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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 TRANSFERREQ �
<br /> 0
<br /> �
<br /> � 8d C� 6" O.C. TO BOTTOM CHORD �
<br /> ;.;
<br /> " �
<br /> 'i:� .
<br /> � VENTED BLOGKING �`'' �
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<br /> R�: 19�S9.1 �;�� •
<br /> (3) 8d Tp BLOCK - TYP. ,; °'
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<br /> TRl1SSES PER PLAN �:�� 1� z � �
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<br /> TRUSS PER PLAN �'' }' � � �
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<br /> � BEAM PER PLAN rj �_` � � �
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<br /> RAFTER PER PLAN s� _..� <__,_.. _m_._.._.>_.,_::w�,��_ �:.�,_.___v ..,LL«__ _ .._.�� � �
<br /> � _�� �,.� � �-,
<br /> �3
<br /> W/ LSSU HANGER ��. ; ,� W � ^ �
<br /> �--•---�- ---_:..- - ---- -___-__��-_ a; �
<br /> � - - ---4--- - �1:a '-.:i DIAG. BRACE C� 8 O.C. W/ (6) � �
<br /> _ ;:yi °�a 0.131" X 3" TO B�OCK � ° �
<br /> DRAG TRUSS - DESIGN FOR 150 ��' �� � � �
<br /> PLF DRAG LOAD APPLIED AT �_� `��_ " " " -� � �
<br /> 0.131 X3 TOENAIL C� 6 O.G � �
<br /> TOP CHORD AND TRANSFERRED � � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER -
<br /> SHEARWALL SCHED. TYP. � �' C°
<br /> +' Cp O
<br /> (� � C�2
<br /> ��� � �,��Y� z :
<br /> 0 ❑2 0 TRUSS A�1D RAFTER TO BEANI 4 5� TRUSS DETA � AT STEP :�{ykt �--- ; � � �� ;
<br /> ❑ F:.h. ..�ES�.. . ::��y
<br /> � :.�F:i. +i�',:V :�;`.i::�':`:::::::k.`
<br /> � ,i::�:i:?�,,: .::.f}:�
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<br /> Y.'>"`
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<br /> 2x8 F�AT VALLEY ATTACH OVERFRAMING ROQF $HEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING
<br /> TO TRUSSES W/(3} 10d ' 8d AT 6" O.C. ;� f '
<br /> PER 7/S9.1 8d � 6"OC f INFORMATION PER ARCH. � . � � t;
<br /> 2X4 W/ (2) 0.131" X 3" NAILS ' ?� �:
<br /> PRE-FABRICATED ROOF �- -'� 3) 8d TO BLOCK - TYP. ..... .<:: r. :<. ., .;:. ; . .<, _
<br /> � GT � TO EACH TRUSS TYP.
<br /> TRUSS � 24"OC (TYP.)
<br /> RE: 10/S9.1 FOR FRAMING ANGLE `�
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2� 2X BRACES �� "� ""_ }'>; �' •" 5 � N
<br /> (ATTACH TO 2x8 VALLEY � SHEARWALLS TYP. }}- �; r� o
<br /> MEMBERS Wf(4) 8d TN) I AND FOR BALANCE �$' �i ,� ti 1�'�
<br /> `� a
<br /> ,; , , � �
<br /> � ,}>. f; � � � 3
<br /> Ti �P3 � ~` a �
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<br /> . 3 - ; 1� �' o
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<br /> �`' I ( DRAG TRUSS °`:' ''; �`�?��' � ��
<br /> I � RE: PLAN - :, �,� � �
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<br /> �� ��,
<br /> 3-,
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<br /> � � � A35 �i �
<br /> W�(12) 8dX1 1�2" NAILS ;,�� t; o
<br /> (.131"DIA.X1 1/2") C� 48"OC °;; �-� � � z o ,
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<br /> _.�___.. __,_____.,__.. _.,_�.__ _.. ...._� . . ...I.__. ,__,_.,___--- - --_�__i��r: - I. . . . . . . . . . . . . . . . . . . . �.� .� . . . . . . . . . . . . . _ N � �
<br /> U N 0 PER PLAN j � Q
<br /> .
