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��v. . . <br /> � CAUTIO(� : F TH S SHEE-(- IS NO-� 30�" x42�" IT IS A REDUCED PR1 �J -� <br /> ,. <br /> �� DECK LINE Y <br /> WALL TYPE NOTES: � BRACE TO STRUCTURE, o M � � <br /> � � / ALTERNATE SIDES. USE METAL � � <br /> 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC-ESR-1338 / STUDS (�? 4'-0" O.C, MATCH r � <br /> 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPAC{NG WALL STUD SIZE & GAUGE (3 ¢ �j W <br /> BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. 2 5/8" 20 GA. MIN.) BEND WEB o � <br /> 3. MAX. STUD SPACWG SHALL BE 24'�. - � / & FASTEN TO TOP TRACK. i- O- � <br /> 4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS. h \ / MAX. LENGTH OF BRACE 25'-0" w <br /> • 5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES. � w � <br /> 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. INSULATION z � .i <br /> 7. ALL RESTROOM WALL STUDS T0 BE 6" AND FULLY WSULATED, U.O.N. � � � <br /> SUSPENDED ACOUSTICAL CEILING, � � <br /> SEE RCP � � <br /> WALL TYPE PATTERN SCRIBE WALL BOARD TO CEILING � <br /> w V <br /> GRID AND TRIM NEAT AND TRUE � � � <br /> � � <br /> WALL TAG MODIFIERS: TOP TRACK SECURED TO WALL � � <br /> BRACE W/ (2) #8 SHEET METAL � <br /> � <br /> � • <br /> C3= 3-5/S" METAL STUDS SCREWS � ��/ � <br /> BOTTOM TRACK FASTENED TO � Ii� � <br /> FLOOR � 16"O.C. MAX. � � � <br /> � <br /> . Q � <br /> � � <br /> 3 � � <br /> Q J <br /> 5/8" GYPSUM - WALL BASE WHERE OCCURS, � <br /> BOARD EACH SIDE SEE FINISH PLANS ,1 <br /> OVER METAL STUDS, �., o <br /> SEE METAL STUD � � ' ACOUSTICAL SEALANT ,�, <br /> TABLE FOR SPACING FLOOR LINE � <br /> 0 <br /> \ � �n <br /> WALL TYPE -C3- � W " <br /> WALL TO UNDERSIDE OF CEILING � ,� o <br /> � <br /> SCALE: 1-1/2"=1'-0" IWAMT-Wall_type_C-01 � �' °�` <br /> w <br /> � Z o <br /> v <br /> o � � � <br /> .., v .� � <br /> DESIGN BUILD METAL STUD: m � � � � � a; <br /> v � � `p N <br /> 1. S T E E L S T U D S A N D R U N N E R S: M I N I M U M B A S E-M E T A L T H I C K N E S S: 00 � � � � �� � � � � <br /> a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: J °�' '" •° ;.� v � � ° � <br /> 1) INTERIQR METAL STUD/GYPSUM BOARD ASSEMBLIES TYPICAL LOCATIONS: WITHSTAND = � � °�' � ~ � � `� N <br /> � � <br /> LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN a a Q . � CONCRETE ROOF/FLOOR � � �'" .� °A •� o '� ¢' `�' <br /> � <br /> L/240 OF PARTITION HEIGHT. a � <br /> z <br /> 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR � �� . 4 � POWER-DRIVEN FASTENERS C�? Q <br /> � <br /> OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR � . . : � 16" MAX. PENETRATION AT � <br /> PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, a � � POST-TENSION SLAB � <br /> MINIMUM 20 GAGE STUDS AT 16" ON CENTER a ICC-ESR-1752 0 <br /> 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR � � � a '- � � /''��z <br /> • ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. .