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EXTEND STUDS TO THE UNDERSIDE OF EXIST. SLAB PER STRUCTURAL PLANS �. BRACE: 8" METAL STUD OR 3/4" DIA. PARTITION STUD SCHEDULE'
<br /> - RIGID METAL CONDUIT AS DETERMINED BY
<br /> STRUCTURE; SEE STRUCT. FOR ATTACHMENT AND �
<br /> �'I CLEARANCES, RRE CAULK AS REQUIRED DECK EDGE SUPPORT - SEE _ ,: : FIN. HEIGHT OF STRUCTURE. ALTERNATE 1. INTERIOR PARTmONS (NQN-LOAD BEARING)
<br /> ' F I R E-R A T E D 3/4" P L Y W O O D D E C K I N G 0/ 6" �g �RUCT. _ _ ---__' � FLR DIRECTION EVERY OTHER BRACE. FLATTEN . V E R I F Y S I Z E, G A U G E A N D S P A C I N G W I T H S T U D M A N U F A C T U R E R A N D/O R ..�~
<br /> - - END AND BEND, SCREW TO TOP TRACK INSTALLER
<br /> i GA MTL. STUDS � 16" O.C. MAX DEFLECTION 1 � �-- � OF PARTITION W/ SELF TAPPING SHEET
<br /> ���2,4,a� WOOD JOIST - SEE STRUCT. ----_ '� __ _ �'' �IEfAL SCREW, SCREW OTHER END TO • BASIS OF DESIGN: LATERAL LOAD = 5 PSF, DEFECTION UMIT = L/240 WITH �
<br /> ' GWB FINISH BOTH SIDES OF WALL OR 1 1/2" X 20 GA STRAP BRACING � T�rr� F��►w�r
<br /> 800S125-43 MEfAL STUDS � 16" _--- _;�� UNDERSIDE OF STRUCTURE ABOVE �
<br /> -_ �� � '_-- � � 48" OC WITH 2 #10 SCREWS EACH STUD ON ONE SIDE OF WALL
<br /> ; �_ _ �
<br /> � �
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<br /> EXISTING ROOF � - =�j O.C. SHAFTWALL - 5�8"GW8 ON - - �, � � � � HEIGHT OF WALL STUD SIZE & GAUGE SPACING
<br /> CEILING PER PLAN
<br /> � z _'' BOTH SIDES (ONE HOUR RATED)• '� -"- � ' �� � � � � v UP TO 15' HIGH 3-5 8°x1 5 8" 18 GA SS 24" OC MAX
<br /> ��� - � R-13 SOUND BATTS UL # 419; SEE STRUCT. FOR � -_ �� � ; . � �
<br /> if 1 � ,
<br /> J --- - I � 20 GA 6" CEILING JOISTS � 24" QCpW/ 15'-0" to 24°-9" 6° x 1 5/8" 18 GA SS 24" OC MAX
<br /> , ,_ _ _ . - � _
<br /> , ---+ ',-. ��+-+� � ��-+ � ' ' _ _--_ - , ' � 24-9" to 37'-0" 6" x 2° 16 GA SS 16" OC MAX
<br /> � ! � , _ .�; U -"-"-- __ ELEVATOR SHAFT STRUCTURAL I � � � _ SOUND BATf INSULATION - MAX 1 2 �
<br /> . 1_ � ,
<br /> � �+-�-� �� � ' -- SUPPORT DEFLECTION (L/240) '
<br /> _ I I I � t ��-r�-r-�--���—� � —� _ _
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<br /> y` y-`' ; _ - �+ i +-�--��� w -_- ----- ; ST DSG�B24"vORCgMAX1DEFL�TION GL 240 TO ,-� _,' ,� � [s,o4�m� 2", 14 GA SS 41n 16" OC
<br /> �_ ,� � �-} ' � U ' � ' ' '
<br /> �- - ; - - - - �r .�-,-- t� _ � � ) METAL STUD RUNNER ATTACHED TO 32 0" 47'-0" 8" x
<br /> �. � : . . � T [610 mm]
<br /> ` -;- -�- - - - � . � MEET SSMA INTERIOR NON-STRUCTURAL ----- J 5/8" 'TYPE X' GWB OVER 3-5/8" X �_
<br /> _ _ . _ _
<br /> �, CONCRETE SLAB PER STRUCT. ---___ = s a � C h I t E C t S
<br /> . . OFFICE .
