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<br /> I 6d NAILS @ b' O/C
<br /> SEF ARC11. DWG FOR SGREENED
<br /> VENT REQUIREMENTS I 6d NAILS @ 8" O.C. WALL PER PLAN
<br /> 2 BAYS BLOCKING @ 48" O/G (2) LAYERS OF 90#
<br /> DIAPIIRAGM EDGE NAILING
<br /> FELT OR EQUIVALENT
<br /> 3-I Od EA. BLOCK SILL PLATE AND ANCt10R BOLTS PER
<br /> Sf1EARWALL SCIIEDULE. (USE 2x6 P.T. �
<br /> SILL PLATE W/5/8" d J-BC�LTS 48" O/C SLAB PER PLAN (ll
<br /> 2x BLOCKING OR RIM JOIST FLOOR ShEAT111NG FLOOR SF1EATt11NG °� -+-�
<br /> DIAPi1RAGM ED6E NAILING MIN.) cO
<br /> ((2)I 6d NAILS EA: JOIST) � �
<br /> BACKFILL W/ POROUS U �I
<br /> MATERIAL (TYP) O �
<br /> (2) #4 BARS AT TOP (2) #4 BARS AT TOP � N
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<br /> 4 � � �
<br /> 6�� .!. . . . � • . Q ¢ M d�-
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<br /> �9 S I L L P L A T E A N D A N C t 1 0 R B O L T S P E R � �° ' — �- a'
<br /> -���—���—��� , - � �—
<br /> St1EARWALL SCIIEDULE, MIN 2x PLATE _
<br /> � �� III—III-1 W "�
<br /> _ _ = w/5/8" f7� ANCt10R BOLTS @ 48" O/C = = I -6 MIN. FROST DEPTN ,• �8" WALL w/#4 BARS @ I 8" o/c EACi1 � o � o
<br /> z z _ �� °� . WAY. (2) #4 BARS TOP. 1100K � �
<br /> _ - — (Ib MIN) , @ � N � �
<br /> � #4 VERT. @ I8" O.C. � °° ' VERTICAL BARS INTO FOOTING - �
<br /> _ � °�' r�
<br /> � (ALTERNATE t100K) � o0 80 � . 4.. • ALTERNATE NOOK DIRECTION. � N w �
<br /> _ � 4 r10R. @ I g" O.C, 8 ° q',�o . ' � ' .
<br /> � , o� . � • . �4 VERT. @ I 8" O/G -+-� w
<br /> (2) #4 GONT. (ALTERNA7E i100K) O z
<br /> 0
<br /> 4 110RIZ. @ I 8" O/C �� I 6" (2) #4 BARS � �
<br /> 4 � PERFORATED PLASTIC PIPE. CENTER CONTINUOUS
<br /> IN ONE CUBIC FOOT OF FIZEE DRAINING �
<br /> PER PLAN PER PLAN (2) #4 GONT. GRAVEL AND DRAIN TO APPROVED
<br /> ' OUTFALL.
<br /> FLOC�F�/�OUNDATION CONNECTIQN �LOOf�/�OUNDATION CONNECTION �NDN/SNEAf�WALL CONN
<br /> � 2 JOISTS PARALLEL �J SCALE: 4"= I�-o�� ---
<br /> JOISTS PERPENDICULAR ---
<br /> No. Date By Revision
<br /> �, .� o,.�„,, ,.
<br /> �, ��a...,.,.... ,9,< � n,. " ^ t§ .:,•"
<br /> . � . - . ,,�"'a F . .*e*`''' . . . . . . . . .
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<br /> � . � � . . . � . � . . . . , . . . . . � . � � . . . . . �_
<br /> � � � � � � . . . . . � . . � � . �.. � V / o
<br /> BLOCK BETWE�N JOISTS AT LAP JOISTS WIIERE REQUIRED W N
<br /> BEAM. NAIL w/ 1 6d NAILS @ � QD
<br /> 8�� O/C TO BEAM J015T PER PLAN �
<br /> 0
<br /> = Q
<br /> W �
<br /> � �
<br /> NAIL SHEATHING T0 NAIL ROOF � �
<br /> BLOCK W/ 8d � 4" SHTG TO TOP f—
<br /> o�� CF-IORD w/ 8d Q V-�
<br /> a o � 6„ o/� �
<br /> 0 o Z W
<br /> . � �
<br /> (4) 16d NAIL � W
<br /> POSITIVC CONNECTION POS7 TO BEAM:
<br /> SIMPSON 'AC' GAP EACf1 SIDE OR BEAM PER PLAN FROM BRACE TO
<br /> I 2"x 1 2" PLYWOOD GUSSET w/ (6) I 6d BL�CK � �� �� ¢��m
<br /> � �45° SHEATHING TO MATCH �'�fA��r��'�� � �
<br /> � � a . ,�.� ��
<br /> Nai�s E�ch MEnneER oR PER P�AN. SHEARWALL. NAIL 1-0 GABLE PER > � �i,��`���``� �,1='
<br /> ��:y rj� Y�� ' c••1 lX ������
<br /> 2x4 BLOCK C�? EACH SCHEDULE. WHERE 10d NAILS ARE �` ''� � 4.
<br /> PosTPeRP�AN DIAGONAL BRACE � � -�,�� t��.�Y: �Y�
<br /> � � �_
<br /> POSITIVE CONNECTION f'OST TO , „ �, �, � �,�' �
<br /> � � REQ D, USE 10d x 2 LONG. � � �;� � ..� q:
<br /> FooTiN�: siMPsoN PB �ASE oR o 2x�- DIAGONAL 2x FLAT � GABLE > '�= �� � ` ' �
<br /> 51MPSON A34 EAGi1 SIDE w/ CONCRETE ,� ;�
<br /> p „ � � �;,�a�. ��,_
<br /> NAILS TO FOOTING OR PER PLAN. � + r3� r '�
<br /> BRACE � 48 BREAK SHEATHING ON � � ��� �;-�`� ��� �
<br /> � y� '� t�i��.�-''ry,,`� �'�
<br /> 6�� C f TOP PLATE ONLY �r�„�� - � ,,,�,�:tK :���
<br /> � I 2° <i���� � �����
<br /> �� ��.
<br /> 3 _ • - • _ � : IF SHEATHING IS NOT BROKEN ,�
<br /> ��
<br /> ON TOP PLATE, USE A35 @ 12 0/C o�aW� aY ccc
<br /> Checked By. CCC
<br /> PeR P�,N SHEARWALL PER oate: oa-iz-,z
<br /> PLAN Job No. 6871
<br /> TY� . C�.AWLSPACE Ff�AMI NG GAB �E SH EAR WA �L CON N
<br /> 4 5 STRUCI'URAL DETAILS
<br /> SCALE:
<br /> 3/„_;� ,_O,,
<br /> 4
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<br /> ���lI�1J�I�1� ��� ����1�'
<br /> S-3.0
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