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8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNED 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 /> E 3;; �
<br /> VENTED BLOCKING T' �
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<br /> R�: 19/S9.1 ' � ,
<br /> �(3) 8d TO BLOCK - TYP. `��� °�
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<br /> TRUSSES PER PLAN �°Y= �� Z � �
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<br /> TRUSS PER PLAN g;�� ;.;; � �� �
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<br /> � BEAM PER PLAN � � � ��� � �
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<br /> RAFTER PER PLAN �T �v � �J
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<br /> W/ LSSU HANGER
<br /> �� i'i W U1 �
<br /> � .�--�. _�__-�-- -F:.---_� :._..__: .�_�.--- ------- sr a'i DIAG. BRACE @ 8' O.C. W� �6) - �`' �
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<br /> �g.�A � �_� 0.131 X 3" TO BI�OCK � � �
<br /> DRAG TRUSS - DESIGN FOR 150 +r: ;; � a� ��',
<br /> PLF DRAG LOAD APPLIED AT �� `��_ 0.131"X3" TOENAIL @ 6" O.C. +' � �
<br /> TOP CHORD AND TRANSFERRED U � �
<br /> TO BOTTOM CNORD SHEATHING AND NAILING PER � � �
<br /> SHEARWALL SCHED. TYP. �� �' C°
<br /> �'�' cp O
<br /> (f} .-i C�2
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<br /> 0 2 0 TRUSS A�1D RAFTER TO BEAM � 50 TRUSS DETAI� AT STEP � � {
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<br /> 2x8 FLAT VALLEY ATTACH ROOF SHEATHING/DIAPHRAGM SEE 16 S9.1 NOTE: FIR� AND SOUND RATING » t �,�;<'_.'�'
<br /> OVERFRAMING � 8d AT 6 O.C. � rf�, e
<br /> TO TRUSSES Wf(3) 1Od PER 7/S9.1 8d C� 6"OC INFORMATION PER ARCH. • �rc �� � < �
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<br /> 2X4 W/ (2) Q.131" X 3" NAILS „�z`� ': 2Y" •� --
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<br /> PRE-FABRICATEQ ROOF GT
<br /> �- - - - -� (3) 8d TO BLOCK - TYP. TO EACH TRUSS TYP.
<br /> TRUSS C� 24"OC {TYP.) �
<br /> RE: 10/S9.1 FOR FRAMING ANGLE F: .-
<br /> 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES '� '� tk� i; ��_� S ��� \
<br /> (ATTACH TO 2x8 VALLEY ( ( C� SHEARWALLS TYP. ' '
<br /> MEMBERS W/(4) 8d TN) AND FOR BALANGE ;:`' ,�i ,y ti 1��� �
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<br /> DRAG TRUSS ���; `}° �`�?��' �¢ �''�
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<br /> W/(12} 8dX1 1/2" NAILS `$' `t�
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<br /> U N 0 PER PLAN �
<br /> __� ____.._.__�_____�_ __.__� � -..__ _-_,__.- _ ---. __ _. _
<br /> PROVIDE BLOCKEO _..�;rY._;,_�w:.. : ._.M _ __
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<br /> �. ._..__ ._________._"- _ _._ ____.. �� j'E _ __ � o N LN
<br /> 2'x4' OPNG FOR TRUSS I � I `'; '' ¢ �
<br /> SHEARWALL '' �" DIAG. BRACE C� 8' O.C. W 6 �
<br /> ATTIC VENTILATION HANGER � TRUSSES PER PLAN t�� �., � � � :�
<br /> EXT. SHEARWALL � � � » ,a �
<br /> CONTINUE ROOF SHEATHWG PER PLAN PER PLAN � RE: PLAN �}i ,��, 0.131' X 3 TO BLOCK p
<br /> ;�; ,�
<br /> GABLE END WALL/DRAG TRUSS - " 't
<br /> UNDERNEATH OVERFRAMiNG. PRE-FABRICATION ROOF DESIGN FOR 150 PLF QRAG LOAD "i `'- 0.131"X3" TOENAIL C� 6" O.C.
<br /> �� TRUSS � 24"OC �- -� APPLIED AT TOP CNORD AND �
<br /> ���, 2x RAFTER t� 24"OC W/(3) 8d TN C� NOTE; GT HAS BEEN DESIGNEQ TO TRANSFER TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAILING PER a
<br /> � � > SHEARWALL SCHED. TYP. �
<br /> � \, EA. END (USE 2x4 IF SPAN < 6'-0' REQUIRED LATERAL �QAD.