� � a d 1-1/2"x4" 12 GA. ANGLE ¢ W W t`-"'tQ� <br /> 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, 4 �� CLIP. MATCH BRACE/STRUT ,�; � � ��"'' z 6, <br /> PROVIDE MINIMUM 22 GAGE STUDS. WIDTH WITH (2) #10 SCREWS, N � U '�^'�'�c=n �, <br /> 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. \ TYP. o � Q ,L--�-�� � <br /> � ' �-� o <br /> 6) CEILINGS: AT CEILINGS USING MOLD-MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 M E T A L D I A G O N A L B R A C E A S �p <br /> INCHES O.C. FOR 5/8" GYPSUM. \ SHOWN ON WALL TYPE = a w X <br /> 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMWG WHICH IS EXPOSED TO WIND � � � >Q W <br /> LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN �� o � � p c~n <br /> 3/4 INCH, ETC) � o � <br /> w F=- <br /> � � � <br /> b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE � � � <br /> STRUCTURAL CALCULATIONS. � > c� <br /> �.,., <br /> w cc <br /> m <br /> . � <br /> Q � <br /> _ <br /> � <br /> � DESIGN BUILD METAL STUD WALL SWAY BRACE � <br /> z �„� <br /> Q WSCALE: N.S.C. IWAMT-Design_Build-Metal_Stud � SCALE: 3"=1'-0" IWAMT-Dia_brc_hd_con-01 � z <br /> o � <br /> � <br /> Z v � <br /> MEMBER DEPTH: FLANGE WIDTH: w � O <br /> (EXAMPLE: 6" =60o X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" �162 X � <br /> � � <br /> ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS � � <br /> INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN 1N 1/100 INCHES. Q � <br /> DEPTH IS THE INSIDE DIMENSION. � F— <br /> � <br /> • STYLE: 6�� S 162 - 54 MATERIAL THICKNESS: � � <br /> (EXAMPLE: STUD OR JOIST SECTION =S ) . (EXAMPLE: 0.054 IN. = 54 M(LS; 1 MI� =1/1000 W � �^ <br /> > � vJ <br /> 0 <br /> THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE ,l, <br /> THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL BOTTOM TRACK WITH z }- OO <br /> THICKNESS REPRESENTS 95� OF THE DESIGN POWER-DRIVEN FASTENERS AT o � O <br /> S= STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS. <br /> F = FURRWG 16"O.C. MAX. � � <br /> INTERIOR NON-STRUCTURAL NON-COMPOSITE ICC—ESR-1752 � � � <br /> z (S)STUD SPACING 5 PSF (S)STUD SPACING 5 PSF � �� <br /> w J � <br /> � � <br /> o MEMBER (IN.)O.C. L/240 MEMBER (IN.)O.C. U240 � <br /> � N � � � <br /> . J 250S125-18 12" 10'-6" 400S125-43 12" 20'-9" Q #10 SCREWS (TYP.) Q �C <br /> 0 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" a ' = G � <br /> � � <br /> '�' 250S125-18 24" 8'-3" 400S125-43 24" 16'-5" � (.::� ACOUSTICAL SEALANT N � � <br /> . cn w z � <br /> � �250S1. 5��3���� % 'i%; '/� �%%`/,i%i/ /i�i�1�5��5'r�J50i'Sf" %i/i�r /fs/';';%1;;� � ? � :�. .-.� o � W <br /> . � ,;,,,,,�„�,;,�;�,�,%%/ //���`..1% ,%%�,���;/,/; �,4��,�,T,,,4�,�;,,,�,,,a, ,/i�z,%///� /f,2.��,;�,,%%i � - � z <br /> � ;�iiii.'i�i e;/f,,,/ ';/ � i,ii���� � �i,r�r,� ir �riiiiri�iii�;r i��i i ,ii�, � /„� ;,r ��;i%���� i � � ( �� CONCRETE FLOOR w � W � <br /> � ���9,��;25i�3�,//fr�/i�/ �'i?si/ :,/ ��9..�/�// �oos�2� �4��50 �51�� ����//r,: ��;?S�i;,���// I � �=:I � W <br /> ��,� // �r//%i � �ii/iri iii//i�//isr�/ri/, � <br /> � �L50�1�5�'33��/,���/ % 4'''� ���lp'%/�'r�/%/ /�rir� ii�5/���O�KS�� ���4�,�,�j% � /7,,fj f� Q � � > <br /> � .,i,��/�f/�,ii�//r'//�� �� r'� l/1/lii,�/.