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<br /> Q.131' X 225' � 6" O.C. 0.131" X 2.25" � 6" O.C. U.N.O. 0.131' X 225" Q 6" O.C. SEE DETAIL 2/S9.1 FOR TOP � DETAILS )&4 S9.0
<br /> U.N.O. PER PLAN PER PLAN U.N.O. PER PLAN CHORD TO WALL CONNECTION FOR FL.QOR FRAMING
<br /> SECURE INTO CORNER t�F BLK'G
<br /> 2X6 IEDGER W/ (3) Q131" X Q.131' X 225' � 6� 0.131" X 2.25' � 6' 2X BL4CK(NG BETYVEEN (�p(�p�� rn
<br /> 3" TO EA. STUD O.C. TO BL�KING O.C. TO BI.00lCING TRUSSES W/ �2) T�NAII EA. �
<br /> BEYQND TRUSSE�S W/ (2�AIL EA. BEYOND S�DE MONO-TRUSSES P�R PLAN �
<br /> SIDE M4N0-TRUSSES PER PLAN MONO-TRUSSES PER PLAN TRUSS BL�KING PANEL �E DETAII 2/S9.1 FOR T�' �
<br /> PLATE NAIL PQt PLATE NAiI PER FLOOR DIAPHRAGNI NAIUNG PIATE NAIL PER PLAlE NAII PER �1 CHORD TO WAlL CONNECTION U �
<br /> . �
<br /> �IEARWALL SHEDULE SkIEARWALL SHEDULE PER STRUCT. NOiES SHEARWALl SHEDULE 5�-IEARNtALL SHEDULE Z a
<br /> TRUSSES �C110N 06160 � i
<br /> BEARING � � � ^
<br /> __\ 1 JAqC TRUSSES AT 24" � � ,
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<br /> � �g H25 � �
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<br /> PLATE -- -- - PLATE \ / PtATE \ PLATE I I •. � '� ,� a'`''i �
<br /> - - - - - - - - - - -
<br /> -- - - -
<br /> - - - - - - -- - - - - - - - - � �
<br /> - - - - - - -- - - - - -- - - - ---
<br /> - - - - -- - - - - - - - - - -- - - , �
<br /> 19 � � �
<br /> � � � ss.l . I � , l I I � , I W � -,
<br /> COMM�1 TRUSSES FRAMING PER PLAN � `„ SlM. � `�f / I _ � �v I � � v
<br /> P E R P L A N I ����� FRAMING PER PLAN � ��� FltAMING PER PLAN � P.EN. �i�� � � �°n ,.�,., .
<br /> I -- P.Et�. I -- � __ I � � �
<br /> BLOCKING AS REQ�D. FOR � PER PLAN 1 P.E N. � PER PLNV � +, � �
<br /> CLG. FlMSH I T R U S S H A N G E R � P E R P L A N 1 R U S S H A N G E R I 1 �� ' � z � "
<br /> SEE 4/S9.Q AT SIM. FRAMING PER PLAN � o cri
<br /> C�JDI�ION SCALE: 3 j4" = 1'-0' _ `��,� � °�'° �
<br /> S'CALE. 1" - 1'-0'
<br /> 0 ROOF LEDGER TO WALL �2 LOW ROOF AT FLOOR 3 LOW ROQF AT EN�RY 4 LOW ROOF DETAIL 5 LQW ROOF DETAIL ,�� �— ��Y��,: .' �:=- :�� ��+ �
<br /> ❑ ❑ ❑
<br /> � U : �r:
<br /> Zx8 FLAt VALLEY ATTACH OVERfRAMING R04F SHEATHING f DIAPHRAt�ul SEE 16 f 59.1 ``;k' " :, �� ,; '. . ._' �
<br /> TO TRUSSES W/(�) 10d PER 7/59,1 8d � 6"OC RE: 10/S9.1 fOR FRAMING AF[(�.E TRUSS BLOCICING PANEL - �`... • ;__" ,,�. ,� , ., , . ;.
<br /> ATTAt�IMENT BETVYEEN (2) 2X BRACES SEE 17/S9.1
<br /> TOP CHORD ., , ._: , . . ..
<br /> PRE-FABRICATED ROOF �T i------ ------.� � SHEARWALLS TYP.
<br /> � BEARING ��� � 24•� ��,� \ 0.131" X 225" � fi" O.C. •
<br /> ' U.N.O. PER PLAN - -' ti,
<br /> � �
<br /> �� 2X VENTED BLKG. '
<br /> � 2x8 RIDGE BEAM I . S N "
<br /> �� �>� (ATTACH TO 2n8 2X BUCG. W/ � ,l� o
<br /> � i �� YALLEY MEtattBERS ( � _� t�MMON TRUSSES Q.131 X 3 � 6 Q.C. ti f��
<br /> �� ��` w/(4) 8d •M) � � PER PLAId � a
<br /> � � � � � , �-•, a �
<br /> �
<br /> ----------- � � � I �' o - oz
<br /> � ----- ---- � � � i � �,���� �ti,
<br /> I � � DRAG TRUSS ?
