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.. . . . . -. . . . . . . . . . .. , . . . . . . . _. . . .. . . . . . . . . . . . . .. . . . . . . .. ... . . . . . . _ . . . . .. . . . , . . . . .. . . . . . . . . .. . .. . . . _.. . . . . . . . . .. . . . . . . . . . .. . � r
<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 APPLIED AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERRED �
<br /> �
<br /> TO BOTTOM CHORD �
<br /> 8d C�? 6" QG • �'
<br /> ;_
<br /> � �a a � � �
<br /> VENTED BLOCKING �' �
<br /> ��3 �
<br /> RE: 19/S9.1
<br /> � (3) 8d Tp BLOCK - TYP. �"' °' �
<br /> • , U .�
<br /> ::L'3
<br /> �'i'3
<br /> TRUSSES PER PLAN fi;`� 1� z � �
<br /> . �l.i �
<br /> 4'i;`�
<br /> -'E
<br /> . 3•Y;� Vi.� � � •
<br /> i�i' ' - Q �-{
<br /> ��j' �.:d � �
<br /> 1�t., �3 � Q
<br /> ri 1 '^
<br /> Rtt:. �.�R$ � y✓
<br /> TRUSS PER PLAN i� � � ~ �
<br /> i''; '; � � �
<br /> .� ;�, � U� �
<br /> ' r,
<br /> ;;" `,�; � o
<br /> BEAM PER PLAN "' 4F � -� �
<br /> �� . . '4; ' - - - - �� � .
<br /> RAFTER PEft PLAN ;�, !`'==�_ --_ _.._�.._ .._,,_..__ ._._____.. _ __ � �
<br /> W/ LSSU HANGER
<br /> , . �� I�J � .-�
<br /> • Y'�
<br /> f.._<t.�...r=�.:::.,._.._'_'�..:... � ;- `.''-,..a x::�_. .. �_...�._ ..�'' �.._ ' � ��i� � � .
<br /> � - � -�� :x DIAG. BRACE � 8' O.C. W/ (6) �
<br /> i;�� ��� 0.131" X 3" TO BLOCK � ° �
<br /> DRAG TRUSS - DESIGN FOR 150 :;; !,; � � `�
<br /> PLF QRAG LQAD APPLIED AT +��� �;�_ " ' " +' '� �
<br /> 0.131 X3' TOENAIL C� 6 O.C.
<br /> TOP CHORD AND TRANSFERRED U � � '
<br /> TO BOTTOM CHORD SHEATHING AND NAIL.ING PER � � �'
<br />� SHEARWALL SCHED. TYP. � � o
<br /> 1 2 3 TRUSS AND RAETER T� BEANI 4 05 TRUSS DETAI� AT STEP �----- �
<br /> � � � � a:N.�r h 1�.
<br /> .�y`" .
<br /> ROOF SNEATHING DI � � s
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING / APHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING 8d AT 6" O.C.
<br /> � TO TRUSSES W/(3} 10d INFORMATION PER ARCH.
<br /> PER 7/S9.1 8d @ 6,,�C _ � � � f °
<br /> PRE-FABRICATED ROOF �T �- -� (3} 8d TO BLOCK - TYP. T04EA NtTRUSS TYP. � NAILS
<br /> � �:.
<br /> TRUSS C� 24"OC (TYP.) � �
<br /> RE: l0/59.1 FOR FRAMING ANGLE ,;. --
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �� '� <<"� ��� �� �� 5 ��� N �
<br /> (ATTACH TO 2x8 VALLEY t� SHEARWALLS TYP. ;}'' Y2 �I �l �
<br /> MEMBERS W/(4) 8d TN} I I AND FOR BALANCE ��; �:i ,� T ti 1��W �
<br /> �:: �,
<br /> ia3 �� T��. � � �
<br /> � . � [T�* �F3 � v � `L�Y a �
<br /> f;, ,{� 1� �' �o 0
<br /> � 1i' i:l cf� � � t�`�
<br /> I �,,
<br /> DRAG TRUSS ;�; y`i `�?�� S�' �
<br /> � RE• PLAN ��.; ��; ,� �� � �
<br /> b#! ;i
<br /> � ( �i
<br /> . i.'1 113 . . . . .. . . . . ... . .
