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5
<br /> � 2 3 4 5
<br /> --- SHEATHING PER
<br /> - _ __ -_- _- wxxx
<br /> CL STUD � .
<br /> WAL� - - - - - - - - - - - - - - - - - - - -� --- - -
<br /> D �-J'� _ ,!� -� _
<br /> � I I I I
<br /> EX FLOOR SHEATHING --��, ' � � � ( I
<br /> \ I;
<br /> � � `-- STEEL DECK � � � � - TRACK PER 1/S8.03 - � � I I � �
<br /> ; PER PLAN •
<br /> � I I � I I
<br /> � � T/SLAB T/SLAB
<br /> _. �
<br /> -____ .--
<br /> �� � W BEAM PER PLAN ' .� ` • �
<br /> � _
<br /> �
<br /> � � I �� _� �� � '�, �� �� SEE 111S8.03 FOR BOTTOM � L
<br /> � � TRACK FASTENERS TO ! �
<br /> I I i — (2) HILTI X-U PAF � I / EQ ! EQ , - . • - - •
<br /> � i I ' \� ! „ �„ CONCRETE AT SHEAR WALLS. __ , � . � �� _ . �R � :
<br /> TYPICAL TOP i � ; � A � @ �6 OC �_
<br /> TRACK PER 1/S8.03 � � �'�, � �' � � PANE� ED E FA S � ''�
<br /> � �� PER 4/S8.03 / ,
<br /> ,
<br /> WALL STUD - _ _ ----__ ._� � I � I \� % I
<br /> I I �� �- SHEAR WALL SHEATHING 3" LEG �
<br /> DEFLECTION � • /
<br /> - f i; I � -
<br /> � , � '� TRACK -- ��,
<br /> NOTES:
<br /> I ii I ' I I � ���� 1. FILL GAPS BETWEEN TRACK AND SLAB WITH STEEL OR LOAD BEARING PLASTIC
<br /> I i I I I '' �� SHIMS. SHIMS SHALL BE LOCATED DIRECTLY BENEATH ALL STUDS AND PLACED
<br /> WALL STUD ---� � 1601 Fifth Avenue,Suite 1600
<br /> I I ' \� I I ; WITH FIRM AND FULL BEARWG. SHIMS SHALL BE POSITIVELY ATTACHED TO THE � Wq gg101
<br /> I I I I ' \� BOTTOM TRACK. SHIM PRODUCT DATA SHALL BE SUBMITTED TO THE ENGINEER 2 0 6 6I 2 2.5 8 2 2
<br /> I I � I I �, � OF RECORD FOR APPROVAL P R IO R T O I N S T A L L A T I O N. kpff.com
<br /> 1— I, i � I I \� ��� 2. W LOCATIONS WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE
<br /> I
<br /> __ "� 1 � � � '�— PANEL EDGE FASTENERS TOP OF *"STEM WALL OR SLAB** EXCEEDS 1/4", THE GAP SHALL BE FILLED WITH
<br /> ��-- � - I I j A� PER 4/S8.03
<br /> FLUID GROUT. A 3/4" DIA HOLE CENTERED IN TRACK WIDTH SHALL BE DRILLED AT
<br /> I � ��� 4'-0" OC MAX TO ENSURE S O L I D G R O U T I N G B E N E A T H T H E T R A C K.
<br /> ', -- 1--- ' -� - �- SHEAR WALL SHEATHING 3. WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF SLAB
<br /> . , � , .
<br /> EXCEEDS 1", CONTACT THE ENGINEER FOR ALTERNATIVE PROCEDURES.
