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PLATE <br />EN <br />I <br />13 ROOF TRUSSES PER ROOF TRUSSES PER ROOF TRUSSES PER PLAN <br />PLAN W/ H2.5 TO <br />PLAN W/ H2.5 TO W/ H2.5 TO BEAM <br />BEAM <br />BEAM <br />r -1 BEAM PER PLAN <br />BEAM PER PLAN is BEAM PER PLAN <br />PC/EPC POST CAP TO <br />MATCH POST SIZE <br />TRIM RE: ARCH I A I <br />PC/EPC POST CAP TO PC/EPC POST CAP TO Vill POST PER PLAN <br />TRIM RE: ARCH <br />MATCH POST SIZE TRIM RE:- ARMATCH POST SIZE <br />CH-J <br />POST PER PLAN POST PER PLAN ft: < -< ck: <br />Of Of <br />T- <br />x1 <br />IL <br />F- <br />-T: <br />C-) <br />ckl- -.1 <br />T! P <br />X11 <br />cn <br />Ll <br />POST PER PLAN <br />ABU TO MATCH POST SIZE <br />:0: W/BOLT TO MATCH ABU <br />POST PER PLAN POST PER PLAN <br />SOLID GROUT CMU W/ (4) <br />ABU TO MATCH POST ABU TO MATCH POST J4 VERT. <br />SIZE W/BOLT TO SIZE W/IBOLT TO <br />r - A SIZE TO SUIT POST <br />MATCH ABU MATCH ABU p 4 1-j CONFIGURATION PER ARCH. <br />A <br />TRIM RE: ARCH i TRIM RE: ARCH ; <br />TRIM RE: ARCH <br />V <br />14- <br />A'' A A A A <br />47 <br />3 '11�41j <br />A A* A <br />L4 <br />co 2 3 1/211 ,.I i <br />A A J. <br />rr_:--rri. —1T I <br />STEM WALL AM FM PER STEM WALL AM FRIG. PER I STEM WALL AND FM PER <br />A. Rm/sm TV. ma Al. ftm/sm TV. U.N.OL 'ALftm/me. Dp. mOL <br />M <br />I. <br />S! j <br />A- <br />00 <br />SCALE:- 3/4 1'-0" STYLE A STYLE "A" SIM STYLE "B <br />6 PORCH DETAILS <br />SHEATHING, NAILING <br />PER SHEARWALL SCHED. <br />PLATE NAILING <br />SHEATHINQI NAILING <br />(2) #5 CONT. PER SHEARNALL SUM <br />•: r <br />VERTICAL BARS PER <br />MiMf LAP W/ <br />DOW[1S <br />FREE DRAINING BACKFILL I PT 2X DF4 LEDGER II <br />PER GEOECH. DMKR <br />W/ 5/Er DIA. BOLTS <br />2" CLR. AT lir O.C. (,W aC. uj <br />W-EN PARALLEL TO <br />FLOOR JOISTS) <br />II HORIZ BARS <br />0 v ac, <br />FOUNDATION DRAIN BYI <br />OTHERS DOWEL BARS PER <br />cc <br />SCHEDULE <br />#5 0 it ac. <br />#4 BAR Des <br />TO <br />MATCH co <br />HEEL 8" TOE #5 @ ff O.C. AT TOE <br />0* <br />BAE I <br />F-- <br />JOIST BEARING CONDITION <br />WALL HEIGHT <br />HEEL <br />TOE <br />BASE <br />DEPTH <br />DOWELS <br />VERT. BARS <br />THICKNESS <br />0' TO 2'-0* <br />0'-e <br />0'-4" <br />1 I-e <br />8* <br />#4 0 18' <br />14018- <br />8 <br />f-l" TO 4!-0* <br />0'-8" <br />0'-4* <br />1 1-8m <br />low <br />14 0 18" <br />#4 0 18" <br />80 <br />4!-1" TO 6'-0* <br />l'-f <br />0'-8* <br />2'-6* <br />ion <br />J4 0 if <br />#4 ® 12' <br />8* <br />6#-1w TO 89-00 <br />19-8* <br />10-Ow <br />30-40# <br />12" <br />#5 0 10- <br />15010- <br />8' <br />8'-1x TO 10'-0* <br />2'-10` <br />1'-4! <br />4!