|
8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNEQ FOR 2X4 W/ (2) 0.131" X 3" NAII.S
<br /> 150 PLF DRAG LOAD APP�IEQ AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERREQ �
<br /> 8d C� 6" O.C. TO BOTTOM CHORD Ss °'
<br /> ,;;� . �
<br /> VENTED BLOCKING .53 �
<br /> RE: 19�S9.1 ��� - �
<br /> (3) 8d TO BLOCK - TYP. `�' �'
<br /> - ,�' � Z �
<br /> TRUSSES PER PLAN t:;; 1� � �
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<br /> TRUSS PER PLAN ;'+ '�� � �� �
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<br /> BERM PER PLAN , � +, �
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<br /> r.__ _w_�_,_,_ __..� .. .,_.._, _�_��---._._ m._____,
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<br /> RAFTER PER PLAN :., i 1 � �
<br /> W/ LSSU HANGER ;` �' � W � �
<br /> ��.:_�.�W: _ �._:.�:-r-==Y---__ ��-_�__., :�_�..____� _ _._..._r� �t; L�DIAG. BRACE Q 8 O.C. W/ (6) - � `�
<br /> r.x, >,�
<br /> �;'} ;�; 0.131" X 3" TO B�OCK � ° �
<br /> .,,
<br /> DRAG TRUSS - DESIGN FOR 150 �'F� �„ � � �
<br /> PLF DRAG LOAD APPLIED AT +T `�z �.131"X3" TOENAIL � 6" O.C. -�-� 'x `
<br /> TOP CHORD AND TRANSFERRED � � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. � � `�
<br /> -'-' o� o
<br /> � � �
<br /> ti�Yf�::'�:222;.'.0
<br /> 5 f y ,
<br /> 0 02 0 TRUSS Af�D RAFTER TO BEA� 4 5 TRUSS DETA � AT STEP , y � ��}��� � �
<br /> ❑ 0 -y
<br /> x � � � t�
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SHEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING ` t � '
<br /> 11 �� � ..F� ..,5,n::`��PM1FF �
<br /> 8d AT 6 O.G. _ ?� Y�
<br /> 0 E ARCH.
<br /> ;::..,.::..�..;
<br /> INF RMATI N P R ,..�:..,..>».::,;:,.:::..:;:;,�.;t::::<:,.:<.:>::<:..>:,.<...: .
<br /> T TRU S S W 3 10d
<br /> Q :..,;.:.:::.::<:.::>:;.,:
<br /> 0 SE
<br /> �� ) :,:,;,.,;:
<br /> x:.2
<br /> 8d C� 6
<br /> ��:f w.^;.#:i.Z:i::'':
<br /> <::�:.:
<br /> PER 7 S9.1 OC
<br /> - - �;�:.,.
<br /> � .,
<br /> PRE-FABRICATED ROOF GT �- -� � ) T04EACH(TRUSS TYP. 3 NAILS > � � r'
<br /> � 3 Sd TO BLOCK - TYP. . " ` ` ' � `'
<br /> TRUSS Q 24"OC (TYP.) --
<br /> RE: 10/S9.1 FOR FRAMING ANGLE ,,. �
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES • "• �� ;; -� •� S � �
<br /> (ATTACH TO 2x8 VALLEY I C� SHEARWALLS TYP.
<br /> '��� f� l �
<br /> MEMBERS W�(4) 8d TN) AND FOR BALANCE i�j �y? ,� �, ��'�'W o
<br /> `>�.i �i� �
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<br /> DRAG TRUSS �'�' °:; ?� �' �
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<br /> I RE: PLAN `` ;f
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<br /> � � � Wf(12) 8dX1 1�2" NAILS ',�: ''
<br /> i -� St �
<br /> I ( (.131"DIA.X1 1/2") C� 48"OC i�' 4�� w CO z �
<br /> _n___.�.� __._ __._.._________ __ _.___ ___,... ______._ _...__.__�._:_��.��� ' . .
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<br /> U . . P �
<br /> N 0 ER PLAN � _
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<br /> _�___ LL----w_ _�..--;- ----._-W____._.__�_.. _,__>...,_.w __-..��_ _ . _._�.. . . __..�� �.____ __,_.._.__ _ _�___ _�_..�.
