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HomeMy WebLinkAboutConstruction Plans9 a 7 6 I 3 2 A i \C?dr-`� Aanmuaeweearrcrmvo,�aanv,ue ' . 7 f .K F� Q FAIN. �;1rk� FRONT WA real MEA reR s SIDES CNR SIDES - C 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 Residential, 6th edition (2017), FSEC standard 104-10 and Florida Statutes 377.705. CONTRACTORINPUT: Property / Customer -else I FL 3 <15'•j 1 This solar domestic water heating system is open loop or direct as defined by the 2017 FBC R202. Circulation is by DC powered pump and a 10 W PV module. 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. DC stainless steel circulating pump by El Sid, March or Laing 10 Watt PV module by Solar Tech, BP, AFE, or Natural Light 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 F 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 Title Content Rev Date Notes A-101 Cover.pege, 1 Site plan, index, notes 00/00 1 A-102 Wina Lrfad-!C-�ICs, ;Developed chart for 2017 FBC Table R301.2(2) Roof Pressures 00/00 1 P-101 -PjwnU System 'schematics 00/00 1 S-101 �AitaEhments Mounting hardware, (lashings, attachments 00/00 1 S-102 Attachhi�n`ts' 1 Mounting details 00/00 1 S-103-xAttachmegts, Flat roof mounting details 00/00 2 S-104 .QttacHMEinis'I -AEZcollector, HWHZ 51<PSF<68 00/00 2 Z-101 Y SEC jc ; > ;ueitifications 0-50-21 and 066-32 00/00 2 Z-102 `�`, ( Certifications 0-80-40 and 0-120-64 00/00 2 Z-103 FSEC).-; ; Lv • ' Certifications 0-120-80 and AET letter 00/00 1 Z-104 Lag Bolt 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 Cp Solar Thermal Systems" J I NU tJ r 1. Drawings, calculations, tables developed requiring a PE seal and �u 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: JOHN ALGER 4105 SAINT JOHN'S PARKWAY SANFORD, FL 32771 PH 800-929-3919 X1411 jalger@thelevemdge.com State License # 74730 CONTRACTOR REQUIRED TO INDICATE SYSTEM SIZE BY SELECTING THE CORRESPONDING BOX BELOW. ) L7 !!J Select one from the list below: ❑OPV-66-32 FSEC# 300509 �+ FSEC# 300506 OPV-120-64 FSEC# 300507 OPV-80-64 FSEC# 300508 LJOHNDN BVALGER, PE r.' PROVIDER: rHELEVEREDGE 1423 Gunn Highway 8uesa, FI.335.56 8134QL518h A B cemrrca n1 l 8uthe,Mon g: MM C Where O=open direct system DAMIWI1 164:17PM first numbers are tank size, second numbers are array tLDR-O-DC-AE area. All are active pumped using a different controller Rev.12.15.17 with sensors. a 1ria V� ; LUCIE COUNTY J (o PLAN REVIEW ?'� DATE: PLUMB: DATE i" MECH DATE. ' 1 , LAO I - `� 9 .ry A-101 0 E F Table R301.2(2) interpolated to effective area of igty 21sq ft module or collector Exposure 0, mean roof height 30 ft and under, Kd = .85, Krt =1 I roof Roof 13111 1401 1 1501 1601 165 Jill 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 11.3 -29 119 -30 12-6 -32A 0.7 deg 2 10 -26.9 10 .30.8 9.2 -35.8 10.6 -40.8 11.3 43.3 11.9 45.8 12.6 -49 3 10 -37.6 10 43-6 9.2 -49.5 10.6 -563 113 -605 11.9 •64.4 12.6 •68.4 1 30 •16 11.1 -18 123 34.9 14.4 •24 15A -25.5 16.3 •27 17.3 -29 8.27 deg 2 10 •25.9 11.1 -30S 12.7 -52.8 24.4 -39.8 15.4 -423 16.3 AM 17.3 47.9 3 10 -39.9 iLl 459 12,7 -22.9 14.4 •59.8 15:4 -63.8 163 -67.8 17.3 -72.4 1 162 -17 18.8 -199 21.6 -24.6 24.6 -259 26.2 •27.4 27.7 28.9 29.4 31.9 28.45 deg 2 162 •20 18.8 -23 