -83.7 21L -89.3 22.8 -94.9 24.2 -101.4 1 22.7 -23.8 26.3 27.9 30.2 34.4 34.4 36.3 36.7 33.4 38.8 -40.5 41.2 44.7 28 - 45 deg 2 22.7 -28.0 26.3 -32.2 30.2 .37.7 34.4 .42.0 361 -44.8 38.8 .47.5 4L2 -51.1 3 22.7 -28.0 26.3 -32.2 30.2 -37.7 34.4 .42.0 36.7 .43.8 38.8 -475 1 41.2 -51.1 Exposure D, mean roof height 15 ft and under, Kd =.85, Kzt =1 and Lambda( adjustment factor) = L47 roof Roof 1301 1401 150 160 1651 1701 175 pitch - Zones _ down uplift down uplift down uplift down uplift down uplift down uplift down uplift 1 149 -25.0 - 14.7 -29.4 -135 -33.8 15.6 .38.2 16.6 .41.2 17.5 -44.1 18.5 -47.2 6.7deg .. 2 14.7- 39.5 14.7 -45.3 13.5 -52.6 15.6 -60.0 16.6 -63.7 17.5 -67.3 18.5 72.0 1-- 3 14.7- -55.3 14.7 •64.1 13.5 -72.8 15.6 .83.1 16.6 -88.9 17.5 -94.7 185 -100S 1 _ .143 ; , :,.; 235 16.3 - -26.5 18.7 5L3 21.2 • . -35.3 .22.6 -37.5 24.0. _ -39.7 25.4 -42.6 8 - 27 deg -- - _2_ _14.7 38.1 16.3 45.4 18.7 -77.6 2L2 -58.5 22.6 -62.2 24.0 -65.9 25.4 -70.4 16-3 .67.5 18.7 .33.7 2L2 -87.9 22.6 -93.8 24.0 99.7 25.4 -106.4 1 23.8• -Z5.0 27.5 -29.3 31.8 -36.2 36.2 -38.1 38.5 -40.3 40.7 -42.5 43.2 469 28 - 45 deg 2 '. - _ 23.8 ' ' -29.4 27.6 ' -33.9 3L8 -39.5 36.2 -44.1 38.5 -47.0 40.7 -49.8 43.2 -53.7 3 27.6 -33.8 37..8 1 .39.5 36.2 .44.1 385 -47.0 40.7 .49.8 43.2 -53.7 Exposure D, mean roof height 15 to 30 ; Kd =.85, Kzt=1 and adjustment factor= L6fi I 1 roof Roof 1301 140 150l 160 165 170 175 i kiii Zones down uplift down uplift down Juplift down Juplift down uplift down uplift down uplift 1 16.6 - 8:? • ` lfi.fi -33.2 15.3 1 -38.2 17.6 43.2 18.8 .46.5 19.8 -49.8 209 -53.3 07deg 2 16.6.'• .7;,:`, .6, -51.1 15.3 .59.4 17.6 .67.7 18.8 -71.9 19.8 -76.0 20.9 .81.3 3 16.6' ! 2 4 15.3 82,2 17.6 -93.8 18 8 -100.4 19.8 -106.9 20.9 -113.5 1 1.6.f) f -26.6t, , UA i29.9`. 2L1 57.9 23.9 .39.8 25.6 -42.3 27.1 -44.8 28.7 -48.1 8 - 27 deg _ 2 :" 16 a `93.0 18.4 -5i.3 - . 21.1 -87.6 23.9 -66.1 25.6 -70.2 27A -74.4 1 28.7 -79.5 3 ° . 1616 18.41 -75.2 2L1 -38.0 23.9 99.3 25.6 -105.9 273 .112.5 293 -120.2 1 » 26.6 -28.2 31.2 .33.'0, 35.9 -40.8 40.8 -43.0 435 -455 46.0 -48.0 48.8 53.0 ��!-�45dg 2 26.9 -33.2 .l •i3112.'' -3 .2 ..: 35.9 -44.7 40.8 -49.8 43.5 -53.1 46.0 -56.3 48,8 -60.6 3 ' , 26.p '. 3 .2 31.2, r38,2 .- 35.9 -44.7 40.8 -49.8 43.5 -53.1 46.0 -56.3 483 <60.6 Per Florida Building Code; elf ctiye rt .� Ea b! bken•as rho surface area of 1 module or panel Tables interpolated from 2017, F)erida Building t ocl� Rii. ident"tai, 6th Edition (2017) Page 25 as allowed for effective area - -�-.--.,-•-•�.-ice-+-=-'�- Table values have been adjusted r4n&r&aldulat6d for height and exposure using adjustment coefficients In Table 301.2.3 Table va]u -have already lea been mu t(pl'►zo' ,y .