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8d AT 6° O.C.
<br /> GABLE END TRUSS DESIGNED FOR
<br /> 150 PLF DRAG LOAD APPLIED AT 2X4 W/ (2} 0.131" X 3° NAILS
<br /> TOP CHORD AND TRANSFERRED TO EACN TRUSS TYP, a�
<br /> 8d @ 6" Q.C. TO BOTTOM CHORD �
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<br /> ��" � � ��� 0.131" X 3" TO BLOCK � ° c�
<br /> DRAG TRUSS - DESIGN FOR 150 3i' � �- � '�'
<br /> PLF DRAG LQAD APPLIED AT �" ���_ 0.131"X3" TOENAIL (� 6" O.C. -� � �
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<br /> SHEARWALL SCHED. TYP. -� � Q
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<br /> 2x8 FLAT VALLEY ATTACH ROQF $HEATHINGfDIAPHRAGM '
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<br /> OVERFRAMING SEE 16/S9.1 NOTE: FIRE AND SOUND RATING �
<br /> TO TRUSSES W/(3) 10d PER 7/S9.1 8d C� 6"OC INFORMATION PER ARCH. 8d AT 6" O.C.
<br /> PRE-FABRICATED ROOF �T �- - �-� 2X4 W/ (2) 0.131" X 3" NAILS ` '
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<br /> � (3} 8d TO BLOCK - TYP. . .. ..:..... .:.::,..
<br /> TRUSS C� 24 OC (TYP.) TO EACH TRUSS TYP.
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<br /> ATTIC VENTILATION HANGER .-
<br /> PER PLAN EXT. SHEARWALL � SHEARWALL TRUSSES PER PLAN ',� ;;� DIAG. BRACE Q 8' O.C. W/ (6) � �
<br /> RE: PLAN , �� 0.131 ' X 3 TO BLOCK
<br /> CONTINUE ROOF SHEATHING PER PLAN `�� ' " � o
<br /> � GABLE END tiVALL/DRAG TRUSS - �i� '�' �' �'
<br /> UNDERNEATH OVERFRAMING. P R E-F A B R I C A T I O N R O O F `k' " 0.131"X3" TOENAIL C� 6" O.C. �
<br /> , TRUSS � 24"OC �- - - - -f �APP'LIEDFOR �OP CNORD ANpOAD -��-° ��� �
<br /> �� 2x RAFTER C� 24'OC W/(3) 8d TN �
<br /> EA. END (USE 2x4 IF SPAN < 6'-0" NOTE: GT HAS BEEN QESIGNED TO TRANSFER TRANSFERRED TO BOTTOM CHORD SHEATHING ANp NAIIING PER �
<br /> \ GIRDER TRUSS USE 2x6 IF SPAN > 6'-0"). SCALE: 3/4" = 1'-0" REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP. �
<br /> � TYPICA� PARA��E� DRAG TRUSSES TYPI�A PARA��E� �
<br /> � 7 OVERFRAMIf�G ° � �
<br /> � 8 TRUSS TO GT CON�lECT10�1 9 � �
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<br /> GIRQER/DRAG TRUSS TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATING Q � °
<br /> � OVER-FRAMING PER PLAN W/ CQNT. INFORMATION PER ARCH. �-. ..
<br /> NOTE: SEE 13 THIS #� QF TRUSS ,- Q
<br /> DOUBLE TOP CHORD >��a �� PLIES CONNECTOR TO TRUSS TO TOP P�ATES GABLE TRUSS RE: MFR, DESIGN � ¢
<br /> SNEET WHEN PLATE �
<br /> HEIGHT CHANGES e �oo ` SHEAR TRUSS DESIGN B.N. FOR 15Q PLF DRAG LOAD APPLIED m v
<br /> '°°�°° BY OTHERS 150 PLF W 1 H 1 (6) 0.131" X 1.5' (4) 0.131" X 2.5" AT TOP GHORD AND TRANSFERREQ "' �
<br /> ���� W 1 H2,5A " ' ° � TO BQTTOM CNORD �- w
<br /> LOAQ PARALLEL TO z (5) 0.131 X 2.5' (5) 0.131 X 2.5' � �
<br /> TOP CHQRD � 1 SDWC15600 - - w �-
<br /> � �
<br /> ROOF GIRDER TRUSS = 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5"
<br /> SHEAR TRUSS DESIGN PER PLAN F 2 (2) H2.5A (5} 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. _'� �� � � 2
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<br /> BY OTHERS 150 PLF � �' (2) SDWC15600 '£ '
<br /> LOAD PARALLEL TO � ADD FLAT BLOCKlNG � 2 - - t� PROVIDE 2x8 BOTTOM �
<br /> TOP CHORD � BETWEEN WALL STUDS W 3 (3) SDWC15600 - - ;; ;? CHORD AT GABLE TRUSSES
<br /> v� PROVIDE 2x6 �� � OVER PARTY WALLS
<br /> � ROOF FRAMING PER PLAN BLOCKING BETWEEN �_
<br /> PE�R PLAN ER TRUSS � j , n �� 8d AT 6" O.C, VERTICALS AT GABLE �
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<br /> ROOF TRUSS PER PLAN , - �f'� f` J � � �� 17� �� i 4'' 2x8 LEDGER W/ 0.25" x 4.5" SDS � �
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<br /> � r i ;�f " .�'� ; ; , H2.5A & SDWC15600 STYLE 2x8 LEDGER W/ 0.25 x 4.5 SDS €� ,;i;, 0,131 X3 TOENAIL � 6 O.C. OR �^ � �
<br /> ; ; �'` �,f� �;��.��f � f� COMMON GIRDER TRUSS SCREWS Q 12' O.C. STAGGERED �'� F�; A35 � 48" O.C. GABLE TRUSS TO V./
<br /> LTP4 � 24" O.C. i r ,�' f'�/ f� / , �a �
<br /> ' ' � PER PLAN '=�� Y
<br /> � BEARING AND SDWC15600 TO EACH SDWC15600 TO EACH 0.131��X3° TOENAIL @ 6" O.C. OR TOP PLATES �
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<br /> BEARING/SHEAR WALL PER A35 @ 48" O.C. GABLE TRUSS TO SHEATHING AND NAILING P�R �
<br /> I SNEARWALL PER PLAN T PLAN AND SCHEDULE TOP PLATES SHEAftWALL SCHED. TYP.
