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_.___ _
<br /> _ ___ _
<br /> CAUTIOf� : IF TH S SHEET � f� OT �0�� ��-2�" T I � A � �DUC�D PF� NT � � -
<br /> MEMBER DEPTH: FLANGE WIDTH: :OTES FOR ALL WALLS:
<br /> SEE METAL STUD CHART FOR GAUGE. � M �
<br /> ACC E S S I B I L I TY N O T E S (EXAMPLE: 6" =soo X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625° � 162 X INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR-1338: • SEE FLOOR/PARTITION PLAN AND/OR GENERAL � �i'I �
<br /> ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS » NOTES SHEET FOR ANY REQUIRED NSULATION. >- � N
<br /> „ , - MAX. METAL STUD SPACING SHALL BE 24 O.C. „ z W
<br /> INCHES. FOR ALL T' SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. » • ALL WALL STUDS TO BE 3-5/8 , U.O.N. ¢
<br /> DEPTH IS THE INSIDE DIMENSION. - MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4 SCREWS
<br /> » » • ALL BRACES TO BE 3-1/2" 25 GA. METAL � �
<br /> 600 S 162 - 54 - MAX. FASTENER SPACING SHALL BE 12 FIELD & 8 AT EDGES.
<br /> 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOW SHALL BE REFERENCED IN THE STYLE: MATERIALTHICKNESS: 4 STUDS OR WIRE HANGERS AT 8' O.C. U.O.N. � �
<br /> 2012 INTERNATIONAL BUILDING CODE AND ICC–A117.1-2009. (EXAMPLE: STUD OR JOIST SECTION =S ) (EXAMPLE: 0.054 iN. = 54 MILS; 1 MIL =1/1000 – • ALL RESTROOM WALL STUDS TO BE 6 AND z
<br /> THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE FULLY INSULATED, U.O.N. w r � ,�
<br /> THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL ,– � TYP. � v c�
<br /> 2. ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR OWNER FROM � � z i.
<br /> � THICKNESS REPRESENTS 95� OF THE DESIGN � � UNDERSIDE OF ROOF OR DECK ABOVE w � �
<br /> COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. � i �
<br /> S = STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS. �
<br /> F = FURRING �� i � �
<br /> 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND FEDERAL INTERIOR NON-STRUCTURAL NON-COMPOSITE: `- � �
<br /> ACCESSIBILITY STANDARDS. �
<br /> Z (S)STUD SPACING 5 PSF (S)STUD SPACING 5 PSF w U
<br /> �
<br /> 4. REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND ICC-A117.1-2009 FOR o MEMBER (IN.)O.C. L/240 MEMBER (IN.)O.C. L/240 ''
<br /> CURRENT AND UP TO DATE INFORMATION. � �
<br /> � 250S125-18 12" 10'-6" 400S125-43 12" 20'-9" � O �
<br /> � � C
<br /> z » > » , � „ c� O �f
<br /> 0 250S125-18 16 9 -7 400S125-43 16' 18 -10 � � 'v�
<br /> ,> > �� » � „ �, —/ C�
<br /> � 250S125-18 24 8-3 400S125-43 24 16 -5 � m r Y . �
<br /> � '5"�� '' , :;�j/�, ��;i ',�% ��'1�''�2%!� A�OS125�54' S0%�81}> �%2i % //ij;2,2�%s�'/// N � �--i �
<br /> � 2�OS 25 ,33 ;, y/,,,� ,,�12. .i� //i3/�!�// ';r��i��i�/i��/��r���i i/i ,..//iii.�/ !i�i. �,���/! � J � ,�
<br /> � 2505125 `33 i� '/% ,��i16"��." i//1;2�/��,;ii�i, �OOS1"2b�54% �O;KSI � '';/16''�%%% ;%/��0/,2�;%/j Z � �
<br /> � f�/, � ,: %/ i �,. � 4 {,� � //��// i�/; v�,/,�i, � c�
<br /> (9 ii;i / �, ��/ i/ / i,i i i/i �� /��///,� i/iii
<br /> Z ' / ii ;� / %�i ��% �t i/���! �i f »,;�i%.. � / �. //� ��i///j'// / /,,' /,���j� j/ // �/i���- j.: � - W Q�
<br /> � 2505125 33:` ! !;��;� ,';24 ;i/,; �,f;10,, 6 �;;% 400SJ��5.�5�4,�(�O,KS�}� j2i4%/% �/����;���/�� N ¢ J
<br /> � , ,. : , ., , ,
<br /> � 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" 23'-8" m �
<br /> w ,�
<br /> � 250S125-43 16" 13'-0" 400S125-68 (50 KSI) 16" 21�-6" � __ �
<br /> Q .- �� w
<br /> w » � » �� � » = U
<br /> � 250S125-43 24 11 -5 400S125 68 (50 KSI) 24 18 10 � � �_-
<br /> /i/ i'. // -"// � %; ��/i���-%i �� � � >'%%� � �
<br /> CEILING LINE o
<br /> 600S925,,27,!��%�� . ���2%% , ,,�24�4i� � � � � z N
<br /> i i : i �i/ /// i;i/ u ,/, i:i i/ ✓/i �� Q � � W
<br /> '� / "' i �: � /' / -; , ,. � v � ... ��/ � �'. i / �/ ��� a % � b!�i,
<br /> ;3625 25,�18';, � ;.! , '12" ' , i1;4� 0� ,%� fiQQS125 27;� � i/� /,�16 ��� j'�1 fi,j�; o �� � _ °�'' o
<br /> .///,i�Li / i i ;- / i �; �i ,. � :, �/, //./� / �/ /'��i �// / i%./i�� /% � . � � i ~ .
