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' . 8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNED FOR 2Xq. W� (2) 0.131" X 3" NAILS
<br /> 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP. 6'
<br /> TOP CHORD AND TRANSFERRED �
<br /> 8d C� 6" O,C. TO BOTTOM CHORD �
<br /> ,,, -
<br /> rt� -
<br /> VENTED BLOCKWG r�} .- �
<br /> �; �
<br /> RE: 19/S9.1 ":�:�
<br /> � (3} 8d TO B�OGK - TYP. ..,.; � �
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<br /> ,,
<br /> TRUSSES PER PLAN rs 1� � � ,r.�
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<br /> � �
<br /> TRUSS PER PLAN �"- 'i` � � � �
<br /> .:� '�; � � �
<br /> � BEAM PER PLAN '�� ��' - � � �
<br /> I2: .��,f � � ^,
<br /> .
<br /> g. 3'- . . '
<br /> �.F.; .; . .
<br /> �t � • . '- � .
<br /> RAFTER PER PLAN ;e; 'k ��_,==:��_: __._.�.__..._ - -�� � �' �
<br /> i1: ..._ . -_�=___ �_-,-.,........�_ ....._.._
<br /> � W LSSU HANGER ___ _ - - _ �:, ,�� U � �
<br /> __.e__4_�____ ___ � _______�._�_�__ _ �;� � �� DIAG. BRACE C� 8 O.C. W/ (6) `-'
<br /> ;;:+ �� 0.131" X 3° TO BLOCK � ° �
<br /> � DRAG TRUSS - DESIGN FOR 150 =a� � � �' �
<br /> PLF DRAG LOAD APPLIED AT vi� �� 0.131°X3" TOENAIL � 6" O.C. � � �
<br /> TOP CHORD AND TRANSFERRED � � �
<br /> TO BOTTOM CNORD SHEATNING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. -� � o
<br /> U 7 r, c�
<br /> f
<br /> � �2 3 TRUSS A�1D RAFTER TO BEA� 4 5 TRUSS DETAI� AT STEP
<br /> a o o � �
<br /> . � � .r _
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SHEATHING/DIARHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUNp RATING
<br /> - TO TRUSSES W/(3) 10d PER 7/59.1 8d � 6"OC INFORMATION PER ARCH. 8d AT 6" O.C. ` �
<br /> �
<br /> PRE-FABRICATED RQOF �- - - -� 2X4 W/ (2) 0.131" X 3" NAILS ' ��
<br /> � GT (3) 8d TO BLOCK - TYP. T0 EACH TRUSS TYP. � � � ` ��" �"
<br /> TRUSS C� 24"OC (TYP.}
<br /> RE: 10/S9.1 FOR FRAMING ANGLE �
<br /> � 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �• �• 's� �; -' �� S �7� N
<br /> (ATTACH TO 2x8 VALLEY @ SHEARWALLS TYP. y�� '' � T ���l �
<br /> MEMBERS W/(4} 8d TN� I I AND FOR BALANCE ''' �' l��' o
<br /> i:�' �:�� � ti � �
<br /> - .. c:s:. .es a � .
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<br /> ( � ��� �;�� � � � ' � � -
<br /> DRAG TRUSS ,;:' i'1 `�?�, �'„� S�' �
<br /> RE: PLAN k� '' ��
<br /> �;. F;; �
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<br /> �$ i� �
<br /> A-'.