<br /> -_.:_ _w___�_�_.__._� ._ ��._�__.__�_..____�________�_ ._u..�._
<br /> _.�.�._�___;.�__
<br /> PROVIDE BLOCKED ---, �_��_�� ..�.�__-�---. ,__..._ _____ <_ �,M..._��W _.,� , s : . Q c�
<br /> 2'x4' OPNG FOR TRUSS # I , _ ____ _ �u,,wr �_ _ . ..___ .__ - .�_�..__. .� � � �
<br /> N �-
<br /> ATTIC VENTILATION HANGER SHEARWALL TRUSSES PER PLAN ;_� ;' DIAG. BRACE C� 8' O.C. W/ (6) w �
<br /> EXT. SHEARWALL } s , ; �� „ ,� �
<br /> PER PLAN � RE: PLAN � , 0.131 X 3 TO BLOCK p
<br /> , CONTINUE ROOF SHEATHWG PER PLAN # �• ; w `-,
<br /> UNDERNEATH QVERFRAMING. GABLE END WALL/DRAG TRUSS - 1;� �;
<br /> PRE-FABRICATION ROQF DESIGN FOR 150 PLF DRAG LOAD -�'` f-- 0.131"X3" TOENAIL @ 6" Q.G.
<br /> 2x RAFTER Q 24"OC W/(3) 8d TN C� TRUSS � 24"OC �- -/ TRANISD R ED�Q BOT�TOM C�HORD SHEATHING AND NAI�ING PER � .
<br /> NOTE: GT HAS BEEN DESIGNED TO TRANSFER Q
<br /> EA. END (USE 2x4 IF SPAN < 6'-0" SHEARWALL SCHED. TYP. �
<br /> ' " SCALE: 3 4' - 1'-0" REQUIRED LATERAL LOAD, o
<br /> GfRDER TRUSS USE 2x6 IF SPAN > 6-0 ). � � - TYPICA� PARAI��E� DRAG TRUSSES TYP CA PARA��E� z �
<br /> 6 7 O�ERFRA�I�JG 8 TRUSS TO GT C0�1�1ECTION 9 AT PARTY WA��S BETWEE�I BRACI�IG 10 TRUSSES A PARTY WAI�LS ° � .
<br /> ❑ ❑ ❑ Q ❑ W
<br /> �
<br /> W
<br /> 8d � 6" O.C. TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATING
<br /> GIRDER/DRAG TRUSS INFORMATION PER ARCH.
<br /> � �
<br /> �-
<br /> OVER-FRAMING PER PLAN W/ CONL # OF TRUSS GABLE TRUSS RE: MFR, DESIGN � ¢
<br /> NOTE: SEE 13 THIS CONNECTOR TO TRUSS TO TOP PLATES a,
<br /> DOUBLE TOP CHOR6 s�a>� � e PLIES v
<br /> S H E E T W H E N P L A T E ��>ss ; g.N. FOR 150 PLF DRAG LOAD APPLIED �
<br /> � , SHEAR TRU$S DESIGN
<br /> HEIGHT CHANGES o oA�° r- 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" AT TOP GHORD AND TRANSFERRED
<br /> BY OTHERS 150 PLF W , TO BOTTOM CHORQ � �
<br /> ���� LOAD PARALLEL TO = 1 H2.5A (5) 0.131" X 25" (5) 0.131' X 2.5° � �
<br /> TOP CHORD � 1 SDWC15600 - - � �
<br /> � (9) 0.148" X 1.5" (9) 0.148" X 1.5" << �
<br /> ROOF GIRDER TRUSS � 2 H10-2 i, # O � z
<br /> SHEAR TRUSS DESIGN . PER PLAN ~ 2 (2) H2.5A (5) Q.131" X 2.5" EA. (5) 0.131" X 2.5' EA. ;; , 2 W
<br /> BY OTHERS 150 PLF W 6i 2 (2) SDWG15600 - - ,� ' PROVIDE 2x8 BOTTOM
<br /> LOAD PARALLEL TO w ADD FLAT BLOCKING _ _ �; ,; CHORD AT GABLE TRUSSES '
<br /> TOP CHORD c=n BETWEEN WALL STUDS w 3 (3) SDWC15600 ; �;
