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0.131" X 225" �6' O.C. 0.131" X 2.25' � 6" O,C. U.N.O. 0.131" X 225" g 6'� 0 C. SEE DETAIL 2/59.1 F�t TOP <br /> U.N.O. PER PLAN PER PLAN � U.N.O. PER PLAhI CHORD TQ WAIt (�NNEC�ION � p� fRAM1NS9.0 . � . <br /> Y �C U R E I N T O C O R N E R O F B L K G �P��� Q <br /> 2X6 LEDGER W/ �3) 0.131" X 0.131" X 225" � fi' 0.131" X 225" 0 6' ZX BLQCKING BETVYEEN <br /> 3' TU EA. STUD O.C. T O B L O(�C ING O.C. TO BLt�iCING TRUS�S W/ (�) TOEIdAIL EA. M O N O-T R U S S E S P E R P L AN � <br /> _ 6EYOND 2X BLOaCING BETV!'EEN gE1(pND S�DE <br /> " TRUSS'ES W/ (2) TOENAIt EA. :• <br /> SIDE M�10-TRUSSES PER PLAN ` MOIdO-TRUSSES PER PLAN 1RUSS BLOqCING PANEL S'EE DETAIL 2/59.1 FOR T�' � <br /> �� CHORD TO WALL CONNEC�tON . � <br /> PLATE NAIL ER FLOOR DIAPHRAt�! NAIIJNG PU1TE NAIL P�R PLATE NAIL PER 59.1 , z � <br /> PLATE NAtL PER P . <br /> SHEARWAIl SHmULE StiEARWAtL S'hIEDUIE PER STRUCT. NOTES Shi E A RW A L L S H E D U L f .- -� • �� ; t� �,, �' . <br /> SHfARWACL.SHEQU <br /> 1RUSSES SECT10N 06160 � ^ - <br /> BEARING 1 JACK 1RUSSES AT 24 v <br /> � <br /> �-� <br /> _ I H25 � o <br /> � 19 � : <br /> � � <br /> ss.� j � � � .� � , � <br /> / —_ I I ����` � � � <br /> � o <br /> \ r � I I '�� c .� � ;, . <br /> � — <br /> i � <br /> _ PLATE ( � �' � ' <br /> PLATE PLATE PLA7E •� � <br /> ---- - - <br /> � � <br /> - -- - -__ ___- _- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - -- - - - - -- - - � .-. <br /> 19 � 1 � I 1 W <br /> � � i S9.1 �� �� i � � 1 y ' <br /> � � v > — \`�/ I � C\2 <br /> FRAIV}}ING PER PLAN J �, SiM. � , � � O �, <br /> COMMON TRUS�S A �� , � I � � �., �, � . <br /> PER PLAN � i �� FRAMING PER PLAN � �__� FRAMING PER PLAN ( pER PLAN 1 -�-�' v � L' Y <br /> I P.EN. <br /> BLOqQNG AS REQ'D. F�2 l � P� I P.E.N. � ' U "� � <br /> I � � T R U S.S H A N t�R I � ,� • � p c fl <br /> C L G. Fl N I�i I T R U S S H A N G E R +� � o <br /> SEE 4/59.0 AT �M. fRAMING PER PLAN ° �� � '", � . <br /> CONDIlI�i SCALE 3/4' = 1'-0� - <br /> SCALE:-1' = 1'-0' <br /> 4 LOW ROOF DETAIL ��5 L�W ROOF DETAIL � � �— , ��; : :.� .„`; �: . . <br /> 2 LaW ROOF AT FLO�R 3 LOW ROOF AT ENTRY ❑ <br /> 1 ROOF LEDGER TO WALL Q . c� . . - , .,. . <br /> ❑ <br /> ❑ E <br /> 2x8 FLAT VALLEY ATTACH OypZ�p�ING RQOF �IEATHING/DlAPHRAGM SEE 16/S9.1 �; 10/59.1 F4R FRAMING ANIXE TRUSS BL(�ICING PANEL - __ <br /> : . <br /> . <br /> .:_ , , . <br /> TO TRUSS�S W�(3) 10d PER 7/59.1 8d 0 6'OC � ATTACHMENT BETVVEEI�I (2) 2X BRACES SEE 17/59.1 �.' . `: ", , :;.. ' r`. "::.. � . <br /> TOP CHORD PRE-FABRICATED RQOF � GT ���----� --- -�� � ���� �. 