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BEARING AND/OR <br />BEARING AND/OR <br />BEARING AND/OR <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />SHEARWALL PER PLAN <br />SHEARWALL PER PLAN <br />SHEARWALL PER PLAN <br />PLATE NAILING PER <br />~ PLATE NAILING PER <br />PLATE NAILING PER <br />PLATE NAILING PER <br />SHEARWALL SCHEDULE <br />(3) 0.148" X 3" SHEARWALL SCHEDULE <br />SHEARWALL SCHEDULE <br />SHEARWALL SCHEDULE <br />0.148"X3.25" ®6" O.C. MIN. <br />„ " <br />0.148 X3.25 0 fi O.C. MIN. <br />" " <br />0.148 X3.25 0 fi O.C. MIN. <br />" <br />0.148 X3.25 0 6 O.C. MIN. <br />�,LT_ <br />„ <br />4 -0 <br />EDGE NAILING PER SCHED. <br />FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. <br />FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. <br />FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. <br />FLOOR SHEATHING AND NAILING <br />i RIM/BLOCKING TO TOP <br />20 12d <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.0 <br />PLATE PER SHEARWALL <br />RIM/BLOCKING TO TOP <br />RIM/BLOCKING TO TOP <br />RIM/BLOCKING TO TOP <br />I <br />I I SCHEDULE -PROVIDE <br />PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />I 0.148"X3.25" fi" O.C. MIN. <br />SCHEDULE - PROVIDE <br />SCHEDULE - PROVIDE <br />SCHEDULE - PROVIDE <br />-<a <br />0.148"X3.25" 0 6" O.C. MIN. <br />0,148"X3.25" 0 6" O.C. MIN. <br />0.148"X3.25" 6" O.C. MIN. <br />A a <br />n <br />nit <br />I <br />IJ CANTILEVER AT SIM. <br />PLATE <br />------1 <br />It qp If <br />FRAMING PER PLAN - <br />BLOCKING AT 48" O.C. <br />ADD RIM JOIST/BLKG. <br />AS REQUIRED BY <br />SHEARWALL SCHEDULE <br />EDGE NAILING PER SCHED. <br />BEARING AND/OR <br />SHEARWALL PER PLAN <br />SCALE: y/q •_ 1._o. JOISTS PARALLEL <br />10 TYPICAL EXTERIOR WALL TO FRAMING <br />PLYWO"" <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 />JOIST PER ' <br />PLAN <br />BLOCKING <br />BEAM PER PLAN <br />B: DROPPED BEAM <br />scae 3/4 i-a' <br />0 TYPICAL CONNECTION TO WOOD BEAM <br />BEARING AND/OR SHEAR WALL PER PLAN <br />P.T. SILL PLATE <br />#4 0 48" B.C. <br />(TYP) <br />° ec ° v d <br />e e, <br />�. � c d <br />1=_6== (2) # 4 CONT. <br />LAP 2'-6" <br />(rn') <br />SCALE: 3/4.' = 1'-0' <br />16 TYPICAL THICKENED SLAB FOOTING <br />FRAMING PEI <br />DOURI-F .101< <br />:DGE NAILING PER SCHED. <br />3EARING AND/OR <br />SHEARWALL PER PLAN <br />SCALE: 3/4 ._ p_p. JOISTS PARALLEL <br />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 />i1 1 <br />i WS210 W/ 10dX1.5 INTO <br />SEE 1 /S1.2 FOR BALANCE LEDGER <br />TYPICAL JOIST TO LEDGER <br />D) <br />ME <br />z I: <br />ouNonnoaco <br />RAIN 00 <br />Y OTHERS 4� o, <br />e <br />SCALE: 3/4' = 1'-0�1 1'-4" <br />17 TYPICAL EXTERIOR FOOTING SECTION <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 NOTES: <br />SHEARWALL SCHEDULE <br />1. SECURE JEST TO WALL WITH <br />0.131'X2.5" EA. SIDE, 1 1/2' MIN. <br />FROM END. <br />SCALE: 3/4 '= t'—o' JOISTS PERPENDICULAR <br />0 TYPICAL INTERIOR WALL TO FRAMING <br />CL POST <br />o i o <br />o o <br />LSTA24 W/(18) 10d <br />BEAM PER PLAN SIMPSON CC66 COLUMN CAP <br />W/(2) 5/8' DIA. TO POST & <br />(4) 5/8" DIA. TO BEAMS <br />WOW POST <br />PER PLAN <br />SCALE: 3/4" = 1'-0' <br />TYPICAL BEAM TO POST CONNECTION <br />(2) <br />#5 0 1', <br />SCALE: 3/ <br />18 <br />;HED. <br />FRAMING PER PLAN — <br />ADD RIM JOIST/BLKG. <br />AS REQUIRED BY <br />SHEARWALL SCHEDULE <br />EDGE NAILING PER