<br /> 3 ..&_j
<br /> fi .�1 - .. . . . .. '
<br /> ( I A35 3
<br /> W�(12) 8dX1 1�2" NAILS ���' �����
<br /> i,� �, c� �I�
<br /> )1 fl >) `Y,, �i ('' � p3S 4+-
<br /> � . @ 48 OC k
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<br /> . ( Tv„� .._ ( .. . . z, . : w � � �
<br /> ,
<br /> .131 DIA X1 1 2 _
<br /> _ ___�_�_ _�:-�
<br /> U N 0 PER PLAN
<br /> _ __.___-___-____.-_---____ _ � �_ - -
<br /> . ----___��_LL-e .._.._ `` '� � _w.�_R__ ___ �- a�o
<br /> E�
<br /> _N�________.... �--__ � s _------�______._
<br /> Q �
<br /> PROVIDE BLOCKED � , �I s T Y Q
<br /> _ � -.,--- N �
<br /> ......_�..__�.._.__'_._______� _,., ._.__u. _____..:_
<br /> � _. _.. _.,_ ____�____
<br /> - 2'x4' OPNG FQR TRUSS I ; I �t;i ' i' ______�-- - _ - _ � �
<br /> y� � O N �
<br /> i i;' i i �
<br /> " ''' DIAG. BRACE @ 8' O.C. W 6 ~ �
<br /> ATTIC VENTILATION HANGER � I SNEARWALL TRUSSES PER PLAN .� ,,;; � � ) � �
<br /> PER PLAN EXT. SHEARWALL ;, �7 " " � O
<br /> C O N T I N U E R O Q F S N E A T H I N G P E R P L A N , RE: PLAN `f; { 0.131 X 3 TO BLOCK � p
<br /> U N D E R N E A T H O V E R F R A M I N G. GABLE END WALL/DRAG TRUSS - >a' 3,
<br /> ' PRE-FABRICATION ROOF DESIGN FOR 150 PLF DRAG LOAD �'j ��' 0.131"X3" TOENAIL Q 6" O.C.
<br /> ��, TRUSS @ 24"OC �'- -� APPLIED AT TOP CHORD AND `�
<br /> ��� 2x RAFTER fl 24"OC W/(3) 8d TN C� TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER �
<br /> NOTE: GT HAS BEEN DESIGNED TO TRANSFER o
<br /> \ \\� EA. END (USE 2x4 IF SPAN < 6'-0° SHEARWALL SCHED. TYP. �
<br /> � �� � ' " SCALE: 3 4 = 1'-0" REQUIRED LATERAL LOAD. �,
<br /> � \ GIRDER TRUSS �SE zx6 �F SPAN > 6-0 >. � �� TYP CA� PARA��E� DRAG TRUSSES TYP CA PARA��E� o �
<br /> 6 7 \�� O�ER�RAMIf�G 8 > �
<br /> ��] � TRUSS TO GT CO�I�IECT 0�1 9 AT PARTY WA��S BETWEE�1 BRACIf�G 10 TRUSSES A PARTY V�A�LS
<br /> �� � ��
<br /> �
<br /> 8d � 6" O.C.
<br /> GIRDER/ORAG TRUSS TRUSS TO WALL CONNECTION _ NFORMATION P�ERS�RCH,RATING �
<br /> OVER-FRAMING � . ~ � �
<br /> PER PLAN W CONT. � OF TRUSS `-
<br /> ` NOTE: SEE 13 THIS # CpNNECTOR TO TRUSS TO TOP PLATES GABLE TRUSS RE. MFR, DESIGN � d
<br /> DOUBLE TOP GHORD �>> � � PLIES FOR 150 PLF DRAG LOAQ APPLIEQ m v
<br /> SHEET WHEN P�ATE >_ �' �aim S H E A R T R U S S D E S I G N �`N� AT TOP CHORD AND TRANSFERRED �'
<br /> HEIGNT CHANGES �,oo°oo� BY QTNERS 150 RLF ~ � H1 (6) 0.131" X 1.5" (4) Q.131" X 2.5" TO SOTTOM CHORD � w
<br /> �� LOAD PARALLEL TO = 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" W �
<br /> TOP CHORD � 1 SDWC15600 - - � �
<br /> � 2 H10-2 (9) 0.148" X l.5" (9) 0.148" X 1.5" �
<br /> ROOF GfRDER TRUSS = z �;, �} O i Z
<br /> SHEAR TRUSS DESIGN PER PLAN ~ � ) � ) � )
<br /> 2 2 H2.5A 5 0.131' X 2.5' EA. 5 Q.131' X 2.5' EA.
