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/ .. .. . . . . . . . . . . . . . . . . _ ... . ..
<br /> BEARING AND/OR BEARING AND/OR BEARING AND BEARING AND 0
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL ERRPLAN SHEARWALL PERRPLAN
<br /> PLATE NAILING P�R PLATE NAILING PER a,
<br /> PLATE NAILING PER PLATE NAILING PER o
<br /> (3) 0.148" X 3° SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE co
<br /> 0.148"X3.25" C� 6" O.C. MIN. �
<br /> 0.148"X3.25" (� 6" O.C. MIN. Q.148"X3.25" � 6" O.C. MiN. 0.148"X3.25" t� 6" O.C. MIN.
<br /> FLOOR SHEATHING AND NAILING ;I EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � ; � 4'-0" � _
<br /> PER STRUCTURAL NOTES S1.0 I3 EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. FLQOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. �
<br /> PER STRUCTURAL NOTES S1.0 ' PER STRUCTURA� NOTES S1.0 '� 20 12d
<br /> I� RIM�BLOCKWG TO TOP � � RIM�BLOCKING TO TOP 3� RIM BLOCKWG TO TOP PER STRUCTURA� NOTES S1.0 � O � �
<br /> PLATE PER SHEARWALL f � � RIM BLOCKING TO TOP
<br /> C) �
<br /> � PLATE PER SHEARWALL � PLATE PER SHEARWALL ( /
<br /> I � PLATE PER SHEARWALL Z s
<br /> � �� SCHEDULE - PROVIDE � SCHEDULE � PROVIDE � j � ^
<br /> ' � ' SCHEDULE - PROVIDE � SCHEDULE - PROVIDE
<br /> 0.148"X3:25" �6° O.C. MIN. 0.148 X3.25 Q 6 O.C: MIN.
<br /> ° 0.148"X3:25" C� 6" O.C. MIN. 0.148"X3.25" 0 6" O:C. MIN. '�" ��' �
<br />� „ x � w
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<br /> _ _- _ __ _ .�_� _ . . �_ ___ .�.,._ � '� ' �' OP PLA �
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<br /> �
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<br /> .m. �, � rn .� _ � �..�.�.� e
<br /> i! � �--EDGE NAILING P�R SCHED. i EDGE NAILING PER SCHED. �i �� � � �� � � �� � �� � � � � �
<br /> FRAMING PER PLAN �� ; iF EDGE NAILING PER SCHED. + EDGE NAILING PER SCHED. � � �
<br /> BEARlNG AND/OR I �
<br /> BLOCKING AT 48" O.C. i` � BEARING AND/OR ;� BEARING AND QR � � -� `�
<br /> � ; � I —BEARING ANDjOR •� � .
<br /> � SNEARWALL PER PLAN FRAMING PER PLAN � SNEARWALL PER PLAN FRAMING PER PLAN �� SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN STUDS � �
<br /> I; j�
<br /> ADD RIM JOIST�BLKG. t� NQTES: � ? �
<br /> � ADD R(M JOIST/BLKG. !� W � ^
<br /> AS REQUIR�D BY � NOTES: ADD RIM JOIST/BL.KG. � NOTES: �
<br /> _;�� 1. SECURE JOIST TO WALL AS REQUIRED BY � 1. SECURE JOIST TO WALL AS REQUlRED BY I
<br /> �
<br /> SHEARWALL SCHEDULE WITH 0.131"X2.5' EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE ° >� f 1. SECURE JOIST TO WALL � � �
<br /> WITH 0.131"X2.5 EA. SIQE, SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, � �, �
<br /> 1 1/2" M)N. FROM END. � �
<br /> i
<br /> 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. � �
<br /> NOTE: +' c, ,c�
<br /> . SECURE RIM JOIST TO 2. SECURE RIM JOIST T0 SPLICE & NAIL TOP PLATES � z, �
<br /> PARALLEL BLKG. WITH 0.131°X2.5 PARALLEL PERPENDICULAR PERPENDICULAR J O i S T W I T H 0.1 3 1°X 2.5 A S S H O W N � A L L E X T E R I O R, � o �
<br /> NAIL TO P A N D B O T T O M. NAIL TOP AND BQTTOM. PLUMBING, PARTY & SHEAR -'-' � �
<br /> S C A L E: 3 f 4 = 1 -0' SCALE: 3 4" = 1'-0" AND AT ROOF. �
<br /> � SCALE: 3/4" = 1'-0" SCALE: 3 4" = 1'-0" " » �
<br /> � SCALE: 3/4 = 1'-0 ' ' , E _ , ,:
<br /> 1 EXTERIOR WA�L TO FRAMI�IG 2 INTERIOR WA�� TO FRANI �G �:�
<br /> C� 3 �1TERIOR WA�� TO FRA�iI�1G x�� � ,
<br /> ❑ 4 E X T E R I O R W A L� T O F R A M I f�G �:�
<br /> 0 5 T O P P�A T E S P�I C E �4�..�� F— : .