<br /> I I PER PLAN (250 PLF � �
<br /> I ��` ( � Q.131'DIA. X 3' NNLS U.N.O.
<br /> )
<br /> I I � 4"O C 2X FLAT W/ 0.131"DIA A�ONO TRUSS PER
<br /> USS PER PLAN � I U.N.O. TRUSS TO BL X 3' NAILS � 4"OC •
<br /> I I U.N.O. PER PLAN PLATE �" � °`° o � N ``� �
<br /> �... r �... � �
<br /> I I P L A T E � ¢ c o ►�s o M �
<br /> PROVIDE BLOC4C@ � � -----� � Q o o � \ � �
<br /> � 2 x4 OPNG FQR TRUSS � � � DRAG TRUSS � .-
<br /> ATT1C VENIILATI�I. HAN(�(2 � � 1 � w �
<br /> PER PLAN EX1: SHEARWALL � ALTERNAIE: A35 I f d p
<br /> CONTINUE ROOF SHEATHING ( P� P� � I W j(12) 0.131'DIA. X 1 I I F- � �'
<br /> � MONO SCISSOR TRUSS U N D E R{�E A T H O i l E R F R A M I N G. � /
<br /> PRE-FABRICATI�! RpOf � � ( 1/2" NAILS 0 48"� � I o �,
<br /> PER PLAN TRUSS � 24�OG �-�----`�''T- � U.N.O. PER PLAN � -SHEqRWqLL I � � � '
<br /> 2x RAFTER 0 24"OC W/(3) $d TN � ,, _i PER PLAN SEE 15/S9.1 FOR
<br /> NOTE: GT HAS BEEN DES�qVm T4 TRANSfER
<br /> BEARING AND/OR EA. END (USE 2x4 IF SPAN < 6'-0° --" -- CON�iNUAliON Q �
<br /> SHEAR WAL� PER , . » _ • � REQUIRED LAiERAL I.OAD. p � „ U Q
<br /> PLAN/SCHEDULE aRQER TRUSS U� 2x6 IF SPAN > 6-0 j. SGALE: 3/4 1-0 SCAI.E: �f4 = 1 -0 �. o U O
<br /> �6 TOP CHORD BEARING MQNO SCISSOR C�7 OVERFRAMING 8� TRUSS TO GT CONNECTIQN �9 TYPICAL DRAG TRUSS STOP WALL 1 � H�GH R04F DETAIL s _ W a : �
<br /> � �
<br /> _ �
<br /> � Q �
<br /> • N O �' � A
<br /> 8d � 6 O.C. GIRDER/DRAG TRUSS TRUSS BLpq(ING PANEL. - �
<br /> OVER-FRAMING PER PLAN W CONT. SEE 17 S9.1 � v� W � ¢
<br /> DOUBLE TOP CHORD - ' � � �Q��'� F� a �, °- °D v
<br /> =� r" ��'+ 0.131" X 2.25' Q 6' Q.C. CONTINUAl10N � � v' N
<br /> e���" U.N.O. PER PLAN FRAMING PER PLAN � z
<br /> � o �--
<br /> W W N � N
<br /> O � W W �"- '
<br /> U O � a. �
<br /> C7
<br /> --•--SHEAR TRUSS -A35 � 48" O.C. z .r r� cv w
<br /> pESIGN BY OTHERS w 8d � 6� O.C.
<br /> 150 PLF LOAD PARALLEL = �� :
<br /> TO TOP CHORD N 2X VENTEp BLKG. .
<br /> � NAIL TO RAFTERS �
<br /> ROOF GIRDER TRUSS .z� W/(2) 12d EAGH
<br /> PER PLAN SIDE
<br /> a�
<br /> �
<br /> w
<br /> �
<br /> � �. ��
<br /> PLATE ����� ¢ PLA1E 1 � '
<br /> �`� — — — — !��
<br /> 1 1 � ��
<br /> ROOF TRUSS PER PLAN
<br /> TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT � SIMPSON H2.5A � 48" O.C. � � NlONO TRUSS PER PLAN •
<br /> HANGER U.N.O. Pp2 PL.AN � OVERHANG PER � �^ l� ;
<br /> ARCHITECTURAL ��N� P� P� �V �
<br /> � 1RUSS HANGER � TRUSS HANf�R
<br /> LTP4 � 24" O.C. �
<br /> BEARING AND ��15600 TO EAt�i TRUSS PLY � I
<br /> WALL BEYOND SHEAR WALL SHEARWALL PER PLAN 2X6 LEUGER W/ SEE SHEAR WAU.
