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8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAfI.S
<br /> . 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERRED �
<br /> �
<br /> Sd C� 6" O.C. TO BOTTOM CNORD �
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<br /> _r.;
<br /> �' - �
<br /> VENTED BLOCKING �g
<br /> RE: 19/S9.1 ;�J �
<br /> (3) 8d TO BLOCK - TYP.
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<br /> TRl1SSES PER PLAN c�� 1� z � �
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<br /> TRUSS PER PLAN k z,e� � � �
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<br /> BEAM PER PLAN ��:, ;{� � -N �
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<br /> RAFTER PER PLAN -Y �qV!
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<br /> �'E` f f,1 � �
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<br /> �� � W � �
<br /> �__:_�z.w_�;���.w�_ �= _ .. _____u�_.____�._ . �: DIAG. SRACE C� 8' O.C. W/ (6) � ?
<br /> � -.- � ��,,
<br /> ':;_ '� 0.131" X 3" TO B�OCK � ° �
<br /> DRAG TRUSS - DESIGN FOR 150 �`� ;a � G �
<br /> PLF DRAG LOAD APPLIED AT ?+� '�� 0.131"X3° TOENAIL Q 6" O.C. +' � ,�
<br /> TOP CHORD AND TRANSFERRED U ��" �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER � � �
<br /> SHEARWALL SCHED. TYP. � � C°
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<br /> 1 2 3 TRUSS A�JD RAFTER TO BEAM 4 5 TRUSS DETAI� AT STEP , y �-- , � _ _
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<br /> 2x8 FLAT VALLEY ATTACH ROQF SHEATHING/DIAPHRAGM SEE 16 S9.1 NOTE: FIRE AND SOUND RATING ' � ��;
<br /> TO TRUSSES W/(3) 10d OVERFRAMING � 8d AT 6" O.C.
<br /> PER 7/59.1 8d C� 6"OC ^ - � INFORMATION PER ARCH. Y
<br /> y `
<br /> PRE-FABRICATED ftQOF �- -_� 3 8d TO BLOCK - TYP. 2X4 W/ (2) 0.131" X 3" NAI�S ? ��
<br /> � GT � � TO EACH TRUSS TYP.
<br /> TRUSS @ 24"OC (TYP.)
<br /> RE: 10/S9.1 FOR FRAMING ANGI�E `�
<br /> {< �
<br /> I 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �' '' "�� _; - " 5 ���. �
<br /> (ATTACH TO 2x8 VALLEY I � SNEARWALLS TYP. " �
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<br /> � MEMBERS Wj(4) �d TN� AND FOR BALANCE ,�; „� ,� ���a
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<br /> RE: PLAN �;� ��; �I,�
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<br /> I A35 � �--,�°�,--°
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<br /> (.131"DIA.X1 1�2"� 4 48"OC »�� ;�� w `-� z �
<br /> � C,_;_�� ( U.N.O. PER PLAN - - a:� _ - _._ .._ ___�_ _ � N � °�
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<br /> PROVIDE BLOCKED - - �^�-�� _ __ ___ _ �_ I -__�____.__._.___ � I i
<br /> ;�,� rs� Q C�1 �
<br /> 2'x4' OPNG FOR TRUSS i �Yi a3 , �
<br /> f SHEARWALL TRUSSES PER PLAN }.t �, QIAG. BRACE @ 8 Q.C. W/ (6) � p
<br /> ATTIC VENTILATION HANGER EXT. SHEARWALL �
<br /> PER PLAN I RE: PLAN =3� ��� 0.131" X 3" TO BLOCK w O
<br /> C O N T 1 N U E R O O F S H E A T H I N G P E R P L A N
<br /> UNDERNEATH OVER�RAMfNG. � GABLE END WALL�DRAG T R US S - i�� '�a
<br /> P R E-F A B R I C A T I O N R O O F h D E S I G N F O R 1 5 0 P L F D R A G L O A D }=�' TF=3- 0.1 3 1"X 3" T O E N A I L @ 6" Q C.
