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8d AT 6" O.C.
<br /> . GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAILS
<br /> 150 PL� DRAG LOAD APPLIED AT `
<br /> TOP CHORD AND TRANSFERREQ TO EACH TRUSS TYP. a
<br /> 8d @ 6" O.C. TO BOTTOM CHORD �
<br /> �;
<br /> . , :"�'9 , � -
<br /> VENTED BLOCKING '3; �
<br /> � R�: 19�S9.1
<br /> ;:;;?
<br /> (3) 8d TO B�OGK - TYP. '`. • �
<br /> 'r;; � �
<br /> ;i +�
<br /> TRUSSES PER PLAN �;�; 1� z � ^
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<br /> TRUSS PER PLAN E. ;� �� ~ �
<br /> �,° �; � � �
<br /> ;�' ;,�, � o
<br /> BEAM PER PLAN
<br /> :;a F.:�' � � C�2
<br /> :ri ,_ �
<br /> RAFTER PER PLAN ':' . . .:.. __._�__� .�a.�__ �: .4�.�__w.__ .s. ___ �._. �.��, ��:.._�,_� � �
<br /> � W� �SSU HANGER � � � �� "
<br /> �. ' W � �
<br /> _. � :
<br /> _. �_�_._.�_�__ ____ _ __ _....�... , ___ ,1 ! r DIAG. BRACE C� 8' O.C, W/ (6) � �
<br /> �� ,".� �� - 0.131" X 3" TO BLOCK C ° �
<br />� DRAG TRUSS - DESIGN FOR 154 �"' `s= � � �
<br /> PLF DRAG LOAD APPLIED AT �_ ` ! 0.131"X3" TOENAIL Q 6" O.C. -+J � ,� -
<br /> TOP CHORD AND TRANSFERRED � z �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWA�L SCHED. TYP. -� � o �
<br /> (� �--� c� .
<br /> � .
<br /> � 0 03 TR�SS A�1D RAFTER TO BEAM 0 05 TR�SS DETAIL AT STEP � � °f �
<br /> � 1
<br /> y }
<br /> 3{
<br /> . '��/ ' ��}�€ � }�
<br /> 2x8 FLAT VALLEY ATTACN OVERFRAMING ROOF SHEATHINGfDIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING �'" ' 4
<br /> TO TRUSSES W/(3) 10d PER 7/59.1 8d C� 6"OC INFORMATION PER ARCH. 8d AT 6" O.G. � � 5� X ' �" ;
<br /> f � i. .
<br /> PRE-FABRICATED ROOF �T �- - - � �'� (3} 8d TO BLOCK - TYP. 2X4 W/ (2) 0.131" X 3" NAILS � ` 5 % E ";r�
<br /> „ � TO EACH TRUSS TYP. \�T�
<br /> TRUSS C� 24 OC (TYP.) ,,.,�-•----
<br /> RE: 10/S9.1 FOR FRAMING ANGLE � �
<br /> 2x8 R1DGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �� "• �j� ;; -� •� 5 �� N
<br /> (ATTACH TO 2x8 VALLEY C� SHEARWA�LS TYP. ' �
<br /> �� rt _._ �f �
<br /> MEMBERS W�(4) 8d TN) ( � AND FOR BALANCE , �; t � ti - �`�� � �
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<br /> I ;`i =; � � �' s-+ ' 'Zv a �
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<br /> DRAG TRUSS °'` '' �`��`��' �
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<br /> RE: PLAN �� ,;;
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<br /> I I A35 `;
<br /> W/(12) 8dX1 1/2" NAIt�S i€' '; o �
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<br /> . _ I . . . . C� 48 OC .�} \ z � .
