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8d AT 6" O.C.
<br /> GABLE END TRUSS QESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAfLS
<br /> 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP.
<br /> TOP CHORD AND TRANSFERRED �
<br /> �
<br /> 8d C� 6" O.C. TO BOTTOM CHORD � �
<br /> i.j 3 •
<br /> � - l
<br /> Q�
<br /> VENTED BLOCKfNG �� �
<br /> RE; 19/S9.1
<br /> (3) 8d Tp BLOCK - TYP. ,�3 ' �'
<br /> ,E� 1 U �
<br /> t'1 7
<br /> � TRUSSES PER PLAN � ��; 1� � � r-. �
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<br /> TRUSS PER PLAN f' :;� �-- � �?
<br /> , ,.S � �n
<br /> °{3 0
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<br /> BEAM PER PLAN Y39� ��' - � � �'-
<br /> i"3'. :F .- � .
<br /> � . . . . . . . . . . . . . . . . . !S . . . , . ._ 7T\ �
<br /> RAFTER PER PLAN r� � __:__•e__.____.�. _.��:�,....,v_;n_�,�._ �:�_.�_____��._�:__��., r: ",
<br /> :-
<br /> �3� �., �i � �
<br /> W/ LSSU HANGER is '`3 W � ^
<br /> 131_._..`.�:'_�i�l-......�.____.,.___e_t��.'.,.i_._.:..e.,_.w_ � _.�..:.::..:. ..i
<br /> �-�.
<br /> --���r., :a DIAG. BRACE @ 8' O.C. W/ (6) � �
<br /> �:�� \ `�� 0.131" X 3" TO BLOCK � ° �`�
<br /> ��; E � � �
<br /> DRAG TRUSS - DESIGN FOR 150 ..
<br /> �, .z, » » »
<br /> PLF DRAG LOAD APPLIEQ AT fg' '�+_ 0.131 X3 TOENAIL C� 6 O.C. -� � �
<br /> TOP CHORD AND TRANSFERRED � �, �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. � Q C°
<br /> -�-' co 0
<br /> ' � � �
<br /> 1 2 3 TR�JSS A�D RAFTER TO BEANI 4 5 TRUSS DETA � AT STEP � , _ �-- . , �
<br /> a 0 0 0 o t _
<br /> : � ,� $ � �
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SHEATHING/DIAPHRAGM SEE 16 jS9.1 NQTE: FIRE AND SOUND RATWG r` �f� , �,
<br /> TO TRUSSE$ W/(3) 10d PER 7/S9.1 8d @ 6°OC WFORMATION PER ARCH. 8d AT 6" O.G.
<br /> PRE-FABRIGATED ROOF �- ^� 3 8d TO BLOCK - TYP. 2X4 W/ (2} 0.131" X 3" NAILS � . Y t . ,,, ,r '•
<br /> „
<br /> ;:. � >._.: ,
<br /> GT
<br /> �� ) TO EACH TRUSS TYP. ��� �� "��� � ��� �
<br /> TRUSS � 24"OC (TYP.)
<br /> RE: i0/S9.1 FaR FRAMING ANGLE t9
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2� 2X BRACES �� '• �Y� ��•j •� •�` 5 °� N
<br /> J (ATTACH TO 2x8 VALLEY Q SHEARWALLS TYP. 5#` �� ��� o
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<br /> MEMBERS W/(4) 8d TN) I I ,�: �;,
<br /> ANp FOR BALANCE �`' ,�i ,�� ti � ���
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<br /> DRAG TRUSS F'� i.3 `�?�� � �
<br /> I RE: PLAN - _ ,�
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<br /> I A35 °, �4 _
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<br /> Wf(12) 8dX1 1/2+' NAILS ;� �i o
<br /> � ( (.131"DIA.X1 1�2") (� 48"OC s�� ��= w `� z �
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<br /> - PROVIDE BLOCKED -- --._._� .. _ _� ____. ___._� ��--- _i_______�__.�_______� I ,.� ,,, a N �
<br /> ; ; r`' "�'
<br /> 2'x4' OPNG FOR TRUSS�� I '>> �� L . �
<br /> ATTIC VENTILATION HANGER � SHEARWALL TRUSSES PER PLAN �;, ;+ DIAG. BRACE C� 8' O.C. W/ (6} � _�
<br /> PER PLAN EXT. SHEARWALL RE: PLAN ��; �; 0.131" X 3" TO BLOCK � �
<br /> CONTINUE ROOF SHEATHING P E R P L A N J ,. �i .� �
<br /> UNDERNEATH QVERFRAMING. � GABLE END WALL/DRAG TRUSS - ", ''y �
<br /> � PRE-FABRICATION ROOF �� _ _ _� ___ DESIGN EOR 150 PLF DRAG LOAD '•"� �i- 0.131"X3" TOENAI� @ 6" O.C. �
<br /> ��� „ TRUSS C� 24°OC � � APP�IED AT TOP CHORD AND �
<br /> � 2x RAFTER Q 24 OC Wf(3) 8d TN Q TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILWG PER �
<br /> �� NOTE: GT HAS BEEN DESIGNED TO TRANSFER
<br /> � � EA. END USE 2x4 IF SPAN < 6'-Q" SHEARWALL SCHED. TYP. �
<br /> � � � � > » REQUIRED LATERAL LOAD.