€� tatonvert component and adding pressures to ASD• Values given in PSF ( pounds per sq ft pressure). Positive values Indicate down force, negative values indicate uplift i l ��i , ' HOW TO USE THIS TABLE AND FIGURE: 1. Determine wind zones on roof from figure. "a" is 4 ft in all cases. 2. Obtain the wind speed from the local authority having jurisdiction. 3. Note roof pitch and mean elevation (height) of the roof and round up. Example: mean roof elevation is 16 ft, use 30 ft. 4. Pick the table that fits the exposure and mean roof height. Example: Category C exposure - site conditions with some flat areas and 15 ft means the mean roof height is no taller than 15 ft. Mean roof height is the average of the ridge and eve heights. 5. Locate the column for the wind speed and circle the down force and uplift pressures for the three roof pressure zones. 6. Uplift pressures up to and including 51 psf can use standard mounting hardware with 4 mounts per panel. 4x10 can only be mounted on the 10 ft long sides due to panel deflection. For panels mounting in roof zones 52 psf to 68 psf, high wind mounts for the 4x10 panel, 6 mount attachments must be used. ENGINEER: JOHN ALGER ,, 4105 SAINT JOHN'S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jaiger@theleveredge.com State License # 74730 0 PROVIDER: THE LEVEREOGE 1423 Gunn Highway Odessa, FL33556 813-403-5100 Certificate of Authorizafion fk 31930 DRAWN BY: JOHN ALGER, PE DATE 11/4/2016 9:30. 1 LDR-O-AC-AE Rev.12.15.17 NOTES: ^ r r • - ,-' 1. Pressures shown are applied normal to the surface, CIOCn « for exposure B, at h=30 ft (9.1 m). Adjust to other °C I conditions using -Equation 30.5-1. #s 2. Plus and minus signs signify pressures acting toward o r _ and away from the surfaces, respectively. >, �� r ;y P y LU h: Mean roof height, in feet (meters), except that 9 itT+f#e trivis'ti-stx.- eave height shall be used for roof angles <10°. 0 r } 0: Angle of plane of roof from horizontal in degrees. l r s K o E o `4 n � t ,t I•i,, a. �1 �I,'i'j� ................................................................................................ A-102 TYPICAL "ACO PUMP SYSTEM TYPICAL 'DC" PUMP SYSTEM AIR VENT AIR VENT COLLECT= SENSOR PRESSURE RELIEF VALVE MIRE RELIEF VALVE 1 FREEZE PROTECTION VALVE j ffirulmij] F PROTECTION VALVE F;1 j II SOLAR THERMAL PV PANEL i SOLAR THERMAL COLLECTOR COLLECTOR j DRAIN DIFFERENTIAL BRAIN VALVE(S) DRAIN VALVE(S) TEMPERATURE CONTROL CIRCULATION VALVE, ELECTRIC CIRCULATION PUMP ANTI -SIPHON VALVE, MECHANICALPUNP- ISOLATION VIA7LVE-, FANTI-SWn4M0M CW FROM SERVICE ISOLATION CW FROM SERVICE THERMOMETER 4P HW TO FIXTURES 4 ' 91 ISOLATION VALVE -r THERMOMETER HW TO FIXTURES ISOLATION VALVE — T I f HI -LIMIT SENSOR TAW THE BRAIN BRAIN V E VALVE M WE! SOLAR STORAGE TANK SOLAR STORAGE TANK W ELECTRIC BACKUP W/ ELECTRIC BACKUP 5 t�dtrlCl, I jhq ood 