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<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. 6'
<br /> TOP CHORD AND TRANSFERRED �
<br /> 8d @ 6" O.C. TO BOTTOM CHORD �
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<br /> VENTED BLOCKING
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<br /> RE: 19/S9.1 (3} 8d TQ BLOCK - TYP. �; U �
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<br /> TRUSSES PER PLAN f4�t 1� Z � �
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<br /> TRUSS PER PLAN sf ;g; �- � �'?
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<br /> BEAM PER PLAN '� `�3 - � -� �1
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<br /> RAFTER PER PCAN r
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<br /> Wj LSSU HANGER y- ( a; W � �
<br /> �;��._w�.�__�_w �_���_,._����=r;�_ ._.,..___�.__�___.. _:__ rr; '{ DIAG. BRACE � 8' O.C. W/ (6} p `'
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<br /> �:;' \ �?.� 0.131" X 3" TO BLQCK � ° �
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<br /> DRAG TRUSS - DESIGN FOR 150 ��: °�� � � �,
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<br /> PLF DRAG LOAD APPLIED AT sM' `���_ 0.131 X3 TOENAIL 0 6' O.C. +' � � �
<br /> TOP CHORD AND TRANSFERRED U '" �
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<br /> TO BOTTOM CHORD SHEATHING AND NAILWG PER � � `�
<br /> SHEARWALL SCHED. TYP. � � `�
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<br /> ��1 � [��3 TR�SS AND RAFTER TO BEAM � 4� 05 TRUSS DETAI� AT STEP
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<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SNEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING 8d AT 6" O.C, f �' ` '
<br /> - TO TRUSSES W/(3) 10d PER 7/S9.1 8d @ 6"OC INFORMATION PER ARCH.
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<br /> 2X4 W� (2) 0.131" X 3" NAILS �: �;
<br /> PRE-FABRICATEQ ROOF � �T �- --� (3} 8d TO BLOCK - TYP. TO EACH TRUSS TYP.
<br /> TRUSS � 24"OC (TYP.)
<br /> RE: 10/S9.1 FOR FRAMWG ANG�E S,l;, Y;i � � `� '
<br /> 2x8 RIDGE BEAM - ( ) %� �`�' • . 5 �� �
<br /> ATTACHMENT BETWEEN 2 2X BRACES , �; �, �
<br /> (ATTACH TO 2x8 VALLEY I � SHEARWALLS TYP.
<br /> ��. f�� � fc� a
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<br /> MEMBERS W/(4) 8d TN) AND FOR BALANCE ffi a; � �, 1����a
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<br /> W/(12) 8dX1 1/2" NAILS ��' #�
<br /> (.131"DIA.X1 1 f2") � 48"OC ��; °�' w `� z � � '
<br /> � I ��-�, U.N.O. PER PLAN � d �, � �
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<br /> PROVIDE BLOCKED s�_�_.___.:�_:�,.�=__.:f ____ _._._. _�_w_ __u.:_______., `, �.___�.__.__ __ . ,-. . _:_� c�
<br /> �� a�� o N �
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<br /> 2'x4' OFNG FOR TRUSS I � '�� ;�: � �
<br /> SHEARWALL TRUSSES PER PLAN �; " QIAG. BRACE @ 8' O.C. W/ (6) � �
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<br /> ATTIC VENTILATION HANGER EXT. SHEARWALL I RE: PLAN kgi �; 0.131" X 3" TO BLOCK � p
<br /> PER PLAN PER PLAN
<br /> CONTINUE ROOF SHEATHING GABLE END WALL/DRAG TRUSS - i�' '�
<br /> UNDERNEATH OVERFRAMING. ;,{:. �:�:3 �� �� '
<br /> PRE-FABRICATION RQOF DESIGN FOR 150 PLF DRAG LOAD Q.131 X3 TOENAIL @ 6' O.C. �
<br /> �\�� TRUSS Q 24"OG �- -� APPLIEQ AT TOP CHORD AND
<br /> ' � 2x RAFTER C� 24"OC W/(3) 8d TN C� TRANSFERRED TO BOTTOM CNORD SNEATHING AND NAILING PER �
<br /> � � NOTE: GT HAS BEEN DESIGNED TO TRANSFER
<br /> � � j� EA. END �USE 2x4 IF SPAN < 6'-0" REQUIRED LATERAL LOAD. SNEARWALL SGHED. TYP. �
<br /> \��� L �iROER TRus� USE 2x6 IF SPAN > 6�-0��). SCALE: 3/4�� - ��-o�� TYPfCA� PARAI��E� DRAG TRUSSES TYPI�A PARA��E� o 0
<br /> �6 � O�ERFRA�1 �1G 08 TRUSS TO GT CO�I�JECT 0�1 0 AT PARTY WA��S BETWEEN BRACI�IG 10 TR�SSES A PARTY WA��S � � �
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<br /> 8d C� 6' o.c. TRUSS TQ WALL CONNECTION � Q �-
<br /> GIRDER/DRAG TRUSS NoORMATION PERS�RCH.RATING � Q
<br /> O V E R-F R A M I N G P E R P L A N W/ C O N T. # OF TRUSS C O N N E C T O R T O T R U S S T O T O P P L A T E S G A B L E T R U S S R E: M F R, D E S 1 G N � Q
<br /> DOUBLE TOP CHORD NOTE SEE 13 THIS � � PLIES
<br /> S H E E T W N E N P L A T E '� '`� g.N. FOR 150 PLF DRAG LOAD APPLIED � �
<br /> o SNEAR TRUSS DESIGN 1 H1 6 0.131° X 1.5' 4 4.131" X 2.5" AT TOP CHORD AND TRANSFERRED �
<br /> HEIGHT CHANGES �o°��, � BY OTHERS 150 PLF W � � � � TQ BOTTOM CHORD � W
<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 /> I � �
<br /> 2 H10-2 (9) 0.148" X 1.5" (9) C1.148" X 1.5" �
<br /> ROOF GIRDER TRUSS = ; ; O i 2
<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 /> � � - - �{ ' PROVIDE 2x8 BOTTOM
<br /> BY OTHERS 15p PLF ,�, 2 (2) SDWC15600 �
<br /> ADD FLAT B�OCKING `� �' � CHORD AT GABLE TRUSSES
<br /> TOPDCHORDLLEL TO � w 3 (3) SDWC15600 - - �s `� �
<br /> BETWEEN WALL STUQS ,�, PROVIDE 2x6 ; I '� OVER PARTY WALLS
<br /> � ROOF FRAMING PER PLAN
<br /> � BLOCKING BETWEEN
<br /> -ROOF GIRDER TRUSS � ,., ,., 8d AT 6" O.C. VERTICALS AT GABLE -
<br /> PER PLAN . �T-�, f�/'� ?- -- � -C� �
<br /> � �'',r �--���; ,r-�- � ;t,, f�� �; 2X VEf�TED BLK'G. TRUSSES WITH 2X4 `� � �
<br /> -��� -�' -,-, - f -,�� � BOTTOM CNORD
<br /> w ��� � �i`� %�,,�� � , � 0.131�; X 3" TOENAIL ;;, �� OVERFRAMING RE: �
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<br /> ; STRAP TYPE AT SIM. `�,�' >` �f ,f'` '�� =� ; � / ;�'� � ;,�� ' �i ; 2x8 LEDGER W/ 0.25" x 4.5" SQS �
<br /> ROOF TRUSS PER PLAN ; ,�'��r ,� : ,�',�,�'� �' ' ; `; ; , r� w�: „ � ((�
<br /> � TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT ' ;` '' '� �,�'>�,�'�` � �` STRAP TYPE DRAG STRUT ; .,' � �F; � �j�`; TRUSSES PER PLAN s�! s j SCREWS C� 12" O.C. STAGGERED
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<br /> HANGER ; U.N.O. PER PLAN `% ,�`',�'" ��� 1%�<f`�`r� U.N.O. PER PLAN � ��" ���� �' �' � 2x8 LEDGER W/ 0.25" x 4.5" SDS �'� z. 0.131"X3" TOENAIL � 6" O.C. OR �� � •
<br /> � � �� a.�_�� ���`�._�I:�e � � � �;f �,r','� �,,; H2.5A 8c SDWC15600 STYLE COMMON/GIRDER TRUSS SCREWS � 12° O.C. STAGGERED �" '"' A35 � 48° O.C. GABLE TRUSS TO � �
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<br /> LTP4 � 24 �.C. i r �`_ _�r'��._r�_r_'`J ___ .._-_-�( PER PLAN
<br /> ' SDWC15600 TO EACH SDWC15600 TO EACH 0.131"X3" TOENAIL � 6" o.C. OR TOP P�ATES �
<br /> � BEARING AND TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE �� SHEATHING AND NAILING PER Q
<br /> WALL BEYOND � SHEAR WAL� TRUSS PLY SHEARWALL PER PLAN TRUSS PLY BEARING/SHEAR WALL PER A35 fl 48 O.C. GABLE TRUSS TO SHEARWALL SCHED. TYP. �
<br /> SCALE: 3/4" - 1'-0" (� I SHEARWALL PER PLAN PLY PER TABLE ABOVE PLAN ANQ SCNEDULE TOP PLATES
<br /> TYPII�AL SGALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE; 3/4" = 1'-0" � �
<br /> 11 DRA� TRUSS TO WA�� 12 DRAG STRUT TO GIRDER TR�SS 13 DRAG TRUSS TO WA�� 14 TYP. RA SED HEE� TRUSS TO WA�� CONf�ECT O�l 15 TRUSSES AT PARTYWA�� PERPE�JQICU�AR � �
<br /> 0 � 0 0 0 � � . �
<br /> �
<br />:. 8d � 6"o.c. TRUSS TO WAL� CONNECTION �
<br /> ROOF FRAMING # OF TRUSS ROOF TRUSSES
<br /> PER PLAN � �
<br /> PER PLAN PLIES GONNECTOR TO TRUSS TO TOP PLATES �
<br /> , � N� (6) 0.131" X 1.5" (4) Q.131" X 2.5" ^ `�"^� .