<br /> 21 16 ��~ �
<br /> 36 5�25�18 �';�/'' %16„ � ,%1.2"2�%'� 600S1;25 27�����i ��4'ii/ � ��7�7 ;�,% Z 3 0 � �
<br /> �� �.�;, , ;' � , , - I, �/ :/ , . /-/' �� �/,. //, .4 ./.� �L • ~ F-� o
<br /> 362Sj2��18 ' ' �%�� %24" �,% �;';9' �1,>;�i 6005125-33 12" 26'-2" _ �
<br /> ii i .,%;i ,i �a �, �i/ i� "ii, ; i /i /'�i//'-;i z » » � � � �
<br /> 362S125=33 12 17=7 600S125=33 16 23;-9 m � '� � � o �
<br /> 3 6 2 S 1 2 5 3 3 1 6 1 6 0 6 0 0 S 1 2 5 3 3 2 4 2 0 6 W �, � � � � �
<br /> NO�S: n � � �' �, �/./� // '!i� /'%/ n �/ /���� �� �r/ r�� m � tiQ � U � N a1 � �
<br /> 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH FLOOR OR GROUND SURFACES & 362S125-33 Z4 14-0� ��On� Z5 43 /��; � �; �Z�:;� /��fL$ 9;i� � � p ,� � � � �
<br /> [ 7,� /ii, ./ %i / � �
<br /> i.i:�7 / � ��/ "i� . i ; � ;i/ :i �/ ���1�� .'.i//.-..i/ i� '�... /�'�%,:' i / -;v.--�✓/�/i ..i ,'/ � ' , / . . J ..r •..t �+. � � N .� �
<br /> CHANGES W LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR %362S�;2`J /�3-���/,r� !%�, , ' % '%i � � 6OOS��5;�4�, ,%;.;��/ , �'.;%�6 ,;!; �'2F>� ��;�/� Q � �,, � ¢" •� ,� �--' N N
<br /> LANDINGS. ;%:;�,r . : i<,;; i.��/�:;/v i ;,';9./2.�'j/ �,ii�ii u iii,��i„i ,i„% /,ii� . -.. ;.v;ii . ,;%, = v � +.� cCS � � � �
<br /> ;'i'i% /,%� ,,.�,.., �,';��%';;i%•i .. .,, /.� :i/ i ii�.�i;�/ir /�;'./i�//�/� ii;; ,; �:�i . ; /!,- �// ij:'i;� ,%; �,;:/ '�,�,�';- ,.;;;; (n H �'„� i-� .ti O 4!
