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PROFESSIONAL. <br />ENGINEERING UCENCES PRINTED ON 08/30/2011 IAPMOESREPORT#0115 IAPMO PAGE NUMBER 4 OF 23 <br />)N 133HS 5-dhll 30 + 133HS 14¢ 'Opo,WN '-r'louk s,4,0 '0!w31V0S Tln3 <br />-SEE PANEL SPAN TABLES FOR ROOF PANEL - FASTENER REQUIREMENTS #8 SMS @24' c/c-y \ <br />ROOF PANEL-TOP & BOTTOM /SEE PANEL ROOF PANEL - 0-- LEDGER FASTENER T&B ROOF PANEL - <br />4%EMS %1¢ tic- /SPAN TABLES I \ 1.3 (SEE TABLE UNDER <br />45880 10/31/11 TOP AND 8O1T0M 1"Rfel FACIA FOR FASTENER SrEP v) <br />19405 1681111 OR <br />GUTTER 47573 <br />34009 11/30/11 <br />v v==A---lr <br />.i M REQUIREMENTS 1 V"l X v'l *'- 1 4 1 · • ·-1 <br />. <br />S3107 12,3111 <br />21 JIFA 1 - Id -7325373 1231/11 <br />OR /W <br />J .6 ADDL #8 SMS %,YPE\-1 <br />10 At)DE #8 SMS O TYPE 11 /#8 SMS SEE TABLE <br />BELOW FOR SPAaNG LEDGER FASTENER T&B1049512/31/11 8%M w ROOF EXIST (SEE TABLE UNDER ROOF DOST0 <br />5* + MAX SCREW SPACING SYSTEM STRUCTURE STEP V)SYSTEM STRUCTURE0301781231/11 <br />MWFRS <br />16508 12/31/11 WALL TOP BOTTOM <br />PRESSURE <br />029174 <br />611328 <br />64651 <br />16232PE <br />£971 <br />PEN <br />0025858 <br />PE <br />0033435 <br />5483 <br />PE·6798 <br />P-0260 <br />15484 <br />10960 <br />24GEO <br />4545200 <br />14198 <br />45542 <br />41532 <br />14355 <br />Z,776 <br />1281111 <br />12/31ttl <br />12£31/11 <br />12/31#11 <br />1291/11 <br />01/31/12 <br />03/3142 <br />03/31/12 <br />04/30/12 <br />01GD/12 <br />04£3092 <br />04/30112 <br />04.30fl 2 <br />05/3Q M2 <br />06/30/12 <br />0600/12 <br />00.30/12 <br />0660/12 <br />.mONT OVERHANG,INTERIOR ,,SIDE OVERHANG.INTERIOR <br />' 2'-0* MAX '12' MAX <br />NOTE: GUTTER AND FACIA SHALL <br />BE CONT @ BEARING WALLS FOR <br />BEARING WALL OVERHANG RIDGE BEAM ROOF SYSTEMS NON-BEARING OVERHANG <br />SECTION SECTION - <br />NTS r 6-#8 SMS T&8 @ TYPE I NTS/ 10-#8 SMS T&8 @ TYPE Il <br />CONTINUOUS MEMBER 0 - INTO PANEL SKIN @ INSTALLATIONS <br />INSTALLATIONS W/ RIDGE BEAMS W/ RIDGE BEAMS <br />\ DC-- ,r/ 4 8/PANEL JOINT 0 -4 '/ 2 e,n PANEL SKIN -INSTALLATION W/ D :,2 4 .-:32RtDGE BEAMS k -27/ -127112410 /4 .:r::LN+2 1°.5 <br />000 .,0 00 0000jftADHESIVE-1 0. 00% ...4 0-00 <br />a #a <br />3 - ADDL #8 SMS, ---L .4 13 $4 \ROOF PANEL <br />.1.-d <br />T&8 AT TYPE I .A. --T-7---f -et, 4!EXPANDED - <br />POLYSTYRENE N5 - ADDL #8 SIAS. t'*h -FP'EE--1- <br />T&B AT TYPE It <br />11 NOTE: <br />D(IST NOTE:SEE GENERAL NOTES FOR <br />ENCLOSURE STRUCTURE SEE SEC 3/- FOR PANEL. REQUIREMENTS. <br />BALANCE OF INFORMATION. <br />4'-0' MIN : PANEL JOINT <br />2 <br />P- <br />3 <br />¢ .00.0 0 <br />0 <br />115 12" 12 NOTE::2 0NOTE: O <br />00 6' C SEE STEP IV, 8 FOR ADDITION SEE SEC 3/- & A/-U. ZREQUIREMENTS.00440 