<br /> . �
<br /> • 8d @ 6 1 N2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5' �
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS � 1�-�
<br /> EAVE PER PANEL PER PLAN 2 H10-2 (9) 0.148" X 1.5' (9) 0.148" X 1.5" AT 48" Q.C. W/ NAIL IN (2) 12d ..�
<br /> F-
<br /> SLOTTED HOLE TO ALLOW EA. END
<br /> 2X4 BLOCKING ARCH. 2 {2) H2.5A (5) 0.131" X 2.5" EA. (5) Q.131" X 2.5' EA. VERTICAL TRUSS MOVEMENT � �
<br /> 2 X 4 BLKG @ 48" 2 (2} SDWC15600 - - --- 2X4 C� 48" � �
<br /> EA. BRACE 2X4 EDGEWISE W/ (2) 16d TOENAIL �
<br /> 3 3 SDWC15600
<br /> @ 24" O,C. EA. ENQ ( ) � -
<br /> O
<br /> (6) 12d � �
<br /> GABLE END f � bJJ
<br /> 1 PROVIDE 2 2X4 TRUSS ' �� � �
<br /> � ) ADD A35 � 48'O.C. ROOF FRAMING PER PLAN
<br /> DIAGONAL BRAC� A35 FOR H2.5A AND SDWC , ,�;
<br /> AT 4' O.C. 8d AT 6' O.C. -OS DRYWALL STOP � �T1 �
<br /> PER FLAT 2X 12d @ 6" O.C. STYLE CONNECTIONS f,�,.�
<br /> BRACE NOTES AT 16" O.C. TO WALL r 1 � CCS
<br /> BELOW: 2X VENTED BLK'G. TOP PLATE �V �
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<br /> FLAT 2X BRACE , �� � v
<br /> 12d @ 6 O.C. T.N. SEE SHEAR WALL � HOLD CEILING FASTENERS �� � [�] �
<br /> NOTE: DIAGONAL BRACE REQUIREQ � PANEL EDGE A35 Q 24" OR A35 FRAM'G SCHEDULE 16° T/- � BACK FROM WALL TO ALLOW �f �� � ^ w
<br /> WHEN CROSSWALLS ARE GREATER THAN NAILING ANCHOR � 2'-0" H2.5A 8c SDWC15600 STYLE COMMON/GIRDER TRUSS � �� TRUSS CHORQ MOVEMENT G �I
<br /> 8' APART FOR A 2X4 FLAT BRACE O.C. W/ (8} 8d SHEAR WALL PER PLAN > �� � ��
<br /> 10' APART FOR A 2X6 FLAT BRACE ; SEE SHEAR WALL NAILS � ` NONBEARING WALL � l�
<br />� 12' APART FOR A 2X8 FLAT BRACE SCHEDULE -� -t� �'- �I' �- �� TRUSS TO WALL CONNECTION TO EACH TRUSS N� STYLE BEARING/SHEAR WALL PER
<br /> PERPENDICULAR PLY PER TABLE ABOVE PLAN AND SCHEDULE WALL PERPENDICULAR WA L L P A R A L L E L
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-Q° (BEAM/HEADER AT SIMILAR) SCALE: 3/4" - 1'-0° ,
<br /> 16 TRUSS BRA� f�G AT E�1D WA�LS 17 SHEAR WA�I� TO TRUSS 18 TYP SHEARWA�� TO TR�SS 19 TYPICA� TRUSS TO WA�� COI� �lECT10�1 20 �10�1BEARI�IG WA�� SUPPORT '
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