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(3)0.148"X3" <br />FLOOR SHEATHING AND NAILING <br />PER STRUCTURAL NOTES S1.0 <br />FRAMING PER PLAN <br />BLOCKING AT 48" O.C. <br />ADD RIM JOIST/BLKG. <br />AS REQUIRED BY <br />SHEARWALL SCHEDULE <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />PLATE NAILING PER <br />SHEARWALL SCHEDULE <br />0.148"X3.25" 0 6'° O.C. MIN. <br />EDGE NAILING PER SCHED. <br />RIM/BLOCKING TO TOP <br />PLATE PER SHEARWALL <br />SCHEDULE - PROVIDE <br />0.148"X3.25" 0 6" O.C. MIN. <br />EDGE NAILING PER SCHED. <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />NOTES: <br />1. SECURE JOIST TO WALL WITH <br />0.1311'X2.5" EA. SIDE, 1 1/2' MIN. <br />FROM END. <br />2. SECURE RIM JOIST TO BLKG. WITH <br />0.131 "X2.5 NAIL TOP AND BOTTOM. <br />scnLt: 3/4'= T-o' JOISTS PARALLEL <br />1� TYPICAL EXTERIOR WALL TO FRAMING <br />PLYWC"" <br />JOIST <br />PLAN <br />JOIST <br />BEAM PER PLAN <br />A: FLUSH BEAM <br />LAP JOIST 4" AND <br />USE (3) 8d NAILS <br />AT SOLID BLOCKING <br />TO BEAM <br />PLYWOOD -- <br />JOIST PER <br />PLAN <br />BLOCKING <br />BEAM PER PLAN <br />B: DROPPED BEAM <br />60 TYPICAL CONNECTION TO WOOD BEAM <br />#4 ® 48" O.C. <br />fit <br />BEARING AND/OR SHEAR WALL PER PLAN <br />r-- P.T. SILL PLATE <br />(2) # 4 CONT. <br />LAP 2'-6" <br />(TYP) <br />SCALE: a/e' - i'-o' <br />1=6 TYPICAL THICKENED SLAB FOOTING <br />FLOOR SHEA <br />PER STRUCT <br />FRAMING PEI <br />DOUBLE J01! <br />SEARING AND/OR <br />SHEARWALL PER PLAN <br />'LATE NAILING PER <br />SHEARWALL SCHEDULE <br />).148"X3.25" 0 6' O.C. MIN. <br />:DGE NAILING PER SCHED. <br />?IM/BLOCKING TO TOP <br />'LATE PER SHEARWALL <br />SCHEDULE - PROVIDE <br />).148"X3.25" 0 6" O.C. MIN. <br />:DGE NAILING PER SCHED. <br />3EARING AND/OR <br />SHEARWALL PER PLAN <br />scnLi: a/a'= i-o' JOISTS PARALLEL <br />❑2 TYPICAL EXTERIOR WALL TO FRAMING <br />PT 2X10 CAST LEDGER W/ <br />1/2" DIA. X 6" EXP. ANCHOR <br />AT 32" O.C. <br />� LUS210 W/ 10dX1.5 INTO <br />SEE 1/81.2 FOR BALANCE � ^ LEDGER <br />E12 TYPICAL JOIST TO LEDGER <br />+ <br />>� SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />+ PER SHEARWALL <br />V11 <br />SCHEDULE <br />+i 2X/3X PLATE W/ 11 /16 <br />DIA. HOLE (NON -TREATED) <br />+� + 1X P.T. HEM -FIR PLATE <br />+ + W/ 1w DIA. HOLE <br />FINISH GRADE +i <br />coA <br />,lj . <br />d <br />rco <br />FOUNDA11ON <br />DRAIN 00 4 <br />BY OTHERS <br />A . 