<br /> `�;\ ciROER TRuss USE 2x6 IF SPAN > 6'-a"}, SCALE: 3/4" = �'-o" TYP �A PARA��E DRAG TR�SSES TYP CA PARA E o �
<br /> z •�
<br /> 6 7 � OVERFRANII�IG 8 TRUSS TO GT COf��IECT 0�1 9 AT PARTY WA��S BETWEE�! BRA�I�lG 10 TRUSSES A PARTY WA��S � �
<br /> �� � � �� 0 W
<br /> �
<br /> W
<br /> 8d � 6 o.c. TRUSS TO WALL CQNNECTION � Q �-
<br /> GI�DER/DRAG TRUSS N�ORMATION PERSORGD RATING � Q
<br /> O V E R-F R A M I N G P E R PL A N W C O N T. # O F T R U S S G A B L E T R U S S R E: M F R D E S I G N � d
<br /> I � NOTE: SEE 13 THIS a GONNECTOR TO TRUSS TO TOP PL,ATES � m v
<br /> DOUBLE TOP CNORD SHEET WHEN PLATE ����'�' �� S H E A R T R U S S D E S I G N P�I�S B.N. FOR 150 PLF DRAG LOAD APPLIED N
<br /> HEIGNT GHANGES o,o�.ao� � ' i- 1 H 1 (6) 0.1 3 1" X 1.5" (4) Q.1 3 1" X 2.5" A T T O P C H O R D A N D T R A N S F E R R E D �
<br /> BY OTHERS 150 P�F � TO B4TTOM CHQRD � w
<br /> `��� LOAD PARALLEL TO = 1 H2.5A (5} 0.131" X 2.5" (5} Q.131" X 2.5" W �
<br /> TOP CHORD � 1 SDWC15600 - - �- �
<br /> ROOF GIRDER TRUSS = 2 H10-2 (9) 0.148" X 1.5° (9) 0.148" X 1.5" I 3� y Q t W
<br /> SHEAR TRUSS DESIGN PER PLAN ~ 2 (2) H2.5A (5) 0.131" X 2.5' EA. (5) 0.131" X 2.5" EA. ` '
<br /> BY OTHERS 150 PL� W 6' 2 (2) SDWC15600 - - [ '�� PROVIDE 2x8 BOTTOM
<br /> LOAD PARALLEL TO W ADD FLAT BLOCKING _ _ `! y CHORD AT GABLE TRUSSES
<br /> TOP CHORD c=n BETWEEN WALL STUDS w 3 (3) SDWC15600 �i `�
<br /> PRQVIDE 2x6 tt OVER PARTY WALLS
<br /> � � ROOF FRAMING PER PLAN BLOCKING BETWEEN �, '�
<br /> ROOF GIRDER TRUSS = 8d AT 6' O.C. VERTICALS AT GABLE
<br /> PER PLAN �-- �f��'ir ,� � � _. � '�, f- TRUSSES WITH 2X4 . . , ,
<br /> � ��_ _ � f _T
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<br /> � "� ' ,'r' �,�' / ' , / ;i; �; i;; 2x8 LEDGER Wf 0,25' x 4.5 SDS
<br /> 4 -- -- � STRAP TYPE AT SfM. � �� � �" �`�,,�''�< ,�' f � ;'�;,�'�� � � ti�� ',� f 1f • �
<br /> ROOF TRUSS PER PLAN , s� ,f % ,% ,� , , � .1 ��� %� � �� U S ER PLAN z- } �
<br /> � , � r � ,,�", ./� � � ��,; TR S ES P t �
<br /> � TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT ,/ /` ;�,lr .r'�,�,/fr'` �� � STRAP TYPE DRAG STRUT ; =?' �r � � �� /� �� � z�, }'� SCREWS Ca? 12" O.C. STAGGERED y, a
<br /> i @ ' �.f .f r' ��� f .» n :.. n �� �t l� �
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<br /> HANGER ; U.N.O. PER PLAN � ,/ / d` r -' ,� I�r i U.N.O. PER PLAN � ' '�`"J � / ' ' 2x8 LEDGER W/ 0.25 x 4.5 SDS `$ 0.131 X3 TOENAIL C� 6 O.C. OR
<br /> ���-_ - � �.� L_ � '� ,� I 'r �� I �;; '„
<br /> � .� _._�w r�.��_.___�!_ �f � ���f,��'; � " ; ; H2.5A 8c SDWC15600 STYLE coMMON/c�R�ER TRuss �° ST GG RED A35 � 48" O.C. GABLE TRUSS TO � �
<br /> ; ,/� /'/ , , SCREWS � 12 O.C. A E �.#,�
<br /> » � � ' �/'� �,%/�I,�+�'j�f / ,r'`f� _�_
<br /> LTP4 � 24 O.C. ; -� �--X-i� PER PLAN �
<br /> ' BEARING AND SDWC15600 TQ EACH SDWC15600 TO EACH 0.131°X3" TOENAIL Q 6" O.C. OR TOP PLATES
<br /> ' TRUSS TO WALL CONNEGTION TO EACH TRUSS H� STYL,E BEARING/SHEAR WA�� PER A35 Q 48" O.C, GABLE TRUSS TO SHEATHING AND NAILING PER
<br /> WALL BEYOND � SHEAR WALL TRUSS PLY SHEARWA�L PER PLAN TRUSS PLY 4�
<br /> SHEARWALL PER PLAN PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP.