<br /> I I A35 = '� --
<br /> F° i
<br /> W/(12) 8dX1 1/2° NAILS #�' �`
<br /> „ ��
<br /> �� o£. k?i � qj
<br /> (.131 DIA.X1 1/2") @ 48"OC �; ,�� w z �
<br /> I - U.N.O. PER PLAN °' `` - - - - - � � ocn •
<br /> . .
<br /> �
<br /> ,
<br /> � d
<br /> _ ___.______m_______ __ _._ -�_________. �== -___,.__ - ____--_________ __ ..,�� _m ___ __�__ _�_.__�_.,______ __�___ .___ ...__�._ q � �
<br /> _.__.�_
<br /> - :
<br /> --�_.`��_�_�__�__:.�_..A___�___��_.� ��_ �_�_____�____�___
<br /> PROVIDE BLOCKED �' - -� �^i �'=�+� \ "' N
<br /> r.._._�-._ .�� ,
<br /> _�, y,_ __ �. .:ur , . y�.
<br /> ui
<br /> E �i'! ri�i O N
<br /> 2'x4' OPNG FOR TRUSS ( � k��s a�i � �
<br /> ATTIC VENTILATION HANGER � TRUSSES PER PLAN �,F �,< � � � �
<br /> EXT. SHEARWALL SNEARWALL �' �" QIAG. BRACE C� 8' O.C. W 6 �• �
<br /> PER PLAN PER PLAN RE: PLAN t�.� :, 0.131 X 3 TO BLOCK ;� o
<br /> CONTfNUE ROOF SHEATNING ( GABLE END WALL jDRAG TRUSS - i�� , � �
<br /> ;,
<br /> UNDERNEATH QVERFRAMING. �.�` �,,_ '
<br /> PRE-FABRICATfON ROOF ,,�_ _ _ _ _ � DESIGN FOR 150 PLF DRAG LOA� 0.131'X3" TOENAIL Q 6" O.C. .
<br /> \� TRUSS � 24"OC APPLIED AT TOP CHORD AND �
<br /> � 2x RAFTER @ 24"OC W/(3) 8d TN C� TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER o
<br /> �� �� , NOTE: GT HAS BEEN DESIGNED TO TRANSFER SHEARWALL SCHED. TYP. �
<br /> �,.
<br /> � EA. END (USE 2x4 IF SPAN < 6-0" REQUIRED LATERAL �OAD, o
<br /> �� ��ROER �R��S USE 2x6 IF SPAN > 6�-0��}. SCALE: 3/4�� = ,�-o�� TYPICA� PARA��E� DRAG TR�SSES TYP CA PARA��E�
<br /> ,. Q o
<br /> 06 7 QVERFRANII�IG �8 TRUSS TO GT CONf�ECT10�1 �9 AT PARTY WA��S BETWEE�1 BRAC �1G 1 Q TRUSSES A PARTY WAf��S ~ �
<br /> 0 ' �
<br /> �
<br /> W
<br /> 8d C� 6 o.c. TRUSS TO WALL CONNECTION Q �
<br /> �� NOTE: FIRE AND SOUND RATING -'
<br /> GIRDER/DRAG TRUSS � 1NFORMATION PER ARCH. � q
<br /> OVER-FRAMING PER PLAN W/ CONT. # OF TRUSS CONNECTQR TQ TRUSS TO TOP PLATES GABLE TRUSS RE: MFR, DESIGN � v
<br /> D O U B L E T O P C H O R 6 N O T E: 5 E E 1 3 T H I S =�����g �.� F L I E S B N �
<br /> SNEET WHEN PLATE ��9�.� F O R 1 5 0 P L F D R A G L O A D A P P L I E Q �
<br /> H E I G H T C H A N G E S a oao SHEAR TRUSS DESIGN � � � � �
<br /> 0 0 ' 1 N1 6 0.131° X 1.5' 4 0.131" X 2.5" AT TOP CHORD AND TRANSFERRED �
<br /> °�a°� � BY OTHERS 150 PLF w , ,, „ ; TO BOTTOM CHORD � '�
<br /> ���� LOAD PARALLEL TO = 1 H2.5A (5) 0.131' X 2,5 (5) 0.131 X 2.5' � �
<br /> TOP CHORD � 1 SDWC15600 - - � �
<br /> ROOF GIRDER TRUSS = 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" �� ,; O � z
<br /> tt` SHEAR TRUSS DESIGN PER PLAN � � (2) H2.5A (5} 0.131" X 2.5" EA. (5) 0.131" X 2.5' EA. , °+ 2 '�
<br /> � - _ ;� :' PROVIDE 2x8 BOTTOM
<br /> BY OTHERS 150 PLF w ADD FLAT BLOCKfNG
<br /> 2 (2) SDWC15600 CHORD AT GABLE TRUSSES
<br /> LOAD PARALLEL TO = w 3 (3) SDWC15600 `� �'
<br /> TOP CHORD tn 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 � ,�, �-;7- ; �---r;r-;;. j"- � , TRUSSES WITH 2X4 i}
<br /> 7 ��- -r,
<br /> i T-�'--o � � �_-f � r'� -�- �-" 2X VENTEp BLK'G. ;° 3 -�-�
<br /> - - -
<br /> � ��- -F-�-- ,--,��- �-�s � „ BOTTOM CHORD �? i
<br /> W �/f�f f ,/�f,/�� ,- � 'r� ,r 0.131" X 3 TOENAIL ;� i� OVERFRAMING RE: �
<br /> � ��,,�'�� i{f` '��r� %`�,,i� AT 6" O.C. `' 'f 7fS9.1 NQT SHOWN �
<br /> _ ry .