<br /> TRUSS @ 24"QC \_- - - - � � APP�IED AT TOP CHORD AND �
<br /> 2x RAFTER Q 24"OC W/(3) 8d TN � NOTE: GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER �
<br /> � EA. END (USE 2x4 IF SPAN < 6'-0" „ , , REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP. o
<br /> ,\ ��ROER ����5 USE 2x6 IF SPAN > 6�-0��). SCALE: 3/4 = 1 -0� TYP C A� P A R A��E� D R A G TR U S S E S _ TYP I C A P A R A� E Q o
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<br /> 6C� � � OVERFRA�11�1G 8[� TRIJSS TO GT C�NNECT10�1 � AT PA�TY WA��S BETWEE�I BRAC��1G 10 TRUSSES A PARTY WAI��S � �
<br /> �
<br /> W
<br /> 8d C� 6' o.c. TRUSS TO WALL CQNNECTION � Q �-
<br /> GIRDER/DRAG TRUSS N�ORMATION PERS�RCN,RATING � Q
<br /> O V E R-F R A M 1 N G P E R P L A N W C O N T. # OF TRUSS G A B L E T R U S S R E: M F R, D E S I G N � d
<br /> DOUBLE TOP CHORD ab�i0 C O N N E C T Q R T O T R U S S T O T O P P L A T E S FOR 150 PLF DRAG LOAD APPLIED �
<br /> NOTE: SEE 13 THIS � �
<br /> SHEET ;NHEN PLATE �� �� PLIES B.N. cn
<br /> ' 'a S H E A R T R U S S Q E S I G N A T T O P G H O R D A N D T R A N S F E R R E D
<br /> HEIGHT CHANGES a ,o 00�° � �- 1 H1 (6) 0.131" X 1.5' (4) 0.131" X 2.5" F--
<br /> BY OTHERS 150 PLF w TO BOTTOM CHORD � W
<br /> 4 LOAD PARALLEL TO T 1 H2.5A (5) 0.131° X 25" (5) 0.131° X 2.5" � �
<br /> TOP CHORD � 1 SDWC15600 - - � �
<br /> ROOF GIRDER TRUSS � � H10-2 (9) 0.148" X 1.5" (9} 0.148" X 1.5° , �
<br /> -
<br /> SHEAR TRUSS DESIGN PER PLAN (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" LA. �j i � � W
<br /> �-- � - - ' ' PROVIDE 2x8 BOTTOM
<br /> BY OTHERS 150 PLF W � �;
<br /> ADD FLAT BLOCKING 2 (2) SDWC15600
<br /> LOAD PARALLEL TO = w 3 (3) SDWC15600 - - #; � CHORD AT GABLE TRUSSES
<br /> TOP CNORD cn BETWEEN WALL STUDS ,� PROVIDE 2x6 �� �� OVER PARTY WALLS
<br /> � ROOF FRAMING PER PLAN
<br /> � BLOCKING BETWEEN ,'� '�
<br /> ROOF GIRDER TRUSS = 8d AT 6° O.G VERTICALS AT GABLE
<br /> �l -___
<br /> - 1--��-- � TRUSSES WITH 2X4 t �
<br /> PER PLAN � �-__�-�-�--,��__f !�;- tn -�-'� BOTTOM CHORD �� {
<br /> � �-���-�f� ��-,. ��� �-�' - � 2X VENTED BLK'G. ,, ;; OVERFRAMING RE: �i
<br /> W ir�,,�;, � ;�,, f'` '%�,� �%.'�,r �� �`,�� �r. _ 0.131 X 3 TOENAIL �,� �
<br /> w � � �.� ��s;,f� f �; �I `T. � AT 6 O.C. !' 7/S9.1 NOT SHOWN �
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<br /> . . . .i__ _' ,/ � f 1� j � ���}�� I ^ l'i !� / �I . '� ^ �,.Li �y^� . ..
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<br /> l/ ' '� � F ' ' �� �'� � �,�� F`� , 2x8 LEDGER W/ 0.25 x 4.5 SDS
<br /> ROOF TRUSS PER PLAN �l/ ,�`�,.�� � ` r � � � � � � � � {�� �� � �
<br /> ; � ���.� ,�`�,�s j ; ��. �, ;, J�, �,,'�/��r TRUSSES PER PLAN s =�..� SCREWS t� 12 O.C. STAGGERED
<br /> � TRUSSES PER PLAN H6 TWIST STRAP DRAG STftUT � �'� ,� STRAP TYPE DRAG STRUT , � � ,�f ; , �� 4�' ,:� �� �,
<br /> ' ' .� r` � ,� � � � ,,;�`� ,/� � ,,�'I �� , » s.
