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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 /> TOP CHORD AND TRANSFERRED �
<br /> I 8d C� 6" O.C. TO BOTTOM CHORD �
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<br /> VENTED BLOGKfNG ^P; �
<br /> RE: 19�S9.1 .
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<br /> (3) 8d Tp BLOCK - TYP. ,t; 1 � °r,�'
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<br /> TRUSSES PER PLAN �°��1 1� Z � �,
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<br /> TRUSS PER PLAN �� � � '�' �
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<br /> BEAM PER PLAN a,� ;�' � +, `-�
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<br /> RAFTER PEft PLAN
<br /> W/ LSSU HANGER � '`'
<br /> ' i� .., W � �
<br /> ��,�._�yw���r�;��_ _�--�=_=__��=_ _..���_w�_._:.__:__ ---,�� � ��; DIAG. BRACE @ 8' O.C. W� (6) � `�
<br /> �;+: �x 0.131" X 3" TO BLOCK � ° �
<br /> DRAG TRUSS - dESIGN FOR 150 3i.' �; � � �,
<br /> PLF DRAG LOAD APPLIED AT i�j ��} 0.131"X3" TOENAIL Q 6° O.C. -+-� � ,�
<br /> TOP CHORD AND TRANSFERR€D � � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. -+-�� � Q
<br /> (I7 � c�
<br /> �1 2 3 TRUSS Af�D RAFTER TO BEANI 4 5 TRUSS DETAI� AT STEP � - F-
<br /> 0 0 � 0 -
<br /> . . � � �Y L ..., �k
<br /> 2x8 F�AT VALLEY ATTACH OVERFRAMING ROQF SHEATHING/DIAPHRAGM 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. �
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<br /> PRE-�`ABRICATED ROOF �T �- �� (3) 8d TO BLOCK - TYP. TO�EA NtTR O S TYP 3" NAILS k �" r f
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<br /> TRUSS � 24 OC (TYP.} ,:: �...,,.
<br /> RE: 10/S9.1 FdR FRAMING ANG�E � � T I �
<br /> � 2x8 RIDGE SEAM ATTACHMENT BETWEEN (2} 2X BRACES �� �� �'; �r;� �' �" � N
<br /> � � � (AT7ACH TO 2x8 VALLEY C� SHEARWALLS TYP. � � �� �� � sT � ��_, � � � � ` �l� o
<br /> MEMBERS Wf(4) 8d TN) I I AND FOR BALANCE ;}; ij � � I��W �
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<br /> RE: PLAN I ;°g' ':i y�l
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<br /> W/(12} 8dX1 1 f 2" NAILS ��3 �, �, �
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<br /> (.131"DIA.X1 1/2") @ 48"OC ��' ;Y� � �
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<br /> U.N.O. PER PLAN �
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<br /> PROVIDE BLOCKED �________,._ ,_�_�___��u_�_�_. _.,___ �...��� _..r..__.. _�__.�, i _...___�___�.__.:.�_..��a.�._�_ .,�_ -;----_ _.__�..:.� _ ..u. � c�
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<br /> 2'x4' OPNG FOR TRUSS I "'; `�' � � �
<br /> ATTIC VENTILATION HANGFR ; SHEARWALL TRUSSES PER PLAN ='� �� DIAG. BRACE � 8' O.C. W/ (6) � �
<br /> EXT. SHEARWALL ��' €'� „ » o
<br /> PER PLAN � RE: PLAN ��.� :�; 0.131 X 3 TQ B�OCK ~-z
<br /> CONTfNUE ROQF SHEATHING PER PLAN � GABLE END WALL/DRAG TRUSS - �'� �� � �
<br /> UNQERNEATH OVERFRAMING. ' '"
<br /> PRE-FABRICATION ROOF DESIGN FOR 150 PLF DRAG LOAQ �� `�'- 0.131°X3" TOENAII. @ 6" O.C.