23.5 -26.9 24.6 •30 26.2 •32 27.7 •33.9 29.4 •36.5 3 26.2 -20 1&e •23 21.6 •26-9 24.6 'Su 2b.2 -3Z 27.7 -339 .4 •36.5 1 Exposure C, mean roof height 158 and under, Kd = m, Kzt =1 and lam(adjustment actor) = LZ2 roof Roof 130''::, 1401 1501 qi; 1651 1701 1751 pitch Zones down uplift down uplift down uplift down' uplift down uplift down down uplift 1 12.1 -20.6 1L3 24.2 11.1 -27.9 12.8 -31.5 13.7 33.9 14.4 15.2 38.8 0-7 deg 2 12.1 -32.5 SLl -37.3 11.1 43.3 12.8 49.4 13.7 -5L4 14.4 15.2 393 3 12.1 45.5 12.1 -52.8 111 -59.9 12.8 13.7 -73.2 14A 15.2 -828 1 12.1 -19.4 13.4 •21.8 15.4 42.2 *17, 4' 29.0] 18.6 -309 19.7 F-'41.0�:145 20.9 -35.1 8�25S .idcBq 2 12.1 •31.3 13A -37.4 15.4 •63.9 17:4 482 1 1&6 •53.2 19.7 20.9 •58.0 3 121 48.3 13A -55.5 15A -27.7 17'4 -7L'4 1&6 -77.2 19.7 20.9 .87.6 1 19.6 •20.6 - 2L7 -24.1,,. 26.1 -29.8 29.8 •31.3 31.7 •33.2 33.5 35.6 38.6 28-45deg 2 19,& -242 2L7 -27.8:': ^2&1 -3L5 2.9.8 -36.3 31.7 -38.7 335 .6 -44.2 3 19.6 -24.2 2L7 27.8 26.1 -32.5 298 •36.3 31.7 -38.7 33.5 .6 44.2 1 Exposure C, mean mcd helght 15 -30ft, Kd =.85, Krt=1 and Lambda adjustment factor =1.4 11 roof Roof 3301 1401 1501 1601 165 1701 1751 Pitch Zones down uplift down uplift down uplift down uplift dawn uplift down uplift down uplift 1 14.0 -23.8 14.0 -28.0 1L9 -32.2 14.8 -36.4 158 •392 163 42.0 17.6 449 0.7 deg 2 14.0 37.7 14.0 43.1 12.9 -50.1 14.8 -57.1 158 •60.6 16.7 -64.1 17.6 -68.6 3 14.0 -52.6 14.0 -61.0 129 -69.3 148 •79.1 15.8 -94.7 163 •90.2 17.6 .95.8 1 14.0 -22A 155 •25.2 17.8 48.9 20.2 -33.6 21.6 -35.7 228 •37.8 24.2 40.6 8.27 deg 2 14.0 •36.3 15.5 43.3 17.8 •73.9 20.2 -55.7 21.6 .59.2 228 •GL7 24.2 -67.1 3 14.0 -55.9 15.5 -64.3 178 -32.1 20.2 -83.7 21.6 -893 228 -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 39A 38.9 - 0.5 41.2 44.7 28-45deg 2 2L7 •28.0 26.3 - 32.2 30.2 •37.7 34.4 42.0 36.7 44.8 38.9 47.5 412 .51.1 3 22.7 •28.0 26.3 -32.2 30.2 37.7 34.4 42.0 36.7 -44.8 388 475 412 •51.1 Exposure D, mean roof height 15 It and under, =.85, Krt =1 and lambda (a Justment ctor) =1.47 roof Roof 1301 1401 1501 1601 1651 1701 175 pitch Zones down uplift down uplift down uplift down uplift down uplift down uplift down uplift 1 14.7 -25.0 14.7 •29.4 135 .33.8 15.6 -38.2 16.6 412 175 44.1 183 47.2 0-7 deg 2 14.7 -39.5 14.7 45.3 135 •52.6 15.6 •60.0 16.6 •63.7 173 -67.3 185 42.0 3 14.7 -55.3 14:7-- -64.1_ _13.5 _ -72X 15.6 -83.1 1&6 -88.9 17.5 -94.7 185 .100.5 1 14.7 -23.5 '16.3f/ I -,.26,5,E , ]8i7 513 21.2 -35.3 Z2.6 •37.5 24.0 -39.7 25A 42.6 �8-7deg 2 14.7 -38.1 164 _, ,; 45:4-' -1&.7• .77.6 212 •58.5 22.6 -622 24.0 •65.9 25A •70.4 3 14.7- •58.7 163-• T:fi-7:Y2l �;3&7 -33.7 2L2 •87.9 22.6 -93.8 240 -99.7 25A -106.4 1 23.8 25.0 27.2 •29.3 31.8 1 •36.2 36.2 -38.1 385 40.3 40.7 42.5 43.2 46.9 28-45deg 2 23.8 •29.4 ; 27.6 -33.& --3L'8 ) •39.5 36.2 44.1 3&5 47.0 40.7 49.8 432 •53.7 3 2&8 •Z9.4 J 27.6 •36.6 318 1 -39.5 36.2 44.1 385 47.0 40.7 49.8 432 -53.7 1 Exposure D, mea1)raofheigh(�5_ta 30 d„-85, Krt= l and adjustment factor=1.66 1 1 1 roof Roof 130i 1 _ 1401 ;j'� r ;J 1501 1601 16SI 1701 175! pitch Zones down uplift I down uplift "1-down i uplift down uplift down uplift down uplift down uplift 1 �15 •7sa1 16. �33$ -153; -38.2 17.6 43.2 168 465 19.8 49.8 20.9 .53.3 D-7 deg _ 2, , 1&6 :) 44. I ` '-ifr.6- 1:f t`3�31 -59.4 17.6 -67.7 18.8 -719 19.8 .76.0 20.9 -81.3 •1G6. •62.4r ;,-•Sfi.6 ;@j2- -j .ZT531 • 22.2 17.6 •93.8 19.8 •100.4 19.8 -106.9 20.9 -113.5 .1, mfi� -1 t-46.6•' 128Ar• -299'r };21.11 S79 23.9 -39.8 25.6 42.3 27A 44.8 28.7 48.1 8.27deg r,2, '1&6 43. 