10.4i . PIPING SCHEMATICS AC AND DC 1' 1"s w"11 410 the 41tow" "VI'V41=1 010... PUMPED SYSTEMS I 01JONA. FL 1351% Meets requirements of 2017 Florida Building Code 6th edition Residential Section 2802.1 for mixing valve and temperature indicator at the mixing valve outlet. REVISIONS D4A%%%G 1hf0-1MATMh DATE j h Ts. P-10i D4A%%%G 1hf0-1MATMh DATE j h Ts. P-10i was TYPICAL 2 IFANEL AC PUMPED SYSTEM Print Date: September, 2014' ©.2014 University of Central Florida. ECl.U.G n i679:CF ariake *c'�ay3..4 Cocoa. Florida 32022� j321) 63&1426 Fax{321) 638 IOi:t);� www:fsec uef edu _.�. SOLAR, WATER HEATING SYSTEM (AQ RETROFIT �11,' I I f`Itdallll111 I . r.MrAf1•I',TFA�SIY�1• C.� Y. 1 S. ,na 1,V,�r� n t *fir j f+l y x PLI mn6/NQ DAEA",.S ' ,I f� i fir, NtHV, r, rurv-8. nrA¢,.z r.�'rnz Fxil:ti�)' LII �,;liialsa'f r�xlatntNbDril �#tl-t.�i9NW13 ,»rY., re;lrcrilhltl'hu &Var aDPrcal[on. COMPOM T t.EQEND M 1NO. DEEIGRIPTIDH 3TURAODWATER HEATER 2 DtiFERE'NM_TsdI+CANiROL ` 1111Y iNtCi3ik t;R3l hEltilT, 4 1 HEb617131 UILlSk:I� SUH ti iIRIt! C: 8 SUPPLY'$NUTi' W VALVE H 1 1L'3 /1 VUCN I.INIMN VAI,YI�' ORC111 AMON PLIMP - O.'k I ISOLAMON DALL VALVCM 9,1 Mrk DnAINM) 10 F.."URF RFI IFFVAI.VF 11 CTt:)rc 12 Ah3T1• MtIPHOV'VALVL- 1s i41R V .' .... OPTIONAftMA PICAL 1-PANEL AC PUMPED SYSTEJ 'I Horizontal mounting is permissable particularly for the 4x10 in HVHZ areas. Print Date: September, 2014 ` © 2014 University of Central Florida. FSECIUCF 1679 Clearlake Road Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 www.Isee.ucf.edu P-101 m ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS (MOUNTING HARDWARE ALTERNATIVES) 2e - 32" RACK MOUNT MOUNTING CLIP OPTIONS FLUSH MOUNT .......... 1) THE SOLAR C(XLECTOR INSTALLATION AS DETAILED IN THIS DRAWINGS I FOR THE INSTAUAMON OF ALTERNATE ENERGY TECHNOLOGIES AE-SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE FOOT (PSFj 2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE. ASCE 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH PA 202 (TAS 202-94), ASTM E $30 3) THE INSTALLATION $HALL UTILIZE HARDWARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THIS DRAWING. 4) ALL ALUMINUM STRUCTURAL MEMBERS TO BE 6061-T6. ALL STRUCTURAL STEEL MEMBERS TO BE LOW CARBON GALVANIZED STEEL, AND ALL HARDWARE (BOLTS. NUTS. ETC) TO BE STAINLESS STEEL PER FBC 2017 6th-.Ed., COLLECTORS MUST BE SRCC OG1 00 LISTED. AEA --SERIES COLLECTORS MODEL ABSbRBER I WIDTH 'LENGTH - SRCC# AE--21 SELECTIVE �35.1876' -185.1875P 10001940 1 AE-24 SELECTIVE B 35,1874- 97.1875" 10001943 SELECTIVE 47.107V 1 77.18757 2011058A AE-32 SELECTIVE 17-1877 97,187F 0�ffis 10001 AE40 SELECTIVE 47A87T 121.1875- 10001820 DESIGN WIND PRESSURE MAXIMUM SUCTION UPI 68 PSF REVISIONS REV CAT E I BY-] hem wAtm an etinaia Ca® WALE. I vf'M#L*vo&doTtmu" 1423 GVrm ftw&y wftw ewrwit'" Loot M 0"ajL 335M S-101 S-101 TYPICAL INSTALLATION DETAIL (STANDING SEAM METAL ROOF) PA"umff CUP Cis SCHNECTTi148 DETAIL VO4 &KWA0ltWd"XAP AkPQl FOAPR1YAU,9tARLCRQN -laxi'mi Rav ARM 5C,t4x3t Ic( CAPSCREKW Ft'lT V WAM uoWim CKAWEL z:. IESII�I WIND PRESSURE IIAMMIUM SUCTION UPI I ! 