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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 APPLIEQ AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERRED �
<br /> �
<br /> 8d @ 6" O.C. TO BOTTOM CHORD °�
<br /> ':,�
<br /> �
<br /> 3� -
<br /> VENTED BLOCKING '��' � �
<br /> f3� �-
<br /> R�: 19/S9.1 E;
<br /> (3) 8d TO BLOCK - TYP. - _ °'
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<br /> TRUSSES PER PLAN �„ �� z � �
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<br /> _ S3y+ �E_t � �
<br /> ��ir '3'! •
<br /> ���' `!f Q �� •
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<br /> I�i,j �{� � Q
<br /> pr �1 �
<br /> � :,t1t �.3.� Q} �
<br /> . i4` �� (� � �
<br /> TRUSS PER PLAN - _�; f{.� � � �"-
<br /> , (�� c�
<br /> il�� $�sf VJ Q
<br /> BEAM PER PLAN }�, -�' ,�_ � �
<br /> t� . � �
<br /> RAFTER PER PLAN ��.��
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<br /> IF' [��
<br /> W/ LSSU NANGER � i� _ �� W � �
<br /> � ___ �_:r._,�__�_ , �=a �
<br /> _�y___�_a..--- ------ ------..-_�.._�____.__. ;.� {, DIAG. BRACE @ 8' Q.C. W/ (6} _ �
<br /> ;_± ka 0.131" X 3" TO BLOCK � ° �
<br /> DRAG TRUSS - DESIGN FOR 150 ��� '� � � `�
<br /> PLF DRAG LQAD APPLIED AT -��.� "'�_ 0.131"X3" TOENAIL C� 6° O.C. +' � ,�' .
<br /> TOP CHORD AND TRANSFERRED U "� �
<br /> TO BOTTOM CNORD SHEATHING AND NAILING PER � � �
<br /> SHEARWALL SCHED. TYP. � � �
<br /> _ �
<br /> 1 2 3 TR�SS A�JD RAFTER TO BEA�1 4 5 TRUSS DETAI� AT STEP � . � �-- ���� l `T '`
<br /> 0 o a
<br /> ❑ � ;
<br /> � U . �
<br /> 2x8 F�AT VALLEY ATTACH ROOF SHEATHING/DIAPHRAGM SEE 16 NOTE: FIRE AND SOUND RATING �
<br /> OVERFRAMING �Sg•� 8d AT 6" O.C. �
<br /> TO TRUSSES W/(3) 10d PER 7/Sg.t 8d C� 6"OC - 1� INFORMATION PER ARCH. I 2X4 Wf (2) 0.131" x 3" NAILS �
<br /> _ ��
<br /> PRE-FABRICATED ROOF � �T �- -� (3) 8d TO BLOCK - TYP. TO EACN TRUSS TYP.
<br /> TRUSS � 24"�C (TYP.) � '.
<br /> RE: 10/59.1 FOR FftAMING ANGLE "'
<br /> �. . ;;: x; � � - - �
<br /> � 2x8 RIQGE BEAM � ATTACMMENT BETWEEN (2} 2X BRACES - � ,�€ '�a �_ � ���. �
<br /> (ATTACH TO 2x8 VALLEY ( Q SHEARWALLS TYP. ' '
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<br /> � ; � a
<br /> MEMBERS Wf(4) 8d TN) AND FOR BALANCE k�� ;,j ,y ti ���
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<br /> DRAG TRUSS # ����' �'`� ��
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<br /> '`- RE: PLAN `�; �', ��I,�
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<br /> � l�t�a i.�'� .. . . .. . . . .. . . _
<br /> ( I A35 � �� ---
<br /> W/(12) 8dX1 1/2" NAILS ��' �'
<br /> (.131"DIA.X1 1�2") C� 48"OC ��' ��#� � � �
<br /> I � � I U.N.O. PER PLAN _ _ �
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<br /> ,___�____._...v_�___.Y_.._ _n ___ . ._�__. w._�____________vu____ - _�� _._ ______�________ __.� _�._ ----_ ___ _ _��,_. _.__,____ ___ _.___ __ ; .._
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<br /> -- PROVIDE BLOCKED € w..,____ �_�. �_ �_ �, - _ ._ �_ _ : _. _.� :: `
<br /> E \ � 4 J
<br /> 2'x4' OPNG FOR TRUSS I i I �,� �; L � Q � �
<br /> ATTIC VENTILATION HANGER EkT. SHEARWALL SNEARWALL TRUSSES PER PLAN f�. �; QlAG. BRACE C� 8 4.C. W/ (6) W
<br /> PER PLAN RE: PLAN °�� �� 0.131" X 3" TO B�OCK '� O
<br /> CONTINUE ROOF SHEATHING PER PLAN � _ ;j` ,;? `"' ti
<br /> � GABLE END WALL/DRAG TRUSS �;•
<br /> UNDERNEATH QVERFRAMfNG. � DESIGN FOR 150 PLF DRAG LOAQ ��3 �'- 0.131"X3" TOENAIL @ 6" Q.C.
