Laserfiche WebLink
0 <br />t <br />FLOOR & ROOF FRAMING NOTES <br />1. SEE SHEET S16 FOR FLOOR AND ROOF FRAMING NOTES. <br />HOLDOWN <br />TABLE <br />_ <br />SEE SHEET S16 FOR <br />HOLDOWN TABLE <br />I SHEARWALL COMPONENT TABLE <br />1. SEE SHEET S16 FOR SHEARWALL COMPONENT TABLE <br />BLOCK FLOOR <br />DIAPHRAGM <br />ENTIRE LENGTF <br />IN LONG <br />DIRECTION <br />07 BLDG <br />T. <br />BLOCK FLOOR <br />DIAPHRAGM <br />ENTIRE LENGTH <br />IN LONG O <br />DIRECTION <br />OF BLDG D <br />3RD FLOOR FRAMING PLAN - <br />SCALE 1/8"=1'-O" <br />* ALL BEAMS 4x8 & JOISTS 11-7/8" TJI/15DF <br />24" O.C. U.N.O. TRUSS, RAFTER, <br />AND JOIST BEARING POINT INDICATED BY --0 <br />AND EXTENT OF MEMBER INDICATED BY e--7, <br />SEE SITE PLAN FOR ORIENTATION <br />OF SLOGS. <br />2ND FLOOR FRAMING P <br />SCALE 1/8"=1'-O" <br />■ <br />IL <br />1� <br />DOT SHADING INDICATES <br />LOWER ROOF FRAMING <br />P.E. TRUSSES Q <br />24" O.C. <br />DING D. �� <br />101017 Ave SE <br />Structural Ertgineering Consultants <br />16 1 <br />CO <br />l/R)s <br />I� <br />Z° Q <br />Wm z <br />' Z W <br />ULU <br /><NQ3 <br />a.�0 <br /><L�0 <br />� � J <br />�0�-W <br />WO�� <br />WLL>a <br />wir <br />L <br />®M ad 0 O <br />^^C1' <br />`V <br />0 <br />rn <br />0 <br />N <br />m <br />N <br />to <br />O <br />N <br />N <br />0] V <br />F c n <br />En rn <br />x o " <br />ON <br />z <br />z <br />z w <br />a <br />be, <br />NCQ <br />yi <br />oar <br />:°cli [T. N <br />0� <br />4wZ' <br />�co <br />� o <br />w� <br />•� J <br />0�0 <br />U <br />U <br />/h 0 <br />W o <br />'N 0 <br />r U '� <br />QA <br />�] <br />❑r <br />®(7)❑ <br />❑❑47^^ <br />m <br />L' <br />m <br />m <br />O <br />0 <br />o <br />Z <br />m <br />Lli <br />w <br />> (n <br />U <br />L <br />m <br />L) <br />LLJ <br />Z <br />Ld <br />U) p <br />O <br />V)Lli <br />QLLJ <br />c <br />o <br />V <br />go <br />PENDING <br />9 <br />mm <br />