<br /> � '::T�...."i'.
<br /> s'� , \ 0� t
<br /> J STS PERPENDICU�AR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL , , � J , �
<br /> : 3. �+--� s ' L �::
<br /> Y ; >
<br /> `, ;;;
<br /> ATE NAILING PER
<br /> a'
<br /> :w::N:`y:v.i��,�e .
<br /> .. .. .. '(� y. . ���' ' .
<br /> . .. . . . . . ;\i. 't .-5 f � ,"�.
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. ` � �VR` � ^
<br /> ..� ;S? . .r, f. .. : ...::,
<br /> SHEARWALL SCHED. TYP. SHEARWALL SHEATHING &
<br /> �.s: ; a�
<br />� SHEARWALL SHEATHWG & y, °' NAILING PER SCHED. � E NQTE:
<br /> i F ' ` �
<br /> ��� SEE DETAIL 6 THIS SHEET �
<br /> NAILING PER SCHED. ; � CONTINUE WALL SHEATHING ';; ; � \
<br /> �z �< TO RIM W/ EDGE NAILING �y FOR BALANCE
<br /> RIM TO TOP PLATE A35/LTP4 � , ELSE PROVIDE RIM TO TOP t; }� �
<br /> �? JOIST HANGER LAP JOIST 4" AND TOP PLATE ��1� o
<br /> PER SHEARWALL SCHED. r`. '3 PLATE A35/LTP4 PER " JOISTS USE (3) 8d NAILS SPLIGE SEE 5 � � � W
<br /> �,� ,; , .. ��� � '�
<br /> � �
<br /> ` SHEARWA�L SCHED. z � 3� AT SOLID BLOCKING THIS SHT. � � ,�
<br /> f;, ,
<br /> Q ,:
<br /> ' TO BEAM AT NQN BEARING WALLS � ? � �� a �
<br /> ` � °- { PANEL BLOCKING �' o `� o
<br /> � � �; }� � NEADERS - MAY BE ti
<br /> ' � . 6� � . .�j
<br /> w � AS REQ. �' � � .
<br /> • � � n- r � AT BEARING WALLS ATTACHEQ TO KING STUD �� ��r �j
<br /> rv_,_E___rm_ : m_,�_.__ ___��___�_..�_ °- `� r� PLYWOOD PLYWOOD STUDS AT HEADERS: W/HUC HANGER OR A34/ `�b�
<br /> � +
<br /> __..___ �_._��_a �_�.:.. 16 O.C. TYP.
<br /> �__..�_ _ ..._,..__ } _�..,,._�. __�. �, .��._...�_ ..d. A�:
<br /> E � ', I � ;= j, ._--___._ _.,_ __._..___s«;_� ,� 2 2X8 C� 2X4 WALLS A35 CLIP:
<br /> �° U.N.O. �3� 2X8 � 2X6 WALLS (2) 2X4 MIN.
<br /> ' � UNLESS NOTED
<br /> ky E�
<br /> Y 3; � OTHERWISE PER PLAN
<br /> EL� �;i � Q �
<br /> JOIST PER PLAN TYP. �} ss JOIST PER FLAN TYP. � #i JOIST PER PLAN TYP. BUNDLED
<br /> JOISTS (2) 16d C� 12
<br /> `�. s�i PROVIDE INTERIOR CROSS (-.-: _,�.____�_ a.«� ____ f; ; � � `� z �
<br /> F-' \ � o
<br /> TYP. Q \ � �
<br /> J KING STUD-TYP.
