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- - 0.131" X 2.25" � 6' 4.C. 0.131' X 2.25� � 6" O.C. U.t�.O. 0.131" X 225" � 6" O.C.
<br /> U.N.O. PER PLAN p� p�� SEE DETAIL 2 S9.1 FOR TOP '
<br /> U.N.O. PER PLAN CHORD TO Y�ALL CONNEC110N SEE DETAILS 1&4 S9A � �
<br /> - , 2X6 LEDGER Nf/ (3) 0.131" X 0.131" X 2.25" � 6" SECURE INTO CORNER OF BLK'G FOR fL00R FRAMING
<br /> 0.131� X 2.25' � 6' 2X ELOCKING BETY�'EEPi CO�sPO�ENTS a,
<br /> 3" TQ EA. STl1D O.C. TO BLOCKING O.C. TO BLOCPCING TRUSSES W/ (2) TOENAIL EA. o
<br /> BEYQ6�d 2X BLOCKING Bc11NEEN BEYOND
<br /> TRUSSES Vd/ (2) TOENAIL EA. ��� �IONO-TRUSSES PfR PLAN �'
<br /> SIDE �10N0-TRUSSES PER PLAN a'
<br /> I�ONO-TRUSSES PER PLAN TRUSS BLOCKING PANEL Q
<br /> PLATE NAIL PER SEE DETAIL 2/S9.1 FOR TOP �
<br /> SHEARWALL SHEDULE P�� N�� P� FLOOR DIAPHRAGM NAILJNG PLATE NAIL PER 17 CHORD TO YdALL CONNECTION � ��
<br /> PLATE NAIL PER -�' ' • a;
<br /> SNEAR��ALL SHEDULE 59.1 U �
<br /> - - PER STRUGT. NOTES SHEARWALL SHEDULE SHEARWaII SHED�LE .� Z c� .
<br /> TRUSSES SECTION QS160
<br /> BEARING �" � , .. a� �
<br /> `-1�� 1 JACK TRUSSES AT 24" � ' � w •
<br /> `.
<br /> � � 19 � �"ss"�,°.� � °° ;
<br /> S9.1 � N25 f=;��:., o � ,
<br /> �a,� .. � . es � ".
<br /> I I I = - � �
<br /> \ - - tn � m
<br /> P�a� � � / \ I I '�`� � � �
<br /> I I
<br /> ,, PLATE - PLATE �'� PLATE I I
<br /> - - -i - - - - - - - - - - - - - - - - - - - - - - �
<br /> - - - - - - - - �9 - - - - - - - - - - - - --- - - - - - - - - - - - - - - - N o
<br /> - - - - - - - - - - - - - - _. � � _ _ �-� ��� � i,, �
<br /> � � �'�_` •� �
<br /> . � �.,
<br /> � „ SIM. �ui / �\ i w U� ^ ''
<br /> FRAl�ING PER PLAN ( �� � S9.1 �� � � � � { � +�
<br /> COR,�MOid TRUSSES � ) I `�' �
<br /> PER PLAN � � � x,- I _ v I - v .
<br /> , I �--� P.E.�. FRAMING PER PLAN - � % �� FRAI�ING PER PLAN ( ;��� I �' p � c�
<br /> I - � P.E.N. � � � �
<br /> BLOCKING AS REQ D. FOR � PER PLAN I P.E.N. � p� P� � ,x �r
<br /> CLG. FlNISH •
<br /> SEE 4/S9.0 AT SII�9. FRAE.�ENG PER PLAN � TRUSS HANGER � PER PLAN 1RUSS HANGER ( 1 ; . ..� �: U � �
<br /> CONDIT10N 1 ,��; � z c�? �' �
<br /> SCALE: 3/4" = t'=0" _ � o � ,
<br /> � � �
<br /> SCAIF: 1" = 1'-0° _�r_.�-:: E.': ;�-:,��; �.�t_�..�;_-�•,�.�_���-
<br /> 1 ROOF LEDGER TO WALL [�2 LOW ROOF AT FLOOR 3 LO �. � ==- .�. t--� : �.
