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<br /> <. 'x
<br /> 8d AT 6" O.C. -
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAILS
<br /> 150 PLF DRAG LOAD APP�IED AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERRED �
<br /> �
<br /> 8d C� 6" O.C. TO BOTTOM CHORD �
<br /> , w
<br /> ;'{{ -_ �
<br /> VENTED BLOCKING F� � -
<br /> „
<br /> RE: 19/S9.1 ��t .
<br /> (3) 8d TO BLQCK - TYP. '�{ °' �
<br /> �1
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<br /> TRI�SSES PER PLAN ,�j 1(� Z � � '
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<br /> i�' ,,3.' N �
<br /> TRUSS PER PLAN � � �
<br /> i; .,� � � �
<br /> ;Y ,�E� � � v� � �
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<br /> BEAM PER PLAN j.�.' �;� ,� � �
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<br /> ';.a �:�� ---- � -�
<br /> RAFTER PER PLAN -
<br /> W/ LSSU HANGER �� '� W � ^ '
<br /> . �� �
<br /> �, �=,
<br /> �_ ��_�-��s==,_�-:�'_,:=�-- ----4�==��_ ��- --------• ===;Y � �;' DIAG. BRACE C� 8' O.C. W/ (6) � '-'
<br /> i �
<br /> �:y± ��; 0.131" X 3" TO BLOCK � � � ,
<br /> DRAG TRUSS - DESIGN FOR 150 :r =�� a� �,
<br /> PLF DRAG LQAD APPLIED AT E?i `.�a_ " " +' 'x
<br /> 0.131 X3 TOENAIL (� 6" O.C. U � �
<br /> TOP CHORD AND TRANSFERRED � •
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER � z � -
<br /> SHEARWALL SCHED. TYP. � � �
<br /> 1 T R AM 4 5 TRUSS DETA � AT STEP : � E- ��
<br /> 0 2 3 RUSS AND RAETE TO BE ❑ 0
<br /> ❑ 0
<br /> � j.
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SHEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING � 8d AT 6" O.C. ,,`�
<br /> TO TRUSSES W/(3) lOd PER 7/S9.1 8d � 6"OC INFORMATION PER ARCH. '
<br /> .
<br /> 2X4 W/ (2) 0.131" X 3" NAILS N
<br /> PRE-FABRICATED ROOF �T �� � -� (3) 8d TO BLOCK - TYP. TO EACH TRUSS TYP. �
<br /> ,� �
<br /> TRUSS � 24 OC (TYP.)
<br /> - RE: 10/S9.1 FOR FRAMING ANGLE `� �
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES � ' r�.� ��' ��_� � �� N
<br /> t� Y � ,
<br /> IL )
<br /> (ATTACH TO 2x8 VALLEY � SHEARWALLS TYP. �T; j� �� o "
<br /> MEMBERS W/(4) Sd TN) ( I AND FOR BALANCE {.�.� ,,;:� �, ti j�'�c�a
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<br /> DRAG T�RN SS ;�'; ��� `�?�� �'`� �
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<br /> A35 �, ` . .
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<br /> � � W�(12) SdX1 1�2" NAILS ;���� ���� o �
<br /> (.131"DIA.X1 1/2") @ 48"OC '�� �" c9 � �
<br /> I . . I . . . - - - - - - .
<br /> .
<br /> �� - - - - - - - - - - , .-�
<br /> U N 0 PER PLAN - - - ---------- _ _�---- . ,__ �______ ----_�____- - - -�___._. ___�_�_ q .
<br /> �_____ _^^___ �_. _.�_________� �� - -- -- - -
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<br /> PROVIDE BLOCKED � ,;,, �,,,; � o c.� �-
<br /> ;,,�; r.,., �
<br /> 2'x4' OPNG FOR TRUSS
<br /> ATTIC VENTILATION HANGER 4
<br /> EXT. SHEARWALL SHEARWALL TRUSSES PER PLAN kF; ';� DIAG. BRACE C� 8' O.C. W/ (6) w �
<br /> CONTINUE ROOF SHEATHfNG PER PLAN PER PLAN RE: PLAN ��i ��� 0.131 X 3' TO BLOCK � p
<br /> GABLE END WALL/DRAG TRUSS - t��
<br /> UNDERNEATH OVERFRAMING. PRE-FABRICATION ROOF "
<br /> DESIGN FOR 150 PLF DRAG LOAD ��° �?- 0.131"X3" TOENAIL � 6" O.C.
<br /> TRUSS C� 24°OC �- -� APPLIED AT TOP CHORD AND �
<br /> �� 2x RAFTER Q 24"OC W/(3) 8d TN � NOTE: GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER a :
<br /> �� � EA. END (USE 2x4 IF SPAN < 6-0 , REQUIRED LATERAL LOAD. SNEARWALL SCHED. TYP. o y T
<br /> GIRDER TRUSS USE 2x6 IF SPAN > 6�-0��). SCALE: 3/4� - ,�-o�� TYP CA� PARA��E� DRAG TRUSSES TYP CA PARA��E�
<br /> . x
<br /> 0 0
<br /> 6 7 OVERFRAMI�lG 8 TRUSS TO GT CONNECT 0�1 [�9 AT PARTY WA��S BETWEEf� BRACENG 1 � TRUSSES A PARTY WA��S > � .
