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<br /> 8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NA(f�S
<br /> 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERRED �
<br /> .-�
<br /> 8d @ 6" O.C. TO BOTTOM CHORD � .
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<br /> ;�
<br /> t„� -
<br /> VENTED BLOCKING �; �
<br /> R�: 19/S9.1 ,
<br />� (3) 8d TO BLQCK - TYP. '�+ °'
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<br /> TRUSSES PER PLAN ,°�' 1� z � �
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<br /> TRUSS PER PLAN �`; ��# �- �� �?
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<br /> BEAM PER PLAN '�' '_` � � �
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<br /> RAFTER PER PLAN �_` ;_, � �
<br /> W/ LSSU HANGER - `'°
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<br /> '.�:e ;;:s 0.131" X 3" TO BLOCK � ° �
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<br /> DRAG TRUSS - DESIGN FOR 15Q ,r' $; � e�i �,
<br /> PLF DRAG LOAD APPLIED AT �.� °��_ 0.131°X3" TOENAIL Q 6" O.C. -{-� � ,�
<br /> TQP CHORD AND TRANSFERRED U � �
<br /> � TO BOTTOM CNORD SHEATHING AND NAILING PFR � � `�
<br /> SHEARWALL SCHED. TYP. -+-J � o
<br /> � � �
<br /> 1 2 3 R�SS �1 RAFT R TO BEA� 4 5 TRUSS DETAI� AT STEP �� ` �
<br /> ❑ ❑ � T A D E 0 0 � �-
<br /> U $
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING ROQF SNEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING '_ �
<br />� TO TRUSSES Wf(3) 10d PER 7/S9.1 8d C� 6"OC INFORMATION PER ARCH. 8d AT 6" O.C. ,
<br /> 2X4 W� (2) Q.131" X 3" NAILS �`�'� � � s � � � � � `
<br /> ,>.�=. �...,��.
<br /> PRE-FABRICATED ROOF �T �- -�� (3) 8d TO BLOCK - TYP. TO EACH TRUSS TYP.
<br /> TRUSS � 24"OC (TYP.) _
<br /> RE: 10/S9.1 FOR FRAMING ANGLE ;.. F;, �
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �• "• i3� ��3 �' �� , S ��� �
<br /> (ATTACH TO 2x8 VALLEY ( ( Q SHEARWALLS TYP. `
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<br /> MEMBERS Wf(4) 8d TN} AND FOR BALANCE �s" ;�_; ,� ti 1���'w o
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<br /> DRAG TRUSS k4�; �;z �`����' � ,s ��
<br /> �`` RE: PLAN F.r ��; �1�;�
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<br /> U N 0 PER PLAN � �
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<br /> PROVIDE BLOCKED � ` . ��
<br /> � �� �.i � � r(, �
<br /> O N
<br /> i-�j �F�i �
<br /> 2'x4' OPNG FOR TRUSS � •- �
<br /> ATTIC VENTILATION HANGER i SHEARWALL TRUSSES PER PLAN tF; �,� DIAG. BRACE Q 8' O,C. W/ (6} ,� �
<br /> PER PLAN EXT. SHEARWALL
<br /> RE: PLAN �a� ;?; 0.131" X 3" TO BLOCK a O
<br /> -_ CONTINUE ROOF SHEATHING PER PLAN � _}� �q �: � .
<br /> UNDERNEATH OVERFRAMING. GABLE END WALL fDRAG TRUSS -
<br /> PRE-FABRICATION ROaF �_ _ _ _ _ _� DESIGN FOR 150 PLF DRAG �OAD ''i `'r�' 0.131"X3" TOENAIL C� 6" O.C.