8.8 PSF ,---=n SOVTiOW&UTOR r 1 s ^ j FRT 8 t' U z TTaSs LAG DOLTS ATE TO BE ZW DIA14ETMAND MUST PFJ!FETE TW- RAFTER MEMBERAAMNtMUMOF 3'. PILOT HOLES S}=LD BE DRILLS WO THE CENTERIME OFTHE RAFTER ANO SHOULD BE, 0tiYH $ T3Kz OF THE BOLT DIAMETER, APPLY A LIBERAL AMOUNT OFROOF SEALANT OR A SEALAW PAD AROUND THE OPER PN T,O S G � i� T}iE M UNTING URACW—T, ALL cxT�:T[ HARCriYA1 (EtLTS{s';�rAFI+ERs) TO SE ST AIL7 S5 STEM — THIS DETAILBYTHE DeSIGN ARCHIITECT OR E@kti NEER TO 6E CAPABLE MANDIX40 ADOMONAL LIPAG§. 3V' 10x1'HCKC:AP 8CREVA W FTAT WASHER AFiT RACES MMM Mc"+tlt ma wxw um 118'-20XvxK" s w ! SPACLREL= ASRGWO — F its A)M FOR P�PMU1IIOWW C" idO flROOfs UUM 10THREADEDR QALANT OR HE?[ CAP SCRF ItIlSBELt 3FAI ANT TEitAAfiCL1T AR MOUNTING SPANNER M(i tifil STEEL' +� Ir �_ _ SPACER STRUCTURE F (AS REOUIRED) € 1-10D NALL OR S£it>r4V AT EACH RAFTER RIK914AV SPANNER BOLTS TO BE 1/2" DIAMETER, STAINLESS STEEL, WHERE HEX CAP SCREWS ARE USED IN PLACE OF THREADED ROD, THE SCREW LENGTH VARIES WITH THE ROOF CONSTRUCTION AND SPANNER MEMBER USED. SPACER BLOCKS SHALL BE INSTALLED WITHIN 1" OF THE THRU-BOLT WHEN THRU-BOLT IS WITHIN 2"OF A RAFTER. ONLY ONE SPACE BLOCK WILL BE REQUIRED ON THE OPPOSITE SIDE OF THE BOLT, AWAY FROM THE RAFTER. TWO SPACER BLOCKS ARE REQUIRED WHEN THE BOLT IS MORE THAN 2" FROM THE RAFTER. WHEN THE MOUNTING PROVISIONS OF ADJACENT COLLECTORS ARE INSTALLED SIDE BY SIDE AND THE THRU-BOLTS ARE 1 1/2" OR MORE APART, IT WILL BE NECESSARY TO HAVE AT LEAST ONE SPACER BLOCK (OR RAFTER) BETWEEN BOLTS. SEALANT IS REQUIRED BETWEEN MOUNTING BLOCK AND SHINGLES/ SHEATHING. BOLT HOLES SHALL BE SEALED TO PREVENT MOISTURE PENETRATION. BLACK It 61 - i -: s-» i r i 3 la�49Un7 .....t 4 t�S t 4!P fT-KJ3ii tq�tf tld6lalu. t1Vfli KHftNBlID/4i'bniSa �YNfMlf4Y+p t9MlLiiY2A cw STANXSS STEEL FIAT WASH14R, LC+CKWASAEt AND NUT aw—EEM19—GRUM DESIGN WIND PRESSURE 1I011[*IlllIt" SECTION VMW A,A SPA DUPJ . RikilidAFtfq fgPU96§D�i[/5�4 OIatYl'tl i110MltKtl00@'SAR ,uatta�r QW r oVuMC9 TYPICAL INSTALLATM DETAIL 0NCW4EDMLJs ROOF) 9.1LTITG"kAFM AT I" AMK3LSip(. rX,V AWZR(16r5C SE STTELFLAT• 2'xB' ERCMSOC ` — V HMLWKWA5RM x542"x tTK$`STERAM(k AMNUT i s aTKcas __ REVISIONS tl+nt�u L s Tlte¢�r' c�diSeii2¢nan9 wash ar oESttiKRTiO, x24 s ) t �zsz�rzriamcn,sD.e osrdsxar 1&2Z(-,m , evAsxes s4.et6xonitFe S-102 tts�t,nraae�tAaLeadk#O, 1�3txs�t`1�1c mpomm r h. CAP 6CFiGiN Mai OCR[- �r 4 S-102 NUALLATION bETAILS - FLAT WOOUPRAMP., ROOF TypickLiNsTALLATIOUPETAIL (r-LAT,VVOOD