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_ __ i <br /> ' 0.131" X2.25' � 6" O.C. � �� <br /> Q.131" X 225" � 6' O,C. U.N.O. 0.131' X 2.25" � 6" O.C. SEE DETNL 2/S9.1 FOR TOP � <br /> " U.N.O. PER PLAN PER PLAN T _ U.N.O. PER PLAN S'EE DETAILS i&4 59.0 <br /> CHORD TO WALL CONNEC�tON FOR fL00R FRAMING <br /> _ 2X6 LEDGE� W/ (3) 0.131" X 0.131" X 2.25" � 6" SECURE INTU C4RNfR OF 8LK'G 0.131" X 2.25' � 6' 2X BtOG(ING BETYI�EN <br /> 3" TO EA. SND O.C. TO BLOCKING <br /> Q.C. TO BL�t(ING TRUSS'ES W/ (2) TOENAIL EA. ��P��� o <br /> BEY�ID 2X BLOCKING BETWEEN <br /> � TRUS�S W/ (2) TOENAI! EA. B��D �DE MONO-TRUSSES PER PLAN � �. <br /> SIDE MONO-TRUSSES PER PLAN MONO-TRUSSES PER PLAN 1RUSS BLQCKING PANEL Q ° <br /> PLATE NAII PER . SEE DETAII 2/S9.1 FOR TOP � <br /> PLATE NAIL PER 17 CHORD TO WALL CONNECTION , <br /> SHEARWALL SHEDULE FLOQR DIAPHRAt�# NAIUNG PLATE NAIL PER PLATE NAIL PER <br /> SHEARWALL SHEQULE PER SIRUCT. NOTES SHEARWALL SHEDULE SHEARWALL 5'FIEDULE S9�1 � � ; <br /> 7RUSSES SECTION �160 ; � Z c� <br /> BEARING ,�\ � �� JAq( TRUSSES AT 24° � � �`' <br /> ' � � � � <br /> � 19 � H2.5 '� o '� <br /> $9.1 � `;- � � o <br /> a� � <br /> / __ 1 I rn � �o <br /> �� � � � I I ' �� � � � � <br /> PLATE � � C° `. <br /> --- - - PLAIE � � o <br /> \ <br /> - - - - - - _ _ _ _-- _ - - - - - - - _ __ .._ ._. _ � - �. .- ._ � - - - _ ^ � _ _ PLATE PLATE � � �� � .,.� � <br /> > > __.. - •� a� <br /> `� 19 - - - - - - - - - - - -- , � �. � ;:. <br /> � i a� <br /> COMMON 1RUSSES FRAMING PER PLAN � �`u� SIM. S9.t \� �� i � - -- T ^ - - - - - - - - - � � i I �j � .�. <br /> PF� PLAN � ,^� �� � � � - � ��\ I - � y <br /> � ` FRAMING PER PLAN � �_ � FRAI�ING PER PLAN , � I ' � '; p �,°, cu <br /> � -- P.E.N. � R.E.N. � � � � � � <br /> BLOCKING AS REQ'D. FOR � PER PIAN ( PER PLAN � � U � <br /> CLG. FlNISH � P.EN. <br /> S E E 4/59.0 AT SIM. F R AMING PER PLAN � T R U S S H A N G E R � P E R P L A N �S S H A N(�R ( " I � z � <br /> CONDIT10N <br /> SCALE: 3/4° = 1'-0" -� � o <br /> '� SCALE: 1" = 1'-0' � � � <br /> ❑ ROOF L�DGER TO WALL 2 LOW ROOF =�� .: ��� ����:- <br /> ❑ AT FLOOR 3 LOW ROOF AT ENTRY . <br /> ❑ 4 LOW ROOF DETAIL � <br /> ❑ LOW ROOF DETAIL <br /> ❑ � <br /> � 2x8 FLAT VALLEY ATTACH QVERFRAMING ROQF SHEATHING/DIAPHRAGM SEE 16/S9.1 RE: 10/S9.1 FOR FRAMING ANGLE V � ` ` ��`�` � �, <br /> TO TRUSS'ES W/(3) 10d <br /> --— ATTACHMENT BEl'WEEN (2) 2X BRACES SEE 17/S9.1 __ :: __: ;. : <br /> PER 7/S9.1 8d � 6"OC TRUSS BLOCKING PANEL - � � ;. . <br /> � BEAR NHG RD PRE-FABRICATED ROOF � GT i-- ---- - � 0 SFIEARWALLS TYP. <br /> �� TRUSS 0 24"OC (TYP.) � � U.131' X 2.25" � 6" O.C. � <br /> I U.N.O. PER PLAN � <br /> � 2X VENTED BLKG. 2x8 RIDGE BEAM � S � <br /> //�� . . <br /> �i� '\�� YAALI.EY MEMBERS � ( COM�10N TRUSSES 0.131�X 3" � 6' 0. j� � <br /> � �� W/(A�� 8d TN) � PER PLAN �' � r � <br /> ----------` �n � I 1 I �� , `� � � <br /> ----- ----- (� � I � � . I E'' � � � <br /> I • h„ <br /> i I �Rac �uss ��?