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_ _ .
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<br /> "� C;AU I UN : � H 5 SH �� � NU .SU�� x4��� 5 A K�UU ��U NK �1
<br /> NOTES FOR ALL WALLS:
<br /> AC C E S S I B I L I TY N OT E S • SEE METAL STUD CHART FOR GAUGE. � M y
<br /> LATERAL FORCE BRACING (PERSPECTIVE) INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC REPORT ESR-1338: • SEE FLOOR/PARTITION PLAN AND/OR GENERAL � F�+y �
<br /> g°� - MAX. METAL STUD SPACING SHALL BE 24" O.C. NOTES SHEET FOR ANY REQUIRED NSULATION. � � W
<br /> - MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4" SCREWS • ALL WALL STUDS TO BE 3-5/8", U.O.N. a
<br /> W A L L - MAX. FASTENER SPACING SHALL BE 12" FIELD & 8" AT EDGES. • A L L B R A C E S T O B E 3-1/2" 2 5 G A. M E T A L o �
<br /> 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOW SHALL BE REFERENCED IN THE 4 STUDS OR WIRE HANGERS AT 8' O.C. U.O.N. � O �
<br /> 2012 INTERNATIONAL BUILDING CODE AND ICC-A117.1-2009. - • ALL RESTROOM WALL STUDS TO BE 6" AND z
<br /> 0 ��� ATTACHED WALL TYP. FULLY INSULATED, U.O.N. W � ,�
<br /> - - - �\ MOLDING REQ. COUNTER SLOPE/SPLAYED 2• ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR OWNER FROM �'- ��\ � v
<br /> � COMPLYING WITH CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. � UNDERSIDE OF ROOF OR DECK ABOVE w � �
<br /> � SEISMIC BRACING WIRE � �
<br /> � ATTACHMENT, SEE ` � �
<br /> 3/4" MIN. AT � 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND FEDERAL `., , � � �
<br /> � ATTACHMENT DETAILS THIS
<br /> 0
<br /> 2" MIN. UNATTACHED
<br /> � SHEET ACCESSIBILITY STANDARDS. = V
<br /> WALLS
<br /> \��� 4. REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND ICC-A117.1-2009 FOR ~ 1
<br /> CURRENT AND UP TO DATE INFORMATION. � `}'
<br /> CEILING BRACING
<br /> 8" o � ��
<br /> COUNTER SLOPE/SPLAYED � N
<br /> � � a�
<br /> WALL UNATTACHED WALL SEISMIC BRACING WIRE ATTACHMENT o �
<br /> � MOLDING REQ.
<br /> � J � �
<br /> 1. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION � �r �
<br /> � J
<br /> \ SPREADER BAR OR EQUAL TO POST.
<br /> 0 ��� KEEP PERIMETER COMPONENTS 2. CEILINGS W/ PLENUMS <12" DO NOT REQUIRE LATERAL FORCE BRACING. *PROVIDE �
<br /> FROM SPREADING APART ENGINEERING IF PLENUM > 11'-0°
<br /> � � �
<br /> 3/4" MIN. AT � �
<br /> 2 MIN�j UNATTACHED WALLS � � MAX. RECOMMENDED LENGTHS FOR VERITCAL STRUTS '� �' �
<br /> ��\ � �i CEILING LINE o ,t,
<br /> 0
<br /> NOTES: EMT CONDUIT STEEL STUDS � � �
<br /> �
<br /> �\ � _ +� o�'
<br /> � � � �
<br /> WALL MOLDINGS: ��2" TO 5'-10" 1-5/8 X 20 GA. TO 12'-0" 12 � - 3 o W °`
<br /> 1. WALL MOLDINGS PERIMETER CLOSURE ANGLES ARE REQUIRED TO HAVE A HORIZONTAL �
<br /> ( ) 3�4" TO 7'-8" DBL 1-5/8 X 20 GA TO 15'-0" = Z o
<br /> FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL „ , , „ � � � °f'
<br /> MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE 1 T O 9 -9" 2-1/2" X 20 GA T O 1 3-6 0 � � � � �
<br /> � DBL 2-1/2 X 20 GA TO 15-0 No�s: m � � �, �, •� '� � o �0
<br /> TO SLIDE. �� ' " �' a, v � � n �'
<br /> 2. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & J v � � � � � � � �
<br /> �� CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR � � •� ,� v `-' �j �
<br /> PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2 CLOSURE Q � � � �, ;� �r, a� �ri
<br /> ANGLE. SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO 2, 1}IRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS � � � {' � � o v `� �
<br /> cC p, .� bA 'v m � A, w
<br /> THE MAIN BEAM, WIRES ARE ARRAYED 90' FROM EACH OTHER SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL.