<br /> HANGER � U.N.Q. PER PLAN �� ,� ,r ,��r'I,�'` � U.N.O. PER P�AN ; .�, �/� � ' f /`�� � 2x8 LEDGER W/ 0.25' x 4.5 SDS f�' �.' 0,131"X3" TOENAIL � 6" O.C. OR
<br /> '� . �_._!_��_` f� ' - �,� ' � H2.5A & SDWC15600 STYLE coM�oN ciROER TRuss " ' Q,,�
<br /> , � �`"µ������ +�'��`� ` '� ' � k" �r' ''� f ' ' � SCREWS C� 12'� O,C. STAGGERED [,;! �:_ A35 � 48" O.C. GABLE TRUSS TO a"i
<br /> ' r � � � �__fie_�__�i!�:��!�.%'�/�:-� PER PLAN TOP PLAT S
<br /> LTP4 � 24 O.C. ; � � �
<br /> � BEARING AND SDWC15600 TO EACH SDWC15600 TO EACH 0.131 X3" TOENAIL � 6" O.C. OR �
<br /> WALL BEYOND i SHEAR WALL TRUSS PLY --- - SHEARWALL PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER A35 � 48' O.C. GABLE TRUSS TO SHEATHING AND NAI�ING PER �
<br /> SHEAftWALL, PER PLAN PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCNED. TYP. �
<br /> SCAi E: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM jHEADER AT SIMILAR} SCALE: 3/4" = 1'-0" �
<br /> TYPfCA� _ o
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STRUT Ta GIRDER TRUSS 13 DRAG TR�SS TO WA�� 14 TYP. RA SED HEEI� TR� SS TO WA�� C0�1�lECTIOf� 15 TR�SSES AT PARTYWA�� (PERPEND G� �AR) , � �
<br /> 0 0 �
<br /> �
<br /> ad � s"o.c. TRUSS TO WALL CON(JECTION �
<br /> ROOF FRAMING # OF TRUSS ROOF TRUSSES
<br /> PER PLAN � �
<br /> PER PLRN PLIES CONNECTOR TQ TRUSS TO TOP PLATES �
<br /> ,
<br /> 1 H1 (6) 0.131" X1.5" (4) 0.131" X2.5" �
<br /> . 8d � 6 1 H2.5A (5) 0.131" X 2.5" "
<br /> �T , . �
<br /> (5) 0.131° X2.5 r'�""1 ,�.�
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS � F-1
<br /> EAVE PER PANEL • PER PLAN 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" AT 48" O.C. W/ NAIL IN (2) 12d �✓
<br /> 2X4 BLOCKING ARCH. SLOTTED HOLE TO ALLOW EA. END
<br /> EA. BRACE 2 (2) H2.5A (5) 0.131° X 2.5" EA, (5) 0.131" X 2.5" EA. � VERTICAL TRUSS MOVEMENT o �
<br /> ZX4BLKGC� 48" 2
<br /> 2X4 EDGEWISE i W/ (2) 16d TOENAIL (2) SDWC15600 - - -- 2X4 @ 48" O � �.,''
<br /> C� 24 O,C. EA. END 3 (3) SDWC15600 - -
<br /> �
<br /> (6) 12d - �--�
<br /> GABLE END Q� b(J
<br /> PROVIDE 2 2X4 TRUSS ° �� � S-��''
<br /> O A35 FOR F{2.5A�AND O DWC ROOF FRAMING PER PLAN �
<br /> DIAGONAL BRACE
<br /> AT 4' O.C. - 8d AT 6" O.C. DS DRYWALL STOP �
<br /> PER FLAT 2X 12d � 6" O.C. STYLE CONNECTlONS AT 16" O.C. TQ WALL �
<br /> R NOT S 2X VENTED BLK'G. C„� G/� �
<br /> B ACE E r�
<br /> BELOW: TOP Pt�ATE
<br /> . .
<br /> ' � G� .,
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<br /> FLAT 2X BRACE 12d C� 6 O.C. T.N. SEE SHEAR WALL ° �� HOLD CEILING FASTENERS �� G (j� �
<br /> NOTE: DIAGONAL BRACE REQUIRED PANE� EDGE A35 � 24" OR A35 FRAM'G SCHEDULE 16" +/- '� BACK FROM WALL TO ALLOW � � ^ w
<br /> WHEN CROSSWALLS ARE GREATER THAN � NAILING
<br /> 8' APART FOR A 2X4 FLAT BRACE � ANCHOR Q 2'-0" H2.5A 8c SDWC15600 STYLE COMMON/GIRDER TRUSS �! �
<br /> 1Q' APART FOR A 2X6 FLAT BRACE _� SEE SHEAR WALL oAIkS / (8) 8d SHEAR WALL PER PLAN �� TftUSS CN4RD MOVEMENT �� '�
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE --�� �- �� -� �- �-
<br /> • PERPENDlCULAR TRUSS TO WAL� CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WAL� PER � NONBEARING WALL
<br /> PLY PER TABLE ABOVE PI�AN AND SCNEQULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-Q" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0"
<br /> 16 TRUSS BRACING AT E�1D WA��S 17 SHEAR WA�� TO TR�SS 18 TYP SHEARWA�� TO TRUSS 19 TYP CA� TRU�S TO WA�L C0�1�lECTION 20 �10�1BEARI�IG WA�� SUPPORT '
<br /> C� 0 0
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