Loading...
HomeMy WebLinkAboutROOF LAYOUTp 9 8 7 s P 4 3 2 1 A B C D E F ■■■■■■■■■■■■■MIN■■■■■■■■■ MINIM■■■■■� i.liR.�■�� .MIL■■■■ ■■■■NNE IMENNEENEEIM T �i1. r.'s ; , , U; , , _ ; IM■■■MI �■■IM■ ■■NN■■ ■�� - . ■NNI■■■■ ■■■■MIN■ go ■■3.' " ' . iMI■■1 11■■■ ■■■■■MIN ■■! .:fly ,, ■■� NNIMIM 10011010100110,�"it P :., ■I ■■■■ ■N■■N■■LNENE •1; __ _�_�NIM■ NOTES: 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 5th edition (2014), FSEC standard 104-10 and Florida Statutes 377.705. CONTRACTOR INPUT - Property A Customer Basic Wind Speed from AHJ or ASCE 7-10 tables: r2� e' T .4-0 P� -z - Exposure: Urban/Suburban with similar surrounding buildings and vegatation (Category C) or next to an open field, lake, mud or salt flats, or the ocean (Category D). State Category_ Elevation of roof: (use mean elevation for pitched roofs ie: the average height) ft Pitch of roof (must be under 45 degrees): I" LtS `JeS,(� &--' List building dimensions: Length ft Width Height ft List 10% of least horizontal dimension: 40% of eve height: ft List 4% of least horizontal dimension: List the smallest of those 3 dimensions_ but not less than 3 fi Rafter or truss on center spacing: inches O.C. 1. Wind load calculations based on ASCE 7-10 Components & Cladding simplified method and include factors for combined dead and windloads. (ASD ASCE 7-10 2.4.1 basic combinations) 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. 3.. The design of this installation is based on requirements of the 2014 (5th 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. This is the "a" offset 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 models. 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 with any local AHJ requirements. 9. Piping to be Type L copper Hard or annealed, 1/2" dia. INDEX OF DRAWINGS Page � vw a c Title�p, p Content Rev Date Notes A-101 _ -Goverr'page"O",% � Site plan, index, notes 00/00 1 A-102 Wind Load.Calcs `1.06-yeloped chart for ASCE 7-10 Combined loads 00/00 1 P-101)' odd ,Plumbing .System schematics 00/00 2 S-101 Attachments Nounting hardware, flashings, attachments 00/00 2 S-102 = "Attachments y-6 ®°Mounting details 00/00 2 k� S-103, :. f �achments ,CAI=T collector, HWHZ 51 <PSF<68 00/00 2 Z-101 VISO =FSEC'••..•.°°•°° "a ° Certifications 0-50-21 and 066-32 00/00 2 Z-102 `� FSEC,-/O` 1. q... Certifications 0-80-40 and 0-120-64 00/00 2 Z-103 FSEC Certifications 0-120-80 and AET letter 00/00 2 Z-104 Lag Bolt Lag bolt evaluation 00/00 1 APPLICABLE CODES, STANDARDS, and CERTIFICATIONS - 2014 (5th 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 `r.rJN ALGER 4105 SAINT JOHN'S PARKWAY SANFORD, FL 32771 CUEV PROVIDER: THELEVEHEOGE 1423 Gunn Highway Odessa, R. 33556 813-403-5100 Certificate of Authorization #:31930 PH 800-929-3919 X1411 jai ger@theleveredge.com State License # 74730 PJOHN N BY: ALGER, PE DATE:11 /4/2016 9:30 AM 1 LDR-O-AC-AE Rev. 05.01.17 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 1:1FSEC# 300512 0-80-40 0-120-64 FSEC# 300510 FSEC# 300504 0-120-80 FSEC# 300505 Where O=open direct system first numbers are tank size, second numbers are array area. All are AC active pumped using a different controller with sensors. ,,,v���t�o�000aa0000 0GA ...... t�' oo�® ``e���'•GENSF •••�''Q Aoe O; er\ �}?3 : �c �. o a N s is • (' /// : W • TE OF : LU :'e SIT oosoJJe SI ON P,VV®,®`� AUG . '•. A-101 A B C E E F 0 Combined load tables ASCE 7-10 2.4.1 equation #7 worst case P=.6D +.6W D=5 psf for Dead Load of panel W=Pnet adj ustd from Pnet30 x (Kzt=1) x Exposure and height adjutsment factor, lambda) Use wind speeds for risk Category ti Figure 26.5-1A page 191b or from focal AHJ Assumptions: effective area = 21 sq ft ( i collector per FBC 1509.7.1), Kzt=1( no hills, valleys, escarpments, only flat land) Collector I imitations: 51 psf for end or side mount: 4 mounts total on AE-21 and 32, 4 side mount only AE-40 (no end mounting) for uplift 52psf to 68 psf, Hurricane mounts for AE-21 and AE-32 and horizontal mounting with 6 side mounts with AE-40 EXPOSURE B COMBINED LOADS FOR ELEVATIONS <30FT I Adiustment factor =1 for elevations 15 through 30 ftl roof roof 130 