�a- � � <br /> � I PER PLAN (250 PLf `�'b�a <br /> � � 0.131"DfA. X 3" NAILS U.N.O.) <br /> ( � 0 4"4C 2X Fl.AT 1N/ R.131"DIA. I�ONO TRUSS PER <br /> USS PER PLAN ' i ( U.N.O. TRUSS TQ BL X 3" NAILS � 4"OC � <br /> U.N.O. PER PLAN � � � � N <br /> � � � � � <br /> � PLATE PLA`tE � o o � '\° � "� <br /> - P R O V I D E B L O C K E D � � � _ , A � � � � r� N <br /> m d- o .- � d- <br /> I O o r- � N� �- <br /> 2 x4 �NG F4R �R�S$ I I �'� DRAG TRUSS �� I � <br /> AT11C VfNTILAT10N. �A�NGER N � EXT. SHfARWALL ( � w � <br /> CONIINUE ROOF SHEATHING � pER pLAN � ALTERNATE: A35 I � � � • <br /> ( W 12 0.131`DIA. X 1 I w o <br /> MONO SCISSOR TRUSS UNDERNEA�ti OVERFRAMlNG. � � I� ) � <br /> PER PLAN PRE-FABRICAl10N ROOF �—----- -- ( 1/2' NAILS � 48'OC � � o <br /> TRUSS � 24"OC --.-..� U.N.O. PER PLAN ^ . <br /> � BEARING AND/OR 2x RAFiER � 24"OC W/(3) 8d TN 0 NOlE: GT HAS BEEN DESIGNED TO TRANSfER `� �,� SHEARY�ALL I �i <br /> � <br /> EA. END (USE 2x4 1F SPAN < 6-0 ------ PER PLAN SEE 15/S9.1 fOR a <br /> SHEAR WALL PER , „ • � . REQUIRED UITERAL LOAD. � � , n C�VI1NUAl10N Q � <br /> PLAN/SCHEDULE GlRDER TRUSS USE 2x6 IF SPAN > 6-0 ). SCALE: �/4 = 1-0 �CALE: 3 f 4 = 1 -0 v o <br /> � � O <br /> 6 TOP CHORD BEARING MONO SCISSOR [�7 OVERFRAMING 8 TRUS � a � <br /> ❑ S TO GT CONNECTION 9 TYPICAL DRAG TRUSS STOP WALL � � �, <br /> ❑ 10 HIGH ROOF DETAIL 5 0 <br /> � W <br /> 8d � 6" 0.(:. � � ' . <br /> GIRDER/DRAG TRUSS TRUSS BLOCKING PANEL - � Z z � � <br /> OVER-FRAMING PER PLAN Wj CONT. S� 17/S9•� SEE 10/S9.1 FOR k � W � ¢q . <br /> DOUBLE TOP CHORD „ ����»„ , <br /> 0.131" X 2.25" � 6" O.C. CONTINUATIQN a �, °� °' v <br /> o�.�° FRAMING PER PLAN a � � v�i ; <br /> U.N.O. PER PLAN � � � � , <br /> o � w w � . <br /> U O � 0. � <br /> C7 <br /> SHEAR TRUSS --A35 � 48" O.C. z .a, M N w <br /> / DESIGN BY OTHERS w 8d � 6" O.G. <br /> 150 PLF LOAD PARALLEL = <br /> TO TOP CHORD � 2X VENTED BLKG. <br /> N NAIL TO RAFTERS ' <br /> ROOF GIRDER TRUSS � W/(2) 12d EACH � <br /> . PER PLAN � SIDE <br /> � <br /> w • <br /> w <br /> cn = <br /> PLATE ���.A �Q 1 � , <br /> .