Laserfiche WebLink
DRAG TRUSS 250 PLF U.N.O. <br />PER PLAN <br />i <br />i <br />i <br />� PPER 18'-9" � <br />PLATE 17'-11" <br />�j MAIN 8'-11 <br />PLATE 8'-1 <br />GROUND 0'- <br />SCALE: 3/4" = 1'- <br />13 <br />2'-2" <br />MST PER PLAN <br />MST PER PLAN MST PER PLAN <br />i <br />4'-8" <br />i <br />MST PER PLAN <br />i <br />idwh <br />1'dd0 <br />GI I <br />II II (I II (I I) <br />II II (I II (I II <br />(( I I (I 6'-0♦. R•$.l <br />8'-6" <br />2'-0" I 1'-0" I 1'-8" <br />PL. 2 <br />VL <br />4 <br />PL. 26'-11" <br />HEADER <br />RE: ARCH. FOR HT. <br />TYPICAL <br />1--LTP4 v <br />I <br />SCALE: 3/4" = 1'-O" HEADER <br />ROOF ABOVE UNIT E3 M S TR B D R M RE: ARCH. FOR HT. <br />TYPICAL <br />NOTE: SHEATHING NOT <br />AA KJ- SHOWN FOR CLARITY <br />— — GIRDER TRUSS ABOVE <br />-6 — — — —7'-9 -R.0 — — — — — — - » cn <br />MST PER PLAN z <br />PLAN —---------- a <br />SHEARWALL — — — <br />TECH RM <br />20 0 3/4' — <br />6X6 <br />Of <br />TT <br />UPPER 18'-10" <br />PSL 3.25X9.25 CONT. <br />44 <br />PLATE 18'-0" <br />611 <br />S9.3 _ <br />SCALE: 3/4" = 1'-O" <br />MST PER PL <br />PWDR RP <br />10'-1 " <br />6X6 <br />MAIN 8'- <br />PLATE 8' <br />SCALE: 3/4" = 1'-O" <br />12 DETAIL AT UNIT E3 PWDR/DINING FLOOR "�49'u <br />0 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - <br />- - - - - - - - - - - - - - r - <br />L L J <br />------- -------- 2=6"------------56 <br />--0" R.O.------------- 3, <br />F71 <br />----- <br />Z <br />BEAM ABOVE PER PLAN — — — — — �16 <br />r r r r r r r hm <br />r r r I N <br />L J L J L J- L J -L J L J L J <br />PLAN 3" PROVIDE BLKG. AND <br />2'-3" 5'-0" STRAPP NG PER 8/S1.3 3'-3" 1'-3" <br />S EARWALL PER PLAN <br />-- -- -- — -- PLAN <br />Eat <br />ll <br />:: 9" 1 1 1 - 1' " 1'-4" 1'-4" z 1' 1 -4 10 8 L. 9 <br />x <br />0 <br />MST PER PLAN MST PER PLAN —f �— CONT. DOUBLE TOP PLATES <br />DETAIL AT UNIT E3 TECH RM/BDRM FLOOR <br />LTP4 0 10" <br />T — — PSL 3.25X9.25 CONT. — — —W m m wI <br />6X6 � ■ <br />ABU66 <br />GROUND 0'-( <br />SCALE: 3/4" = 1'-0 <br />16 <br />ill i <br />i o i <br />— — — <br />— — — — — — — — — — — — — — — — <br />— <br />MUDSILL/ANCHOR BOLTS PER <br />To� <br />SHEARWALL SCHED. <br />53 S3 DETAIL AT UNIT E3 ENTRY/BDRM FOUNDATION S9.3 <br />0 <br />00 <br />m <br />v <br />U <br />Z � <br />U) w <br />CQ CC) <br />o <br />cr <br />0 <br />Q) Lo <br />U N cc <br />;21 c <br />�U� <br />� o <br />C\t <br />W U) ^ <br />o C\2 <br />Lo <br />+' U LC) <br />U -" co <br />z C12 <br />�oc <br />4-' 00 o <br />U) C\2 <br />N <br />d00 <br />o <br />o w <br />N <br />CN - <br />w � <br />a � <br />w <br />co <br />0 <br />O <br />m <br />0 <br />F <br />O <br />> <br />a <br />w <br />d <br />Q <br />m <br />V) <br />~ <br />U <br />w <br />a. <br />w <br />F <br />E7 <br />w <br />z <br />M <br />� <br />W� <br />O <br />WQ <br />o <br />� <br />o <br />^mi^ll, <br />O <br />W <br />V 1^ <br />t <br />cc <br />S9.5 <br />