140 150 160 170 175 pitch zone down up down up down up down up down up down up 7 to 27 PZ1 12.6 -13.2 15.2 -16.4 16.9 -19.2 18.9 -22.2 20.6 -25.6 22.0 -27.3 degrees PZ2 12.6 -23.6 15.2 -27.9 16.9 -32.5 18.9 -37.4 20.6 -42.7 22.0 -45.4 PZ3 12.6 -37.1 15.2 -43.5 16.9 -50.4 18.9 -57.7 21.0 -65.8 22.0 -69.8 28 to 45 PZ1 19.2 1 7.3 1 21.8 -17.1 24.6 -20.0 27.0 -23.2 30.5 -26.6 32.3 -28.4 degrees PZ2 19.2 -17.4 21.8 -20.6 24.6 -24.1 27.0 -27.8 30.5 -32.0 32.3 -34.0 PZ3 19.2 -17.4 21.8 -20.6 24.6 -24.1 27.0 -27.8 30.5 -32.0 32.3 -34.0 EXPOSURE C COMBINED LOADS FOR ELEVATIONS UP TO 1S ft (AdiuctmPnt far_tnr =1.21 Mr Pipwatinnc unto 15 ft{ r� roof roof 130 140 150 160 170 pitch zone down up down up down up down up down I up (1),00101T :pup 7to 27 PZ1 14.6 -16.7 17.8 -20.6 20.0 -24.0 22.3 -27.6 24.4 -31.8 degrees PZ2 14.6 -29.4 17.8 -34.6 20.0 -40.1 22.3 -46.1 24.4 [ -52.6A j26'2, -55 8 PZ3 14.6 -45.8 17.8 -53.6 20.0 -61.9 22.3 -70.8 24.9 -80.7) i36.:2 'ii 85i6 -PZ1-- ----=18.1 r --25.9 -_ -21.4' 29.3 -25.0 32.1 -29.8 36.5 -33.1 f ,)",', 38.7 ' =35;2 • ; degrees. PZ2 22.7 1 -21.8 25.9 -25.7 `321 - _ - 34.5--- --36.5-- --9-395---I r 38J ,�- - PZ3 22.7 1 -21.8 25.9 -25.7 29.3 1 -30.0 32.1 -34.5 36.5 -39.5 `. -38:7- .=-42.9 , EXPOSURE C COMBINED LOADS FOR ELEVATIONS 15ft< moan rnnf haiPht<3n ft I Arliuctmant fartnr = 1 Al roof roof 130 140 150 160 170 175 pitch zone down up down up down up down up down up down up 7 to 27 PZ1 16.4 -19.7 20.0 -24.1 22.5 -28.11 25.2 -32.3 27.6 -37.0 29.7 -39.4 - degrees PZ2 16.4 -34.3 20.0 -40 3 22.5 -46.6 25.2 -53.5 27.6 -61.0 29.7 -64.7 PZ3 16.4 -53.1 20.0 =62•.4 22.5 -71.7 25.2 -81.9 28.2 <93.3 29.7 -98.9 _ 28 to 45 PZ1 25.7 -21.2 29.3 -25.1 33.2 -29.2 36.5 -33.6 41.5 -385 44.0. -40.9 degrees PZ2 25.7 -25.5 29.3 -30.0 33.2 735.0 36.5 -40.2 , 41.5 -45.9 44.0 -48.8 PZ3 25.7 -25.5 29.3 -30.0 33.2 -35.0 36.5 -40.2 41.5 -45.9 ".0 -48.8 EXPOSURE D COMBINED LOADS FOR ELEVATIONS to 15 ft f AdiuctmPnt fartnr =1 _A71 roof roof 130 140 150 160 170 175 pitch zone down up down up down up down up down up down up 7 to 27 PZl 17.0 -20.7 20.8 -25.4 23.5 -29.5 26.3 -38.9 28.8 -38.9 30.9 -41.4 degrees PZ2 17.0 -36.1 20.8 -42.3 23.5 -49.0 26.3 .-56.2 28.8 -64.0 30.9 -68.0 PZ3 17.0 -55.8 20.8 -65.2 23.5 -15.3 26.3 -86.0 29.4 _ -97.8 _: 30.9 _ -103.8 28 to 45 PZl 26.7 -22.4 30.6 -MA 34.6 -30.7 38.1 -35.4 43.4 -40.5 46.0 -43.0 degrees PZ2 1 26.7 1 -26.9 30.6 -31.6 34.6 -36.8 38.1 -42.2 43.4 -48.3 46.0 1 -51.3 PZ3 1 26.7.: a b26,9 30.6 1 -31.6 1 34.6 1 -36.8 38.1 -42.2 43.4 1 -48.3 46.0 1 -51.3 EXPOSURE D COMBINED-rnADS•FOR`FLFVA2(nNS.l Semann rnnf hainhte7nFF / non-*-mi. ram..... _ -v get roof roof,--' `o f30 `� ` � ��° %'�14q 150 260 170 175 pitch zone down C ' 'T"up _' ;down up down up down up down up down up 7 to 27 PZl 18.9 -24:0" 0,23.3 m -29.3 26.2 -34.0 29.4 -39.0 32.3 -44.6 34.7 -47.4 degrees PZZM ; 18.9 *-41.4 �3'3 -48.5 26.2 -56.1 29.4 -64.3 32.3 -73.2 34.7 -77.7 PZ3 alg ; 1S_.9a , - -63.8 :23.3 -74.5 26.2 -86.0 29.4 -98.1 33.0 -111.6 34.7 -118.3 28 to 45 degrees PZ1 > PZ2 �,' o 40.0 �e 30:0/ . 25 8 ,0-30,9 o ; ;34:4. i'1304 -30.4 -36.3 1 39.0 39.0 -35.3 -42.2 42.9 42.9 -40.6 -48.4 48.9 48.9 -46.4 -55.3 51.9 51.9 -49.3 -58.7 PZ3 ,:3'0.0°•e.m 309�� "R-34.4 -36.3 39.0 -42.2 42.9 -48.4 48.9 -55.3 51.9 -58.7 '�YEL'LOIN CAN NOT INSTALL PANELS; EXCEEDS PANEL RATING PSF>68 PSF BJM7 PANELS REQUIRE HVHZ MOUNTING STRATEGY 52 PSF - 68 PSF A-102 f HOW TO USE THIS TABLE AND FIGURE: 1. Determine wind zones on roof from figure. Minimum "a" is 3 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. • 1 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. ,tle 4x10 panel, 6 mount attachments must be used. Flat Roof Hip Roof (7° to 27°) Gable Roof ( less than 7°) Gable Roof (7° to 45°) Interior Zones 0 End Zones . Corner Zones ¢wl. ieu l/'s.lh.im.4 A.ds Iaa 7/YI.Ib Iane1 Pofi-z..1 Reprinted with written permission of ASCE. ENGINEER: JOHN ALGER 4105 SAINT JOHN'S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jalger@theleveredge.com State License # 74730 f DRAWN BY: JOHN ALGER, PE THELEVEHEOGE i DATE111111M1, 30A. 1423 Gunn Highway c . ; Odessa, FL 33556 r " 913-403-5100 1 LDR-O-AC-AE ` Rev. 05.01.17 Certificate of Authorization ri:31930 , NOTES' 1. Pressures shown are applied normal to the surface, for exposure B, at h=30 ft (9.1 m). Adjust to other - conditions -using. Equation 30.5-1. 2. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 3. For hip roofs with 0 0:5250, zone 3 shall be treated as Zone 2. 4. For effective wind areas between those given, value may be interpolated, otherwise use the value associated with the lower effective wind area. 5. Notation: a: 10 percent of least horizontal dimension or 0.4h. whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9m). h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <10°. 0: Angle of plane of roof from horizontal in degrees. :............................................................................................................... %,,,'�►11111i►►//'��I OGAN q No 30 16 ST TE OF ' • •� • % •• • ONA' % ►►nll>le ................................................................................................................ SOLAR WATER HEATING SYSTEM (AC) VAG TYP M �1'`O A ISETRAno E DE� 6LEEO J/OW)W) COMPONEN EGEND ITEM NO. D RIPTION 1 SOLA ORAGE/WATER HEATER 2 DIF. ENTIALTEMP CONTROL 3,16 MISTOR/SENSOR(S) 4 ERMISTOR/SENSOR WIRING 6 SUPPLY "SHUTOFF" VALVE FREEZE PROTECTION VALVE' 7 CIRCULATION PUMP e, 13 ISOLATION BALL VALVE(S) 9, 14 BOILER DRAIN(S) 10 PRESSURE RELIEF VALVE 11 COLLECTOR(S) '012 ANT-THERMOSIPHON VALVE' 1 AIR VENT - OPTIONAL ITEM 2-PANEL AC PUM •SJs,l6o uiiaik a r 10 2 TAT 8 9 a 6• 0 ° O � j n ® Print Date: September, 2014 °e�'i °e°O°';�`��'a�• © 2014 University of Central Florida. D FSEC(UCF ♦ 1679 Clearlake Road Cocoa, Florida 32922 ♦ (321) 638-1426 Fax (321) 638-1010 www.fsec.ucf.edu - SOLAR WATER HEATING SYSTEM (AC) RETROFIT A pr prN71r( F,MIr PrrrPA-InN �`T 1 , 1i1 II rtal I it I o :l VJQFIbP U,AWJn Sr AF; W I S/.9 9 L` If LLL�-Lt'1 y4..:r PRC3'a7�F'Lvf12-C?SC " GOLLEOTOR OUT LET L II ~ 1 _ ('j ROOF FLASHING DHTAIL I ) ;`l1 f) S'�'� yttt�Y... TOPOF TANK T n PLUMPING DEATILS L • r 1- "I ��11„ •�!-fLir, 7 MEI n)y�!`:IA S II lr" Nn r r MT Fxu;lr n l I_II . Iitilwll /YNN[:rlil Ul Kil QCl-i;6 L-1{'JINN in k. lei"'Med for I solar aPP6calh�n.'1II(rr' j COMPONENT LEGEND ITEM NO. DESCRIPTION i S^LAR STORAGENJATER HEATER 2 DIFFERENTIA_ TF1dF CONTROL3, 16 I.I II IIMI::I{)I 1/:11 N::[711 4 I HtWNIS lO W513JSUH N/IHIN(i 5 SUPPLY "SHUTOFF' VALVE 6 110 1 n PISOI 11: IlON VAI.VI 7 C.IRCLII ATION C'l1Mf' 8, 13 ISOLATION PALL VALVC(S) 9, 14 BOILCTi DRAINI�J 10 I''RFSSl1RF RFI IFF VAI VF 11 COLLCCT�JR 12 .ANTI THERMO=:IPHUV VALVE- 15 AIH V61:11` OPTIONALITErA TYPICAL 1-PANEL AC PUMPED SYSTEM Print Date: September, 2014 © 2014 University of Central Florida. FSEC/UCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu P-101 ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS (MOUNTING HARDWARE ALTERNATIVES) 24" - 32" Il R i F L I L C I i � I; I I i C U MOUNTING CLIP OPTIONS RACK MOUNT FLUSH MOUNT STANDARD MOUNT OPTIONAL HURRICANE MOUNT FOR HVHZ ZONES INSTALLATION REQUIREMENTS 1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THIS DRAWINGS I FOR THE INSTALLATION OF ALTERNATE ENERGY TECHNOLOGIES AE-SERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS PER SQUARE FOOT (PSF). 2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE, ASCE 7-10 AND TESTING OF THE SOLAR COLLECTOR IN ACCORDANCE WITH PA 202 (TAS 202-94), ASTM E 330 3) THE INSTALLATION SHALL 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. AE - SERIES COLLECTORS MODEL ABSORBER I WIDTH LENGTH AE-21 SELECTIVE 35.1875" 85.1875" AE-24 SELECTIVE 35.1875" 97.1875" AE-26 SELECTIVE 47.1875" 77.1875" AE-28 SELECTIVE 47.1875" 85.1875" AE-32 SELECTIVE 47.1875" 97.1875" EE-40 SELECTIVE 47.1875" 121.1875" DESIGN WIND PRESSURE MAXIMUM SUCTION UPLIFT: 68 PSF N O T I C E s: REVISIONS DRAWING INFORMATION The thoughts and Ideas expressed REV DATE BY DESCRIPTION GATE: ift112017 hero within are the exclusive DRAWN BY. proparty of The LavorEdge The use SCALE; I N.T.S. 1423 Gunn Highway of these materials, Wthoul the SHEET NO: Odessa, FL 33556 written consent of the LE or SHC, 813403.5100 Is not pe^"mad. S-101 ♦e,`�a�u„uv�o�i s No 730 o it SATE O •:�� oiieAia e�'% I S-101 TYPICAL INSTALLATION DETAIL (STANDING SEAM METAL ROOF) 31W-16 x l' KEX RACK MOUNT CAPSCREWW/ CLP FLAT WASHER 1/4'-20 X 1rY HEX CAPSCREW 3V-1S x 3l4' HIX CAPSCREWW/ 1- FLATWASHER O O • MOUNTING O CHANNEL Shc CLAMP W/SETSCREWS CONNECTION DETAIL USING MANUFACTURERS HARDWARE FOR PARALLEL MOUNT ON SEAMED METAL ROOFS CHANNEL STANDING SEAM METAL ROOF (BUTLER MR-24 SHOWN) DESIGN WIND PRESSURE MAXIMUM SUCTION UPLIFT: 68 PSF SOLAR COLLECTOR +q' 318'-16 x 1' HIX CAP SCREW W/ FLAT WASHER r.tgt,'rq;,,,v, f.