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\� <br /> . <br /> ARCHITECTURE 1056ROADWAY <br /> 4TH FLOOR <br /> PLANNING NASHVIILE,TN 37201 <br /> INTERIORS (P)615.244.8170 <br /> G RAPH I C S (F)615244.8141 <br /> www.mjmarch.com <br /> �— _.__– ----_._._ <br /> � � ,, ��::.�., �+ <br /> y�- sw}?,?.� � '"�-=�.. <br /> �� v � � <br /> i � 4 !Y;' �.`�. o- <br /> � �.� ���i�_ . :� f <br /> �: � � �� � <br /> /fE <br /> � t�-�`::. ` <br /> �=< .�µ `'�' °�� � <br /> �. �< .�. <br /> �e � �4� <br /> , <br /> ��«���� <br /> ,' <br /> �e, <br /> f: <br /> f <br /> � I � <br /> P LAN ET <br /> FITNESS <br /> PLANET <br /> FITNESS <br /> _— ----- PROVIDE (2)SIMPSON STRONG----- <br /> � TIE 0.145"PDPT FASTENERS � <br /> � (OR EQUIV.) @ 48" O.C. MAX <br /> � (WHERE WALLS EXTEND TO 7621 EVERGREEN WAY <br /> , oecK) EVERETT, WA 98203 <br /> i <br /> ��x _ _ x_ <br /> NOTE: AS AN ALTERNATE TO STR,4P BRACING OR ¢ ' � a � <br /> BRIDGING AT TOP OF WALL, CONTRACTORS OPTION Q � METAL ROOF DECK, j � � � <br /> - SEE PLAN N <br /> TO USE SLOTTED TRACK, DOUBLE TRACK OR � N <br /> POSITNE ATTACHMENT CLIPS TO ACCOMMODATE N i� <br /> DEFLECTION <br /> ATTACH DEFLECTION TRACK <br /> ' PERMIT SET <br /> TO STRUCTURE ABOVE- i / ! <br /> DEEP LEG DEFLECTION \ a � � a 0 5/04/ 17 <br /> , � , <br /> TRACK,WIDTH AND " Q ' � : � JOISTS, SEE PLAN <br /> 20GA DEEP LEG �x � � �� �, � ���, � <br /> % THICKNESS TO MATCH <br /> i suPTw�,cK. sTu� - -- � � \ MJM # 16306 � <br /> MIN. 18 GA RUNNER TRACK SOLID BLOCKING @ 10'-0" � PROVIDE (2)SIMPSON <br /> O.C. MAX. VERTICAL MAKE RUNNER TRACK 8" I <br /> GAP AMOUNT FOR ? X LONGER THAN STUD INSIDE SPACING. CLIP FLANGES STRONG-TIE 0.145"PDPT <br /> � VERTICAL DEFLECTION � ¢ OF TRACK 4"FROM EACH END. BEN�TRACK AT FASTENERS (OR EQUIV.) NO. DESCRIPTION DATE <br /> " N� CLIPPED FLANGES. BLOCKING AT 5'-4"O.C. MAX. WALL3 NOT^O DECK) E � - <br /> �'T HORIZONTAL (EVERY4TH STUD SPACING)- � <br /> " � � --- -- <br /> " � � ��� PERPENDICULAR TO JOISTS PARALLEL TO JOISTS <br /> � �NO ATTACHMENT OF ' _ <br /> T TRACK TO TR,4CK. � � 1-1/4"x 20 GA. STR,4PPING, SCREW <br /> � � TO EACH STUD FLANGE W!(1}#10- <br /> . ' • <br /> � ��, 16 SCREW.(STRAPPING TO START INTERIOR METAL STUD WALL, SEE <br /> � &END ON SOLID BLOCKING)- -- ---., �, PLAN FOR TYPES ' <br /> ri� \ � --� <br /> � � A, <br /> a�i � �� `V --USE 18GA RUNNERS ALONG BOTTOM i <br /> � STUD WALLS.-AT CONCRETE BASE <br /> L \ � <br /> \ <br /> LL1 \ � � 3HOEATH NG TO DEFLDCTOION TRACK <br /> I � � � � (2)3 MPSON STRONG-�T E�PDP PINS�@ ���'� � <br /> 20GA DEEP LEG � ` , � � <br /> co � CAPPING TRACK �_ i 16"O.C. -AT STEEL BASE SHOOT — <br /> � PLACE 1 ROW OF LATERAL BRACING W ITHIN 12"OF SCREW ATTACH BOTH PARTS OF CUT <br /> � `- (1)-#10-t6 SCREW DEFLECTION TRACK. FLAT STRAPPING EACH SIDE OR FLANGE TO STUD ON EACH SIDE WITH � RUNNER TO STEEL- USING (2)SIMPSON <br /> � AT EACH FLANGE. \ COLD ROLLED CHANNEL CENTER BRIDGING PER (2)#10-16 SCREWS. i <br /> STRONG-TIEPDPTFASTENERSEVERY misd�aw�yaodinedesi9nsnownistne I�rryottha <br /> � �6"O.G SCREW VERT. STUDSTO arohitect. Thereprotluclion.copyingoruseof�hisdrawing <br /> � 'NOTE: INSIDE DIMENSION OF OUTER \� WALL TUD,TYP.8EE PLANS FORISIZES. ALL STUD �` . � \ -- MTL. STUDS. S E PLA S�DE � � / RUNNER USING (2)#10-16 SCREWS � S�B EE PLANS. `"'"'°°itnatrwnw, besuciect to�e9a�acron. <br /> � 'tten wnsent is pmhiblted entl any <br /> C � iMringement <br /> � TR,4CK TO BE 1!8 MORE THAN STUD MATERIAL THICKNESSES TO BE SIZED PER MANUF. D ETAI LS <br /> � DEPTH. STANDARD CHARTS OR SSMA TECHNICAL PRODUCT --USE(6)#10- 16 SCREWS �. i <br /> � - GUIDE FOR UNBRACED HEIGHT USING 5 LBS. EQUALLY SPACED ON EACH <br /> � LATERAL LOAD AND L/240 DEFLECTION <br /> SI�E OF BLOCKING. <br /> � <br /> L <br /> � �CONSTRUCTION - DOUBLE TRACK OPTION O CONSTRUCTION - DEFLECTION TRACK �CONSTRUCTION - LATERAL BRACING � CONSTRUCTION - STUD WALL BRACING <br /> ___ ___ _---- _ _ _ _- _ - --- - - <br /> --- -- -- -- - - _ --- ----- --_- <br /> � SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. <br /> � A502 <br />