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<br /> ' �\\ i j/ I STUD �� CLIP, TYP ; ' I j ` I , 2525 E. Burnside St., Portland, OR 97214 .;
<br /> , / �� BRACING,��� , ; 15 phone:(503) 226-3617 www.sealip.com :
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<br /> FL R 14 DOOR 9 DOOR OPENING $ OPENING �
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<br /> 4'-6" MAX 8'-6" MAX 4'-6" MAX 8'-6" MAX OPENWG > 8'-6°
<br /> 16 GA BACKING PLATE OR FRT PLYWOOD 0.0 - 0.0 - Digitally signed by Peter Grimm
<br /> @ CASEWORK, SEE KITCHEN DRAWINGS TYP � AT � � SINGLE DOUBLE FURRWG SEE GENERAL WALL DETAIL FOR STUD ANCHORAGE Date:2020.02.27 09:53:09-08'00'
<br /> FOR ADDITIONAL INFORMATION. TRACK r'.' ,
<br /> SPLICE
<br /> 1 LIGHT GA�� IVIE�fAL FFZAMI(�G - TYP. �LEiI. L�IVIF - ������L WO�LL INF� L��F - ��I�ERAL V!/ALL I�lFC) L�NIF - �Ef��R�L �I�LL INFO
<br /> 1/4"=1'-0"
<br /> 1/4"=1'-0" � 1/4"=1'-0" 1/4"=1'-0" .
<br /> .,
<br /> DOUBLE STUDS -
<br /> (BOXED)
<br /> STRUCTURE �OF SPLICE 1/4" DIA. HILTI KWIK �
<br /> METAL DECK TYP. B07TOM TRACK � HUS-EZ @ 32" O.C.
<br /> - 7YP. STUD .-:
<br /> ------- - - - -�-� - �
<br /> T -----� W/ 1-6/8" MIN. EMBED PER PLAN ; •; • .
<br /> METAL DECK � ..
<br /> I ,, -I � -i- -+- T + #8 EACH
<br /> - - I--�--- -
<br /> FLANGE
<br /> DEEP LEG TOP TRACK W/ �
<br /> (2) #12 SM SCREWS @ 12" OC � - �- � -1 I I i I
<br /> .
<br /> �\ �- ^ - ; �
<br /> DEEP LEG 2""SLIP" TOP � ` 12�� VERTICAL STUD, TYP T t � + �
<br /> i i i - i
<br /> ' TRACK W/(2)#12 SM EACH PLAN p ., a �- � ,°� a a °
<br /> (E) JOIST OR BLOCKING � „ �Z�� � #8 SCREWS @ .� � a a `8 � a ' a •,
<br /> BRACE @ 8'-0 O.C. U.O.N. - 3" O/C EA. SIDE °° � � ° ° ° � �
<br /> # 12 SCREW @ STUD CUT FLANGE & BEND WEB ° � ° ° � a °. � < .< � � � °°
<br /> DEEP LEG NESTED TOP & BOTTOM. FASTEN TO TYP. STUD NESTED � 2" 2" EVERETT
<br /> TOP TRACK STRUCTURE W/(2)#12 SM � BETWEEN ��- -�-�
<br /> SCREWS j� VERTICAL STUDS �/1� MAX AT OPENING
<br /> METAL STUD PER i ,
<br /> PLAN &SOFFIT (2)#8 SCREWS � 221 EVERETT MALL WAY , .
<br /> �������'�. `��.
<br /> METAL STUD PER PLAN DETAILS TO TOP TRACK SUITE M-3
<br /> &soFFiT �ETai�s / -,� �(����� �����{ ����I('�� EVERETT, WA 98208
<br /> �
<br /> � � 1 1/2" = 1'-0°
<br /> , NOTE: APPLIES AT TOP ' ° ° � ° �
<br /> BRACE: 362S163-33 MAX LENGTH 14'-0" & BOTTOM TRACKS S��TION ��
<br /> DBL 362S162-33 MAX LENGTH 18'-0" ' :
<br /> W/#8 SCREWS AT 12" O.C. FULL LENGTH
<br /> � /� -ry- TYP. STUD � PROVIDE EA.
<br /> LGM F-TYP. ��IV!�" 1 Y�. PER PLAN SIDE OF EA.
<br /> �+ p �+ /� �+ �°-� /� �+�,,r /�+ � n �/ /� �+ �+fl � �/ � /� STUD @ HUNG t��
<br /> � �7USf�N�7I�� ��� ��1`��5� � ��� I Ri'°\lrr\ � ������✓���� � L�IVI� " � d �. ��1`�lr� LVIVI� - � I �. �Rlal�� ������ CASEWORK , .