<br /> ❑ ❑ � W
<br /> �
<br /> W .
<br /> sa � s° o.c. TRUSS TO WALL CONNECTION Q �
<br /> GIRDER/DRAG TRUSS N�ORMATION P�ERSARCD RATING � Q
<br /> OVER-FRAMING PER PLAN W/ CONT. # CONNECTOR TO TRUSS TO TOP P�ATES m
<br /> NOTE: SEE 13 THIS OF TRUSS GABLE TRUSS RE: MFR, DESIGN � �
<br /> DOUBLE TOP CHORD 9 9A �a>� g N FOR 150 PLF DRAG LOAD APPLIED �
<br /> SHEET WHEN PLATE ,�,9�s PLIES
<br /> HEIGHT CHANGES o o s SHEAR TRUSS DESIGN � � � � � '
<br /> °� °°° BY OTHERS 150 PLF w 1 H1 6 0.131" X 1.5" 4 0.131" X 2.5" TO BOTTOMORD RN�D TRANSFERRED � �
<br /> � � LOAD PARALL,EL TO z � � � � w �
<br /> w 1 H2.5A 5 0.131" X 2.5" 5 0.131" X 2.5" �
<br /> TOP CHORD � 1 SDWC15600 - - � �
<br /> � 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" I �
<br /> ROOF GIRDER TRUSS = ` `.; O � z ,
<br /> SHEAR TRUSS DESIGN PER PLAN ~ 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. ;� �; z � �
<br /> �- �' 2 SDWC15600 - - �: �� PROVIDE 2x8 BOTTOM
<br /> BY OTHERS 150 PLF ,�, � (2)
<br /> ADD FLAT BLOCKING t� ;� CHORD AT GABLE TRUSSES �
<br /> LOAD PARALLEL TO = w 3 (3) SDWC15600 - - ''
<br /> BETWEEN WALL STUDS w PROVIDE 2x6 �-` ' OVER PARTY WALLS
<br /> TOP CHORD c� �: � '
<br /> � ROOF FRAMING PER PLAN BLOCKING BETWEEN i -
<br /> ROOF GIRDER TRUSS z 8d AT 6" O.C. VERTICALS AT GABLE
<br /> PER PLAN f- � ,--�",� ,� T"�'-;�-�-- _ _�' ._;�. `
<br /> a, � l.-�" �,_._ /"� r ,' �,>_ _ % . TRUSSES WITH 2X4 ,� ,
<br /> f'-- , `� , � - ; 2X VENTED BLK G. ; .�.�
<br /> ,-, BOTTOM CHORD
<br /> � �✓%,� ;�,��� ��!�� � � f;'. 0.131° X 3" TOENAIL }� �s OVERFRAMING RE: �
<br /> . ll�l � �I I i I t `7� �T. p-� e1 � .
<br /> w ,��/`� '�,% - / �`� ; � !� (� AT 6" O.C. ' 7/S9.1 NOT SHOWN
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<br /> � , , �� , � f�,/' '�. , .�,, _ F CLARITY
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<br /> , - %, i�?���� %� � �I � � % f�r��./ ,.f �,.y�; ��' �, �� O
<br /> i--- -- �� . � � i i r / �:
<br /> � STRAP TYPE AT SIM. / / � ��� � � � � � �; } ;�
<br /> ROOF TRUSS PER PLAN ' i 'j ; '� �� f 'r'I� ;;� ; 2x8 LEDGER W/ 0.25" x 4.5" SDS �
<br /> ; , �'���,�/ , � �, � ; ,; � �� �/; }� TRUSSES PER PLAN �F! 4�,� SCREWS C� 12" O.C. STAGGERED � �
<br /> ; TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT � �% i , � �d%� -� STRAP TYPE DRAG STRUT ; , �� � �� �.� �� �� �
<br /> HANGER i U.N.O. PER PLAN ��' •� f' � f � U.N.O. PER PLAN � �� �� l � ' � 2x8 LEDGER W/ 0.25" x 4.5" SDS f� �;' 0.131"X3" TOENAIL C� 6" O.C. OR � �
<br /> � _ G.__�V��!`'i.;�.._,��._��� _ � ;,�k'� ,!,,U>; ,�! ��;'� H2.5A & SDWC15600 STYLE coMMON/��R�ER TRuss SCREWS C�? 12" O.C. STAGGERED �,�� �`3 A35 @ 48" O.C. GABLE TRUSS TO �
<br /> LTP4 � 24" O.C. ' � r � ' �` _'!;_11�_ `�1«�� PER PLAN „ �, .� �� Q �
<br /> � � 0.131 X3 TOENAIL � 6 O.C. OR TOP PLATES �
<br /> � BEARING AND SDWC15600 TO EACH SDWC15600 TO EACH
<br /> WALL BEYOND i SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE BEARING/SHEAR WALL PER A35 C� 48" O,C. GABLE TRUSS TO SHEATHING ANp NAILING PER �
<br /> f PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP. �
<br /> SCALE: 3 4" = 1'-0" SHEARWALL PER PLAN SCALE: 3 4 "= 1'-0° (BEAM/HEADER AT SIMILAR SCALE: 3 4" = 1'-0"
<br /> ' TYPICA� � � � �
<br /> TYP. RAISED HEE� TR� SS TO WA�� C0�1�1ECT10�1 15 TRUSSES AT PARTYWA�� PERPE�JD CU �AR � � �
<br /> 11 DRAG TR�SS TO WA 12 DRAG STRUT TO GRDER TRUSS 13 DRAG TRUSS TO WA�� 14 ❑ ( ) . �
<br /> � � ❑
<br /> �
<br /> _ %
<br /> 8d � 6"o.c. TRUSS TO WALL CONNECTION ROOF TRUSSES �
<br /> ROOF FRAMING # OF TRUSS PER PLAN � 0
<br /> PER PLAN PLIES CONNECTOR TO TRUSS TO TOP PLATES �
<br /> 1 H1 (6) 0.131" X1.5" (4) 0.131" X2.5" r^T ' � .
