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<br /> 8d AT 6" O.C.
<br /> GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131'� X 3" NAILS
<br /> 150 PLF DRAG LOAD APPLIED AT TO EACH TRUSS TYP.
<br /> TOP CHORD AND TRANSFERRED Q
<br /> �
<br /> 8d C� 6" O.C. TO BOTTOM CHORD �
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<br /> ',;,
<br /> VENTED BLQCKING `�q' � •
<br /> kE$ �
<br /> RE: 19/S9.1 , -
<br /> (3) 8d TO B�OCK - TYP. r`.s �'
<br /> .,, U �
<br /> L�"E
<br /> ..�.3 �•-'
<br /> TRUSSES PER PLAN ^a�� 1� z � �
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<br /> TRUSS PER PLAN ; ; °.�,� � � �z
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<br /> BEAM PER PLAN
<br /> d�i x.x' � � �
<br /> 1$ i
<br /> fi; . . � Y. _ -.-. _ �) N
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<br /> RAFTER PER PLAN , , �a\ .._�... .__ - -.-- - a..�_..__�_.�__;� � .
<br /> W/ LSSU HANGER - � '' � � -�
<br /> y:� ���� � �
<br /> __ ..._ _�_ _<_� .__.___, - iC " �z1 DIAG. BRACE C� 8' O.C. W/ (6) � "
<br /> �.��
<br /> z;' ,�.� 0.131" X 3" TO BLOCK � ° �
<br /> DRAG TRUSS - DESIGN FOR 150 `:''
<br /> x,. i;; � � �
<br /> PLF DRAG LOAD APP�IED AT i�� 'r.�_ 0.131"X3" TOENAIL @ 6" O.C. -�-� � �
<br /> TOP CHORD AND TRANSFERRED U � �
<br /> TO BOTTOM CHORD SHEATHING AND NAILING PER � � `�'•
<br /> SHEARWALL SCHED. TYP. � � C9
<br /> _a--• co 0
<br /> � � �
<br /> �
<br /> � �2 3 TRUSS AI�D RAFTER TO BEANI 4 05 TRUSS DETAI� AT STEP r
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<br /> 2x8 FLAT VALLEY ATTACH OVER�RAMING ROOF SHEATHING/DIAPHRAGM SEE 16/S9.1 NOTE: FIRE AND $OUND RATING V s .
<br /> TO TRUSSES W/(3) 10d �� INFORMATION RER ARGH. ;
<br /> PER 7 f 59.1 Sd @ 6 OC 8d AT 6" O.C. �
<br /> 2X4 Wj (2} 0.131" X 3" NAILS = � F
<br /> PRE-FABRICATED ROOF � �T �- ^ �� (3) 8d TO BLOCK - TYP. TO EACH TRUSS TYP. y " "
<br /> TRUSS � 24"OC (TYP.) �
<br /> - RE: 10/S9.1 FOR FRAMING ANGLE �
<br /> � 2x8 RIDGE BEAM ATTACHMENT BETWEEN (2) 2X BRACES �- '� `�� ,r �' �� S �?�� \
<br /> (ATTACH TO 2x8 VALLEY ( I C� SHEARWALLS TYP.