<br /> (.131 DIA X1 1/2 ) �3 � �
<br /> _ _�_. ._._.,._.._ �_ __.,.._ . >>_____._ __ ___.____�._�R�_ _.�__ ,
<br /> U N 0 PER P�AN
<br /> _w.__. ------:.__ _� _�_ �.____.�_-..____.�_._�__._ ._,�.___ ` ' Q `- '
<br /> ..M_�..�,._._.0 ___.. �,<__�.. ..�._- - __5_; r -"-_:__:_� _�.�.�_,.:_.. _�__�_._�.- ._,`- _,__ �:T...__�-__._ :.- (,� � � N
<br /> PROVIDE BLOCKED � ; �� ��m� � �
<br /> r� �
<br /> I._�.__.�v .__.�.____�__�, I _ �, t, O � �
<br /> ,�>;
<br /> 2'x4' OPNG FOR TRUSS ' �;
<br /> AT11C VENTILATION HANGER ' SHEARWALL TRUSSES PER PLAN "� „3 DIAG. BRACE @ &' Q.C. W/ (6) w �
<br /> EXT. SHEARWALL
<br /> CONTINUE RQOF SHEATHING PER PLAN PER PLAN � RE: PLAN :P; �� 0.131" X 3" TO BLOCK � p
<br /> � GABLE END WALL/DRAG TRUSS - } �: f
<br /> UNDERNEATH OVERFRAMING. PRE-FABRICATION ROOF �_ _ _ _ _ _� DESIGN FOR 150 PLF DRAG LOAD `' `$=- O.t31"X3" TOENAIL Q 6'° O.C. �
<br /> TRUSS � 24"OC APPLIED AT TOP CHORD AND
<br /> 2x RAFTER @ 24"OC W/(3) 8d TN C� NOTE: GT HAS BEEN DESIGNED TO TRANSFER TRANSFERRED TO BOTTOM GHORD SHEATHING AND NAILING PER o
<br /> EA. END (USE 2x4 IF SPAN < 6'-0" „ „ REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP. �
<br /> ��ROER TR�SS USE 2x6 IF SPAN > 6�-0��). SGALE: 3/4 = 1�-o TYP CAI� PARA��E� DRAG TRUSSES TYP�CA PARA �E �
<br /> .
<br /> � o
<br /> 0 [��7 OVERFRA� �1G 8 TR�SS TO GT C0�1�1ECT 0�1 9 AT PARTY WA��S BETWEEf� BRAC NG 10 TR�SSES A PARTY WA��S > � �
<br /> 0 � ❑ W
<br /> �
<br /> 8d C� 6" O.C.
<br /> GIRDERfDRAG TRUSS TRUSS TO WALL CONNECTIC7N NOTE: FIRE AND SOUND RATING Q �
<br /> INFORMATION PER ARCH. �-
<br /> QVER-FRAMING PER PLAN W/ CONT. # OF TRUSS ~
<br /> NOTE: SEE 13 THIS GONNECTOR TO TRUSS TO TOP PLATES GABLE TRUSS RE: MFR, DESIGN � d
<br /> DOUBLE TOP CHORD > i PLIES m c�
<br /> >g g= `'� FOR 150 PLF DRAG LOAD APPLIED �
<br /> S H E E T W H E N P L A T E ��� � �, B.N.
<br /> HEIGHT CHANGES oo a,o0 o S H E A R T R U S S D E S I G N � 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5'
<br /> ' AT TOP CHORD AND TRANSFERRED "'
<br /> ooa BY OTHERS 150 PLF W , „ , „ TO BOTTOM CHORD ~
<br /> � w
<br /> � LOAD PARALLEL TO = 1 H2.5A (5} 0.131' X 2.5 (5) 0.131' X 2.5 � �
<br /> TOP CHORD � 1 SDWC1560Q - - . � �
<br /> ROOF GIRDER TRUSS = 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" 3. O i z
<br /> SHEAR TRUSS DESIGN PER PLAN ~ 2 (2) H2.5A (5) 0.131" X 2.5' EA. (5) 0.131' X 2.5" EA. ,; ; z W
<br /> BY OTHERS 150 PLF W °' 2 (2) SDWC15600 - - ;� ' PROVIDE 2x8 BOTTOM
<br /> w ADD FLAT BLOCKING
<br /> f'
<br /> LOAD PARALLEL TO = w 3 (3) SDWC15600 - - � ; CHORD AT GABLE TRUSSES
<br /> TOP CHORD cn BETWEEN WALL STUDS ,,� PRQVIDE 2x6 ,�' 3 OVER PARTY WALLS
<br /> � �' ROOF FRAMING PER PLAN BLOCKING BETWEEN ��� i
<br /> ROOF GIRDER TRUSS = 8d AT 6" O.C. VERTICALS AT GABLE �
<br /> � PER PLAN s,� ---Y ; �, , �-�, _.�. � ,� __.f� X4 . � f
<br /> F TRUSSES WITH 2
<br /> ~ -° �- `-k>t f_r ,�` �- � ;��'`���,�, 2X VENTED BLK G.