<br /> 3. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED & AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND NON-RATED �
<br /> THE CLG. HANGER WIRES SHALL BE 12 GA. &4' O.C. OR 10 SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR PMSTING OR THE WRIST. PARTITION ¢
<br /> METHOD) SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF 7HE 4. THE FORCE REQUIRED TO ACIIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. �
<br /> GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE 7HE FINISH FLOOR OR GROUND. W
<br /> 6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. SLAB TO �
<br /> ARE DEEMED TO BE EQUIVALENT TO WALLS. T MUST BE SUPPORTED WITHIN 8" OF EA. WALL. 7, DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION 9F 90' THE 11ME REQUIRED TO MOVE THE DOOR TO UNDERSIDE OF U'
<br /> A POSITION OF 12' FROM THE LATCH IS 5 SECONDS MIN. CEILING �
<br /> 12 GA. HANGER WIRE SPACED 8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70' THE DOOR OR GATE SHALL MOVE TO '� REGISTRATION
<br /> 4' O.C. ALL WIRE TIES TO BE THE CLOSED POSITION IN 1.5 SECONDS MIN. zQ
<br /> SPREADER BARS: 3 TIGHT TURNS AROUND 9• �E FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL 8E AS FOLLOWS:
<br /> 9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. w 8694
<br /> ITSELF WITHIN 3 INCHES. 9,2. SLIDING OR FOLDING DOORS: 5 LBS 22.5 N MAX. � REGISI�RE�
<br /> 1. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR � >
<br /> HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, OPTIONA� VERTICAL BRACING 9.3. REQUIREO FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRAl1VE AUTHORITY, NOT TO � � � T
<br /> EXCEED 15 LBS (66.7 N). m
<br /> CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF Q.�- SHALL BE 12' O.0 (MAX) AND 5.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX. �
<br /> EACH WALL. � BEGIN < 6' FROM WALLS-SEE 10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE fINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH w DAYNA DIJEf�i '
<br /> �`h CHART FOR SIZES AND VERIFY SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS � �� � 8TATE OF WA8HINQTON
<br /> IN THESE SURFACE SHALL BE WITHIN 1/16" OF 7HE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. i �
<br /> 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED LOCAL CODE REQ. VERT. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. � � z
<br /> DIRECTLY TO CLOSURE ANGLES. STRUTS MUST BE POSITIVELY 11. WHERE AUTOMATIC AND POWER-ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE 1 � FINISH FLOOR LINE �
<br /> CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32" MIN. WHEN OPERA7ED IN EMERGENCY MODE. % o
<br /> 3. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 ATTACHED TO THE SUSPENSION �\\' / � � ��_�
<br /> SYSTEM AND THE STRUCTURE
<br /> INCHES OF THE PERIMETER WALL. ABOVE (WHEN USED.) 5 �
<br /> 4. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, x LAT. FORCE BRACING 4 EA. ��r�� - w
<br /> PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. � � 12 �A. WIRE SECURED TO C TYP. m
<br /> �, `� MAIN RUNNER WITHIN 2'-0" Q _
<br /> � � OF CROSS TEE AND SPLAYED �
<br /> 90' FROM EA. OTHER C� 32" MIN. 32" MIN. 32" MIN. 36" MIN.