�i,�;!///1 .�iigiS����/7,�/,>,i,/riii��, ��i�i'l//� �i�i////��� a d z � W <br /> II . p . W \ W <br /> � 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" 23'-8" w � . � U � � / <br /> � 250S125-43 16" 13'-0" 400S125-68 (50 KSI) 16" 21'-6" � ^ � U � W <br /> � 250S125-43 24" 11'-5" 400S125-68 (50 KSI) 24" 18'-10" v~i � � W <br /> � � <br /> /iiiiiiiiifi� i� ,/r//// �,�/i/�� / %/////i�i v // m � <br /> 600���.��5i%�%/////��� %i%�.����� /,f'/���4iir%�% � � <br /> 3 fi'S%5%8%�f � '%' .��j�' 1// !�i;�/�,jl iiii��iif/��i Xl s "�1��6'%� � � fl;�%r f'/��� a � � <br /> iii�ii,�,�iri'1�i/���j��� ��ii�% �J/�i'//r��� :fiq���;�5�2i 7r�f'���f ��i,�///%''���//�i�,/ii.�i� = WALL BASE FULL HEIGHT NON-RATED WALL <br /> . . . . . „�,,,/,,,� ,Jy I /,,,,, ;ff f r/�;%'�(, ;,,rr„J,,,,;.X,, - ���� i' % .��r,',�,rr,,���� ''/ ,';, ;,�� / F- � � w O <br /> . 3�,6,2S1��7��5�����flJ 16� 1� 1 , 2/` Op 1�5 r27 /�'� ' ,/� %� 17 ��%`/��,; » � �, 3 � <br /> %,��% ��,��i:����� �i�������.����;,/����� /%�i�//O�r, '�ii/�/,�r�i� v� SCALE: 3 =1 -0 IWAMT-Base_typ-Ol a � <br /> � � � � � � ii,=i r,tiii/✓i�/ /i' �/�' � /Ji,�i ri// » > » � � � � <br /> :3�2S12�T�18����j�i, '���r,4 �,,,�9> �1./r�! 600S125-33 12 26 -2 � = r <br /> � j� r�i/7 iii%i/i� � <br /> 362S125-33 12" 17'-7" 600S125-33 16° 23'-9" Z � � <br /> 362S125-33 16" 16'-0° 600S125-33 24" 20'-6" � NOTE: z W <br /> r � „ r f�� „i,� PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT ``' <br /> i il.;� iii,�rrii / � .v��i <br /> 362S125-33 24" 14'-0" ;6��,OS�j�2 j,4�����/ �2�� ���8���f�, LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION w <br /> � . � . . � . . �U,�%///f!/� //l/f/ �� %/ ' /�i/ � /%/!//// %//// /%//��/// � � '.// i 1� . // l//r�,/,��/ � � � � �. <br /> � � 362�51��5� A�3'���,�� �2�� f 1�9' '�>/� 6 OS12 3 `'%� � 6`' ! 26' ' � INDICATED � <br /> � � �����ir Tl�ii�/ �� � /��. �ii�i/��i� ��i��i�ii�i7�%//���������%��:i��;���i%�/���/% � Q � <br /> �iiifiii f j/'/i y / /;��! rj/'// �i;�/�. v iriili iii�iiii�,/�' j//�ii;C� �;/�// :i;,� iir�i <br /> � � � � � ;�6�S1�Li�%/��i3��/�� ``��%i6�i✓'/1�/%5�� 80�OS��i57i43%`f����<%//f�i��/�'%'�2i%i��i � � >- <br /> � � � �iii�ii �ii//���''/`/ j' //„� /i //,;/��l �� � �, m <br /> � � � � � � � � � � � 3�2S�;�5��,,43������� �2�4�� ���jri3�� 600S125-54 (50 KSI) 12 30-9 � � � � <br /> Q a <br /> 362S125-54 (50 KSI) 12" 20'-6" 600S125-54 (50 KSI) 16" 27'-11" f- � � <br /> a x <br /> � > ,> „ „ ,� w <br /> , 362S125-54 (50 KSI) 16'" 18'-7' 600S125-54 (50 KSI) 24 24'-5 0 6 DOOR HANDLE Y <br /> 362S125-54 (50 KSI 24 16 -3 600S1n��F�'f 8%(��-Q''{��Sf ; J 1�f"���� i� ,r3���j���� ��' UGHT SWITCH SENSOR � <br /> 1 � /i/iiiii3'i7//�i%i`:/i.�//'Iii��: �ll�l/�//l. ��ii,�7i///J/1/i =p / / � <br /> 36�59��_/,�8/;Si�Kir�' ��j,r�'j/,�% i/,�,/�Jf�i,�,�`,�f � /r��iiii�if�ffi8��r�fiir; � fi��� :% �ii.�/_%.'��i ' �w o� cn <br /> � � � � � 1�J� %11,//i�l� !///�2�/Ti/��l%% 69i.���i�i�i��iil���i�%Kis��% ����� �.