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<br /> 8d AT 6" Q.C.
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAfa S
<br /> 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERREQ �
<br /> �
<br /> 8d C� 6" O.G. TO BOTTOM CHORD �
<br /> `ra
<br /> ,.�, . Q,
<br /> VcNTED BLOCKING ''' 2
<br /> �3.1 ``
<br /> RE: 19/S9.1 ��
<br /> ,� � (3) 8d TO BLOCK - TYP. �f��; / �'
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<br /> ;,�9 � �
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<br /> TRUSSES PER PLAN �°�;; 1� z � � •
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<br /> TRUSS PER PLAN - i' ':�j � � �
<br /> BEAM PER PLAN 3�i '�' � .� o
<br /> . . . . . . . . . . . . . . iF . . Tc ,_ .,- --
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<br /> RAFTER PER PLAN ��:,� �� r;:: � �
<br /> Wf LSSU HANGER � � � �`
<br /> . ,� t 3 �� � �
<br /> �,�:�a._���:s���: - _--a--- -_� ��___ _ _._ ��,� ,: DIAG. BRACE � 8' O.C. W/ (6) � •-•
<br /> :.�� rs� �
<br /> ;`;} z�; 0.131° X 3" TO B�OCK � ° �
<br /> � DRAG TRUSS - DESIGN FOR 150 �; 3� � G � �.
<br /> �� f�.�i rr » a x
<br /> PLF DRAG LOAD APPLIED AT �t� $�_ 0.131 X3 TOENAIL (� 6 O.C. +' � �
<br /> TOP CHORD AND TRANSFERRED � � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYR. � � �
<br /> ; t ... .
<br /> �1 2 3 TRUSS A�1D RA�TER TO BEANI 4 5 TRUSS DETA � AT STEP � ; �--- �;
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<br /> � � fr r- �
<br /> 2x8 F�AT VALLEY ATTAGH OVERFRAMING ROQF SHEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUNQ RATING � r
<br /> TO TRUSSES W/(3) 10d PER 7/59.1 8d @ 6"OC WFORMATION PER ARCH. 8d AT 6" O.G. �"
<br /> � 'E � �
<br /> 2X4 W/ (2) 0,131" X 3" NAILS '
<br /> �- - - - --� 3 8d TO BLOCK - TYP. �.. .... : ... �_: . :�< .,,.:
<br /> PRE-fABRICATED ROOF � �T � ) TQ EACH TRUSS TYP. ,
<br /> � TRUSS Q 24"OC (TYP.} �
<br /> RE: 10/S9.1 FOR FRAMING ANGLE
<br /> I 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES ' „j a . ' . 5 �� N
<br /> (ATTACH TO 2x8 VALLEY 0 SNEARWALLS TYP. ''° �T ^ � `%��j� o
<br /> E'� " l � �
<br /> AND FOR BALANCE ;: .�� ti � �a
<br /> � MEMBERS W�(4) 8d TN} � , } �� . � �
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<br /> DRAG TRUSS �9�� �3 ?�, �� S� r1
<br /> RE: PLAN K�'' _a`, �T�
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<br /> � `ii
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<br /> ( A35 }�_ �1 �
<br /> W/(12) 8dX1 1/2" NAILS ;t, �,
<br /> � (.131 DIA.X1 1�2 } @ 48'OC ��z � w z �
<br /> » ,� , ��, E�! � � �
<br /> l ' ' ( U.N.O. PER PLAN -�
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<br /> -- PROVIDE BLOGKED ��ti .
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<br /> � ____ __ - , F f! =1 a � M �
<br /> > , = s,�; �<< � � �
<br /> 2 x4 OPNG FOR TRUSS ( `s �-� �;; ,
<br /> AT11C VENTILATION HANG�R j SHEARWALL TRUSSES PER PLAN };� E;� IO �
<br /> EXT. SHEARWALL I DIAG. BRACE � 8 4.C. W 6 �
<br /> CONTINUE ROQF SHEATHING PER PLAN RE: PLAN -�.i #; 0.131" X 3" TO BLOCK � p
<br /> PER PLAN � GABLE END WALL/DRAG TRUSS - i;• ;+ � �
<br /> UNDERNEATH QVERFRAMfNG. rs{ k' , „ „
<br /> PRE-FABRICATfON ROOF DESIGEV fOR 150 PLF DRAG LOAD =�=� °��- 0.131'X3 TOENAIL @ 6 O.C.
<br /> APPLIED AT TOP CHORD AND �
<br /> TRUSS � 24"OC \'- -� �
<br /> 2x RAFTER @ 24"OC Wf(3) 8d TN @ NOTE: GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTOM CHORD SHEATHING AND �IAILING PER �
<br /> \ EA. END (USE 2x4 IF SPAN < 6'-0" _ _ REQUIRED LATERAL LOAD. SHEARWALL SCHED, TYP. o
<br /> � GfRDER TRUSS USE 2x6 IF SPAN > 6'-0" . SCALE: 3/4" - 1' 0" z
<br /> � _ TYP CA� PARAL�E� D�AG TRUSSES TYP CA PARAL�E� Q o .