<br /> ✓I ,/���,''�I � ��� �. �,. :
<br /> _
<br /> � � F CLARITY •
<br /> 4R
<br /> �-------- ��� - ------------ -------, -- - --- -- -- --- - -- ; /`\
<br /> ii i i t I � f 1� 7 1` J T�,,.' f j /r� � .
<br /> . . . . . . . . .. .. ... . . . . .. . . . . . . . . .. . . . . . . . . . . ---�-_. - � -__ '-__ __ . . . . . . . . ',�.rt'_' i •tf' � �I �! �/ . ��� . . ._ . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . ._._ _._____ � __'•______._` . . . . . . . . . . . . . . � l J �
<br /> �_ _ , ���J����� � _ '_F'�,..�� _ � __ _ __ �i � " ' � r^�1
<br /> . ' . . . . . •' • ,' .,. . �_T��_.�..�.__�/` �/� V-i� •• .li•• � �-�..�� ,7 __ ___ ; I �� ��iy �
<br /> . . ;i ' i � . i; . .,
<br /> i J O
<br /> � �'�� �
<br /> �--- - STRAP TYPE AT SIM. ��j f` ��� �°� ; I I ,�" ; U '' �i » » • � �
<br /> ROOF TRUSS PER PLAN ' � � f j �" / ' � � , � � !`�� �,r� ��'i� ,;, ,, 2x8 LEDGER W/ 0.25 x 4.5 SDS � �
<br /> �
<br /> �' • � � ,✓f� � ,/� r TRUSSES PER PLAN SCREWS C� 12" O.C. STAGGERED
<br /> ; TRUSSES PEft PLAN H6 TWIST STRAP DRAG STRUT �`�f Jt,°'��% ' j�/!�� >�' � STRAP TYPE DRAG STRUT ; ��� ' ; �` �' ,�' ,��� :�' `;°i �� �
<br /> HANGER � U.N.O. PER PLAN �JI�,r f }`/ � �`�f{ -`�// f �± U.N.O. PER P�AN ' ��, " `' � ' ' 2x8 LEDGER W 0.25" x 4.5" SDS �� �,� 0.131"X3" TOENAIL C� 6" O.C. OR
<br /> � ����'.L�._G_f�„-_�� ..�.r . .� /�:!.-L._.._�f! � i �i � � ��// fi Y /n t��, .�.
<br /> � ___ .�``` /' � H2.5A & SDWC15600 STYLE coMh,soN ��R�ER TRuss i� t3 � Q� 4� �
<br /> ; � r ��� -��� � � xb�����Lri' � L ;� � SCR�WS � 12 O.C. STAGGERED ;�! �� A35 C� 48' O.C. GABLE TRl1SS TO
<br /> LTP4 � 24° O.C. I r -�`--��� �- PER PLAN „ „ „ TQP PLATES �
<br /> ' BEARING AND SDWC156Q0 TO EACH SDWC15600 TO EACH 0.131 X3 TOENAIL @ 6 O.C. OR �
<br /> WALL BEYOND i SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO FACH TRUSS N1 STYLE BEARINGfSHEAR WAI.L PER A35 C� 48" Q.C. GABLE TRUSS TO SHEATHING AND NAILING PER �
<br /> , SHEARWALL PER PLRN PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP.
