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_._. _
<br /> . . _
<br /> ���,: +
<br /> NAIL ROOF SHEATHING TO
<br /> �
<br /> TOP CHORD w/ 8d C�? 6" 0 C _ �, �
<br /> HOLDOWN POST. SEE � �
<br /> HOLDOWN SCHEDULE OR FOR DOUBLE SIDED SHEARWALLS, THE' - : G I N � � `Y
<br /> LENGTH =0F SHEATHING ON EACH FACE MUST
<br /> PLAN FOR MINIMUM SHEARWALL �" e
<br /> ,
<br /> EXTEND CONTINUOUS BETWEEN 2x FLAT � GABLE
<br /> REQUIREMENTS SHEATHING T0' MATCH
<br /> HOLDOWN POSTS AS SHOWN. IF SHEATHING IS NOT f SHEARWALL: NAIL T0
<br /> �
<br /> BROKEN ON TOP PLATE, GABLE PER SCHEDULE. Q�
<br /> �
<br /> USE A35 C�? 12„ 0�� �,, �
<br /> OPENING PER PLA BREAK SHEATHING ON � o
<br /> LOCATION OF # : # TOP PLATE ONLY .0 � .
<br /> HOLDOWN TO BE O `�
<br /> STHD14RJ LATERAL BRACING IS �n
<br /> INSTALLED SHEARWALL PER PLAN � w d- c�
<br /> REQUIRED AT ALL GABLE � � � d,
<br /> � E N D T R U S S E S A N D I S T O Q � . .
<br /> TYPE OF HOLDOWN TO BE INSTALLED BE DETAILED BY TRUSS � � j� Q o
<br /> SHEARWALL DESIGNATION — SEE MANUFACTURER � J o �--� �
<br /> a�
<br /> SHE ARWALL S C H E D U L E F O R F R A M I N G, � iw � �
<br /> NAILING AND ANCHORAGE � Y ¢ M �
<br /> LATERAL MARKING LEGEND
<br /> REQu�REMENTs G A B �E E N D /S H E AR W A L L C O N N E C T I O N c u o � � ;
<br /> 1 " ` �
<br /> � � + o �
<br /> m
<br /> �
<br /> - , : - � v r�
<br /> � N w N
<br /> NAIL SHEATHING T0 BLOCK NAIL ROOF SHTG � �
<br /> W/ gd � 4" o/c TO TOP CHORD w/ : � w
<br /> 8d � 6" 0/C (MIN) 8d Ca? 6" o/c U o
<br /> _
<br /> MONO TRUSS AND CONN PER � �
<br /> PLAN �'
<br /> (4) 16d NAIL ' �
<br /> SHEARWALL BOTTOM FROM BRAGE T0 - -
<br /> BLOCK ROOF WHEN PLATE AND BLOCK . `�45° SHEATHING TO MATCH
<br /> REQ'D PER PLAN CONNECTION PER ,� SHEARWALL. NAIL TO GABLE PER
<br /> 2x4 BLOCK � EACH
<br /> SHEARWALL SCHEDULE SCHEDULE.(WHERE . 10d NAILS ARE -
<br /> CONNECTIDN PER DIAGONAL BRACE �
<br /> REQ D, USE 10d x 2 LONG. �
<br /> 2x4 DIAGONAL BRACE 2x FLAT � GABLE
<br /> „TRUSS/WALL : „ —�— U W �
<br /> DETAIL" � 48 ��� BREAK SHEATHING ON � W �
<br /> ,� TOP PLATE ONLY � —J [L N
<br /> � � �--- �
<br /> IF SHEATHING IS NOT BROKEN Q I— (�
<br /> 1 ON TOP PLATE, USE A35 C�? 12" 0 C —� Z Q -
<br /> TRUSS HANGER PER �
<br /> WALL PER PLAN MANUFACTURER FRAMING PER PLAN V-1 �
<br /> SHEARWALL PER = � Q � .
<br /> P LAN (.� � (l�
<br /> : Q � (� �--� .
<br /> 3 GABLE SHEARWALL CONN � :� Q W
<br /> : _ SCALE: 3/4��=1 '-0" � � z �
<br /> O �F_SET SH EAR WA �L.. R OOF. CON N ECTI ON S,W. LENGTH� ' NAIL SHEATHING T0 HEADER W/ � �-1 (� �
<br /> _ �
<br /> 2 scA�E: 3�4>�_.��-o" PER PLAN � NAILS PER SHCEDULE � 3" 0/C � � W
<br /> TOP PLATE EACH WAY
<br /> � -
<br /> . . ' : : . : . SHEARWALL PER
<br /> _ . . . . . . . . . PLAN
<br /> ... ... HOLDOWN PER PLAN
<br /> ... ..
<br /> : HEADER PER PLAN — EXTEND ... ...
<br /> (HDQB-SDS3 SHOWN)
<br /> - OVER SHEARWALL AS SHOWN - ... ��,
<br /> • .. BOTTOM PLATE SIZE AND ANCHOR �''�;��`��1���'� t ,
<br /> • • :,�" ,� , _���,,� ;;�
<br /> P.T. 2x STUD. NAIL T0 CONCRETE • • BOLTS PER SHEARWALL SCHEDULE. � �J :� r��=�s��r,� ��� �
<br /> n �� � ¢tlh,R,i �,�����,�`� ,��� �'""��'��i {�.
<br /> W/ 1 /4 � X 3 Y2 EXPANSION ...i� �.. NOTE: 3x MAY BE REQ D: ,�
<br /> �
<br /> ANCHORS C�? 8" 0/C (TYP) .' . . . . ' �3) #4 VERTS EVENLY SPACED ON ��s�a y; ���� � � ,�
<br /> . 7 c -�3' � t�
<br /> . ., EACH FACE (6—TOTAL). HQOK INTO �.' ', ° � r,
<br /> , , ..� � t.� , �
<br /> � a � .4 � FOOTING AS SHOWN. { rs� �� ;�>�
<br /> � . , � t3 r�-, , .
<br /> � � � � � � � � � . :.� � �y., �, ,���� � y,:t`-� �,.��
<br /> :. .��� � #3 TIES C�? 6" 0/C =�,� �,�:�_�������Y`'Y.�:�
<br /> PER PLA � � � ������ � �������
<br /> � . ,,�. � .
<br /> SLAB ON GRAGE � � � �:�: :..�. 8" THICK CONCRETE , _ . ,;
<br /> . . :�..� � PILASTER Drawn By: CHRIS
<br /> . . y � Checked By: CHRIS
<br /> � � � .,4 .. � Date: 06-13-13
<br /> .. . ,� �
<br /> . , � . .
<br /> .. .. +Q,,. . . .. . . .
<br /> FOOTING PER � '�� � �� �
<br /> PLAN (16" W x •. ;. . . .;. .� ., . �• . ":. : . -� SDA JOB N0.
<br /> 8" T MIN) :• �. � . � . `. , .:�:'.. . .� . .. ... � 0 � �
<br /> 3„ ��
<br /> g HooK TYP STRUCTURAL
<br /> TYPICAL GARAGE PI �ASTER �ETAi�s
<br /> SCALE: y2»=1'-0"
<br /> 5 - 4 � 0 :.
<br />
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