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0.13i" X 225" � 6" O.C. 0.131" X 225' 0 6' O.C. U.N.O. 0.131` X 225' � 6" O.C. � . <br /> - U.N.O. PER PLAN PER PLAN U.N.O. PER PLAN SEE DETAIL 2 jS9.1 FOR TOP <br /> � • . SECURE INTO C�NER OF BLKG CFlORD T� WALL C�JNECTION � DETAILS 1dc4 59.0 :, <br /> 2X6 LEDGER W 3) 0.131' X 0.13t X 225 � 6 � FOR fL00R FRAMING <br /> 3' TQ EA. S1UD O.C. TO BLOCKING 0.131' X 225" � 6" 2X BLOqCING BETVVEEN �P��� � . <br /> BEYONQ ZX BLOq(ING BETWfEN B•�D BL�CING TRUSSES Wj (2) T�IA1L EA. o <br /> rnuss�s w/ (2) roov� Ea �DE �IONO-1RU�.S PER PLAN � <br /> � <br /> � <br /> S�DE �10NQ-TRUSSES PER PLAN AI�VO-TRUSSES PER PLAN � <br /> TRUSS BLOCKING PANEL SEE DEfA1L 2/S9.1 FQR TOP � <br /> PLATE NAIL PER PLATE NAIL PER : <br /> FLOOR DIAPHRA(�1 NAIIJNG PLATE NA1L PER f 7 qiORD TO WALL CONNECTION <br /> SHEARWAIl S�imULE SHEARWALL SHEQULE � PER STRUCT. NOTES SHEARWALL S�-IEDULE PLATE NAIL PER 59.1 U .,� ' <br /> SHEARWAtl SHEDULE ;" Z � <br /> TRUSSES SEC110N 06160 � � � ^ <br /> BEARING � - <br /> ���� 1 JAt�CC TRUSSES AT 24' � w � <br /> .� <br /> \ �9 � H2.5 � � <br /> � <br /> 59.1 � �`�� c+� o ;. <br /> / <br /> � ,� i I � � � . <br /> PLAT� � / / � � �� � � <br /> - - -- - _ ____ __ _ _ ____ _ _ _ PLATE .- PLATE � � � N � o <br /> .__ � - _ _ ._.._ ._.. ^. _ �, � - _ � � 1� - � _ - - .�- - - _ .__. T � T PLATf - - - - - - � ._ - - -- - - -- -I � � � .,, � <br /> I � � a� ; <br /> FRAMING PER PLAN j �`u� SIM, S9.1 \`� `` ( -- � \ � f �� � ^ - <br /> COM�ION TRUSSES � I I ` / \,�'��� W � <br /> PER PLAN � i� �. � _ � �E � ._.. <br /> s n�� �^ o <br /> ( �--� FRAMING PER PLAN � % �� FRAMING PER PLAN � P.EN. � � � � <br /> BL�lCING AS REQ�Q. FOR P.EN. - � PER PLAN � � a� d, <br /> CLG, FlN1SH i PER PLAN I P.EN. ( � .+,., .� . <br /> TRUSS HANt�R � z � <br /> SEE 4 59.0 AT S�M. fRAlu!liNG PER PLAN I P� P� TRUSS HANGER 1 U � `n <br /> COMDIP�1 I � . <br /> � a � , <br /> SCALE: 3/4' = i'-0' ,��� � °�° � <br /> �i� �s c ��—(�' ±ee+� <br /> [�1 ROOF LEDGER TO WALL 2 <br /> ❑ LOW ROOF AT FLOOR 3 �_ r�Y 5-T � � . <br /> ❑ LOW ROOF AT ENTRY 4 <br /> 0 LOW ROOF DETAIL 5 LOW ROOF DETAIL : .. � ����- <br /> 0 <br /> E— <br /> 2x8 FLAT VALLEY ATTAt�i Oy���ING R� ��TM1NG/DIAPNRAt�t ;n . ; <br /> TO TRUSSES W/(3} 10d P E R 7/S 9.1 g d � 6•O C SEE 16 jS9.1 RE 10 f 59.1 FOR FRAM(NG ANGLE a� . : U �' ` ° <br /> TRUSS BLOqqNG PANEL - <br /> ".::' . 4.�; -::: . �� <br /> . ` <br /> '.; `.. <br /> ATTA(�MENT BETWEEN (2) 2X BRACES � <br /> <: �- .. .. <br /> FABR(CATED ROOF , <br /> �uss � 24 oc (rr�.) c� � ———— ————�� o sti�twau.s rn�. . s� »/ss.