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<br />PLYWOOD DECK (FLOOR OR ROOF)
<br />INTEPIOR NON-STRUCTURAL NON CONIPOSITE:
<br />(S) STUB Sr ACPNfC: 9�SF
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<br />SOUND MITIGATION INSULATION WHERE
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<br />IkI3 EIR1.�R N 01�-STRI..ICT UERAL
<br />_NON -COMPOSITE:
<br />NOTE: A S; I n� - -
<br />LL u e LIa ff�vFORIVIATIOI� IS B�,,.ED CAN: �(�+ q,p try �g
<br />_ I._L e�:C\i.7� U'tf6 L.J� 1 6.
<br />STEEL STUD Mai,ANUFACTURERS ASSOCIATION (SSIIdIA) �
<br />IViEN11BER DEPTH: (En.AI+iII LE; 1 vEo =1.625 A '162 E,100
<br />v ;, , �� INCHES) ALL FLANGE V'VIDTHS ARE TAKEN
<br />lErAML�LE: 6" = 60t GC) ALL
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<br />BRACING TO STRUCTURE, ALTERNATE
<br />SIDES. t
<br />BID: USE MIETAL STUDS AT MIN. 6-0' O.0
<br />FOR 31f2'' SPUDS Wf MdiIN. 2 BRACES PER
<br />VVALL SECTION., MATCH VVALL STUD SIZE &
<br />GAUGE. PROVIDE BENT- LEG & FASTEN 1-0
<br />3 1/2" 20 GA. (362T126-33)
<br />CONT. STL RUNNER
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<br />INSULATION WHERE SPECIFIED, SEE
<br />KEY NOTES AND VVALL LEGEND
<br />513" TYKE X GYPSUM BOARD EACH
<br />SIDE OVER METAL STUDS, TYPICALLY
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<br />`/IBER DEPTHS ARE TAKEN If
<br />IGIE�t I ^ - • ,
<br />11100 INCHES. FOR ALL "T" SECTION'S
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<br />MEMBER DEPTH IS THE INSIDE
<br />IN 1l'I00 INCHES.
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<br />6 �� �� �T � ��
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<br />TOR TRACE{ PER MFG REQ. (MAX. LENGTH
<br />OF BRAGS 25 t1 „)
<br />CHANNEL
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<br />ANCHORED TO FLOOR VW
<br />POWER ACTIVATED
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<br />3 if2" 25 GA. 350S125-15) SET AT 24"
<br />LOVABLE HT TO ' 11"SEE
<br />O.C. WI ALLOWABLE 9'
<br />METAL STUD TABLE TO VERIFY SIZE &
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<br />; `3625125 3
<br />; 12" 1 "-2" J
<br />DIMENSION. tTCO
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<br />SUSPENDED ACOUSTICAL CEILING, SEE
<br />FASTENING SYSTEM; HiLTi
<br />X ZF 22 PST OR EQUAL
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<br />SPACING BASE FOR ACTUAL
<br />CEILING HT LOCATIONS
<br />1 ,,62S'1253
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<br />362SI 25-43
<br />17-5"
<br />I 16' s
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<br />24" 15' 3"
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<br />STYLE:
<br />MATERIAL `I HICIKNESS: �
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<br />RCP DETAILS
<br />SCRIBE WidLL BOARD TO CEILING GRID &
<br />.145 DIA. & EMBEDMENT
<br />TO BE 3f4' AT 16' OC.C.
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<br />3625125-5� (50 i'�SI)
<br />i 20'-6 ` �
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<br />(EXAMPLE:1).Uv , N. = U 4U'IiLS; 1 C�1fL='il'I000
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<br />5f8" TYPE C GYI SUNI BOARD EACI I :'
<br />TRIM NEAT & TRUE, OR PROVIDE 1" IMTL
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<br />PURLIN CAR 4x BLOCK
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<br />'362S125-54 50 KSI
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<br />16"' I 15-,`
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<br />(EXAMPLE: STUD OR 3t`1. IS-`i� SECTION _ } S -----'
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<br />THE FOUR ALPHA A CHARACTERS UTIL9� EL BY THE
<br />DESIGNATOR SYSTEM .ARE:
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<br />IN.) MATERIAL THICKNESS 1S THE MINIMUM
<br />BASE METAL H' ICKNESS IN iNdILS. MINIMUM
<br />BASE METAL THICKNESS REPRESENTS 95�o
<br />SIDE OVER METAL STUDS, TYPICALLY
<br />B r " 25 � �- K. �
<br />� 1�2 _ GA. (3u0S12� 18) SET AT 2� :� �
<br />O.C. Wf ALLOW'ABLE HT T O 9'-1 1" SEE � (
<br />TRIM WI PAPER WING
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<br />� RESILIENT BASE � GYP. BD. VVALL
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<br />362S125 54 a0 KSI
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<br />2. 16'-3"
<br />OF THE DESIGN THICKNESS.
<br />f 1ETAL STUD TABLE TO VERIFY SIZE &
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<br />TOP TRACK SECURED TO VVALL BRACES
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<br />BRACE TO STRUCTURE., ALTERNATE SIDES.--/
<br />362S125-6z3 50 KSI
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<br />'..�625125-66(50KSI)
<br />12" 21'-11"
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<br />SPACING BASED FOR ACTUAL
<br />CEILING H1 LOCATIONv ..
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<br />SCREWS
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<br />WOOD„ VLlf 1-1 fc7.�' MIN.
<br />PENETRATION INTO PURLIN
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<br />0 REFERENCE EDWGS
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<br />INSULATION WHERE SPECIFIED, SEE
<br />KEY NOTES AND 4A+'AL LEGEND
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<br />FINISHED FLOOR (SLAB)
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<br />REQUIRED AT END
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