<br /> � TRUSS � 24"OC \�- � T APPLIED AT TOP CHORD AND �
<br /> \ ��� 2x RAFTER C� 24"OC W/(3) 8d TN C� TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER �
<br /> NOTE: GT HAS BEEN DESIGNED TO TRANSFER �
<br /> � EA. END (USE 2x4 IF SPAN < 6'-0" REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP. �
<br /> GiRDER TRUSS USE 2x6 IF SPAN > 6�-0��). SCALE: 3/4�� � ,�-o�� TYP C A P A R A �E D R A G TR U S S E S TYP C A P A R A E z �
<br /> 0 0
<br /> 06 [�7 O�ER�RAMI�IG [�8 TRUSS TO GT CO�Jf�ECT Of� � AT PARTY WA��S BETWEE�1 BRACI�JG 1 � TRUSSES A PARTY WA��S � �
<br /> �
<br /> W
<br /> 8d C� 6" O.C. TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATWG
<br /> GIRDER/DRAG TRUSS INFORMATION PER ARCH. ¢ �
<br /> OVER-FRAMING PER PLAN W/ CONT. # OF TRUSS � GABLE TRUSS RE: MFR DESIGN � v
<br /> DOUBLE TOP CHORD NOTE: SEE 13 THIS PLIES CONNECTOR TQ TRUSS TO TOP PLATES � a,
<br /> s=�='s FOR 150 PLF DRAG LOAD APPLIED �
<br /> SHEET WHEN PLATE >>Q �•N•
<br /> SHEAR TRUSS DESIGN �
<br /> HEIGHT CHANGES a, o oQ�° `a O O AT TOP CHORD AND TRANSFERRED
<br /> EY OTHERS 150 PLF � � N� 6 0.131" X 1.5" 4 0.131" X 2.5" ,-
<br /> °°°� w 1 H2.5A 5 0.131" X 25" 5 0.131° X 2.5" TO BOTTOM CHORD � �
<br /> LOAD PARALLEL TO = � ) � ) W �
<br /> TOP CHORD � 1 SDWC156Q0 - - � �
<br /> ROOF GlRDER TRUSS S 2 H10-2 {9) 0.148" X 1.5" (9) 0.148" X 1.5" �; "^ � i �
<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 �
<br /> BY OTHERS 150 PLF � °' ? (2) SDWC15600 - - �� �� PROVIDE 2x8 BOTTOM
<br /> LQAD PARALLEL TO w ADD FLAT BLOCKING � 3 (3) SDWC15600 - - ;'. �; CHORD AT GABLE TRUSSES
<br /> TOP CHORD c=n BETWEEN WALL STUDS w PROVIDE 2x6 ;` � OVER PARTY WALLS
<br /> � � ROOF FRAMING PER PLAN BLOCKING BETWEEN '.. °.
<br /> ROOF GIRDER TRUSS z ,., . ., 8d AT 6" O.C. VERTICALS AT GABLE
<br /> ��PER PLAN � ����t7� r_ f � _�.�, _ TRUSS�S WITH 2X4 . , _
<br /> a, i,� .� �'�i--�° �' ;,�_;�,�`-��- j 2X VENTED BLK G. �, � .�,_,�
<br /> �.. ��� �-�.� z ;� .' ,� r�{, ���;j BOTTOM CHORD ;� ,5
<br /> � ;��;�;r' ,�'�� ���.�`��,/ , f � �E 0.131° X 3 TOENAIL � OVERFRAMING RE: �i
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<br /> ; STRAP TYPE AT SIM.� r % f / ' f ' / G�.f� � � � ' , r �.; <,� �
<br /> ROOF TRUSS PER PLAN � I,.�' �'� / � � f � � � ,� ���� � � ' ,� ��� �, » �� O
<br /> i o � � / �� ��s i i � i i i � i�; � »
<br /> ,�'��� 2x8 LEDGER W/ 0.25 x 4.5 SDS �
<br /> ; � `��� , -°i`� �'� ; �,�' a''��, ; , f',;/�,� TRUSSES PER PLAN f:E j� SCREWS C� 12 O.C. STAGGERED � �
<br /> ; TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT s' .t''�f� �r' - f ,/i3O � STRAP TYPE DRAG STRUT , ,� ,/ , �� � ,�- ;,� t� ;�,
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<br /> 0.131"X3 TOENAIL � 6' O.C. OR
<br /> � , ,, ,;`` '� � � U.N.O. PER PLAN � ' ,��� "�� ' � H2.5A g� SQW��56�� STY�E 2x8 LEDGER W� 0.25" x 4.5" SDS ��' ,�� " '
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<br /> HANGER � U.N.O. PER PLAN - -- �� ��� �� ��',� �`�,�< � ; � � fj ' , �� � ,?' ' COMMON GIRDER TRl1SS °,� �; A35 @ 48' O.C. GABLE TRUSS TO � �
<br /> �� , , ,, .�, � , � 5CREWS C� 12 O.C. STAGGERED i�, �
<br /> � , �, , � f �:� ,� ��' �
<br /> LTP4 � 24" O.C. ' � r � ��.__�_._��i;�_!��'�.�`�.''. �_�i
<br /> PER PLAN
<br /> :�,_
<br /> ' BEARING AND SDWC15600 TO EACH SDWC15600 TO EACN r � 0.131"X3" TOENAIL @ 6" O.C. OR TOP PLATES
<br /> WALI. 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 AND NAILING PER �
<br /> SHEARWALL PER PLAN PLY PER TABLE ABOVE -- PLAN AND SCHEDULE TOP PLATES SNEARWALL SCHED. TYP.
