|
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 /> r-,
<br /> 8d C� 6" O.C. TO BOTTOM CHORD- �
<br /> '�?
<br /> YY
<br /> �}; �
<br /> VENTED BLOCKING �j �
<br /> RE: 19/S9.1 ;�! , �
<br /> ,� (3} 8d TO BLOCK - TYP. U �
<br /> . er
<br /> ,., 1 -�,
<br /> TRUSSES PER PLAN .�� 1� z � �
<br /> �,�
<br /> �
<br /> �t� x;��
<br /> i�7 .;i,i R2 �
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<br /> :.�:1 I O
<br /> ±r }i ' '
<br /> i� �
<br /> i',; �.,j� � �
<br /> TRUSS PER PLAN '° � ~ �
<br /> a,' '�; � � �
<br /> BEAM PER PLAN �� �s` � � �
<br /> it:. �
<br /> . . J' '"_..__,_._ ...... _..,...__ .... .
<br /> . . . . . . . . . . . . . . '" _ ... ._ ..�_.e __•__.'_' '__�......_... �
<br /> „ ,_____ ___� 4__�__ .. __v.� � �
<br /> RAFTER PER PLAN �� '.���
<br /> � �
<br /> - �., #, � �
<br /> .. . _
<br /> W/ LSSU HANGER �• ;; f; W �
<br /> �-.
<br /> �.---�,�--.__ �� __�_��__ ,L__..-��...��_..�___�___�. __ a�� DIAG. BRACE @ 8' O.C. W/ (6) � ? •
<br /> �ri ,,
<br /> �t�3 � ����' 0.131" X 3" TO BLOCK � ° � � �
<br /> t, :� �
<br /> .-�
<br /> �.i ';� � �
<br /> ,� �, �
<br /> DRAG TRUSS - DESIGN FOR 150 „ a� ,
<br /> PLF DRAG LOAD APPLIED AT s�� `�j 0.131"X3" TOENAIL 4 6" O.C, -� � �
<br /> TQP CHORD AND TRANSFERRED � � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. � � �
<br /> -+-' co 0
<br /> � � �
<br /> 1 2 3 TR�JSS A�1 RAETER TO BEAM 4 5 TRUSS DETAIL Al STEP ` � i
<br /> � � 0 Q � 0 � �
<br /> ;
<br /> �
<br /> � _ �
<br /> � U �
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SHEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE ANQ SOUND RATING 8d AT 6" O.C. �
<br /> TO TRUSSES W/(3) 1Od PER 7/S9.1 8d (� 6"OC INFORMATION PER ARCH. � � �,
<br /> �I�', PRE-FABRICATED ROOF �T �- � -� (3) 8d TQ BLOCK - TYP. T04EA H(TRUSS TYP. 3" NAILS ' � ' r Y '
<br /> � _ _ _ f� �k r.
<br /> . .,,..,. <.. ,.: .�...N,� ti a,..<.>;
<br /> � TRUSS � 24"0� (TYP.) �
<br /> , RE: 10/59.1 FOR FRAMING ANGLE F, `9
<br /> _ _ �
<br /> ' 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES '� '� i�� �x; �' •� 1 �� �
<br /> .
<br /> �
<br /> � �l `
<br /> (ATTACH TO 2x8 VALLEY � SHEARWALLS TYP. `' � o
<br /> PS s; \
<br /> MEMBERS W 4 8d TN
<br /> AND FOR BALANCE ��" ��� � '� �
<br /> E ti t� c
<br /> /( ) ) �f �� ti � �
<br /> �,� .�
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<br /> 3,f; ::i � y
<br /> . � ( ��' ��' � � � . " � �
<br /> ti� �EI �� � � � a
<br /> I k1; t�'} « ti
<br /> DRAG TRUSS ;' ;-; �`�?�.j���' S`�' ��
<br /> i.;-4 �I
<br /> '„'ty
<br /> RE: PLAN �- �t �� �T,�
<br /> �:, �;
<br /> _-�__ � ( ��, �y I � .