6* 3 FOR 8ALANCE OF INFORMATION. <br />24 9 <br />LEDGER ATTACHMENT .ATTACHMENT @ CORNER a <br />3> 5SECTIONSECTIONWLU <br />O 0NTS <br />&JOINT FASTENER #8 SMS @ 12 OC <br />(MAY USE 24- OC FOR MWFRS WIND <br />PRESSURES OF 15 PSF OR LESS <br />O 5 1 zNOT REO'D IF SUPPORTED ON 2 SIDES 29 m-SEALANT <br />I W <br />0*0 <br />W <br />Za <br />9 <br />/.36.5 <br />00 00 000 0 <br />1-fE-:C.....00, <br />000 3N0IS30 ,1 NMVNO <br />MD <br />5 <br />TN 00106313 0781M2 <br />018 0701/12 COVER SYSTEM <br />0009154 <br />PROTECTION <br />33384 073t/12 I i F5r ROOFRAFTER @ 24° OC <br />(MAX) <br />94382 09,00/12 <br />081.1100112 <br />006232 <br />AR 13158 <br />GA PE]30159 <br />LA 14953 <br />ND PE-5907 <br />NM 11138 <br />Ni 008577 <br />FL 55015 <br />3085605- <br />ur 2203 <br />WA 28747 <br />9 24381 <br />RI 8724 <br />1281/12 <br />1221/12 <br />12£31/12 <br />1201#12 <br />12/31/12 <br />1281/12 <br />0228/13 <br />'0301/13 <br />0102/13 <br />06£30/13 <br />06;30/13 <br />- .8 SEE LRP-28 FOR <br />ATTACHMENT WHEN <br />2-A35 OR RAFTER TAILS ARE <br />COVER (2 -REMOVED <br />SYSTEM A34) <br />LEDGER SIMPSON - STRUCTURALLY <br />FRAMING ADEQUATEEXST FACIA 9(KE!-(s>+SUPPORT,(2)(6 MIN>-2 .-SEE TABLE 3 -(BY OTHERS) <br />NOTE: <br />1. CENTERLINE OF COVER SYSTEM SHALL BE ABOVE THE CENTERUNE OF <br />A35. <br />2. COVER· SYSTEM PROJECTION SHALL BE LESS THAN 20'-0". <br />3. MAXIMUM DL OF COVER SYSTEM SHALL BE 2 PSF. WHERE DL OF <br />COVER SYSTEM EXCEEDS 2 PSF BUT IS LASS THAN OR EQUAL TO 5 PSF, <br />MAXIMUM ALLOWABLE EAVE PROJECTION (EP) SHALL BE REDUCED 8Y 9". <br />4-#14 SMS ES - <br />- OF POST <br />SLAB @ GRADE n <br />(OFRONAL) 1 <br />Table 3 <br />Max. Allow. Eave Projection (EP) <br />Rafter Patio Load (pst) <br />Size (in.) 10 20 30 40 <br />2x4 Full 13 NA NA NA <br />2(6 Notched 20 NA NA NA <br />2x6 Full 27 18 NA NA <br />2x8 Notched 33 23 NA NA <br />2)(8 Full 41 29 22 NA <br />NA - Not Allowed <br />NTS <br />.0 <br />FinU 2 <br />MAY 02 2012 *FEREDNEO:E <br />017455 0G30M2 =% 1DETAILSECTION -ES25455 0724/12 <br />1' = 10-0'NTS Ull'11* 1107012 m;31/12 - <br />- 3" SQ POST <br />4 54 4 <br />r 2-3/8'0 EXP ..... <br />/ ANCHORS i#i <br />F CONCROE <br />/ FOOENG 8@G$1 -511562 1 ' <br />4& <br />O 2 <br />i Ul <br />J 0NOTE: 2 /1 1 J -77-/Vi /11 1 \ gxl}Ab,31/2013*Jj *\71-7,07 <br />GN ERE <br />A 01536 08.01n3 4. NOT FOR USE WITH EXIST TRUSSES.,- B SQUARE -'SEE TABLE UNDER STEP VII ,4 00ZE 0W30¢13 ATTACHMENT @ EXISTING EAVE FOR FOOnNG DIMENSION.6/1.Lr 30065 0381/14 SECTION /7\ ·, DETAIL K /7\ <br />060138 0110 i/14 NTS L-j 1.=1'-0.C-- <br />Re.ASEED 08/23Mt ' <br />I <br />, 0 <br />T <br />0 <br />r- <br />.UU---- 1;v. ./1, i. v--1 ..... I. J. I.... ....v <br />ono. utan,