4 00 <br />SCALE: 3/4" = 1'-0" V-4" <br />7 TYPICAL EXTERIOR FOOTING SECTION <br />FLOOR SHEATHING AND NAILING <br />PER STRUCTURAL NOTES S1.0 - <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />PLATE NAILING PER <br />SHEARWALL SCHEDULE <br />0.148"X3.25" ® 6" O.C. MIN. <br />EDGE NAILING PER SCHED. <br />RIM/BLOCKING TO TOP <br />PLATE PER SHEARWALL <br />SCHEDULE - PROVIDE <br />0.148"X3.25" 0 6" O.C. MIN. <br />� EDGE NAILING PER SCHED. <br />BEARING AND/OR <br />FRAMING PER PLAN SHEARWALL PER PLAN <br />ADD RIM JOIST/BLKG. <br />AS REQUIRED BY <br />SHEARWALL SCHEDULE NOTES: <br />1. SECURE JOIST TO WALL NTH <br />0.131*X2.5' EA. SIDE, 1 1f2' MIN. <br />FROM END. <br />SCALE: 3/4 '_ 1'-0' JOISTS PERPENDICULAR <br />0 TYPICAL INTERIOR WALL TO FRAMING <br />CL POST <br />O � O <br />O O <br />LSTA24 W/(18) tOd <br />BEAM PER PLAN SIMPSON CC66 COLUMN CAP <br />W/(2) 5/8DIA. TO POST do <br />(4) 5/8' DIA. TO BEAMS <br />I <br />WOOD POST <br />PER PLAN <br />SCALE: 3/4' = 1'-0' <br />TYPICAL BEAM TO POST CONNECTION <br />(2) <br />#5 0 V <br />j <br />CHED. <br />FLOOR SHEATHING AND NAILING <br />PER STRUCTURAL NOTES S1.0 — <br />FRAMING PER PLAN — <br />ADD RIM JOIST/BLKG. <br />AS REQUIRED BY <br />SHEARWALL SCHEDULE <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />PLATE NAILING PER <br />SHEARWALL SCHEDULE <br />0.148"X3.25" 0 6" O.C. MIN. <br />i <br />EDGE NAILING PER SCHED. <br />RIM LOCKING TO TOP <br />PLATE PER SHEARWALL <br />i <br />SCHEDULE - PROVIDE <br />0.148"X3.25" 0 6" O.C. MIN. <br />—T <br />r r <br />CANTILEVER AT SIM. <br />EDGE NAILING PER SCHED. <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />STUDS <br />NOTES: <br />1. SECURE JOIST TO WALL WITH <br />0.131 "X2.5" EA. SIDE, 1 1 /2" MIN. <br />FROM END. <br />2. SECURE RIM JOIST TO BLKG. WITH <br />0.131 "X2.5 NAIL TOP AND BOTTOM. <br />SCALE: 3/4 ._ p_o- JOISTS PERPENDICULAR <br />4 TYPICAL EXTERIOR WALL TO FRAMING <br />BEAM PEI <br />SIMPSON <br />W/(2) 5/ <br />(2) 5/8" <br />�WOOD POST <br />Lf1 PER PUN <br />SCALE. 3/4' = I'-0' <br />9� TYPICAL BEAM TO POST CONNECTION <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'-4" <br />0'-4" <br />1'-4" <br />8" <br />#4 0 18" <br />#4 0 18" <br />8" <br />2'-1" TO 4'-0" <br />0'-8" <br />0'-4" <br />1'-8" <br />10" <br />#44 ® 18" <br />#4 ® le <br />8" <br />4'-1" TO 6'-0" <br />1'-2" <br />0'-8" <br />2'-6" <br />10, <br />#4 0 12" <br />#4 0 12" <br />8" <br />6'-1" TO 8'-0" <br />1'-8" <br />1'-0" <br />3'-4" <br />12" <br />#5 ® 10" <br />#5 0 10" <br />8" <br />8'-1" TO 10'-O" <br />2`-6" <br />1'-4' <br />4'-6" <br />12" <br />#5 ® 8" <br />#5 ® 8" <br />8" <br />10'-1" TO 12'-0" <br />2'-6" <br />1'-4" <br />4'-6" <br />12" <br />#5 0 5" <br />#5 ® 5" <br />8" <br />NOTE: <br />SEE DETAIL 16/S6.1 <br />FOR <br />RETAINING <br />WALL <br />AT BASEMENT FLOOR <br />WITH <br />CRAWLSPACE <br />TYPICAL CANTILEVER RETAINING WALL (SLAB ON GRADE BASEMENT) <br />SCALE: <br />0 r <br />'A <br />4 <br />TYPICAL TOP PLATE SPLICE <br />SEE ARCHITECTURAL <br />FOR ALL FLASHING DETAILS i <br />POST - WRAP PER <br />ARCH. <br />2X LEDGER <br />6X6 POST WITH ABU <br />1 5/8" MIN. ii Kai BEAM - AUGN WITH <br />5 MAX. fir"" il CENTER OF WOOD PI <br />cV ( u u <br />SCALE: 3/4` = 1'-0' <br />10 <br />1 <br />N <br />�a <br />TRIM RE: ARCH. <br />BEAM TO POST W/ <br />"0 LAG SCREWS W/ POST CAP <br />(2)-1/2 ;�� �„ <br />22 MIN. PENETRATION TO <br />RIM AT 24" O.C. <br />STAGGERED. MAY BE <br />REPLACED WA"0 THROUGH <br />BOLTS W/WAS ERS. <br />SIMPSON DTT1 Z 0 4 LOC'S <br />EVENLY DISTRIBUTED ALONG DEC <br />AND ONE WITHIN 2" OF EACH E D <br />OF LEDGER. INSTALL W/-�" LAG <br />SCREW W/ MIN 4 EMBED & <br />)SD #9X1-1 /2". <br />TYPICAL DECK DETAILS <br />SEE DETAIL 12 56.2 FOR <br />JOIST TO LEDGER CONDITION <br />(2) /5 CONT. <br />FINISH GRADE <br />�n <br />GARAGE S.O.G. � <br />I <br />M <br />=III � �• 1 <br />—� 2° CLR . <br />FREE DRAINING <br />BAq(FlLL PER <br />GEOTECH. ENGR. I� <br />#5 0 12" <br />�I <br />FOUNDATIONDRIN <br />il�I <br />BYAOTHERS t <br />#5 0 10 AT TOE <br />HEEL 8" <br />BASE <br />SHEATHING, NAILING <br />PER SHEARWALL SCHED. <br />PLATE NAILING <br />SHEATHING, NAILING <br />PER SHEARWALL SCHED. <br />`w <br />NOTE: SLAB ON GRADE MUST <br />BE IN PLACE PRIOR TO ANY <br />BACKFIWNG GREATER THAN <br />6 FEET IN HEIGHT <br />VERTICAL BARS <br />PER SCHED. <br />LAP W/ DOWELS <br />HORIZ. BARS <br />#4 0 10" O.C. <br />DOWEL BARS <br />PER SCHED. <br />- #4 BAR: SPACING <br />TO MATCH DO <br />LOOR 9'-11 <br />Z <br />C0 <br />w <br />o <br />TOE <br />U <br />ILA, <br />Q <br />Q <br />to <br />\ <br />O <br />\ <br />0 <br />co <br />\ <br />\ <br />0 <br />m <br />\ <br />ttC:) <br />\ <br />0 <br />d- <br />p <br />\ <br />= <br />I <br />to <br />I� <br />N <br />`t <br />a <br />w <br />o <br />a <br />w <br />LO <br />\ <br />Of <br />o <br />J <br />ZZ <br />Q <br />o <br />o <br />r- <br />z <br />� <br />o <br />� <br />W <br />W <br />a <br />�zQ <br />w <br />P� <br />0 <br />w <br />0 <br />(If <br />w <br />a- <br />(n <br />0 <br />w <br />m <br />=DCL <br />w <br />U <br />w <br />v <br />o <br />a� <br />W <br />Z <br />Wit' <br />M <br />N <br />I <br />0 <br />` <br />03 <br />ct <br />C) <br />Ct <br />�� <br />• <br />• � <br />° <br />4 <br />ct <br />ct <br />� <br />W <br />� <br />56.2 <br />