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EXIST{NG SHINGLES ROOF TO <br />BE REMOVED AND REPLACED <br />WITH NEW SHINGLES ROOF. <br />EXISTING HOUSE. <br />1 <br />ibri' di?cd r ··24·172.r···· i ' 44 · r <br />1 1.VI! 1·.1. · 1··· J <br />-PREPARED BY: <br />il i i G l, ·J I'l.-···.I' 7'E' 4·j 4.· li l "T'-I 71n ?- · i:' 'i- , ,; · i .. I.A ... ·.irr .. 1. . . L .1 · · · · -- p 1 2 j PJ :I;-1 - ·itfif·?ff-2>I.' lf.Irt:1· f l·j Ff t¢,f},7, j lrr 1,111 . ¥ : lli 1 ; <br />(N) ROLLED <br />ROOFING. <br />2·LY:r"...'-3 ..M ' 7 1/1 1... I •. : <br />1· i ,-I LU:-2..Uil.24' -..1 11 91 111„·11·,····1; ·,F-7,"·'·7 1·'7,•Il, 1··il:. p..:·:'.dI °04) 2*6 BE.AM. ATTACH TO--3,22.:·LL__i·" - 7''" -- '-'' ,1-1,11.. ....1 <br />EXTERNAL WALL W,7 1 HROUGH 4 <br />BOLTS.91=F <br />(N) 4*4 POST BELOW- <br />+03 <br />(N) 4 06, COLTH. UOUS.MJEW <br />(WP) \ <br />(N) CBSO4:HOG -REV.·-DATE:-DESCRIPTION:ZBY:COLUMN BASE (T¥p.) \ <br />WEST ELEVATION -lifir- 6SCALE:SCALE: <br />1/4-=61.- 0 1 NOT USED <br />-EXISTING SHINS:.ES :C.or TORE REMO ED WD REPL/·CED <br />WITH : EW S.Ilb!GLES ROO <br />1 3/ 14/14 CONSTRUCTION TGN <br />PORTION :OF EXISTING FASCIA BOARD TO BE <br />CUTTED AND EXTENDED WITH NEW ROOF <br />SHEATHING PORTION. <br />·,·,·-c.M74!?.D'·'ir·.·:..77..©:.'. 3.'r. 2·.·.·. i'·n;:Effcm <br />(N) ROLLc[1 <br />ROOFING.---a«r€**90*kil<»291-9- I:- ", 4,I,,-f*· 1 T·.211·lul '111 <br />NEW RATIO COVER.--d 11 Il 1 ql ' 1[1 <br />-7 1 <br />0 <br />2 00 4*6, <br />€ :CONTINUOUS. -(N) 44 POST BELOW 051-04 .(re.) <br />(N) CBSO#41(DG--m 1/ <br />COLUMN BASE ,(TYP.) A <br />i. <br />EXISTING ACCESS DOOR. <br />SCALE SCALE: .SOUTH ELEVATION -0 2 NOT USED .N.T.S. I <br />NWGEEXISTING SLAB <br />EXISTING CONCRETE-7 <br />SLAB: TO REMAIN. <br />- (N) 4*4 POST. (DP. OF 5) <br />-(17) CBSO•4HDG COLUMN BASE <br />(1YP.) <br />FOR SIZE AND SPACING OF <br />JOIST OR RAFTER, SEE PLAN - <br />BOUNDAR';.All'JG (D.P:.) <br />A:.ONG CON; INJOUS <br />PANEL EDGES -- <br />u---STAGGER: PUWOOD JOINTS <br />3/8" MIN. EDGE DISTANCE <br />FOR NAILS - <br />/I el <br />EXISTING SLAB 1, NEW SLAB <br />13.1 1 <br />CONNECTION · <br />14' 726; Jzy: I.- 7.3-2:.-16·... 1OSED AND EMBED A B <br />A MIN. OF £- Ii. TO <br />1 Si FOUR <br />. 3 +TYPICAL INTEP•.:EDIATE : <br />NAILING O.13 .. L . <br />FLOORS-·lOu @ 10" O.C.1 2 ./t \ROOFS- lod # 12" 0 6. - <br />a.DRILL HOLE,REBA:, DOWELS <br />M FAME SIZE 30 :1621. . LIA -OF <br /> EDGE MAILING (E,R.)-- 1, GROUT 9-:9 /3-1 @ <br />24-0 C. U N <br />1 C. <br />2*3 FLAT BLKS. AT 2 _AI_GLASS <br />UNSUPPORTED EDGES. (REO·D. /1 -LON( DIMENSION .OF PLYWOOD <br />ONLY WHEN CALLED FOR ON TO RUN PERPIND[CULAR TO <br />PLANS>JOISTS <br />=SHEET TITLE· <br />ELEVATIONS & <br />DETAILS <br />=SHEET NUMBEP <br />20" SO.NOTE: PLYWOOD TO BE <br />INSPECTED PRIOR TO COVERING <br />- Mill. SHEATHING SIZE TO BE <br />2·-09 X 2--0 A-2 <br />FOOTING iSCALE SCALE: <br />N.T.S.3 PLYWOOD LAYOUT <br />N.T.S.4 DOWEL CONNECTION --2- 5 NOT USED -SCALE: .. <br />N.T.S.I. <br />/L <br />1 <br />li <br />1 1