SCHED. <br />BEARING AND/OR <br />SHEARWALL PER PLAN <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._ 1'_0. JOISTS PERPENDICULAR <br />�4 TYPICAL EXTERIOR WALL TO FRAMING <br />BEAM PEI <br />SIMPSON <br />W/(2) 5/ <br />(2) 5/8" <br />`-w000 vosr <br />PER PUN <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 />#4 0 18" <br />#4 0 18" <br />8" <br />4'-1" TO 6'-0" <br />1'-2" <br />Q'-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 0 10" <br />#5 0 10" <br />8" <br />8'-1" TO 10'-0" <br />2'-6" <br />1'-4" <br />4'-6" <br />12" <br />15 0 8" <br />#5 0 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 0 5" <br />8" <br />NOTE: <br />SEE DETAIL 16/56.1 <br />FOR <br />RETAINING <br />WALL <br />AT BASEMENT FLOOR <br />WITH <br />CRAWLSPACE <br />TYPICAL CANTILEVER RETAINING WALL (SLAB ON GRADE BASEMENT) <br />I STUDS <br />SCALE: ; <br />Ell <br />Q <br />TYPICAL TOP PLATE SPLICE <br />SEE ARCHITECTURAL <br />FOR ALL FLASHING DETAILS I <br />POST - WRAP PER <br />—; ARCH. <br />2X LEDGER I <br />6X6 POST WITH ABU <br />1.5/8" MIN. its �' BEAM - ALIGN WITH <br />z 5 MAX. d • CENTER OF WOOD P, <br />v zz �� ;:E / I Y3 : 1: II <br />N [ u • a <br />SCALE: 3/4' = 1'-0' <br />10 <br />CV <br />r fr° <br />TRIM RE: ARCH. <br />t I <br />BEAM TO POST W/ <br />—(2)--1/2"O LAG SCREWS W/ iil I;; POST CAP <br />" MIN PENETRATION TO <br />RIM AT 24" O.C. <br />STAGGERED. MAY BE <br />REPLACED WA"O THROUGH <br />BOLTS W/WAS ERS. <br />I <br />—SIMPSON DTT1 Z 0 4 LOC'S <br />EVENLY DISTRIBUTED ALONG DEO <br />AND ONE WITHIN 2" OF EACH E D <br />OF LEDGER. INSTALL W-%" LAG <br />SCREW W/ MIN 4" EMBED & <br />)SD #9 1-1/2 . <br />TYPICAL DECK DETAILS <br />SEE DETAIL 12/S6.2 FOR <br />JOIST TO LEDGER CONDITION <br />(2) $5 CONT. <br />FINISH GRADE m T1 <br />GARAGE S.O.G. � � Ivj <br />nI <br />I I I • - 2 CLR. <br />FREE DRAINING <br />BACKFILL PER t <br />GEOTECH. ENGR. i <br />• ii <br />#5 0 12" <br />FOUNDATION <br />DRAIN - <br />BY OTHERS }i <br />i <br />#5 0 12" AT TOE <br />HEEL <br />—SHEATHING, NAILING <br />PER SHEARWALL SCHED. <br />--PLATE NAILING <br />—PER SHEAR W LL SCHED. <br />F OOR 0'-0" <br />SHEATHING, NAILING <br />PER SHEARWALL SCHED. <br />n <br />CD <br />w <br />NOTE: SLAB ON GRADE MUST <br />BE IN PLACE PRIOR TO ANY <br />BACKFILLING 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 DOWEL' <br />1 <br />LLJ <br />NO <br />TOE <br />0 <br />co <br />• <br />cl,i <br />Z <br />cQ <br />c <br />o <br />o <br />co <br />0 <br />a� <br />6 <br />U) <br />co <br />0 <br />C\2 <br />c <br />o <br />o <br />• - <br />cu <br />W <br />0 <br />C\2 <br />U <br />�+ <br />z <br />co <br />C\2 <br />0 <br />4-1 <br />00 <br />o <br />U) <br />cq <br />C� <br />�i,��fllrl� <br />4 <br />;v <br />Q <br />to <br />���� <br />.— <br />4Z` <br />co <br />O <br />co <br />co <br />o <br />Lo <br />O <br />ZZ <br />co <br />P, <br />= <br />to <br />o <br />M� <br />�.. <br />r� <br />w <br />� <br />� <br />n <br />0 <br />a <br />Lo <br />w <br />a <br />o <br />J <br />v <br />z <br />o <br />z <br />V <br />O <br />w <br />o <br />w <br />a_ <br />uj <br />O <br />o- <br />z <br />o <br />W <br />m <br />N <br />�-- <br />W <br />w <br />v <br />t7 <br />w <br />z--t <br />n <br />N <br />CC3 <br />N <br />Q <br />4� <br />o <br />ct <br />�+ <br />U <br />CC3 <br />� <br />M <br />F■+—I <br />^� <br />o <br />� <br />a� <br />Ct <br />U <br />03 <br />�'P. <br />56.2 <br />