<br /> �� TRUSS � 24°OC APPLIED AT TOP CHORD AND �
<br /> � 2x RAFTER Q 24"OG W/(3) 8d TN � TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER �
<br /> � EA. END (USE 2x4 IF SPAN < 6'-0" NOTE; GT HAS BEEN DESIGNED TO TRANSFER
<br /> REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP. �
<br /> GIRDER TRUSS USE 2x6 IF SPAN > 6�-0��). SCALE: 3/4�� = ,�-o�� TYPICA� PARA��E�. DRAG TRUSSES TYP CA PARA��E� �
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<br /> ��6 � OVERFRANII�IG ���8 TRUSS TO GT COf�NECT 0�J � AT PARTY WA��S BETWEE�I BRAC �1G 10 TRUSSES A PARTY WAL�S W �
<br /> �
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<br /> Sd C� 6" O.C. TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUNQ RATING Q �
<br /> GIRDER/DRAG TRUSS INFORMATION PER ARCH. �
<br /> OVER-FRAMING PER PLAN W/ CONI. # OF TRUSS GONNECTOR TO TRUSS TO TOP PLATES GABLE TRUSS RE: MFR, DESIGN m Q
<br /> NOTE: SEE 13 TNIS q PLIES v
<br /> DQUBLE TOP CHORD m �� ��.a1 FOR 150 PLF DRAG LOAD APPLIED �
<br /> SHEET WHEN PLATE �_� SHEAR TRUSS DESIGN B�N� AT TOP CHORD AND TRANSFERRED `�' �
<br /> 1 H1 6 0.131" X1.5" 4 0.131" X2.5" �-
<br /> HEIGHT GHANGES aoo°�o�� BY OTNERS 150 PLF � � � � � w
<br /> � � TO BQTTOM CHORD � �
<br /> ���� LOAD PARALLEL TO = 1 H2.5A (5) 0.131" X 2.5" (5) Q.131" X 2.5" � �
<br /> TOP CHORD � 1 SDWC15600 - - o-
<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 ~ 2 (2) H2.5A (5} 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. i� `-� 2 � �`'
<br /> BY OTHERS 150 PLF � °' 2 (2) SDWC15600 - - ; `� PROVIDE 2x8 BOTTOM
<br /> LOAD PARALLEL TQ W ADD FLAT BLOCKING _ _ ;:; ,.,
<br /> BETWEEN WALL STUDS W 3 (3) SDWC15600 �o ; CH�RD AT GASLE TRUSSES
<br /> TOP CHORD � �-' PROVIDE 2x6 !,, E� OVER PARTY WALLS
<br /> � � ROOF FRAMING PER PLAN BLOCKING BETWEEN `
<br /> ROOF GIRDER TRUSS = . 8d AT 6" O.C. VERTICALS AT GABLE �
<br /> PER PLAN �- �- �T�f , ;,_ f"_i,� •C� ,�. TRUSSES WITH 2X4 . .
<br /> O� I� '� � .`'�,�'°`�P_T � i�_i`� T�f�� ,�`";' 2X VENTED BLK'G. ;: '� �
<br /> � ��,=� , - ,;-��� � „ „ BOTTQM CHORD ±
<br /> �`�r`' � ��,� ✓� ��f i f 0.131 X 3 TOENAIL `� � OVERFRAMING RE: �
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<br /> ; STRAP TYPE AT SIM. � �� � ,'�, �,� � � ; � �' � � r .. �aY
<br /> i ' � ;�'; ,,�,/,���'� � �;'� �,/ -!�� ,/ �; ;3 F�� 2x8 LEDGER W/ 0.25" x 4.5" SDS � � �
<br /> ROOF TftUSS PER PLAN �
<br /> � ; ; � ,�`, r TRUSSES PER PLAN t`, ;: SCREWS C� 12" O.C. STAGGERED
<br /> ; TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT �; :� 4,✓s ,�,�� ,�,r' ��f�` 'i STRAP TYPE DRAG STRUT ; �' r ; ; � ,r'�� '`; `'�
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<br /> HANGER � U.N.O. PER PLAN � ,�'��' .� ,�` ,�' . f °� � .� � U.N.O. PER PLAN � � � �f�� ` � I' r �, �
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<br /> - i � �'�.�_��'���.%C�.� ���� �_'. � � � � �� �/ '��� ;'��� � �� H2.5A & S��iC1560� STYLE 2x8 LEDGER W� 0.25" x 4.5 SDS ,g, �. 0.131"X3" TOENAIL C� 6 O.C. OR
<br /> COMMQN�GIRDER TRUSS SCREWS � 12" O.C. STAGGERED A35 Q 48" O.C. GABLE TRUSS TO � �
<br /> � ` � � �'�;f',�����r' '�/`� � �� `%, �'
<br /> LTP4 � 24" O.C. ; '�" � "'`'�T_�� �� r �� �� » TOP PLATES
<br /> SDWC15600 TO EACH SDWC15600 TO EACH � � � � PER PLAN �
<br /> ' BEARING ANQ 0.131 X3 TOENAIL @ 6 O.C. OR �
<br /> WALL BEYOND � SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER A35 � 48" O.C. GABLE TRUSS TO SHEATHING RNQ NAILING PER �
<br /> SHEARWALL PER PLAN PLY PER TABLE ABQVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP.
