Laserfiche WebLink
SCALE: 1" = 1'-0" SCALE: 3/4" = 1'-0" <br />F-1-I'DSC" DRAG STRUT CONNECTION F2_1ROOF ABOVE TECH ROOM <br />0.131" DIA. Q 3" Q.C. <br />TO BLOCKING <br />CONT. 2x <br />BLOCKING EA. <br />SIDE OF BEAM <br />LTP4 ® 16" O.C. TO <br />2X BLKG. <br />BEAM AND BLOCKING <br />JOISTS RE: PLAN <br />0.131" DIA. @ 6" O.C. <br />Al <br />PLATE 1T-11" <br />8 <br />LU210 EA. JOIST <br />59.2 <br />HU3.25X10 AT GLB <br />BEAM PER PLAN ' <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />MST PER PLAN -7 <br />0.131" DIA. © 6" O.C. <br />0.131" DIA. X3" @ 6" O.C. <br />PLATE 19'-1 3/4" <br />PLATE 17'-11" <br />JOIST PER PLAN AT RAISED <br />FLOOR AREA <br />2X10 LEDGER AT BEDROOM <br />FLOOR W/ <br />(3) 0.131"X3" @ EA. STUD <br />SCALE: 3/4" = 1'-0" <br />Lfi DRAG STRUT BLK)G TO BEAM 7 DETAIL <br />HDU14 PLATE NAILING PER SHEARWALL SCHEDULE HDU BEYOND <br />v I I � I I / F r-14" DEEP JOISTS AT RAISED POWDER ROOM FLOOR <br />II <br />II <br />� II <br />I I <br />I� II <br />I I <br />n <br />II <br />000• II <br />3 <br />S <br />ECCQ66 <br />I <br />SCALE: 3/4" 1'-0" <br />11 DETAIL <br />ABU66 <br />12" SQUARE PLINTH <br />T1 /F" -W/ FTC. RE: PLAN <br />DRAG <br />PLF U.I <br />SEE 20/S9. <br />( <br />CLOSET WAL <br />SCALE: 3/4" = 1'-0" <br />ROOF ABOVE TECH ROOM ® ROOF ABOVE UPPER LANDING <br />NOTE: SHEATHING NOT <br />SHOWN FOR CLARITY <br />MST PER PLAN <br />28'-0 3/4" <br />PL. 26-10" <br />SCALE: 3/4" = 1'-0" <br />0 ROOF ABOVE UPPER LANDING <br />STRAP RE: PLAN <br />NOTE WALL SHEATHING NOT <br />CONTINUOUS DRAG STRUT 1'-10" <br />PER PLAN - SET INTO SHOWN FOR CLARITY <br />FLOOR SHEATHING PRIOR TO CONTINUOUS DRAG STRUT <br />0.131" DIA. @ 3" O.C. <br />SETTING UPPER FLOOR PER PLAN - SET INTO <br />: WALLS. FLOOR SHEATHING PRIOR TO <br />SETTING UPPER FLOOR (4) LTP4 <br />�• <br />I <br />• I <br />I <br />I <br />II <br />fAl <br />Ivl <br />IN <br />lvl Ivi <br />IN IN <br />III <br />Ill <br />i <br />I <br />I <br />I <br />I <br />S9.2 <br />7 <br />vi <br />Al <br />I <br />I <br />v <br />11 <br />- <br />I <br />LEDGER AT BEDROOM FLOOR BEYOND <br />5'-5" NTS <br />1'-8" <br />5 <br />1/2" <br />7'-1" NTS <br />14" DEEP RIM W/ (3) 0.131" <br />MSTC BEYOND <br />X 3" TO EA. STUD <br />SHEARWALL PER PLAN <br />i <br />I I <br />l I <br />I I f <br />II <br />I gX10 W/ HU610 EA. SIDE <br />2X4 RAFTER 0 24" <br />i I <br />I �� — — (( <br />zz <br />— _ — — — — 2X10 JOISTS <br />PANEL EDGE NAILING <br />I <br />N <br />I <br />II <br />II <br />I I <br />I <br />I <br />PLATE 8' 1" � <br />I I <br />II <br />II <br />II <br />_77]13 <br />PLATE 8'-1" � <br />BLOCK AS REQUIRED <br />vlvl <br />i I <br />S9.2 <br />nllil <br />i I I i <br />I I <br />12 <br />I f <br />S1.3 <br />BEAM PER PLAN <br />II if <br />2'-0" <br />5-2" NTS <br />SCALE: 3/4" <br />= 1'-0" <br />SCALE: 3/4" = 1'-0" <br />12 <br />DETAIL AT ENTRY PORCH <br />CLG. <br />13 <br />17 HANGER SUPPORT AT BEAM <br />DETAIL AT TECH ROOM FLOOR <br />I-. - 11- <br />BEAM PER P <br />5'-5' <br />DETAIL AT ENTRY PORCH CLG. <br />CLOSET WALL WALLS. <br />(4) A35 — <br />2X10 LEDGER W/ <br />(2) 0.131 "X3" @ 8" <br />UPPER 18'-9" UPPER 18'- <br />I <br />PLATE 17'-11° � ------ <br />_ _ _ _ _ _ PLATE 17'- <br />LANDING 17'-6 1 4" — — — — — LANDING 17 <br />I �r <br />x <br />r� <br />�-- (2)LSL 1.75X14 <br />10 <br />SEE 15/S9.0 S9.2 <br />BEAM BEYOND PER PLAN <br />SCALE: 3/4" = 1'-0" <br />0 DETAIL AT UPPER LANDING <br />CONNECT PER SHEARWALL SCHED. 2'-6 1/2" <br />\1 <br />BEAM PER PLAN <br />9" <br />I• I .I I I <br />I• I :I I I I <br />I.I�II II <br />I�I•II I <br />—— — — <br />I I <br />I I <br />II <br />I I <br />—L-L <br />L <br />— <br />:I <br />11" <br />-61 4" <br />-71T- <br />I:°•II 1 1 1 <br />I• :I1 1 I I <br />u <br />I I I <br />I I I <br />59.2 59.2 <br />SCALE: 3/4" = 1'-0" <br />10 DETAIL AT UPPER LANDING <br />HOLDOWN STRAPS PER 3'-7 1/2" <br />PLAN. <br />ALIGN CLOSET <br />I ( <br />L I <br />STUDS W/ JOISTS <br />2x BLOCKING <br />I <br />0.131" DIA. ® 3" O.C. <br />II <br />RE: 9/S9.0 <br />I I <br />I:I_IIII II <br />MAIN 8'-11" <br />II <br />— <br />MAIN 8'-11" <br />I:I.IIII II <br />PLATE 8'-1" <br />— — — — <br />— <br />I <br />PLATE 8'-1" <br />I <br />LL <br />_ _) <br />LANDING 7'-0 1 4" <br />LANDING 7'-0 1 <br />4" <br />— — — — <br />B. BEAM <br />B. BEAM <br />I <br />6'-8 3 4" <br />/ <br />g'-8 3/4" <br />°._ — — — — <br />LSL <br />1.75X14 <br />SEE 15/S9.0 <br />S9.2 <br />S9.2 <br />S9. <br />RIM <br />THA29 @ EA. JOIST <br />6X10 <br />SCALE: 3 = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />POST PER PLAN <br />14 1 <br />DETAIL AT <br />LOWER LANDING <br />15 <br />DETAIL AT <br />LOWER LANDING <br />SHEARWALL F <br />3X MUDSILL <br />GROUND 0'-0" GROUND 0'-0" <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br />DETAIL 9 NOT USLU U Ut I AIL Al r uuivuH i lulu <br />PLAN <br />o� <br />0 <br />cc <br />m <br />U <br />Z a <br />U <br />u w <br />C\2 CC <br />o <br />co � <br />0 <br />Lo <br />cc <br />� o <br />•- U <br />W � � <br />� o <br />4 <br />-F-1 U tfJ <br />U <br />Z C\2 <br />o co <br />-'-J co 0 <br />cn --I CQ <br />N <br />o <br />0 <br />p <br />�46 <br />o <br />o <br />w <br />C4CD <br />o <br />00 <br />N <br />Lc) <br />- <br />� <br />w <br />� <br />z <br />O <br />� <br />0 <br />p <br />a <br />> <br />a <br />w <br />x <br />w <br />Q� <br />�p <br />m <br />Q <br />� <br />~ <br />v <br />� <br />elfF- <br />w <br />w <br />w <br />ry <br />C7 <br />O <br />, <br />w <br />v <br />C) <br />N <br />4� <br />0 <br />r <br />!� <br />o <br />W� <br />ct <br />4.0 <br />S9,,2 <br />