� ;:. . <br /> �\ BEARING • � 0.131' X 225" � 6' O.C. <br /> \ 2 X V E N T E D B L K G. � U.N.O. PER PLAN u, <br /> � <br /> ���� 2�c8 RIDGE BEAM . <br /> i� i� � (ATTACH TO 2x8 � � <br /> �� �� Vu�r ��B�s � I 2x sucG. w/ S � <br /> / \�� WJ�`�'� � rn} ( PER PI.ISIW USSES 0.13�' X 3� @ 6' U.C. ,� ,�.� o • <br /> } � � ti � <br /> ----------- �- `� <br /> ----- ----- � > j � � �� ' � a d <br /> I I ' I � � • � <br /> ( ( DRAG TRUSS �'�?�y, � . <br /> j ( I PER PLAN (250 PLF �'y�� °' � <br /> � � 0.131'DIA �( 3' NAILS U.N.O.) <br /> � � � � 4'4C 2X �L.AT Wf 0.131'b1A. M�+10 TRUSS PER <br /> � I U.N.O. TRUSS TO BL X 3" NAILS � 4"� <br /> USS PER PLAN 1 � � U.N.Q. PER PLAN � � � � N <br /> � � <br /> r- .- �-. �- o <br /> �, PROVIDE BLOCtCED � � PLATE PLAlE � o o � � N r� . <br /> 2'x4' OPNG FQR TRUSS � -----—� � � c, � ^ � , <br /> ( � DRAG TRUSS � A o o \ � a � <br /> ATtIC YEPIT1LAl1�+1. HANGER ( EXT SHEARWALL I , \ 1 �r . <br /> � PER PLAN `� <br /> C�I?iNUE ROOF SHEATHING ( PER PLAN � � ALTERNATE: A35 I � w � <br /> MONO SCiSSOR TRUSS UNDERNEAIH OVERFRAMlNG. � � I W/(12) 0.13t"DIA. X 1 ( � a o <br /> F- .� <br /> PER PLAN PRE-FABRICAl10N ROOF �—------- I 1/2' NAILS � 48`OC � i � <br /> TRUSS � 24"aC � U.N.O. PER PLAN o ^ <br /> BEARING AND/OR �R�F�R 0 24*OC W/(3) ad TN � NOTE: GT HAS BEpV DESIGtdED TO TRANSFER \� a J ��W�" � '��` � � � <br /> � o <br /> SHEA� WALL RER qRDER 1RUSS U�E 27c6 IF SPAN > 6�0' < 6-� SCALE: 3/4" = 1'-0" REQUIRED i.ATERAL LOAD. SC . „ _ ,_ „ P� P� C�JTINUAl10N� Q � <br /> PLAN SCHEDULE )• ALE. 3,,(4 1 0 �\,` U o <br /> [�6 TOP �HORD BEARING MONO SCISSOR 7 0 = � <br /> [� QVERFRAMING 8 � � o . <br /> [� TRUSS TO GT C4NNECTION 9 TYPICA � a <br /> ❑ AG TRUSS STOP WALL 10 HIGH ROOF D � �, <br /> � C� ETAIL <br /> � W <br /> 8d � s o.c. � <br /> GIRDER/DRAG TRUSS 1RUSS BLOqqNG PANEL - Z z a � � <br /> OVER-FRAMING PER PLAN W/ CONT. N <br /> Q O U B L E T O P C H O R D �., S E E 1 7/S 9•1 <br /> �_= SEE 10/59.1 FOR � t�-n w � Q <br /> ° �� Q.13i' X 225' � 6" O.C. " t�N T i N U A T I O N a <br /> �•�°�° F R A M i N G P E R P L A N o W cn � v <br /> U.N.O. PER PLAN ? � Z N <br /> w wo � <br /> v� � � � <br /> v o � a � , <br /> SHEAR TRUSS A35 � 48" O.C. z �- M N <br /> wz <br /> DESIGN BY OTHERS w 8d � 6� O.C. <br /> 150 PLF tOAD PARALL.EL = , <br /> TO T4P CHORQ N 2X VENTED BLKG. '�'��'�� <br /> � NAIL TO RAFTERS <br /> ROOF GIRDER TRUSS � W�(2) 12d EACH � <br /> PER PLAN <br /> a� SIDE <br /> � <br /> w <br /> w <br /> � <br /> PLATE _ <br /> •.