38,j•4' --"ii1,3 21.1f -87.6 239 -66.1 25.6 -702 271 •74.4 28.7 •79.5 3 '16.5. 1 -6&7, pe:4-- '• 6. "21.1' -38.0 23.9 •99.3 25.6 d05.9 27.1 -112.5 28.7 -12a.2 •. 1 269j, •282__ 1 - _-33•;U,. .9 Is 40.8 43.0 435 45.5 46.0 48.0 48.8 53.0 28.45deg� 2. f.9° (.•33.2 - -3 2__' r98_2 _ 35.9 44.7 40.8 49.8 43.5 -53.1 46.0 -56.3 48.8 •60.6 ' +.3 26.9 •33.Z 3L2•- -38.2 359 1 44.7 I 40.8 49.8 435 •53.1I 46.0 36.3 488 •60.6 Per Florida Buildldg_Code, eNd clfvbe arc tnb^ ta2an as the suffice area of 1 module or panel i Tables interpolated:iron) 2017 orida Lddmg.Wde•Residential, 6th Edition (2017) Page 25 as allowed for effective area Table values have been adlust0d and teglculated for height and exposure using adjustment coeffidems in Table 301.2.3 .. . 1 I Ta evaluas avealready een muitprQby .6tow vedcomponmtxnddaddineoressumsto ASI Va ug-i-given In pSF poun s per sQ ft pressure . Positive values in27cate3-own rce; nega0ve value- s 1nndiicate upli 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. PicKthe 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 td•panelyiieflect pn �For,panels mounting in roof zones 52 psf to 68 psf, high wind '_'mounts f6r`.the; 4x10 panel, 6 mount attachments must, be used. ;;;C tP'l j -'iwws onfLeRpgFs 7--0446v Not�1Cii- 41eet idatl 6cs. NPROOF6 4•=oa2r 1.. ENGINEER: JOHN ALGER 4105 SAINT PARKWAY SANFORD,,FL,,FL 32771 PH 800-929-3919 X1411 jalger@theleveredge.com State License It 74730 0 PROVIDER THE LEVEREDGE 1423 Gunn Highway Di sa, R. 33556 81�5100 CerSflrate of AulhodeGon g:31930 NOTES: DRAWN BY: JOHN ALGER, PE r UHTE 11/4/N169:30 M4 1 LDR-O-DC-AE Rev.1215.17 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. h: Mean roof height, in feet (meters), except that eave height shall be used for roof angles <100. 0: Angle of plane of roof from horizontal in degrees. A-102 TYPICAL 'AC' PUMP SYSTEM n AIR VENT SURE RELOF VALVE PROTECTIEN VALVE SOLAR THERMAL CM.LECTOR O PV PANEL TYPICAL 'DC' PUMP SYSTEM �AIR vEHr THERMA SOLAR CLECTL 0.R j DUrERDMAL —I- VRAIN VALVE(S) I I AT DRAIN VALVES) CIRCO.ATIOI A.W-ANTI-S]PHCH VALVE, ELECTRD)7SLLATIOI VSE�MICEHV-TO FID(TIRESTHERKMICIER M.ATON VALVE a SOAR STORAGE TANK V/ ELECTRIC BACW CUMU ATOIN F MOLATMN VA 7FR KV TD F'DRURES - SURE RELSF VALVE FROTECTKIN VALVE —ANTI-SIPHUN VALVE, MECHANICAL SERVICE TSMATM VALVE V c+DTd-. V,STORAGE TANK / ELECTRIC BACKUP Meets requirements of 2017 Florida Building Code 6th edition Residential Section 2802.1 for mixing valve and temperature indicator at the mixing valve outlet. xorweN REVISIONS PIPING SCHEMATICS mn.o��e�e�narw wiwm bw.nrmu+ctwrr.n w,uN bra AC AND DC PUMPED SYSTEMS P_,o, �a�vernrbslBraC �l1�}I�diGDS58 bM/vddbY il P-101 --ALTERNATE ENERGY TECHNOLOGIES, LLC SOLAR COLLECTOR INSTALLATION DRAWINGS (MOUNTING HARDWARE ALTERNATIVES) r2a•— sr ---► Il 1] ! ( a I �jI �1 1 I i Is 11( s it j 1 I IJ I j 19 RACK MOUNT Ji \q MOUNTING CLIP OPTIONS FLUSH MOUNT STANDARD MOUNT OPTIONALHURRICANE MOUNT