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M ,
<br /> METAL STUD SCHEDULE
<br /> SIZE GA. TYPE 16" O.C. 24" O.C.
<br /> MAX. UNSUPPORTED HEIGHT
<br /> 1-5/8" 25 ST UP TO 10'-7" 9'-9"
<br /> HEIGHT VARIES 22 sT
<br /> EXISTING DECK O
<br /> 2�a�oo 2ia�oo RE: STRUCTURAL FOR 2o sr UPT012�-��� ���-o
<br /> ALTERNATIVES TO THIS 2-�i2�� z5 s-r UP TO 12�-s�� �0�-9�� S A K E R E I N D E R S M A
<br /> HEIGHT VARIES HEIGHT VARIES METHOD OF BRACING, DUE A R c H i T E c T
<br /> EXISTING DECK ;: t�: �j EXISTING DECK ��� TO HEIGHT OF EXISTING zz sT uP To �3�-0° ���-s°
<br /> � �` STRUCTURE ABOVE.
<br /> �;1 ��� ;I z� ��' S450 E. High Street, Suite 200
<br /> � I; �:� 20 ST UP TO 13'-10" 12'-0" Scottsdale, Arizona 85054
<br /> CONTINUOUS STUD `� �-� �� CONTINUOUS STUD � � ' p: 480.515.5123 f: 602.513.7193
<br /> TRACK TO MATCH ,� � UP TO 16'-0" 13'-6"
<br /> �f �� � www.sra360.com
<br /> TRACK TO MATCH ;
<br /> GAUGE OF STUDS ��� � �i GAUGE OF STUDS � ����'� 16GA. 3 5/8" METAL STUD 25 T
<br /> IJ �'a, � I� ��� (2)#10 TEK SCREWS @ DIAGONAL BRACING @
<br /> '�:I E; �' �'i �� EACH STUD BRACE 48" O.C.-FASTEN TO 22 ST UP TO 17'-3" 15'-0"
<br /> ; ,� � rii ` STRUCTURE
<br /> '� ---- — ��
<br /> C - � �
<br /> � �� 20 ST UP TO 17'-1'I" 15'-7"
<br /> r 11�73 REGISTtRED
<br /> r� k - — �� �r, ,:t
<br /> 41 � �� �I t`�`
<br /> ,� �� Ef i , � 3-5/8" 20 SJ ARCHI?ECT
<br /> f , CONT. 22GA. 3 5/8" UP TO 18'-6" 16'-9"
<br /> r, � CEILING AS SCHEDULED I r� ,a�� �
<br /> METAL STUD TRACK K
<br /> �� �� r;� '� 5/8° GYPSUM WALL r� � 18 SJ UP TO 18'-3" �-' REINDERSMA
<br /> , ' FINISH w/J-MOULD �j ' - �; � ATTACHED TO STUDS
<br /> `, �i �� BOARD BOTH SIDES o �i
<br /> ��j �' CONTINUOUS ON i,, f��� SECURED TO METAL iv E•j �.:� � STA F WASHINGTO
<br /> � �� EXPOSED EDGES. 1� � G'� �� � �
<br /> �� �' { STUDS W/ 1 1/4" �
<br /> �� t� r' �� '� 16 SJ UP TO 20'-0" � b
<br /> f DRYWALL SCREWS G,, ,�7 v
<br /> k� ; �3 �j Ei��, i
<br /> '� '�� � $'-Q" �� 3 14 SJ UP TO 22'-0" �
<br /> � f; ` �, 6"!22 GA. META� ,1; �,
<br /> �j �'; �g '�I STUD AT 16" OC CLG. HT. ; � ROOF DECK WEATHER PROOF PENETRATIONS FROM FASTENERS.
<br /> '" �r �� � �i��� REPAIR/MATCH/REPLACE INSULATION DISTURBED DURING 22 ST UP TO 25'-3" 22'-0"
<br /> � E{ � CEILING AS SCHEDULED
<br /> �� �� 5/8" GYPSUM WALL � ,�j �� j�i � � INSTALLATION.