<br /> °' ��-r� p'-� :�`-�- - � BOTTOM CHORD `3 ` �
<br /> W � �l;.���������`f�,.`;���'�,�'�,�f;�:��,;� ,r 0.131�� X 3" TOENAIL ;3 ,� OVERFRAMING RE: �
<br /> �-' � ` �I!' '�f,.�",/'t�! ,�' �'�,,�' ' f�`� �ri AT 6 O.C. 7/S9.1 NOT SHOWN N
<br /> v� i � , ; i � r� ,; t: �,� �,.� � �j�'`�
<br /> - ___� _ ,✓' - FOR CLARITY
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<br /> � �- - �. ,; , ..'�!� � r'� �.#� �`,_,.`;. � �n -'�- � - `��--`� -- i� ' .._.' __-" - --._.._.__.._,«-- J
<br /> �_ ! ' T',s'��;a I J`C�i. ��T- -�-1� T' ��'• .�'� J��';, . � �f! ��1 � . .
<br /> ;.__ ' , . f `; . # . ;: f. � , i�'( r� �... � �'f1¢`"��' ✓' �.� � -
<br /> STRAP TYPE AT SIM. �` , ,� f ,,� .' � � � 6 '.,�;f rt` ` �`.-�,,'� �R }� > , • � �
<br /> ROOF TRUSS PER PLAN ; �;" �°`,' �'`,,� ,r' ' � � ,,r 't `` 1'`; � ,�` ,'' ,.' � �,./ ,� .'�,r' �✓;° °� : 2x8 LEDGER W/ 0,25' x 4.5' SDS �
<br /> � , : r i �' ,.,� � �� ,r' f �.�; �
<br /> ' TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT � f A` �' „/` I�% F''��"j ���d'��'f,�` ; �` �r�'� ��' ��� "` �` ��'#�f TRUSSES PER PLAN ':_' �; ^ CCj �
<br /> HANGER � U.N.O. PER PLAN r � f � � .�' � , � U N 0. PEREP AN G STRUT , , - ,✓ �, , ,� � ,, SCREWS � 12 O.C. STAGGERED
<br /> i f t'r ` � f.,' ��� / ''r .'`� ��'r� .�s i �fif� ,,�?�I' .'t i/� j ! /�i ri ;s.• �# � �
<br /> ; �� / f - ` f f � � �� �` � � ,� � .�' ,�'�;;� 2x8 LEDGER W/ 0.25" x 4.5" SDS �:s ` Q:131"X3" TOENAIL (� 6" O.C. OR �
<br /> � � �___���._r`���� . �' ' ',i' �_'`��� I,��
<br /> ._ �---�. ��- �_ � � �' �' � �� ��� H2.5A 8c SDWC156Q0 STYLE coM�oN/ciROER T�uss ::� ���: , � N
<br /> � i ��' � � � { -� ' '�,yF � � �'�� SCREWS C� 12" O.C. STAGGERED ��� �$s A35 C� 48' O.C. GABLE TRUSS TO �
<br /> LTP4 � 24" O.C. � T ' 1�"__.��..'`�,,�._�'��i �'_e�Lr� �� ''
<br /> ' BEARING AND SDWC15600 TO EACH SDWC15600 TO EACH PER PLAN �
<br /> � » �� � TOP PLATES �
<br /> 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 C� 48" O.C. GABLE TRUSS TO SHEATHING ANp NAILING PER �
<br /> SCA�E: �4" ,- 1'-0" (� SHEARWALL P�R PLAN
<br /> PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP. �
<br /> TY�II.�A� SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMI�AR) SCALE: 3/4° = 1'-0" �
<br /> 11 DRAG TRUSS TO WA�� 12 � DRAG STRUT TO G RDER TRUSS 13 DRAG TR�SS TO WA�� 14 TYP. RA SED HE � TR�SS TO WA�� CON�IECT ON � 5 TR�JSSES AT P � �
<br /> � 0 0 E ARTYWA�� PERPE�ID���J �AR
<br /> ❑ 0 � � .
