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r�' ;
<br /> 8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAII�S
<br /> 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP. °'
<br /> TOP CHORD AND TRANSFERRED �
<br /> �
<br /> 8d C� 6° O.G. TO BOTTOM CHORD �
<br /> y„y
<br /> -r�
<br /> 1,1 �
<br /> VENTED BLQCKING '�` �
<br /> RE: 19/S9.1 "�� -
<br /> �(3) 8d TQ BLOCK - TYP. '.���� ' �
<br /> �
<br /> t�; U ,;->
<br /> �:}:;
<br /> TRUSSES PER PLAN �F,� 1� z � �
<br /> -3 f tii
<br /> {i' �'4f
<br /> / =j�'1 '��•� ) �
<br /> �',i i i Q �
<br /> E R,' >3.� � .. � �
<br /> i'j�� .,�,� I O1^
<br /> i'k� I'�'�� � U✓
<br /> TRUSS PER PLAN 4'` �' � � �
<br /> ��,
<br /> ��� � � �
<br /> �;� r;
<br /> BEAM PER PLAN �;, ;A' _ � _,_, o
<br /> RAFTER PER PLAN �t� � - - - � �
<br /> b�, .___u __�___��..__�__ _ _.__.________ m
<br /> , � �r� �
<br /> _; �.r.� � � �
<br /> W/ LSSU NANGER � � `''
<br /> �,; „ W U� �
<br /> �__.._---__ , __� � ------ ---___,___.._----- ---- r� �i� � DIAG. BRACE @ 8' O.C. W� (6) �-+ �-'
<br /> .,.; �§
<br /> i;;".: :�i 0.131" X 3° TO BLOCK � ° �
<br /> DRAG TRUSS - DESIGN FOR 150 �x,' ��� � � � .
<br /> P L E D R A G L O A p A P P L I E D A T -�� �•g�, 0.131"X3" TOENAIL Q 6" O.C. -�-� � �
<br /> TOP CHORD AND TRANSFERRED � � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER
<br /> SHEARWALL SCHED. TYP. � � o
<br /> � 2 3 TR�SS A�ID RAFTER TO BEAM 4 � TRUSS DETAI� AT STEP : E-- : �
<br /> 0 �� 0 � :
<br /> / � :�. ;fi�
<br /> .._.. t 1 u ; �i
<br /> 2x8 FLAT VALLEY ATTACH OVERFRAMWG RQOF SHEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND SOUND RATING , �� � ;
<br /> -� TO TRUSSES W 3) 10d 8d AT 6' O.G. 7 f
<br /> - -� �� PER 7/59.1 8d C� 6"OC INFORMATION PER ARGH. �
<br /> PRE-�ABRICATED ROQF �- -' ^'� 3 8d TO BLOCK - TYP. 2X4 W/ (2} 0.131" X 3" NAILS ' `
<br /> � GT � � TO EACN TRUSS TYP.
<br /> TRUSS C� 24"OC (TYP.)
<br /> RE: 10/S9.1 FOR FRAMING ANGLE � `Q
<br /> 2x8 RIDGE BEAM / ATTACHMENT BETWEEN (2) 2X BRACES '� '� �`_ �; �' •' S ��� \
<br /> (ATTACH TO 2x8 VALLEY ( I C� SHEARWALLS TYP. r}' '`�
<br /> l� o
<br /> MEMBERS Wf(4) 8d TN) AND FOR BALANCE �3 k{ ,� r �
<br /> ;
<br /> �, �, l��
<br /> i i4 � Vl � �
<br /> i�i;- f P�3 .�
<br /> . I T .�3 � � � `�� a �
<br /> �;� ,r; 1� �' o ` o
<br /> k�=� �� � � � r�ti
<br /> � � �� � DRAG TRUSS �,' "E�; `�?��' �' �
<br /> a!J �
<br /> � RE: PLAN z�; ;;± ,�
<br /> -_- I �s, �� I I
<br /> ( I A35 �� �3;
<br /> W�(12) 8dX1 1�2" NAIt�S �;�' ��;� o ,
<br /> � (.131"DIA.X1 1/2°� C� 48"OC �4; ;Y; w CO z �
<br /> ( i� = U.N.O. PER P�AN . . . . . . . . _ ` `_: h �. � o
<br /> . .
<br /> �� _
<br /> .