<br /> PROVIDE 2x6 OVER PARTY WALLS
<br /> �
<br /> v' ROOF FRAMING PER PLAN BLOCKING BETWEEN �` "�
<br /> ROOF GIRDER TRUSS z 8d AT 6" O.C. VERTICALS AT GABLE ,
<br /> PER PLAN �-- _y � C� ,-.�-- ,� r,�� .__�.. TRUSSES WITH 2X4
<br /> a, �'`� . � _F� r-� �,� 1-_,f r`-_ -�'�_�` ; 2X VENTED BLK'G. BOTTOM CHORD $ �"�
<br /> ,F - .� � �,�� 1� �:
<br /> r-s- fi . ,,-, r-- �
<br /> r `�I `' � ' �•F'� ` `'''„ ,.��,� �' _ 0.131' X 3 TOENAIL `' 9 OVERFRAMING R�: �
<br /> w [ �' f � /f' ,�i'I�" , � �` ,�rj r, t '
<br /> ty� � � � r' � � �' � � �
<br /> � vwi � ��'.'���i,� r°Fr,.f',,,'',i'a•���,,�`'/ f ,� ,,�'� � AT 6" O.C. "E 7/S9.1 NOT SHOWN �
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<br /> f : � . r�!�t' ,f �,�,f',� y,,, , r / � , . O
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<br /> ROOF TRUSS PER PLAN ' STRAP TYPE AT SIM. �il � ` � f ��s'���r { r; ; � l �'� �'� °''� %: { � T� if' t; � •
<br /> �j�. �' �,/t ' i � � .tl``��.✓ r`r,i i,! 1� ,�',.-i �i » „ � !�
<br /> �' �' �,,, ,
<br /> s 2x8 LEDGER W 0.25 x 4.5 SDS � �
<br /> � � f �,�` .� / �� /� � f �es i i f✓ . ,J'�i� � ,r �'i .... . . �i' s a
<br /> � �"'` �`� ` � � �� � � � �f� . f�,�;1 TRUSSES PER PLAN ' SCREWS C� 12" Q.C. STAGGERED
<br /> TRUSSES PER RLAN H6 TWIST STRAP DRAG STRUT � � j � � / %'' � � � f � j �` ' �� ��' � '�` � �% ' � ' � '
<br /> � � . ✓ f ft ! .,r` .� .J I �I � �t � �i i' ,!1 I- >" .
<br /> STRAP TYPE DRAG STRUT 3
<br /> , ,; � i � i fi ' � ,M
<br /> HANGER ; U.N,O. PER PLAN � �' I -�'`�.%� `�,� / r� U.N.O. PER PLAN � �,� �,/`,�' �' ;f�''� �,f``f` r��� 2x8 LEDGER W/ 0.25" x 4.5" SDS ;�' � 0.131"X3" TOENAIL @ 6" O.C. OR �, �
<br /> i . �'fr_ .._/__._� .�.�_.1��lc.,....�'� t`..�,�.�.,._.:�`_._�✓ .1.�.� � i k^ i .,f A 'I ,,/ . .� fl I. .
<br /> _ r ��,�' ' ^�, _ ;� ,,� �, i ,� H2.5A & SDWC15600 STYLE cor�MON/ciROER TRuss � 4�
<br /> � ; , , ,,� ,1;,�/ p ,�,,/� �;'; SCREWS � 12' O.C. STAGGERED ;,:� � A35 � 48" O.C. GABLE TRUSS TO
<br /> �TP4 t� 24' O.C. _e� �� �_.m.�_.____ � _ PER PLAN _ - Q
<br /> ' BEARING AND SDWC15600 TO EACH SDWC15600 TO EACH r � � 0.131"X3" TOENAIL � 6° O.C. OR TOP PLAT�S �
<br /> WALL BEYOND i 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 SHEATHWG AND NAILING PER �
<br /> SHEARWALL. PER PLAN PLY FER TABLE ABQVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP.
