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PLATE <br />I <br />.PF <br />II SCALE: 4x-V-°, <br />6 <br />(2) 15 CONT. <br />,i:i i I) •7 : ' tA`•�•�yy <br />TRIM RE: <br />l I <br />ROOF TRUSSES PER <br />I PLAN W/ H2.5 TO <br />BEAM <br />BEAM PER PLAN <br />I! <br />I PC/EPC POST CAP TO <br />MATCH POST SIZE <br />POST PER PLAN <br />I � <br />t <br />I <br />X X. I , <br />Gj <br />n... <br />,I <br />vJ <br />m <br />I <br />I <br />!I POST PER PLAN <br />I III <br />I I I <br />' I ' ABU TO MATCH POST <br />' I SIZE W/BOLT TO <br />I I MATCH ABU <br />I TRIM RE: ARCH <br />I i I <br />{ k I <br />• I �,I <br />d d <br />f1 <br />I �( I I I �( I I II�E�11 I I STEEM WALL AND FRG. PER <br />PLAN/mo TYP. U.N.a <br />d <br />v. <br />STYLE "A" <br />SHEATHING, NAILING <br />PER SHEARWALL SCHED. <br />PLATE NAILING <br />':• ` ma <br />VERTICAL BARS PER <br />SCI-EDULE LAP W/ <br />DOWELS <br />PT 2X DF-L LEDGER If <br />W/ 5/5' DIA BATS <br />AT 18" O.C. (36" O.C. uj <br />W-EN PARAIIEL. TO <br />FLOOR JOISTS) <br />/----- HCRiZ BARS l <br />#4 01T aG Z <br />�- DOWEL BARS PER <br />SCHEDULE cc <br />�#5 Olt aG <br />#4 BAR SPACING TO <br />MATCH DOWELS °°. <br />O [i <br />r�l <br />n � <br />HEEL 8" TOE #5 @ 12" aG AT TOE <br />BA E OF <br />SCALE: 3/4 '= 1'-0' <br />:l:,6[ <br />I <br />I ROOF TRUSSES PER <br />PLAN W/ H2.5 TO <br />L-J. <br />BEAM <br />I, i7 <br />�_ _ BEAM PER PLAN <br />PC/EPC POST CAP TO <br />TRIM RE: ARCHJ MATCH POST SIZE <br />POST PER PLAN <br />I <br />I <br />POST PER PLAN <br />I ABU TO MATCH POST <br />SIZE W/BOLT TO <br />MATCH ABU <br />TRIM RE: ARCH <br />I I <br />li d v <br />d d <br />v , . <br />=3 <br />a <br />I <br />I <br />� 4 <br />1 i <br />ROOF TRUSSES PER PLAN <br />' -• W/ H2.5 TO BEAM <br />- o <br />BEAM PER PLAN <br />PC/EPC POST CAP TO <br />TRIM RE: ARCH MATCH POST SIZE <br />z POST PER PLAN <br />U <br />cr- t <br />IXII � <br />Q �—cl-��L— Q <br />F-^ F— <br />i <br />• cD <br />d <br />M WaL AND FM PER <br />ftm/sm. M. U.N.a <br />��:II II .• 41• - <br />CD <br />00 <br />=11 a <br />STYLE (SIM"" <br />PORCH DETAILS <br />I <br />.,I V <br />JOIST BEARING CONDITION <br />I <br />I <br />, I <br />I <br />TRIM RE:- ARCH <br />< <br />w <br />Of <br />13XI IXII <br />Or <br />ROOF TRUSSES PER PLAN <br />W/ H2.5 TO BEAM <br />BEAM PER PLAN <br />PC/EPC POST CAP TO <br />MATCH POST SIZE <br />POST PER PLAN <br />SCALE: 3/4 "= 1'-0" SCALE: 3/4 = 1-0 <br />4 NOT USED 5 <br />POST PER PLAN POST PER PLAN <br />ABU TO MATCH POST SIZE ABU TO MATCH POST SIZE <br />a: W/BOLT TO MATCH ABU W/BOLT TO MATCH ABU <br />�• _ _ ._a SOLID GROUT CMU W/ (4) i_�+ I t .a SOLID GROUT CMU W/ (4) <br />#44 VERT. �� I �: I I #4 VERT. <br />r d ?� SIZE TO SUIT POST r h SIZE TO SUIT POST <br />J la . ' ° i CONFIGURATION PER ARCH. : la , wi CONFIGURATION PER ARCH. <br />TRIM RE: ARCH I'` I �� TRIM RE: ARCH <br />3 I F <br />I I I I `, �_? 1 <br />nr 4.a I�a'I <br />yf.l <br />I d 'd I d d <br />Z v d <br />i <br />=1 I <br />- I STEM WALL AND FRG PER I I I I I I (-11E1 I f STEM WALL AND FRG. PER <br />' A. Rm/me. W. U.N.a z �I I I�I dl. PLAN/SCHED. TYP. U.N.O. <br />d <br />d <br />_ • ° v a _ • d a <br />STYLE B STYLE "B (SIM <br />WALL HEIGHT <br />HEEL <br />TOE <br />BASE <br />DEPTH <br />DOWELS <br />VERT. BARS <br />THICKNESS <br />0' TO "2'-0" <br />O'-4" <br />0'-4" <br />1'-4" <br />8" <br />14 0 18" <br />14 0 18" <br />8" <br />2'-1" TO 4'-0" <br />0'-8" <br />0'-4" <br />1'-8" <br />10" <br />14 0 18" <br />J4 0 18" <br />8" <br />4'4" TO 6'-0" <br />1'-2" <br />0'-8" <br />2'-6" <br />10" <br />14 0 12" <br />#4 ® 12" <br />8" <br />6'-1" TO 8'-0" <br />1'-8" <br />1'-O" <br />3'-4" <br />12" <br />#55 0 10" <br />15 0 10" <br />8" <br />8'-10 TO 10'-0" <br />2'-10" <br />1'-4" <br />4'-10" <br />12" <br />15 ®8" <br />J55 0 8" <br />8" <br />10'-1" TO 12'-0" <br />3'-10" <br />1'-9" <br />6'-3" <br />14" <br />15 ® 5" <br />#5 0 5" <br />8" <br />SEE DETAIL 12/S6.2 FOR v <br />JOIST TO LEDGER CONDITIONo <br />(2) #55 CONT. <br />FINISH GRADE n <br />GARAGE S.Q.G. <br />lAl <br />• <br />'.