<br /> 1=�I '� �� ��'� ;j U 18 GAUGE MIN. DEFLECTION TRACK WITH 2" LEGS TO OVERLAP
<br /> : i BOARD BOTH SIDES (n � �-,i kl 20 ST UP TO 26'-1" 22'-10"
<br /> �� '' SECURED TO METAL W � r� �'' i TOP NESTED TRACK. ATTACH TO ROOF DECK(NOT TO NESTED
<br /> � ' � TRACK). PROVIDE 1° CLR. SPACE BETWEEN NESTED TRACK
<br /> �j ,;, STUDS W/ 1 1/4" � � �� `� ' � 20 SJ UP TO 26'-8" 23'-8"
<br /> '' �j DRYWALL SCREWS :, � AND OUTER DEFLECTION TRACK FOR ROOF DECK 6"
<br /> v
<br /> , � tn j t �, HEAD UP TO 28'-0" �
<br /> � i W i�'' �j �I I
<br /> � � � , DEFLECTION.
<br /> ;, �;� 6"!22 GA. METAL � `� PROVIDE SOUND BATT ' ' PROVIDE SOUND BATT DO NOT FASTEN GYPSUM BOARD TO OUTER 18 SJ �
<br /> DEFLECTION TRACK NOR WITHIN 1-1/2" OF v
<br /> �� �� STUD AT 16" OC � � I�' INSULATION ��'-'�� INSULATION AROUND
<br /> � _ �, �.� ; NESTED TRAGK. 16 SJ UP TO 30'-0" �
<br /> w „ E, 1 MANAGERS OFFICE AND �..�
<br /> �; ��� � � k ��� � PERIMETER OF OFFICE PROVIDE CONTINUOUS FIRE CAULK AT ALL STRUCTURAL �
<br /> Ei
<br /> �� r� Q I � NOTE: o �'� � COMPLEX ONLY MEMBERS, CONDUITS AND PIPES THAT PENETRATE THE 14 SJ UP TO 32'-0"
<br /> ;� ,J � �i 1 WHERE CEILINGS OCCUR, � '� ��' ' DEMISING WALL.
<br /> ,. ; , �,� � � BOTTOM OF EXISTING
<br /> �.� �, � � ,{ STOP DRYWALL 6"ABOVE �,� „
<br /> � �' STRUCTURAL MEMBERS INSTALL FIRESTOP AT BOTTOM OF STRUCTURE-TYPICAL
<br /> �: �l Q 4 E:� CEILING ,' ;
<br /> ,
<br /> Ei �' � R; ' � 5/8" GYPSUM WALL BOARD
<br /> 5/8" F.R.T, PLYWOOD ' H �� �
<br /> � �_ � � ,,� F�r ,� BOTH SIDES SECURED TO
<br /> k;; { SECURED TO E' � \ � METAL STUDS W/ 1 1/4"
<br /> �:� ��� METAL STUDS WITH p u� �� �� '� DRYWALL SCREWS 8°x 20 GAUGE STEEL STUDS AT 16" O.C..
<br /> `� �, 1 1/2" BUGLE HEAD � �� '� �� �
<br /> OOR TO DECK
<br /> �';, �:� DRYWALL SCREWS �� j �� '�`�{ PLAN
<br /> ' f;I �:1 25GA. 3 5/8" METAL STUD 5/8" GYPSUM BOARD ON BOTH SIDES OF STEEL STUDS.