FOR HVHZ ZONES Z f. INSTALLATION REQUIREMENTS 1) THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THIS DRAWINGS I FOR THE INSTALLATION OF ALTERNATE ENERGY u} TECHNOLOGIES AESERIES SOLAR COLLECTORS ON STRUCTURES SUBJECTED TO A MAXIMUM UPLIFT PRESSURE OF 68 POUNDS O PER SQUARE FOOT (PSFj. U 2) THE DESIGN OF THIS INSTALLATION IS BASED ON REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE, ASCE7-10 AND TESTING OF THE SOLAR COLLECTOR N 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-T8. 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 00100 LISTED. AE - SERIES COLLECTORS MODEL ABSORBER WIDTH LENGTH SRCCN AE-21 SELECTIVE 35.1875 85.1675 10001940 AE-24 SELECTIVE 35.1875' 97.1875' 100D7943 AE-26 SELECTIVE 47.1875' 77.1875' 2011056A AE32 SELECTIVE 47.1875' 1 97.1876- 1 10001856 AE-40 SELECTIVE 47.1675' 1 121.1875' 10001820 DESIGN WIND PRESSURE MAXIMUM SUCTION UPLIFT: 68 PSF pOnece: REVISIONS OWtyfaep3W1{lgl rrwederr.w.o.aa �vI ure er oEsamrav an: +avaa r..w...s.nwn. ouvne.: u2e (wmf[ehrry ei,�.Vare, l.wtq.fe,w sue: krs S-101 elxmalao S-101 n.6 4 TYPICAL INSTALLATION DETAIL (STANDING SEAM METAL ROOFI Ct vxl-MM RW(i+GrAR � RAT1WA0t W�IDx52rnJ{ ' bd•CeY.L1V -�g� �i M.biYCtOt tJP9610Y1tl il/R tNW01 b CONNECRON 0ETA4 ytwSFP.WfACTWCROfUACwAPC faQPAYUIPIWIHIW eeuEnecvirnors DESIGN WIND PRESSURE I MAXIMUM SUCTION UPUFT 6B8 PSF r'- SOIARCOLLECIW WRAT1•NEXGtP 6CAEW WJ MT WASHER �T MOUNTNGCVUS m —' SEAMEDNETAI, ROOF _,� ) Wr9ET6T9#EN3 tEVILEItMN-271R1OYRJ1 .- l '. SECTION VIEW A•A ySEAMEDMETAL ROOF ` is f RODTP4 jiv FELT AO MRS LAG BOLTS ARE TO BE 3W DIAMETERAND MUST PENETRATE THE RAFTER MEMBERAMINBAUMOF`3'` { PILOTSHQiIM.©(21II��1L-y L*1T0 THE CENTERLINE OF THE RAFTER AND SHOULD909TW9 THE BOLTmwE. APPLY AUHcow'A1TiG�iIYTpFR6660,kLANIT ORA SEAL.AM PAD AROUND THE �9t N�ipRJOR To SELxtnING- E�wUNTING BRACKET. ALL 00lRBECTILTihlT'tA4.OWAf2E (BOLTS & %BASHERS) TO BE STAINLESS STEEL. THIS DEAL SHOUIOBE SPECIFIED BY THE DESIGN ARCHITECT OR ENGINEER To BE CAPABLE NAND({iN0 ADDRICNAL LOADS. REVISIONS au+wmmFowu:xx+ REV CATE nT M-SCRWTIC" ff0.TE VSVAJIT 1 St:Fie Nrs S-102 17THREADED ROD R ptE IX1 HEX CAP SCREW SPANNER MISNTFlRI ES STEEL) '-'---,. ROOF STRUCTURE 1-10D NAL OROCAEW AT EACH RAFTER 2-Ae SPANNER (TO.00 RAFTERS) rxS• SPANNER (W OC RAFTERS) n ZN MW STEEL ANGLE SPANNER MOEF{f]{Tif CLIP ,masxv to cwscFmw W-16 x 1II m CAP SCREW WACERDL= ASPEaVeKEO — F,J9PAN9 FMf%RKUD.NI w CItemPGIT8 7R BUM EAIANT TRIANGULAR MOUNTING f BRACKET SPACER (AS REWIIRED) SPACER I j e BLOCK N FAFIER --- 1-SONAILORSCREW AT EACH SPACERSI,DCK '.l STAINLESS STEEL FLAT. — WASHER LOGS WASHER AND NUT 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. f}-^.�MARffi0 j1 ruwmv f—tf�'.-.. a�.r•.niw DESIGN WIND PRESSURE �i .�/r��� YfS11PA wTnKuwr � wweAa v �of umtm. wwr�roe TYPICAL INSTALLATION DETAIL (INCUNEDTLE Boon MAMI WM SUCTION UPLIFT'.68 PSF _ InRT�4wE0A8tRT,, ORNIX1tSBiEW' fWSSERSEtYWf TBUNOIAARLIOifNTB/O [fiiA3:tEu3 BTEELI —�` '^ BRACKET CLAY ROOF STN810FFSPAcm TBEs \. .