<br /> ;�
<br /> ¢
<br /> �
<br /> __ _._.___.,__w______� ---. ___ _�_.__�._�_ --- -_�_ w__„�.�_._______. �._.__z. _ _ _.__� __ __ _______ _., _�___,_ _____--_-
<br /> T._.____��__. :_�____.__�..�_____ _..._. ��___ -�_--�___.�:___ _- t -- �y �1 `- �
<br /> PROVIDE BLOCKED -�� � N
<br /> _.:.' cV
<br /> _ .��� � .__ �.. =_�__a...�, __ . v �_�. _.�� _._ . �
<br /> - � ��.i I r'� .LC�
<br /> I �. I 3!� �i,� . .. Q �
<br /> 2'x4' OPNG FOR TRUSS k"� '' DIAG. BRACE @ 8' O.G W/ (6) � �
<br /> ATTIC VENTILATION HANGER � TRUSSES PER PLAN '
<br /> EXT. SHEARWALL � SH�ARWALL '�; �3 ;.� �
<br /> CONTINUE ROOF SHEATHING PER PLAN � RE: PLAN ��' � p
<br /> PER PLAN ti�; 0.131 X 3 TO BLOCK � p
<br /> � ti
<br /> U N D E R N E A T H O V E R F R A M f N G. � GABLE END WALL/DRAG TRUSS - "•� i°
<br /> PRE-FABRlCATION R04F �_ _ _ _ _ _� DESIGN FOR 150 PLF DRAG LOAD ���•� `;'- 0.131"X3" TOENAIL @ 6" O.C.
<br /> APPLIED AT TOP CHORD AND �
<br /> ��� TRUSS C� 24"OC �
<br /> 2x RAFTER � 24"OC W/(3) 8d TN � TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER �
<br /> \ � , ,> NOTE: GT HAS BEEN DESIGNED TO TRANSFER
<br /> �� EA. END (USE 2x4 IF SPAN < 6-0 „ , , REQUIRED LATERAL LOAD. SHEARWALL SCHED. TYP. o
<br /> GIRDER TRUSS USE 2x6 IF SPAN > 6�-0��). SCALE: 3/4 = 1 -0� _ TYPICA� P�RA��E� DRAG TRUSSES TYP CA PARA��E�
<br /> o �
<br /> � ��7 OVER�RAM �1G 8 TRUSS TO GT CO�1�lECT 0�1 9 AT PARTY WA��S BETWEE�I BRACII�G 10 TRUSSES A PARTY WA��S ~ O �
<br /> ❑ ❑ >
<br /> �
<br /> W
<br /> 8d Q 6" o.c. TRUSS TO WALL CONNECTION � Q �
<br /> GIRDER/QRAG TRUSS N ORMATION PERSARC�,RATING
<br /> OVER-FRAMING PER PLAN W/ CONT. # OF TRUSS GABLE TRUSS RE: MFR DESIGN � Q
<br /> D O U B L E T O P C H O R D NOTE: SEE 13 THIS �� �.� P L I E S GONNEGTOR TO TRUSS TO TOP PLATES ' m U
<br /> ��b+ F O R 1 5 0 P L F D R A G L O A D A P P L I E D �
<br /> SHEET WHEN P�ATE s�� �� �•N•
<br /> H E I G N T C N A NG ES o0 0 0° -SHEAR TRUSS DESIGN � � � � � >, �'
<br /> o B Y O T H E R S 1 5 0 P LF � H 1 6 0.1 3 1;; X 1.5� 4 0.1 3 1;; X 2.5 AT TOP CHORD AND TRANSFERRED �
<br /> � �� LOAD PARAL�EL TO = 1 H2.5A (5) 0.131 X 2.5 (5) 0.131 X 2.5 T O B O T T O M C H O R D W �
<br /> �
<br /> TOP CHORD � 1 SDWC15600 - -- n- �
<br /> ROOF GIRDER TRUSS � � H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" �; ; �
<br /> SHEAR TRUSS DESIGN � PER PLAN (2) H2.5A (5) 0.131" X 2.5" EA. (�) 0.131" X 2.5" EA. ,� `, � � � �
<br /> BY OTHERS 150 PLF W °' 2 (2) SDWC15600 - - is ��' PROVIDE 2x8 BOTTOM
<br /> LOAD PARALLEL TO � ADD FLAT BLOCKING _ _ �' :� CHORD AT GABLE TRUSSES
<br /> TOP CHORD c=n '� 3 (3 SDWC15600 #-; ,
<br /> BETWEEN WALL STUDS ,� ) :,
<br /> PROVfDE 2x6 �� � OVER PARTY WALLS
<br /> � � ROOF FRAMING PER PLAN BLOCKING BETWEEN �''