<br /> SPREADER BAR & WALL �/IOLDING 2�� 2" �2�-0�� O.C. BOTH DIRECTIONS -�-� WALL TYPE SCHEDULE Q
<br /> 2 W/ FIRST POINT WITHIN 4'-0" .� " � � � �e , „ , „ 2 cn W
<br /> SCALE: N.T.S. ICEAC-Waii-SEA FROM EA. WALL �� � n SCALE. 1/2 =1 -0 IWAMT-Wall_type_schedule1-SEA o
<br /> — MAIN BEAM �av �
<br /> �
<br /> z
<br /> CROSS TEE � �
<br /> NOTES:
<br /> ���. ��;� o
<br /> �A) �B) ��) ��) NOTE: �� ��'� � �
<br /> 1. CEILINGS CONS7RUCTED OF SCREW-OR-NAIL ATTACHED GYPSUM BOARD ON ONE LEVEL THAY ARE HINGED DOOR SLIDING DOOR FnLDING DOOR DOORWAYS WI�rH0U7 DOORS PROVInE METAL SLOCKlNG BETWEEN STUDS TO MOUNT ,,' Q '��
<br /> �� BRACE TO STRUCTURE, �
<br /> SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS 7HAT ARE LATERALLY BRACED TO THE LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION '� ALTERNATE SIDES. USE � OO
<br /> STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. CLEAR WIDTH O� DOORWAYS INDICATED � � �
<br /> 2. CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL / 45 DEG �'� METAL STUDS AT 8'-0" O.C. � 0 -
<br /> SYSTEM (LATERAL FORCE BRACING� SHALL BE PROVIDED. � r--r-----> > ��� MAX., MATCH WALL STUD SIZE � �
<br /> � , � � � ` �%' & GAUGE (3 5/8" 20 GA. � �
<br /> 3. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY � � , � � �j i !� � Z �
<br /> , i i �/ i z r MIN.) PROVIDE BENT LEG & w
<br /> WIRES. , z i � i i i � � FASTEN TO TOP TRACK, MAX. �w � O Z
<br /> 4. LATERAL FORCES BRACES SHALL BE 12 O.C. (MAX) AND BEGIN NO FURTHER THAN 6 FROM � i 12" MIN ' LENGTH OF BRACE 25'-0". w
<br /> WALLS. i „ � � � * � � f� 6" DUOR HANDLE � � �
<br /> 5. SEISMIC SPLAY WIRES ARE TO BE 4 - 12 GA. WIRES ATTACHED TO THE MAIN BEAM, WIRES ARE � i 18 iMIN. � i � SUSPENDED ACOUSTICAL °- Q �—
<br /> r� ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF i L-- � � LIGHT SWITCH/SENSOR CEILING, SEE RCP Q I � � �
<br /> ,
<br /> THE CEILING. � � z
<br /> PLUMB 1/6 � � � _______ � ;; 7HERMOSTAT _ . r
<br /> i i 6. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A ,�„�.�} $;�zLL '�. SCRIBE WALL BOARD TO � � � �
<br /> �i i MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR 7HE �`�. CEILING GRID & TRIM NEAT & _
<br /> i i ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. �A� � TRUE cn O =
<br /> '� FRONT APPROACH, PULL SIDE � (n
<br /> �� 7. POWDER ACTUATED FASTENERS (PAFs), WHEN USED FOR SEISMIC APPLICATIONS ARE PART OF 5/8" GYP. BD. �
<br /> � ii THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, AND F, AND SHALL HAVE AN (*) IF BOTH CLOSER AND LATCH ARE PROVIDE _ 11-' TOP TRACK SECURED TO z � � �
<br /> ` 'l' EACH SIDE OVER o ■ �
<br /> � ICC-ES FOR APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF (B) �� � �' WALL BRACES W/ (2) #8 �
<br /> � METAL STUDS, z .
