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TD1 <br />TD1 <br />T01 (6/S-3)-,, <br />BM 34-3.500 x 11.575 PSL 2.OE <br />i0 <br />BM 33-5.25 x 11.375 PSL 2.0E <br />�a <br />MST43 <br />s-3.3 HUCQ312 <br />y TD1 (6/S-3) <br />FRAMING PLAN NOTES <br />1. ALL BEAMS SHALL BE FLUSH UNLESS NOTE OTHERWISE ON THE PLAN. <br />HEADERS SHALL BE DROPPED (SEE NOTE 9). <br />2. REFER TO THE HEADER DETAIL ON THIS SHEET FOR HEADERS NOT <br />SPECIFICALLY CALLED OUT ON THIS PLAN. <br />3. UNLESS NOTED OTHERWISE, USE (2) 2 X 4 OR (2) 2 X 6 UNDER ALL <br />HEADERS. <br />4. STRAPS SHOWN ON THIS LEVEL ATTACH TO WALLS ABOVE AND BELOW <br />(CENTERED ABOUT THE JOIST RIM. <br />5. SHEAR WALLS SHOWN ON THIS PLAN OCCUR BELOW THE FLOOR FRAMING. <br />6. PROVIDE CONTINUOUS SOLID BEARING TO THE FOUNDATION AT GIRDER <br />TRUSSES, HIP MASTERS, BEAMS AND HEADERS. <br />7. IF MANUFACTURED FLOOR JOISTS ARE USED IN LIEU OF SOLID FRAMING (IF <br />APPLICABLE), PROVIDE SHOP DRAWINGS FOR REVIEW. <br />6. FLOOR SHEATHING & NAILING: <br />6.1. FLOOR SHEATHING SHALL BE �" T G, <br />6.2. NAIL WITH 1Od @ 6" O,C. AT PERIMETER AND 1 Od @ 12" O.C. IN <br />THE FIELD - UNLESS OTHERWISE NOTED ON PLAN, <br />9; WALL TOP PLATE REQUIREMENTS - ALL TOP PLATES OF WALLS SHALL BE <br />DOUBLE 2 X 6 (OR 2 X 4 IF ALLOWED). THE TOP PLATES MUST BE <br />CONTINUOUS OVER HEADERS. DO NOT CUT DOUBLE TOP PLATES UNLESS <br />ALLOWED PER THE FRAMING PLAN. <br />}t� 4 �.,, r$ ,� 4 � ..�. FLOOR <br />si SHEAR <br />-,.y � ,,.� s5 WALLS <br />s,. � I ' � ' `"i" FLOOR <br />s $ � S � ,�� PLAN <br />� f I <br />BASEMENT 's e` # t i c+ i g°" "s �3 '{�^a 3 r£ 4 s t>� r$ � 4 f... f t v+' { � ) 1 P FRAMING 9 <br />COLUMN SCHEDULE <br />"OLUMN MARK a 1 <br />COL C1 <br />4x4DF2 <br />COL C 2 <br />4 x 4 OF #2** <br />COL C3 <br />4x6DF#2 <br />COL C4 <br />6x6DF#2 <br />NOTES: <br />1. (3) 2 X 4 OF 2 OR (3) 2 X 6 OF 2MAY BE SUBSTITUTED FOR 4 X 4 OF 2 <br />AT LOCATIONS WHERE A HEADER IS <br />NOT SPECIFICALLY CALLED OUT ON PLAN REFER <br />TO THE DETAIL BELOW: <br />(3) 2 X 4 HF/DF 2 (2) 2 X 6 STUDS <br />OR (2) 2 X 6 HF/DF 2 OR PER HOLD-DOWN <br />SCHEDULE (2 PLCS) <br />TYPICAL HEADER DETAIL (UNO) <br />------------------------------------------- <br />JOIST BEARING <br />POINT PER PLAN <br />JOIST SPAN PER PLAN <br />------------------------------------------ <br />SHEET NUMBER WHERE DETAIL <br />IS SHOWN <br />HOLD-DOWN DETAIL NUMBER <br />MSTXX OR TDX (2 /S=3) MSTXX OR TDX (2 /S�3) <br />I MIN LENGTH OF SW — I <br />SHEAR WALL MARK ®1 ° 141 <br />® ii <br />(EXAMPLE) <br />PER S.W. TABLE 3-3 MIN LENGTH OF <br />SHEAR WALL <br />(EXAMPLE) <br />SHEAR WALL LEGEND <br />SW ® SHEAR WALL <br />TD TIE DOWN PER SW SCHEDULE @ S-3 <br />N/R NO HOLD-DOWN REQ'D <br />IVISTXXX = MST STYLE STRAP <br />TDX (TIE DOWN) PER HOLD-DOWN <br />SCHEDULE ON S-3 <br />(EACH -END OF S.W.) <br />------------------------------------------ <br />SYMBOL LEGEND <br />F1 POST/COLUMN SUPPORTED BY A BEAM. <br />DOES CONTINUE S Y. BELOW. <br />TYPICAL MARK PER SCHEDULE <br />_POST/COLLIMN SUPPORTING e' <br />—THRU THE FLOOR) <br />3 <br />® TYPICAL BEAM TO BEAM CONNECTION <br />s <br />GT = GIRDER TRUSS <br />TYPICAL MULTI PLY BEAM EXAMPLE BM 6-(2) 2 x 6 DF2 <br />NUMBER OF PLIES <br />