<br /> SCALE: 3/4" = 1 -0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-�0° � �
<br /> TYP I C A
<br /> 11 DRAG TRUSS TO WAL� 12 DRAG STRUT Ta GIRDER TRUSS 13 DRAG TRUSS TO WA�� 14 TYP. RAISED NEE� TRUSS TO WA�� CO�1�lECT 0(� 15 TR�SSES AT PARTYWA��. PERPE�ID CU�AR � � �
<br /> ❑ ❑ � 0 � � � . �
<br /> �
<br /> 8d @ s"o.c. TRUSS TO WALL GONNECTION _ _ _ �
<br /> ROOF TRUSSES �
<br /> ROOF FRAMING # OF TRUSS PER PLAN �
<br /> PER PLAN PLIES CONNECTOR TO TRUSS TO TOP PLATES �{
<br /> 1 H1 (6) 0.131" X1.5" (4) 0.131" K2.5" � �
<br /> . � �
<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 CL{PS
<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. 2 $LOTTED HOLE TO ALLOW EA. END
<br /> EA. BRACE 2 X 4 BLKG @ 48" (2) H2,5A (5) 0.131° X 2.5" EA. (5) 0.131" X 2.5" EA. � VERTICAL TRUSS MOVEMENT � �
<br /> 2X4 EDGEWISE W/ (2) 16d T4ENAIL 2 (2) SDWC15600 - a
<br /> 3 3 SDWC15600 2X4 @ 48" e-� �' �
<br /> C� 24" O.C. EA. END � ) - -
<br /> �
<br /> (6) 12d - +-�
<br /> GAB�E END � b�
<br /> PROVIDE 2 2X4 TRUSS " �� � �
<br /> f ) ADD A35 @ 48 O.C. ROOF FRAMING PER PLAN
<br /> DIAGONAL BRAGE
<br /> AT 4' O.C. A35 FOR H2.5A AND SDWC 8d AT 6" O.C. DS DRYWALL STOP � �T� �
<br /> PER FLAT 2X 12d @ 6 O.C. STYLE CQNNECTlONS AT 16" O.C. TO WALL 'i'
<br /> E i
<br /> BRACE NOTES 2X VENTED BLK'G. TOP PL.ATE V � � �
<br /> BELOW: _
<br /> . r..� � ^
<br /> � �.� . . . .
<br /> _____-._______��. . �---��.. __-_ ^� _'_____ - - -- - �._� ` __ , _ _ �
<br /> .-. .
<br /> . +,
<br /> __-__ T___�---_.__�__-�--�_ . __� ____
<br /> � .. . . �,
<br /> � .� � e---�- . . . v
<br /> d' x � x � � �„�
<br />, � ( -- - - - - + �� (� �� y r � �
<br /> FLAT 2X BRACE SEE SHEAR WALL � �
<br /> � 12d C� 6" O.C. T.N. � � ' �� HOLD CEILING FASTENERS ! � � �
<br /> NOTE: DIAGONAL BRACE REQUIRED PANEL EDGE A35 C� 24" OR A35 FRAM'G SCHEDULE a �
<br /> WHEN CROSSWALLS ARE GREATER THAN � NAILING ANCHOR � 2'-0" 16" +/- � � BACK FROM WALL TO ALLOW ' �
<br /> S' APART FOR A 2X4 FLAT BRACE H2.5A BC SDWC1560O STYLE COMMON/GIRDER TRUSS � TRUSS CHORQ MOVEM�NT E �I
<br /> O.C. N�/ (8) 8d f f
<br /> � SH�AR WAL.L PER PLAN 1 NONBEARING WALL ��`�
<br /> 1Q' APART FQR A 2X6 FLAT BRACE ; SEE SHEAR WALL NAILS
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDUI.� � �' � � �
<br /> PERPENDfCULAR TRUSS TO WALL CONNECTION TO EACH TRUSS H1 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 SIMILAR) SCALE: 3 j4" = 1'-0"
<br /> 16 T�USS BRACI�JG AT E�1D WA��S 17 SHEAR WA�f� TO TRUSS 18 TYP SHEARWAI�� TO TRUSS 19 TYPICAL TR�SS TO WAI�� CO�1�lECT 0�1 20 �JO(�BEAR �1G WA�� SUPPORT ` �
<br /> �
<br />
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