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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 /> TQP CHORD AND TRANSFERRED o
<br /> TO BOTTOM CHORD �
<br /> 8d C� 6" O.C. �
<br /> ti
<br /> VENTED B�OCKWG ���; `�
<br /> RE: 19/S9.1 '`` �
<br /> �i::
<br /> (3) 8d TO BLOCK - TYP. .'.F • a�
<br /> i 3.�
<br /> � t�a
<br /> 1 U �
<br /> TRUSSES PER PLAN f�; 1� z � �
<br /> �:j � �
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<br /> ii,i� '��j i �
<br /> i'�� �'di � .
<br /> `,�{ ��' � �
<br /> �;z;: tXa ' � O
<br /> TRUSS PER PLAN F' �<� U� � �
<br /> i . ;;., �- � �?
<br /> BEAM PER PLAN �s� `" � � �
<br /> t� �� � �
<br /> '��, •� �
<br /> __.:_..r_�___,__ ___ .__�_�
<br /> RAFTER PER PLAN , � �� _��_ _�__.� ___ ti.__�:� � �
<br /> , '__ _. _
<br /> Wf LSSU HANGER ; ,. � � �
<br /> . �;.._,:._ __:..=u.- �-_r.r : °�i � � � �
<br /> _.__ _ _� _ �__ __ _.___ DIAG. BRACE @ 8 O.C. W��(6) _ � �
<br /> ',~ � � 0.131" X 3" TO �LOCK � ° �
<br /> DRAG TRUSS - DESIGN FOR 150 ' ' � �'
<br /> . }`� :; � � �
<br /> PLF DRAG LOAD APPLIED AT __ �, 0.131"X3" TOENAIL Q 6" O.C. -+J � �
<br /> TOP CHORD AND TRANSFERRED U � �
<br /> TO BQTTOM CHORD SHEATHING AND NAILING PER � z' �
<br /> SHEARWALL SCHED. TYP. -+ � o
<br /> � � �
<br /> 0 2 3 T t :
<br /> 0 RUSS A�1D RAFTER TO BEA�1 4 5 TR�S
<br /> � S DETA � AT STEP
<br /> 0
<br /> �
<br /> .t
<br /> ►--
<br /> :-s:�
<br /> �:s.
<br /> �:��
<br /> .:2. <<%y:rii�;`.'f(.
<br /> 2x8 FLAT VALLEY ATTACH RQOF SHEATHING DIAPHRAGM ' U ' ;.
<br /> OVERFRAMING � SEE 16/S9.1 NOTE: FIRE AND SOUNp RATING , f:
<br /> INFORMATION PER ARCH. �;,�' ' ,
<br /> TO TRUSSES W/(3) lOd PER 7/59.1 8d � 6"OC 8d AT 6" O.C.
<br /> PRE-FABRICATEQ ROOF GT �- �-� (3) 8d TO BLOCK - TYP. 2X4 W/ (2) 0.131" X 3" NAI�S '� � ,
<br /> �� � TO EACH TRUSS TYP. "
<br /> TRIJSS Q 24 OC (TYP.)
<br /> RE: 10/S9.1 �OR FRAMING ANGLE � �- �. . �
<br /> 2x8 RIDGE BEAM
<br /> (ATTACH TO 2x8 VALLEY ATTACHMENT BETWEEN (2) 2X BRACES . °y =; . S � �
<br /> @ SHEARWA�LS TYP. ;,� ,'T �r �
<br /> MEMBERS W/(4) 8d TN) I I AND FOR BALANCE �� k� j�� o
<br /> ,� ���:� � � � ��
<br /> W
<br /> s�.' t:i � a
<br /> I F�� rs� � � � 1� a � .
<br /> 34 �� � �
<br /> ..�,: O
<br /> il tYr O •
<br /> I I l��:� l�.� . �
<br /> DRAG TRUSS f�� '� ����� � �
<br /> RE: PLAN �;'' `�; 6��
<br /> ( I � F:
<br /> � �j 4
<br /> I I A35 tP� r
<br /> �
<br /> . W�(12) 8dX1 1�2" NAILS `�+ s���
<br /> ;, Yi
<br /> (.131"DIA.X1 1/2") @ 48"OC " ,.; � �
<br /> ( �-��� � . . . - �
<br /> _._ . �
<br /> U N 0 PER PLAN
<br /> _ ___ ____ . _.�, __ .__.__ ,�_
<br /> _: •.