FRAME ROOF) cup WAS FINISH90 HFX NUT - W-ISFINMED CAP SCREW TRIANOWR WCIMT soles fIliE; 'CA0.PCREW 3W-J!S,Xj-TVHEX OWSCREW TRLANOULAR14OUIMNO BRACKE` CONNECTION DETAIL,,, M"VOACTURERS f1M,0WARE FOR TILTED.. MOUNT OR FLA. PAN r xv x ur sQuARE AtumINIUMTUSING (2 POA STANDARD IWO— U'WING TO 52PSF, 3 CITY FdR, WK WI ND ZONES MAMMUM LENGTH Of TUBING V--i4''FIJR X30 DEGREE ANGLE AND HORIZONTALLY MOWtti) tbiLECTOR, IN'HVHZ:ZONES' lm,"-20xiwHEX OAP St WAS X P HE)( '0060AM SPACEA-6L6CX' PITCH POCKET`' (PAN) C0NNECn0NiDE,*jTA FOR*bUhT0N'FLATP= I VSePITCHPAN FEED lir'MRIZADED ROD URETW4E, OR HEXCAP.SCREVV* RUBBER1 (STAINLESS STEE4 R60F STRUCTORt 1 - 10D'NAIL OR SCREW AT EAdJ4 RAFTER 2`X � SOMNER (10"00 RAFTERS), TRIAN(MARMOUNTING BRACKET -.'SPACER (AS AliQUIRED) 11,4DMILOR,SCREW Af EACH t P4d IM 6LOC K STAINLESS STEEL FLAT WASKiR; WCKWASHER VID'NUT I Spacer forks -shall be Installed-wiihin'll of th4thru-bolt When thru-bolt I is within 2."f,o a -rafter, onlyone spater block will be�require&on the opposite s'Ide,of the bolt, away,fromthe rafter :3 Two Spacer Blocks are, required,with.the bolt Whore thah.2" from the rafter/truss. 4 When the mounting'prqVIslons ofadjacent collectors are installed side and'the thru-bolts-Arb lrIP2'or more. apart; it will 11 be necessary to have at least one spacer block or rafter between bolts 5 Sealants are r4quired.ketwpgri mounting block and shipgles/sheathing. Bolt ,Holts shall he seated to prevent moisture -penetration. '6 Steel Angle Spanner (;"k2!'x3/iW) may besdbtituted for wood spanner. *H,extap Screvlenj#h Varl6t.with roof construction- and spanner design. 1, Th SolarZollettorlh'sWifitl6h As*ollid W-tbese drawings'is'fiok the installation of Alternate Energy-Technf,olqges At'-Series,,.C61iectciis-orrstruddres subjected .tozmaximum:up 'lifi-ptessure-6fSlpsffora4.-pOrit=mooktl6g�and st6h'd;ird-inouqti,-ng .Nrd.W4r,ieand upto;68,-psf.fcrh6rizdntalinobntifigMth6fiiotintin#pot6t.andHvHzhardware 2 Theftlesiga of , this Instilladowls.based.on reqUirement.sof the 2,617 Florida gulldingtode,,AS M-7-10 Minimum-Desfgn.Loadsfor Buildings arntotffet'Structur�es,and te ingofthe� Wtdllicto 0 -so e- rs- InAccor,d onte with"PA-202 i TAS202-94), -ASTM E $30 3- The installation shall utilitziehardware proWded by--the-manufacturer as noted in thesedrawings 4 All aluminum,strugural membem."to he 0061-T-6. A11,Structqral Steel members toble, loW carbon, galvanized steel, and all hardware fbob, nuts,.v.vzIithers)to: be "Wesssteel, BUILTSUP APPLY., ROWING SML*T ROOF FLASHING DETAIL APPLY ROOFWG $EALAW 70 THE UNDERSIDE OF THE FLAMING BASE PRIOR TO.INSTAUATION 1tr THREADED ROD OR HEX CAP SCREW (STAWLE§S _Sji TRIANGULAR MOUNTING PITCH AN PITCH SPACER AS REWIRED WCH PAN DF-TAIL M Cartificate of Authoi-kation, DESM VAND PREMIRE RMSIONS _af.V GATE DES"Imm 1423 Gunn Highway 51930 MAXMM tMUFF PRESWRF- 1423 cum Ko". Odassa, FIL 83556 61 PSr - WITH 4 POINT MOUNTING AND STANDARD HARDWARE 06nwFL MSG 813-4,90-3400 State 1: 60 PSfWMU POINT MOUNTING AND WWAAROWARE .