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1 2 3 4 5 <br /> EX TOPPING PER ARCH � <br /> TYPICAL WALL STUD \ <br /> p PER 11/S8.03 ---- — � DIAPHRAGM SHEATHING EX SHEATHING PER PLAN - --� ��� <br /> �` - DECK ORIENTATION PER PLAN \\ $ <br /> � �. <br /> (2) PAF. MATCH PANEL \� j 43 MIL COLD-FORMED CLIP \ S8.05 <br /> � \ <br /> � EDGE FASTENER STEEL DECK PER PLAN , � � �- HSS OUTRIGGER BEYOND ANGLE ES W/ (2) #10 WOOD �_ <br /> ,\ <br /> � SPACING PER SHEAR � � � j� SCREWS AND (2)#�10 METAL � <br /> 54 MIL COMPRESSION WALL SCHEDULE ------��, �� j' j SCREWS - - ----------�� ��, � � <br /> STUD PER HOLD-DOWN � � W POST PER PLAN � <br /> SCHEDULE � � i � �� T/SHEATHING � �\� <br /> � � - — — — — — � T/SHEATHING <br /> . � i ____ — --- <br /> � / �! i �� � . . � <br /> �� �� � � � - - - - - - -- - - - - - -- - �- - - - � ��\ <br /> , � � � � <br /> �� � , � �� <br /> io � � . - . - - - . - <br /> % � . <br /> �� • . . .. •: � <br /> � O <br /> �� � � � <br /> �/� � I I ��� �� �. � <br /> 600T150-43 --� � � � �� � � I I <br /> � �� � � '�; � 43 MIL CLIP ANGLE W/ (2) I I �� � ' <br /> `, PAF IN EACH MEMBER � � � <br /> ��,� - �=� ,� _� �-� -` - ` - .- -- - � I I � ` I I � EX BEAM PER PLAN <br /> ---- - <br /> ---- - _-- -� _ <br /> � 3" LEG DEFLECTION � � �- (2) 600S162-43 � � � <br /> \ � � � _ %" I I I <br /> TRACK � � <br /> � <br /> / ��� SHEAR WALL ;/ \ \' \` SHEAR WALL � I ' �— SHEAR WALL SHEATHING I I �-- STUD WALL AND 1601 Fifth Avenue,Suite 1600 <br /> j ' S H E A T H I N G —� � \, S H E A T H I N G � � I I S H E A T H I N G P E R P L A N � S e a tt l e,WA 9 8 1 0 1 <br /> / � � - r, 1--- � �' 206.622.5822 <br /> HSS POST PER PLAN -- V � �� ��— WALL STUD �' kpff.com <br /> � � -- (2)#10 SCREWS. MATCH �' � 54 MIL COMPRESSION <br /> PANEL EDGE FASTENER \' TYPICAL WALLS STUD STUD PER HOLD-DOWN <br /> SPACING PER SHEAR PER 11/S8.03 SCHEDULE <br /> WALL SCHEDULE <br /> . � . • <br /> COLD-FORMED COLD-FORMED SHEAR WALL - SHEAR WALL TOP SHEAR WALL T� P . 8 <br /> SHEAR WALL - HSS P ST �°�°F wAs�f���� <br /> � O WIDE FLANGE POST CONN AT �UTRIGGER DIAPHRAGM BEAM CONNECTION � ��� o� <br /> � <br /> 3° = 1'-0" � 3" = 1'-0" � 1 1/2" = 1'-0" � NO SCALE - <br /> - EX SHEATHING �aU� 0036475 ���`"4�,�'� <br /> � � T�aL ��� �� � <br /> EX TOPPING PER ARCH � � <br /> SSI�NAL �'�� �2� �'� <br /> (2) PAF. MATCH PANEL W POST PER PLAN \ � <br /> 0 <br /> � � � � EX WOOD BM <br /> EDGE FASTENER � � � ' <br /> SPACING PER SHEAR � � � � � � � <br /> WALL SCHEDULE � � <br /> ����� � � � I T/SHEATHWG <br /> � �� ____ _ Warehouse <br /> , <br /> � � � � � � � � � � � � � � <br /> ���� � - - - - ����������� Bath room Expansion <br /> � � � � ; � � � � <br /> � TOP TRACK PER � � I I I I I I I ( <br /> � 1/S8.03, TYP - J�� ' � I I I I I I I �O R <br /> I I I I I I I I I � <br /> ' I I I I I I I I ', <br /> � I I I I 1 I I I � . <br /> � Teague/ Boe�ng <br /> STUD, TYP -� I I I I i I I I �'�� - <br /> � <br /> � I ' <br /> ��� i I I / I I I I I i <br /> m � � � � � � � � � AT <br /> - � - �, � - - - y � �--- � — ��, i i i i i i i i � <br /> �, i i i i i i i ' <br /> \ SHEAR WALL ;__---L� _____ L_ 1_____,% , ----- -----i -----------_. _ 1 ___ _ 600� - 23rd Drive West <br /> � I I I i I I I I � <br /> ' ; ;' � -- Everett, Wa 98206 <br /> � SHEATHING <br /> \� � 54 MIL COMPRESSION 1-1/2x33 MIL CONT TAUT � <br /> �� TYPICAL WALLS STUD STUD PER HOLD-DOWN GRIDGING STRAP ON SIDE �' <br /> PER 11/S8.03 SCHEDULE QUAL FIED S E�THING '��� PERMIT SET �� <br /> B <br /> 08/21/2017 g <br /> This drawing is: <br /> C O L D-F�R M E D S H EA R WA L L � 1. Copyright 2017 Dykeman, ���. <br /> SH EAR WAL L TD 2. The Architect's Instrument of Professional Service. <br /> WI D E F LAN G E POST 3. For use on this project only. Obtain Architect's <br /> 5 3„ = 1'-0„ <br /> D I A P H RAG M B EA M C O N N E CT I O N Written permission for any other use or reproduction. <br /> 8 NO SCALE � � � � <br /> 2017-013 <br /> . <br /> MARK DATE DESCRIPTION <br /> • � <br /> PRINCIPAL IN CHARGE:� - <br /> PROJECT MANAGER: � - <br /> PROJECT ARCHITECT: � - <br /> A JOB CAPTAIN: L- <br /> � - . <br /> A <br /> COLD-FORMED STEEL <br /> DETAILS <br /> . . <br /> • <br /> • <br /> NOT FOR CONSTRUCTION <br /> 1 2 3 4 5 <br />