<br /> � 8d @ 6" 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" ^ � '
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS
<br /> EAVE PER PANEL PER PLAN 2 H10-2 (9) 0.148" X 1.5' (9) 0.148" X 1.5" AT 48" O.C. W/ NAIL IN (Z) 12d �.�....� �
<br /> 2X4 BLOCKING AftCH. SLOTTED HOLE TO ALLOW EA. END
<br /> 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. VERTICAL TRUSS MOVEMENT O �
<br /> EA. BRACE 2 X 4 BLKG 0 48" _ _
<br /> 2X4 EDGEWISE W/ (2) 16d TOENAIL 2 (2) SDWC15600 2X4 C� 48" O � �,' `�
<br /> @ 24" O.C. EA. END 3 (3) SDWC15600 - - �
<br /> (6) 12d GABLE END � � � '
<br /> �
<br /> PROVIDE (2) 2X4 TRUSS ADD A35 Q 48"O.C. ROOF FRAMING PER PLAN �
<br /> DIAGONAL BRACE A35 FOR H2.5A AND SDWC �� � �
<br /> AT 4 O.C. 8d AT 6" O.C. DS DRYWALL STOP � � �
<br /> PER FLAT 2X 12d � 6" O.C. STYLE CONNECTlONS AT 16" O.C. TO WALL �
<br /> BRACE NOTES 2X VENTED BLK'G. V � �
<br /> TOP PLATE
<br /> BELOW: _ • � � � -
<br /> -- F�-� �
<br /> - �=--`�-. _ _ __._._ ___.-__ __ _. .__-_-- --_. . .
<br /> --- -- - -� -�-X, - ---� ;-- � x � � � �, .
<br /> �
<br /> Q , Q � )
<br /> FLAT 2X BRACE k �-A- - -----!' -I \� I " \� �` � � v �
<br /> 4�
<br /> � 12d � 6" O.C. T.N. SEE SHEAR WALL i '� HOLD CEILING FASTENERS `' rTl �
<br /> NOTE: DIAGONAL BRACE REQUIRED ; PANEL EDGE A35 � 24" OR A35 FRAM'G � w w �.
<br /> SCHEDULE � 16" +/- I� BACK FROM WALL TO ALLOW ii
<br /> WHEN CROSSWALLS ARE GREATER TNAN � NAILING ANCHOR Q 2'-0" H2.5A & SDWC15600 STYLE COMMON/GIRDER TRUSS ' TRUSS CHORD MOVEMENT ��
<br /> 8' APART FOR A 2X4 FLAT BRACE � O.C. W/ (8) 8d SHEAR WALL PER PLAN
<br /> 10' APART FOR A 2X6 FLAT BRACE ; SEE SHEAR WALL NAILS � �� �' � '
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE �- �- �- �J� -�-
<br /> TRUSS TO WALL CONNECTION TO EACN TRUSS H1 STYLE BEARING/SHEAR WALL PER NONBEARING WALL
<br /> PERPENDICULAR PLY PER TABLE ABOVE PLAN AND SCHEDULE WALL PERPENDICULAR WALL PARALLEL �
<br /> SCALE: 3/4" = 1'-Q" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0" �
<br /> 16 TRUSS BRACI�IG AT END WA��S 17 SNEAR WA�� TO TRUSS 18 TYP SHEARWA�� TO TRUSS 19 TYPICA� TRUSS TO WA�L C0�1�lECT10�1 20 �IONBEARI�IG WA�� SUPPORT ' -
<br /> 0 0 �
<br /> � � v��o ����6 � . �
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