<br /> BY OTHERS 150 PLF W °' 2 (2) SDWC15600 - - �� '� PROVIDE 2x8 BOTTOM z W
<br /> w ADD FLAT BLOCKING � �� ;,, CHORD AT GASI.E TRUSSES
<br /> LOAD PARALLEL TO = BETWEEN WALL STUDS w 3 (3) SDWC15600 - -
<br /> TOP CHORD v� w PRQVIDE 2x6 ;� k� OVER PARTY WALLS
<br /> � � ROOF FRAMING PER RLAN BLOCKING BETWEEN � !
<br /> �. ROOF GIRDER TRUSS � , ,
<br /> PER PLAN �- i i,_�. _�T o�. . �' 8d AT 6" 0 C .
<br /> VERTICALS AT GABLE
<br /> 6i ,�--;T_,�r--'`�j--��-�� � 2X VENTED BLK'G. TRUSS�S WITH 2X4 t� :, r
<br /> �- � _ -
<br /> � ����-� ��-- - J, f-;-,,�0 ,'r °r ,t` � I� BOTTOM GHORD '�� ;r �
<br /> f ,�j/y� ,� ; -� �. �,,r ; ,r 0.131�; X 3" TOENA{L ;? :; OVERFRAMING R�: �
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<br /> � �,/ " �/ ,���r'j /�,� I � AT 6 O.C. 7/S9.1 NOT SHOWN �
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<br /> 7 f
<br /> ' STRAP TYPE AT SIM. ,� �f;�s � t � ; ; /�;,�� / ' ' ,;� ,' » , � O
<br /> ROOF TRUSS PER PLAN ' ,s �
<br /> , � �,�`��` �° /�. � ; ' ��.°��-; ;.i' �' r; :�; 2x8 LEDGER W/ 0.25 x 4.5' SDS
<br /> � TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT �� � �i / .✓ � ` � i ; ` �f� f``/ ✓� TRUSSES PER PLAN ��# �.;;' SCREWS @ 12" �.C. STAGGERED � �
<br /> , ,/��. ,r r , STRAP TYPE ORAG STRUT , , � .,� �, � „�
<br /> HANGER ; U.N.Q. PER PLAN �'` � .�" � ,�'�.� ,�j 'i I ' �� .�I �f �1 ;� ,> ,> #:;` '° �. �, �, � i�
<br /> , � �� f �. , U.N.O. PER PLAN ; P� ,,�; � , r�%�, , 2x8 LEDGER W/ 0.25 x 4.5 SDS ;; �,, 0.131 X3 TOENAIL C� 6 O.C. OR
<br /> � � ��.5 ���.E��. �-..�1'_�'���__� � � � ,� � � H2.5A & SDWG15600 STYLE „ �4, €:� „ n ,
<br /> �
<br /> � � � � � ,� �� �,/� � . Y d, �:,
<br /> COMM�N/GIRDER TRUSS SCREWS 4 12 O.C. STAGGERED A35 @ 48 O.C. GABLE TRUSS TO �/ �
<br /> LTP4 C� 24" O.C. - ; � � ����----�!���--�--�� ��-�- PER PLAN „ „ >, TOP PLATES
<br /> � � � � � ��. �� �
<br /> ' BEARING AND SDWC15600 TO �ACH SDWC15600 TO EACH 0.131 X3 TOENAIL @ 6 O.G OR �
<br /> WALL BEYOND ! SHEAR WALL TRUSS PLY -- SHEARWAL� PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER A35 Q 48" O.C. GABLE TRUSS TO SHEATHING AND NAILING PER �
<br /> SHEARWALL PER PLAN PLY PER TABLE ABOVE P�AN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP. '
<br /> SCALE: 3/4'� = 1'-0" TYP I C A� SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCAL�: 3 j4" = 1'-0" � �
<br /> � 11 DRA� TRUSS Ta WA�� 12 DRAG STRul TO GIRDER TRUSS 13 DRAG TR�SS To WA�� 14 TYP. RAISED HEE� TRUSS TO WA�� CON�ECT O� 15 TRUSSES AT PARTYWA�L PERPE�DICU �AR � � �
<br /> 0 ❑ ❑ 0 � � .