<br /> MEMBERS W�(4) 8d TN) AND FOR BALANCE ���' � ��i ,� ti � ��'�'W �
<br /> t F.F � �
<br /> i t�! !��S � �
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<br /> -��'-"'- DRAG TRUSS ;�' ;; �`�? �� � ��
<br /> RE: PI_AN � k;; ;? �,�
<br /> ( I i t j'� �
<br /> 3�
<br /> A35 `�, �;
<br /> I W/(12) 8dX1 1/2" NAILS `� :����
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<br /> ( I (.131"DIA.X1 1/2°) � 48"OC i' ,�� w t-O � �
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<br /> �.___�____.__ --____.�. �_ . . �_____� __._____.�__�_{��.� - - -
<br /> U N 0 PER PLAN � t .•� .•�� �
<br /> __�._._____�_`._�___`__.--•..�_��_ Q \
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<br /> N
<br /> PROVIDE BLOCKED �
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<br /> � i s
<br /> 2'x4' OPNG FOR TRUSS ,`� �° o � �
<br /> SHEARWALL DIAG. BRACE Q 8' O.C, W 6 =�
<br /> ;. � z�
<br /> ATTIC VENTILATION HANGER TRUSSES PER PLAN F'i ,�} � � ) w
<br /> \ PER PLAN EXT. SHEARWALL x� ' 0.131" X 3" TO BLOCK ~a p
<br /> RE: PI�AN ,�� ;�., � p
<br /> CONTINUE ROOF SHEATHING PER PLAN GABLE END WALLjDRAG TRUSS - ��` �'
<br /> UNDERNEATH OVERFRAMING. � ,#�3 �},_ » �� �
<br /> PRE-FABRICATION ROOF DESIGN FOR 15Q PLF DRAG LOAD O.131 X3" TOENAIL C� 6 O.C.
<br /> TRUSS C� 24"OC �- - - -� APPLIED AT TOP CNORD AND �
<br /> \\ 2x RAFTER C� 24"OC W/(3) 8d TN @ TRANSFERRED TO BOTTOM CHORD SHEATHING AND NAI�ING PER o
<br /> SHEARWALL SCHED. TYP. `�
<br /> �� �� EA. END (USE 2x4 IF SPAN < 6'-0" NOTE: GT NAS BEEN DESIGNED TO TRANSFER o
<br /> �� » SGALE: 3/4�� _ ��-o�� R�Qu'RE° �ATERA� �oA°. TYP �Al� PARAI��E� DRAG TR�JSSES TYP CA PARA��E� ���
<br /> . \ GIRDER TRUSS USE 2x6 IF SPAN > 6'-0 }. 2
<br /> O. p
<br /> �� �� O�ERFRANI I�G [�8 TR�SS TO GT CO�1�lECT10�1 � AT PARTY WA� S BETWEE�1 BRAC �1G 10 TRUSSES A PARTY WA� S � �
<br /> �
<br /> 8d C� 6" O.C. TRUSS TO WALL CONNECTION NOTE: FIRE AND SOUND RATING Q �
<br /> GIRDER/DRAG TRUSS INFORMATION PER ARCH. ; q
<br /> OVER-FRAMING PER PI�AN W/ CONT. # OF TRUSS GABLE TRUSS RE: MFR, DESIGN � d
<br /> NOTE: SEE 13 THIS � CONNECTOR TO TRUSS TO TOP PLATES
<br /> DOUBLE TOP CHORD >>' � PLIES v
<br /> SH�ET WHEN PLATE s���ss °@aa� g,N, FOR 150 PLF DRAG LOAD APPLIED m
<br /> HEIGHT CHANGES 000;oo o g SHEAR TRUSS DESIGN � ( � O
<br /> � 1 H1 6 0.131" X1.5" 4 0.131" X2.5" �--
<br /> BY OTHERS 150 PLF AT TOP CHORD AND TRANSFERRED W
<br /> � LOAD PARALLE� TO = � ) � ) � �
<br /> °°� w 1 H2.5A 5 0.131" X 2.5" 5 0.131" X 2.5" TO BOTTOM CNORD �
<br /> �
<br /> TOP CHORD � 1 SQWC15600 - - o- �
<br /> ROOF GIRDER TRUSS � � H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" �, ; O � z
<br /> SNEAR TRUSS DESIGN PER PLAN (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. ;; il, 2 W
<br /> SY OTHERS 150 PLF W °' 2 (2) SDWC15600 - - e �' PROVIDE 2x8 BOTTOM
<br /> � ADD FLAT BLOCKING ,.;
<br /> LOAD PARALLEL TO = w 3 (3) SDWC15600 - - �� „ CHORD AT GABLE TRUSSES
<br /> TOP CHORD v> BETWEEN WALL STUDS W _ _ PROVIDE 2x6 r � OVER PARTY WALLS
<br /> , ,r
<br /> � � ROOF FRAMING PER PLAN BLOCKING BETWEEN �+ '�
<br /> ROQF GIRDER 7RtJSS = , ,. , ., 8d AT 6" O.C. VERTICALS AT GABLE
<br /> PER PLAN E- ��_� �"i� I=:� � �'�j _ � TRUSSES WITH 2X4 ' ,,,
<br /> o, �_� ,�_Grfil-�-; ;;�,r �--�,'�-,�-�-,`� 2X VENTED BLKG. i-3 '� .�
<br /> � � , ��,�- j - -, ,;-��� `, � „ BOTTOM CHORD � ,
<br /> W � ��� ;,/'�,,� f'` / �'� ,/'� fr , ` , , 0.131 X 3° TOENAIL ;, �E OVERFRAMING RE: �
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<br /> W �2 fi��1 ;. ;,,/`, �,f� � AT 6 O.C. 7/S9.1 NOT SHOWN �
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<br /> �_�, / ; FOR CLA ITY
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<br /> ; - -- `�% � ; ,/�J��S f�t-�%%� , ��,/ t"�;F--- �,'f i;'-"- �- �', � �_ s :^ � .