<br /> #8 EACH SIDE OF � '
<br /> 1 1/2" = 1'-0° 1 1/2" = 1'-0° 1 1/2" = 1'-0° 1 1/2" = 1'-0° i FLANGE, TYP � "
<br /> �
<br /> i
<br /> i
<br /> 54 MIL TftACK W/ � �Q�--- ` ° I� + � Q � T � , +
<br /> a a ° ° < � � , a a a , i
<br /> 1-1/2"x 1-1/2°x4°x 20 GA. CLtP 2 #8 SCREWS EA STUD ' ° > ° � � ° ° a � ° ° A ' ' ' a �
<br /> • ANGLE W/(2)#8 SCREWS EA. � ) � a a , � 4 q °
<br /> 3"x 5"x 16GA PLATE EA SIDE- , e a ,; .
<br /> LEG FASTEN W/(8)#8 5CREWS I � v a , , , ' a , " ° a ° < .a � ° :
<br /> � - �-- 3/4" -��-�- � 1/4" DIA. HILTI KWIK HUS-EZ @ 2�� 2��
<br /> 2 ��2" TYP. STUDS �_ � � 32"O.C. W/ 1-5/8" MIN. EMBED MAX TYP
<br /> �--� 2 1/2" ¢
<br /> 3l4" �� ��_ � F�� - _ � M 1/16 1 @ 12 � i 1/16 1 @ 12 �� � �
<br /> � r � .
<br /> 2 ��2�, - - + -�T - ' L��/I� - �TYP. ��TI�C�M TR���C <,�' �
<br /> -�-.�- �- � + + -{ + f + + � +
<br /> I �� ��--TYP STUDS - � � � r � + T�+ �+ I / II � � + � T T � �
<br /> i f-T 1 � � ' � l + + �+ �+ -�-- . 1/8°y + + , r-T -�� 1 1/2" = 1'-0"
<br /> � \ � r '� 1/8"MAX. T +� ¢ ��--TYP STUDS <C ��DBL. STUDS
<br /> � =�I - � � BOXED &WELDED ,
<br /> - 54 MIL TRACK W/ ¢ � �54 MIL TRACK W/NESTED ¢ - DOUBLE STUDS f p�
<br /> � NESTED STUD 600S162-5G STUD EA. SIDE BOXED &WELDED , A�m�� 'F� �� ����L
<br /> STITCH W/#8 @ (U.O.N.) -STITCH W/#8 @12" O/C 1-1/2"x 1-112"x 4"x 20 GA. CLIP ANGLE 2 �J2�� 3'x 5'x 16GA PLATE EA °�
<br /> .;
<br /> SIDEW/(8)#8SCREW5 � ����FI�� 1 I�� L����D•
<br /> 12' O/C W/ (2)#8 SCREWS EA. LEG �
<br /> SECTION A-A ELEVATION
<br /> S�C�ION A-A �L�VATION SECTION A-A ELEVATION S�CTIOfd A-A ELEVATION
<br /> MEMBER DEPTH: (EXAMPLE: FLANGE WIDTH: (EXAMPLE:
<br /> 6" =600 x 1/100 INCHES)ALL 1 5!8" = 1.625"= 162 x 1/100
<br /> 10 NOTE: SEE TYPICAL SILL DETAIL FOR ADDITIONAL INFO- 12 MEMBER DEPTHS ARE INCHES ALL FLANGE WIDTHS '
<br /> NOTE: SEE TYPICAL STUD HEADER DETAIL FOR ADDITIONAL INFO- � 0.0 TAKEN IN 1/100 INCHES. � �
<br /> 0.0 ARE TAKEN IN 1/100 INCHES
<br /> �0� 162 - 54
<br /> 1 � LGMF - TYP. ��TUD �i�AD�R 11 L��/iF � ��X �IE,ADEF� 1� L��F - TY�. �ILL � L��!/iF � C�C`��J�L� SILL� �- � .
<br /> STYLE: MATERIAL THICKNESS: � .
<br /> 1 1/2° = 1'-0° 1 1/2" = 1'-0° 1 1/2" = 1'-0" 1 1/2° = 1'-0" S=S7UD OR J015T SECTION (EXAMPLE: 0.054"= MILS.
<br /> T=TRACK SECTIONS 1 MIL= 1/1000 WCH) '�
<br /> BRACING - (2) 6005162-33 �
<br /> P � BACK-TO-BACK @ 8'-0" O.C. __ �
<br /> MAX LENGTH: 18'-0° I' ■
<br /> STOP ONE STUD AT
<br /> METAL STUD FASCIA. 3625125-33 DIAG. BRACE � TYPE GAUGE ,
<br /> AT 12' O.C. @ 45° - \ I METAL STUD MAXIMUM(C�(jR DI"aWl�l , .