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<br /> �� =3,
<br /> A35 � '
<br /> F :�,
<br /> F�; .ii
<br /> I ss ai
<br /> W/(12) 8dX1 1/2" NAII.S ,,, ,, o
<br /> r« ( f y LL
<br /> 1) J1 1f � C f
<br /> AQ /1 �'�'� .�� � aJ
<br /> I � •
<br /> ��I�� . . I ..i_ -^ ( � • . . � `�u O�/ \ �
<br /> __-___.�.._.___��_�-_,_.� _�_ . ._._"r.._ ._._.__....�.._._.__._...v_i..-�: ' _ N � �
<br /> .
<br /> 2 is aa �
<br /> � U N 0 PER PLAN ,� .� Q
<br /> ...
<br /> �, __�:___._.�_�__.� _�__��_�<__Y...�. _-�.__ ------ -----�- .__._,_-„---,-. ___,._ __ ____ �.�_____ __ q
<br /> ' PROVIDE BLOCKED I .�__.:�w.___v_<._. <__._�. ..�....,� ,_�_ �
<br /> ___.________ .._._____ .�:_w�.,_ N
<br /> C.j i; -�-____��___ -7 � r.-� u�
<br /> 2'x4' OPNG FOR TRUSS ` I I
<br /> �It '`; o � c-
<br /> ATTIC VENTILATION HANGER SHEARWALL TRU�SES PER PLAN F� '� DIAG. BRACE @ 8' O.C. Wf (6) ;� _�
<br /> EXT. SHEARWALL � �;� E��; » » ;� �
<br /> PER PLAN I RE: PLAN �,i ; , 0.131 X 3 TO BLOCK
<br /> CONTINUE ROOF SHEATHING PER PLAN � _ f}° ;t �� �
<br /> GABLE ND WALL DRAG TRUSS :t� ,,
<br /> 1 E
<br /> /
<br /> rt ,�
<br /> UNDERNEATH OVERFRAMtNG. a � » �� »
<br /> ,
<br /> PRE-EABRICATION ROQF DESIGN FOR 150 PLF DRAG LOAD -'�= t'- 0.131 X3 TOENAIL 0 6 O.C.
<br /> �
<br /> �_ - _�
<br /> „ TRUSS � 24"OC APPLIED AT TOP CHORD AND �
<br /> TI ADNAIINGPR �
<br /> 2x RAFTER C� 24 OC W 3 8d TN C� C 0
<br /> SHEA H NG N L E
<br /> �� )
<br /> , ,> NdTE: GT HAS BEEN DESIGNEQ TO TRANSFER
<br /> TRANSFERRED TQ BOTTOM H RD
<br /> 0
<br /> EA. END (USE 2x4 IF SPAN < 6-0 , , „ REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP.
<br /> �
<br /> ��ROER TR�SS USE 2x6 I� SPAN > 6�-0��). SCALE: 3/4� = , -o TYPICA� PARA��E� DRAG TRUSSES TYPI�A PARA��E� �
<br /> �
<br /> o �
<br /> 0
<br /> 6�� ��7 OVERFRAMI�IG 8�� TRUSS TO GT CONNECTI0�1 �9 AT PARTY WA��S BETWEE�1 BRAC �1G 10 TRUSSES A PARTY WA��S > �
<br /> �
<br /> W
<br /> 8d C� 6" o.c. TRUSS TO WALL CONNECTION Q �
<br /> GIRDER/DRAG TRUSS N�ORMATION P�ERSARCH,RATING �
<br /> OF TRUSS -
<br /> Q
<br /> OVER-FRAMING PER PLAN W CONT. a # A U S RE: MFR D SIGN � d
<br /> / . G BLE TR S , E
<br /> GONNECTOR TO TRUSS TO TOP PLATES �,
<br /> NOTE. SEE 13 THIS c�
<br /> > P IES
<br /> � DQUBLE TOP CHORD SHEET WHEN PLATE '�''�'' ���� �" g.N, FOR 150 PLF DRAG LOAD APPLIED �
<br /> �>g���"` SHEAR TRUSS QESIGN ,
<br /> � HEIGHT CNANGES a00000�° F- 1 H1 (6) 0.131' X 1.5" (4) 0.131° X 2.5" AT TOP CHORD AND TRANSFERRED �
<br /> 000o BY OTHERS 150 PLF W „ „ » „ TO BOTTOM CHORD �
<br /> w
<br /> LOAD PARALLEL TO = 1 N25A (5) 0.131 X 2.5 (5) 0.131 X 2.5 w �
<br /> TOP CNORD � 1 SDWC15600 - - o- �
<br /> ROOF GIRDER TRUSS � 2 H10-2 (9} 0.148" X 1.5" (9) 0.148" X 1.5" � � �
<br /> SHEAR TRUSS DESIGN PER PLAN � 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 25" EA. �; `-�; 2 � � W �
<br /> ,.