•I � 74730 S-103 CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER: �'" MODEL: OPV-80-40 SECI" The LeverEdge THERMAL SYSTEM Pumped, Direct 1423 Gunn Highway TYPE. Odessa, FL 33556 USA - _ www.theleveredge.com CERTIFICATION #: 300506 Original September 22, 2014 Certification: Expiration Date: September 22, 2034 This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems (FSEC Standard 104-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energy Factors (FEF) for this system are: FEF North (FEF,,,) FEF Central (FEF,) FEF South (FEFs) 3.20 3.50 3.50 Option Collector Panel Collector Panel Collector Panel quantity Total Panel area Total Panel area Manufacturer Certification Number Model Number 1 Alternate Energy 00090N AE-40 1 3.70 (m') 39.79 (ft') Technologies 2 Alternate Energy 00215N MSC40 1 3.76 (m') 40.52 (ft') Technologies 3 Alternate Energy 00081N AE-21 2 3:86 (m2) 41.54 (ft') Technologies 4 Alternate Energy 00213N MSC-21 2 4.00 (m') 43 (ft-) Technologies Tank Manufacturer Model Capacity Type Equivalent Tank may be substitued Rheem I 81 VR80U 1 303 liter Solar I YES Pump Manufacturer Model Number Power Draw Type Ivan Labs SID 10PV SS low Centrifugal March 809-BR-12/24 48 W Centrifugal Ivan -Labs Md 10PV 10 UV -Centrifugal Laing DC-201 WIM 3 W Centrifugal Controller Manufacturer Model Number Type Solartech SPM010P PV BP SX-310J PV AEE AE-10ST PV Freeze Protection 1: Freeze valve Freeze Protection 2: Recirculation REMARKS: Technlcal director ` F Print Date: April, 2017 =' •-_ © 2014 University of Central Florida. FSEC/U y F 1679 Cfearlake Road Cocoa, Florida 32922 ♦ (321) 638-1426 Fax (321) 638-1010 www.fsec.uGf.edu ` ! Page t of 2 CERTIFIED SOLAR THERMAL SYSTEM S, SUPPLIER: The LeverEd a 9Pumped, MODEL: OPV-66-32 -. _ THERMAL SYSTEM Direct 1423 Gunn Highway TYPE: Odessa, FL 33556 USA www.theleveredge.com CERTIFICATION #: 300509 Original September 22, 2014 Certification: Expiration Date: Septemb 2, 2034 This system was evalu d by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for S omestic Water and Pool Heating Systems (FSEC ndard 104-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energy F rs (FEF) for this system are: FEF North (FEFN) N FEF Central (FEFc) FEF South (FEFs) - 2.40 2.60 2.60 Option Collector Panel (lector Panel Collector Panel Quantity Total Panel area Total Panel area Manufacturer . cation Number Model Number 1 Alternate Energy Technologies 0008 AE-32 1 2.96 (m') 31.91 (ft') 2 Alternate Energy Technologies 00214N MSC-32 3.35 VA Tank Manufacturer Model Capacity Type Equivalent