<br /> Q, 362S162-33 METAL STUD W/(2) #10 SRMS EA. , METAL STUD PER PLAN HEIGHT 1 2 g;
<br /> � FASCIA @ 16" O.C. STUD \ ' PER PLAN 362S162-33 20 15'-2° `
<br /> U.N.O. \ � � /- SUSPENDED METAL STUD CLIP ANGLE: 362S162-43 18 16'-5°
<br /> ,�
<br /> i j 1-1/2"x 1-1/2"x 4"x 20 GA. 362S162-54 16 17'-8" TYPICAL DETAILS �
<br /> : _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,� _ W/(3)#8SCREWSEALEG
<br /> � r - 2x WOOD BLOCKING 400S162-33 20 16'-4" .
<br /> i -� I 400T125-54 ►- T N �
<br /> , i T (4)#12 SM SCREWS 600S162-33 METAL STUD � � BLOCKING � + �N -'� '� + i 400S162-43 18 17'-9°
<br /> i STRONGBACK FULL '� CEILING, TYP(WHERE 1 1/2"x 1 1/2"x 4°x 20 GA. CLIP
<br /> LENGTH OF FASClA- OCCURS) , �� 400S162-54 16 19'-0" +
<br /> � T BUTT AT VERTICAL STUD 2 1/2 ANGLE W/(3)#8 SCREWS EA
<br /> � METAL STUD FASCIA LEG 600S162-33 20 22'-6"
<br /> _ - .
<br /> METAL STUD BRACING � � �
<br /> � 6005162-43 18 24'-5" �ab N0: 200�� `
<br /> (2)#8 SM SCREWS AT (1) CLEAR HEIGHT IS THE DISTANCE FROM FLOOR TO TOP OF WALL Date: 02/24/2020 �'
<br /> -� 1'-0"O.C. FOR LENGTH � METAL S7UD TRACK OR TO BRACE LOCATION (HORIZ. OR DIAGONAL KNEE BRACE). < '.� ' �
<br /> OF BRACE `° �
<br /> � (2) SEE DETAIL A0.04 FOR SRACING REQUIREMENTS. DI"aWll By: �
<br /> S�C`fIONA-A - - - - - - - - - - - - - - �
<br /> LGMF - BRA�� L�IVI� ' ��a���t'� L�IVI� " \✓A�,7CVVOf�� BfS/°'y�l�� ��IYI� - FU�iV9�U�� C�f������ �3) ALLMETALSTUDMEMBERSSHALLBEFORMEDFROMCORROSION- RESISTANTSTEEL, CORRESPONDINGTO _ .
<br /> THE REQUIREMENTS OF ASTM A653-94 AND SHALL BE ZINC COATED MEETING ASTM A924. MINIMUM YIELD Checked By:
<br /> STRENGTH SHALL BE 33,000 PSI FOR ALL RUNNERS AND ALL 33 MILS AND 43 MILS MEMBERS; AND 50,000 P�I
<br /> .
<br /> � � 1 1/2" = 1'-0° � 1 1/2" = 1'-0" �� 1 1/2" = 1'-0" � 1 1/2" = 1'-0° FOR ALL 54 MILS, 68 MILS,AND 97 MILS. STUDS PROPERTIES SHALL BE AS MANUFACTURED BY METAL STUD Sh�@t NO:
<br /> ' MANUFACTURERS ASSOCIATIONS PER ICGES REPORT No. ESR-3016 OR APPROVED EQUAL. STUDS SHALL BE A .;
<br /> MINIMUM 33 MILS°C" SHAPE, 1.625"WIDE (U.N.O.), OF THE DEPTHS AND SPACWG SHOWN ON DRAWINGS. ;
<br /> TRACKS SHALL BE 54 MILS, WITH A MINIMUM FLANGE OF 1.25". BRIDGING SHALL BE COLD ROLLED CHANNEL, ,
<br /> MINIMUM 1.5" DEEP WITH 0.5625" FLANGE WIDTH. SPACE BRIDGING AT 4'-0" MAXIMUM O.C. VERTICALLY. DOUBLE
<br /> UP STUDS AT ALL JAMBS. ALL CONNECTIONS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. SPLICE IN
<br /> FRAMING MEMBERS, OTHER THAN RUNNER TRACK SHALL NOT BE PERMITTED.ANCHOR RUNNER TRACK TO
<br /> CONCRETE WITH 0.157v�x1-5/8" HILTI FASTENERS AT 32" O.C. MAX. (ICGES REPORT No. ESR-2269).
<br /> ■ �r•� � .
<br />
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