<br /> ;P
<br /> BY OTHERS 150 PLF W a' 2 (2) SDWC15600 - - �; PROVIDE 2x8 BOTTOM --
<br /> � ADD FLAT BLOCKING
<br /> " :� CHORD AT GABLE TRUSSES
<br /> LOAD PARALLEL TO = BETWEEN WALL STUDS '� 3 (3) SDWC15600 - - L; 2�
<br /> I w
<br /> TOP CNORD � � PROVIOE 2x6 ,, OVER PARTY WALLS
<br /> � -ROOF FRAMING PER PLAN BLOCKING BETWEEN '` -'
<br /> ROOF GIRDER TRUSS = . .
<br /> � . � �
<br /> PER PLAN �" ,__ ,.�r;-, r r 8d AT 6" 0 C VERTICALS AT GABLE �
<br /> ,� i" � �';�"_j"=;%� , > TRUSSES WITH 2X4 G ,
<br /> a, �'_�� 7 ' �_f" .'_-7";t`.-;rT ��-�_,i';l 2X VENTED BLK G. ;. '� �
<br /> � � --- ,F� ��-��j�--��, - BOTTOM CNORD ;"� .�
<br /> ���,�''�� � ` ;�j ; I j , 0.131" X 3" TOENAIL ;� ., OVERFRAMING RE: .�.�
<br /> � �,� �� ,✓� � 1� � r`� - » r, ��
<br /> - � � � ,
<br /> r
<br /> w � / �
<br /> /� ;.�. ,� ,, ! , ;,;� �r AT 6 O.C. , 7/S9.1 NOT SHOWN 4�
<br /> t�' � �`�. � � ! .�' � r , I
<br /> �
<br /> � � � ��� � �
<br /> _ , � � FO CLARITY
<br /> �_ �_ R
<br /> � ,,``,,��` �` �, : �
<br /> � �
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<br /> '`''� -Y I 1 1
<br /> � � ______ ' .�• _�_ _ /�� �� .P1 I�_ _-_ /r _
<br /> . �_____-__ - _ . _ ________ __.____
<br /> . _ . . . . . . . . . . . . . �_r..., I �1 '� : J'r' r . . . . . . . . . . . . . . . . . . . . . . . .
<br /> . . . . . . . . . . . . . . . . . . p , _ .e___....�� .........�_.:..
<br /> ,' s I
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<br /> . ... . . ... .. . . -�y -- - -- ` ' � _ . . . . . . . . . . �.-'/--'� '. f . % /�. ' . .. .. . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . ('� �
<br /> . . . F . . . r � r f s J' �r�/-/�f-1 '' � o. ' � �� � /� .f / 'f .�i . . �, �- ..� .