<br />' "_ __ f ' � � f/ � � i t 6fi �� �y.� ;� n a � � � .
<br /> � STRAP TYPE AT SIM. ,/� ` �j � ��/ � �,€
<br /> ROOF TRUSS PER PLAN � r - ,�i� f � ;� ,f'� � � � �;� ,,, # 2x8 LEDGER Wf 0,25 x 4.5 SDS �
<br /> 1 0 ; � i I /' � ,,r TRUSSES PER PLAN -; �i SCREWS C� 12" O.C. STAGGERED � �
<br /> ; TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT �,,�'� � ,I`' j �.� ;'f,�� � STRAP TYPE DRAG STRUT � �� ,/' ;�,: �t' ;� s�� {
<br /> F`
<br /> HANGER ; U.N.O. PER PLAN ; „<f�,f� J � .�t` � U.N.O. PER PLAN � .�� � �� ,,/�' �� 2x8 LEDGER W/ 0.25" x 4.5' SDS #i` �' '
<br /> , ��� � �,. 1A �� , ,�.f`� , r. , � . , , ,, 0.131"X3" TOENAIL 4 6' O.C. OR `� �
<br /> , _ _ . _�'.� r ; � J�f� �, �;f �'�� ;,;�� H2.5A & SDWC15600 STYLE COMMON/GIRDER TRUSS » }}° � » � 4�
<br /> �� t � � r � u_ __s f_�';i`L_%�_.s°�_/��� SCREWS Q 12 O.C. STAGGERED ;3 t,� A35 C� 48 O.C. GABLE TRUSS TO
<br /> LTP4 C� 24 O.C. PER PLAN �
<br /> � SDWC15600 TO EACH SDWC15600 TQ EACH � 0.131"X3" TOENAIL @ 6" O.C. OR TOP PLATES �
<br /> BEARING AND
<br /> WALL BEYOND ' SHEAR WALL TRUSS PLY SHEARWALL PER PLAN TRUSS PLY TRUSS TO WALL CONNECTION TO EACH TRUSS N1 STYLE BEARING/SHEAR WAL� PER A35 C� 48" O.C. GABLE TRUSS TQ SHEATHING AND NAILING PER �
<br /> SCALE: ,3/4" = 1'-0" I SNEARWALL PER PLAN PLY PER TABLE ABOVE PLAN AND SCHEDULE TOP PLATES SHEARWALL SCHED. TYP.
<br /> TYP C CAL SCALE: 3/4 "= 1'-0'' (BEAM/HEADER AT SIMILAR) SCALE: 3/4" = 1'-0" � �
<br /> 11 DRAG TRUSS TO WA�� 12 DRA� STRUT TO G RDER TRUSS 13 DRAG TRUSS TO WA�� 14 TYP. RAISED NEE� TR� SS TO WA�� CO�1�lECT10�J � 5 TRIJSSES AT PARTYWA�� PERPE�IDICU �AR � �
<br /> � � 0 ❑ ❑ � � . .
