Laserfiche WebLink
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 />0.148'X3,25" ®6' O.C. MIN. <br />" " " <br />0.148 X3.25 ®6 Q.C. MIN. <br />" " " <br />0.148 X3.25 0 6 O.C. MIN. <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 I <br />i i RIM/BLOCKING TO TOP <br />20 12d <br />( } <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.0 <br />PER STRUCTURAL NOTES S1.Q <br />RIM/BLOCKING TO TOP <br />RIM/BLOCKING TO TOP <br />RIM/BLOCKING TO TOP <br />I PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />PLATE PER SHEARWALL <br />i SCHEDULE - PROVIDE <br />0.148"X3.25' 06' O.C. MIN. <br />SCHEDULE -PROVIDE <br />SCHEDULE - PROVIDE <br />SCHEDULE - PROVIDE <br />0.148'X3.25" ® 6' O.C. MIN. <br />- 0.148"X3.25' 0 6" O.C. MIN. <br />0.148"X3.25" 0 6" O.C. MIN. <br />_=_ -- e <br />II <br />A <br />li <br />A <br />II 1111 <br />i <br />I i <br />i r CANTILEVER AT SIM. <br />PLATE <br />-------Li <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 />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 />FRAMING PEI <br />DOURLE J01-5 <br />:DGE NAILING PER SCHED. <br />SEARING AND/OR <br />SHEARWALL PER PLAN <br />EDGE NAILING PER scam. <br />EDGE NAILING PER SCHED. <br />BEARING AND/OR BEARING AND/OR <br />FRAMING PER PLAN SHEARWALL PER PLAN FRAMING PER P. SHEARWALL PER PLAN STUDS <br />ADD RIM JOIST/BLKG. ADD RIM JOIST/BLKG. <br />AS REQUIRED BY AS REWIRED BY <br />SHEARWALL SCHEDULE 1. <br />SHEARWALL SCHEDULE <br />1. SECURE MST TO WALL WITH <br />0.131'X25' EA. ODE, 1 1/2' MIN. <br />FROM END. <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 />JOISTS PARALLEL JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PERPENDICULAR JOISTS PARALLEL I PLUMBING,D AT OOF. PARTY �D �� <br />SCALE: 3/4 '= t'-0' SCALE: 3/4 '= 1'-0' SCALE: 3/4 "= 1'-0' SCALE: 3/4 '= 1'-0" SCALE: 3/4 '= 1'-0" <br />1� TYPICAL EXTERIOR WALL TO FRAMING 2[� TYPICAL EXTERIOR WALL TO FRAMING 3� TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING 5� TYPICAL. TOP PLATE SPLICE <br />LAP JOIST 4' AND <br />USEE ARCHITECTURAL <br />USE (3) 8d NAILS <br />AT SOLID SOCKING FOR ALL FLASHING DETAILS i <br />TO BEAMXq ARCH. <br />-WRAP PER <br />ARCH. <br />2X LEDGER � 6X6 POST NTH ABU66 <br />PLYWOOD PLYWOOD a ppgT C- POSTIii <br />1-5/S' MIN. ^i BEAM - AUGN WI1H <br />$ � 5' MAX. �';a;;l CENTER OF WOOD POS <br />Mi <br />0 0 o i i TRIM RE: ARCH. <br />JOIST PER JOIST PER o <br />PLAN PLAN <br />BEAM TO POST W/ EP <br />JOIST HANGER BLOCKING <br />� ;;i q; <br />(2�-1/2"0 LAG SCREWS W/ POST CAP <br />BEAM PER PLAN BEAM PER PLAN LSTA24 W/(18) 10d � BEAM PER PLAN <br />2 MIN PENETRATION TO <br />BEAM PER PLAN SIMPSON CC66 COLUMN CAP � RIM AT 24" O.C. <br />� STAGGERED. MAY BE i <br />W/(2) 5/8' DIA TO POST do ' REPLACED W/� 0 THROUGH -Ill '^ <br />(4) 5/8" DIA TO BEAMS SIMPSON E(x66 COLUMN CAP BOLTS W/WASAERS. <br />� W/(2) 5/8" DIA. TO POST k A SIMPSON DTT1Z O 4 LOC'S ' <br />(2) 5/8' DIA.TO BEAMEVENLY DISTRIBUTED ALONG DEC <br />A; FLUSH BEAM 8: DROPPED BEAM WOOD POST �p p�J AND ONE WITHIN 2" OF EACH D <br />PER PLAN PER PLAN4 OF (EDGER. INSTALL W/-3�'LAG <br />SCREW W[ MIN WED�C <br />SCALE: 3/4'= 1'-0' SCALE: 3/4' = 1'-0' SCALE: 3/4' = t'-0' SCALE: 3/4• = 1'_0• )SD #9Xt-t/2'. <br />6� TYPICAL CONNECTION TO WOOD BEAM 80 TYPICAL BEAM TO POST CONNECTION TYPICAL BEAM TO POST CONNECTION 10 TYPICAL DECK DETAILS <br />SHEATHING, NAILING