<br /> 2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS // /f,/�j„ , tf,, �� /, ,>,, ,.;1/,, // . ,. /J, / /�/ +,,.,;i . �„ .,, n „ c� �t, ..� bA v m ,s� S�, w
<br /> SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL. �62S125T/��j3��%//;,,; , � ��6;�� �1%7j �J i',; 6OOS.125//43,���, ;���,4 ;:-� �;,�LZ�1Q;. ,�; �
<br /> 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND �� ' ��i���% i/ �i ;� �i� ii�i�/'t �� - , , � NON-RATED v
<br /> 36,2S��� 43��// � ;,24,�� ��,15 3 � � 600S125-54 (50 KSI) 12' 30-9' PARTITION Q
<br /> SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTiNG OR THE WRIST. , „ ,�,,,,,, , ,,, „ „ ; � , i/ ,,;. ,�,,�;�„--
<br /> 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. » > >� �� > » w
<br /> 362S125-54 50 KSI 12 20-6 600S125-54 50 KSI 16 27-11
<br /> 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. SLAB TO U
<br /> 6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 362S125-54 5O KSI 16�� 18�-7�� 600S125-54 5O KSI 24�� 24�-5�� N
<br /> 7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90° THE T1ME REQUIRED TO MOVE THE DOOR TO � � � � UNDERSIDE OF o
<br /> A POSITION OF 12' FROM THE LATCH IS 5 SECONDS MIN. » > „ " '�%�� ��-'�'�/'�'�!" ' "�, 'f ' ��'���' %' CEILING
<br /> 8. DOOR AND GATE SPRING HINGES SHALL 8E ADJUSTED SO THAT FROM THE OPEN POSITION OF 70' THE DOOR OR GATE SHALL MOVE TO 362S125-54 (50 KSI) Z4 16 -3 6O�S�2�J/;68�(50�KSI) ;j��Z�i%' j/�3,�0!; i �
<br /> THE CLOSED POSITION IN 1.5 SECONDS MIN. ,;���,i��/�/%��r�%;r i /< ;i�,� f<i ;:� �� ,�i���, � .,.;%-;%��� ,'.;i.'i, //i, ,� ;�;, �' %�� �f���;;: ,i, Q
<br /> 9. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 362S1��,�68�(50„KSI�� /�L2/,./;; ;,21� 11 j;�� 6,,OOS1:25f/68�5Q KSE} f�6 ;�� f�%aO�i�%,, ,
<br /> 9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. !iiir;i i /';i,;? ;% i/ '/'i,.; ,: y j �%;i�,.,�;,,, ;� �i;�'�!�ir/:zi.��;�•i i�,, ;'y//%..;;<% �,�� ,r f;;:�� � REGISTRATION
<br /> 3628125�6,8�(5D,K5�) �;i16 i ; i�'�19 �11:%%iii 6.00S125 '68���50„KSI� ;//i24��� �i�26,�;?i�'� in
<br /> 9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX. ;�,,,,�,,, , /,, .,,;,�;�y ,,,�,;, ,.
<br /> 9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLQWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO ;�6���,�� ��gi/5fl j 8) '%,'/ 4/��//, ��1�7j/5 j�� 800S�Z`J-43 12�� 36�-1�� � 8�
<br /> EXCEED 15 LBS (66J N). „ , � l „ � � ��.�/ � RE��D
<br /> 9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX. 4OOS�Z5–�S �Z�� �4�-9�� • 800S125-43 �6�� 32�-9�� � � T
<br /> 10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH w
<br /> SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERIICAL JOINTS 400S125-18 �C�� �2�–�0��� 800S125-43 Z4�� 28�-5�� i�
<br /> IN THESE SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND 8E FREE OF SHARP OR ABRASIVE EDGES. \\� ~
<br /> 11. WHE EE AUTOMAl1C AND POWER iC SSiSTEDSD00RS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE 400S125-18 24�� 10�-5�� � �00��25 �4�50'KSI ���2/� �i/%3S��9�// � �� FINISH FLOOR LINE p DAVWA
<br /> / % ir/r,�i�iii!-. } �ii i..� „i �.� i/, 3TATE OF WA.9�IQTON
<br /> CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GAIES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE. � �� �=%`f �� �<� , ,; ; , rj „ j.; ;��:;,/ ;;�/i,; • . ��,"�'��;i�, ���-r,ir '� !' ;i%,'�;,: ;;,���-,j/„"�;/'� � / �
<br /> 40QS�25 33 ; , ;i% ;'12 '%; '."��,g d ,,/ 8,QQS1�5-5 ; 50 SI�- ���6:�� ��/i3���2%�� '