•r t vgt:,Y.gfqrar,,q ' AET RACK MOUNT HDWR 3/8'-16 x 314' HEX CAP SCREW CHANNEL LOCKING NUT W/ FLAT WASHER MOUNTING CHANNEL --" SSI CLAMP •16 FINISHED HEX NUT TRIANGULAR MOUNTING BRACKET ROOF FLASHING DETAIL 1/2' THREADED ROD OR HEX CAP SCREW SPANNER MRFlMP,STEEL) ROOF I STRUCTURE SEAMED METAL ROOF W/ SET SCREWS 1 - 10D NAIL OR SCREW (BUTLER, MR-24 SHOWN) AT EACH RAFTER ROOF DECKING SECTION VIEW A:A SEAMED METAL ROOF LAG BOLT MOUNTING MOUNTING FOOT ROOFING SEALANT SHINGLES PLYWOOD ROOFING DECKING FELT LAG -I BOLT Y x4' TRUSS LAG BOLTS ARE TO BE 3/8" DIAMETER AND MUST PENETRATE THE RAFTER MEMBER A MINIMUM OF 3". PILOT HOLES SHOULD W[514ILLED INTO THE CENTERLINE OF THE RAFTER AND SHOULD BE�BETWEEN b0-75%OF THE BOLT DIAMETER. °O ! F_ APPLY.A UBERAE AMOUNTAOPROOF�SEALANT OR A SEALANT PAD AROUND THE OP.ENING1PRIOR TO SECURING THE1 OUNTING BRACKET. ° ne��.c nARETA ALL CONNECTION HARDW(BOLTS 8 WASHERS) TO BE STAINLESS STEEL. THIS DETAIL SHOULDOE SPECIFIED BYTHE DESIGN ARCHITECT OR ENGINEER TOSFE CAPABLE HANDLING ADDRIONAL-LOADS. 2-x 4- SPANNER (16- OC RAFTERS) 2-x 6' SPANNER (24' OC RAFTERS) 2"x 2'x 3116" STEEL ANGLE SPANNER BLOCK HINGE MOUNT CUP 1/4'-20 X 1/Y HEX CAPSCREW 318'-16 X l-W4' HEX CAP SCREW _PACER BLOCK AS REQUIRED 4_— FLASHING CONNECTION DETAIL USING MANUFACTURERS HARDWARE FOR PARALLEL MOUNT ON SLOPING ROOFS URETHANE OR BUTYL RUBBER SEALANT TRIANGULAR MOUNTING BRACKET SPACER (AS REQUIRED) 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. BLOCK 1 - 8D NAIL OR SCREW AT EACH SPACER BLOCK STAINLESS STEEL FLAT - WASHER, LOCK WASHER AND NUT SECTION VIEW A:A SPANNER DETAIL — w•mxvr ss HIX rJIP 6CREW S$Mc NOUHT eaAcxET FLUSH NTHAPPNARE 0 INSTALLWAT EACH W NNECrION MINT AS SHOWN IN THes DETAIL ;Y1 1:. f .f. 9 .f..f A ,f .f f 9 •.L •A•.f •...f •l RACKMOUM 1N•-m%1Q 89 GID HIX W SCi�W RACK MOUNTING HARDWARE RACK NOUNr HARDWARE le INSTALLED AT EACH W M1ECf ION PgNT A9 611DYM O! TNL9 DEfALL RACK NrOUNr C FLUSH NOUNw• r U BRACKET tp•-mX12•HIX .m%t2 BRACKET CAPSOREW CM3fi�W NxxlN CHANNELum 1 FLASHING - `aVMEL rnam+o Nur TYPICAL INSTALLATION DETAIL (INCLINED TILE ROOF) DESIGN WIND PRESSURE . MAXIMUM SUCTION UPLIFT: 68 PSF 12' THREADED ROD URETHANE OR BUTYL RUBBER SEALANT ORHEXCAPSCREW TRIANGULAR MOUNTING (STAINLESS STEEL) BRACKET STANDOFFSPACER CLAY ROOF TILES (AS REQUIRED) BLOCK til Y I I I Y I/ BLOCK '-16 FINISHED HEX NUT TRIANGULAR MOUNTING BRACKET 1-10DNAILORSCREW `-- 1-BD NAIL OR SCREW AT EACH RAFTER - AT EACH SPACER BLOCK 2-x 4- SPANNER (IS- DC RAFTERS) STAINLESS STEEL 2-x 6- 6- SPANNER (24' OC RAFTERS) WASHER, LOCK WASHER 2'x 2Y 3116' STEEL ANGLE SPANNER AND NUT � N O�T�C E S: REVISIONS DRAWING INFORMATION • REV DATE BY DESCRIPTION DATE: 1/2112017 L'i� Th �Mopal is and Ideas expressed ii" e- , DRAWN Sr. +" „{.. 0 �) :•here wllhln`are the exclusive SCALE: N.T.S. ��f�°•o•a o, °'propoity af.The LeverEdgs The use 1423GU�HIgh0ay 1JI �- ofthoArnaterl3la,wlthoutthe SHEET NO: OdeSSa. FL+33556t v �i - written consent of the LE or SHC, 813-003.5100 " ' Isnotpennittod. S-10Z HINGE MOUNT CUP lW-20X 1!! HIX CAPSCREW W-16 X l-W4' HIX AP SCREW CONNECTION DETAIL USING MANUFACTURERS HARDWARE FOR PARALLEL MOUNTNN SLOPING ROOFS I,���It %'pGAN Eq ® No 7 730 ®� STATE OFso : �o I �s®A®SS O � Ay ® 8QC11191 , S-102 INSTALLATION DETAILS - FLAT WOOD FRAME ROOF 31WAS FINISHED HEX NUT VxVx1/8" ALUMINUM SQUARE TUBE 1" X1" X 1/8" SQUARE ALUMINUM TUBING (2 FOR STANDARD MOUNTING TO 51PSF, 3 QTY FOR HVHZ WIND ZONES MAXIMUM LENGTH OF TUBING TO 2W FOR A 30 DEGREE ANGLE G(OQ' 90• AND HORIZONTALLY MOUNTED COLLECTOR IN HVHZ ZONES GO c�0 