0.131" X 2.25" 0 6" O.C. ' <br /> � BEARING TRUSS � 24"OC (TYP.) � U.N.O. PER PLAN � <br /> � <br /> � S � <br /> �� 2X VENTED BUCG. 2x8 R1DGE BEAM I ��G. W� j'�j o <br /> ���, (ATTACH TO 2x8 � ( CONEl��i 1RUSSES - 0.131" X 3" � 6' O.C. �, ti i ��, � <br /> i i �� VALLEY ki�D�1BERS � PER PLAN r.�� � ,a � <br /> �i� ��` w/(�) Sa n�) � � H� . ` � a Q <br /> � �� � I • ����� �ti � . <br /> ----------- � � � � i � ? <br /> ------ ----- � DRAG TRUSS <br /> � � PER PLAN (250 PLF �� <br /> � � � U.N.O.) • <br /> 1 � i �1�1�A. X 3" NAILS • MQNO TRUSS PER , . <br /> � 2X FLAT W/ 0.131 DIA. E ✓ <br /> I U.N.O. TRUSS TQ BL X 3" NAILS � 4"� � � � � � <br /> � I U.N.O. PER PU�N - <br /> � � � � o <br /> � � p�p p � N� M <br /> � PLA�E � � o � �''� N <br /> USS PER PLAN i � P�� A o O M o ^ ¢ <br /> PROVIDE BLO(�ttED � � � DRAG TRUSS � � o o .- .- � � <br /> i 2'x4' OFNG FOR TRllSS I / \ 1 w � <br /> k � <br /> � nrnc �rnn¶�u. �� � � ���,� <br /> I ALTERNAIE: A35 � � w � <br /> CONTINUE RQOF SNEATHING � P� P� � I W/(12) 0.131'biA. X 1 I � o � <br /> MONO SCISSOR TRUSS UNDERhlEA1}i UVEKFRAMING. � ----^_.__ I 1/2" NAILS � 48'OC f � �; r <br /> PRE-FABRIGAlION R0�' _ �__T, i J ' � o <br /> U.N.O. PER PLAN SHEARWALL <br /> PER PLAN � <br /> —2x RAF"IEER � 24'QC W/(3) $d 1N � TRUSS � 24(� �\ -----�,� PER PLAN SEE 15/S9.1 F�t ''� <br /> BEARING AND OR EA END (USE 2x4 IF SPAN < 6'-0" NOTE: GT HAS�BaE�DdLO�GNED TO TRANSFER - CONTINUATION z � � <br /> SHEAR WALL PER qRDER 1RUSS U� 2x6 IF �AN > 6'-0"). SCALE: 3/4' = 1'-0" REQU RFD LA S[:AI F• 3f 4" - 1'�-0" o � o ' s <br /> PLAN/SCHEDULE � <br /> 8 TRUSS TO GT CONNECTION 9 TYPICAL DRAG TRUSS STOP WALL 10 HIGH ROOF DETAIL � � a <br /> OVERFRAMIN� 0 <br /> TOP CH�RD BEARI�IG MONO SCISSOR 7 � � <br /> 6 0 <br /> a � J <br /> � sn Z a � <br /> 8d � 6 O.C. GIRDER/DRAG TRUSS 1RUSS BL�CING PANEL - <br /> cn o � � rj . <br /> OVER-FRAMING PER PLAN W/ CONT. SEE 17/S9.1 SEE 1Q/S9.1 FOR a s °W�- m v <br /> DOUBLE TOP CHOR D '�'� CONIINUATI�+1 a � "' N <br /> _ -'= ' ^- 0.131' X 225' @� 6' O.C. FRAMING PER PLAN <br /> � � o � � , <br /> ,�,�e � U.N.O. PER PLAN o �3 w w � <br /> � <br /> c� o � a � <br /> � . <br /> A35 � 4-8" O.C. z d' " `� w <br /> �--SHEAR TRUSS 8d � 6� O.C. " <br /> DESIGN BY OTHERS w <br /> 150 PLF LOAD PARALLEL = 2X VENTED BLKG. . <br /> TO TOP CHORD � NAIL TO RAFTERS <br /> � W/(2) 12d EACH <br /> R�OF GIRDER TRUSS � SIDE <br /> PER PLAN <br /> rn <br /> � <br /> w � <br /> W . �� <br /> � ``� �¢ 1 V� <br /> �' PLATE <br /> �� <br /> ��� <br /> PIATE � � ��J - - - - { � r..