<br /> i �,�� ;/. �i:. �� �;�,,;����,/,�;;/��,, ,/,,./ / / i //, �
<br /> , \ �
<br /> !�i/ / f ��'/f�� / , / - � n �� � i i /",%/////'�/ ////.%/ / �" / ��"�// //�j�%i�i//� //Y: . �—� �
<br /> g00S1t25i�33%���j �i�6�,;i ��%7/,�3��� 800S125 ��54�(50,KSI) f�2�4 j j f30 9 ;j� 5 �
<br /> �,,;,; ,,,,-��i�����,� � �» , ��. ,;� �� ,-, ,;; : , , . _ �.os-os-n
<br /> 4�OS125 33� i,, - � , �4 ; r,1;5 1 �;� 800S125-68 (50 KSI) 12 41 -11" 11 11 '�'
<br /> ,.,,,, ,.:, ,, �i.,::.,. .. , ,. � m
<br /> NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI) 16" 38'-1" TYP. �
<br /> a
<br /> STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI� 24" 33'-4'� N
<br /> 32" MIN. 32" MIN. 32" MIN. 36" MIN. e WAL L TY P E S C H E D U L E z �
<br /> LIMITING WALL HEIGHT TABLE L/240 ¢ w
<br /> ��---n � ���� Z �
<br /> 2� � ' � � � �- � ' � SCALE: NONE IWAMT-Height_table-L_240-SSMA � � SCALE: 1/2"=1'-0" IWAMT-Wall_type_schedule1-SEA z
<br /> � �`r: N
<br /> � �� n � O O
<br /> �/� /,i p �
<br /> �A) �g) ��) ��) NOTE: ��� //�;'�/ Q � W
<br /> HINGED DOOR SLIDING DOOR �OLDING DOOR DOORWAYS WITHOUT DOORS PROVIDE METAL BLOCKING BETWEEN STUDS TQ MOUNT ,� BRACE TO STRUCTURE, � � �
<br /> CLEAR WIDTH_ OF DOORWAYS ND CAT DITCH/SENSOR & THERMOSTAT AT DIMENSION �� %� ALTERNATE SIDES. USE w �O
<br /> �� METAL STUDS AT 8 -0 O.C. > ■ �
<br /> �� r^___ _, _ � 45 DEG /��� MAX., MATCH WALL STUD SIZE � �— �
<br /> _ f_____ -_i i i i � �
<br /> �� & GAUGE (3 5/8 20 GA. � � �
<br /> � �j i i i � i z � MIN.) PROVIDE BENT LEG & o
<br /> ' �� i � � � � ,. FASTEN TO TOP TRACK, MAX. w W � Z
<br /> i i * i -
<br /> � i i 12" MIN i � � g" DOOR HANDLE LENGTH OF BRACE 25'-0". � �
<br /> o i 18" iMIN. � ( � O
<br /> ..
<br /> , ,' <: SUSPENDED ACOUSTICAL � � �—
<br /> � ' � L— ----J ,� LIGHT SWITCH SENSOR w
<br /> � � , :� CEILING, SEE RCP Y
<br /> i .x.: � Q � � �
<br /> F- z
<br /> � _ J� THERMOSTAT ; ;; SCRIBE WALL BOARD TO J x
<br /> � CEILING GRID & TRIM NEAT & = Q
<br /> : �...�.p..�����_..; _
<br /> (A) � O =
<br /> FRONT APPROACH, PULL SIDE �',1 � TRUE N
<br /> * SER AND LATCH ARE PROVIDE '`, w 5/8 GYP. BD. TOP TRACK SECURED TO z � � Q
<br /> ( ) IF BOTH CLO (B) - EACH SIDE OVER o
<br /> � o � WALL BRACES W/ (2) #8 �
<br /> FRONT APPROACH, PUSH SIDE '1� � METAL STUDS, � 0 . �
<br /> SEE METAL STUD SMS.
<br /> , TABLE FOR SIZE INSULATION o O �
<br /> . ;
<br /> .... .
<br /> � . �
<br /> r �----------� & SPACING � z
<br /> i i �– ----- -� w � W
<br /> i � I I � � ~ �
<br /> i
<br /> i i z i i Z � � �
<br /> i � W W
<br /> i 36" MIN. i o i 42" MIN. i � � S >
<br /> � -� � � � � o G
<br /> I I I � ��
<br /> I I I � Q �
<br /> ' - -- - -� ' ---�-- ������ J��� L T. S W I T C H / T-S T A T I N S T A L L A T I O N P A R T I T I O N T O U N D E R S I D E O F C L G . � W
<br /> � - : � Q W �
<br /> 2 3 (C) (D) � � SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-02 v SCALE: 3"=1'-0" IWAMT-Uc_hd_dia_brc_ct-01 � � �
<br /> HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE �
<br /> 12" MIN.* ~ � �
<br /> �
<br /> .� � -------, � � O
<br /> — r--r------------i * I � w
<br /> � � I �/
<br /> * i i � i z i i (E) ROOF/FLOOR FINISH w I.J�
<br /> � i i � � � 24" MI . SURFACE. � �
<br /> � i i 2" MI �. � a
<br /> i i
<br /> � i i � � � � � d a aa � (E) CONCRETE FILLED STEEL m
<br /> -----
<br /> � ° „ : a ;.
<br /> DECK
<br /> L L______ J .