<br /> ❑ W ROOF AT ENTRY 4 LOW ROOF DETAIL � ����:�� . -� .
<br /> ❑ 5 LOW ROOF DETAIL � . � ,.- .
<br /> ❑ � �
<br /> �
<br /> 2x8 FLAT VALLEY ATTACH O��AI�ING ROOF SHEATHING/DlAPHRAGM SEE 16/S9.1 .� U �tµ' � l "
<br /> TO TRUSSES PJ/(3) 10d p� ��g g,� 8 d � 6"O C RE: 10/S9.1 FOR FRAf�ING A�GLE T R U S S B L O C K I N G P A N E L - n,'��., � �
<br /> " �� � :.:� ��
<br /> TOP CHORD ATTACH�lENT BEfY�'EEN (2) 2X BRACES , � ,:�- °��:.' , �- :- : . ::
<br /> �` BEARING PRE-FABRiCATED ROOF � GT i- --- -- - - --� � SHEARYdAl1S TYP. SEE 17/S9.1 " ��'��� .
<br /> iRUSS � 24 OC (TYP.) / � `° `:>. '
<br /> 0.131" X2.25' � 6" O.C.
<br /> \ � U.ld.O. PER PLAN � ,t,
<br /> � 2X VENTED BLKG. 2x8 RIDGE BEAEmI
<br /> �� .
<br /> i� �� �� (ATTACH TO 2x� � 3 � ;
<br /> � �� 1dALLEY A!El�BERS � I 2X BLKG. W/ �, � v
<br /> I �� ��\ } 4"�/(4) 8d TN) � PER APLAN USSES 0.131" X 3� � 6".O.C. � ,� " ,t��� o .
<br /> _ � ----------- � � � � i �� �.r,��; � �
<br /> � ----- ----- � � � � � � o � o
<br /> � �
<br /> j � ( DRAG TRUSS `��?�y. �
<br /> ; � I PER PLAN (250 PLF �b��
<br /> 0.131 DIA. X 3 NAILS .'-
<br /> i I � * m U.N.O.)
<br /> I � � �,•� 2X FLAT Ya/ 0.131"DIA. MOIdO TRUSS PER
<br /> X 3" NAILS � 4"OC
<br /> USS PER PLAN , ( I U.N.O. TRUSS TO BLO U.N.O. PER PLA� � � � � Q
<br /> � � I N '
<br /> ' I - � PLATE PLATE � � � � � N �
<br /> - PROVIDE �LOCKED -- --- _� I --- -- Q � � � � n � '°' �
<br /> ( o o � = � �'
<br /> 2 x4 OPNG FOR TRUSS ( ( �� DRAG TRUSS �� �
<br /> � ATT1C VENI1LATi0N. HANGER � � .
<br /> PER PLAId � EXT. SHEARt�ALL ( ( ALTERNATE: A35 I
<br /> CONIINUE ROOF SHCATHIN6 ( PER PLAN � � � aa
<br /> � MONO SCISSOR TRUSS UNDERNEATH OVERFRAl�41NG. PRE-FABRICATION ROOF � � � V'�/(12) 0.131"DlA. X 1 I � � w �
<br /> �_ _ i ` 1/2 NAILS � 48 OC I � �
<br /> , PER PLAN TRUSS � 24"OC -- ---- -- - U.N.Q. PER PLAP! � W �n
<br /> f BEARING AND/OR 2x RAFIER � 24"OC W/(3) 8d TN � NOTE: GT HAS BEEN DESIGNED TQ TRANSFER �� �� SHEARW!!LL � .