� _ <br /> � PLATE � <br /> ��J - - - - �"�� <br /> ROOF TRUSS PER PLAN <br /> � � � r� <br /> HANGER TRUSSES PER PLAN H6 TIMST STRAP DRA6 STRUT � - SIMPSON H2.5A � 48" O.C. � MONO TRUSS PER PLAN � <br /> U.N.O. PER PLAN I � <br /> 1 OVERHANG PER � `�""� <br /> LTP4 � 24" O.C. � TRUSS HANGQt ARCHITECTURAL FRAMING PER PLAN � ��� HANGER � ' <br /> BEARING ANO SDWC15600 TO EACH TRU$S PLY <br /> WALL BEYOND SHEAR WALL SHEARWALL PER PLAN I 2X6 LEDGER W/ SEE SHEAR WALL � � <br /> SCALE: 3 4 � o TYPI�AL �3} 0.131 X 3 TO EACH SCHEDULE <br /> WALL S1UD y,R n <br /> VJ�� <br /> 11 DRAG TRUSS TQ WALL 12 DRAG STRUT TO GORDER TRUSS 13 HIGH ROOF TO LOW ROOF DET IL .� � <br /> ❑ A 14 �A(SED HEEL TRI�SS TO WALL <br /> ❑ 15 ROOF MONO TO FRAMING QETAlL � . <br /> ❑ <br /> . � <br /> $d � 6" O.G. A35 BLOCKING CHORpS TQ TRUSS <br /> CHORDS - ALTERNATE NEAR. AND ' ROOF TRUSSES <br /> ROOF FRAMING FAR SIDES <br /> PER PLAN 8d � 6" (.131"DIA. X 2.25" MIN.} _ _ _ PER PLAN � � � <br /> BLOCKING/DRAG TRUSS _:a. _ �y � <br /> _= 250 PLF U.N.O. . rT ' � �� <br /> � ROOF TRUSSES ROOF SHEATNING PER STRUCTURAL F� �H � � <br /> N07ES, SHEEf 51,0 STD ROQF TRUSS CL1PS � � � <br /> EAVE PER A PER PLAN AT 48" O.C. W� NAIL 1N (2) 12d. � <br /> A�gRA�NG ��' SL4TTED HOLE TO ALL4W EA. END � . <br /> 1 2X4 mGEY4�SE i 2 X 4 BLK'G � 48" VERTICAL TRUSS MOVEMENT o • � � <br /> (6) 12d { � 0 24' O.C. I EA CE jD16d TOENAIL ROQF FRAMING 2X4 � 48" O � � °, ' <br /> GABLE END PER PI.AN � � - <br /> '� O <br /> � <br /> D A�GON�BRAL'E4 A35� � � � <br /> AT 4' O.C. �� � <br /> PER FLAT 2X 12d � 6" O.C. DS DRYYVALI. STOP � � � <br /> BRACE N01ES <br /> AT 16" O.C. TO WALL � '~ � p <br /> BELOW: 8d � 8" Q.C. TOP PLATE C„� � � ►Z :, . <br /> PLATE - _ �PLATE PLATE , 2X VENTED BLKG. • � � <br /> -�- � TOE NAIL TO TRUSS �� � O <br /> F L A T 2 X B R A C E Wf(2 12d EACH SIDE <br /> = X cC3 a� aA <br /> » �� Q3 SIMPSON H1 � 48" O.C. (.148 DIA.X3 1/4") �� �� � � � � <br /> NOTE: DIAt�NAI BRACE REQU(RED _pqH� Ep� 12d � 6 O.C� T.N. SEE SHEAR WALL W/(6) 8d {.131X1 1/2"� TRUSS •� <br /> WHEN CROSSWALLS ARE GREATER THAN NAILING OR A35 FRAM G SCHED.ULE » � HOLD CEIUNG FASTENERS � � w �O <br /> 8' APART FOR A 2X4 fLAT BRACE EI..EVAl10N A-A ANCHOR � 2'-0" W/(4) 8d (.131X1 1/2 } TOP PLATE ARCHITECTURAL 16 +/- gq�( �p�,� yyqLL TO ALLOW ` ° <br /> BLOCK AS �EQ'Q <br /> 10' APART FOR A 2X6 FlAT BRACE � �{E� W� PROFltF A O.G. W/ (8) 8d SHEAR 1NALL BE /HDR 0 SIM. BY SIDING/TRIMS �� ��D MOVEMENT � <br /> 12' APART FOR A 2X8 FLAT BRACE SCNEpULE CONNECT BLOCKING BOITOM �A�� NONBEARING WALL <br /> . SHEARWAII PER PLA SECTION P.E.N. PER PLAN <br /> / CHORD TO WAIL TOP PLATES PER AND SCHEDULE SEE SHEAR WALL yyp� pQZp�pj�J�q� tNALL PARALI.EL <br /> SCALE: 3 4' = 1'-0' QETAIL 9 TNIS SHEET SGALE: 3/4" = 1'-Q" SCHEDULf S1.2 � <br /> - ON SCALE: 3/4' = 1'-0' <br /> - 16 TRUSS BRACING AT END WALLS 17 SHEAR WAL� TO TRUSS 18 TYP S �� . <br /> [� HEARWALL TO TRUSS 19 • <br /> _ C� EXTERIOR WALL AT R�OF 20 <br /> C� NONBEARING WALL SUPPORT . <br /> 0 <br />