<br /> ROQF GIRDER TRUSS = . 8d AT 6" O.C. VERTICALS AT GABLE
<br /> PER PLAN �-- ��._..���_�1,.�.�..f,._;,�. :� �1 {�_T . . TRUSSES WITH 2X4 . . ;e __
<br /> p� � � �_,�'_ ,��� �� Jr �_ .i' _.T :f ,�� 4� ,��` .-� � 2X VENTED BLK G. i-� �� -�--�
<br /> :� ,,-� � ,.�--�-- -;-, ; �-� ��;;� BOTTOM CHORD §; ,
<br /> � � f f<'�,�'�° �,��j�'��f��' �'�,;� _7 � 0.131" X 3" TOENAIL s� ; QVERFRAMING RE: �
<br /> � , � f,, �,,� ���./�'�✓�Y./'� ,f�,� AT 6° O.G ; 7/S9.1 NOT SHOWN �
<br /> - i-; � �.�,��`` r :� � ` ;,�'�;°,��,/; .� -- ,
<br /> (� FOR CLARITY
<br /> m,_.�. -r-- -- S
<br /> �----__ ' �- --- ------- ------- f�-r .�--a . -J1 _r__/ 'j
<br /> . . .i�`�. �� i `L.+'" I+ �i
<br /> . . I�1_ ti-� f' i i' _
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<br /> . . . . . . . .r . f . . .. / t' �-/ ,J�f i . . . t/ Y� • �. � /' } �: � . . . . . . . . . . . . .. . . . _ _ _...__��_ _ � ................s,.._ ` ,
<br /> 1 ,� , _s__ / � _ X t/vy'� �� � �-� .
<br /> '�' __ �� �� J���` 1,'I�". �j i �`j�"' 'r�r���i�� / i ����� ' ! � .��J O
<br /> r�
<br /> ; � f / ,� 2x8 LEDGER W/ Q,25 x 4.5 SDS �
<br /> STRAP TYPE AT SIM. � ��� ���' ; ' , .� /�� r,���s``r � s: ,.,
<br /> » »
<br /> RQOF TRUSS PER PLAN � � ��/ � � � ,�/�� � � f }f � � #i • �
<br /> ; TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT ��'� � ,F'r�'�` ,��°"�/f ,:� , � � STRAP TYPE DRAG STRUT ; %;`�f` �f i�;�''� //'� �'� TRUSSES PER PLAN t� ��� SCREWS @ 12" O.C. STAGGERED �
<br /> i / �1` � d �.. � . . . . � �f � ���! i i r �r F'ti 'i n ir » � � '
<br /> HANGER ; U.N.O. PER PLAN -- ��f� �� ; � ,, U.N.O. PER PLAN � ., � � � �I 2x8 LEDGER W/ 0.25' x 4.5 SDS �� �,,
<br /> 0:131 X3 TOENAIL C� 6 O.C. OR
<br /> ; t �,_.._<.��._�L`��, �.�.._.�'��!,�_� r � � �_�� �r� f � .�� H2.5A 8c SDWC15600 STYLE COMMON/GIRDER TRUSS » a: x� » Q, 4,
<br /> � r � r �r ,� �,� �z
<br /> ' � � � � ��, �;>pF�� � � �,L �i SCREWS C� 12 O.C, STAGGERED ,,,� �� A35 @ 48 O.C. GABLE TRUSS TO
<br /> LTP4 � 24" O.C. I 2.z.,__ _.,_.,-'_��_.��.�.�._ _. f , „ » TOP PLATES
<br /> ' BEARING ANQ SDWC15600 TO EACH SDWC15600 TO EACH PER PLAN �
<br /> 0.131'X3 TOENAIL C� 6 O.C. OR �
<br /> WALL BEYOND � SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE �EARING/SHEAR WALL PER A35 @ 48" O.C. GABLE TRUSS TO SHEATHING AND NAILING PER �
<br /> SCALE: 3 4" = 1'-0" SHEARWALL PER PLAN PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWA�L SCHED. TYP.
<br /> TYP C A� SGALE: 3/4 "= 1'-0" (BEAM f HEADER AT SIMII AR) $CALE: 3/4" = 1'-0" � �j
<br /> 1 � DRAG TR�SS TO WA�� 12 DRAG STR�T TO GIRDER TRUSS 13 DRAG TR�SS TO WA�� 14 TYP. RA SED HEE� TRUSS TO WA�� CO�I�lECT10�1 � 5 TR�JSSES AT PARTYWA�� PERPENDICU �AR � �
<br /> Q ❑ ❑ � �� � � .