<br /> � � ' _ "" _ '__ __ • '
<br /> �!%��i� � - .�.. „_ �
<br /> _. S�T' k��_: :� _:��,;. 'r""""y
<br /> --- -- ;
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<br /> � STRAP TYPE AT SIM. � � ;��,�� � ��..1`P��s� ��,y�r� r'� ' �t.a � t • � �
<br /> ROOF TRUSS PER PLAN , �.,�� r ,� '/�; �`,� � j '; �/ ; ; �r'� ; ` ;,'. `; �
<br /> i � f E� /3 � �' � ,,.'`F / �', '' ;` 2x8 LEDGER W f 0,25" x 4.5° SDS �
<br /> � ` ' ' , , ,r`� � ��•+` TRUSSES PER PLAN � K�=� �'� �� C� Q�
<br /> � ,��/'� � � ��r- !3,� O.C. STAGGE ED
<br /> � � H6 TW ST S D G S �- � � ��' ✓`��� S P AG 5� . �,/ ,� a SCREWS @ 12 R
<br /> I T R A P R A T R U T / � a T R A T Y P E D R T R U T � � .�� � t �
<br /> TRUSSES PER PLAN � ,
<br /> HANGER � U. .0. - �� �"�,f`l , / .,' ���� ,,I � �j':�`' r'' ��r'I�;� ��,�' » » ;:�. '� » +� '�
<br /> N PER PLAN � �` , � ,� �,� ; U.N.O. PER PLAN � � � ,� H2.5A �C S�W��S��� STYLE 2x8 LEDGER W� 0.25 x 4.5� SDS � 0.131"X3" TOENAIL C� 6 O.C. OR
<br /> � �_._.�.__��_�.���.� �..__.� � .�� ,, �,�, COMMON GIRDER TRUSS >�� � � �
<br /> � �.� �{' � ����.jw�.rl 1 i i � � � �i f�� ,ri � si' i: . A ,
<br /> ' ; �;`�> '�� , ;�''�"� ,,;°� � SCREWS C� 12" O.C. STAGGERED �.�_; `s A35 � 48' O.C. GABLE TRUSS TO �✓
<br /> » , _ �.�1_._��._ r_:..�- PE - --
<br /> . ___._, �
<br /> R PLAN
<br /> i n n »
<br /> LTP4 � 24 O.C. � TQP PLATES
<br /> � �
<br /> � SDWC15600 TO EA SD C15600 TO ACH 0.131 X3 TOENAIL @ 6 O.C. OR
<br /> � BEARING AND �M W �
<br /> �
<br /> 1 SYE
<br /> H T L SHEATHING AND NAILING PER
<br /> � TRUSS PLY SNEARWALL PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS BEARING SHEAR WA�L PER A35 @ 48" O.C. GABLE TRUSS TO �
<br /> WALL BEYOND � SHEAR WALL � 4,�
<br /> L E BL E SHEARWALL SCHED. TYP.
<br /> P Y P R TA E ABOV PLA C EDU
<br /> ,. > » SHEARWALL PER PLAN
<br /> NANDSH LE
<br /> TQP PLATES
<br /> SCALE: 3 4 = 1 -0 �� �
<br /> � SCALE: 3 4 = 1 -0" BEAM HEADER AT SIMILAR SCALE: 3 4" = 1'-0"
<br /> � � ) �
<br /> / 1
<br /> TYPfCAL �
<br /> 0
<br /> 11 DRAG TRUSS TO WA�� 12 DRA� STR�T TO GfRDER TRUSS 13 DRAG TR�SS TO WA�� 14 TYP. RA SED HEE� TRUSS TO WA�� CO�INECT10�1 15 TR�JSSES AT PARTYWA�� PERPEND CU�AR � �
<br /> 0 �� ❑ � � � � .
<br /> � �
<br /> 8d � s o.c. TRUSS TQ WAL� CONNECTION ROOF TRUSSES �
<br /> .