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<br /> �__ -___ _.------- � 00
<br /> . E3 � � �
<br /> PROVIDE BLOCKED I - = I �...�� ._.._�:,�.._ ��_.,_�_ ._.._,.._�.w. :.�_�_�__�.__: _ __��=,i : _.: ...:_�__w _�.�_,�,:_� _�.s,:.;,w.. a�_-_ ___�.,�. ._ :.._:�_.w_� q � � �
<br /> 2'x4 OPNG FOR TRUSS ;�; ;_; � � `-
<br /> ATTIC VENTILATIQN HANGER EXT. SHEARWALL ' SHEARWALL TRUSSES PER PLAN ''' ,�; DIAG. BRACE @ 8' O.C. W/ (6) w �
<br /> CONTINUE ROOF SHEATHING PER PLAN PER PLAN j RE: PLAN ;,� O
<br /> � '` �; p,131" X 3" TO BLOCK � �
<br /> _�, , w ti
<br /> UNDERNEATH OVERFRAMfNG. � GABLE END WALL/DRAG TRUSS - ;>- ';;
<br /> PRE-FABRICATION ROOF DESIGN FOR 150 PLF DRAG LOAD �-=: "' 0.131"X3" TOENAIL C� 6" O.C.
<br /> 2x RAFTER Q 24"OC W/(3) 8d TN C� TRUSS � 24"OC �`- - - - - � APPUED AT TQP CHORD AND �
<br /> � EA. END (USE 2x4 IF SPAN < 6'-0" - - NOTE: GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTQM CHORD SHEATHING AND NAILING PER �
<br /> SHEARWALL SCHED. TYP. �
<br /> R�Q��REo �ATERA� �oAo. TYPICA� PARA�L�E� DRAG TRUSSES TYP C �
<br /> GIRDER TRUSS USE 2x6 IF SPAN > 6'-0"). SCALE: 3/4" 1' 0" A P A R A��E� z
<br /> H
<br /> 6 C�7 01/ERFRAM �1G 8 TR�SS TO GT GONNECT10�) 9 � °
<br /> �� AT PARTY WA��S BETWEE�1 BRACI�IG 10 TRUSSES A PARTY WA��S >
<br /> ❑ �
<br /> W
<br /> ' 8d C� 6" O.C. c�
<br /> GIRDER/DRAG TRUSS TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATING � �
<br /> OVER-FRAMING PER PLAN W/ CONT. INFORMATION PER ARGH. a ~
<br /> NOTE: SEE 13 THIS # OF TRUSS ca
<br /> DOUBLE TOP CHORD � CpNNECTOR TO TRUSS TO TOP PLATES GABLE TRUSS RE: MFR, DESIGN � ¢
<br /> S H E E T W H E N P L A T E A���=> �'�� PLIES m v
<br /> '��'� SHEAR TRUSS DESIGN B.N. FOR 150 PLF DRAG LOAD APPLIED �
<br /> HEIGHT CHANGES o00 0 0° BY OTHERS 150 PLF � � H� (6) 0.131" X 1.5' (4} 0.131" X 2.5" AT TOP CHORD AND TRANSFERRED �
<br /> . LOAD PARALLEL TO = 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" TO BOTTOM CHORD � �
<br /> TOP CHORD � 1 SDWC15600 - - � ~
<br /> (9) 0.148" X 1.5' (9) 0.145 X 1.5° o Z
<br /> ROOF GIRDER TRUSS � 2 H10-2 ' " J W
<br /> SHEAR TRUSS DESIGN PER PLAN 2 (2} H2.5A (5) 0.131° X 2.5" EA, (5) Q.131" X 2.5" EA. ' '`
<br /> �; z :
<br /> BY OTHERS 150 PLF W °' 2 (2) SDWC15600 - - �; ' PROVIDE 2x8 BOTTOM
<br /> w ADD FLAT BLOCKING `- �
<br /> LOAD PARALLEL TO = w 3 3 SDWC15600 - - �' ; CHORD AT GABLE TRUSSES