<br /> � �
<br /> 8a � s"o.c. TRUSS TO WALL CONNECTION �
<br /> ROOF FRAMING P�RFPLANSSES � O .
<br /> PER PLAN # OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES �
<br /> PLIES c ' .
<br /> , 1"��
<br /> 8 a@ � 1 H 1 {6) 0.131" X 1.5" (4) Q.131" X 2.5"
<br /> 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5° � �
<br /> TRUSS BLOCKING ROOF TRUSSES 1 SDWC15600
<br /> STD ROOF TRUSS CLIPS �
<br /> - EAVE PER PANEL PER PLAN 2 H10-2 AT 48" 0<C. W/ NAIL IN (2) 12d �.�.�..�
<br /> 2X4 BLOCKING ARCH. (9) 0.148" X 1.5" (9) 0.148" X 1.5"
<br /> EA. SRACE 2 X 4 BLKG U 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 O �
<br /> 2X4 EDGEWISE 2 (2) SDWC15600 - _ VERTICAL TRUSS MOVEMENT �
<br /> „ W/ (2) 16d TOENAIL
<br /> (6) 12d t� 24 O.C. EA. END 3 (3) SDWC15600 - - 2X4 C� 48" �i �,'
<br /> � O
<br /> GAB�E END � Q� �
<br /> PROVIpE (2) 2X4 TRUSS
<br /> DIAGONA� BRACE ADD A35 � 48"O.C. ROOF FRAMING PER PLAN
<br /> AT 4' O.C. A35 FOR H2.5A AND SDWC
<br /> 12d � 6" O.C. � - STYLE CONNECTIONS � � �
<br /> PER FLAT 2X 8d AT 6" O.C. DS DRYWALL STOP �T�
<br /> AT 16° O.C. TO WALL +� CC3
<br /> BRACE NOTES 2X VENTED BLK'G. TOP PLATE � � �
<br /> BELOW:
<br /> �, --� • t--� � �
<br /> -__Y__.__ - � - __-- } � _ _ �.,�' �
<br /> _ � ________ .___�_�.___ �______��_ _ _ w
<br /> �----_ �_-- __ _ _ �__�
<br /> --, � �,
<br /> �� --.-------- _.___�- ----�_. ¢ x .� � ;_____ _____ ��.X � - F__
<br /> � ) �
<br /> FLAT 2X BRACE � �+ �� �� � � �� �� �f � �
<br /> � 12d t� 6 O.C. T.N. :: = � �{ �� r� `"' ;>
<br /> NOTE: DIAGONAL BRACE REQUIRED 1 � SEE SHEAR WALL ; ; � HOLD CEILING FASTENERS � �
<br /> WHEN CROSSWALLS ARE GREATER THAN PAN�L EDGE A35 � 24' OR A35 FRAM'G
<br /> � NAILING SCHEDULE 16" +/- �I �ACK FROM WALL TO ALLOW ' ��
<br /> ANCHOR t� 2'-Q" H2.5A & SDWC15600 STYLE COMMON GIRDER TRUSS �� TRUSS CHORD MOVEMENT �� �
<br /> 8' APART FOR A 2X4 FLAT BRACE O.C. W/ (8} Sd � j � �
<br /> 10� APART FOR A 2X6 F�AT BRACE _� SEE SHEAR WALL SHEAR WALL PER PLAN
<br /> 12 APART FOR A 2X8 FLAT BRACE SCNEDULE -�- --�- --�'� -�-- �� NAI�S �_ �
<br /> PERPENDICULAR TRUSS TO WALL CONNECTION TO EACN TRUSS H1 STYLE BEARINGjSHEAR WALL PER � NONBEARING WALL �
<br /> PLY PER TRBLE ABOVE PLAN AND SCHEDULE WALL PERPENDICULAR WALL PARALLEL
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/NEADER AT SIMILAR)
<br /> SCALE: 3�4° = 1'�Q"
<br /> j 16 TRUSS BRAC�NG AT E�1D WA��S 1� 7 S�HEAR WA�� TO TRUSS � 18 � TYP SHEARWA�� TO TRUSS 19 TYPICAL TRUSS TO WA�.L CO�1�J�ECT10�1 20 �JO�JBEAR� I�G WA�� SUPPOR�T ' �
<br /> ❑ ❑
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