<br /> SCALE: 3/4" � 1'-0" �� � SCALE: 3/4 °= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0" � �
<br /> PC � p
<br /> 11 DRAG TRUSS TO WA�� 12 DRAG STRUT TO GfRDER TRUSS 13 DRAG TRUSS TO WA�� 14 TYP. RA SED HEE� TR� SS TO WA��. CO�1�lECT10�1 15 TR�SSES AT PARTYWA�� (PERPE�ID CU�AR} , � �
<br /> 0 �
<br /> ----_ �
<br /> 8d � s"o.c. TRUSS TO WALL CONNECTION �
<br /> ROOF TRUSSES O
<br /> ROOF FRAMING # OF TRUSS PER PLAN � �
<br /> PER PLAN PLIES CONNECTOR TO TRUSS TO TOP P�ATES
<br /> . . » � N� (6) 0.131" X 1.5» �, �'1
<br /> • 8d C� 6 1 �2 �A (4) 0.131" X 2.5
<br /> (5) 0.131" X2.5" (5) 0.131" X2.5" � � �
<br /> TRUSS BLOCKING 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. SLOTTED HOLE TO ALLOW EA. END
<br /> 2 X 4 BLKG C� 48" 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. VERTICAL TRUSS MOVEMENT O �
<br /> EA. BRACE 2
<br /> 2X4 EDGEWISE W/ (2) 16d TOENAIL (2) SDWC15600 - �
<br /> 3 3 SDWC15600 2X4 @ 48" - � �'
<br /> C� 24" O.C. EA. END O - -
<br /> �
<br /> (6) 12d .+.�
<br /> GABLE END f � b1J
<br /> PROVIDE 2 2X4 TRUSS � � �
<br /> � ) AQD A35 � 48"O.C. ROOF FRAMING PER PLAN
<br /> DIAGONAL BRACE
<br /> AT 4' O.C. A35 FOR H2.5A AND SDWC 8d AT 6" O.C. --DS DRYWALL STOP rTl '�
<br /> PER FLAT 2X 12d C� 6' O.C. STYLE CONNECTIONS AT 16" O.C. TO WALL �
<br /> W �
<br /> BRACE NOTES 2X VENTEQ BLK'G. TOP PLATE � � �
<br /> BELOW:
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<br /> » �( �- � i � � �� 4�
<br /> FLAT 2X BRACE � "' �'
<br /> 12d t� 6 O.C. T.N. SEE SHEAR WALL � �� HOLD CEILING FASTENERS �� � `>
<br /> NQTE; DIAGONAL BRACE REQUIRED PANEL EDGE A35 � 24' OR A35 FRAM G SCHEDULE '` 16" +/- J� BACK FROM WALL TO ALLOW Ij I w
<br /> WHEN CROSSWALLS ARE GREATER TNAN � NAILING ANCHOR � 2'-0" H2.5A & SDWC15600 STYLE coMMON/ciRo�R TRuss � I� TRUSS CHORD MOVEMENT ii �`
<br /> 8' APART FOR A 2X4 FLAT BRACE �•�• '�� �8) �d SHEAR WALL PER PLAN �i �� i�
<br /> 10' APART �OR A 2X6 FLAT BRACE _j SEE SHEAR WALL NAII�S ' --
<br /> 12' APART FOR A 2X8 FLAT BRACF SCHEQULE �J� �J� �- �V� �J� � � �i � �
<br /> TRUSS TO WALL CONNECTION TO EACH TRUSS H� STYLE NQNBEARING WALL
<br /> BEARING/SHEAR WALL PER
<br /> PERPENDECULAR PLY PER TABLE ABOVE PLAN AND SCHEQULE 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 BRACING AT END WA��S 17 SNEAR WA�� TO TRUSS 18 TYP SNEARWA�� TO TRUSS 19 TYP �A� TRUSS TO WA�� COI��IE�TION 20 NO�IBEARI�1� WA�� SUPPORT •
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