<br /> .d ' �
<br /> � . ' a' ' � . � ' d� . �d �
<br /> (*) 54" MIN. IF CLOSER IS PROVIDED. � ° Q � `l'
<br /> a
<br /> �F) ° � � � � � a °4� � �
<br /> (3) MIN. POWDER-DRIVEN FASTENER w
<br /> LATCH APPROACH, PULL SIDE i ii i - 0.145 SHANK DIAMETER Y
<br /> * /� + + + % R500 S RRES MIND 1 ATA8�EMBEpBER � �
<br /> ( ) IF BOTH CLOSER AND LATCH ARE PROVIDED. / / � �
<br /> (**) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. r________ � / � PER ICC ESR-1799 = �
<br /> �E) � � *
<br /> HINGE APPROACH, PUSH SIDE i � i / / � �� /�/ � W
<br /> ' 24" IN. i � � / /� OVER (3)xMIN1/FLUTES, TYP EXTEND Q �
<br /> i � // / o
<br /> L _______ J .
<br /> � � � (3) #10 SCREWS TO BRACE, TYP. � U)
<br /> � J
<br /> �
<br /> `� / �
<br /> /� 3-5/8" MTL. 25 GA. m �
<br /> / (350S125-18) STEEL STUDS OR �
<br /> / WIRE HANGERS � W �
<br /> (*) 48" MIN. IF CLOSER IS PROVIDED. �
<br /> / (STAGGER � 8' O.C.) J o
<br /> LATCH APPROAGCH, PUSH SIDE // � �
<br /> ADD FLAT STUD W/ SCREWS �
<br /> � 12" 0/C WHEN BRACE �z O
<br /> MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS WALL SWAY BRACE EXCEEDS 6'-0", TYP. � W
<br /> 24 14 g 4 o z
<br /> SCALE: 3"=1'-0" IWAMT-Dia_brc3_hd_md-SEA Q
<br /> �----------�
<br /> i � w —� >
<br /> w
<br /> i � � INSULATION � W cn �
<br /> z i i ¢ Q �
<br /> � i i NOPROVIDE ACOUSTICAL �° o U � o
<br /> � i 1 8" �M I N. 5/8 GYPSUM BOARD EACH �
<br /> i _ SEALANT (OR FIRE SIDE OVER METAL STUDS, SEE F- � w
<br /> a, � � oo CAULKING AT = � -'
<br /> � x�' � __-___ � n FIRE-RESISTANCE RATED METAL STUD TABLE FOR SIZE & � c�
<br /> � SPACING (TYPE-X AT FIRE >- o
<br /> ,;-, ��" X WALLS) AT BOTH SIDES OF RATED WALLS) o ~
<br /> �� (q� WALL BOTTOM. � �
<br /> n
<br /> �� � �
<br /> PULL SIDE 2. REFERENCE UL# Q �
<br /> � �-- � r---------� BW–S-0001 FOR
<br /> � � i , i BOTTOM TRACK WITH WITH � �
<br /> � z i � i z i C�/ i WALL ASSEMBL ES.RATED " � Q N
<br /> f�I � i � � i „ i 1 6 OE C M A X.EN FASTENERS AT o W �
<br /> �� � � i 1 2 M I N. io �
<br /> � , - �,� � 3. ALL JOINTS OR ICC-ESR-1752 � o0
<br /> � � i i oo � i i i oo PENETRATIONS IN �
<br /> /
<br /> r, i i > � i i : FIRE-RESISTANCE RATED � �
<br /> �J . �----�-- � ,., /� _ L-- ---- J "�a ' /� . .. .
<br /> � � x x WALLS ARE REQUIRED T�L 4" RESILIENT BASE � GYP. �
<br /> BE PROTECTED WITH A Q
<br /> c� LISTED FIRE STOP BD. WALLS U.O.N.
<br /> /
<br /> a SYSTEM. o PA/PM: V.SOMPPI
<br /> � \ �— �10 SCREWS (TYP.) � DRAWN BY: N.ROESER
<br /> �
<br /> � (B) (C)
<br /> �
<br /> ; PUSH SIDE PUSH SIDE, DOOR PROVIDED W JOB NO.: SEA16-6215-00
<br /> � WITH BOTH CLOSER AND LATCH v a . 4 4 V a. a Q Q
<br /> i
<br /> j FINISH FLOOR Q SHEET �
<br /> � MANEUVERING CLEARANCE AT RECESSED DOORS ;
<br /> � Z �
<br /> C� Q N
<br /> � DOORS, DOORWAYS & GATES WALL BASE � � �
<br /> �� 25 SCALE: 1/4°=1'-0" IACDR-1_ICC-01 20 15 � O SCALE: 3"=1'-0" IWAMT-Base_typ-01 � w �
<br /> � � �
<br />
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