<br /> � � _- �_ COMPOSITE TABLE DRAWINGS '.___-------� . .. - 1-5�8" 25 GA MEfAL STUDS � 24 OC ��N �,k �^ � �;�,,,.;��, ��,� �" ...�.;` _ ����„�:�'•��,_,'�"„,: < <� �,r' �;�
<br /> ' � ��.� � .� � . ,.v -�-, .�. . �
<br /> ? -----� - - W/ SOUND BATf INSULATION "� 2505 Third Avenue
<br /> -- --- -- _-__ __- -_ _- ;y, � _---- _ _J
<br /> - % � - Suite 324
<br /> " CEI�ING PER P�AN UL U419 or MEA 81-98-M seatt�e, w,q 9812'I
<br /> �- _ _ � _ ; �� :
<br /> ` - - '� \` Q ELEV. HOISTWA WAREHOUSE _ _ � � Interior Partitions-Steel Stud Non-load-bearin
<br /> �-__ � - __ _ ' ��--_ ( g)
<br /> - -.
<br /> r MTL STUD RUNNER ATfACHED TO CONC. SLAB -
<br /> � , I ' -��' METAL STUD RUNNER ATTACHED TO
<br /> N '` 206.720.7001 hone
<br /> W/ 5/37' DIA. LOW-VELOCCTY POWER-DRNEN ' Fire R a t i n g 1 h o u r P
<br /> � � -- I �" E X I S T I N G C O N C. S L A B W/ 5/3 2" D I A
<br /> 20F.720.2949 fax
<br /> ; � � --- - F A S T E N E R W/ 1 1/4" PENETRATION MIN., 18" �` LOW-VELOCITY POWER-DRNEN FASTENER
<br /> STC 47
<br /> ` � � - _- � O.C. �
<br /> - W/ 1 1/4" PENETRATION MIN, 18° OC
<br /> ,.
<br /> Sound Test SA-831001 � www.craftarchitects.com
<br /> � - - _ 1 HR RATED WALL/CEILING SHAF1' WALL 1 HOUR System Thickness 3-3/4��
<br /> C ) RR/OFFICE PARTITI4N
<br /> 13 g 6 Assembly Options N
<br /> _- Qj CEILING PER GA FILE 4503, WALL PER GA FILE 3500 GA FILE N0. 7008 UL U469, SPECIFIGATION LOCATED ON A5.6
<br /> - Gypsum Board-5/8 in.thick gypsum board applied horizontally
<br /> --
<br /> l l �.� -�- = -__= �-; �__ _—__ �ECK PER • USG Sheetrock0 Brand Mold Tough�Panels Firecode�X-5/8"(UL Type 5CX) �'/'�
<br /> _ _� ____
<br /> PLYWOOD • USG Sheetrock0 Brand EcoSmart Panels Mold ToughO Firecode0 X-5/8"(UL Type ULIX) VJ
<br /> _ __ EXISTING ROOF STRUCTURE - - , , _ STRUCT
<br /> � � �� ' I • USG Sheetrock0 Brand EcoSmart Panels Firecode�X-5/8"(UL Type ULIX) �
<br /> - � , � �� � � I 6" THERMAFIBER SAFB �
<br /> � I � � I � USG Sheetrock0 Brand Firecode�X Panels-5/8"(UL Type SCX) T
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<br /> �,� � ' � ? � � ' SOUND BATTS PINNED
<br /> ACOUSTIC BATT INSULATION Steel Studs-2-1/2 in.deep,25 ga. spaced 24 in. OC �
<br /> ' - � - �- - � � TO UNDERSIDE OF DECK
<br /> _ _ _ ,
<br /> �_ �
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<br /> - l, , ; � i Batts and Blankets-Min. 1-1/2 in.thick mineral wooi insulation
<br /> � - FIRE-RATED 3 4" PLYWOOD DECKING 0 6" 16 � � � ' � i `i �'��� Gypsum Board-5/8 in_thick gypsum board applied horizontally � '� . �
<br /> __ -
<br /> - - - GA. MTL. STUDS � 16" O.C. MAX DEFLECTION �
<br /> __ --- - - -- � � /
<br /> ___ � - I� � � � I � 1 � � I � �, � ' � � ' 6" 20 GACEILING JOISTS � 24" OC -
<br /> ___ �
<br /> � � �NG N ERED JOISTS ������ � )i , � ; i �� � 1�2" DEFLECTION (L�240) � Q
<br /> � � -- � � � SEE STRUCTURAL � � _:� � . ,� ,' '�_ _ . _�l ; � � W � N
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<br /> � � � �_� -- � ''��� DETALS�AND�LOCATI SHEAR WALL ' I I�, � !� ���''I I I � ,'� � � �
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<br /> ONS , i � � � � , � , � � R-13 SOUND BATTS _- -��� WATER RESISTANT GWB CEILING � � � Q
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