<br /> `; �:� 6"/20 GA METAL STUD � � �� 6"/20 GA METAL STUD �I � � 16" O.C. REFER TO FLOOR PLAN. PLYWOOD TO 8'A.F.F. THIS SIDE. Q
<br /> �; �:, TRACK ATTACHED TO J � �`; TRACK ATTACHED TO `� ; �
<br /> h, " �
<br /> �,1 � FLOOR AT 24"OC u- � j FLOOR AT 24"OC r�
<br /> { �� � „ �i '�
<br /> ; � I� � � . �, �
<br /> ' ��; HILTI X-U (SHANK WIDTH Q � E� HILTI X-U (SHANK WIDTH ��� � 22GA. 3 5/8" METAL STUD + ��
<br /> ; � 0.157 IN POWER DRIVEN CA ' �� 0.157 IN POWER DRIVEN � � I UTURE TENANT N.LC. FLOOR& DECOR �o
<br /> FASTENER 24" O.C. WITH � � ��� FASTENER @ 24" O.C. WITH �� TRACK ATTACHED TO � w ��
<br /> ! ) � ,�
<br /> � o
<br /> �
<br /> @ ; F L O O R @ 2 4" O.C. CONTINUOUS 20 GAUGE �
<br /> ' 1 1/2 MIN. EMBED 1 1/2 MIN. EMBED � ; ;
<br /> r; `' � � � �
<br /> 'A � � 14' �" j �:,,-�<'' ' SILL STEEL RUNNER � � � �
<br /> �' `'� PROVIDE A CONTINUOUS � �� PROVIDE A CONTINUOUS �i HILTI X-U 0.157 SHANK �� ��3
<br /> � )
<br /> s
<br /> �� , BEAD OF SEALANT FOR THE " �., BEAD OF SEALANT FOR THE �� � POWER DRIVEN � J •��� �
<br /> { FULL LENGTH OF THE WALL u ' FULL LENGTH OF THE WALL fi i FASTENER @ 24" O.C. W/ 1 HR RATED �� � � " 7
<br /> O�-O�� � AND ON BOTH SIDES �,_�„ � ��j AND ON BOTH SIDES �,_�„ �� 1 1/2" EMBED 4 DEMISING WALL SECTION � ����
<br /> T.O. SLAB T.O. SLAB T.O. LAB sca�E��=��-o�� �� ��s�
<br /> PARTITION TYPE PARTITION TYPE PARTITION TYPE �� � � �
<br /> � � � �:����w
<br /> � SCALE:3/4"=1'-0" � SCALE:314"=1'-0" � SCALE:3/4"=1'-0" +' � ��=�.°� �
<br /> U .g
<br /> CASH OFFICE:PROVIDE 5/8"GYP.BD. SECURED TO METAL STUDS W/1 1!4" �
<br /> 2 n 6"METAL STUD!PROVIDE MOISTURE RESISTANT DRYWALL AT WET WALL 3A DRYWALL FASTENERS ON ALL WALLS AND CEILING (CEILING TO HAVE � "`� �"r � ���
<br /> ��� IN BREAK ROOM SECURITY MESH,REFER TO WALL TYPE 6) � " sa
<br /> � �. ....��cv�6 a
<br /> „ „ , „ , 4 5/8" 6 1/2" c� �
<br /> 2{� 6 METAL STUD/PROVIDE 3!4 PLYWOOD TO 6-0 AT FULL WIDTH OF R RESTROOMS:PROVIDE 5/8"GYP BD.ONE SIDE ON 3 5/8' METAL STUDS
<br /> �+ ELECTRICAL PANELS WALL NO SOUND WSTALLATION. ��+ SECURE W/1 1!4"DRYWALL FASTENERS 2 3/4�� 4 3/4��
<br /> RESTROOMS:PROVIDE 5!8"MOISTURE RESISTANT GYP BD.RESTROOM CENTER LINE CENTER LINE
<br /> 2�', samE as z euT No wa��Ti�E. 3C',, i OF STEEL POST OF STEEL POST
<br /> SIDE ON 3 5/8"METAL STUDS W!1 1/4"DRYWALL FASTENERS
<br /> f _�� I �� �
<br /> ! H55 2"x2"x3/16"x � � HSS 3"x3"x3l16"x
<br /> 3DPROVIDE 5/8"MOISTURE RESISTANT GYP BD ON 3 5/8"METAL STUDS W/1 3�g�� � 3'-O�� 3�6 I ', I ' H�-O��
<br /> 1/4"DRYWALL FASTENERS � i
<br /> � I ; � � i 1.
<br /> � � � I � I�
<br /> � I r � � ��� � ���
<br /> �I � 1/2"THICK � �� =- _-- - - -- j ' 1/2"THICK
<br /> 2D SAME AS 2 BUT NO GYP ONLY PLYWOOD TO BOTTOM OF DECK.
