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1 <br />(2) 58" RED-5 <br />(2) 5b" RE19-5 <br />um <br />411 <br />E D ROOF FRAMIN6 <br />FLAN <br />A <br />3 <br />6/55.10 <br />W <br />I <br />I <br />1N&15 H015T BEAM. <br />CONNECTION TO <br />H55 COL5 BELOW <br />PER 1/55.2 <br />1. ALL DIMENVON5 AND FLFVATION5 ON THE 5TRUcTURAL PLAN5 ARE <br />FOR GENERAL INFORMATION ONLY AND 5HALL BE VERIFIED BY THE <br />CONTRACTOR YqITH THE ARCHITECTURAL DRAWINGS BEFORE <br />CON5TRU6TION BE5IN5. ANY D150REPANCIE5 5HALL BE BROUGHT TO <br />THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. <br />2. 5EE 5HFET5 51.0 THRU 51.2 FOR GENERAL STRUCTURAL NOTES AND <br />ABBREVIATION5, 5EE 5HEET5 54.0, 54.1 AND 54.2 FOR TYPICAL <br />WOOD DETAILS. <br />5. TYPICAL ROOF FRAMING CON515T5 OF 25/52" ?SPA RATED <br />_ <br />SHEATHING (INDEX 52/16), LAID FACE GRAIN PERPENDICULAR <br />OVER 11-1/5" TJI JO15T5 ® 16" O.G. HANG TJI J015T5 w/ IT5 TOP <br />FLANGE HAN6ER5 AT FLUSH BEAM5 INHERE OGGUR5, TYP., U.O.N, <br />4. NAIL FLOOR 5HEATHING TO FRAMING WITH bd NAIL5 (0.I51110 x <br />25' LONG) AT 6" O.G. AT ALL PANEL EDGE5 AND bd NAIL5 AT <br />12" O.C. AT INTERMEDIATE FRAMING MEMDER5 (UNDLOGKED). <br />5EE DETAIL 6/54.0. <br />(2) 56, RED®5 <br />INDI6ATF5 FRAMING DIRECTION <br />INDICATF5 EXTENT OF FRAMING <br />INDICATF5 INDUCED CAMBER <br />V2 AT <br />AT MI05PAN (NO INDUCED <br />CAMBER IF BLANK) <br />(2) 55" RFD®5 <br />MARK <br />51ZE <br />NOTE5 <br />RE3I <br />b5/4x5O OF CAL 24F-V4 <br />6AMBER ® V2" <br />RB5 <br />103/41,c5q OF GL 24F-V4 <br />CAMBER ® %" <br />R64 <br />105/4x5O OF GL 24FaV4 <br />CAMBER m V2" <br />— — <br />R65 <br />AI O OF GL 24F®V4 <br />CAMBER m 0" <br />R66 <br />6Ei44><I5 OF GL 24F®V4 <br />HGU HANGER <br />R 1 <br />103/4x42 OF GL 24F-V4 <br />CAMBER a 0" <br />.) ( L <br />1 /32" APA RATED 5HEATHING m/ I <br />10 50REW5 AT 6" 0.6. AT ALL <br />PANEL ED6E5 $ #10 SCREWS AT <br />12" O.C. AT INTERMEDIATE <br />FRAMING MEMBFR5 (UNDLOGKED) <br />I 1 <br />I I <br />i 14/51.2 <br />t Ij <br />I Ij <br />I I# <br />I II <br />1 I0005162-54 I I <br />24" 0.6. <br />I � <br />i <br />�15i.2 1 <br />STAIR PENTHOUSE <br />R001= <br />MAMING <br />50ALE: I/b = 1'©0" <br />F-- <br />uj <br />Q <br />