<br /> \ PRE-FABRICATIOI� ROOF �_ _ _ _ _ _i APPL.IED AT TOP CHORD AND �
<br /> �\ TRUSS @ 24"OC
<br /> 2x RAFTER � 24 OC Wf(3) 8d TN @ Q
<br /> �. ��
<br /> � NOTE: GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTOM CHORd SHEATHING AND NAILING PER \
<br /> EA. END (USE 2x4 IF SPAN < 6'-0" , , „ REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP.
<br /> \ I o -
<br /> \ GIRDER TRUSS USE 2x6 IF SPAN > 6'-0"). SCALE: 3/4' = 1 -0 A R A� E L z F.;
<br /> .� , TYP CA� PARA E� DRAG TR�JSSES TYP �A P o 0
<br /> 6 7 � OVERFRAMIf�G 8 TRUSS TO GT C0�1�1ECT 0�1 [�9 AT PARTY WA��S BETWEE�1 BRACI�1G 10 TRUSSES A PARTY WA��S > � �
<br /> 0 0 � �
<br /> �
<br /> 8d C� 6" o.c. TRUSS TO WALL CQNNECTfON NOTE: FIRE AND SOUND RATING Q �
<br /> GIRDER/DRAG TRUSS - INFORMATION PER ARCN. � p
<br /> OVER-FRAMING PER PLAN W CONT. - # OF TRUSS GABLE TRUSS RE: MFR DESIGN � v
<br /> � CONNECTOR TO TRUSS TO TOP PLATES � m
<br /> N O T E: S E E 1 3 T H I S �, �� P L I E S F O R 1 5 4 P L F D R A G L O A D A P P L I E D �
<br /> DOUBLE TOP CHORD ���a�� �;�-�i
<br /> S H E E T N l N E N P L A T E �¢�g� SHEAR TRUSS DESIGN > g�N' AT TOP CHORD AND TRANSFERREQ `�'
<br /> H E I G N T C H A N G E S oo °��°o' B Y O T H E R S 1 5 0 P L F w 1 H1 (6) 0.131" X 1.5' (4) 0.131" X 2.5" TO BOTTOM CH O R D � �'-?
<br /> '���° LOAD PARAL LEL TO = 1 H2,5A (5) 0.131" X 2.5" (5) 0.131" X 2.5' W �
<br /> TOP CHQRD � 1 SDWC15600 - - � �
<br /> ROOF GIRDER TRUSS = 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" f.3 , p i �
<br /> I 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 /> �-- o� _ �� � PROVIDE 2x8 BOTTOM
<br /> BY OTHERS 150 PLF ,�, ? (2) SDWC15600 - f,
<br /> ADD FLAT BLOCK(NG � f ;.i CHORD AT GABLE TRUSSES .
<br /> LQAD PARALLEL TO = w 3 (3) SDWC15600
<br /> BETWEEN WALL STUDS ,,� PROVIDE 2x6 `' � OVER PARTY WALLS
<br /> TOP CHORD � , �
<br /> � ROOF FRRMING PER PLAN B�OCKfNG BETWEEN
<br /> ROOF GIRDER TRUSS z
<br /> � 8d AT 6° Q.C. VERTICALS AT GABLE
<br /> PER PLAN �- �,r_T(_�_�'�T";�"� ���,_L�l; _ r_� . . TRUSSES WITH 2X4 . .