<br /> TOP CHORD tn BETWEEN WALL STUDS W { ) 4j
<br /> PROVIDE 2x6 � � OVER PARTY WALLS
<br /> � � ROOF FRAMING PER PLAN BLOCKING BETWEEN `,' ��
<br /> ROOF GIRDER TRUSS � 8d AT 6" O.G VERTICALS AT GABLE
<br /> PER PLAN ��_�_ �t �;� _ � s ,__ _ , __� -T . TRUSSES WITH 2X4
<br /> rn +;�
<br /> + -' � � ' r �` �' ' � r 2X VENTED BLK'G. `' ''
<br /> � ��';-�--- ,,�-�°L�-�,,,�, �;�`� �,, �,�! BOTTOM CHORD �� ' �--�
<br /> w ��F,:���/r f,f ,-�,`�,i,.� `f�,� �,,�� - ,r. _ 0.131n X 3° TOENAIL '? :; OVERFRAMING RE: .$�.{
<br /> _ cn � ��1�,�'�,/j,,.° ,.��,� ,; ;�r' �,,��,:j� AT 6" O.C. � 7/S9.1 NOT SHOWN Q�
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<br /> -� ----, �-�; r_�Y f � , , .f��` ���.�j o �- ; , FOR C�ARITY
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<br /> --- -- � '`� T'�
<br /> STRAP TYPE AT SIM. �'�;� ��f� j' ,�' � ,� , ,� � � / ,l ,�' � �' ,��r �` > ,%� �,d ,
<br /> ROOF TRUSS PER PLAN ' � ` t� { �' ��j � �� %�b�'� /' r ,� , ;,, t'' F�; • � O
<br /> i �,, f ;"�r� yr°��/ �t �.��tr ,rr' f �.` i 'i !fA � � �i i�/ � J` ,r� .i`�i� .�i.i rt . � .
<br /> �'' , �. ,`',? , ,f ,� ,,i' /i ,,, , ,/` , :� � 2x8 LEDGER W/ 0.25 x 4.5" SDS � �
<br /> I TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT �r� %" ,�' ',/�' r .�' ��!,} << , ' STRAP TYPE DRAG STRUT � ^ ' '�` ��`j P'`/` �'` ���u'�f� TRUSSES PER PLAN �_; �; �
<br /> I � �� 3y��£ .` % f✓ 1- d� ^� fi i I I��I f F � �^� "r� ��
<br /> HANGER ' U.N.O. PER PLAN � '�'' 1�� � � �s'`�`�' a , �CREWS � 12' O.C. STAGGERED
<br /> )� .� {,� � / / � , f ,� � U.N.O. PER PLAN � ,� ,f ,� / ,�, ,� ,� ,� - ,� / '" 0.131"X3" TOENAIL t� 6" O.C. OR ��
<br /> i . .. .. . . . 4r�_. f Y ?� ( f ._..'�`._..�f._d._.,�...L,_.,_r.'n i i ' `f / ./ �i i� � 4� .
<br /> , ...�_.. ..._:�__ :�I__._.� � } �� � �I� � �' ,� ' '` H25A & SDWC15600 STYLE 2x8 LEDGER W o,25" x 4.5" s�s =�` �
<br /> 1� J I l I I A� ��.
<br /> LTP4 � 24° O.C. � � � ,�'�,,�' ,/'f .� ` ' ' COMMON/GIRDER TRUSS =� ��. i v Q�
<br /> ; � � � ' ,��'� ��' /� ���� SCREWS � 12 O.C. STAGGERED ��:� �, A35 � 48" O.C. GAB�E TRUSS TO
<br /> 1-w___�.��_,...��. _.____w . �
<br /> ' BEARING AND SDWC15600 TO EACH SDWC15600 TO EACH ` � PER PLAN 0.131"X3" TOENAIL @ 6" O.C. OR TOP PLATES
<br /> WAI�L BEYOND � SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY TRUSS TO WAL� CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER A35 @ 48" O.C. GABLE TRUSS TO SHEATHING AND NAILING PER ••.