�..d,. lA9 RFWWn) W E}uftL 33565 35 5, , 011340 L 31'-�d6� e+s<a1s1IE 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 MORETHAN 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. SECTION NEW AA SPANNER DETAIL 2xrsPANATae DeocwrTarsT 2%S'ffi'A41'ER WDC ftMTER4) 7>t 2Y }nb• STEEL ATGLE SPAtCtER atFwnepACERaoac STA@LESS STEEL FLAT. YMW ER,LOCKWASMi2 AND NUT � AOLM w'-mxutwnJc Paec�w CONNECTFDN OETAIG INaafuNrAcnREls nv¢1vmE ran PI:W18.6T]IFRfY! morwaooF6 a 0 f` 0 INSTALLATION DETAILS - FLAT WOOD - FRAME ROOF rX t• V�G�V - GA TYPICAL INSTALLATION DETAIL (FLAT WOODFRAME' ROOF) 1" X3" X 1/B" SQUARE ALUMINUM TUBING (2 FOR STANDARD MOUNTING TO S1PSF, 3 QTY FOR HVHZ WIND ZONES MAXIMUM .LENGTH OF TUBINGTO 2'4' FOR A 30 DEGREE ANGLE AND HOR2orlimty MOUNTED COLLECTOR IN HVHZZONES LAG BOLTS INSTALLED INTO THE CENTER OFA RAFTER OR TRUSS MAYBE USED IN LIEU OF 1/2"ALLTHREAD RODAND SPANNIERS WITH BLOCKS SEE LAG DOLT MOUNTING DETAIL PITCH POCKET WITH SPACER BLOCKS MUST BE USED W THE SAME WAY AS WITH THE ALL THREAD ROD.3/8" DULX 3" MINIMUM EMBEDMENT LAG BOLTS MUST BE USED. • HINGE MOUNT /— CLIP - 3M.16 114'-2D X 1? HEx 3B'-ISFINISAD W CAP SCREW NIXNVY TRIANGULAR MOUNTING '1'x 1'x 118' BRACKET ALUMINUM 3MMSX4'HSX SQUARETUS£ F CAP SCREW 318'-1BXI-T,rHEX CAP SCREW TRIANGULAR MOUNTING BRACKET CONNECTION DETAIL ��11 117 �"UFACTU" VARDWARE FOR THTEO MDUNT' I*iu;mRoc s. USE PITCH PAN HINGE MOUNT CLIP 114'-WX 1? HEX CAP SCREW 3f8"-18 X 4' HIX CAPSCREW SPACER BLOCK AS REQUIRED PITCH POCKET (PAN) CONNECTION DETAIL FOR MOUNT ON FLAT ROOFS USE PITCH PAN URETHANE OR SU'm 1?THRFJrOED ROL7 RUBBER SEALANT OR HEX CAP SCREW TRANGULARMOUNNNG (STAINLESS STEEL). BRACKET SPACER ROOF - (AS REQUIRED) STRUCTURE 0*1 1-1DD NAIL OR SCREW i-�NALL 0FCS REW AT EACH RAFTER AT EACH SPACER BLOCK 29k4- SPANNER(IV OC RAFTERS) STAINLESS STEEL F T 2'x V SPANNER (24' OC RAFTERS) WASHER, LOCK WASHER 2Dt 2Y 311W STEEL ANGLE SPANNER AND NUT 1 Spacer Blocks shall be Installed within 1" of the thru-bolt. 2 When thru-bolt Is within2" of a rafter, only one spacer block will be required on the apposite 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 1-1/1" or more apart, It will be necessaryto 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"x3/1W) may be substituted for wood spanner. 'Hex Cap Screw length varies with roof construction and spanner design. GENERALNOTES 1 The Solar Collector installation as detailed In these drawings is for the installation of Alternate Energy Techniologles 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 2017• Florida Building Code, ASCE 7-10Minimum Design Loads for Buildings andbther 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-T6. All Structural Steel members to below carbon, galvanized steel, and all hardware ( bolts, nuts, washers) to be stainless steel 112'CTHREADED ROD ORHIX CAP SCREW TRIANGULAR SOLDER "COOLIE, (STAINLESS STEEL) MOUNTING CAP BRACKET 3PPER PITCH o r PITCH FEEDIRETURN --•� I 8UILT-UP PLUMBING II APPLY ROOFING SEALANT ROOF FLASHING DETAIL APPLY ROOFING SEALANTTo.THE UNDERSIDE OF THE FLASHING BASE PRIOR TO INSTALLATION SPACER AS REQUIRED PiTCH PAN DETAIL r 1 `,, 'atoTlDes REVISIONS AM\cae Vt6DPtMT1pN m"inw.".maea The LemEdge Certificate of Authorization: DESIGN VAUD PRESSURE REV DATE 9Y DC3cA1Rn6Y care: trsrrmn 31930 MA)aM MUPLIFT PRESSURE. Dwv+NW. 1423 Gunn Hi -i t T tie"..y.tm.r.wRawswuu ghway INT srxe: firs tealPak+'•»' ,•ad"."