<br /> _ _ � �
<br /> 8d c� s"o.c. TRUSS TO WALL CONNECTION �
<br /> ROOF FRAMING P�ER�PLANSSES O
<br /> � OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES � �
<br /> PER PLAN
<br /> PLIES
<br /> . 1 H1 {6) 0.131" X1.5" (4) 0.131" X2.5" �
<br /> � •� 8d @ 6"
<br /> 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" � � �
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600 - - STD ROOF TRUSS CLIPS r , ' ��}
<br /> EAVE PER PANEL PER PLAN `'� M-� '
<br /> 2X4 B�OCKING ARCH. 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 /> 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 /> VERTICAL TRUSS MOVEMENT O O
<br /> C� 24 E Do C I S E W/ (2) 16d TOENAIL 2 (2) S D W C 1 5 6 0 0 _ _ 2X4 @ 48" O � �
<br /> (6) 12d EA. END 3 (3) SDWC15600
<br /> GABLE END � �
<br /> �Rovi�� (�) zx4 r�uss �
<br /> � �
<br /> DIAGONAL BRACE �
<br /> AT 4' O.C. A35 ADD A35 � 48"O.C. ROOF FRAMING PER PLAN
<br /> FOR H2.5A AND SDWC �� � �
<br /> 8d AT 6" O.C. DS QRYWALL STOP
<br /> PER FLAT 2X
<br /> 12d � 6 O.C. STYL� CONNECTIONS AT 16" O.G. TO WALL ��r , � R3 -
<br /> BE OW; NOTES 2X VENTED BLK'G. TOP PLATE • �.�/ � �
<br /> ��__�_,_ __._.----_.� �__- ___ -__ �_T�_. . '- - -,�= � � }; .
<br /> .__._._.�_� .�_. __ ._�.. _.
<br /> _ _ __ _ �. �,
<br /> ;
<br /> �, ; _.____ _,___ ; ____ � �
<br /> � __ - _ ___ _ __- _ __� _ _._��.Xw � �, � �� � � � �
<br /> FLAT 2X BRACE 1 ,> � � �� �- � �� jl 4�
<br /> SEE SHEAR WALL '� HOLD CEILING FASTENERS ' � �
<br /> NOTE: DIAGONAL BRACE REQUIRED � 12d � 6 O.C. T.N. ; �' � �
<br /> � PAN�L �DGE A35 @ 24" �� � r� � i � [� �
<br /> WHEN CROSSWALLS ARE GREATER THAN ; OR A35 FRAM G SCHEDULE � � I �3 f �
<br /> NAILING > > 16' + - F BACK FROM WALL TO ALLOW ' ^
<br /> 8' APART FOR A 2X4 FLAT BRACE ' ANCHOR � 2-0' H2.5A & SQWC15600 STYLE l ' �' '� �
<br /> � O.C. W/ (8) 8d COMMON/GIRDER TRUSS ' ;� TRUSS CHORD MOVEMENT �� �I
<br /> ,�
<br /> SHEAR WALL PER PLAN � ;� ��
<br /> 10' APART FOR A 2X6 FLAT BRACE � SEE SHEAR WALL NAILS ' �' NONBEARING WALL ��
<br /> 12' APART FQR A 2X8 FLAT BRACE SCNEDULE �- �`- �- �- -V�- �,r-
<br /> PERPENDICULAR TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE BEARING/SHEAR WALL PER �
<br /> PLY PER TABLE ABOVE PLAN AND SCHEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4" = 1'-0"
<br /> $CALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" - 1'-0" _
<br /> 16 TRUSS BRACING AT E�1D WA��S 17 SHEAR WA�� TO TRUSS 18 TYP SNEARWA�� TO TRUSS 19 TYP CA�. TRUSS TO WA�.L CQ�1�lECT 0�1 20 �10�1BEAR1�1G WA�� SUPPORT •
<br /> 0 0 0 0
<br />
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