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<br /> � D�S8.01 �
<br /> ;�
<br /> , 1/2" MIN C� FULL HT �
<br /> r � STUD � ` : : I : a : HSS PER PLAN, '
<br /> , SEE 6/S73
<br /> �
<br /> FOR FASTENER INFO
<br /> , � G S8._ /S8:�1 f S8.01 H S8. {1) #10 SCREWS EA SfDE ; ; �� `�
<br /> STRUCT ABOVE --- � i � �
<br /> i � �- ` � �� .
<br /> � � DEFLECTION TRACK W � �
<br /> I - - = - - _ - - - - _ _ _ _ - - - _ _ _ _ _ _ _ _ - - - _ _ _ -- - - _ - �z) #10 SCREWS EA SIDE 1 � � 'r�,; ,�`
<br /> ' ' ' SLOTS AT NON-6EARING T � "' �' � ;
<br /> i i c:n �n � c� i � � �.
<br /> � � � FULL HEI�HT S1"l1DS �' � � � METAL TOP TRACK � � ��y ,C��wS 4 ' ' � STUD � '� i
<br /> i , , � WINDOW � WINDOW � DOOR � DOOR � � �„� #�} � � �
<br /> I � ' � cn � c�, � � ' � 6 OC EA �G, TYP i i ,
<br /> i i �, c� .�...� n a �, � � �- '�
<br /> � i � � �-�n- - - n �' "' - a � - - - - �.;-____� � � . , � » i t .�,,.a : , e,�.
<br /> ! � � - - - - - - � - - - - - t8) �10 SCREWS -��*� BOX HEADER �0 DP ; , :�� �:
<br /> i � STE1D v�i c.�� NS & FS �fi� & 68 MIL THICKNESS � ���� �.r �- �,'��'�'I� `�, � �
<br /> ' i � L S8.0 M f S$.01 m B f 58.02 *i*i WIDTH TO MATCH WALL � � �`����r� �-����
<br /> i i � nP i i TRACK ���.��'o�� �,�. _
<br /> K s7 � K s�a
<br /> � � � �
<br /> � , � � �
<br /> ' i I ` � L ___ COPE I�EADER R PPLE �STfJDS i i 1 16" MAX BTWN STUDS & � �
<br /> � J S$.0 J S8.01 J/S8.01 J S8.01 � K/S8.01 K S8.01 J 58.01 AS REQ D SECTION A-A ' ' TOP OF TRACK INEB
<br /> � � � 5'-0" MAX 16'-0" MAX 5'-0" MAX 8'-0" MAX '�
<br /> ` SEE NOTE 3 SEE NOTE 3 SEE NOTE 3 TYPICAL
<br /> WINDOW OPENINGS DOOR OPENINGS METAL STUDS FASTENERS PER J/S8.01
<br /> • � PER PLAN, BQXED
<br /> NO S:_ '
<br /> 1. TRACKS SHALL BE ROLLED SUCH ,NOT�S:R {2 MIN UNO) NOTES:_ ,
<br /> THAT 1/16" DIMENSION SHOWN 1. FiEADER NOT REQ'D � N�N-BEARING WALLS. - 1. TRACKS SHALL BE ROLL�D SUCH �
<br /> CAN BE ACHIEVED. 2. DBL STUQ JAMBS TO BE SAME GAUGE AS WALL STUDS. THAT 1/16" DIMENSI�ON SHOWN '
<br /> i
<br /> 2. PRESS STUDS INTO TRACK. 3. FOR HEADER/SILL JAMB CONNECTIONS FOR OPNGS > 16'-0" SEE DETAIL CAN BE ACHIEVED. �
<br /> �
<br /> 2. PRESS STUDS INTO TiRACK. � `
<br /> �i
<br /> ,�
<br /> � ' i
<br /> D ETAI L � No s�A�E ,� T"�(P I CAL ELE'VATI ON No scA� � D E��I L NO SCALE � D ETAI L NO SCALE E : �
<br /> � !
<br /> . �
<br /> V
<br /> � 1 1/2r' COLD ROLLED '
<br /> 1 16 �-12 BLOCKING, SIZE AND CHANNEL (16 GA)
<br /> HSS PER PLAN, SEE ����6� 1_�� � 4' 0" OC MAX � �
<br /> 6/S73 FOR FASTENER STRUCTURAL ROOF FRAMING CLIP ANGLE CLIP ANGLE ---�-- CLIP ANGLE �AGE TO MATCH STUDS, VER�lCALLY ' I
<br /> INFO — 1 1/2x1 1/2x16 GAxO'-4" 1 1/2x1 1/2x16 GAxO'-4" 1 1/2x1 1/2x16 GAxO'-4" P L A C E A T E N D O F W A L L �FRAMED WALL �
<br /> AND � 8 -0 OC MAX.