SPACE BASES AS TO INSURE SO- < o BETWEEN COLLECTOR AND STRUT TYPICAL INSTALLATION DETAIL (FLAT WOOD FRAME ROOF) LAG BOLTS INSTALLED INTO THE CENTER-OFA-RAFTER.ORTRUSS__.w_y MAY BE USED IN LIEU OF 1/2" ALLTHREAD ROD AND SPANNERS WITH BLOCKS SEE LAG BOLT MOUNTING DETAIL PITCH POCKET WITH SPACER BLOCKS MUST BE USED IN THE SAME WAY AS WITH THE ALL THREAD ROD 3/8" DIA X 3" MINIMUM EMBEDMENT LAG BOLTS MUST BE USED. HINGE MOUNT CLIP 31W-16 FINISHED HEX NUT 1/4"-20 X 1/2" HEX CAP SCREW TRIANGULAR = MOUNTING BRACKET 318"-16 X 4" HEX CAP SCREW 3/9"-16 X 1-3/4" HEX CAP SCREW TRIANGULAR MOUNTING BRACKET CONNECTION DETAIL V�Aoo MgNUFAC rtURERSrHARD�WARE FOR TILTED JAOUNTiOPPFLAT�R� FS�Euk,PITCH PAN OEM T 0 p �:•m®TAT8 •a� 4c. HINGE MOUNT CLIP 1/4"-20 X 1/2" HEX CAP SCREW 318"-16 X 4" HEX CAP SCREW SPACER BLOCK AS REQUIRED PITCH POCKET (PAN) CONNECTION DETAIL FOR MOUNT ON FLAT ROOFS USE PITCH PAN URETHANE OR BUTYL 1/2" THREADED ROD RUBBER SEALANT OR HEX CAP SCREW (STAINLESS STEEL) ROOF STRUCTURE —� SPACER BLOCK 1 - 1OD NAIL OR SCREW AT EACH RAFTER 2"x 4" SPANNER (16" OC RAFTERS) 2"x 6" SPANNER (24" OC RAFTERS) 2"x Z3116" STEEL ANGLE SPANNER TRIANGULAR MOUNTING BRACKET _ SPACER (AS REQUIRED) BLOCK 1 -8D NAIL OR.SCREW AT EACH SPACER BLOCK STAINLESS STEEL FLAT - WASHER, LOCK WASHER AND NUT 1 Spacer Blocks shall be installed within 1" of the thru-bolt. 2 When thru-bolt is within 2" of a rafter, only one spacer block will be required on the opposite side of the bolt, away from the rafter 3 Two Spacer Blocks are required with the bolt ismore than 2" from the rafter/truss. 4 When the mounting provisions of adjacent collectors are installed 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 5 Sealants are required between mounting block and shingles/sheathing. Bolt Holes shall be sealed to prevent moisture penetration. 6 Steel Angle Spanner (2"x2"x3/16") may be substituted for wood spanner. *Hex Cap Screw length varies with roof construction and spanner design. GENERAL NOTES 1 The Solar Collector installation as detailed in these drawings is for the installation of Alternate Energy Technlologies AE-Series Collectors on structures subjected to a maximum uplift pressure of 51psf for a 4 point mounting and standard mounting hardware and up to 68 psf for horizontal mounting with 6 mounting point and HVHZ hardware 2 The design of this installation is based on requirement sof the 2014 Florida Building Code, ASCE 7-10 Minimum Design Loads for Buildings and other Structures, and testing of the solar Collectors in accordance with PA 202 (TAS 202-94), ASTM E 330 3 The installation shall utilitze hardware provided by the manufacturer as noted in these drawings 4 All aluminum structural members to be 6061-T-6. All Structural Steel members to be low carbon, galvanized steel, and all hardware ( bolts, nuts, washers) to be stainless steel SOLDER "COOLIE" CAP COPPER �W FLASHING FEED I RETURN ' BUILT-UP PLUMBING APPLY ROOFING SEALANT ROOF FLASHING DETAIL APPLY ROOFING SEALANT TO THE UNDERSIDE OF THE FLASHING BASE PRIOR TO INSTALLATION 1/2" THREADED ROD OR HEX CAP SCREW TRIANGULAR (STAINLESS STEEL) MOUNTING BRACKET PITCH c PAN PITCH SPACER AS REQUIRED PITCH PAN DETAIL RAFTER MEMBER ' 'j1 °o• 6 N O C es: ® j REVISIONS DRAWING INFORMATION L o f o, " cThu thougCo'sd'Ideas expressed The LeverEdge Certificate of Authorization: 31930 DESIGN WIND PRESSURE MAXIMUM UPLIFT PRESSURE: REV DATE BY DESCRIPTION DATE: DRAWN BY: 1/21/2017 — "" qq l G?"Illiln are the exclusive 9 The 1423 Gunn Hi hwa Highway SC E: N.T.S. " proporty of The LoverEdge use ofthose materials, without the Odessa, FL 33556 51 PSF WITH 4 POINT MOUNTING AND STANDARD HARDWAREFJ4 SH_ 1423 Gunn Highway Odessa, FL 33556 written consent oflho LE or SHC, 813-490-3400 State License #: 68 PSF WITH 6 POINT MOUNTING AND HVHZ HARDWARE 813-403-6100 is not permitted. f 74730 `e`,,,y111111111�,PB VOGAN ;Q N o 4 o. s� • SATE OF :4/�e S-103 INSTALLATION DETAILS - HIGH -VELOCITY WIND ZONES (HVHZ) (DADE & BROWARD COUNTIES, WIND PRESSURES 51 TO 68 PSF) THE COLLECTOR ATTACHMENT HARDWARE (AE-CLIPS) SHALL BE MOUNTED ON THE LONG SIDES OF Tf,,E SOLAR COLLECTORS AND