<br /> No souN�iNSTa��ArioN. - -- -a i, BASE PLATE I '� I BASE PLATE
<br /> � , �
<br /> I I, - - I � i I
<br /> 2E SAME AS 2 EXCEPT USE 8"METAL STUDS. � � ~ FOR BOTH POST/PLATE CO � ; i I � 00 FOR BOTH POST/PLATE COMBO
<br /> ---
<br /> i ATTACH(2)6"METAL STUD ' i ATTACH(2)6"METAL STUDS W/
<br /> , O � ; HILTI-XU 0.157 DIA P.A.F. @ � � _ � HILTI-XU 0.157 DIA P.A.F. @ 12"
<br /> O O.C. 1 EACH SIDE I ' � � r: O.C. 1 EACH SIDE
<br /> i i, � ' i
<br /> � � � �
<br /> � � i
<br /> RE: STRUCTURAL FOR Y f ' '' � '
<br /> ALTERNATIVES TO THIS � .� (4) 1/2"�'d ANCHOR BOLTS (4) 1/2"ID ANCHOR BOLTS
<br /> i SET IN SLAB W/HILTI HY i SET IN SLAB W/HILTI HY �
<br /> METHOD OF BRACING, DUE EMBED XY, MIN 2 3/4" ' 200 EPDXY, MIN 2 3/4"
<br /> I � EMBED Q
<br /> TO HEIGHT OF EXISTING
<br /> STRUCTURE ABOVE. HSS 2"x2"x3/16"x ' HSS 3"x3"x3/16"x � �
<br /> 1 X 10 PAINTED 3'-10" I 8'-0" .
<br /> �2�-O�� A.F.F. ,,�(PT-1) WOOD CAP �� i FOR BOTH POSTlPLATE CO ' ' i i FOR BOTH POST/PLATE COMBO � � �
<br /> � � ` ATTACH(2)6"METAL STUD � � ATTACH (2)6"METAL STUDS W/ �• �
<br /> T.O. DISPLAY WALL " � � � i � � � � �
<br /> ''' i I ; HILTI-XU 0.157 DIA P.A.F. @ , i i HILTI-XU 0.157 DIA P.A.F. @ 12"
<br /> , j � PAINTED (PT-1} 1 X 6 , i i O.C. 1 EACH SIDE I i i O.C. 1 EACH SIDE
<br /> � �
<br /> 16GA. 3 5/8" METAL STUD , � CROWN ON BOTH i I i i i � �
<br /> ,. (4) 1/2"OJ ANCHOR BOLTS (4) 1/2"�ANCHOR BOLTS
<br /> � DIAGONAL BRACING @ SIDES OF WALL 3/s" � i i i ' �. ; SET IN SLAB W/HILTI HY 3/,s" i i i I SET IN SLAB W/HILTI HY
<br /> � 48" O.C.-FASTEN TO ; � r� � i ��i � � �� � I ; 200 EPDXY, MIN 2 3/4" � � �� � 200 EPDXY, MIN 2 314"
<br /> CONT. 6000T150-33 ' � � ' � � EMBED
<br /> (2)#10 TEK SCREWS @ STRUCTURE �� �� I I i � i � �� EMBED i i ���� � N
<br /> EACH STUD BRACE � T&B 20 GA. TRACK ; i i . I�, i i �
<br /> �� ` �` I I I I �� �
<br /> CONT. 22GA. 3 5/8" C �; � ! � i i � 1(2"THICK BASE � i i i 1/2"THICK BASE
<br /> �� METAL STUD TRACK � � �� ._�E � � �� �� PLATE-BP1 i i PLATE-BP2 ���/ �
<br /> ATTACHED TO STUDS 1 � i , '' ' i i
<br /> ' i /�� LL
<br /> . � � � � ��� i i ` t SLAB5" MIN ��� �i
<br /> � � o �, � �� NOT USED � i � SLAB 5"MIN LL
<br /> �
<br /> O � Q
<br /> __� �� _ �� � � �� 5 � � �� � � � � � �
<br /> � � e ° ° ° U W
<br /> — - e ° a a
<br /> _ .. _ __.. _�._ � . _.... _r�. _ __.�_ . _. .. .._� �,
<br /> � � a �
<br /> ; ; , � � a � �
<br /> CLG. HT. ����' ; ` � � W
<br /> � �� CEILING AS SCHEDULED � � �2 3/4" �4 3/4" � � �
<br /> �I �
<br /> ��; '; F 4 1/2" 6 1/2" � �
<br /> � � 5/8" GYPSUM BOARD- OVER � W
<br /> �
<br /> � �� SECURITY MESH ; :`
<br /> ;; ; ; � A-4' WALL B-12' WALL � p p W
<br /> �� J � �
<br /> SECURITY MESH: � � ,�
<br /> �� � FLATTENED DIAMOND MESH �� ,���� DETAIL � WALL BRACING A � B � LL � W
<br /> � �� (ASTM A 569 CARBON STEEL) 1 � �� _ �_ �� a
<br /> REFER TO SPECIFICATION ; �� SCALE: 3 — 1 O
<br /> �� ;
<br /> 5/8" GYPSUM BOARD � �
<br /> �
<br /> � � ��� SECURITY MESH UNDER �
<br /> GYP. BD. � ��
<br /> b:
<br /> k.