�wa•m�uam, Odessa, FL 33556 sf PSFVaTH4P0MOUNTING AND STANDARD HARDWARE y tMc54gti w"vc- 813-490-3400 State License tt: gD P� WRN 6 PANT MOUrmNGAND twHZ HARDWARE&I3•CD.1ar50 74730 S-103 1-1DD NAIL OR SCREW i-�NALL 0FCS REW AT EACH RAFTER AT EACH SPACER BLOCK 29k4- SPANNER(IV OC RAFTERS) STAINLESS STEEL F T 2'x V SPANNER (24' OC RAFTERS) WASHER, LOCK WASHER 2Dt 2Y 311W STEEL ANGLE SPANNER AND NUT 1 Spacer Blocks shall be Installed within 1" of the thru-bolt. 2 When thru-bolt Is within2" of a rafter, only one spacer block will be required on the apposite 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 1-1/1" or more apart, It will be necessaryto 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"x3/1W) may be substituted for wood spanner. 'Hex Cap Screw length varies with roof construction and spanner design. GENERALNOTES 1 The Solar Collector installation as detailed In these drawings is for the installation of Alternate Energy Techniologles 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 2017• Florida Building Code, ASCE 7-10Minimum Design Loads for Buildings andbther 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-T6. All Structural Steel members to below carbon, galvanized steel, and all hardware ( bolts, nuts, washers) to be stainless steel 112'CTHREADED ROD ORHIX CAP SCREW TRIANGULAR SOLDER "COOLIE, (STAINLESS STEEL) MOUNTING CAP BRACKET 3PPER PITCH o r PITCH FEEDIRETURN --•� I 8UILT-UP PLUMBING II APPLY ROOFING SEALANT ROOF FLASHING DETAIL APPLY ROOFING SEALANTTo.THE UNDERSIDE OF THE FLASHING BASE PRIOR TO INSTALLATION SPACER AS REQUIRED PiTCH PAN DETAIL r 1 `,, 'atoTlDes REVISIONS AM\cae Vt6DPtMT1pN m"inw.".maea The LemEdge Certificate of Authorization: DESIGN VAUD PRESSURE REV DATE 9Y DC3cA1Rn6Y care: trsrrmn 31930 MA)aM MUPLIFT PRESSURE. Dwv+NW. 1423 Gunn Hi -i t T tie"..y.tm.r.wRawswuu ghway INT srxe: firs tealPak+'•»' ,•ad"."�wa•m�uam, Odessa, FL 33556 sf PSFVaTH4P0MOUNTING AND STANDARD HARDWARE y tMc54gti w"vc- 813-490-3400 State License tt: gD P� WRN 6 PANT MOUrmNGAND twHZ HARDWARE&I3•CD.1ar50 74730 S-103 INSTALLATION DETAILS - HIGH -VELOCITY WIND ZONES (HVHZ) (DADE 6 BROWARD COUNTIES, WIND PRESSURES 51 TO 68 PSF) TYPICAL INSTALLATION DETAIL (INCLINED SHINGLE ROOF) (FLUSH MOUNT ONLY AS SHOWN) THE COLLECTOR ATTACHMENT HARDWARE (AECUPS) SHALL BE MOUNTED ON THE LONG SIDES OF THE 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 W 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 CUPS THAT ARE ATTACHED TO THE SOLAR COLLECTOR SHALL BE WITHIN 112 INCH OF THE INDICATED DISTANCE LISTED BELOW AND SHALL BE LIMITED TO THE INSTALLATION METHODS DESCRIBED IN SHEETAE$ OF THIS DRAWING SET. INSTALLATIONS MAY REQUIRE ADDITIONAL ROOF BRACING. THE CONTRACTOR SHOULD CONSULTA 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. COLLECTORATTACHMENT (SECTION VIEW AA) HINGE MOUNT CLIP IA07Nt NWAAii '�""'�.. f` �•® iw-m%t?S3 L HRAClG7 HEXCAPSG:EW ♦y`•,.(/J F:,�1 M f `` HEXICAP SC{SEW 1. ry�t `I1 Sf G THREE'ASIMW ARE TOBEUMALLEOATEACH CONNECTION POINT Fh.