SHALL BE CONNECTED IN THE LOCATIONS SHOWN IN THE ABOVE DIAGRAM FOR THE ILLUSTRATED MODEL. NOTES: THIS DRAWING DETAILS THE INSTALLATION OF A HORIZONTALLY MOUNTED, AE-40 SOLAR COLLECTOR IN HIGH VELOCITY WIND ZONE AREAS. THESE FIGURES SHOW THE HARDWARE PROVIDED BY THE MANUFACTURER THAT HAS UNDERGONE TESTING AND SHALL BE USED TO ATTACH THE SOLAR COLLECTORS TO THE STRUCTURE PROPERLY. NO SUBSTITUTIONS SHALL BE PERMITTED. THE COLLECTOR ATTACHMENT SHALL BE AS INDICATED IN THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THESE DRAWINGS. THE AE CLIPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL BE WITHIN 1/2 INCH OF THE INDICATED DISTANCE LISTED BELOW AND SHALL BE LIMITED TO THE INSTALLATION METHODS DESCRIBED IN SHEET AE-8 OF THIS DRAWING SET. INSTALLATIONS MAY REQUIRE ADDITIONAL ROOF BRACING. THE CONTRACTOR SHOULD CONSULT A STRUCTURAL ENGINEER FOR SPECIFIC BRACING REQUIREMENTS. THE INSTALLING CONTRACTOR SHOULD FOLLOW ACCEPTABLE CARPENTRY / ROOFING PRACTICES WHENEVER ADDITIONAL BRACING IS ADDED. THIS INSTALLATION METHOD IS LIMITED TO LOW-RISE, RISK CATEGORY II ENCLOSED BUILDINGS, EXPOSURE CATEGORY C OR D WITH MEAN ROOF HEIGHTS OF 30 FEET OR LESS AND ROOF PITCH ANGLES 45 DEGREES OR LESS AS LONG AS THE PRESSURES ARE 68 PSF OR LESS. FIGURE 1. COLLECTOR ATTACHMENT (SECTION VIEW A:A) � O — HINGE MOUNT CLIP TRIANGULAR 1/4'-20 X 1/2" SS MOUNTING HEX CAP SCREW BRACKET 3/8°-16 X 4' 5S HEX CAP SCREW THREE "AE-CLIPS' ARE TO BE INSTALLED AT EACH CONNECTION POINT WITH THE TRIANGULAR BRACKET AS SHOWN IN THIS DETAIL FIGURE 2. ATTACHMENT HARDWARE HINGE MOUNT 4'-20 X 12' HEX AP SCREW 3/8'-16 FINISHED HEX NUT 3/8'-16 X 4" HEX CAPSCREW TRIANGULAR MOUNT... BRACKET THREE 'AE-CLIPS' ARE TO BE REQUIRED TO ATTACH THE COLLECTORS TO THE STRUCTURE PROPERLY WHEN USING THE ANGLE BRACKET. NO SUBSTITUTIONS ARE ALLOWED. N O T I C ES: REVISIONS DRAWING INFORMATION L.� Tho thoughts and Ideas axpreesed REV DATE BY DESCRIPTION DATE: 1/2112017 hero within are the exclusive DRAWN 9Y: property ofTha LeverEdge The use SCALE: I N.T.S. 1423 Gunn Highway of those materials, without the SHEET NO: Odessa, FL 33556 written consent of the LE or SHC, 813.403-5100 Is not permittod. _ S-104 pr�,��IIIII o%° vpGAIV N ° °°°s 'I ' S F ♦ • • . 9' No 73 e ST TE OF : J- • 1 • ®lellll S-104 CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER: MODEL: 0-50-21 The LeverEdge THERMAL SYSTEM Pumped, Direct F C 1423 Gunn Highway TYPE: \f%F C Odessa, FL 33556 USA www.theleveredge.com CERTIFICATION #: 300511 Original September 22, 2014 Certification: Expiration Date: September 22, 2034 This system was evaluated by the lorida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems (FSEC Standard 4-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energy Factors ( F) for this system are: FEF North I (FEF,) FEF Central (FEFc) FEF South 1.70 1.70 1.70 Option Collector Panel Coll Panel Collector Panel quantity AV )Total Panel area Total Panel area Manufacturer Certificate Number Model Number 1 Alternate Energy 00081N AE-21 1 1.93 (m2) 20.77 (ft2) Technologies 2 Alternate Energy 00213N MSC-21 1 2.00 (m2) 21.5 (W) Technologies F Tank Manufacturer Model Capac' e - v _ _ Type _ _ - - - - - __ Equivalent Tank may be substitued - - - - - - - — UL listed conventional 30-52 Existing gallon tank retrofitted for solar 197 liter Solar YES application K Pump Manufacturer Model Number P er w Type Grundfos Pumps Corporation UP 15-18 B5 A W Centrifugal TACO 003-BC4 50 W `' Centrifugal TACO 003 VTBC4 52 W Centrifugal r O Controller Manufacturer Model Numberle qype Goldline Controls, Inc. GL-30 D rential Stecca TRO-301 -00 Diffe tial IMC SOLR- LC-10 Differen Independent Energy CM /C-30 Differential Resol taSol BS/1 Differential Freeze Protection 1: Recirculation Freeze Protection 2: Freeze valve a,°;, am° 9dBa REMARKS:Qj io°em ppeeme®m° % elf !i s®J°mQ gQ o �� O °p a• i�E;Ai OM �• m1:zm • • ° ° ,per g- T8 itz e � as 7 � �U �� e • Technical Director °avef.1 ®°° ° �•/ v e" J 01� Print Date: September, 2014 e A 1A © 2014 University of Central Florida. FSEC/UCF•1679 Clearlake Road Cocoa, Florida 32922 ♦ (321) 638-1426 Fax (321) 638-1010 ♦ www.fsec.ucf.edu CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER: MODEL: 2 The LeverEdge 1423 Gunn Highway Odessa, FL 33556 USA THERMAL SYSTEM TYPE: ed, Direct Pumped, - www.theleveredge.com CERTIFICATION #: 300512 Original September 22, 2014 Certification: Expiration Date: September 22, 2034 This system was evaluated by the Florida Solar E rgy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems (FSEC Standard 104-10) and wa found to meet the minimum standards established by FSEC. d The calculated Florida Energy Factors (FEF) for this stem are: FEF North (FEF,) FEF Central (FEFc) FE South EF,) 1.70 1.80 1.80 Option Collector Panel Collector P el Collector Panel quantity ff T Panel area Total Panel area Manufacturer Certification : umber Model Number 1 Alternate Energy 00089N AE-32 1 2.96 (m2) 31.91 (W) Technologies 2 Alternate Energy 00214N I MSC-32 1 Z 3.35 (m2) 36.05 (ft2) Technologies I I I I Z Tank Manufacturer Model acity Type Equivalent Tank may be substitued UClisted-conventional-66 d _ Existing gallon tank retrofitted for solar 250 er _ S6_1 F _ - - - - - -YES - - - - _ _ _ -_ --- _ application Pump Manufacturer Model Number Power Draw Type Grundfos Pumps Corporation UP 15-18 B5 25 W Centrifugal TACO 003-BC4 50 W Centrifugal TACO 003 VTBC4 52 W Centrifugal Controller Manufacturer O&odel Number Type Goldline Controls, Inc. GL-30 Differenfial Stecca TRO-301-1-13-00 Differential IMC SOLR-2ELC-10 Differential Independent Energy CM-30/C-30 Differential Resol DeltaSol BS/1 Differential Technical Director e Print Date: September, 2014 Standard 103 © 2014 University of Central Florida. FSEC/UCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu Z-101 FSEC' SUPPLIER: The LeverEdge 1423 Gunn Highway Odessa, FL 33556 USA www.theleveredge.com CERTIFIED SOLAR THERMAL SYSTEM MODEL: THERMAL SYSTEM TYPE: CERTIFICATION #: Original 0-120-64 Pumped, Direct 300504 September 22, 2014 Certification: Expiration Date: September 22, 2034 This system was luated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems ( Standard 104-10) and was found to meet the minimum standards established by FSEC. The calculated Florida Energy ors (FEF) for this system are: FEF North (FEF,) FEF Central (FEF,) FEF South (FEF,) 4.40 4.40 4.40 L Option Collector Panel Coll anel Collector Panel Quantity Total Panel area Total Panel area Manufacturer Certificati Number Model Number 1 Alternate Energy Technologies 00089N AE-32 2 5.93 (m=) 63.82 (ft2) 2 Alternate Energy Technologies 00214N SC-32 2 6.70 (mz) 72.11 (W) 3 Alternate Energy 00081 N AE- 3 5.79 (ml) 62.31 (ft-) Technologies 4 Alternate Energy Technologies 00213N MSC-21 N. 04 5.99 (m') 1 64.51 (ft-) V-/ Tank Manufacturer Model Capacity Type Equivalent Tank may besubstitued Rheem 81 VR120U 451 liter YES AOF '%s Pump Manufacturer Model Number Power Draw 11K Type TACO 003-BC4 50 W Centrifugal Grundfos Pumps Corporation UP 15-10 B5 25 W Centrifugal TACO 003 VTBC4 52 W trifugal Controller Manufacturer Adel Number Type Stecca TRO-301-1-B-00 Differential Goldlihe Controls, Inc. GL-30 Differential IMC SOLR-2ELC-10 Differential Independent Energy CM-30/C-30 Differential Resol DeltaSol BS/1 Differential `v Technical Director Print Date: September, 2014 © 2014 University of Central Florida. FSEC/UCF 1679 Clearlake Road Cocoa, Florida 32922 ♦ (321) 638-1426 Fax (321) 638-1010 www.fsec.ucf.edu Z-102 r SUPPLIER: The LeverEdge 1423 Gunn Highway Odessa. FL 33556 USA This system was evaluated by the Florida Solar Energy Ci Heating Systems (FSEC Standard 104-10) and was found CERTIFIED SOLAR THERMAL SYSTEM MODEL: 0-120-80 THERMAL SYSTEM Pumped, Direct TYPE: dge.com CERTIFICATION #: 300505 Original September 22, 2014 Certification: r/ ` Expiration p(& September 22, 2034 (FSEC) in accordance with the Florida Standa ds Program for Solar Domestic Water and Pool eet the minimum standards established by0EC. 14 The calculated Florida Energy Factors (FEF) for this system ar FEF North (FEF,) FEF Central (FEF,) FEF South (FEF,) 4.40 4.40 4.40 I JV Option Collector Panel Collector Panel Ilector Pan ° Quantity Total Panel area Total Panel area Manufacturer