<br /> OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED WIRES FRONT APPROACH, PUSH SIDE � SEE METAL STUD SMS. ,�, V ^
<br /> MAX. 45' ANGLE MAX. 45' ANGLE INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS REQ. r ',,� TABLE FOR SIZE INSULATION o o �
<br /> � 8. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO � & SPACING Z W ^ ~
<br /> i
<br /> 8" MAX SUSPENDED CEILING. i � � i i � � LL w
<br /> 9. RIGID BRACING MAY BE USED W LIEU OF SPLAY WIRES. i � Z i � i �
<br /> 10. CEILINGS WITH PLENUMS <12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE i � � Z � �
<br /> BRACING. i 36" MIN. ; = i 42" MIN. i � oo /��
<br /> W
<br /> � � � � � o W �
<br /> � �
<br /> i i i i i w
<br /> SUSPENDED CEILING BRACING Q � ------ � 9 s �' � ---- �� - �5J LT. SWITCH / T-STAT INSTALLATION PARTITION TO UNDERSIDE OF CLG . w � �
<br /> SCALE: N.T.S. ICEAC-Susp_vertical_strut-SEA � v (C) ��) SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-02 � SCALE: 3"=1'-0" IWAMT-Uc_hd_dia_brc_ct-01 � Q
<br /> HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE � �
<br /> �
<br /> ��MIN.* MEMBER DEPTH: FLANGE WIDTH:
<br /> � �
<br /> N TE :
<br /> r------------1
<br /> � i (EXAMPLE: 6" =60o X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" N 162 X z
<br /> r--r-------------� �t �
<br /> 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING � i A�L MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS �
<br /> WIRES ARE PROVIDED. WIRE AND TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 z i i � i z � � INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. (E) ROOF/FLOOR FINISH w
<br /> INCHES. � i � 2„ M� � �o � �
<br /> � � � � i 24" MI . DEPTH IS THE INSIDE DIMENSION. 60� S 162 - 54 SURFACE. Q
<br /> = �-�- i STYLE: MATERIAL THICKNESS:
<br /> 2. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE � ' ' i_ � ¢ � -- -� (EXAMPLE: STUD OR JOIST SECTION =s ) (EXAMPLE; 0.054 IN. = 54MILS; 1 MIL =1/1000 ° a ., a aa � � (E) CONCRETE FILLED STEEL m .
<br /> L_ L_--
<br /> SPACED 5 ' O.C. ° ° ��' � `' ��a THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE � ° a.� . � . °�, .. a , DECK. �--
<br /> (*� 54�� MIN. IF CLOSER IS PROVIDED. THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL �a 9 ` • . ° w
<br /> 3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF METAL DECKING THICKNESS REPRESENTS 95� OF THE DESIGN ° a . x
<br /> CARRYING NOT LESS THAN 100 POUNDS.
<br /> (F� S = STUD OR JOIST, T= 7RACK, U= CHANNEL, THICKNESS. � , ° a ,� . ° (3� MIN. POWDER-DRIVEN FASTENER w
<br /> 5/16" DRILL-IN LATCH APPROACH, PULL SIDE F = FURRING i ii i — 0.145 SHANK DIAMETER Y
<br /> INTERIOR NON-STRUCTURAL NON-COMPOSITE: RAMSET/REDHEAD CATALOG NUMBER o
<br /> 4. POWDER ACTUATED FASTENERS (PAFs) ARE AN APPROVED ME7HOD OF ATTACHMENT FOR EXPANSION (*) IF BOTH CLOSER AND LATCH ARE PROVIDED. /� + + % 1500 SERIES MIN. 1-1/8" EMBED � �
<br /> HANGER WIRES. ANCHOR MINIMUM „ Z (S)STUD SPACING 5 PSF (S)STUD SPACING 5 PSF � / � PER ICC ESR-1799 w
<br /> (**) 48 MIN. IF BOTH CLOSER AND LATCH PROVIDED. r � o MEMBER (IN.)O.C. L/240 MEMBER (IN.) O.C. L/240 0 / / = Q
<br /> 5. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 �
<br /> w � � �
<br /> INCHES OF EACH WALL WITH A PERIMETER WIRE. � HINGE APPROACH, PUSH SIDE ; � i Z � 250S125-18 12" 10'-6" 400S125-43 12" 20'-9" � / `� / � w
<br /> '� � i 24° �N i � 0 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" � // � /� L 1 1/2 x 1 1/2 x 16 GA. EXTEND Q �
<br /> 6. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A � STEEL STRAP i N w _ �� > » _ ,�, / / OVER (3) MIN. FLUTES, TYP. Z
<br /> TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT � „ „ i � �, 250S125 18 24 8--3 400S125 43 24" 16'-5" � / / o
<br /> 1 WIDE X 2 LONG - - ------ � o , ,> , ., , ,,,, ,;: ,,:.. Q
<br /> � , , „ ,; , ;,.; , � % ,, r;; , ,, ». ,,, / /
<br /> SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE ABLE TO RESIST THE DEAD LOAD AND _ „ ,; , _ �; , _ o
<br /> �' � 2;50S1,25, 33 , ;- ,� `; %,,12 -; 13,'; 2,, ;; , 4QOS125�54`<50 KSI , `">12, ,; ,- . . ,,�2 2-�,%;�; � 3 10 SCREWS TO BRACE, TYP. �
<br /> LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. STRUCTURAL X 12 GAGE MINIMUM � � �; „ , ! ; . ���,, i i� � .; � �/ � ,;,�i, ,,,/, � / � � # w
<br /> CONCRETE � 250S125';�33 ;%% %%�% ./%1:6" i'i,% 'si�;12'"-'0",� �% 40.OS1'25 ,5,4,'�(5D�KSI" 1'6,> ', � j,2a' 2"i�;� z `� / � �
<br /> COUNTER SLOPE/SPLAYED c� ��� <� �� ./, r r �!�� � i� /i�. <i
<br /> ��<, >� -, ;,i i � ;\i ,.,,� ,, ii r i/, i , i r;/ii w / ,� w
<br /> 7. FOR ESSENTIAL FACILITIES HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING z -, , „ �;, j;, / � , /�:%„ ,i ;�� ,�,<,,,,/. ;, ;>;���, : � :;� ;; „ �,; ..;; , ,;;;�, � 3-5/8 MTL. 25 GA. m Q
<br /> � SEISMIC WIRE ASSEMBLY � 2505125-33 ;�;,, '% �24 �! �10;-6;,�� 400SJ25 54.��50;KS1; ;%24 ,,� ,:17 7 ;:; � �
<br /> 200 POUNDS AND BRACING SPLAY WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. � � -���������� ��� "����� � ' �=�����'%� �� � �- ��`��-��-- �-���� �� �� �� �� � ��� � -�� �-` �� �-� v� / (350S125-18) STEEL STUDS OR � I"-
<br /> � ) (PER ASTM C-636) � , , , „ , „ o w
<br /> SHOT—IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. � 250S125-43 12' 14—4' 400S125-68 (50 KSI) 12 23—8 m / WIRE HANGERS z W �
<br /> (*) 48" MIN. IF CLOSER IS PROVIDED. � , , „ , , „ � � (STAGGER � 8' O.C.) � � Q
<br /> ��� � 250S125-43 16' 13 —0 400S125-68 (50 KSI) 16' 21 —6 a / Q �
<br /> LATCH APPROACH, PUSH SIDE � 250S125-43 24" 11'-5" 400S125-68 (50 KSI) 24" 18' 10' � // N �
<br /> 3 TURNS � , , ; , N ADD FLAT STUD W/ SCREWS o �
<br /> H A N G E R S U S P E N S I O N W I R E S sao�,2� ;2� ;:�� ;�:% %? �,;, ��;,?4;4;:; � � ,2 0/C WHEN BRACE Z o