<br /> TYPICAL EXTERIUR
<br /> � P � B
<br /> �� pF WASN j L�
<br /> TYPICAL INTERIOR SHEAR WALL SHEAR WALL - FRAMING PARALLEL TYPICAL BOTTOM TRACK CONN ����� �����'
<br /> � � 2 4
<br /> 1 1/2" = 1'-0" 1 1/2" = 1'-0„ 1 1/2" = 1'-0" C
<br /> S162 NESTED STUD STUDS ��� oo3s475 ��,��'�ww�
<br /> TO MATCH TOP �- OVERLAP TRACKS �AL E�� � �
<br /> TRACK GAUGE --- - �� � AT WALL CORNERS �� #10 SCREWS @ � STRONGBACK i SIONAL �� ��
<br /> �
<br /> � � � \ � � 12" OC, TYP j STUD TO MATCH �� �-- (4) #10 ���2
<br /> �
<br /> � � � ° � � WALL STUD CL � SCREWS
<br /> (3)#10 SCREWS, TYP T150 TRACK TO ' STRAP ' ' � � ' •
<br /> EA SIDE OF SPLICE ° � � MATCH STllD ' �-- BRIDGING � �- BLOCKING
<br /> � , , GAUGE -- ---- -_ � � CHANNEL '�
<br /> � � WIDTH AND � o ° -- TOP OF ' a � ��� Wa���Q�S�
<br /> o � .' --_
<br /> ° �--- WALL STUDS BRIDGING `� o -
<br /> ���� � � �� , � ANGLE PER % � ' PER PLAN, TYP , WP _ � I �� � B ath roo m Exna n s i o n
<br /> a �� __ J �' , CHANNEL 1"
<br /> � � o [STRONGBACK DETAIL] - j - BOTTOM TRACK \\ ) � C
<br /> ` RNGLE PER , BRIDGING -, _ \
<br /> - � „ �� � **CF-BW-10*" -�� / BELOW \
<br /> TRACK - � � �` (4)#10 SCREWS r O�
<br /> _ / WALL END CONDITION
<br /> ` % SECTION A DETAIL D
<br /> �,
<br /> � CLIP LEGS OF ONE �.� CL Teag u e/ Boe i n g
<br /> ��
<br /> � �\ TRACK TO OVERLAP '� C� CL STUDS
<br /> /�� �, AT CORNER STUDS ST�P
<br /> ' ���\ �� �� , - ��� - �4>#�o AT
<br /> \� �� �� TYP EAS�
<br /> `, � ,, � ; STRAP 6000 - 23rd Drive West
<br /> �� BLOCKING -� o � Everett, Wa 98206
<br /> NOTES: ° �' STRAP � I o ' o _ TOP OF
<br /> 1. TOP TRACK CONDITION SHOWN, BOTTOM ' (4)#10 � � ° , �BRIDGING �
<br /> TRACK SPLICE IS SIMILAR. ' SCREWS - , o °� ,
<br /> 2. TOP & BOTTOM TRACK SPLICES SHALL BE �� i �,� � W P CHA N�EL P E RM IT S ET
<br /> STAGGERED 4'-0" MIN. \� i -
<br /> (4)#10 SCREWS �> o o ��
<br /> B
<br /> , � _ _ 08/21/2017 B
<br /> BOTTOM � � WP � ��''�
<br /> '; CL
<br /> NOTES: TRACK STRAP This drawing is:
<br /> 1. WALL STUDS BELOW NOT SHOWN FOR CLARITY. DETAIL E DETAIL F 1. Copyright 2017 Dykeman, Inc.
<br /> 2. The ArchitecYs Instrument of Professional Service.
<br /> 3. For use on this project only. Obtain Architect's
<br /> TYP I CAL T RAC K S P L I C E TY P I CAL T RA�K LAP AT C O R N E RS written permission for any other use or reproduction.