� ��..i c� <br /> � �� <br /> ��, � 1 <br /> �� PLATE � ' , <br /> ROOF TRUSS PER PLAN ( �`� - �� <br /> I . � <br /> TRUSSES PER PLAN H6 TY�IST STRAP DRAG S1RUT ( SIMPSON H2.5A � 48" O.C. 1 I�(NVO TRUSS PER PLAN � <br /> HANGER U.N.O. PER PLAN I <br /> � I RCHITECTURAL Fl2AI�tING PER PLAN � �^,� <br /> " LTP4 � 24" O.C. BEARING AND SD4�C15600 TO EACH TRUSS PLY � �U� ��� � � �V <br /> TRUSS NANGER <br /> WALL BEYOND SI�EAR WALL SHEARWALL PER PLAN � �s � w� � , <br /> SEE SHEAR WALL <br /> � <br /> S�ALE: 3 4 = 1'-Op TYPICAL (3} Q.t31' X 3' TO EACH SCHEDULE <br /> WALL SR1D � <br /> 11 DRAG TRUSS TO WALL 1 � DRAG STRUT TO GORDER TRUSS 13 HIG � <br /> � N ROaF TO LQW ROaF DETAIL 14 RAISED HEEL . <br /> [� TRUSS TO WALL 15 ROOF MONO T� F � . <br /> , [� RAMING DETAIL <br /> . � <br /> 8d � 6 O.C. A BLOCKING CNORDS TO TRUSS ° <br /> qiORDS - ALIERNATE NEAR AND R� TRUSSES <br /> ROOF FRAMING FAR SIDES <br /> PER PLAN PER PLAN � #-? <br /> 8d � 6" (.131"�A. X 225' t�IN.) <br /> BLOCKING/DRAG TRUSS -== � O <br /> _= 250 Ptf U.N.O. 'o' = <br /> EAVE PER � ROflF TRUSSES ROOF �-IEATHING PER STRUCNRAL �•L{ CH � <br /> NOTES, SHEET St.O STD ROOF TRUSS CLIP� $"� � <br /> AT 48 O.C. W/ NAIL IN (2) 12d � Q,� � <br /> 2X4 BLOGqNG qRq�, A PER PLAN • <br /> SLOTtED HOLE TO ALLOW EA. END <br /> RACE VERIICAL TRUSS 1�01tEA�ENT O •� � <br /> i i 2X4 EDt�YUl� i 2 X 4 BLK'G O 48" EA! <br /> (6) 12d � 0 24' O.C. � W/ (2) 96d TOENAIL ROOF FRAMlNG O � � <br /> EA. END PER PLAN 2X4 � 48' <br /> PROVIDE (2) 2X4 ��� �D *� � � • <br /> � �'i t�A � <br /> DIAG�VAL BRACE A35 � � <br /> AT 4� O.C. � � <br /> PER FLAT 2X 12d � 6" O.C. �� .-, <br /> BRACE NOIES DS DRYNIALL STOP � V� � ''� <br /> BELOW: 8d � 6" O.C. AT 16' O.0 TO WALL ''"� � � � <br /> P�A7E . T� PLATE �i � � <br /> - PLATE PtATE , 2X VENTED BLKG. • � <br /> � �- TOE NAIL TO TRUSS � •. � <br /> FLAT 2X BRACE WI(2� 12d EACH SIDE � — — �� � O� <br /> • (.148 DfA.X3 1/4") �Q � '� <br /> 12d � 6" O.C. T.N. Q SIMPSON N1 � 48 O.0 � � �¢ � �y � � <br /> NOTE: DIAt�NAL BRACE REQUIRED NANp. EQt� OR A35 FRAM'G � ��R W�" W/(6) 8d (.131 X1 1 f 2") TRUSS T � I � �' � <br /> I�FIEN CROSSWALLS ARE (�tEATER THAN <br /> 8' APART F�t A 2X4 FLAT BRACE F�.EVAl10N A-A , . SGHEDULE W/(4) Sd (.131X1 1/�") TOP PLATE ARCHITECTURAL �g� + _ HOLD CEIItNG FAS7ENERS � � w �O <br /> ANCHOR � 2-0 BLOCIC AS RE4b � BACK FROM WALL TO ALLOW <br /> 10' APART FOR A 2X6 FLAT BRACE � �� W� PROFlLE A N��f �8) 8 d SHEAR WALL BEAM/HDR � SIM. 8Y SIDING/TRIMS ��� �� �0��� <br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE GONNECT BLOCKING BOTTOM SHEARWALL PER PLA . SEC110N --�-- P.EN. PER PI.AN NONBEARING WAIl <br /> CHORD TO WALL TOP PLATES PER AND SCHEDULE w <br /> 1 SCALE: 3/4' = 1'-0" DETAII 9 THIS S�-IEET ' S HEDULERS1w.2� WALL PERPENDICULAR Atl PARALLEL <br /> �E C 7 1 0 N SCAtf: 3j4' = 1'-0" SCALE: 3/4' = 1'-D" <br /> � 1 6 T R U S S B R A C I N G A T E N D W A L L S 17 SHEAR <br /> � � W A L L T O T R U S S 1 8 <br /> [� T Y P S H E A R W A L L T O T R U S S 1 9 E X T E R 0 . <br /> ❑ I R W A L L A T R O O F 2 Q N O N B E A R I . <br /> ❑ NG WALL SUPPORT <br />