� <br /> ( � M�+10 TRUSS PEit FIAN � . <br /> ROOF TRUSS PER PLAN 1 SIMPSON H2.5A � 48A O.C. f ' � <br /> TRUSSES PER PLAN N6 11MST SiRAP DRAG STRUT ! �� <br /> HANGER U.N.O. PER PLAN J A CHI'TECTURAL ���N� P� � ( � <br /> I ZRtJss HAN(�R I TRUSS HANc�R <br /> - 1 � . <br /> LTP4 � 24 O.C. g�qRING AND SDWC15600 TO EACH TRUSS PLY � <br /> WALL BEYOND SHEAR WALL SHEARWALL PER PLAN 2X6 LEDGER W/ SEE SHEAR WAttL <br /> (3� 0.131" X 3' TO EACH SCHEDULE � <br /> SCAI F� 3 f 4� - ,�-op TYP I C A L ��- S�'° � <br /> D HEE� TRUSS TO WALL 15 ROOF MONO TO FRAMING DETAIL , � <br /> DETAIL 14 RAESE ❑ <br /> A� STRUT TO GORDER TRUSS 13 HI�H ROQF TO LOW ROOF C] <br /> DRAG TRUSS TO WALL 12 DR ❑ <br /> 11 ❑ <br /> ❑ . <br /> 8d � 6" O.C. A35 BLOq(ING CH�tDS TO TRt1SS -' R� �� ; <br /> CHORDS - ALT�RNATE NEAR AND PER PLAN � � <br /> ROOF FRANIING fAR SlDES <br /> PER PLAN 8d � 6" (.131"DIA. X 225" MlN.) -==T � � <br /> BLOqCING RAG TRUSS `�• - � � � <br /> 25Q PtF U N.O. ROOF S-IEATHING PER STRUCTURAL STD R�F TRUS� tXiPS $"{ � <br /> ROOF TRUSSES � <br /> '- r NOTES, SHEET S1A , AT 48" O.C. W/ NAIL IN CFA END � � <br /> PER PLAN SLOT(ED HOLE TO ALLOW O .� � <br /> EAVE PER q VERTICAL TRUSS NOVEIuttENT <br /> O <br /> 2X4 BLOGCING ��. t 2 X 4 BLK'G � 48" RQOF FRAMING <br /> 16d TOENAIL �4 � '�' � � � <br /> EA. BRACE i 2X4 EDGEIMSE � ��p PER PLAN � �O � <br /> i i � 24 O.C. � � '�'i � G� <br /> (s) �2a � cae� �o r--� � �� � <br /> PROVIDE (2) 2X4 <br /> 1RUSS DS DRYWALL STDP C� •� � � � <br /> DIAG�VAL BRACE . <br /> � A35 AT 16" O.C. TO WAtL � � Z <br /> P E R f L A T 2 X 12d � 6" O.C. 8d � 6" O.C. TQP PLATE '"'� t C� <br /> BRACE NOTES2 X 1 1 E N T E D B L K G. � ,�; � <br /> BELOW: PLATE P�� ` TOE NAIL TO TRUSS _. _ — �� � � . <br /> PLATE -�- Wj(2) 12d EACH SIDE - - <br /> „ (.148"DIA.X3 1/4'� �� �� �.� � .� <br /> 12d � 6" O.C. T.N. 5EE SHEAR WALL � W/ 6)a8d (.t3�1 X181/2"j TRllSS HOLD t:EIIJNG fAS'TENERS � � � � <br /> FlAT 2X BRACE . • ARCHITECTURAL 16" +/- gAqC fR�l WALL TO ALLOW � � w �' <br /> NOTE: DIAGONAL BRACE REQUIREQ PANEL EDGE OR A35 FRAM G� SCHEDULE W/�(4) 8d (.131X1 1/2 ) TOP PLATE $L�K AS REQ'D <br /> yVl-�p� q20SSyyALLS qRE (�tEpTER THAN NAIUNG ELEVATION A-A ANCHOR � 2'-0 BY SIDING/TRIMS ���� <br /> ER TRUSS D t� <br /> 8' APART EOR A 2X4 Fl.AT BRACE PROFlLE A N��f �8� �d SHEAR WALL BEC�QNDR � SIM. <br /> 10� APART FOR A 2X6 F1AT BRACE SEE SHEAR WAtl P.E.N. PER PLAN N�dBEARING WALL <br /> 12 APART FOR A 2X8 fLAT BRACE SCHEDULE CONNECT BLOClCING BOTTOM SHEARWALl- PER PLA SEE SHEAR WALL WALL PERPENDICULAR WALL PARALLEI. <br /> (�tORD TO WAIl TOP PtATES PER � AND SCHEDULE ' � <br /> DETAiL 8 THIS S'hIEET SCHEDULE S1.2 SCALE: .3/4' = 1'-0' <br /> SCALE: 3/4' = 1'-0' <br /> SCALE: 3/4' = 1'-0" SEC1�lON <br /> LL TO TRUSS 19 �XTER{OR WALL AT R�OF �0 NO�IBEARING S�ALL SUPPORT ' <br /> TO TRUSS 18 TYP SHEARWA ❑ <br /> T END WALLS 17 SHEAR WALL Q <br /> 16 TRUSS BRACI�IG A [� <br /> a <br />