<br /> � � [� OVER�RAMI�IG 8� TRUSS TO GT CO�I�IECT 0�1 [�9 AT PARTY WA��S BETWEEI� BRACI�JG 1 Q TR�SSES A PARTY WA��S ~ �
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<br /> 8d � 6° o.c. TRUSS TO WA�L CONNECTION Q �
<br /> GIRDER f DRAG TRUSS N�FORMATION P�ERS�ARCN,RATWG
<br /> OVER-FRAMING PER PLAN W/ CONT. # QF TRUSS ~
<br /> DOUBLE TOP CHORD NOTE: SEE 13 THIS j a �� CONNECTOR TO TRUSS TO TOP PLAT�S FORL15QRPLF DRAG�LOAD APPLIED m Q
<br /> S H E E T W H E N P L A T E aa'��'� PLIES
<br /> HEIGHT CHANGES o 00 �oo y S H E A R T R U S S D E S I G N � � � � �
<br /> �� o� BY OTHERS 150 P�F ,,� 1 H1 6 0.131" X 1.5" 4 0.131" X 2.5" AT TOP CHORD AND TRANSFERRED � w
<br /> oo� � >, „ „ ,� TO BOTTOM CHORD � �
<br /> LOAD PARALLEL TQ z 1 H2.5A (5) 0.131 X 2.5 (5) 0.131 X 2.5 � �
<br /> TOP CHQRD � 1 SDWC15600 - -
<br /> � � � �
<br /> 2 H10-2 (9} 0.148" X 1.5" {9) 0.148" X 1.5' �
<br /> � ROOF GIRDER TRUSS s li �� � i 2 �
<br /> SHEAR TRUSS DESIGN PER PLAN ~ 2 (2) H2.5A (5} 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. �; = 2 �
<br /> � BY OTNERS 150 PLF ~ °' ? (2} SDWC15600 - - ��
<br /> � LOAD PARALLEL TO w ADD FLAT BLOCKING `� _ _ t; ; CHORD ATXGABQET�USSES
<br /> w 3 (3) SDWC15600
<br /> TOP CHORD c=n BETWEEN WALL STUDS W PROVIDE 2x6 ' � OVER PARTY WALLS
<br /> � � ROOF FRAMING PEft PLAN BLOCKWG BETWEEN � °_
<br /> RQOF GIRDER TRUSS � � 8d AT 6" O.C, VERTICALS AT GABLE
<br /> PER PLAN f- ,-�-�--�,--�-,,�-� ,y �,7f�-� _ _ ;;
<br /> ' ' �' ' ��' 2X VENTED BLK,G TRUSSES WITN 2X4
<br /> � �`'-�- ''_-'� f-''�-'r-�' -'---- - -� BOTTOM CHORD 'i ; -i�
<br /> �" � �� � f' s�` _�-i. � �;� �✓i� .
<br /> W ; � �'�� .�`� f `��i� ,r f'� { �;{ _ 0.131° X 3" TOENAIL ' ` OVERFRAMING RE: �i
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<br /> � 'f� � � r ��� � � � ,.�/(�� `?� - �_ -� AT 6" O.C. ' � 7�S9.1 NOT SHOWN �
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<br /> STRAP TYPE AT SIM. � � � ,�' f j ���` �� , ,/ ,,� // y';,�`� ��,., ° �j 2x8 LEDGER W/ 0.25 x 4.5 SDS
<br /> , ROOF TRUSS PER PLAN � � �"� ,<f';�`' f=°��'`� �Is°l. ` � � /� ,� � �,: �" � N
<br /> '� � ; ;/t ���"J �.! /� ; TRUSSES PER PLAN r ��
<br /> i TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT ; � � �� r� /<� f .�`� STRAP TYPE DRAG STRUT ; ; �' ,�!J J:`�,f'i ;� ' ;3', 5�f},! �#:� SCREWS C� 12 O.C. STAGGERED •
<br /> ' �f ��`f,� ! °� � (f�� � . � i i.'� J ./� �'f iI , � � i� n n °;�; ri v � � � .