<br /> 5 WALL STUDS � � `
<br /> 1 1/2" = 1'-0" 1 1/2" = 1'-0" PER PLAN, TYP --�� - - �',�;- - ---_ - -- BRIDGING STRONGBACK - --- � -- ____-_----- BRIDGING
<br /> 150U050-54 COLD -- WALL STUDS \� CHANNEL, TYP STUD TO MATCH � - , CHANNEL, TYP 2017-013
<br /> WALL STUD
<br /> BLOCKING PER**CF-BW-19'`*, PLACE AT � � STRONGBACK ��� - WALL STUDS
<br /> ROLLED CHANNEL - / '� � r -- ANGLE PER
<br /> � EACH END OF WALL AND AT 8'-0" OC MAX � % STUD TO MATCH ; � �'� ,,,
<br /> � � o � PER PLAN, TYP
<br /> HORIZONTALLY. ALL STRAPS SHALL BE ! '� ° �" � STRONGBACK DETAIL T150 TRACK TO
<br /> �� WALL STUD --� � � � � � �
<br /> ATTACHED TO (1) BLOCKING MIN ------- - � a j MATCH STUD � � #10 SCREW - (4) #10 SCREWS �
<br /> 0 0 , j `- ANGLE PER
<br /> � WIDTH AND �
<br /> GAUGE ------ -
<br /> � @ 12" OC, TYP / PER STUD BAY
<br /> � � ` **CF-BW-10**, TYP - - --- i MARK DATE DESCRIPTION
<br /> o °
<br /> � / ,-- BLOCKING TO
<br /> ° T150 TRACK TO
<br /> �, MATCH WALL
<br /> -- o � MATCH STUD ' , ' '
<br /> STUD
<br /> (4) #10 SCREWS WIDTH AND o � o 0 0 ��
<br /> � � AT BLOCKING ' -� o o � `
<br /> _ �
<br /> � ��'�-- SPLICE W/6 LONG � GAUGE -- ' � ; ° ° - -- - � �� � I ��- BRIDGWG -
<br /> � � CHANNEL AND (3)#10 � � ' CHANNEL
<br /> SCREWS, EACH SIDE � - SPLICE STRAP #10 SCREWS � � � �
<br /> ; � ONLY AT BLOCKING @ 12" OC, TYP --- �� ------' - BOTTOM TRACK ANGLE PER [STRONGBACK DETAI�] ---� / `- BOTTOM TRACK
<br /> � BELOW
<br /> #10 SCREW ° � BELOW ANGLE PER**CF-BW-10*", TYP �
<br /> Oo � EACH STUD ° WALL CORNER CONDITION INTERSECTING WALL CONDITION SECTION G
<br /> \ F�'°`N�E ��� �-�i2Xs3 nni�coN-r-rAUT SECTION B SECTION C � � ' ' �
<br /> � BRIDGING STRAP ON
<br /> -- --- \�, SIDES OF WALL WITHOlJT PRWCIPAL IN CHARGE:� -
<br /> � T
<br /> --�- -- AT CONTRACTOR'S OPTION: QUAUFIED SHEA HING g R I D G I N G AN C H O RAG E D ETAI L
<br /> SIMPSON SUBH/MSUBH PER NOTE 2 PROJECT MANAGER: � -
<br /> PROJECT ARCHITECT: � -
<br /> BRIDGING CONNECTOR OR QUALIFIED � � 1 1/2" = 1'-0" JOB CAPTAIN: � -
<br /> 1-1/2x1-1/2x54 MILx(STUD SHEATHING � q
<br /> A WIDTH-1/2")ANGLE PER NOTE 2 —' � � '
<br /> W/ (2)#10 SCREWS EA LEG NOTES:
<br /> 1. AT THE CONTRACTOR'S OPTION TYPE 1 TYP I CAL
<br /> OR 2 BRIDGING MAY BE USED.
<br /> 2. QUALIFIED SHEATHING SHALL BE COLD-FORMED STEEL
<br /> CONSIDERED TO BE FULL HEIGHT GWB,
<br /> PLYWOOD, OR OSB ONLY. QUALIFIED D ETAI LS
<br /> TYPE 1 BRIDGING - COLD-ROLLED CHANNEL TYPE 2 BRIDGING - STRAP SHEATHING MUST BE INSTALLED PRIOR
<br /> TO ERECTING FLOOR OR ROOF
<br /> FRAMING ABOVE. � � �
<br /> 3. TYPE 1 BRIDGING IS NOT ALLOWED AT
<br /> STUDS WIDER THAN 6".
<br /> � ,
<br /> TYPICAL GOLD-FORMED STUD BRIDGING •
<br /> 9 1 1/2�� _ ,�-o�� NOT FOR CONSTRUCTION
<br /> � 2 3 4 5
<br />
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