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GT <br />ABOVE <br />{ <br />(2) 2x6 HDR <br />I <br />I <br />I I <br />I <br />46 <br />I ; <br />I <br />GT <br />ABOV <br />FIXTURES <br />ABOVE <br />x <br />GT <br />9 <br />AB <br />0 VE <br />S9.0 <br />6x <br />125< <br />13 <br />DR <br />P <br />Miuj <br />�\ <br />/I <br />_ <br />-- <br />- <br />- <br />- <br />- <br />- - <br />- <br />\\ STAIR <br />i <br />_ 4x8 <br />--- <br />1 <br />FRAMING/ <br />I <br />�j <br />! �\ <br />BI1 <br />RI G)// <br />I <br />I <br />A\ <br />B L <br />�/i <br />I <br />iV <br />� I� <br />! <br />X <br />J <br />/ \ <br />NI <br />� <br />cn <br />c� <br />N <br />it <br />it <br />x <br />IN <br />// <br />o <br />- <br />I <br />N <br />� <br />i <br />- * I i I I BEAM v It o© a -,I <br />- <br />co �\\ / AT MID \ Of <br />O I <br />LEVEL \ <br />11 - 1 a > (2 2x 10 \ I / LANDING \ , <br />II I j N 4x8 <br />GT III I J0 ® 16" OC - --- <br />ABOVE I 9 I YP. U.N.O. <br />I <br />I I S9.0 � -' --� <br />! I I x �.� <br />x <br />4x6 - 4 (2) POST I a CT ABOVE <br />I � 125A13.5 DROP BEM <br />I � <br />6 <br />S9.0 <br />GT <br />ABOVE <br />f <br />E <br />I� <br />.I <br />j! 1 0 7 <br />( <br />\--GT ABOVE <br />0 <br />00 <br />N <br />I N <br />- (2 2x8 HDR 4 (3)2x10 HDR <br />S9.0 <br />13� <br />S�9 6J <br />OH <br />UPPPER LEVEL <br />UNIT G FRAMING PLAN <br />1 /4"=1 '-0" <br />DBL 2x <br />RIM <br />I <br />I <br />I <br />I <br />4x8 <br />20 <br />S9.0 PT 44 <br />------- LL-TYP <br />PT <br />4x8 <br />FB <br />© <br />u <br />c <br />w <br />o <br />w <br />� <br />x <br />N <br />O <br />O <br />cn <br />LED <br />ER <br />(3) �x10 JHD <br />_o <br />�z <br />CD <br />CL <br />>-- <br />X <br />~ <br />N <br />6x6 <br />9 <br />MID LEVEL <br />- <br />S9.0 <br />- <br />8x9 JGLB <br />- <br />- <br />jj <br />jj <br />--LANDING <br />I\ /I <br />\ STAI / <br />- <br />- <br />o <br />X <br />>�\ / I <br />i l LLJ <br />x <br />Oz <br />N <br />^I! <br />N <br />I Q <br />N <br />i <br />�� <br />I 2x10 @I. e <br />1 O.0 22GA CONT. STRAP <br />\ <br />FROM FLOOR BEAM <br />o I / \ TO MID LANDING <br />�I <br />x <br />I <br />BELOW. <br />[ CANT. 410 8 <br />x <br />2 <br />()_2x10_ <br />BELOW @ <br />`V <br />� <br />%_ _ =- <br />�PO <br />- - - s MID LANDING <br />T <br />e B <br />pB0 <br />E <br />GL <br />6. <br />5X19 <br />5 F <br />6 6 <br />II <br />LUS210 <br />O <br />3 <br />I <br />�z <br />X~ <br />� <br />col <br />N <br />m <br />1 <br />Ln <br />(3)2x10 <br />(3)2x10 <br />Ln <br />N <br />59.0 <br />N <br />x <br />i <br />n I <br />>1 <br />j 1 <br />'![----CONTINUOUS <br />CS16 W/ <br />- <br />- <br />- <br />- <br />5�8x1 <br />U2 <br />_ <br />LB H <br />_ <br />.R <br />_ <br />_ <br />BLOCKING <br />MST60 <br />�.] <br />MST60 <br />I <br />FLOOR ABOVE- <br />S9.0 <br />BLOCKED <br />DIAPHRAGM <br />MST60 <br />13 <br />S9.6 <br />OH <br />UNIT G <br />FRAMING PLAN <br />1 /4"=1'-0° <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />m <br />o <br />� N <br />� <br />a e- <br />4-a <br />A� <br />W <br />E <br />ii <br />c <br />�C <br />W <br />0 <br />r- <br />0 <br />FLOOR FRAMING NOTES <br />W <br />0 <br />° <br />u <br />SF STRUCTURAL FASCIA (5/4 x 8) <br />FRAMING DIRECTION <br />Q. <br />E <br />U) <br />U)1 <br />(U <br />FB FLUSH BEAM <br />HDR HEADER <br />EXTENT OF FRAMING <br />a <br />O <br />GT GIRDER TRUSS <br />UJ <br />0 <br />; <br />Z <br />GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) <br />~ <br />W <br />c <br />FOR CAMBER INFO.) <br />0 <br />FLOOR JOISTS ARE TYPICALLY <br />® (2) 2x STUDS UNO BY 01 WHERE X=NUMBER OF STUDS <br />2x10 AT 16" O.C. <br />U.N.O <br />HANGERS INDICATED ARE SIMPSON STRONG -TIE <br />0 <br />a. <br />FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.O. <br />I <br />r <br />ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE <br />I <br />VENT DUCTING <br />Q <br />STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS <br />UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS <br />UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS <br />Job No.: <br />13-47 <br />TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL.---------� <br />- Sheet No.: <br />SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. <br />U14 <br />Sheet Order: A <br />B U F R E S D <br />