-10* <br />12" <br />#5 ® 8- <br />#5 0 8- <br />e <br />10'-1" TO 12'-0" <br />3 -low <br />1f-9w <br />6 1-30 <br />le <br />#5 0 5- <br />1 J5 ® 5' <br />80 <br />;i <br />M <br />a <br />cn <br />ROOF TRUSSES PER PLAN <br />o W/ H2.5 TO BEAM <br />BEAM PER PLAN <br />PC/EPC POST CAP TO <br />TRIM RE: ARC <br />MATCH POST SIZE <br />POST PER PLAN <br />H-/— <br />L;j <br />Lr- <br />W <br />Of <br />`x I IXII <br />Or <br />cn <br />POST PER PLAN <br />ABU TO MATCH POST SIZE <br />W/BOLT TO MATCH ABU <br />SOLID GROUT CMU W/ (4) <br />f4 VERT. <br />SIZE TO SUIT POST <br />I,j CONFIGURATION PER ARCH. <br />TRIM RE: ARCH <br />11 11 STYLE ))Bfj (SIM) <br />SCALE: 3/4 `= l'-O* <br />4 <br />NOT USED <br />5 <br />SCALE: 3/4 0 = 1'-0, <br />SHEATHING, NAILING <br />SEE DETAIL 12/86.2 FOR PER SHEARWALL SCHED. <br />JOIST TO LEDGER CONDITION 'PLATE NAILING <br />PER SHEARW LL SCHED. <br />(2) #5 CONT. F -OOR 0'-0" <br />FINISH GRADE 'n <br />GARAGE S.O.G. <br />< <br />I <br />• 10- EXTENT OF CONTINOUS HEADER <br />6' MIN. TO 18' MAX. <br />2" CLR <br />FREE DRAINING BAC*11L PT 2X OF L LEDGER <br />PER GE07ECK ENGR. I I W/ 511T DIA. BOLTS <br />AT 18' O.C. (,W OLQ <br />WHEN PARALLEL TO <br />FLOOR JOISTS) <br />II HCRIZ BARS <br />0 <br />FOUNDATION DRAIN BY #4 lCr QC; <br />OTHERS I I DOWER BARS PER <br />SCH0XJLE 00 <br />15 0 lt CLQ <br />z: #4 BAR SPACING TO <br />MATCH DOWELS r00% <br />HEEL 8" TOE <br />M Is <br />0, <br />/* <br />7 <br />PLATE <br />.7 <br />/* <br />FASTEN SHEATHING TO HEADER W/ Q131* DIA : ' %; =i': <br />MIN. HEADER SZE <br />X 12.T NAIL AT I OQ GRID PATTERN AS <br />I X 11.2T NET <br />: Z <br />SHOMN AND AT ON CENTER TO ALL <br />FRAMING <br />C4� <br />MST27 WA30) OL14T DIA. X a25" <br />TOP RATE TO HEADER <br />(2) OL14T DIA )Ci25" 0 r O.C. <br />4 <br />TOP RATE TO HEADER <br />1, 91 <br />(2) 0.14T DIA )a25r 0 r O.C. <br />ID <br />NS <br />7/16r MIN. THICK40 WOOD STRUCTURAL +. i \\..�\ \\ • • <br />PANEL SHEATHING <br />77 7o ls <br />4 <br />X <br />X <br />o, 0 <br />SM4 W/ (38) V tP 4 <br />0 <br />0.14T DIA X a25r <br />5/T DIA ANCHOR BOLTS W/ <br />MR BEEMENT 'x <br />(2) #4 AT 10I <br />MIN WDTH 1'4 FOR ONE SM STRUCIURES <br />4 <br />MIN WDTH FCR 1W SM SRCIURES <br />(2) #4 1W. MIN. <br />r <br />44 <br />0-111- 1 <br />0 =3 U.N.O. PER SMILE <br />01 <br />(2) #4 CORI. AT FOOTING <br />I I I j I I I <br />01 MIN. 1DTH 1 9-4n J# 1 1-4" J* 11-4[ MIN. <br />AA BB A A .0 B B BB AA <br />NOT USED <br />SCALE: 3/4 *= it -ON BASE SCALE: 3/4 *= l'-O* <br />-16- CANTILEVER RETAINING WALL WITH CRAWLSPACE BASEMENT FLOOR #5 @ 127 O.0 AT i8 TYPICAL BRACED WALL PANEL ADJACENT TO GARAGE DOOR -IBC 2308.9.3.2 <br />e.-IIIIIIII <br />• <br />• <br />• <br />• <br />1 <br />- <br />W <br />-Mn <br />:;-":x, <br />WcoLO <br />47, <br />4z <br />C) <br />00 <br />C) <br /><1 <br />C) <br />-pz <br />C) <br />* <br />co <br />Q <br />4--, <br />0 <br />Lo <br />to <br />N <br />4- <br />0 <br />CL <br />Ld <br />ir <br />C1 <br />ZZ <br />< <br />C) <br />z <br />> <br />0 <br />cn <br />0 <br />M <br />CL <br />Z <br />ct <br />U <br />Q <br />o <br />ct <br />C) <br />u <br />ct <br />� <br />� <br />3 <br />C) <br />z <br />ct <br />ct <br />