<br /> SCALE: 3 4" = 1'-0" I� SHEARWALL PER PLAN PLY PER TABIE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP. �
<br /> TYP I C A L SCALE: 3 f 4 °= 1'-0" (BEAM/HEADER AT SfMILAR) SCALE: 3/4" = 1'-0" �"�(� �"�
<br /> .�.�.r �
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STR�T TO GIRDER TRUSS 13 DRAG TRUSS TO WA�� 14 TYP. RA SEQ HEE� TR� SS TO WA� C0�1�1ECT10�1 15 TRUSSES A �
<br /> 0 T PARTYWA�� PERPE�ID C�J AR �
<br /> ❑ 0
<br /> � � . �
<br /> �
<br /> Sd � 6"O.C. _ �
<br /> RooF FRaM�Nc TRUSS TO WALL CONNECTION
<br /> ROOF TRUSSES
<br /> PER PLAN � OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES PER PLAN � C�
<br /> PLIES �
<br /> � 1 H1 (6) 0.131" X 1.5" " , �
<br /> (4) 0.131 X 2.5' .�
<br /> . •.� 8d � 6" 1 H2.5A (5) Q.131" X 2.5" (5) 0.131° X 2.5" �..Z,�
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS �
<br /> PER PLAN 2 H10-2 (9) 0.148" X 1.5" (9} 0.148" X 1.5" AT 48" O.C. W/ NAIL IN (2) 12d � �
<br /> EAVE PER PANEL SLOTTEQ HOLE TO ALLOW EA. END
<br /> 2X4 B�OCKING ARCH.
<br /> EA. BRACE 2 (2) H2.5A (5) 0.131" X 2.5'� EA. (5) 0.131" X 2.5" EA.
<br /> 2X4 EDGEWISE 2 X 4 BLKG C� 48" 2 _ _ VERTICAL TRUSS MOVEMENT Q O
<br /> C� 24" O.C. W/ (2) 1 6 d T O E N A I L (2) SDWC15600 O �
<br /> (6) 12d EA. END 3 (3) SDWC15600 - - 2X4 C� 48" � �,
<br /> � O
<br /> � �
<br /> GABLE ENQ - �
<br /> PROVIDE (2} 2X4 TRUSS ROOF FRAMING PER P�AN �
<br /> AT 4o O.C,BRACE A35 FOR H2.5A�ANDo DWC
<br /> PER FLAT 2X 12d t� 6" O.C. �� I �-�+'
<br /> STYLE CONNECTIONS 8d AT 6" O.C. -DS DRYWALL STOP �
<br /> BRACE NOTES AT 16° O.C. TO WALL � W �
<br /> 2X VENTED BLK'G. ' U � �
<br /> BELOW: TOP PLATE
<br /> � ` _ �
<br /> . ___�_�__�.:_�� -__-�_�_ __._ :
<br /> . . . .
<br /> -----__�_--____.� ._._� �
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<br /> , . . . . . --- - ---- ____---- -- ------ __--
<br /> �s _ __-__�_._.:_.�, . � h-�
<br /> � ______�---� _.----- ___-� ____..__-----__�___ : _ . ; , _
<br /> � �
<br /> FLAT 2X BRACE � � �
<br /> I ___ X � � � � � �
<br /> f \4 � ;� �Q I i �--1
<br /> NOTE: DIAGONAL BRACE REQUIRED � �. 12d � 6 O.C. T.N. SEE SHEAR WALL �' ' {; � � ;E �
<br /> PANEL EDGE A35 � 24 r t i I; � �
<br /> WHEN CROSSWALLS ARE GREATER THAN ='. OR A35 FRAM'G SCHEDULE HOLD CEILING FASTENERS �� ! � � w
<br /> NAILING '
<br /> 8' APART FOR A 2X4 FLAT BRACE � ANCHOR � 2'-0" H2.5A 8c SDWC15600 STYLE � �s'' +/^ E ;i BACK FROM WALL TQ ALLOW E� �;
<br /> COMMON/GIRDER TRUSS
<br /> 10' APART FOR A 2X6 FLAT BRACE _[ SEE SHEAR WALL O.C. W/ (8) 8d SHEAR WALL � ,f TRUSS GH4RD MOVEMENT F� �j
<br /> 12' APART FOR A 2X8 FLAT BRACE SCNEDULE -�" -�-- �t_ �_ NAILS _� H� STYLE PER PLAN i �' NONBEARING WALL �� ''
<br /> TRUSS TO WALL CONNECTION TO EACH TRUSS BEARING SHEAR WALL PER WALL PERPENDICULAR WALL PARALLEL
<br /> PERPENQICULAR PLY PER TABLE ABOVE PLAN AND SCHEDULE
<br /> SCALE: 3 f 4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR)
<br /> SCALE: 3/4" = 1'-0°
<br /> 16 TRUSS BRAC �1G AT E�1D WA��S 17 SHEAR WA�� TO TRUSS 18 TYP SNEARWA�� TO TRUSS •
<br /> 0 19 TYP CA� TRUSS TO WA_ � CO��ECTio� 20 �a�BEA
<br /> 0 0 RI�IG WA�� SUPPORT
<br /> �
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