<br /> SCALE: 3/4" = 1'-0° Z�/� (` /� � SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0" � �j
<br /> I l�/�1
<br /> + 11 DRAG TRUSS TO WA�� 12 DRAG STRUT TO G RDER TRUS� � 13 DRAG TR�SS TO WA�� 14 TYP. RA SED HEE TR�SS TO WA C0�1�1E�T10�1 15 TR�SSES AT PARTYWA � PERPEND C� AR � �
<br /> 0 0 ❑ a ❑ � � .
<br /> � �
<br /> 8d � s"o.c. TRUSS TO WALL CONNECTION �
<br /> ---ROOF FRAMING P�ERFPLANSSES � O
<br /> # OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES �„�
<br /> PER PLAN PLIES t ,
<br /> ' 8d @6'� 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5"
<br /> �'�1
<br /> 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" � �
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 -� - STD ROQF 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. SLOTTED HOLE TO ALLOW 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 /> (6) 12d C� 24" O.C. EA. END 3 (3) SDWC15600 - - 2X4 C� 48° r-�i O
<br /> GABLE END � '�"' �
<br /> PROVIDE (2) 2X4 TRUSS
<br /> � �
<br /> DIAGONAL BRACE ADD A35 Q 48"O.C. ROOF FRAMING PER PLAN
<br /> A35 FOR H2.5A AND SDWC
<br /> 12d � 6" O.C. �� ' � �
<br /> PER4FLOAT 2X STYLE CONNECTIONS 8d AT 6" O.C. DS DRYWALL STOP � �
<br /> BRACE NOTES 2X VENTED BLK'G. AT 16" O.G TQ WALL � 1 � C�3
<br /> TOP PLATE V �
<br /> BELOW: _
<br /> ,_ . _ •
<br /> �_. _.__�_ _.w._ ___� ` � �.�_ ._. - --- .�__
<br /> . . . .
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<br /> ��_��� _�____�__,__ ----
<br /> �_ ��___�___ .�.__ � . +-�
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<br /> � � �_�_�� __ .� � �_:_�_ _.� _��____ . _. � : ___._ � � +''
<br /> �„'-�-� _ i
<br /> �" ---------- --.--- ---.-_ -----__._______ ---________ ; � x ' x _ � i N
<br /> � � �
<br /> I ( . . . - .r �� � �� �� �� !� � �
<br /> FLAT 2X BRACE ; 12d (� 6" O.C. T.N. SEE SHEAR WALL F � � �' HOLD CEILING FASTENERS � � �
<br /> � NOTE: DIAGONAL BRACE REQUIRED f PANEL EDGE A35 � 24" OR A35 FRAM'G SCHEDULE � � i ; �f ;� � W W
<br /> WHEN CROSSWALLS ARE GREATER THAN � NAILING ' H2.5A & SDWC1560Q STY�E � �6 +�- ! �. BACK FROM WALL TO ALLOW I I
<br /> , ; � ANCHOR (� 2-0" � � �, �,
<br /> 8 APART FOR A 2X4 FLAT BRACE
<br /> 10' APART FOR A 2X6 FI.AT BRACE SEE SHEAR WALL NAILS l (8) 8d SHEAR WALL POR PON�GIRDER TRUSS � �� �� !
<br /> ;
<br /> :
<br /> MOVEMENT
<br /> 12' APART FOR A 2X8 FLAT BRACE � SCNEDUL.E --�-- �- �- -J� �- ��
<br /> � ,
<br /> PERPENDICULAR TRUSS TO WAL� CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER NONBEARING WALL �
<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 f 4" = 1'-0" �
<br /> 16 TR�SS BRACING AT E�1D WA��S 17 SNEAR WA�� TO TRUSS 18 TYP SHEARWA�� TO TRUSS 1 J TYPICA� TRUSS TO WA�� CO�1�lECT 0�1 20 �10�1BEAR1�1G WA�� SUPPORT •
<br /> 0 �� 0 0
<br />
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