• WITN THE TRIANGULAR BRACKET AS SHOWN IN THIS DETAIL FIGURE 2. ATTACHMENT HARDWARE HINGEMOUNT P-211 X t7 HEX 4PSCREW w"s F4BSHET HEX NUT 3VAO Xe HEX CAP SCREW -9llmce- F1 r.y I T REE'AE.0 JPS' ARE TO BE REQUIRED TO ATTACH THE COLLECTORS TO THE STRUCT PROPERLY WHMH USING THE ANGLE BRACKET. NO SUBSTITIMNS ARE ALLGWEO. REVISIONS IM%'4 i+aC'a' l.L'�/T?Ta ate. xaTlece: 1NldmaW �m�a�cryeu,d RLV GAT fi ay aEACfiNitaN CAM CAS way. 110=7 Aeu wMY,wW ne6)Yw xrcd NTA. id23 camel wdMnr NTnr�meiMwl.NRwlUnefr OdeaTa, Ft 3TSS8 ..Imn`wAwa.e ardor. S-104 Atp-iWeylap CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER MODEL: OPV-80-00 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 Flodda Energy Factors (FEF) for this system are: FEF Norm (FEFs) FEF Central (FEFr) 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 0009ON AE-40 1 3.70 (m-) 39.79 (W) Technologies 2 Altemaie Energy 00215N MSCdO 7 3.76 (m2) 40.52 (ft') Technologies 3 Alternate Energy 00081N AE-21 2 3.86 (mC 41.54 (ft') Technologies 4 Alternate Energy 00213N MSC-21 2 4.00 (m-) 43 (it -)Technologies Tank Manufacturer Model Capacity - Type EquWalem Tank may be substihred Rheem I 81VR60U 1303 liter Solar I YES Pump Manufacturer Model Number Power Draw Type Ivan Labs SID 10PV SS low Centrifugal March 809-BR-1224 48 W Centrfugal Ivan Labs FJ Sid 10PV low Centrifugal Laing DC-201 wAM 3 W Centrifugal Controller Manufacturer Model Number Type Solartedi SPM010P PV BP SX-310J PV AEE AE-10ST PV Freeze Protection 1: Freeze valve Freeze Protection 2: Recirculation Te hniical}Drifeofai' , V R Print Date: April, 2017 © 2014 University of Central Florida. Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu Page I of 2 CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER: MODEL: OPV-66-32 The LeverEdge THERMAL SYSTEM Pumped, Direct 1423 Gunn Highway TYPE: Odessa, FL 33556 USA www.theleveredge.mrn CERTIFICATION M 300509 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 calwlated Flodda Energy Factors (FEF) for this system are: FEF North (FEFs) FEF Central (FEFs) FEF South (FEFs) 2.40 2.60 2.60 Option Collector Panel Collector Panel Collector Panel Quantity Total Panel area Total Panel area — Manufacturer Certification Number Model Number 1 Allemate Energy 00089N AE-32 1 2.96 (m' 31.91 (ft') Technologies 2 Alternate Energy 00214N MSG32 1 3.35 on-)36.05 (ft=) Technologies Tank Manufacturer Model Capacity Type Equivalent Tank may be substituted UL listed conventional 66 Exfsgng gallon tank retrofitted for solar 250 liter Solar YES application Pump Manufacturer Model Number Power Draw Type Ivan Labs SID tOPV SS low Centrifugal March 809-BR-1224 48 W Centrifugal Ivan Labs El Sid 10PV low Centrifugal Laing DC-201 w1IM 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 YIi1e/' o Technical Director Print Date: April, 2017 © 2014 University of Central Florida. FSECIUCF ♦ 1679 Cleadake Road • Cocoa, Florida 32922 ♦ (321) 638-1426 ♦ Fax (321) 638-1010 ♦ www.fsec.ucf.edu Page 1 of 2 Z-101 CERTIFIED SOLAR THERMAL SYSTEM FSEC SUPPLIER: MODEL: 64 J The dgeHighway THERMAL SYSTEM Pumped. Direct Pumped, Direct Gunn Gunn Highway TYPE: Ode Odessa, FL 33556 USA www.theleveredge.com CERTIFICATION #: 300507 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 (FEFe) FEF Central (FEFc) FEF South (FEF.) 6.30 7.20 1 7.20 Option Collector Panel Collector Panel Collector Panel Quantity Total Panel area Total Panel area Manufacturer Certification Number Model Number 1 Altemate Energy 00081N AE-21 3 5.79 (m9 62.31 (ft-) Technologies 2 Altemate Energy Technologies 00213N MSC-21 3 5.99 (ml 64.51 (ft� 3 Alternate Energy Technologies 00089N AE-32 2 5.93 (m� 63.82 (ft2) 4 Altemate Energy Technologies 00214N MSC-32 2 6.70 (m5 72.11 (ft-) Tank Manufacdaer Model Capatlty Type Equivalent Tank may ba sul stiWed Rheem 181VR120U 451 liter Solar I YES Pump Manufacturer Model Number Power Draw Type Ivan Labs SID 10PV SS low Centrifugal March 809-BR-1224 48 W Centrifugal Ivan Labs El Sid l0PV low Centrifugal Laing DC-201 w/IM 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: Technical Director Print Date: April, 2017 © 2014 University of Central Florida. FSEC/UCF ♦ 1679 Clearlake Road ♦ Cocoa, Florida 32922 ♦ (321) 638-1426 4 Fax (321) 638-1010 4 www.fsec.ucf.edu Page I of 2 ..101v FSEC CERTIFIED SOLAR THERMAL SYSTEM SUPPLIER MODEL: OPV-120-80 The Leverlidge THERMAL SYSTEM Pumped, Direct 1423 Gunn Highway TYPE: Odessa, FL 33556 USA www.theleveredge.com CERTIFICATION#: 300508 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 (FEFe) FEF Central (FEFc) FEF South (FEFO 6.30 7.20 T20 Option Collector Panel Collector Panel Collector Panel Quantity Total Panel area Total Panel area Manufacturer Certification Number Model Number 1 Altemate Energy 00090N AE-40 2 7.39 (m') 79.58 (ft') Technologies 2 Alternate Energy 00215N MSG40 2 7.53 (m-) 81.04 (it-) Technologies 3 Altemate Energy 00081N AE-21 4 7.72(W) 83.08(ft2) Technologies 4 Alternate Energy 00213N MSG-21 4 7.99 (W) 86.01 M Technologies Tank Manufacturer Model Capacity Type Equivalent Tank may be substitued Rheem 181VR120U 1451 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 El Sid 10PV low Centrifugal Laing DC-201 w/IM 3 W Centrifugal Conbdler Manufacturer Model Number Typ e Solartech SPM010P PV Be SX-310J PV AEE AE-10ST PV Freeze Protection is Freeze valve Freeze Protection 2: Recirculation REMARKS: lauju 5 Technical Director Print Date: April, 2017 © 2014 University of Central Florida. FSEC/UCF ♦ 1679 Cleadake Road ♦ Coma, Florida 32922 ♦ (321) 638-1426 Fax (321) 638-1010 ♦ www.fsec.ucf.edu Page I of 2 Z-102 ,-.MEMP"RDL)W -miwi , ndioadIvaluation .T6 .7Z Airi#A*'f*RUV 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. 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 a 1052 Ibs, GOOD B. SHEAR Assume the side wall area on the 10 ft side for affected area for lateral loading (worst case) Area = 0 21.187" x 3.137") / 144 = 2.64 sq ft 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 rating of the collector. LAG BOLT MOUNTING P2802.1 relates to water temperature control and requires a thermostatic mixing value. _,,,=,,M P2802.1 relates to isolation valves on the cold water feed to the water heater. ROORNG SEALANTsx er<E3 P504.1 for antisiphon is met by use of a small hole in the cold water inlet pipe as listed in sx =n ? code. WOO PLYWOOD�•, J`' Roor�NG t1 ' h ,•• •t.Cr OE FELL " '_✓ LAG BOLT I S{ Pxd' iAj 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, Noile ET REVISIONS t � TMesvdu. MW.b.•V�•s0 REV OATG BY I QE5CtSit10N MtE: 11Y"Nt1 hVl.IIhbl ai WY[t1Y^.M�. C1YNN 6Y: pmptyd ill) i.iM�Q.iW YYO bl•.1:E: N.iB. td27 Glm Ffgrraa, tmeYeevnn.a, s1S:YulM .. Otesa FL 53556 xtt,Y conamdvatB ar peC, Z-104 a�3-4aSS�W horn nd�.a. � 104