<br /> ° " SEE 15 S9.1 FOR � o ''
<br /> � SHEAR WALL PER EA. END (USE 2x4 IF SPAN < 6-0 -- -- - PER PLAN �
<br /> , . • � . REQUIRED LATERAL LOAD. CONIINUATION J M
<br /> PLAN/SCHEDULE GlRDER TRUSS USE 2x6 IF SPAN > 6-0 ). SCALE: 3 f 4 = 1-0 SCALE: 3 f 4" = 1'-0" � o �
<br /> �
<br /> 6 TOP CHORD BEARING MONO SCISSOR [�7 OVERFRAMING � TRUSS TO GT � � ° � .
<br /> ❑ C O N N E C T I O N 9 T Y P I C A� D R A G T R U S S S T O P � �
<br /> ❑ WALL 1U HIGH ROOF DETAI > o a
<br /> Q �
<br /> $d � s~ o.c. � � ;
<br /> GIRDER/DRAG TRUSS 3 � ' '
<br /> OVER-FRAMING PER PLAN W/ CONT. TRUSS BLOCKING PANEL - Z z Q �
<br /> DOUBLE TOP CHORD �->��;ti SEE 17/S9.1 �„ o � � ' .
<br /> .�- �" ���-��.; S E E 1 0/S 9.1 F O R k v� w � ¢
<br /> e e��e� 0.131" X 2.25� � 6" O.G. F R A M I N G P E R P L A N CONT1NUAl10N o W �' � v
<br /> o`� � U.N.O. P E R P L A N = � z �
<br /> o �
<br /> w w v� g �
<br /> 0
<br /> �
<br /> O v W W �
<br /> U O � a. � '� ,
<br /> � '
<br /> SHEAR TRUSS A35 C� 48" O.C. z �r �,,� N w
<br /> DESIGtd BY OTHERS w $d C� 6" O.C. �
<br /> 150 PLF LOAD PARALLEL = � .
<br /> TO TOP CHORD N 2X VENTED BLKG.
<br /> N NAIL TO RAFTERS '
<br /> RO�F GIRDER TRUSS � W/(2) 12d EACN
<br /> PER PLAN � SIDE .
<br /> �
<br /> w
<br /> i v '
<br /> _ �PLATE t r �� w� .
<br /> �� � �
<br /> �`
<br /> - � �� ¢ PLATE - - - 1
<br /> �
<br /> ROOF TRUSS. PER PLAN � \�'� �; ��
<br /> HANGER TRUSSES PER PLAN H6 IYb�ST STRAP DRAG STRUT � SIMPSON H2.5A � 48" O.C. � MONO TRUSS PER PUlN •
<br /> U.N.O. PER PLAN / ` ,
<br /> � OVERHANG PER � �
<br /> LTP4 � 24" O.C. ( TRUSS HANGER ARCHITECTURAL FRAMING PER PLAN � .
<br /> BEARIIVG AND SDWC15600 TO EACH TRUSS PLY � I
<br /> TRUSS HANGER r •� �
<br /> WALL BEYOND SHEAR WA�L SHEARWALL PER PL,4N 2X6 LEDGER W/ � ' �
<br /> SCALE: 3 f 4" = 1'-0„ TYP I C A L (3) 0.131" X 3� TO EACH SCHEDULE� WALL �
<br /> WALL STUD
<br /> 11 DRAG TRUSS TO WALL 12 DRAG STRUT TO GOR �
<br /> ❑ DER TRUSS 13 HIGH ROOF TO LO
<br /> ❑ W ROOF DETAIL 14 RAISED HEEL TRUSS TO W
<br /> ❑ ALL 15 ROOF MONO TO FRAMIN� �
<br /> ❑ DETAIL
<br /> • � :, .
<br /> 8d � 6" O.C. A35 BLOCKING CHORDS TO TRUSS
<br /> ROOF FRAMlNG CNORDS - ALTERNATE NEAR AND - .
<br /> FAR SIDES P0�0 P�SSES �
<br /> PER PLAN 8d � 6" (.131"DIA. X 225° M6N.)