<br /> SCALE: 3/4" = 1'-0" TYP I C A� S�A�E: 3,4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCA�E: 3/4" = 1'-0° � �
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STRUT TO GIRDER TRUSS 13 DRAG TR�SS TO WA�� 14 TYP. RA SED HEEI� TRUSS TO WA�� CO�1�lECT 0�1 15 TR�JSSES AT PARTYWA�� PERPE�ID GU�AR � �
<br /> ❑ 0 ❑ � ❑ � ) .
<br /> � �
<br /> ad � s"o.c. TRUSS TO WALL CONNECTION �
<br /> ROOF FRAMING # OF TRUSS ROOF TRUSSES
<br /> CONNECTOR TO TRUSS TO TOP PLATES PER PLAN � _�
<br /> PER PLAN PLIES " '> " � �.-+
<br /> 1 H1 (6) 0.131 X 1.5" (4) 0.131 X 2.5
<br /> . '. 8d C� 6„ _
<br /> 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 (2) 12d � �
<br /> 2X4 BLOCKING ARCH.
<br /> EA. BRACE 2 X 4 BLKG Q 48" 2 (2) H2,5A (5) 0.131" X 2.5' EA. (5} 0.131" X 2.5" EA. SLOTTED HOLE TO ALI�OW EA. END � �
<br /> 2 2 SDWC15600 - _ VERTICAL TRUSS MOVEMENT �
<br /> 2X4 EDGEWISE i W/ (2) 16d TOENAIL � � » �
<br /> (6) 12d C� 24" O.C. EA. END 3 (3) SDWC15600 - - 2X4 @ 48 � O
<br /> GABLE END � �
<br /> � �
<br /> PROVIDE (2) 2X4 TRUSS
<br /> DIAGONAL BRACE ADD A35 @ 48"O.C, ROOF FRAMING PER PLAN �
<br /> AT 4' O.C. A35 FQR H2.5A AND SDWC
<br /> ,� �� 1 �
<br /> PER FLAT 2X 12d C� 6 O.C. STYLE CONNECTfONS 8d AT 6" O.C. DT D6'Y 0 CL OT WALL �� l w �
<br /> BRACE NpTES 2X VENTED BLK G. TOP PLATE V � �
<br /> BELOW: •
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<br /> _____._____._ __...___._._� _
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<br /> W - _-.�__.___.___ ---__.---- - � ^� x l ^� X _ �.� �� �� �
<br /> FLAT 2X BRACE
<br /> � `� �¢ �¢ � �r l �
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<br /> � �
<br /> 12d � 6" O.C. T.N. SEE SHEAR WALL � �` HOLD CEILING FASTENERS ' �� � � �
<br /> NOTE: DIAGONAL BRACE REQUIRED PANEL EDGE A35 @ 24" OR A35 FRAM'G SGHEDULE 16�' +/- ; i� BACK FROM WALL T4 ALLOW
<br /> WHEN CROSSWALLS ARE GREATER THAN NAILING ANCHOR Q 2'-0" H2.5A & SDWG15600 STYLE �
<br /> 8' APART FOR A 2X4 FLAT BRACE COMMON GIRDER TRUSS '�
<br /> 10' APART FOR A 2X6 FLAT BRACE _� SEE SHEAR WALL N�AI�S / (8) 8d SHEAR WALL PER P�AN �� TRUSS CHORD MOVEMENT �' �
<br /> - � t_ NONBEARING WALL �-
<br /> . 12' APART FOR A 2X8 FLAT BRACE SCHEDULE �V -V� � � �� �I`-
<br /> PERPENDICULAR TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE BEARING/SHEAR WALL PER
<br /> PLY PER TABLE ABOVE PLAN AND SCHEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT S{MILAR)
<br /> SCALE: 3/4" = 1'-0"
<br /> 16 TRUSS BRAC �1G AT E�JD WA��S 17 SHEAR WA�� TO TR�SS 18 TYP SHEARWA�� TQ TRUSS 19 TYPICA� TRUSS TO WA�� C0�11�ECT ON 20 �10�1BEAR I�G WA�� SUPPORT •
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