<br /> SCALE: 3 4 = 1 -0 TYP(C A L SCALE: 3�4PER 1TAB�LE ABOVE (BEAM/HEADER AT SIMILAR) SCA�E: 3 f 4" = 1'-0" j.�(�
<br /> `.+�.J �
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STRUT TO GIRDER TRUSS � �
<br /> � 13 DRAG TRUSS TO WA��. 14
<br /> � TYPt RAISED NEE� TRUSS TO WA�� C0�1 ECTI01� 15
<br /> C� � TR�SSES AT PARTYWAI�� PERPE�IDIC��AR � �
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<br /> ad � s"o.c. TRUSS TO WALL CONNECTION RooF TRussEs �
<br /> ROOF FRAMfNG
<br /> PER PLAN � Q
<br /> PER PLAN # OPLIES SS CONNECTOR TO TRUSS TO TOP PLATES �
<br /> � �
<br /> �� �•. �d @ �» 1 H 1 (Fi) 0.131" X 1.5" (4) 0.131° X 2.5" �9
<br /> 1 H2.5A (5) 0.131° X 2.5" (5) 0.131" X 2.5" ' ^�
<br /> TRUSS BI.00KING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS � �
<br /> 2X4 BLOCKING ARCH,PER PANEL (9) 0.148" X 1.5"
<br /> PER PLAN 2 H10-2 AT 48" O.C. W/ NAIL IN (2) 12d � �
<br /> EA. BRACE 2 (9) 0.148" X 1.5" SLOTTED HOL� TO ALLOW EA. END
<br /> 2X4 EDGEWISE 2 X 4 BLKG Q 48 (2) H2,5A (5) 0.131 X 2.5' EA. (5) 0.131 X 2.5 �A. VERTICAL TRUSS MOVEMENT � Q
<br /> Q 24° O.C. W/ (2) 16d TOENAIL 2 (2) SDWC15600 - - �
<br /> (6) 12d �
<br /> � EA. END 3 (3) SDWC15600 - - 2X4 t� 48" � r.,�.� �
<br /> GABLE END
<br /> 4
<br /> DIAGONAL B�RACE TRUSS ADD A35 C� 48"O.G � �
<br /> AT 4' O.C. A�5 _ FOR H2.5A AND SDWC ROOF FRAMING PER PLAN �� � �
<br /> STYLE GONNECTfONS 8d AT 6" O.C. DS DRYWALL STOP �
<br /> PER FLAT 2X 12d C� 6" O.C. AT 16" �.C. TQ WALL �
<br /> BRACE NOTES � "
<br /> BELOW: 2X VENTED BLK'G. � � �
<br /> •.. TOP PLATE �
<br /> �-_ .__.______._.___-__- -__.__- �.��__ _-_�_r �.p.. . r..i � ^
<br /> FLAT 2X BRACE � I ------- _��__-- - - -.�^� x_i�____. , �._._.�_.�..�. . ��.�.�.�_ ,_ _:_.. � i�l ��,,
<br /> NOTE: DIAGONAL BRACE REQUIRED i „ 12d C� 6" O.C. T.N. ' \� � � �� � � �e •� �
<br /> WHEN CROSSWALLS ARE GREATER THAN � PANEL EDGE R35 (� 24 OR A35 FRAM'G SEE SHEAR WALL � �� � �
<br /> , , NAILING , SCHEDULE ' HOLD CEILING FASTENERS � rTl �
<br /> 8 APART FOR A 2X4 FLAT BRACE � ANCHOR C� 2-0" H2.5A 8c SD 16" +/- �; BACK FROM WALL T0 ALLOW � w W
<br /> 1Q' APART FOR A 2X6 FI�AT BRACE � O.C. W 8 8d WC15600 STYLE CdMMON GIRDER TRUSS '� � �
<br /> _� SEE SHEAR WALL � � � SMEAR WA�L � !� TRUSS CHORD MOVEMENT ��
<br /> � 12' APART FOR A 2X8 FLAT BRACE SCHEDULE ---�'- -�- -�- �- �+ NAILS _� PER PLAN � �i NONBEARING WALL ����
<br /> PERPENDICULAR TRUSS TO WALL CONNEGTION TQ EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER
<br /> SCALE: 3/4" = 1'-0" PLY PER TABLE ABOVE PLAN AND SCNEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) $CALE: 3/4" - 1'-0" t
<br /> 16 TRUSS BRACI�IG AT E�1D WA��S 17 SHEAR WA�� TO TR�SS 18 TYP S
<br /> ❑ HEARWA�� TO TRUSS 19 T P •
<br /> _ C� Y CA� TRUSS TO WA�L C��1�lEGTl��1 20
<br /> ❑ NO�IBEARI�IG WA� SUPPORT
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