SHEATHING, NAILING <br />PT PER SHEARWALL SCHED. PER SHEARWALL SCHED. <br />t/2�DA10 CXSfi EXP. ANCT LEDGER HOR SEEDETAIL�12�S6.2�F�� PLATE NAILING <br />AT 32' O.C. PLATE NNtI G PER $MEA(tW SCHm, <br />�j. (2) #5 CONT. T§zn F OOR 0'-0" <br />c Y � FINISH GRADE T1 <br />cnRacE S.O.G. <br />� LUS210 W/ 10dX1.5 INTO--'-"---�-- ���,--"'-'--�— � •, <br />SEE 1/51.2 FOR BALANCE (.EDGER <br />JOIST BEARING CONDITION � <br />SHEATHING, NAILING � <br />(2) Ili CONT. PER SHEARWALL SCHED. � <br />4, 4 <br />4i ; �PEREASHIEARWALL NGNAILING <br />SCHED. <br />BEARING AND/OR SHEAR WALL PER PLAN <br />P.T. SILL PLATE <br />#4 0 48" O.C. <br />(am) <br />ab a v G <br />A <br />1 -6'! (2) # 4 CONT. <br />LAP 2'-6" <br />(TYP) <br />16 TYPICAL THICKENED SLAB FOOTING <br />E12 <br />TYPICAL JOIST TO <br />LEDGER <br />'T'j�'T' <br />Z5< <br />SHEATHING, NAILING <br />AND ANCHOR BOLTS <br />PER SHEARWALL <br />II { <br />SCHEDULE <br />2X/3X PLATE W/ 11 /16' <br />DIA. HOLE (NON-TREATED) <br />I <br />1X P.T. HEM -FIR PLATE <br />FINISH MADE I <br />W/ 1' DIA. HOLE <br />a <br />0o Z ' a <br />g iIi <br />° <br />Q <br />I <br />=1II,;,I1 fl,,,111- <br />�.. <br />a00 <br />FOUNDATION <br />Z <br />DRAIN <br />BY OTHERS <br />00 <br />a <br />o aU a <br />pO <br />SCALE: 3/4' <br />= 1'-0' j'-4" 11 <br />17 <br />TYPICAL EXTERIOR FOOTING SECTION <br />2" CLR. <br />#5 ® 12' <br />FOUNDATION . I <br />DRAIN <br />BY OTHERS • E I I <br />#5 ® 12" AT TOE <br />HEEL 8" TOE <br />SCALE: 3/4' = 1'-0' BA E <br />18 <br />�- <br />VERTICAL BARS <br />PER SCHED. <br />LAP W/ DOWELS <br />HORIZ. BARS <br />14 0 10" O.C. <br />DOWEL BARS <br />PER SCHED. <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 />14 0 18" <br />#4 0 18" <br />8' <br />2'4' 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 />O'-8" <br />2'-6" <br />10" <br />#4 ® 12' <br />#4 0 12' <br />8" <br />6'-1' TO 8'-0" <br />1'-8" <br />1'-O" <br />3'-4' <br />12' <br />#5 g 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 />#5 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 o 5" <br />15 0 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 />f 2 CLR. <br />FREE DRAINING <br />BACKFILL PER r <br />GEOTECH, ENGR. ' <br />#5 0 12" <br />FOUNDATION <br />DRAIN <br />BY OTHERS <br />- <br />#5 0 12' AT TOE --� <br />HEEL 1 8" <br />F- <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 />-LOOK 9'-11 <br />00 <br />.j <br />LLJ <br />r7 <br />TOE <br />I <br />0 <br />rn <br />U <br />� <br />Z <br />w <br />C\2 <br />co <br />CD <br />® <br />co <br />0 <br />to <br />00 <br />N <br />.cu <br />cu <br />w�^ <br />m <br />U <br />z <br />co <br />� <br />-­' <br />ocoo <br />0 <br />02 <br />U <br />w <br />cn <br />Ln <br />o <br />con <br />M <br />� <br />o <br />o <br />� <br />o <br />I <br />I� <br />zz <br />ca <br />sl- <br />0 <br />d- <br />0 <br />0 <br />T_ <br />o <br />w <br />ti <br />ce <br />o <br />w <br />r <br />0 <br />J <br />0 <br />o <br />0 <br />U <br />O <br />,-- <br />LLI <br />� <br />z <br />a <br />cn <br />o <br />ir <br />Q <br />a <br />v <br />a <br />W <br />cn <br />Z <br />w <br />o <br />�s <br />w <br />w <br />U <br />O <br />CL <br />W <br />Z <br />M <br />N <br />C/1 <br />CC3 <br />4� <br />Q <br />N <br />o <br />N <br />� <br />ct <br />� <br />o <br />a� <br />ct <br />CC3 <br />� <br />z <br />ct <br />56.2 <br />