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8d AT 6" Q.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 /> � .
<br /> 8d @ 6" O.C. TO BOTTOM CHORD �
<br /> `�i
<br /> . ,,; � �
<br /> VENTED BLOCKING `�; � _
<br /> RE: 19/S9.1 (3} 8d TO BLOCK - TYP. `k° 1 U °r,�'
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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 ;:i,� '�°' � +� � �
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<br /> RAFTER PER PLAN r,, __:,.- __ _ __ �,_ ..___,._ ..H_..___ -
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<br /> W/ LSSU HANGER .wr;. .�:.�::_� _:_.. L�..__�:.___.: � _ ;; �
<br /> �__�_w_�_ 5:, £., DIAG. BRACE � 8' O.C. W/ (6) W �
<br /> �'� ���� 0.131" X 3" TO BLOCK � ° � �
<br /> t.,� ,� �
<br /> DRAG TRUSS - DESIGN FOR 150 3�, '� � � �,
<br /> PLF DRAG LOAD APPLIED AT °_� ��_ 0.131"X3" TOENAIL C� 6" O.C. -+J � ,�
<br /> TOP CHORD AND TRANSFERRED U �'� �
<br /> TO BOTTOM CHORD SHEATHING AND NAIIING PER � � �
<br /> SHEARWALL SCHED. TYP. � � �
<br /> .13j { .���� 45, �{ .... _'
<br /> 01 02 0 TRUSS Af�D RAFTER TO BEA�1 04 05 TRUSS DETAI� AT STEP ��� �$��f � ��$� _ �
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<br /> 2x8 FLAT VALLEY ATTACH ROQF SHEATHING/DIAPHRAGM SEE 16 S9.1 NOTE: FIRE AND SOUND RATING „ { f � Yr r� �
<br /> , OVERFRAMING � 8d AT 6 O.C. t
<br /> TO TRUSSES W/(3) 10d PER 7/59.1 8d C� 6"OC INFORMATION PER ARCH. r � `� ` ; f '
<br /> PRE-FABRIGATED ROOF �- ^ 1�-..� (3) 8 d T O B L O C K - T Y P. 2X4 W/ (2} 0,131" X 3" NAILS ' �
<br /> t , : „� � , .:.>>�
<br /> GT TO EACH TRUSS TYP. � V � '�� �
<br /> TRUSS � 24"OC (TYP.) _
<br /> RE: 10/S9.1 FOR FRAMING ANGLE `�
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �• "• �3? �3 �� � 1 �� \
<br /> (ATTACH TO 2x8 VALLEY I I � SHEARWALLS TYP. � l
<br /> Ti= i � O
<br /> MEMBERS W/(4) 8d TN) AND FOR BALANCE E � ,� � 1��'�a
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<br /> DRAG TRUSS k��� s�; �?��' �' �
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<br /> -� � W�(12) 8dX1 1 f2" NAILS °'�° >� �
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<br /> (.131"DIA.X1 1/2"} 4 48"QC 9�; �� � `o z �
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<br /> U N 0 PER PLAN
<br /> __._�_-_.- �_�__ �_� _ ____ ___..___�._ � � �-- q `" � N
<br /> PROVIDE BLOCKED _ _ , -.. _- --- - . a �_� , __--: _ \
<br /> } o N �
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<br /> 2'x4' OPNG FOR TRUSS � € � �;.i ': , � �
<br /> ! ATTIC VENTILATION HANGER ± SHEARWALL TRUSSES PER PLAN =.� �; DIAG. BRACE � 8 O.C. W/ (6) w �
<br /> EXT. SHEARWALL �� � �> w
<br /> CONTINUE ROOF SHEATHING PER PLAN PER PLAN ; RE: PLAN �r� '; 0.131' X 3 TQ BLOCK � p .
<br /> UNDERNEATH QVERFRAMfNG. ' GABLE END WALL/DRAG TRUSS - z;$ �;
<br /> PRE-FABRICATION ROOF DESIGN FOR 150 PLF DRAG LOAD E� "�-'- 0.131'X3" TOENAIL C� 6" O.C.
<br /> �
<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 �
<br /> � EA. ENQ (USE 2x4 IF SPAN < 6'-0" SHEARWALL SCHED, TYP. � �
<br /> GfRDER TRUSS USE 2x6 IF SPAN > 6'-0"). SCALE: 3/4° = 1'-0" �EQUIRED LATERAL LOAD.
