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<br /> � ' Bearing Wall Stud Schedule
<br /> � 1 2 3 4 4.9 5.3 6 6. 1 6.4 7 � 8 LEVEL ABOVE '
<br /> w � WALL TYPE PT DECK PLATE SIZE STUD SIZE AND SPACING RIM/BLOCKING �
<br /> � ,, �
<br /> w ;
<br /> , 3-5 2 X 8 2X8 @ 16"O.C. 1 3/4"LSL V o
<br /> � i i i i i i i EXTERIOR 2 2 X 8 2X8 @ 12"O.C. 1 3/4"LSL z �
<br /> � ', 1 2 X 8 (2)2X8 @ 16"O.C. 1 3l4"LSL - Q
<br /> � i i i i i �
<br /> Z i i � � i i i i 4-5 DBL.2 X 4 2X4 @ 16"O.C.EA.SIDE 1 3/4"LSL u;.--.
<br /> O ' PARTY WALL 3 DBL.2 X 4 2X4 @ 12"O.C.EA.SIDE 1 3/4"LSL � � "
<br /> Y i i � i i 1-2 DBL.2 X 4 (2)2X4 @ 16"O.C. EA.SIDE 1 3/4"LSL i in � '
<br /> U I �I � I I I I I � NO
<br /> 0° CORRIDOR WALL C � �!
<br /> � � � �� � � � � � � � � � (@ WET WALL ADD 2X4 3-5 2 X 6 2X4 STAGGRED @ 8"O.C. 31/2"LSL �� N o
<br /> Z J �- _- � STUDS@ 24"OC ON WET 1 -2 2 X 6 2X4 STAGGRED @ 6"O.C. 3 1!2"LSL i
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<br /> 2x4 2X4 1 . 3 1/2"LSL
<br /> 4 5 6 O.0
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<br /> STAIR WALL
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<br /> a 2 X 4 2X4 12 . . 31/2 LSL +r
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<br /> _ _ _ . _._ __ --___ ---- ------- ----- -____._ ----- _ _. __ _----- __ ____ @ �
<br /> � ELEVATOR WALL U Y � a
<br /> � : f� _ � .i _ _ � i 1 -2 2 X 4 (2)2X4 @ 16"O.C. 31/2"LSL � �' o�
<br /> d � i Z N 3
<br /> N ' 1 J �� �� � a�oo �
<br /> z � � � I � I � 4-5 2 X 4 2X4 16 O.C. 1 3/4 LSL � � c.� 3
<br /> i INTERIOR @ „ „
<br /> g � � ! i � 2-3 2 X 4 (2)2X4 @ 16 O.C. 1 3/4 LSL ;
<br /> a `
<br /> BEARING WALL
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<br /> : .. ,.�.�: ,_x. .. �
<br /> ��� -��;� r� 1 2 X 4 (3)2X4 @ 16"O.C. 1 3/4 LSL
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<br /> _ _ � ` , ; i i i i i INTERIOR 1 -5 2 X 4 2X4 @ 16' O.C. 1 3/4"LSL
<br /> I ,
<br /> i (NON-BEARING WALL)
<br /> 1 3/4"LSL I
<br /> - i � i i , i � i i � i {J I i
<br /> _ � � __1__ � � � ' N
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<br /> H - i � �� i i i � i � � � i N�� N
<br /> �`�� � 11'-0° � ' � �y- �I�� �
<br /> ai i i � i i BEARING WALL NOTES � �, ��.� �`��j'�� o
<br /> i TO GRID 4 E i i i i 1. WHETHER BEING LABELED AS BEARING WALL OR NOT,ALL EXTERIOR WALLS,PARTY WALLS,AND CORRIDOR WALLS ' �,f � �
<br /> SHALL BE CONSIDERED AS BEARING WALL.THE BEARING WALL PLAN IS MAINLY TO HELP DISTINGUISH THE INTERIOR z � , `" �� �
<br /> { , i i j BEARING WALL VERSUS INTERIOR NON BEARING WALL. j ; �✓ � y�� � �
<br /> � i i i i 2. EXTERIOR WALLS TO BE FRT LUMBER. REFER TO S1.02 NOTES SECTION 06100 FOR MORE DETAILS. I � � �-
<br /> ' ' � ' 3. SEE SHEARWALL SCHEDULE SHEET S1.20. FOR WALL SHEATHING,ADDITIONAL PLATE AND STUD REQUIREMENTS f������, � ^
<br /> � - �— - I I i i BLOCKING AND PLATE NAILING.SEE SAWN LUMBER STRUCTURAL NOTES SHEET S1.00 FOR SPECIES AND GRADE OF J � >
<br /> � i i i i WALL.
<br /> a ' 4. PLATES AND STUDS:SECURE SILL PLATES TO CONCRETE WITH 5/8"DIA.X 10"LONG ANCHOR BQLTS WITH 7"EMBED,
<br /> ai �k • i I i i AT 48"ON CENTER TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR
<br /> � � i ! � i ADDITIONAL ANCHOR BOLT REQUIREMENTS. r
<br /> 5. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT NOTE SECTION FOR CORROSION PROTECTION
<br /> i i i _ � i � REQUIREMENTS FOR CONNECTORS. I � � o
<br /> � � � � � � � � � EXTERIOR 6. SEE DETAIL 2/S9.00 FOR TOP PLATE SPLICE.PROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS INDICATED I Q � cv
<br /> � � B E A R I N G W A L L S O N T H E P L A N S. � � �
<br /> i i � i � i TYPICAL 7. BUNDLED STUDS(MORE THAN ONE)SHALL BE CONTINUED DOWN TO FOUNDATION OR SUPPORTING BEAM(SEE i �
<br /> i
<br /> � � � � � � RE:SCHEDULE 4/S9.00 FOR DETAILS). i o 0
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<br /> � � � ELEVATOR WALLS E i �
<br /> a i � i TYPICAL ' i CORRIDOR W�LL� � i ; O �
<br /> � �� RE:SCHEDULE � � � � TYPICAL � � i ' _ � � �
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<br /> � �� � � � � ' SHEARWALL � ;
<br /> � � � � � � � i � RE: S2.10A i .
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<br /> � TYPICAL �
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<br /> � � � � INTE�IOR � � � � �
<br /> � � � � � � � � BEA ING WALLS �E ��� � I
<br /> _�.�.,w�_ � � � � � � TYPI AL � � � PARTY WALLS
<br /> RE:�CHEDULE i � E�S�HEDULE i
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<br /> � � RE:SHEET S2.10A FOR � � � � �
<br /> ALL SHEARWALL LOCATIONS j
<br /> i � i� � TYPICAL i i � i i i � i � i �
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<br /> �' ' SCALE: 1/8" = 1'-0" i � � N �
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<br /> � ' � ; Bearing Wa11 Plan �
<br /> C �
<br /> � ; � � NW
<br /> � �� GRAPHIC SCALE '
<br /> a o II -8' 0' 4' 8' 16' �
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