<br /> SCALE: 3/4",= 1'-0" TYP C A� SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMI�AR) SCALE: 3/4" = 1'-0" � �
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STRUT TO GlRDER TRUSS 13 DRAG TRUSS TO WA�.L. 14 TYP. RA SED HEE� T�I�SS TO WA�� CON�IECT Of� 15 TRUSSES AT PARTYWA�� PERPE(�D C� �AR � �
<br /> ❑ ❑ ❑ Q ❑ � � . r..�
<br /> �
<br /> � gd @ s°o.c. _ _ TRUSS TO WALL CONNECTION �
<br /> ROOF FRAMING # OF TRUSS ROOF TRUSSES
<br /> GONNECTOR TO TRUSS TO TOP PLATES PER PLAN �1 �
<br /> PER PLAN PLIES �V
<br /> 8 1 H 1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" �
<br /> d @ 6 � -�-�
<br /> 1 H 2.5 A (5) 0.1 3 1° X 2.5° (5) 0.1 3 1" 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.G. W/ NRIL IN (2) 12d �..�.�.� �
<br /> 2X4 BLOCKING ARCH.
<br /> EA. BRACE 2 X 4 BLKG C� 48" 2 (2) Fl2.5A (5) 0.131" X 2.5" EA. (5} 0,131" X 2.5" EA. SLOTTED HOLE TO ALLOW • � � �
<br /> VERTICAL TRUSS MOVEMENT
<br /> 2X4 EOGEWISE i W/ (2) 16d TOENAIL 2 (2) SDWC15600 - - � �
<br /> C� 24" O.C. EA. END 3 (3) SDWC15600 - - 2X4 @ 48" e--a O
<br /> (6) 12d � �
<br /> � GABL.E END �
<br /> � PROVIDE (2} ZX4 TRUSS °� � �
<br /> DIAGONAL BRACE A35 FOR H2.5A�AND�SDWC RpOF FRAMfNG PER P�AN
<br /> AT 4' O.C. „ 8d AT 6" O.C. DS DRYWALL STOP �� �T'� '�'
<br /> PER FLAT 2X 12d C� 6 O.C. STYLE CONNECTIONS AT 16" O.C. TO WALL � ►'"""� CC3
<br /> BRACE NOTES � TOP PLATE � G�
<br /> BELOW: , , � ,. `^ 2X VENTED BLK'G. • � �
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<br /> � ( _�__.__..__._� _ � __� � �Q � 1 �� i � h�l �
<br /> FLAT 2X BRACE � �� � � �� ` � � I I� � � � � �
<br /> �� ]2d C� 6 O.C, T.N. SEE SHEAR WALL > � �i �HOLD CEILING FASTENERS ' � � � w '
<br /> NOTE: DIAGONAL BRACE REQUIRED PANEL. EDGE A35 � 24' OR A35 FRAM G SCHEDULE � BACK FROM WALL TO ALLOW
<br /> WHEN CROSSWALLS ARE GREATER THAN NAILING ANCHOR C� 2'-0" H2.5A 8c SDWC15600 STYLE ` 16" +/- � (
<br /> . 8' APART FOR A 2X4 FLAT BRACE O.C. W/ (8} 8d SHEAR WAL1. PQR P�LANGIRDER TRfJSS �3 TRUSS CHORD MOVEMENT �� ��
<br /> 10' APART FOR A 2X6 FLAT BRACE
<br /> r � SEE SHEAR WALL 1 NAILS `-� NONBEARING WALL
<br />� 12 APART rOR A 2X8 FLAT BRACE SCHEDULE �T� -VT �- �- �- � TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE ��
<br /> PERPENDICULAR BEARING/SHEAR WALL PER WALL PERPENDICULAR WALL PARALLEL
<br /> PLY PER TABLE ABOVE PLAN AND SCHEDULE
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR} SCAL�: 3/4° - 1'-0"
<br /> 16 TRUSS BRACI�JG AT Ef�D WA��S 17 SHEAR WA�� TO TR�SS 18 TYP SHEARWA�� TO TRUSS 19 TYP CAL TRUSS TO WA�� �O�1� ECTION 20 �lO�JBEAR �IG WA�� S�PPORT •
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