<br /> � BLOCKIIdG/DRAG TRUSS == � �
<br /> __ ° i� � 250 PLF U.N.O. -��� = - o �
<br /> � � '��' ,
<br /> ROOF TRUSSES ROOF SHEATHING PER STRUCTURAL STD ROOF TRUSS CUPS �
<br /> EAVE PER � PER PLAN NOTES, SHEET S1.0 M � � � �
<br /> AT 48 O.C. WJ e.�...,� � �
<br /> 2X4 BLOCKING ARCH. � / NAIL IN (2) 12d
<br /> EA. BRACE �" SL�TTED HOLE TO ALLOW EA. EI�D
<br /> 2 X 4 BLK'G � 48"
<br /> � � �24EDp,E�II�d�SE � � W/ (2) 16d TOENAIL ROOF FRAHIING �¶CAL TRUSS �90VENlENT •r--� � .
<br /> (6) 12d � ( EA. END PER PLAN 2X4 � 48" � � U
<br /> GABLE END
<br /> PROVIDE (2) 2X4 TRUSS � �
<br /> DIAGONAL BRACE A35 � � � .'
<br /> CC3 ,� �
<br /> AT 4' O.C. . �
<br /> DS DRYV��ALL STOP � � �
<br /> PER fLAT 2X 12d � 6' O.C. � AT 16" O.C. TO �dALL ''"� � �
<br /> BRACE NOTES � .
<br /> BELON�: �d � 6" O.C.
<br /> � TOP PLATE � � � ►-�
<br /> PLATE _ --^ - _ PLATE o 2X VENTED BLKG. • � F-' ; � J
<br /> - PLATE TOE NAIL TO TRUSS �+ � � O ' �
<br /> Y�/(2� 12d EACH SIDE - �
<br /> F L A T 2 X B R A C E » � 148 DIA.X3 1 4" �¢ � ¢
<br /> Q3 SIMPSON H1 � 48 O.C. � �' � � .- � � �x � � �
<br /> N01E: DIA60NAL BRACE REQUIRED pA�� ��� 12d � 6" O.C. T.N. SEE SHEAR WALL V�/(6) 8d (.131X1 1 2" � � .� � �-�+
<br /> VJNEN CROSSWALLS ARE GREATER THAN � OR A35 FRAN!'G / ) TRUSS
<br /> . NAiL1N6 ELEVAT10td A-A , a SCHEDULE i�j(4) 8d (.131X1 1/2") TOP PLATE � ARCHITECTURAL �g�� +�_ � HOLD CEILING FASTEfdERS � O
<br /> BLOCK AS REQ'D BACK FROEn! WAl1 TO ALLOW , � w A--+
<br /> APART FOR A 2X4 Fl.AT BRACE - ANCHOR � 2-Q �
<br /> 10' APART FOR A 2X6 FLAT BRACE SEE SHEAR kJALl. PR�Fl� A O.C. Y�/ (8) 8d SHEAR WALL TRUSS CHORD MOVEM�+lT �
<br /> BEA /HDR � SIM. BY SIDING/TRIA�S :. .
<br /> A�
<br /> 12 APART FOR A 2X8 FLAT BRACE SCHEDULE CONNECT BLO(�CCING BOTTOM NAILS NONBEARING Y�ALL
<br /> SHEARWALL PER PLA SEC110N P.E.N. PER PLAN �
<br /> CHORD TO WALL TOP PLATES PER AND SCHEDULE NdALL PERPENDICULAR WALL PARALLEL
<br /> � SCALE: 3/4' = 1'-0" DETAIL 9 THIS SHEET • _ ,_ . SCHEDULERSIW.2�
<br /> � S C 1 1 0 N S C A L E: 3/4 1 0 SCALE: 3/4" = 1'-0" . '
<br /> - 16 TRUSS BRACING AT END WALLS 17 SHEAR WALL TO TRUSS :
<br /> ❑ 18 TYP SHEARWALL TO TRUSS ..
<br /> ❑ 19 EXTERIOR WALL AT ROOF •
<br /> ❑ 20 NONBEARING WALL SUPPOR r � �
<br /> CI T . .
<br />
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