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� 8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAILS
<br /> 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP.
<br /> TOP CHORD AND TRANSFERRED �
<br /> TO BOTTOM CHORD- - o �
<br /> 8d � 6" O.C. � , �
<br /> � ;;,
<br /> �'1 �C
<br /> VENTED BLOCKING °�' � �
<br /> RE: 19/S9.1 3j;J �
<br /> ,,, (3) 8d fi0 BLOGK - TYP. ,.ra �
<br /> �;4`.1 � i-�
<br /> ;.� � �
<br /> TRUSSES PER PLAN � �;�j i� z b� �
<br /> �,�
<br /> - r�:i � �
<br /> �,2,. :,4.` ..�
<br /> id� ''}•i W
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<br /> l;': � � � CJ
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<br /> � 3:.1� {i � �rv��
<br /> i3{ I��i � �y W
<br /> TRUSS PER PLAN � ": ��y
<br /> � � �
<br /> � :;� � a� �r� �
<br /> i� ��� � .
<br /> BEAM PER PLAN� �
<br /> ;;� �' � i, c�
<br /> i - � .
<br /> RAFTER PER PLAN {{, - .;,��r�;___ ...
<br /> �..�� �_-.- ;�:--�..,� �___�'-_-___-_ _�_ �.:_ �
<br /> W� LSSU HANGER � � � �`�' � � � ��
<br /> � y� � F yj I � 1 � r�
<br /> ' ..:,j -t'Y I I I
<br /> �___...'�. . _... . . . y_ ., . :; i i i
<br /> .k....__v_r.--- ___ --- �.._�__� _ � ___ � DIAG. BRACE � 8' O.C. W/ (6) � �
<br /> x.:
<br /> "� ` ' 0.131" X 3" TO BLOCK � ° �
<br /> ;,r, �., ,
<br /> �
<br /> I3.'
<br /> DRAG �RUSS - DESIGN FOR 150 ���- ��j �' � � � � �
<br /> s s,
<br /> PLF DRAG LOAD APPLIED AT st' �j 0.131"X3" TOENAIL � 6" O.C. -� � ,�
<br /> fi0P Cf�ORD AND TRANSFERRED " u � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. � � �
<br /> co 0
<br /> U) �� c�
<br /> � ,, -
<br /> � � �] TRUSS AND RAFTER TO BEAM � � TRUSS DETAI � AT STEP : � s , F
<br /> f 1�..
<br /> ,�- 2x8 FLAT VALLEY ATTACH ROOF SHEATHING/DIAPHRAGM NOTE: FIRE AND SOUND RATING � � '��r .,U' kf;�
<br /> OVERFRAMING SEE 16/S9.1 �- 8d AT 6" O.C. , �,�f 3 ,��
<br /> - TO TRUSSES W 3 10d INFORMATION PER ARCH.
<br /> �� ) PER 7/S9.1 8d � 6"OC '�t� Y f; ���
<br /> 2 X 4 W/ (2) 0.1 31" X 3" N A I L S t � : � <
<br /> PRE-FABRICATED ROOF �T � (3) 8d TO BLOCK - TYP. T0 EACH TRUSS TYP.
<br /> TRUSS � 24"OC (TYP.) --
<br /> , -` RE: 10/S9.1 FOR FRAMING ANGLE Y �
<br /> �� 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �. �. ��f �t 5 �� �
<br /> (ATTACH TO 2x8 VALLEY � SHEARWALLS TYP. ;;�� �Ff ` `y��� o
<br /> MEMBERS W/(4) 8d TN) I AND FOR BALANCE �} �� � ti r��'W
<br /> 3 a `� � a
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<br /> ;,:i �,�
<br /> �� `;� ��i 1 � "�'�' ,�a a ,�
<br /> �', �:ki O
<br /> ���t,i �'.j 1� � c� ♦ ti
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<br /> � DRAG TRUSS �;� 'e.r ��?�b� �� � .
<br /> �� RE: PLAN 6��
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<br /> `_ t:�. :Y.i
<br /> I I A35 �� �; _
<br /> W�(12) 8dX1 1�2" NAILS ���'� �' �
<br /> : � � (.131"DIA.X1 1�2") � 48"OC ,�' �; _ w � � � �
<br /> . . E�•�• I . . . _ ��; �
<br /> ..._�...�_��.-_.,._._.��.....�-_-,-. . . . .
<br /> e..._ "_'_.._._"_-_`_ __"....___�..w"__"_.._ _..�_ . . __.._ -�__�...-�.�;� ,.»�._.- . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . _ _ " __ ' -- .......�..__.,, __. . _ _
<br /> U N 0 PER PLAN � �- , � �
<br /> _ �.�E _ .:_
<br /> - PROVIDE BLOCKED --- -__� � � ` __ ii ' k.s _ � d � �
<br /> --f_._�_ �` ,f,_ _ _ -_ _ .._ ._ __ _ _.. ___ ____�_- �-1 0 �
<br /> I �. i.3� .!;!
<br /> . 2'x4' OPNG FOR TRUSS --- n �
<br /> ATTIC VENTILATION HANGER � �-� SHEARWALL TRUSSES PER PLAN �;� I '�� DIAG. BRACE � 8' O.C. W/ (6) , �
<br /> � EXT. SHEARWALL ��, 'i » >, � q .
<br /> - CONTINUE ROOF SHEATHING PER PLAN � RE: PLAN
<br /> PER PLAN ��; ; a 131 X 3 TO BLpCK � p
<br /> UNDERNEATH OVERFRAMING. � GABLE END WALL/DRAG TRUSS - ��� �; �
<br /> PRE-FABRICATION ROOF DESIGN FOR 150 PLF DRAG LOAD ���•� �? 0131"X3" TOENAIL � 6" O.C.
<br /> - .
<br /> \\ TRUSS � 24"OC �- - - ` -� APPLIED AT TOP CHORD AND `�
<br /> �� �\ 2x RAFTER � 24"OC 'W/(3) 8d TN � TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER �
<br /> �. � �, NOTE: GT HAS BEEN DESIGNED TO TRANSFER o
<br /> � EA. END (USE 2x4 IF SPAN < 6'-0" SHEARWALL SCHED. TYP. �
<br /> �\ SCALE: 3 4 = 1'-0" REQUIRED LATERAL LOAD.
<br /> � ��ROER TR�SS USE 2x6 IF SPAN > 6�-0��>. � �� TYPICA PARA� E DRAG TRUSSES TYPICA PARA E � o
<br /> 6 7 � OVERFRAM �!G 8 TRUSS TO GT CONNECT ON 9 AT PARTY WA��S BETWEEN BRAC NG TRUSSES A PARTY WA��S � �
<br /> � 0 � 10
<br /> � �� �
<br /> _ �
<br /> 8d � 6" O.C. TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATING Q �
<br /> _--GIRDER/DRAG TRUSS INFORMATION PER ARCH. 1 �
<br /> OVER-FRAMING PER �'LAN W/ CONT. # OF TRUSS GABLE TRUSS RE: MFR> DESIGN � �
<br /> DOUBLE TOP CHORD NOTE: SEE 13 THIS �g IPLIES CONNECTOR TO TRUSS TO TOP PLATES
<br /> Sf{EET WI1EN PLATE >> a� B.N._ FOR 150 PLF DRAG LOAD APPLIED m
<br /> SHEAR TRUSS DESIGN -
<br />
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