<br /> TYP CA� PARA��E� DRAG TRUSSES TYP CA PARA��E� �
<br /> _ o 0
<br /> 6[�� �7 OVER�RAMI�IG [�8 TR�.JSS TO GT CO�J�IECT 0�J �9 AT PARTY WA��S BETWEE�J BRAC f�G 10 TRUSSES A PARTY WA��S > �
<br /> �
<br /> W
<br /> 8d C� 6" o.c. TRUSS TO WALL CONNECTfON NOTE: FIRE AND SOUND RATING Q �
<br /> GIRDER/DRAG TRUSS - INFORMr1TI0N PER ARCH. � ••
<br /> ! OVER-FRAMING PER PLAN W CONT. # OF TRUSS GABLE TRUSS RE: MFR, DESIGN � �¢
<br /> � CONNECTOR TO fiRUSS TO TOP PLATES m
<br /> DOUB�E TOP CHORD NOTE: SEE 13 THIS a � B N FOR 150 PLF DRAG LOAD APPLIED � U �
<br /> SHEET WHEN P�ATE s��>=� PLIES
<br /> SHEAR TRUSS DESIGN AT TOP CHORD AND TRANSFERRED
<br /> HEIGHT CHANGES o00 oo;°�s i- 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" f-
<br /> oo, BY OTHERS 150 PLF w >, „ „ ,; TO BOTTOM CHORD � W
<br /> LOAD PARALI.EL TO = 1 H2.5A (5) 0.131 X 2.5 (5) 0.131 X 2.5 � �
<br /> , TOP CHQRD � 1 SDWC15600 - - �- �
<br /> � 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5"
<br /> ROOF GIRDER TRUSS = `:; O i 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. ;; '= 2 W �
<br /> BY OTHERS 150 PLF W °� ? (2) SDWC15600 - - i ' PROVIDE 2x8 BOTTOM
<br /> W ADD FLAT BLOCKING � =;i CHORD AT GABLE TRUSSES
<br /> LOAD PARALLEL TO w 3 - - {'
<br /> = BETWEEN WALL STUDS (3) SDWC15600
<br /> TOP CHORD cn W PROVIDE 2x6 ,' �� 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 F- r ,ff�C� �} r f�,�t .;��� �j•�f _�� . . TRUSSES WITH 2X4 . .
<br /> � z �} �_-Fj� � _� �� � v ��' �, 2X VENTED BLK'G. BOTTOM CHORD i� .; �"�
<br /> � � �r,~ � ;�,;�`�,,1 ,% ,��j�/,'`f,,% �,�;�;� ,r 0.131° X 3" TOENAIL „ ��� OVERFRAMING RE: �i �
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<br /> � � ,� ;/;� ,r�' ��°,r�r' ,;' �� �' AT 6" O.C. ; �: 7/S9.1 NOT SHOWN �
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<br /> , STRAP TYPE AT SIM. ���;� � � �` , .- '�� � ;' .� ; �� �� ' 2x8 LEDGER W� 0.25" x 4.5" SDS
<br /> ROOF TRUSS PER PLAN , � � �� ',r' � ,�'` ,f' ' f'',�' .' ,�' -���� � � '' � ' �' �`"�E � .
<br /> � �` : . ,� � f - �` , �, ,1. � I ! ,,''',/'`:�,�;"; �/�,'' rr'4�,t°i TRUSSES PER PLAN "i s�i � N
<br /> � TRUSSES PER RLAN H6 TWIST STRAP DRAG STRUT �,�'` �' ' ;`.�' i �' �'� �` �` ,�' r fI r � STRAP TYPE DRAG STRUT � �+� �� f`� ;. , SCREWS � 12" O.G STAGGERED
<br /> i � � . �%� � 0 1 � . fl' ��; � i ��� / /'� f .+' i ` f f � '�i n n ���� ' n n v � � �
<br /> HANGER ; U.N.O. PER PLAN �,� �",,,,` ' {, ,'� , � #,� „ ; ;� ,i �'�, �� /� ,;';, �F, ;,
<br /> ,�, U.N.4. PER PLAN -3' / �'" F� � �� r �� 2x$ LEDGER W/ 0.25 x 4.5 SDS ��, 0.131 X3 TOENAIL C� 6 O.C. OR
<br /> , � __'� _.__ _�� __�= �.�.__.._.J_ 1_ ; X , , / , �'; ,� H2.5A 8c SDWC15600 STYLE COMMON/GIR4ER TRUSS >� x Q� 4�
<br /> , __ �. � � , �, ��� �` �' ����`'.,�_�_.'�`�.-'�;��� t.z, ; ^
<br /> � � .___� _.��_<. PER PLAN SCREWS � 12 O.C. STAGGERED " �, A35 � 48" O.C. GABLE TRUSS TO
<br /> LTP4 � 24' O.C. � � _ �. �� �� „ � 2^ 1-�I
<br /> ' BEARING AND SDWC1560Q TO EACH SDWC15600 TO EACH 0.131 X3 TOENAIL � 6 O.C. OR TOP PLAT�S �
<br /> WALL BEYOND � SHEAR WALL TRUSS PLY SHEARWAL� PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STY�E BEARING/SHEAR WAI.L PER A35 � 48" O.C. GABLE TRUSS TO SHEATHING AND NAII�ING PER �
<br /> � SHEARWALL PER PLAN PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP. �
<br /> �•/�
<br /> SCALE: 3/4" = 1'-0" TYP C A� S�A�E: 3�4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCA�E: 3/4" = 1'-0" �
<br /> �� 12 ST 13 DRAG TR�SS TO WA�� 14 TYP. RA SED HEE� TR�SS TO WA�� COf��IECT Of� 15 TRUSSES AT PARTYWA��. PERPEND C� �AR � �
<br /> 11 DRAG TRUSS TO WA 0 DRAG R�T TO GIRDER TRUS� � ❑ C� C � . � .