<br /> (1) # 10 SCREW AT EA FLANGE (MIN LENGTH) W/ (2) (MIN LENGTH) W/ (2) (MIN LENGTH� W/ (2) HORIZONTALLY „ ��4» 3�'¢� � � � '�,
<br /> E A S I D E I N S L O T T E D D E F L E C T I O N T Y P S T U D ------� #10},SCREWS. USE (2) #i0 SCREWS - #10„SCREWS. USE (2) (4) S C R E W S 3�q. � p
<br /> A SHEATHING - � ' �,
<br /> TR CK 1/4 � SCREWS AT HSS 1/4 � SCREWS AT HSS � �
<br /> I � � � _� TO �LOCK ��4�� 3 � � . �
<br /> �
<br /> =�----._....- —- � -�-�==�—�.�."_� _:r �— � i � i i i i i ' � � i � i i � i � (4) # 10 SCREWS �f�» � > � � n � '�
<br /> + + E i I I
<br /> ' ' ' ' � � � ' � � � � AT BLOCKING BLOCK FROM PIECE � � Q a � O �' 4
<br /> � � � � # � � � OF METAL STUD � _ �. �, ;
<br /> � � 1 I 9 � ! P ! I I I C I f I I �.�C i l I I �+4� � p � � � .
<br /> I f i l � ht� m U �,, cfl tTi �
<br /> �� I € i i f I I I I P I � Q I I ! I i I l i I o � c1-' Q3 �� cC C; . ,i
<br /> I I I I I I I I � I ! I � i I I 1 "� I I i C � � ` � � '
<br /> I � I I I 1 I I I I I � j �C ! I I I I 1 I J.... I I I o � u� �a � cp � ,,,`
<br /> � � � �
<br /> � i i i i i i i � � � � � � � r � + + � � � � � � � ..-�SPLICE STRAP 16 GA CLIP = � c� �, �, ,, �
<br /> � i a � i ii i � i i i i � - - - _ _ _ -- --- _ _ - - - i , r , Q - , ,
<br /> i � � � i � i i �, , � � � i � � � m : •
<br /> , , , , , ,, , _ _ u _ ��_ _ _ _ �- -� � € � � _ _ _ _ _ _ _ _ _ _ _ _ ONLYATBLOCK ANGLE
<br /> i i i � i � � i
<br /> �� � i i � - - - - - - - _ _ _ _ - -- - - i i i i � „ � � STUD �
<br /> � � � � � � � � � � � � - _ � � � � #10 S;M.S. EACH 18 GA x 1 1 2 CONT _ 6
<br /> DOOR OPENING
<br /> ► � � � � � � 4 ,� � � � � - - - - - - - - - - - - - I- - � � � � S�CIJD FLANGE FLAT STRAP ��;
<br /> HDR PER C/S70 _3�4 ' ' ' ' ' � � � + � '- "
<br /> ALT. CONN. CLIP ANGLE
<br /> � 600T 150-43 � ¢ � � � �.,_ , , , � 4 0 OC VERT., W� (3��10 SCREWS EA LE� �
<br /> , , , , TYP AT INT F.O. �
<br /> W 10 SCREWS EA � � � s �" EACH END , �
<br /> DOUBLE STUDS (BO�fED) �� '�- �� � � � � STUDS STRAPS 2x2x16 GA ANGLE
<br /> TRACK (DEFLECTION TRACK SIDE TO EA STUD ' � � TYP STUD � 3/4 �
<br /> UNO � 1 � _ 2 600S200-43 �'�i i � � _ SHEATHING � ARE NOT REQ'D. 1"` LESS THAN STUD
<br /> AT NON-BEARING WALLS) , , , , 1 16 � �� � ) � � � � (1 f161�/�1 12-
<br /> � ' ' ' � 16 1-12 , � s � 1 16 1-12 IF ALL STUDS IN A WIDTH W/ (4) # 10 SCREWS
<br /> DBL STUDS (BOXED) � � � � � ��- WALL ARE CONN'D.