<br /> �
<br /> � � � �
<br /> �: ; 5/8" GYPSUM WALL BOARD
<br /> ' � BOTH SIDES SECURED TO
<br /> o � '{ '. METAL STUDS W/ 1 114"
<br /> a' ' DRYWALL SCREWS
<br /> � I
<br /> 25GA. 3 5/8" METAL STUD � � � 22GA. 6" METAL STUD
<br /> � @ 16" O.C. � I � STRUCTURE ABOVE � �
<br /> � � �
<br /> r� � —
<br /> VA U LT I POSTS AT 4'-0" ON ATTACH TO � �-
<br /> 1 CENTER. SEE DETAIL STRUCTURE W/#8
<br /> 1/A700 SCREWS date:
<br /> i 4' 4"20 GA. METAL 1/5/18
<br /> � � CASHROOM ! , N I TRACK
<br /> issue or.
<br /> ' i 22GA. 6" METAL STUD T
<br /> O � I WALL I ATTACH TOP
<br /> TRACK ATTACHED TO
<br /> 22GA. 3 5/8" METAL STUD � TYPE TRACKS W/#10 FOR PERMIT
<br /> . . FLOOR @ 24" O.C. ': � � '
<br /> TRACK ATTACHED TO � � PER SCREWS 16"O.C.
<br /> , � FLOOR @ 24" O.C. � • I P�N I " EA. SIDE Y@VISIOtI date:
<br /> C� � � h� HILTI X-U (SHANK � I � t10.:
<br /> k � r WIDTH 0.157 IN) • � 3 5/8"20 GA. METAL 1Q CITY COMMENTS 3-09-18
<br /> � � HILTI X-U (0.157 SHANK) �; '� POWER DRIVEN •+
<br /> r# � i METAL STUD WALL Q
<br /> � POWER DRIVEN 1 � FASTENER @ 24" � � � _ _
<br /> f
<br /> � FASTENER @ 24" O.C. W/ � ,:' O.C. WITH 1 1/2" MIN. ti
<br /> O�-O�� 1 1/2" EMBED O,_O„ !' EMBED � � '' Q — —
<br /> T.O. S B T.O. SLAB � — —
<br /> PARTITION TYPE PARTITION TYPE DETAIL STRUCTURE job no.: 17-034
<br /> 6 SCALE 3/4"=1'-0" � SCALE 3!4"=1'-0" 2 �� — � ��
<br /> SCALE: 3 — 1 -0 sheet title: PARTITION
<br /> 6"METAL STUD WALL Wl3/4" 7A 4�-o��A.F.F. TYPES
<br /> 6A FRT PLYWOOD ON SALES
<br /> SIDE TO 8'-0"AND GYP.BD
<br /> EXTENDED TO BOTTOM OF
<br /> DECK. PROVIDE SOUND
<br /> BATT INSULATION.
<br /> sheet no.:
<br />
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