<br /> _ �+ �
<br /> � sd � s"o.c. TRUSS T0 WALL CONNECTION �
<br /> ROOF FRAMING PORFPLANSSES� � �
<br /> # OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES �
<br /> PER PLAN
<br /> PLIES
<br /> . 1 H1 �
<br /> ' '. 8d � 6° (6) 0.131" X L5" (4) 0.131° X 2.5"
<br /> 1 H2.5A (5) Q.131" X 2.5" (5) 0.131" X 2.5" � � �
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRllSS CLIPS �
<br /> EAUE PER PANEL PER PLAN 2 H10-2 �
<br /> 2X4 BLOCKING ARCH. (9) 0.148" X 1.5' (9) 0.148" X 1.5" AT 48 O.C. W/ NAIL IN (2) 12d
<br /> EA. BRACE 2 X 4 BLKG C� 48" 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. SLOTTED HOLE FO ALLOW EA. END � �
<br /> 2X4 EDGEWISE 2 (2) SDWC15600 - _ VERTICAL TRUSS MOVEMENT �
<br /> � @ 24" O.C. W/ (2) 16d TOENAIL 3 _ 2X4 @ 48" � � � .
<br /> (6) 12d EA. END (3) SDWC15600
<br /> GABLE END � O
<br /> + � �
<br /> PROVIDE (2) 2X4 TRUSS ADD A35 C� 48"O.G. ROOF FRAMING PER PLAN � ,�+
<br /> AT 40N�AC BRACE A35 FOR H2.5A AND SDWG 8d AT 6" O.C. DS DRYWALL STOP ''�
<br /> PER FLAT 2X 12d C� 6" O.C. STYLE CONNECTIONS C� tn
<br /> BRACE NOTES 2X VENTED BL.K'G. AT 16" O.G TO WALL � CC3
<br /> BELOW: TOP PLATE � � �
<br /> _ •
<br /> . •
<br /> . . . .
<br /> � �__��____-__- ___.-_ __ ___._��= �,_ � � �
<br /> _._ _ ..� �` � � ' _ _._..._.__.�;_.:� � _._.______- ---_.__ _.___ �
<br /> ___ �.
<br /> ��..�.- _ ._��._ .�__.,____ _ ! .
<br /> FLAT 2X BRACE � ---- -. _ _�___..�_ ; - �
<br /> �a �,¢ � �� �-+
<br /> = � �
<br /> � 12d � 6" O.C. T.N. SEE SHEAR WALL > £ s �3- HO�D CEILING FASTENERS � � I �(� �
<br /> NOTE: DIAGONAL BRACE REQUIRED i PANEL EDGE A35 C� 24" OR A35 FRAM'G 16 +/-- � i3 BACK FROM WALL TO ALLOW � � ^ w
<br /> � WHEN CROSSWALLS ARE GREATER THAN � SCHEDULE �� , � �
<br /> NAILING ANCHOR @ 2'-0" �
<br /> � � � H2.5A 8c SDWC15600 STYLE / � TRuss eHoft� Mov�M�NT �
<br /> COMMON GIRDER TRUSS
<br /> 8' APART FOR A 2X4 FLAT BRACE 3 NAILS 8 8d SHEAR WALL PER PLAN � � � �
<br /> 10' APART FOR A 2X6 FLAT BRACE � SEE SHEAR WALL
<br /> 12' APART FOR A 2X8 FLAT BRACE SCHEDULE -�- -�-- -�-- ---�-- -v" � -
<br /> PERPENDICULAR TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE BEARING/SHEAR WALL PER NONBEARING WALL -�
<br /> P�Y 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) SCALE: 3/4" - 1'-0"
<br /> 16 TRUSS BRACI�JG AT E�1D WA��S 17 SHEAR WA�� TO T�USS 18 TYP SHEARWA�I� TQ TRUSS 19 TYPICAL TRUSS TQ WAL� �O�1f�ECTI�N 20 �lO�JBEARI�JG WA�� SUPPORT •
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