<br /> -- ROOF FRAMING # OF TRUSS PER PLAN � �
<br /> PER PLAN PLIES CONNECTOR TO TRUSS TO TOP PLATES �
<br /> ' �'�1
<br /> ; _ 1 H 1 (6) 0.131" X 1.5" (4) 0.131" X 2.5"
<br /> � ��. 8d C� 6»
<br /> 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" � � �
<br /> TRUSS B�OCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS r ' ' �
<br /> III » �, » �, AT 48" O.C. W/ NAIL IN (2) 92d ``f'"1 �
<br /> EAVE PER PANEL PER PLAN 2 H10-2
<br /> 2X4 B�OCKING ARCH. (9) Q.148 X 1.5 (9) 0.148 X L5
<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. SLOTTED HOLE TO ALLOW EA. END o �
<br /> 2X4 EDGEWISE � � � _ VERTICAL TRUSS MOVEMENT
<br /> II'� � 24" O.C. W/ (2) 16d TOENAIL 3 3 SDWC15600 � �
<br /> � (6) 12d EA. END O - - . 2X4 � 48" r-1 O
<br /> GABL� END � �
<br /> � �
<br /> PROVIDE (2) 2X4 TRUSS •
<br /> DIAGONAL BRACE A35 FOR H2 5�ANDO DWC ROOF FRAMING PER PLAN
<br /> AT 4' O.C. - � 8d AT 6" O.C. DS DftYWALL STOP � r�'l ''�'
<br /> 12d � 6" O.C. STY_E CONNECTIONS � v1
<br /> PER FLAT 2X l�--i
<br /> AT 16" O.C. TO L
<br /> >
<br /> WA L C�3'3
<br /> BRACE NOTES 2X VENTED BLK G. TOP PLATE U �
<br /> BELOW:
<br /> , , . �
<br /> .
<br /> �
<br /> ___.C;:_�- - �
<br /> . . . .
<br /> _._ �_ _.._.._._�_ _ � .-______-_ _ - ���. _ _.._,�.._. _.__._..._ _._ ..._�._ - � _.__._ _-�__. . . �--�
<br /> __._ _____�___ __ -- - - --- � �'_ � � '� � �� l 4�
<br /> ------- --- ---_ X ! X
<br /> -- - .
<br /> i � a- h-�
<br /> _- _- _._ _____. ,._
<br /> Q �
<br /> , �
<br /> � � ; \ w
<br /> , �I �
<br /> FLAT 2X BRAGE � 12d @ 6" O.C. T.N. �
<br /> � � , � � � �1 � ) �
<br /> � „ , SEE SHEAR WALL 1 �� , ,� ;� �"� �
<br /> D B ,
<br /> NOTE: IAGONAL RACE REQUIREQ HOLD CEILING FASTENERS
<br /> PANEL EDGE A35 � 24
<br /> _ �� �
<br /> � OR A35 FRAM G ,� i
<br /> I
<br /> s �
<br /> SCNEDULE }
<br /> � � W w
<br /> WHEN CROSSWALLS ARE GREATER THAN I > >� 16 + - BACK FROM ALL TO A LO
<br /> W L W
<br /> NAILING _ I j, 1
<br /> ANCHOR C� 2 0
<br /> � H2.5A & SDWC15600 STYLE ` � �I
<br /> co
<br /> MMON GIRDER TRUSS
<br /> 8' APART FOR A 2X4 FLAT B AC I I
<br /> R E / TRUSS CHORD MOVEMENT
<br /> , � O.C. W/ (8) 8d SHEAft WALL PER PLAN I� �
<br /> 10 APART FOR A 2X6 FLAT BRACE SEE SHEAR WALL
<br /> j
<br /> NAI
<br /> LS
<br /> , t� �1 �I
<br /> �
<br /> 12 APART FOR A 2X8 FLAT BRACE SCHEQULE �J�- , -t� --`t�`- -t1`- -�,�- -� � .
<br /> TRUSS TQ WALL CONNECTION TO EACH TRUSS H� STY�E BEARING SHEAR WALL PER NONBEARING WALL
<br /> �
<br /> PERPENDfCULAR PLY PER TABLE ABOVE PLAN AND SGHEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR)
<br /> SCALE: 3/4" = 1'-0"
<br /> 16 TRUSS BRACf�1G AT E�1D WA�.�.S 17 SHEAR WA�� TO TRUSS 18 TYP SHEARWAL� TO TRUSS 19 TYP CA� TRUSS TD WA�L CO�1f�ECTION 20 I�O�IBEARI�1� WA�� SUPPORT '
<br />
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