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PROFESSIONAL <br />DIGINEERING UCENCES PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 5 OF 23 <br />m % <br />m : <br />45880 10)31/11 <br />19405 100·1111 <br />34009 1120/11 <br />25873 12/]lttl <br />STANDARD CONNECTION USE - <br />4/LRP-2 & A/LRP-2 10 @ 6 OC <br />EA SIDE OF RIDGE <br />5/8"0 BOLT W//2" STRUCT I PLYWOOD 7FACIAPLATE WASHERPANELi ; NOTE:LAMINATED ROOF PANEL -1 SIMPSON A35 @ 24= OC <br />MAY USE ALTERNATE RIDGE BEAMS <br />.6--1./.4-1.¢:B:.0. PROVIDED SITE SPECIFIC ENG IS "·3:.1/ 73»12·>11 <br />PROVIDED BY A LICENSED P.EL .:-2230:?:9'Re:17 <br />2x RAFTERS @ 24" OC - <br />(SIZE PER IRC/FBC <br />PERSCRIPTNE SPAN TABLES) <br />- <br />- 2x RIDGE <br />1 ALUM RIDGE BEAM AAC-757 <br />AAC-758 <br />1- ad @ 6" OC <br />(ALL EDGE & FIELD) <br />- 2-15/16-0 LAGS - 1/4"0 WS*3" LONG b@ 60' OC (THROUGH & <br />LEDGER INTO BUKG) <br />(NOT SHOWN IN SECTION) <br />.-0-.-01 <br />In[L un <br />WOOD SHIM -7 -2-#16 @ EA <br />@ VALLEYS RAFTER <br />%@EN <br />ES!1211 - I 2 -TI411 <br />$0,6 <br />i 83107 12/31/11 <br />10495 12/31M1 <br />030178 128U11 <br />16508 1201/1 1 <br />029174 12/3181 <br />E-11328 12/31/11 <br />64661 1231tll <br />152:2PE 1201/11 <br />8977 1281 tl 1 <br />- - li <br />6-#14 SMS-L SIMPSON LTT208 (E) SHE <br />EA SIDE OF RIDGE <br />4-#14 SMS --1/ <br />ALUM POST - DOUBLE TOP PL <br />BASE/CAP <br />3»*3"x.120" --/ SHEATHING <br />- 3/8" MIN STRUCT I <br />ALUM POST <br />2*4 @ 24" OC <br />(MAX) <br />PEN <br />0025858 <br />PE <br />0033435 <br />01/31 M 2 9 <br />.. 16d @ 6" OC <br />4331/12 4 lod @ C OC <br />- - (E) RAFTER M31SAS 3008 dal <br />9483 0301112 \1 <br />PE€796 <br />P.8280 <br />15484 <br />10950 <br />24OEEO <br />4545200 <br />44193 <br />45542 <br />41532 <br />14355 <br />23776 <br />017455 <br />25455 <br />PE <br />10TU1912 <br />04,6012 L (E) RAFTERS <br />04/3[912 ANL -- CE) DOUBLE TOP PLOil/30/12 <br />0480,92 L 2x BLKG <br />04/30/12 ATTACHMENT -.,4RAIL--I <br />0012 1LEDGER - <br />093[y120600/12 : \// <br />06aW12 PLAN <br />06/3012 <br />NEW ,EXIST <br />060912 / <br />(E) PLYWOOD - <br />0L24/12 SHEATHING <br />1/2" MAX 1 Od @0701/12 F6" OC -- <br />1 <br />0 <br />NOTES: <br />SIMPSON A35F- <br />@ 24» OC <br />(E) SHEATHING-4 <br />2" (MIN) i <br />1 <br />(E) SHEATHING -1 <br />ALUM POST - <br />BASE/CAP <br />4-#14 SMS - <br />1 <br />L 2x OR 4x RIPPED TO <br /> MATCH (0 SLOPE L---1- <br />4x BLKG RIPPED <br />TO MATCH SLOPE <br />(MAY USE 2x 8LKG <br />IF IT CURRENTLY EXISTS) <br />L . <br />(E) STUD WAU <br />k2 <br />/8 <br />IAPMO <br />ADM <br />BY:) BY: <br />AS SHOWN *002 liNdyOPPUD 59:21 1 1/0[/90 <br />T <br />1. AT CORNERS OF ROOF, USE DETAIL FOR <br />STUDIO ROOF @ EXIST RAFTERS TO FASTEN <br />PANELS & ATTACHMENT RAIL TO EXIST RAFTERS & <br />NEW VERTICAL STUDS. <br />2. EXIST STRUCTURE SHALL BE INVESTIGATED FOR W z E n 1STRUCTURAL ADEQUACY BY OTHERS.2505 630. <br />0 &=641 <br />O 0 0 un O 2 <br />0 <br />0 0 <br />6:;-t . 9 5%2% 6.29 = <br />a UJW J 0 & <br />=38 509% 4 <br />M=/ 2.-% O»9 % Ur-: iE o ot ··2 08!.8 - <br />= 89* a *.11l <br />™ 00106313 07/31 M 2 <br />STANDARD CONNECTION- <br />VT 4 0701,12 SEE DET A/LRP-2 <br />& 4/LRP-2 ATTACHMENT <br />WI 4 071W1:TOWARD LEDGER NOT <br />SHOWN) <br />TX 94362 0&;30M2 <br /> (SPECIAL INSPECT(ON REQ'D)1 - 2x BLKG 2-3/8"0 HILTI Ke-TZ <br />SEE LRP 2A (E) FOUNDATION <br />081.11,00/12 <br />006232 <br />13158 1201/12 <br />. 92. O 00 0 •oil FOR FTG REQUCRED <br />#- 2-5/16"0 LAGS W/ 3" MIN <br />EMBED INTO RAFTER TAILS <br />GA PE030159 1281/'12 <br />M 14953 1281/12 SIMPSON A35FT-@ 36- OC S S <br />1 PS5907 1201/12 <br />2x LEDGER - (E) STUD WALL tq % <br />11138 12,131M 2 . 1.9 1% 151 : <br />008877 1281/12 <br />55015 <br />3085605- <br />2213 <br />28747 <br />02/28/13 <br />03/31/13 <br />044013 <br />SECTION .SECTION <br />STUDIO ROOF @ EXIST RAFTERS TIE-BACK @ RIDGE BEAM <br />3%=1'-0'1 1/2==1'-0° <br />24361 , ' <br />024 06130/13 <br />CO <br />8 <br />Z <br />0 . <br />Al#AY 03 2D12 X <br />3.43 <br />E <br />•S041536001m E-\m <br />0301/14 <br />080138 03131,14 <br />013 <br />No\S <br />REVISED 08/2/11 <br />1.'11'11 1 <br />SSIONAL <br />rn <br />m <br />:2/31/2013 <br />20 E i <br />1 <br />P <br />1 <br />I'l-14 -WIVill# w. 0 01'f"u,wig, lit=vuuw, Pr,Zur,U, Ut.Un,