<br /> � � � �
<br /> TYP STUDS UNO, OR HSS PER PLAN DBL STUDS (BOXED) , ,, DlREC�I..Y TO
<br /> LNO OR N'�S PER PLAN STUD BLOCKING ALTERNATE I
<br /> ' BLOCKING) � � �
<br /> ST�JD LATERAL BRIDGING
<br /> SECTION ELEVATION . �w/ SCREW ATTACHMENT '
<br /> . . . � SECTION A�A ELEVATION SECTION A-A ELEVATION �
<br /> � ,
<br /> �„ ,
<br /> � �
<br /> �� D ETAI L NO SCALE E D ETAI L NO SCALE U D ETAI L NO SCALE F"� D ETAI L NO SCALE � DETAI L No scA� I� �' � �
<br /> I� �, � �
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<br /> (1) # 10 SCRIEW � � �
<br /> AT EACH FLANGE DOUBLE STUDS (gp}�p}D J��}, p� �_�2 HSS PE�R PLAN � � � i
<br /> _ 1 l 6 � �, �,
<br /> • ;
<br /> ,
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<br /> T� (BOKED) HSS PER PLAN
<br /> DOUBLE STUDS 600T 150-43 ����6� �-�2 3�'� ., � a� �
<br /> STRUCTURAL STRUCTURAL FLOOR (BOXED) w/ # 10 SCREWS � � � `� `"
<br /> W�NDOW DUCT I
<br /> FLOOR � EACH SIDE TO
<br /> OPENING � n I # I '
<br /> EACH STUD ¢ � 4 i i i i TYP STUDS �c ;d,, i i i i �
<br /> ;
<br /> � ,¢ � i i � i� � � ,� � i i i � If� I�gl��4 AT
<br /> , , , , , ,, , , , , , , , , [ DOOR OPENING � i � � � a DBL S DS '`�
<br /> i i i � i i i i E � i � i i j � -`.�` �a i i � o i t i � t1/1 6)....�4�E N D S G D . 0�
<br /> i i i i i � TYP STUDS � t i i i ii i .,.... -- _ _ -�- * -�- - - - -- -- _�- � i j i � - - - - - _ _ - i � i i ����aF w�s,yt� '
<br /> i i s i i i� i i � i � TYP STUDS
<br /> I I 1 I 4 If I I I' I I I i1 I � } I I I I — - - - - - - -. - - - I I I f 'r���
<br /> i i i � FLOOR TRACK � � i i � i i � i � � �
<br /> � i i i / i i i i � i i i � FLOOR 1RACK i � i i i i i i E i i r '1
<br /> 2"T462
<br /> t � i i i i i � i li 4 i � i i i � i � � i e li i � + + i � E �' i ii i i �
<br /> � � � � � � �� — (1) # 10 SCREW EACH � ` � � � � �
<br /> � � � � � � i A A I ,..._ � � � � � � (1) # 10 SCREW � � � ' � � � � , � � � 1 16}�1-12 �'�' ��`
<br /> FLNG� ECHSDE � , � � � �
<br /> f I ( d I I I I J �`� ��'GIST�+��`�° '��4
<br /> �, z ' ' ' " ' o � EA FLANGE EA SIDE 3 � � � � � C f � � � � 1 16 1-12
<br /> �,.,_ � . I I � I I 1 � � 4 � � sIOJdA'� �
<br /> � � xl. 1, - - - - - - - �L+.l�i_l,_ it _�L'�l� _ _ - - - _�L± I I � � _ � � �./ `-
<br /> �6�'Z��
<br /> - - - - � i i i i t � � 1 �16 � —_A, _^ry a i � i i � i
<br /> 1 12 � � � � � � � � �
<br /> ��/ Ef5�.a1 �./ e � i i i i i � �1/16) 1-12 � � � i i i i
<br /> �,► �,► �„ �„ I �n ��� � � � � f �i i i i i � R r � ' � � ' DBL STUDS Revisions
<br /> SEC�ION MAx MAX MAx SECTION Ax �` � u � � (BOXED) UNO, oR _
<br /> ��
<br /> HSS PER PLAN PRE-PERMIT REVIEW
<br /> » FI F11�TI(�N „ ELEVATI'ON CLI� ANGLE CLIP ANGLE � n CLIP ANGLE o��22�2o�s
<br /> (1) HIL�i X-DNI (.145 DIA (1) HILT1 X-DNI (.145 DIA • �
<br /> POWER DRIVEN FASTENER (2) FASTENERS POWER DR14lEN FASTENER (4) FASTENERS TYP STUD 1 1/2x1 1 2x�6 GAxO'-4" � �/��� 1/2�c�� �AxO--4
<br /> - � „ � � DOUBLE STUDS MIN LENGI�-f W 2 (MIN LENGTH) W/ (2) 1 1/2x1 1/2x16 GAxO'-4» PERMIT SUBMITTAL
<br /> W/ 1n 1/2" EMBED, SPACED EACH SIDE W> > >I2 EMBED, SPACED
<br /> (10 SCREWS. USE 2 #10 SCREWS (MIN LENGTN) W/ (2) 06/19l20'f3 �
<br /> AT 6 OC MAX AT 6u OC MAX # „ � � #10 SCREWS. USE (2) �
<br /> 1/4 � SCREWS AT HSS 2 600S200-43 1/4"� SCREWS AT HSS �'ERMiT REPO(VSE
<br /> � � 0911112013
<br /> TYPICAL BOTTOM TRACK TYPICAL BOTTOM TRACK �T DOOR OPENINGS SECTION A-A ELEVATION SECTIDN A-A EL'��EVATION
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<br /> � � Date: QE12112013
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<br /> � ffi Job No: 113Q41
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