<br /> SCALE: 3�4" = 1'-0� T1fPICAL c�� 0.131" X 3' TO EACH
<br /> WALL SND SCHEDULE y,��
<br /> c�.��
<br /> 1 � DRAG TRUSS T� WALL 12 DRAG STRUT TO GORDER TRUSS 13 HIGH RooF To �oW ROOF DETAIL 14 RAISED HEE� TRUSS TO WA�� 15 ROOF MONO TO FRAMING DETAIL , � , .
<br /> �
<br /> A35 BLOCKING CHORQS TO TRUS.S R� TRUSSES � .
<br /> � � 6R Q'�' (�iiORDS - ALTEftNATE NEAR AND
<br /> ROOF FRAM{NG FAR SIDES PER Pl.AN � �
<br /> PER PIJ1N 8d � 8" (.131"DIA. X 225' MIN.) e�_ � � ,
<br /> BLOCKING/DRAG TRUSS _ o = , � °
<br /> _= 25U PLF U,N.O.
<br /> ROOF SHEATHING PER STRUCNRAL STD ROOF TRUS.S qJPS �-�+ �
<br /> i ROOF TRtISSES NOTES, S'FIEET 51.0 AT 48' O.C. W/ NAIL iN {2) 12d �•�••� N �
<br /> ZX4 BLOqCING AR(�I.P� A P�R PLAN SLOTtID HOLE TQ ALLOW EA. END � .
<br /> 1tERTICAL TRUSS MQVEMENT O •�
<br /> EA. BRACE � 2 X 4 BLK'G � 48" O ,�/ �O
<br /> � �4 �� W/ (2) 16d TOENAiL ---�ROOF FRAMING • Fj-�
<br /> (6) 12d � � 0 24` O.C. ! EA. END PER PLAN �4 � � � � � , �
<br /> GABLE END � � �p 4�
<br /> DIA�GOM�B A(� TRUSS �� C� � �
<br /> AT 4' O.C. A� , . DS DRYWALL ST� ,� � � .
<br /> 12d � 6 O.C. � � �
<br /> PER FLAT 2X „ AT 16 O.C. TO WALL � `�3 Z �
<br /> BRACE NOTES 8d � 6 Q.G. �s p�q� � � � ' �
<br /> BELOW: TOE NAITL�TO TRUSS • � .
<br /> PLATE RLATE �P�� ° _ ��--� � O
<br /> W/(2� 12d EACH SIDE _ ,� - ,� Rj N ap
<br /> fLAT 2X BRACE �3 SIMPSON H1 � 48' O.C. (.148 DIA.X3 1%4") �g �� �•� � �
<br /> 12d � 6" O.C. T.N. SEE SHEAR WALL W/(6) 8d (.131X1 1/2") TRUSS HOtD CEILING FASTDVERS � � w �
<br /> NOTE: DIAGONAL BRACE REQUIRED PANEL ED(� OR A35 FRAM'G� $(;�{EpU� W/{4) 8d (.131X1 1/2") TOP PLATE ARCHITECTURAL 16" +/- g p q� �� �y� � �O W
<br /> W H E N C R O S S W A L 1 S A R E G R E A l E R T H A N N A I U N G E L E VAl10N A-A � A N C H O R � 2'-0 B L O C K A S R E Q'D
<br /> g0' APARTFFOR A 2X6 fLATBBRACE � �� �yq�„� PR�� A O.C. W� (8) 8d SHEAR wAu, - BE /HDR � SIM. BY SIDING/7RIMS �U� ��D MQVEf�tENT '
<br /> t2' APART FOR A 2X8 FLAT BRACE SCHEDULE CONNECT BLOCKING 64T'f�+A SHEARWALL pER
<br /> �A�� SECTION P•�N• P� P�� NONBEARING WALL
<br /> CHORD TO WALL Tt� PLATES PER ANR SCHEDULE SEE SHEAR WALL WAl,L PERPEN01CUtAR WAIL PARAI.I.EL
<br /> - SCALE: 3/4' = 1'-0• OETAIL 9 THIS �iEET SCALE: 3/4" = 1'-0" SCHEDULE 51.2 '
<br /> �� SCALE 3/4' = 1'-0' ;
<br /> 16 TRUSS BRACING AT END WALLS 17 SHEAR WALL TO TRUSS 18 TYP SHEARWALL TO TRUSS 19 EXTERIOR WALL AT ROOF 20 NONBEARING WALL SUPPORT ' - �
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