<br /> � � 2X VENTED BLK'G. ` # -�
<br /> o� r �_,� �_�/'r�`-t,_ ��--i=-_ �-_� �- , i�
<br /> ,- � - „-, �-- -� BOTTOM CHORD �a �
<br /> �`'� f;.
<br /> �- ' � �'f�f�-�,�� / -- � ,- � ,> „ t j CL�
<br /> �,f , ; - '�� �,��/r 0.131 X 3 TOENAIL 3 7vS91R NOfN SHOWN �
<br /> / /' 1 � I!1� �T. - �4. I �t
<br /> W � � �� / � ✓ ,/ J" 1/I .� I�.t( .
<br /> � � �+`�'`e'�I! f� / / / }f I �� � I I AT 6" O.C. :; / .
<br /> �, i ��y f,� ,,' r f � Ffi i � ��i� .
<br /> �--�--r ���l�.�,f t� ' ���� ,� ;,��� FOR CLARlTY �
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<br /> • , -,.� �. ��. . • � '• F= - � s , , .�'i . . ._ � _ ____ �4 i ��_ _d.�_.�__u_.
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<br /> _ > > ���� ���, -,�-- -�-�- �,.,.�-7---��,r'-p,--- �,�I� I. '' . !'� �
<br /> .� i- `�� ���,:''�/�;f��� / r f � � i �� �'' /' / rf +' ;! �s',? r��; • �{ �
<br /> ;--- -- STRAP TYPE AT SIM. � ,�'' ' �' '' �,�'�' � � .rx j ;� � ,,�' ; � � �° i,.1� ,; "� �
<br /> ROOF TRUSS PER PLAN � �,r � � �,'f �s` } � , �� �� ,f � �' ✓ �`°,; �� Fi; E� 2x8 LEDGER W/ 0.25" x 4.5" SDS
<br /> ' , ��'°�,� �''�� �.�; ' � �,/ r'� t SCREWS Q 12 O,C. STAGGERED
<br /> ' TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT i �,�` / ' / � f� � STRAP TYPE DRAG STRUT � ' r � �� � r' �✓�j TRUSSES PER PLAN {;s ��; � Q�
<br /> � � � � � � r r,,� �, „ � �. , .,�,� a.
<br /> � I�rt / ,�' i � � if�i i » u �' i> n
<br /> HANGER � U.N.O. PER PLAN - ,, �',- r f ,�,f' ��`,�':f ` U.N.O. PER PLAN � » ✓ � � /ft �'f'"�� 2x8 LEDGER W/,0.25 x 4.5 SDS �' �
<br /> � 0.131"X3 TOENAIL C� 6 O.C. OR A � .
<br /> � � � � A35 C� 48" O.C. GABLE TRUSS TO V�
<br /> i �����.���__��:�� <_. � �'.�_�,�_l� ; ,�`,,.;� ,,f`�,�; , / ��,�,;; H2.5A & SQWC15600 STYLE coM�,toN c�R�ER TRuss P}� �� �
<br /> �-----�---� � SGREWS C� 12 O.C. STAGGERED �.� ,���
<br /> ; r � '�,'--��' __,`,� �.i��,t/�,,��.��� PER PLAN -
<br /> LTP4 C� 24" O.C. j " � 0.131"X3" TOENAIL � 6" O.C. OR TOP .PLATES .�
<br /> ' BEARING AND SDWC15600 TO EACH SDWC15660 TO EACH � •
<br /> ' TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE BEARING/SHEAR WALL PER A35 � 48" O.C. GABLE TRUSS TO SHEATHING AND NAILING PER �
<br /> WALL BEYOND � SHEAR WALL TRUSS PLY SHEARWALL PER PI_AN TRUSS PLY - SHEARWALL SCHED. TYP.
