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rn <br /> � <br /> 0 <br /> N <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 <br /> a� � <br /> i <br /> � ��, i � SIDE) i W i n >.� <br /> w i i i i i � (6 <br /> � �, <br /> �� <br /> � <br /> � <br /> L N <br /> - N <br /> 2x4 2X4 1 . 3 1/2"LSL <br /> 4 5 6 O.0 <br /> � <br /> 0 <br /> @ c <br /> Q ' �n ��- <br /> STAIR WALL <br /> �� <br /> �� � <br /> L � <br /> a� <br /> a 2 X 4 2X4 12 . . 31/2 LSL +r <br /> a 3 0C <br /> - -- - -_��. __ <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 <br /> , <br /> . , <br /> � ) „ <br /> : .. ,.�.�: ,_x. .. � <br /> ��� -��;� r� 1 2 X 4 (3)2X4 @ 16"O.C. 1 3/4 LSL <br /> � ,T�__ . : ' , .._: �.��,..�f� �x <br /> i i i � i i i ~ . <br /> r, <br /> . <br /> �., ;; , i U <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 <br /> . <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 <br /> � <br /> ; <br /> ,i � � ❑ i i � i i � i � <br /> �� - °� - ----- --- � —� —�-- ' — i <br /> � G � � �—�— � , -I— , <br /> ������� � � � � � � � � i • <br /> i � � z � <br /> �i !i i i i � � i O <br /> � % � � � <br /> � <br /> 1 � � I I I � m � � � <br /> I I I I � I �� I Z U <br /> � � � <br /> � iHiF— <br /> � ��� � � � � � � � I I � �i � <br /> � il STAIR WALLS/ i ; o � <br /> � � � ELEVATOR WALLS E i � <br /> a i � i TYPICAL ' i CORRIDOR W�LL� � i ; O � <br /> � �� RE:SCHEDULE � � � � TYPICAL � � i ' _ � � � <br /> ��, <br /> � I i I _ �E: SCHEDUL I , � �C� ! <br /> � ' <br /> � � --�- -- -- -- rt - - r ` z°; Q w <br /> �� � . <br /> , ---- <br /> . _ i � <br /> ; <br /> , <br /> i � i � � � i <br /> i ' <br /> 13 S3.01 ' i i i � i , a <br /> �� : � . .. i �� .. . . . � . . i .. i t.0 p� '� Q. N N <br /> xr„m <br /> ,�G� <br /> -�, , <br /> /� 1 � � � � �' Q� � � � � � �p � <br /> ; � <br /> � . � ' � .. ,. I I ap W � N � <br /> � <br /> � � <br /> �� E �- - _ - -- _ - - _ � � � _ _ -� - _ - � <br /> - - - - - - - _ - - - - - - - - - _ � _ � _ - ���_ � -��� _ — � _ — _ — _ — = - _ � � - --, E � � � , � o � � m <br /> �/� � � �/ i� J � <br /> ��. . I � � I I I I � m �r � Q � � � � W <br /> � 2 <br /> 'D.9����� � ' � � D.9 ) � w � � � � I � o� � o <br /> i � ��i i � i � � <br /> � � �i � i � �� � <br /> � <br /> � <br /> � �� � � � � ' SHEARWALL � ; <br /> � � � � � � � i � RE: S2.10A i . <br /> _ <br /> i <br /> � TYPICAL � <br /> � i � i i ' <br /> ��� ��� '� i � � i � � i��� i i i �� � ; <br /> � <br /> :��� ��� <br /> � � .w,�z,:�'-�� �� ,,.,,���� � � <br /> _ <br /> � � � � � � i i <br /> i ii i i i i <br /> i <br /> � � � � INTE�IOR � � � � � <br /> � � � � � � � � BEA ING WALLS �E ��� � I <br /> _�.�.,w�_ � � � � � � TYPI AL � � � PARTY WALLS <br /> RE:�CHEDULE i � E�S�HEDULE i <br /> � i � � i i i i � i � <br /> i � � � i <br /> �-�. � i � i i i i i i � <br /> � �� �- - � „ �� � , � , � � �� � � � � , � � <br /> ; i � i � i i � i <br /> i <br /> - -ri- - - - <br /> �� I S3.01 � i <br /> i � � i � <br /> B.S �� - - - - �; - - - � - — - - - - , - - - - - - - - - - - — , - - - ,- - - , - -- - - - - , - - - - - - B.5 <br /> �- <br /> � <br /> � � � � � <br /> � � � � � � �� � <br /> �� -- � —�-- ; �—�— � �--- ' � ---r-�-- ' g <br /> � � � � � � <br /> _- , � , �� <br /> � � � <br /> -- � � � � � ' � � � � � � � <br /> � <br /> �;�� A - -- , —�--- , � � --�--, -�- —�- I— �-- , -I— -;-�- � ; . <br /> ' � ' � � <br /> ��� <br /> � � RE:SHEET S2.10A FOR � � � � � <br /> ALL SHEARWALL LOCATIONS j <br /> i � i� � TYPICAL i i � i i i � i � i � <br /> � �� �--� <br /> ��, i i i j � � <br /> � i i i i � i i � � <br /> � � ' I � <br /> � , 1 � � � � 4.9 5 5.3 � 6. 1 6.4 ; 7 8 ' � � o <br /> � '� � �0 �, � � <br /> � <br /> � � � � o e <br /> � ; -,—� �, � � <br /> � <br /> ; � � � � <br /> w <br /> � � � � � <br /> �' ' SCALE: 1/8" = 1'-0" i � � N � <br /> � <br /> � ' � ; Bearing Wa11 Plan � <br /> C � <br /> � ; � � NW <br /> � �� GRAPHIC SCALE ' <br /> a o II -8' 0' 4' 8' 16' � <br /> °.�*°. � ��_ I I I I i <br /> � _ . <br /> o � , <br /> N � 'i (1" : g'-0") ■ <br /> � <br /> �- � , <br /> c+7 U �— — -- --- --- <br />