<br /> �
<br /> �,\ ��ROER TR�ss USE 2x6 IF SPAN > 6�-a��). SCALE: 3/4� - ,�-o TYP CA� PARA�_E� D�AG TRUSSES TYP CA PARA��E� o 0
<br /> 60 07 �� OVERFRAMI�IG 08 TRUSS TO GT C0�1�1ECTf0�J �9 AT PARTY WA��S BETWEE�I BRAC �1� 1 Q TRUSSES A PARTY WAI��S > �
<br /> �
<br /> W
<br /> 8d (� 6° o.c. TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATING J �
<br /> GIRDER/DRAG TRUSS INFORMATION PER ARCH. � ~
<br /> OVER-FRAMING PER PLAN W CONT. # OF TRUSS GABLE TRUSS RE: MFR, DESIGN � ¢
<br /> � CONNECTQR TO TRUSS TO TOP PLATES m
<br /> DOU�LE TOP CHORD N O T E: S E E 1 3 T H I S �� �� � , B N FOR 150 PLF DRAG LOAD APPLIED � v
<br /> SHEET WHEN PLATE �>>a�.>9> ��� PLIES
<br /> SHEAR TRUSS DESIGN AT TOP CHORD AND TRANSFEftftED
<br /> H E I G H T C H A N G E S °�� � 1 H 1 (6) 0.1 3 1" X 1.5" (4) 0.1 3 1" X 2.5"
<br /> °�o°o a B Y O T H E R S 1 5 0 P�F ,�, T O B O T T O M C H O R D � �
<br /> LOAD PARALLEL TQ = � H2,5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" � �
<br /> TOP CHORD � 1 �DWC15600 - - � �
<br /> � 2 H10-2 (9) 0.148" X 1.5" (9) O.148" X 1.5` �
<br /> ROOF GIRDER TRUSS = ,� ; O � 2
<br /> SNEAR TRUSS DESIGN � PER PLAN ~ � (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. � `� 2 W
<br /> BY OTHERS 150 PLF ~ °' 2 (2) SDWG15600 - - � �, ��
<br /> LOAD PARALLEL TO w ADD FLAT BLOCKiNG `- _ T , ;' PROVIDE 2x8 BOTTOM
<br /> BETWEEN WALL STUDS W 3 (3} SpWC15600 � , CHORD AT GABLE TRUSSES
<br /> TOP CHORD � PROVIDE 2x6 : � OVER PARTY WALLS
<br /> � � ROOF FRAMING PER PLAN BLOCKING BETWEEN � �
<br /> ROOF GIRDER TRUSS � . . -- -
<br /> , , � 8d AT 6" 0 C VERTICALS AT GABLE r-
<br /> � �PER PLAN ��_�-�,--� -�"��--{_�---"� _,_L I_ ��Y . . TRUSSES WITN 2X4 �, �
<br /> c„ r {'_ ,; �'_�Tt�--� ;� ,j_-,j`` ,i`-�'-��' t , 2X VENTED BLK'G. �a �
<br /> �� � p-� �J,f{�{/ ,�/fr-��,, J� BOTTOM CHORD ��
<br /> � �I>���I r " � ' I / /�V'� » �� �
<br /> W f� .� �,, , �� 0.131�� X 3 TOENAIL E r; OVERFRAMING RE: �i
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<br /> � �.!�,� ; r ,�� '� � ;���� ?� AT 6 O.C. �'.` 7/S9.1 NOT SHOWN �
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<br /> ROOF TRUSS PER PLAN ' STRAP TYPE AT SIM.- ,i / ' ,t,/� t ,�r�/� � � �/'�,f,j , , ,1 ,. �,� , s3 2x8 LEDGER W/ 0.25 x 4.5 SDS
<br /> � �� / '' f .' f f ,r j 1 I i ' � �' ' i ;'� !� �i . . . ,<: i�; n
<br /> � ,�'
<br /> , f : tf ,�`;f � � �,, � � , �� ,, , t ,,�� ,+� TRUSSES PER PLAN ,�, ;:, SCREWS C� 12 O.C. STAGGERED � �
<br /> � TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT / , / �* � STRAP TYPE DRAG STRUT , , ; II � // ��t � , „
<br /> � (f �j l �.t� . i I/ I�I / � �1 1 �� y.y�. i3 , �
<br /> NANGER ; U.N.O. PER PLAN ;,, �;° ,/`� ��, ��� » U.N.O. PER PLAN ; A�' �,/`�� � �' � /f , ; � 2x8 LEDGER W/ 0.25 x 4.5' SDS �a; 0.131"X3" TOENAIL � 6 O.C. OR
<br /> /f- � � � � �`' / i°��/'� f ,/�' ---COMMON/GIRDER TRUSS SCREWS C� 12 O.C. STAGGERED [.;,� ��; A35 C� 48 O.C. GABLE TRUSS TO
<br /> ; �__�_�_�_._�.�1..���._.E__.�___�.___ F r , f'� , , f �,, H2.5A & SDWC15600 STYLE „ �� _ „ ((� QJ
<br /> � ��Y___��/;ifr��r1/_.�...�"t_��� PER PL
<br /> LTP4 � 24" O.C. � �' - � AN » » TOP PLAT�S
<br /> ' BEARING AND 0.131 X3" TOENAIL @ 6 O.C. OR �
<br /> , SDWC15600 TO EACH SDWC15600 TO EACH
<br /> WALL BEYOND � TRUSS PLY SHEARWAL� PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE �gEARING/SHEAR WAL� PER A35 4 48" O,C. GABLE TRUSS TO SHEATHING AND NAILING PER �
<br /> SHEAR WAL� PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SNEARWALL SCHED. TYP. �
<br /> SCALE: 3 4" = 1'-0" SHEARWALL PER PLAN SCALE: 3 4 "- 1'-0" (BEAM HEADER AT SIMILAR SCALE: 3/4" = 1'-0�� �
<br /> � TYPICAI� ` � � Q
<br /> 11 DRAG TRUSS TO WA�_ 12 DRA� STRUT TO G RDER TRUSS : 13 DRAG TRUSS TO WA�� 14 TYP. RA SED HEE� T��JSS TO WA�� CON�lECT10�1 15 TR�SSES AT PARTYWAI�� (PERPE�IDICU�AR) , � �
<br /> � -- _ _ _ �
<br /> 8d @ s"o.c. TRUSS TO WALL C�NNEGTION �
<br /> ROOF FRAMING # OF TRUSS ROOF TRUSSES
<br /> CONNECTOR TO TRUSS TO TOP PLATES PER PLAN � ,,Q
<br /> PER PLAN PLIES t , �
<br /> 1 H1 (6) 0.131" X1.5" (4) 0.131" X2.5" rr 1 �
<br /> . •. 8d C� 6,� 1 H2.5A (5) 0.131" X 2.5" ,� ;>
<br /> (5) 0.131 X 2.5 � �
<br /> TRUSS BLOCKWG ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS
<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.
<br /> EA. BRACE 2 (2} H2,5A (5) 0.131" X 2.5' EA. (5) 0.131" X 2.5" EA. SLOTTED HOLE TO ALLOW EA. END � �
<br /> 2X4 EDGEWISE � W/ (2)B 6d 0 NAIL 2 (2) SDWC15600 - _ VERTICAL TRUSS MOVEMENT O �
<br /> C� 24" O.C. EA. END 3 (3) S�WC15600 2X4 C� 48° e-� �
<br /> O
<br /> (6) 12d GABLE END � �J�
<br /> PROVIDE (2} 2X4 TRUSS ADD A35 Q 48"O.C. ROOF FRAMING PER PLAN ,�,� � �
<br /> DIAGONAL BRACE A35 FOR H2.5A AND SDWC
<br /> AT 4' O.G 8d AT 6" O.C. DS DRYWALL STOP '�'
<br /> PER FLAT 2X 12d @ 6" O.C. ' STYLE CONNECTIONS AT 16" O.C. TO WALL � � tC3
<br /> BRACE NOTES 2X VENTED BLK'G. TOP PLATE V L� �
<br /> BELOW:
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<br /> ' � � .,
<br /> �_ . . . . .
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<br /> s_.. � +,
<br /> E �K-�.-.__�. i__.._..- � x �._ __ 1 �
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<br /> �-1
<br /> FLAT 2X BRACE ---�____u_.____.«--- ---------------I �Q � �Q { � r�, �
<br /> } � 1
<br /> �d
<br /> NOTE; DIAGONAL BRACE REQUIRED PANEL EDGE " 12d � 6" O.C. f.N. SEE SHEAR WALL � !� HOLD CEELING FASTENERS � rTl �
<br /> A35 � 24 OR A35 FRAM G SCHEDULE � F�i W
<br /> WHEN CROSSWALLS ARE GREATER THAN NAILING ANCHOR @ 2'-0" 16�� +/- a� BACK FROM WALL TO ALLOW �
<br /> � � � � � H2.5A 8c SDWC15600 STYLE COMMON GIRDER TRUSS
<br /> 8 APART FOR A 2X4 FLAT BRACE O.C. W 8 8d � � I4 TRUSS CHORD MOVEMENT �
<br /> 10' APART FOR A 2X6 FI�AT BRACE _� SEE SHEAR WALL i,
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE -�- --�-- ---,�-- � . _,�t_ -� SHEAR WALL PER PLAN i I3
<br /> NAILS
<br /> TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE � � NONBEARING WALL -�-
<br /> BEARING�SHEAR WALL PER
<br /> PERPENDICULAR PLY PER TABLE ABOVE PL.AN AND SCHEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCA�E: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4° - 1'-0'"
<br /> 16 TRUSS BRACf�1G AT E�lD WA��S 17 SNEAR WA�� TQ TRUSS 18 TYP SHEARWA�� TO TRUSS 19 TYP CA� TRUSS TO WA�� COI�NECTI0�1 20 �10�1BEAR1�1G WAI�� SUPPORT '
<br /> 0 0 0
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