• I <br />SHEATHING, NAILING <br />PER SHEARWALL SCHED. <br />PLATE NAILING <br />PER SHEARSCHED. <br />OOR 0'-0" <br />. <br />I <br />1 I .•' <br />I l j 2 CLR. <br />I <br />VERTICAL BARS PER <br />SC EME LAP W/ <br />DOWELS <br />FREE DRAINING BACIQ-ILL <br />I <br />PT 2X DF-L ME <br />PER GEOTECI•L DM <br />I <br />W/ 5/5' DIA BOLTS <br />. <br />AT18"aG(,WO.G <br />II <br />I <br />W-EN PARALIFL TO <br />FLOOR JOISTS) <br />:I <br />. .... <br />I I <br />II <br />HORIZ BARS <br />FOUNDATION DRAIN BY <br />I I4 <br />I <br />®id' aG z <br />OTHERS <br />I <br />DG AE PER <br />rBAARS <br />SCHEDULE icc <br />I I <br />05 0 it aG <br />I <br />#4 BAR SPACING TO <br />MATCH DOWELS a <br />62 <br />HEEL <br />8" <br />TOE <br />CANTILEVER RETAINING WALL WITH CRAWLSPACE BASEMENT FLOOR <br />12" O.C. AT TOE <br />T- <br />CD <br />W <br />EXTENT OF CONTINOUS HEADER <br />6' MIN. TO 18' MAX. <br />NOT USED <br />�y f • / • C FS f f �♦ / <br />PLATE <br />I ; , <br />FASTEN SIfATHNG TO WADER W/ a131" DIA MIN. FfJ�DER SIZE / <br />s ' f / <br />X Z25' NAIL AT .' O.C. GRID PATIERN AS <br />SIM AND AT I ION {ENTER TO ALL �' X 11.25 NET <br />FRAMING <br />• MST27 WA30) a14T DIA X 3125r • : <br />/ / <br />TOP PLATE TO WADER . <br />o % ` /;,- / • (2) 0.148" CIA X3.25" 01 aG /. <br />f <br />TOP PLATE 10 HEADER <br />w !i (2) 0.14T DIA X3e25' 0 Zr aG <br />I'' <br />` 7/16" MIN. THICKNESS WOOD SUiTM <br />% PANEL SWATHING \ \ \ <br />..� . <br />Jo <br />STI-D14 W/ (3B) • • <br />a148" DIA X 3:25" .. ,'' <br />5/5' DIA ANCHOR BOLTS W/ \ <br />'r • ' 7" MN. Eiu8EI1NT .. ..`. <br />MN WDTH =1'-4" FOR ONE STORY STRUCAM (2) #4 AT IQWALL <br />:. \ <br />. ` MIN WDTH = 2�-0�' FOR TWO STORY SIRUCIURES <br />• (2) #4 %ART. MR ,i , \ <br />• /Ill• ♦t11 � • • Itl• •111 • <br />111 41 111 � � � 111 111 <br />L <br />U.N.O. PER SGx-EDULE <br />t I t �- - - - - - + (2) #4 W. AT FOOTING ( - - - - -i <br />! 1 I <br />4" MIN. VDTHI 1'-4" 1'-4" 1'-4' MIN. 4" <br />AA BB AA BB <br />BB AA <br />SCALE: 3/4 "= 1'-O" <br />18 <br />TYPICAL BRACED WALL PANEL ADJACENT TO GARAGE DOOR —IBC 2308.9.3.2 <br />o� <br />0 <br />00 <br />rn <br />♦ <br />0 <br />Z <br />s <br />c <br />v <br />C\2 <br />CO <br />o <br />e <br />� <br />a <br />CO <br />(D <br />.Q) <br />LEI <br />O <br />C\2 <br />LO <br />YJ <br />r.4 <br />co <br />c\2 <br />c <br />CIS <br />4(� <br />- - <br />(f) <br />� <br />c <br />y <br />q <br />o <br />co <br />o <br />�t <br />LO <br />-7::� <br />r� <br />z� <br />* <br />47, <br />o <br />W <br />0 <br />( <br />o <br />n <br />cv <br />0 <br />r!-- <br />0 <br />a. <br />w <br />LO <br />o <br />z <br />Q <br />U <br />� <br />O <br />U <br />w <br />c� <br />Q <br />� <br />zo <br />z <br />w <br />cn <br />0 <br />O <br />U <br />fLLJ � <br />O <br />0 <br />a <br />Z <br />0 <br />W <br />w <br />m <br />( <br />� <br />W <br />0- <br />Q <br />U <br />w <br />o <br />z <br />z <br />d- <br />n <br />N <br />W <br />V1 <br />C't <br />Q <br />4-4 <br />o <br />ct <br />o <br />cn <br />U <br />cz <br />�z <br />ct <br />56.1 <br />