<br /> HANGER � U.N.O. PER PLAN � � U.N.O. PER PLAN �� � ,� / � �.%`� 2x8 LEDGER W/ 0.25 x 4.5 5DS �y, �� 0.131"X3 TOENAIL C� 6 O.C. OR
<br /> � � � � � � g.,� � � ./ ��./ ,ff`', � , i � /,f�� J i 7 , - � �, �i, E:s
<br /> ; �_ ���'�'�`_.,�._��'f�,_.�W_aw���_�'I,�� � ��' � � ,� ��� � � , ,, H2.5A & SDWC15600 STYLE coMMON c�R�ER TRuss �, �� :.s �� Q,,� 4,
<br /> � " (� � _� /�/� � r� ���` ,/f'�../ fj� � SCREWS C� 12 Q.C. STAGGERED 4y� �3 A35 @ 48 O.C. GABLE TRUSS TO
<br /> LTP4 � 24" O.C. j J r ' 'F..N._1 0:/;��'�__,�� t.___.��-�� PER PLAN , „ TOP PLATES Q
<br /> ' BEARING AND SDWC15600 TQ EACH SDWC15600 TO EACH 0.131"X3' TOENAIL C� 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 SHEATNING AND NAILING PER �
<br /> I SHEARWALL PER PLAN PLY PER TABLE ABOVE --- PLAN AND SCNEDULE TOP PLATES SNEARWALL SCHED. TYP.
<br /> SCALE: 3/4" = 1'-0" TYP l C A� SCALE: 3/4 '�= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0" � �j
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STRUT TO G RDER TR�SS 13 DRAG TRUSS TO WA�� 14 TYP. RAfSED HEE� TRUSS TO WA�� C0�1�1ECT 0�) 15 TRUSSES AT PARTYWA�� PERPE�IDICU �.AR � �
<br /> 0 ❑ 0 � � � � . �
<br /> �
<br /> _ ad @ s"o.c. _ TRUSS T0 WALL CONNECTION �� �
<br /> ROOF FRAMING # OF TRl1SS ROOF TRUSSES
<br /> CONNECTOR TQ TRUSS TO TOP PLATES PER PLAN � �Q
<br /> � PER PLAN PLIES c , �'��
<br /> , •, 8d Q 6,�
<br /> 1 H 1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" �'�
<br /> 1 H 2.5 A (5) 0.1 3 1" X 2 5" (5) Q.1 3 1" X 2.5" � i�
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - -
<br /> 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 X 4 BLKG @ 48" 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 2 (2) SDWC15600 - _ VERTICAL TRUSS MOVEMENT �
<br /> {� 24" O.C. EA. (ENp16d TOENAIL 3 (3) SDWC15600
<br /> _ _ 2X4 C� 48° � �,'
<br /> O
<br /> (6) 12d GAB�E END Qy b�q
<br /> PROVIDE (2) 2X4 TRUSS �� � �''�.,
<br /> DIAGONAL BRACE A35 FOR H2 5A�ANDo DWC ROOF FRAMING PER PLAN
<br /> AT 4 O.C. „ 8d AT 6 O.C. DS DRYWALL STOP
<br /> 12d � 6 O.C. STYLE CONNECTIONS �
<br /> �
<br /> PER FLAT 2X AT 16" O.C. TQ WALL � � �
<br /> B�RA�C�E. NOTES TOP PLATE � �
<br /> 2X VENTED BLK'G. � �
<br /> � � �
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<br /> __._ .��___._�.�_. ____.._ ___.__� -,._.
<br /> __� .�____�_._______�_�..e__„w_..�.. ..� _____.��_�,�_. ___. _ __.....�._�__ - _._._ --
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<br /> �� --_--_-- ----.A '. �Q ' �¢ � i �
<br /> I ���_-�_-- -- --�- ; � I � ,� � a�
<br /> FLAT 2X BRACE � 12d C� 6" O.G. T.N. SEE SHEAR WALL �° HOLD CEILING FASTENERS i� i � �
<br /> NOTE: DIAGONAL BRACE REQUIRED � PANEL EDGE A35 C� 24" OR A35 FRAM G SCHEDULE 16" + - BACK FROM WALL TO ALLOW � � w
<br /> WHEN CROSS4VALLS ARE GREATER THAN ' NAILING ANCHOR Q 2'-0"
<br /> H2.5A 8c SDWG15600 STYLE coMMON ciROER TRuss � � �` T i� �
<br /> 8' APART FOR A 2X4 FLAT BRACE � O.C. W/ (8) 8d � RUSS CHORQ MOVEMENT ( I�
<br /> _
<br /> 10' APART FOR A 2X6 FLAT BRACE ; SEE SHEAR WALL ;
<br /> NAILS SHEAR WALL PER PLAN � �� ��
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE �� -J� �� -� �`- -�/L-
<br /> TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE NONBEARING WALL -��--'-
<br /> BEARING/SHEAR WALL PER
<br /> PERPENDICULAR PLY PER TABLE ABOVE P�AN AND SCHEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4" = 1'-0° SCALE: 3 4 "= 1'-0" (BEAM/HEADER AT SIMILAR
<br /> � � SCALE: 3/4" = 1'-0"
<br /> 16 TR�SS BRAC �1G AT END WA��S 17 SNEAR WA�� TO TRUSS 18 TYP SHEARWA�� TO TRUSS 19 TYP CA� TRUSS TQ WA�� CO�J�IECT OI� 20 �IONBEARI�lG WA�� S�PPORT "
<br /> 0 0 0 ❑ �
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