<br /> ----_.._�_._.�__,_.���.. _��._.�._�__.3 ; (� � N
<br /> PROVIDE BLOCKED 1 � _.,. _.w_,y�_..__� ._.._ ..__- �.. .. .� E
<br /> _r . . � . . :; N �
<br /> � �
<br /> � �<..�� _____r�___�a.�_m__._�. ..»._,._ ,
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<br /> 2'x4' OPNG FOR TRUSS ! ; .-
<br /> ATTIC VENTILATION HANGER ( SHEARWALL TRUSSES PER PLAN '_ �' DIAG. BRACE C� 8' O.C. Wj (6) w �
<br /> EXT. SHEARWALL
<br /> CONTfNUE ROOF SHEATHING PER PLAN PER PLAN � RE: PLAN ,,; 3; ' ' ��'.� p
<br /> 0.131' X 3' TO BLOCK
<br /> >; w ti
<br /> GABLE END WALL/DRAG TRUSS -
<br /> �: i35
<br /> U ND E R N E A T H OVERF RAMING. P R E-F A B R I C A T I O N R O O F D E S I G N F O R 1 5 0 P L F D R A G L O A D r�3 `�' 0.1 3 1"X 3" T O E N A I L Q 6" O.C,
<br /> 1RUSS C� 24"OC �- -� APPLIED AT TOP CHORD AND �
<br /> 2x RAFTER t� 24"OC W/(3) 8d TN Q NOTE; GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER �
<br /> EA. END (USE 2x4 IF SPAN < 6'-0" SHEARWALL SCHED. TYP. �
<br /> GIRdER TRUSS USE 2x6 IF SPAN > 6'-0"). SCALE: 3/4" = 1'-0" REQUIRED LATERAL LOAD.
<br /> 0
<br /> TYP CA� PARA��E� DRAG TRUSSES TYP CA PARA��E� o 0
<br /> 0 ��7 OVERFRAN11�1G � TRUSS TO GT CONNECT O�l 9 AT PARTY WA��S BETWEE�1 BRACI�IG 10 TRUSSES A PARTY WA��S > a
<br /> ❑ ❑
<br /> �
<br /> 8d � 6" O.C. - w
<br /> GIRDER/DRAG TRUSS TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATfNG � �
<br /> INFORMATION PER ARCH. �
<br /> OVER-FRAMING PER PLAN W/ GONT. # OF TRUSS GABLE TRUSS RE: M�R, DESIGN � Q
<br /> NOTE: SEE 13 THIS CONNECTOR TO TRUSS TO TOP PL.ATES U
<br /> DOUBLE TOP CNORD 3 >>,. a>..a PLIES °'
<br /> S H E E T W H E N P L A T E �� - FOR 150 PLF DRAG LOAD APPLIED �
<br /> � sg
<br /> � � SHEAR TRUSS DESIGN B�N� AT TOP CHORD AND TRANSFERRED `�'
<br /> HEIGHT CHANGES �oo 00 ° BY OTHERS 150 PLF � 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" TO BOTTOM CHORQ �
<br /> ���� LOAD FARALLEL TO = 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" W �
<br /> TOP CHORD � 1 SDWC15600 - - � �
<br /> 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" �
<br /> ROOF GIRDER TRUSS z „ ; ; p 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. ,; 'r 2 W
<br /> BY OTHERS 150 PLF ~ °' 2 (2} SDWC15600 - - ' " PROVIDE 2x8 BOTTOM
<br /> W ADD FLAT BLOCKING W 3 (3) SDWC15600
<br /> LOAD PARALLEL TO = _ _ :! ;; CHORD AT GABLE TRUSSES
<br /> TOP CHORD cn BETWEEN WALL STUDS ,,� PROVIDE 2x6 , �k OVER PARTY WALLS
<br /> � U' ROOF FRAMING PER PLAN BLOCKING BETWEEN ��
<br /> ROOF GIRDER TRUSS = , ., . . VERTICALS AT GABLE
<br /> PER PLAN E- �_� 1 i`_. y �.,,. �...- --- �-f 1-�_ 8d AT 6" 0 C �
<br /> �_ r _f� TRUSSES WITN 2X4
<br /> �, ; � �--��,��,r'�_ ,� 1 �1",,�_�--� � 2X VENTED BLK G. _� �
<br /> � �; F�-�- � 1 �- �� ,�'� :�-, � BOTTOM CHORD
<br /> 3' i
<br /> �� �A��.�'�� r'` ��'����' '�� � r✓;� 0.13�° X 3" TOENAIL '� � 01/ERFRAMING RE: �
<br /> � �'� �'�'`�,�,��,r�`�f',io; ,``�`� `-��% j; -�. _ �_ _ AT 6" O.C. :o t 7/S9.1 NOT SHOWN �
<br /> � _ � � w'`�.� s�,��' ��j�� ' ''�,.,� � � � � FOR CLARITY
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<br /> � STRAP TYPE AT SIM. � . f � � , ,r , ,, , � �,�'" �..'� ,�,`�Y,� � �{ , ,� ,,� ;� „ �_ � �.,�.� �
<br /> .� .� ; , F, , '� �, r f' ,�' f , ` 2x8 LEDGER W/ 0.25" x 4.5 SDS
<br /> ROOF TRUSS PER PLAN , � ,-r f ,�' ;`'�' � p ` �' �` � a �' � �� � �'�! � �"{
<br /> t �` � � � ` ,� .` ��� �; � ' � :'�: �'j ,� r� � „�; TRUSSES PER PLAN � °
<br /> � TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT ,� ;` ,�` � °'f- .�' - � a - � -� ,s'�,f° �` � '' / �A'� ' '� � �
<br /> , �' - � � �` ST�AP TYPE DRAG STRUT , �� , �' - � ,� �, �,�;
<br /> HANGER ; U.N.O. PER PLAN ��,� �.. ,f°�r',.�'1 f�r'� s`',�`,.`!' �`� � ' �'` �``f'j;�'; °`� � r' ='�'„� » } SCREWS � 12" O.G STAGGERED
<br /> � �� � � %_�r ,� f ,�; , � U.N.O. PER PLAN � � �
<br /> 2x8 LEDGER W/ 0.25 x 4.5 SDS =`' � 0.131"X3" TOENAIL � 6" Q.C. OR �, �
<br /> .�� �! � r`j .� ,� �
<br /> � � r_.��.�_ .<__.__ 3��.. _'_.,._�____�__ 1�_' ' " �f�``,�';�` ,�` -' f'r -'��`' '� Y; H2.5A 8� SDWG15600 STYLE ��' ;�
<br /> , � � � '- I ,�f f � , ,r � .� � ,fi ,.��r; COMMON�GIRDER� TRUSS >� r3{ �; � � �
<br /> „ � � � ' ;�'` �`-r'f�' _�`'������-�-�-'`�'� PER PLAN SCREWS � 12 O.C. STAGGERED �,.,, �� A35 � 48' O.C. GABLE TRUSS TO
<br /> LTP4 � 24 O.C. SDWC15600 TQ EACH SDWC15600 TO EACH � 0.131"X3" TOENAIL � 6" O.C. QR TOP PLATES /'� Q
<br /> ' BEARING AND (�
<br /> WALL BEYOND ! SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY 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 /> SHEARWALL PER PLAN PLY PER TABLE ABOVE - PLAN AND SCHEDULE TOP PLATES SHEARWA�� SCNED. TYP. ,
<br /> SCALE: 3/4" = 1'-0�� . TYP C A� SCALE: 3 f 4 "= 1'-0" (BEAM f HEADER AT SIMI�.AR) SCAL�: 3/4`' = 1'-0" � �
<br /> 11 DRAG TRUSS TO WAL� 12 DRAG STRUT TO GIRDER TR�SS 13 DRAG TR�SS TO WA�� 14 TYP. RA SED NEE� TRUSS TO WA�� CONNECT ON 15 TR�SSES AT PARTYWA�.� PERPEND C��AR � �
<br /> � o ❑ a ❑ { � .