<br /> � � � � � � � / � EXCEEDS 6'-0", TYP. a
<br /> :%;,v, ;�/��/ :%.'�; , , ;%"�'�-n ,,,�/, ,.;7 /�;j v,�F,;j -;:, / /,�/ /�.. :; :..�,�u ,�i. '�/i':.�'�� ,;;,,;�� U
<br /> SCALE: N.T.S. ICEWC-WIRE-SEA ( MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS �s2s�25-„�$ ,,.,;,;,, ;% �<�2,��,,;, ;.,,,;��-�,o,,,;; soos�25 ,z�,;,��;;;; ,�s, ;, „ ,2�,,,s;�,,� o WALL SWAY BRACE � W
<br /> 362S125"ii18 ; ' �; � 6�' ;'� "� �'2�i2 /i 690S1�25 27� � �' '�;, , ,' ,/ , ,, ,,/, � z o z
<br /> 1 �J � , , , �/ �i�, ��� r�i , �1 % i�� �,;, � ,, � :24, �% ' ��i ;7��/ • SCALE: 3"=1'-0" IWAMT-Dia_brc3_hd_md-SEA � � Q
<br /> VERTICAL HANGER WIRE ATTACHMENT -� � � � � �� � � � �� ����� � � �� '� � �� a
<br /> _______ ___ „ , ... „ ., , „ „ ,
<br /> �- � ��,/ i� " , , , ,', • % 600S125-33 12" 26'-2" � J
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<br /> SHOT-IN ANCHOR � i i 362S125-33 16" 16'-0" 600S125 33 24' 20' 6" NOTES: � (.� Q w �
<br /> � i , 362S125-33 24' 14-0 6Q0S125'43� �� �� '����/�i ,�i28�9"�� �• PROVIDE ACOUSTICAL � �� o (n W � �
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<br /> 5 8 GYPSUM BOARD EACH
<br /> ��' �/ � / � ', �/�" '-�'� /'� ��� ' %% SEALANT (OR FIRE � w w
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<br /> , ;,f,/i,�,;;, ;�;;,, r; r i ;,;,. ,»i<;/ ����. >,':i�,�,"/ �; ,- i;:�:�»,-'� ���;��',",;,r�� ; SIDE OVER METAL STUDS, SEE _ � a_
<br /> � � � 9O 36 1 5�>�43 �, ,, ;r , 2�' �' / '19;! .�,;�� 600S125 3.;,,'� ; � ,,%;6"/� /� �26 �� % CAULKING AT c� �
<br /> � ,;; i ;.,2,5 2:; �: //,/,�/��/i /��;<:.�/ :�/i�����;//, �;; �r4-:/,��� /i,.�-�/�i../ �%��,/�� �,:,�, METAL STUD TABLE FOR SIZE & _ � �
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<br /> ;.,, / .,/, / , /. „ri , , �j. ,, , ,,,, ,, , ;;<, ,, , �;, , i , ,,,�,. FIRE-RESISTANCE RATED SPACING TYPE-X AT FIRE >- � �-
<br /> Q- � ._. .: �62 125- 3 //, / //�;g���/ ,�;�1 ,�.g , �.; 6flOS1�25 43. %.!/;;, �' , ��24 , ,�22-1 D ;;;i. �
<br /> x ,. � ,: ,%��,�-/�� /% �i,;���:/ ��i�;��,' �,.� ,�, ;; ��:�/.��.;� %r�;,,, ,.,: „/,;; �/�,./�.,�,�;�;;; WALLS AT BOTH SIDES OF °-
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<br /> � � (A) 3625125,,�4���i�� ;i 24 �% ;�1,5��.i/� 600S125-54 (50 KSI) 12" 30'-9" WALL BOTTOM. �
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<br /> � '� 362S125-54 50 KSI 12" 20'-6" 600S125-54 50 KSI 16" 27'-11" 2. REFERENCE UL z �" �'
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<br /> � ;.� CEILING CLIP 3 TURNS i i i i 362S125-54 (50 KSI) 16 18 -7 600S125 54 (50 KSI) 24 24 5 FIRE-RESISTANCE RATED BOTTOM TRACK WITH WITH �
<br /> z i i z i i �� � �� '' ' % '%' '� ' � '" �� � � POWER-DRIVEN FASTENERS AT � W � �
<br /> I 362S125-54 (50 KSI) 24 16 -3 600S1,25 68%(50;,KSl) i,12� ,� "��33„'0�% WALL ASSEMBLIES. „ � �- �- �
<br /> � � � � � � �� � ,: �� �,�� 16 O.C. MAX. o Q co o�
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<br /> �, � � - i ��2S125'68, 5D' SI � ' 2 f%'� 600S125 �68,:� 50,�KS� ;1;6 j' /�30 0 ';;s 3. AL� JOINTS OR � 6' a'
<br /> c� VERTICAL WIRE HANGER � � � oo , ,:,, ,, ,,/,,,, (,,,,K,,); ; � , , ,21:;-11 , :, , ( ,) , , , � , (CC-ESR-1752 �
<br /> � � , , � � �� , � ,,; �� ;:; ;�/,,,,;,;, ,,,,,, %.,,�� jr,�,;j „ : , ,-. /,:;��, '� ;,';,/ „�.��;; PENETRATIONS IN �,
<br /> 3625 25-68? 50�KS:.; !��16 �,,� ,, /,9,;,11,,;i: 6QOST25 6$;. 50�KSI�. ;:/ �l- ;;%: ��%26,-2' ;:-��
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<br /> �� � �,, ,� ,,;,� „;��, ��� , ,,,,,� ,i ��j /��;�/,�� �.�. ,,, ,., . .,�, ' , , WALLS ARE REQUIRED TO �
<br /> -a x � x 362S125;68j(5,0/KSI�; f%�24 /��, ;�i17�,5/�j'; 800S125-43 12"' 36 -1' „ w
<br /> � ' BE PROTECTED WITH A UL 4 RESILIENT BASE C� GYP. �
<br /> � NOTES: 400S125-18 12° 14'-9" • 800S125-43 16" 32'-9" LISTED FIRE STOP BD. WALLS U.O.N. a
<br /> � 400S125-18 16" 12'-10"� 800S125-43 24" 28'-8" SYSTEM. z PA/PM: V. SOMPPI
<br /> � 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID PANEL >, > >, � % � ' „ �� � � �� �
<br /> � ' 400S125-18 24 10 -5 • 800S125 �54 :(50 KSI) /<1,2 �j ��%3,8��9';,!�% � #10 SCREWS (TYP.) � DRAWN BY: A. TAYLOR
<br /> T, OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS. PER S.F. (g) (C) �% �%� � �-� � � � ��-� �� �;i � J J
<br /> �r 4005125.-'�3 <�/' � 12" � ��9'`0' % 800S,125' 54 50'KSI '"16" � � �%� 35' '2"��� `�`
<br /> � , PUSH SIDE PUSH SIDE, DOOR PROVIDED ,, ,,,,,, „ ,�, ,.;:��„�,i ,: � , ; %� %��,% �„�; � �� � �
<br /> , , , .� , , �<�, ��%; � //�,/� ��,, ,`�', JOB NO.: SEA16-6224-00
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<br /> � 2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 O.C. WITH BOTH CLOSER AND LATCH ' �
<br /> / CHANGES. ,400S125j/33 �;j�j', �;J 6 ,��j ;;�,i17 j3 SOOS125 ,54 ;(50�KSk) 24 �/;; �;;3,0 '9�j�; u. a � ii. ° a �
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<br /> � 400�12�',,33 � ,� � 4, , � � �,15�;1 800S125-68 (50 KSI) 12" 41'-11" FINISH FLOOR z SHEET
<br /> � 3. CHANGES TO CEILING PLANES WILL REQUIRE POSITIVE BRACING. `" �" '�"��"�"" " '� Z """� " /�" �"� "" ` Q
<br /> � MANEUVERING CLEARANCE AT RECESSED DOORS 800S125-68 (50 KSI� 16" 38'-�" �, '
<br /> [�OTE: ALL STUD INFORMATION IS BASED ON: �
<br /> � STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI� 24" 33'-4" � °
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<br /> � - � LATERAL FORCE BRACING ATTACHMENTS DO�RS , DOORWAYS & GATES LIMITING WALL HEIGHT TABLE-L/240 WALL BASE � • �
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<br /> SCALE: N.T.S. ICEAC-Lateral_force_bracing-SEA � SCALE: N.T.S. ICEWC-Wire_conn_md-SEA O SCALE: 1/4 =1 -0 IACDR-1_ICC-01 � 5 SCALE: NONE IWAMT-Height_table-L_240-SSMA � O SCALE: 3 =1 -0 IWAMT-Base_typ-01 = �
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