<br /> SHEARWALL PER P�AN PLY PER TABLE ABOVE -- PLAN AND SCHEDULE TOP PLATES �
<br /> SCALE: 3�4" = 1'-0" SGALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR} SCALE: 3/4" = 1'-0° � r--�
<br /> TYPCCAI� o
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STRUT TO G RDER TRUSS 13 DRAG TRUSS TO WA�� 14 TYP. RAISED HEEI� TRUSS TO WA�� CO�I�lECT10�1 15 TR�JSSES AT PARTYWA��. (PERPE�ID CU �AR) , � �
<br /> ❑ �
<br /> 0 C� �
<br /> . _ -- --
<br /> 8d � 6"o.c. TRUSS TO WALL CONNECTION �
<br /> ROOF TRUSSES � .
<br /> ROOF FRAMING # OF TRUSS PER PLAN �
<br /> PER PLAN PLIES CONNECTOR TQ TRUSS TO TOP PLATES �{
<br /> � � �
<br /> . . 8d @ 6" 1 H2 5A �6) 0.131" X 1.5" (4} 0.131° X 2.5"
<br /> (5) 0.131" X 2.5 (5) 0.131 X 2.5 a �j
<br /> ,� » »
<br /> TRUSS B�OCKING 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 EA. END � �
<br /> 2X4 BLOCKING ARCH. SLOTTED HOLE TO ALIOW
<br /> 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5} 0.131" X 2.5" EA. VERTICAL TRUSS MOVEMENT � �
<br /> EA. BRACE 2X4 E�GEWISE i W X 2)B16d 0 NAIL 2 {2) SDWC15600
<br /> - - �
<br /> C� 24" O.C. EA. END 3 (3) SDWC15600 - - 2X4 @ 48' � O
<br /> (6) 12d _ - �
<br /> GAB�E END � �
<br /> bQ
<br /> PROVIDE (2) 2X4 TRUSS ADD A35 � 48"O.C. ROOF FRAMING PER PLAN �.� � � �
<br /> DIAGONAL BRACE A35 FOR H2.5A AND SDWC �
<br /> AT 4' O.C. 12d � 6" O.C. STYLE CONNECTIONS 8d AT 6" O.C. qT 1�6 Y OACL TO WALL � ^ � .
<br /> PER FLAT 2X
<br /> BRACE NOTES 2X VENTED BLK'G. TOP PLATE � �
<br /> �
<br /> BELOW: , , _ � .. �; • �
<br /> �-___ ..�_..�__�.._..�_____ .� __,__ � � ..�� _ � _ v � .___ _--- �
<br /> _ �__�-_ _.�_.�.__._�� -____ � �, __,.� :_� �, �_������)
<br /> �� - ---- --T___ _T__._____ _____._. ' �e Q � ,� �Q �'� � ^ �
<br /> FLAT 2X BRACE � ( „ � � � i' � � �y f� � �
<br /> 12d @ 6 O.C. T.N. SEE SHEAR WALL ' 'f HOLD CEILWG FASTENERS �� � (J�
<br /> NOTE: DIAGONAL BRACE REQUIRED � PANEL EDGE A35 C� 24 OR A35 FRAM'G SCHEDULE 16" +/- BACK FROM WALL TO ALLOW �� �� ` ' w
<br /> WHEN CROSSWALLS ARE GREATER THAN � NAILING ANCHOR C� 2-0 H2.5A & SDWC15600 STYLE COMMONfGIRDER TRUSS ' ,j TRUSS CHORD MOVEMENT s� �� -
<br /> 8' APART FOR A 2X4 FLAT BRACE � O.C. W/ (8) 8d SHEAR WALL PER PLAN i 3s
<br /> 10' APART FOR A 2X6 FLAT BRACE j SEE SHEAR WALL NAILS � � NONBEARING WALL ��,� -
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE -V�-- �- �- -J`- �I'-
<br /> P�RPENDICULAR 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: 3/4° - 1'-0" ,
<br /> 16 TRUSS BRAC f�G AT E�1D V�1A��S 17 SNEAR WA�� TO TRUSS 18 TYP SHEARWAL� TO TRUSS 19 TYP CAL TRUSS TO WA��. COf��1ECTI0N 2� �JQNBEARI�JG WA�� SUPPORT ' �
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