<br /> _ � �
<br /> sd � sno.c. TRUSS TO WALL CONNECTION �
<br /> ROOF FRAMING P�ERFPLANSSES O
<br /> PER PLAN # OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES � (�.,,�
<br /> PLIES t I � �
<br /> , ^
<br /> ' �'. 8d � 6° � N1 (6) 0.131" X 1.5" (4) 0.131" X 2.5"
<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 � �
<br /> 2X4 BLOCKING ARCH. (9) 0.148" X 1.5" (9) 0.148" X 1.5" AT 48" O.C. W/ NAIL IN (2) 12d
<br /> EA. BRACE 2 X 4 BLKG @ 48" 2 SLOTTED HOLE TO ALLOW EA. END `
<br /> (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 25" EA. VERTICAL TRUSS MOVEMENT O �
<br /> 2X4 EDGEWISE W/ (2) 16d TOENAIL 2 (2) SDWC15600 - - O �
<br /> C� 24" O.C. EA. END 3 (3) SDWC15600 _ - 2X4 � 48" r--1 �
<br /> (6) 12d �
<br /> � �
<br /> GABLE END �
<br /> PROVIDE (2) 2X4 TRUSS
<br /> DIAGONAL BRACE ADD A35 C� 48"O.G. ROOF FRAMING PER PLAN
<br /> AT 4' O.C. A35 FOR H2.5A AND SDWC
<br /> 12d Q 6'� O.C. �� ' �
<br /> PER FLAT 2X STYLE CONNECTIONS 8d AT 6" O.C. QS DRYWALL STOP � rT� �
<br /> AT 16 O.G TO WALL � 1 f'� CC3
<br /> BRACE NOTES 2X VENTED BLK'G. TOP PLATE V �
<br /> BELOW: _
<br /> .
<br /> . �
<br /> � _�._. ____�___.__ _._. _ _# �. ' -�.-�
<br /> . . . .
<br /> :.___>._�_.__ .__� _ _--_-______�-_ _._____.__._ ..
<br /> � _. � � ____-- - _.__.,. �..__ __ r ___.�_ -�_
<br /> � - -_, _ ; �� ��. ._. �_
<br /> F--� �,
<br /> �� , =�. ,� � � ,� X � 4� � �
<br /> __-__ _ ------ ---------- ____-.-_. ; �Q ! �
<br /> FLAT 2X BRACE � � � ' � ,� � � � i �� �� ��
<br /> NOTE DIAGONAL BRACE REQUIRED � , SEE SHEAR WALL �� _ t4 �j � �
<br /> 12d Q 6 O,C, T.N. s � ii
<br /> , PANEL EDGE A35 @ 24° OR A35 FRAM G � HOLD CEILING FASTENERS ; � � w
<br /> WHEN CROSSWALLS ARE GREATER THAN SCHEDULE � j �1
<br /> , I NAILING ANCHOR C� 2'-0" 16" +/- � { BACK FROM WALL TO ALLOW I,
<br /> 8 APART FOR A 2X4 FLAT BRACE H2.5A & SDWC15600 STYLE coMMON ��RpER TRuss - !; i� '�
<br /> � O.C. W� (8) 8d � � �, TRUSS CHORD MOVEMENT , �� � � �� �
<br /> 10' APART FOR A 2X6 FLAT BRACE � SEE SHEAR WALL NAILS � � � SHEAR WALL PER PLAN � ;; �(� (� �
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE -V�- � T-+�-- -v" --�,It- -,/L-
<br /> PERPENDICULAR TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE BEARING/SHEAR WALL PER NONBEARING WALL �l�
<br /> SCALE: 3/4" = 1'-0" PLY PER TABLE ABOVE P�AN AND SCHEDU�E WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4 °= 1'-0" (BEAM jHEADER AT SIMILAft) �CALE: 3/4" = 1'-0"
<br /> � 16 TRUSS BRAC �1G AT E�1D WA��S 17 SNEAR WA�� TO TRUSS 18 TYP SHEARWA�� TO TR�SS 19 TYP CA� TRUSS TO WA�� CO�1�lECT ON 20 �IOf�BEAR �1G WA�� SUPPORT '
<br /> �� 0
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