<br /> __ _ _ _ _ � �
<br />� 8d c� s"o.c. TRUSS TO WALL CONNECTION �
<br /> ROOF FRAMING � P�ERFPLANSSES O
<br /> # OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES � �
<br /> PER PLAN PLIES
<br /> . 1 H1 �
<br /> ' �'. Sd @ 6" (6) 0.131" X 1.5" (4) 0.131° 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 � AT 48° QC, W/ NAIL IN (2) 12d �
<br /> 2X4 BLOCKING ARCH. PER PLAN 2 H10-2 (9) 0.148° X 1.5" (9) 0.148" X 1.5"
<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 ALI�OW EA. END � �
<br /> 2X4 EDGEWISE i 2 2 SDWC15600 - _ VERTICAL TRUSS MOVEMENT �
<br /> Q 24" O.C. W/ {2) 16d TOENAIL t �
<br /> EA. END 3 (3) SDWC15600 - - 2X4 C� 48 O r--� �,'
<br /> (6} 12d � �
<br /> GABLE END � �
<br />` PROVID� (2) 2X4 TRUSS
<br /> DIAGONAL BRACE ADD A35 (� 48"O.C. ROOF FRAMING PER PLAN
<br /> AT 4' O.C. A35 FOR H2.5A AND SDWC
<br /> � 1 �'
<br /> �
<br /> PER FLAT 2X 12d � 6" O.C. STYLE CONNECTIONS 8d AT 6" O.C. DS DRYWALL STOP � �T� �
<br /> AT 16" O.C. TO WALL � 1 E'� CC3
<br /> BRACE NOTES 2X VENTED BLK'G. TOP PLATE `.� �
<br /> BELOIN: , ��,. -- •
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<br /> _ _..___.�__._.._�_..___.._� _�__.___.�__._ __
<br /> __-�-...�__.._ �_ _.__��,�.� �__:v� , ��� --- -- - -- _.__ ��. _ . .� _i_.
<br /> � �
<br /> ��,;� � �...� � � +'
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<br /> �` -` _-------- _____.-._.____.-__-__� ' ' �Q i „ ul �Q j! �
<br /> �.:� � �
<br /> FLAT 2X BRACE (
<br /> .- � ;_ .- � �� � N
<br /> 12d C� 6" O.C. T.N.
<br /> NOTE: DIAGONAL BRACE REQUIRED I , SEE SHEAR WALL I I1 �I �
<br /> � PANEL EDGE A35 C� 24" OR A35 FRAM G , HOLD CEILING FASTENERS � � � W
<br /> SCHEDULE 16" +/- II BACK FROM WALL TO ALLOW
<br /> WHEN CROSSWALLS ARE GREATER TNAN � NAILING ' " H2.5A & SDWC15600 STYLE � COMMON/GIRDER TRUSS TRUSS CM�RD MOVEMENT i
<br /> , 3 ANCHOR @ 2-0 I ;� �I �
<br /> 8 APART FOR A 2X4 FLAT BRACE •
<br /> 10' APART FOR A 2X6 FLAT BRACE ; SEE SHEAR WALL �'�" W� �8� 8d SHEAR WALL PER PLAN � �� �l ��
<br />� 12' APART FOR A 2X8 FLAT BRACE SCHEDULE ---��- --,�- --,�-- -�- �� NAII.S ��
<br /> � ,�' '-� NONBEARING WALL ��
<br /> PERPENDICULAR TRUSS TO WALL CONNECTION TO EACH TRUSS H1 STYLE B�ARING/SHEAR WALL PER
<br /> PLY PER TABLE ABOVE PLAN AND SCHEDU�E 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 TRUSS BRAC �!G AT E�1D WA��S 17 SHEAR WA�� TO TRUSS 18 TYP SHEARWA�� TO TRUSS 19 TYP CAL TRUSS TO WA�.L CO�I�ECT 0�1 20 �10�1BEARI�IG WA�� SUPPORT '
<br /> 0 �
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