Certification Number odel Num 1 Alternate Energy 0009ON 40 2 7.39 (ml) 79.58 (ft2) Technologies 2 Alternate Energy 00215N M V 2 7.53 (mz) 81.04 (ft') Technologies 3___ Alternate Energy 00081 N - 4 7.72 (ml) 83.08 (ft') _ _ — — -Technologies_ _-__ ____ _ 4 Alternate Energy 00213N MSC-2 �, _ _ � � "_ 4 -__�_ _ee__,_ _- 7.99 (m2) - 86:01-(ft')' - _ _ — Technologies �Ml Tank Manufacturer Capacity Model /I X Type I Equivalent Tank may be substitued Rheem 81 VR120U f 1 451 liter I I Solar YES Fad CAI Pump Manufacturer Model Num "r Powe Draw Type TACO 003-BC4 50 W Centrifugal Grundfos Pumps Corporation UP 15-1 , 5 25 W Centrifugal TACO 003 VAC4 52 W Centrifugal 11 % Controller Manufacturer Model Number A Type Stecca TRO-301-1-13-00 Differential Goldline Controls, Inc. GL-30 0k ZA Differential IMC SOLR-2ELC-10 Differential Independent Energy CM-30/C-30 Differential Resol DeltaSol BS/1 Differential Freeze Protection 1: Recirc ation Freeze Protection 2: Freife valve REMARKS: rV 61 CIVIL C \ Technical Director Print Date: September, 2014 © 2014 University of Central Florida. FSEC/UCF ♦ 1679 Clearlake Road Cocoa, Florida 32922 ♦ (321) 638-1426 Fax (321) 638-1010 www.fsec.ucf.edu Mar 3, 2017 MEMORANDUM RE: Wind Load Evaluation To whom it may concern, ALTERNATE ENERGY TECHNOLOGIES, LLC A representative model (AE-40) of the solar collectors manufactured by Alternate Energy Technologies, LLC (previously known as American Energy Technologies) was tested by the. Miami Testing Laboratory in accordance with ASTM E-330 and the general requirements of the South Florida Building Code. The test did not constitute certification of the product, but only that the test results were obtained using the designated test methods. _ Testing was non-destructive in nature and intended to provide load values for use in subsequent wind load calculations. -Results -of the-test-are-as-follows:__s File No. 95-1249 Wind Load Test (ASTM E-330) Load Deflection sf inch -25 1.33 -51 2.29 -68 2.79 -102 3.72 These load values, when applied in wind load calculations, allow for load conditions up to 68 psf at a factor of safety of 1.5 and load conditions up to 51 psf at a factor of safety of 2.0. ALTERNATE ENERGY TECHNOLOGIES, LLC 4745 Enurgy Cove C1 • Urucn Cava SyRrm�c FL S'1.U43. 3i:U-ETd-2i9t7 • �+ww.auf.;trlyrron� Z-103 LAG BOLT ANALYSIS: ASSUMPTIONS: 1. Assume highest rated collector pressure of 68 psf 2. Assume 6 point HVHZ mounting 3. AET AE Series collector with factory mounting hardware 4. 3/8" x 3" embedment Steel Lag bolt A. PULLOUT (Withdrawal) 68 psf x collector area (40 sq ft) x 50% (area for center mounts) x 50% for 2 mounts = 681 Ibs per bolt lag withdrawal: Refer to the National design Specification for Wood Construction 2012 Edition Table 11.2A for lag bolts Assume SG for southern yellow pine at .55.3/8" dia x 3" embedment (352 Ibs/in) x 3 inches = 1056 lbs. 681 Ibs x 1.5 safety factor =1022 Ibs < 1052 Ibs, GOOD B. SHEAR Assume the side wall area on the 10 ft side for affected area for lateral loading (worst case) Area= 021.187"x3.137")/144=2.64sgft Shear force = (2.64 sq ft x 68- psf) / 6 mounting points = 29.92 Ibs per mount Refer to the Seismic Design Manual 2003 edition page 842 3/8" x 3" allowable shear load = 432 Ibs 29.92 Ibs, GOOD Conclusion: 3/8"- x 3" embedment lag bolt is adequate for this application up to the rafting of the collector. LAG BOLT MOUNTING MOUNTING FOOT ROOFING SEALANT � I — SHINGLES PLYWOOD ROOFING DECKING !j FELT LAG BOLT 2" x 4" I TRUSS LAG BOLTS ARE TO BE 3/8" DIAMETER AND MUST PENETRATE THE RAFTER MEMBER A MINIMUM OF 3". PILOT HOLES SHOULD BE DRILLED INTO THE CENTERLINE OF THE RAFTER AND SHOULD BE BETWEEN 50-75% OF THE BOLT DIAMETER. N O T I C Est REVISIONS DRAWING INFORMATION Ths thoughts and Ideas expressed REV DATE BY DESCRIPTION DATE: 11211201T here within are the exclusive DRAWN BY. property of The LoverEdge The use SCALE: N.T.S. 1423 Gunn Hlghway of those materials, without the SHEET NO: Odessa, FL 33556 written consent of the LE or SHC, 813-403-5100 Is not permitted. o° ,o. �,pG A N ° o • 4 0No �• ��GENSF'•.F 47 �' p o -33 STAT OF J O A sO N A', Z-104