Tank may be substitued UL listed conventional 66 Existing gallon tank retrofitted for solar liter Solar YES application k WA Pump Manufacturer Model Number Power Draw Type Ivan Labs SID 10PV SS _ low Centrifugal March 809-BR-12/24 48 W Centrifugal Ivan Labs El Sid 10PV low Centrifugal Laing DC-201 w/IM 3 W Centrifugal Controller Manufacturer M Number Type Solartech S 0101, PV BP -310J JK PV AEE E-10ST PV Freeze Protection 1: Freeze valve Freeze Protection 2: Recirculation REMARKS: Z-101 • -r -• r r , ! # • tilp r tt' 'b i « . a'� f6M i tl4; i • d ,'.` a i _ S-104 0 2017 FBC specific code references: M2301.1 General - covers general requirements of solar water heating systems for potable water. 607.5 Piping on the cold and hot water connections to the water heater must be insulated with 1/2" wall thickness Elastomeric tube insulation M2301.2 Complies with the design installation requirements set by the manufacturer M2301.2.6 No expansion tank required for the solar system as it is an open system whereby potable water is circulated through the collector. Water expansion is factored into the hot water system of the dwelling unless CPVC pipe is used. In this case, a 2- gallon expansion tank must be installed on the cold water inlet to the tank or as may be required by local AHJ's. M2301.4 Prohibited heat transfer fuids does not apply to these systems which use potable water in the collector loop. M2902.5.5.3 Solar water heating system complies with requirements set forth covering direct system where potable water comes in contact with system components. P2801.6 and P2801.6.1 references water heater drain pan size and drains. Drain not required if not previously installed. Drain pan supplied by others, must comply with this section. P2802 is a new code relating to solar water heating mixing and isolation valves. P2802.1 relates to isolation valves on the cold water feed to the water heater. P504.1 for antisiphon is met by use of a small hole in the cold water inlet pipe as listed in code. 1. Assume, highest rated collector ptessure.of 68 pej 2. Assume 6 point HVHZ mounting 3. AET'AE Series collectorvith factory mounting. hardware 4 embedment Tablelag withdrawal: Refer to the National design Specification'4orftod Construction 2012 Edition A forbolts �. �, IN 1 # _FM � [+Za I �Djwjlotqf.�► T. SMEAR Assume the side -Wall area.on the 10 ft side for4ffected area for l(ateralljoading (w*_ Area i. 44 -- sqft .dfer to the Seftmic Design,M§nual, 2003 edition #..& 84 Conclusion: 3/V x embedment,lag bolfls- adequate for this.application up to the rating of the icolleator. MOT ROPMG SEAUW PLYVVP�M _­` , I nirtme, . @t 3 LT_ l U 1119*21:1.0-1121 s, rakXXECE ' FU THE RAFTER �AND SHOULD BE BETWEEN 50-76%, OF THE BOLT DIAMETER. . low _. am_._. Z-104