<br /> �
<br /> , - ,
<br /> ad a s"o.c. TRUSS TO WALL CONNECTION �
<br /> ROOF FRAMING # OF TRUSS ROOF TRUSSES
<br /> PER PLAN � �� �
<br /> PER PLAN PLIES CONNECTOR TO TRUSS TO TOP PLATES c , �__
<br /> �
<br /> • � 8d � 6" 1 H2.5A (5) 0.131" X 2.5" (5> 0.131° X 2.5" !-,
<br /> �
<br /> � ) � ) .
<br /> •�
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS � I-�
<br /> � EAVE PER PANEL PER PLAN 2 H10-2 (9) 0.148" X 1.5`' (9) 0.148" X 1.5"
<br /> 2X4 BLQCKING ARCM. AT 48" O.C. W/ NAIL IN (2) 12d �..�
<br /> . SLOTTED HOLE TO A��OW EA. END
<br /> EA. BRACE 2 X 4 BLKG @ 48" 2 (2) H2,5A (5) 0.131" X 2.5" EA. (5} 0.131° X 2.5" EA. VERTICAL TRUSS MOVEMENT O �
<br /> 2X4 EDGEWISE W/ (2) 16d TOENAIL 2 (2) SDWC15600 - - O �
<br /> C� 24" O.C. EA. END 3 (3) SDWC15600 - - 2X4 @ 48" r---� �;
<br /> , (6) i2d ( l�'� � �
<br /> GABLE END �'��
<br /> PROVIDE (2) 2X4 TRUSS AdD A35 @ 48"O.C. ROOF FRAMING PER PLAN � .�
<br /> DIAGONAL BRACE R35 FOR H2.5A AND SDWC ��
<br /> AT 4' O.C. , 8d AT 6" O.C. DS DRYWALL STQP �
<br /> PER FLAT 2X 12d � 6' O.C. STYLE CQNNECTIONS AT 16" O.C. TO WAL� � � Ct3
<br /> BRACE NQTES 2X VENTED BLK'G. TOP PI�ATE V �
<br /> BELOW: �
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<br /> [� r `. � x i :.d- X 1 �.
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<br /> i V�L � li �Q II �! � � �"�
<br /> FLAT 2X BRA�E � � ,� � � ` �° � t( �; � � .
<br /> 12d � 6 O.C. T.N. SEE SHEAR WALL �� `� HOLD CEILING FASTENERS � " � �Tl w
<br /> NOTE: DIAGONAL BRACE REQUIRED � PANEL EDGE A35 � 24" � � OR A35 FRAM`G SCHEDULE 16" +�- � !� BAGK FROM WALL TO ALLOW � i I� F-�
<br /> WHEN CROSSWALLS ARE GREATER THAN � NAILING ANCHOR C� 2'-0" ` i 1
<br /> 8' APART FOR A 2X4 FLAT BRACE t H2.5A & SDWC15600 STYLE ,
<br /> COMMON/GIRDER TRUSS 1! TRUSS GHORD MOVEMENT �
<br /> ' 1Q' APART FOR A 2X6 FLAT BRACE ! SEE SHEAR WALL
<br /> ���� W� �8� 8d SHEAR WAL� PER PLAN ; �; �� ;�
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDU�E �- --� -�- �+- NAILS �� t!{
<br /> TRUSS TO WAL� CONNECTION TO EACH TRUSS H1 STYLE NONBEARfNG WALL ��(t'=
<br /> BEARING/SHEAR WALL PER
<br /> PERPENDICULAR PLY PER TABLE ABOVE PL.AN AND SGHEDULE WALL PERPENDICULAR WALL PARALLEL �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0"
<br /> 16 TRUSS BRAC �1G AT E�JD WA��S 17 SNEAR WA�� TO TRUSS 18 TYP SHEARWAL� TQ TRUSS 19 TYP CAL TRUSS TO WAL� CO�1�lEGT QN 20 �10�1BEAR �1G WA�� SUPPORT •
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