�,��i�///��! THERMOSTAT w Y <br /> . � �Y�/i/��f��r///r//r�i%/i ,r; <br /> . . . ////r/l/�/ /1/r///�/// � lL,i� � �i�� i�� , ,/f////////�/ ��// 1////, � //.}1 /// //!��'/�� �� \ = Q <br /> ;3�;2��;�57��,��,���;�.��; �/i?�6;�// ��s,-�i%/j :�,9�����i�6,$��59r�S;s��> �/,,���/ �,%�?s���;;�i Q Q . — o � <br /> �iiii� <br /> � iii i i��i i��/���r�,,'i/�, �� ,, iii ���' <br /> � � � �362S12-5= $� 5(� u�1-' � 4''� � t�7%��c,�''� 800S125-43 12" 36'-1" ��� � >- w � <br /> viiiriri,ir//�i,lr�i7'��",�,i�, '�j,ir/� ��i�//�'i7'i���. w z z � <br /> Z l.+J <br /> 400S125-18X 12" 14'-9" • 800S125-43 16" 32'-9" �Z � ¢ <br /> 400S125-18X 16" 12'-10"� SOOS125-43 24'� 28'-8" i� \ � � <br /> � � � � � � 400S125-18X 24" 10'-5" • 809S��5%��i�50�KS�}� ��r,� �' "';'�;, m z � � <br /> � � '� �i% �///�`�.�,-i�%�i% ��� `�� � <br /> � � 400S1��25�3�%`�i'� � � l��i' %`- ri,�,j,,�, �Q0�125��5�4'/l��O/���/�)SI`j� ��1�6rf/�� j���'S�/!/:,/"�f/� �-�� � � � � � <br /> . . . . . . � . .�//I/�//l//���//�/���jl///.��//��/l1/.������i'v//��A% '�///f�/////��ffl�i7'!/>`////J.l,i .�/////,�///J� /l//l�/J/�/��� =Z m . <br /> ��0 S1 f 5�3� % 6s/` % /%��'3' SOOSf 2����4' �%KS�; f� 2`>,'� �� 3 ,/g�� s i-o <br /> . �„�,,,�,,,�,,;%///�� �,�;;�,:;��,�,�,,;�i .,,,,,,�,,,,,,,�,�,��,�,...,��: r;�;�i ,�,9�.�/,� ��- o �, <br /> � � � � %/J//J////// /If, / � /lj✓ % //b���it'� » n w <br /> �//�,/� /,�/// Z Q <br /> %40����,1;25�'i3�'!////��r, �//�ri`��� %'/'//J��;7/��� 800S125-68 (50 KSI) 12 41'-11 v o J ❑ <br /> J <br /> NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI� 16" 38'-1" Z� _ (n <br /> STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI� 24" 33'-4" " N � <br /> '�� ESR-3°64P LT. S W I TC H / T-STAT I N S TAL LAT I O N Q Q <br /> � L I M I T I N G W A L L H E I G H T T A B L E-L/2 4 0 (� SCALE: 3/8��-,�-o" IMIM1-Light_switch_T_stat-02 4 � w <br /> � S C A L E: N O N E IWAM T-Height_table-L_240-SSMA v � 0 � <br /> Q Q � <br /> ► � � � <br /> � <br /> Q- w � wm <br /> � � w � <br /> > <br /> j � � w � t— <br /> � <br /> Q � W � � � <br /> I � Q' p�j � � <br /> CO � � . � . � � . . S . <br /> � � � . � . � � . � � . � . � � � � <br /> � � � . . � . . . . � � . . . � � . . <br /> � � 0 0 <br /> � � . . . . . , . . � � � � � <br /> C� U <br /> � � � N <br /> � � � � � <br /> a Z <br /> U Q — — — <br /> / � ap rn <br /> � <br /> f- � <br /> o � � o <br /> � w W � � <br /> � a <br /> �— o 0 0 <br /> � � oo ao o� <br /> n� � � . . . . � � . 0 � <br /> �--� <br /> -� �- � O O <br /> U N N N <br /> L w <br /> / . . . � ' � F" � . <br /> � � � . � � . . . . . � � W . <br /> � � . . � . . . � . <br /> / � . . � � � � � Q <br /> � � � . � � . � � � � . <br /> jo PA/PM: C. KANG <br /> � � <br /> j � DRAWN BY: SC <br /> Q � <br /> W . . . � . . � � � . <br /> j � JOB NO.: SEA18-6146-00 <br /> � � <br /> � <br /> � <br /> � ¢ <br /> o SHEET � <br /> � � <br /> � <br /> c.� <br /> � z m <br /> L � .- <br /> . � <br /> � � . � � . . . � Q . � N . <br /> � � � � <br /> � <br /> / <br /> (n o <br /> / <br /> H � <br />