<br /> �t' `f WALL OR BEAM AT 12' O.C. ��' s N �
<br /> DOUBLE JOIST MI�1. ;,� �s E�SE BLOCKING AT fi' O.C. '�� �s �
<br /> FACE NAIL W/ � �
<br /> � t' JOIST PER PLAN TYP. ° JOIST PER JOIST PER (2) 16d � 12" O.C.
<br /> � + PLAN PLAN TYP. � �
<br /> � ; ; DOUBLE JOIST MIN. t#, $� O �
<br /> SHEATHING AND NAILWG PER 7 SHEATHING AND NAILING PER `� AT BEARWG WALLS AT NON-BEARWG WALLS w ti
<br /> SHEARWALL SCHED. TYP. � - - JOIST HANGER 2X BLOCKWG TRIMMER STUDS: 1 TRIMMER STUD
<br /> SHEARWALL SCHED. TYP. � }
<br /> NOTE: FIRE AND SOUND BEAM PER PLAN BEAM PER PLAN 1 C� QPENINGS UP TO 5-0 WIDE �
<br /> NOTE: FIRE AND SOUND 2 C� OPENINGS 5'-1" & GREATER �
<br /> RATING INFORMATION PER RATING INFQRMATION PER A; FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTNERWISE PER PLA \
<br /> ARCH. o
<br /> SCALE: 3/4" = 1'-0n SCALE: 3/4" = 1'-0° ARCH. SCALE: 3/4" - 1'-0" SCALE: NONE
<br /> � �
<br /> 6 TYPICA� PARTYWA�� ❑ TYPICA� PARTYWA�� AT STEP 8 B�I�T UP BEAM 0.
<br />� _ ❑ 9 TYP� C0�1�1. TO WOOD BEAI� 10
<br /> 0 TYP� NDR. AT STRUCT� WA�� >
<br /> ❑ �
<br /> �
<br /> UPPER WALL: � �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS Q F-
<br /> UNLESS NANGERS/NARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING SHEAR WALL F-
<br /> � AND BLOCKING REQUIREMENTS ��--
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCNED. FQR URPER WALL PER PLAN AND SCHEDULE 0.148"X3.25" '- ��9 m U �
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS C� 4" O.C. E 3 �
<br /> FLOOR NAILING PER STAGGERED � �
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL L = HORIZONTAL RUN ��__-.w _-_r; �--
<br /> MST37 $TRAP 2X12 STRINGERS FOR L<84" [i � �
<br /> 1.75X14 �VL STRINGERS FOR 84"<l<14 " i;� i � �
<br /> 2X BLOCKING TYP. CONT. RIM JOIST � c�
<br /> TOP PLATE TOP PLATE A35 'p�' � w
<br /> TQP PLATES '
<br /> `,,
<br /> PER PLAN BEAM A BEYOND
<br />� PER PLAN —
<br /> _ _ _
<br /> �� �
<br /> - - - --
<br /> - - - - - - - -
<br /> - - - - - - - -
<br /> - - - - - - - -
<br /> WALL STUD
<br /> �-^- BLOCK FLOOR 1 f ' MIN. �
<br /> .
<br /> DIAPHRAGM EDGES LANDING �
<br /> �� � STRINGERS �
<br /> ��
<br /> __ � _:�___M. . �_��_w__� �.._� LL�_. -f _�_�-� __�.-�� .�.�.—�:��r�: � �
<br /> t �
<br /> ROVIDE 4 LTP4 BEAM PER PLAN PROVIDE (4) LTP4 � '�
<br /> EACH SIDE OF EACN SIDE OF
<br /> BEAM gEA� BEAM PER PLAN (2) 8d TOENAILS (2) 8d TOENAILS 2x ` J�\ � � �i �
<br /> EACH SIDE EACH SIQE PER PLAN
<br /> � 2�X RIM JOIST s I1ff ��1� � • � � �
<br /> POST PER PLAN � (2) STUDS U.N.O. � � 3; �f�) ���� � LV �
<br /> 2x BL�CKING � Q�
<br /> � F.E.N. PER LOWER WALL � ���
<br />
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