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LB2003_53 9 10 An A9.2 A9.2 A9.2 or or GENERAL \ OTES BO STRUCTURAL DECK II* al 1. FOR WALL TYPES SEE DRAWING A9.1 .-.48 2. FOR LOCATIONS OF FIRE RATED WALLS SEE DRAWING A0.1, A0.2 ...8 DEFLECTION HEAD aw US. STEEL DECK I. 12GA. CONT. STEEL PLATE ACOUSTIC BATT AT ACOUSTIC CEILING WALLS AND FIRE SAFING AT FIRE 6" X 16 GA. CONT. METAL 4i -- METAL STUDS, GYPSUM i RATED WALLS AT END OF STEEL CHANNEL. NOTCH FLANGES @ 4 BOARD & ACOUSTIC PLATE TO COMPLETE ASSEMBLY BATTS TO STRUCTURE , >.< STUDS (MIN. SPAN 3 STUDS). 44p \ w/.4kOMINAL T 8c G WOOD a - - , , ATTACH W/ SHEET METAL SCREWS ABOVE : , 4 „ 4 A < , 814 Ce, 141".. 4 4 '1 < , .177 DIA. vOWDER ACTUATED (3-#8 F.H.) AT EACH STUD. TEXT STYLE ACOUSTICAL WALL, SEE .6 Abtipli.Lix ram POWDER ACTUATED 4 < IISINM <->. 4 '1 ,4 FASTENtRS b 2'- 0.C. MAX. STUD SPACING i. TYPE 'A' WALL TYPES. wv" •• 4:1.1RS @ 2)-0" 0.C. MAX. - 4 ° <4,, 4 '1 < 4 , loGA. LONG 1.EG ,TAL TRACK 4. SEE A9.1 W if. 4 • i **Gi\VNG LEG METAL TRACK - < 4 4 < 1 I /4 Ale .#0 B OTTOM 4 FLAN E OF STEEL ,i , 0 70 0' //// pr, / , ° , < MY IV / BEAM WHERE/IT OCCURS. >Ais 18 GA. METAL TRACK, AV < . 4 LLJ SECURED TO SLAB W/ - d , 00 i A ‘ - END OF KM AL STUDS ,- I i I Illir -WI- . 4 + ± + ''A , - la . LONG POWDER DRIVEN II 17TVT---12 - •2-,--,- II . -1/E---77T----12 FASTENERS @ 2'-O" O.C. x -L SEALANT BOTH SIDES. FIRE ± + + 4s < w END OF METAL STUDS -7LKN RATED AT FIRE RATED WALLS, c" • 1.•-- ACOUSTIC AT ACOUSTIC WALLS i 1111 N + + + ACOUSTICAL SEALANT, METAL STUDS SEE WALL TYPES. METAL TRIM METAL STUD & GYPSUM BOARD 1 ' ' FLOOR .... ' _ EACH SIDE FIRE-RATED OR ACOUSTIC WALL. SEE WALL TYPES. 14 9 =_FL:CT 0 \ - =AD © WOOD D =C < 10 D -; - L.:.-ST 0\ - = AD @ ST==L D =CK 6 TYDICAL BAC < I \ G PLAT= 3 TYDICAL ACO ST CAL WALL A9.2 SCALE: .5 = V-0" A9.2 SCALE: i = l'-O" PARALLEL TO FLUTES A9.2 I SCALE: 3" = V-0" A9.2 SCALE: 3/4" = 1 -0" US. STEEL DECK A2s.k C 14 .177" DIA. X 1 1/2" LONG POWDER A9l.2 A9.2} A9.2 ACTUATED FASTENERS @ 2'-0" 6" x 16 GA. CONT. SHT. MTL. or or or O.C. MAX. INTO DECK PLATE, (MIN. SPAN 3 STUDS ). .--- BOTTOM FLANGE OF STEEL ATTACH W./ SHEET METAL BEAM WHERE IT OCCURS. SCREWS (3-#8 F.H.) AT EACH STUD. BO STRUCTURAL DECK BO STRUCTURAL DECK ., STUD SPACING + + 4 '4 4 ° <, 4 4 I I •-. ‘..-K < 4 a 4 Z A 4 - A D DEFLECTION HEAD CD 4- + + CEILING -- - \ N 18 GA. LONG LEG METAL TRACK + + + 2 1/2" X 20 GA. METAL ...__________-------- METAL STUDS TO STUD BRACES 4'-0" 0.0. STRUCTURE ABOVE 20 GA. METAL TRACK - A. MAX. STAGGERED TYPICAL. --• METAL STUDS l\,/ Lo • ..._ METAL STUD AND \/ CEILING GYPSUM BOARD WALL, ...-------- METAL STUDS AND SEE WALL TYPES. Aal....=FL=.._ CT 0\ - = AD © ST--- =__L D =7.C ‹ 7 TYDICAL BACK \ G L_A-r--- ..._-- GYPSUM BOARD WALL. SEE WALL TYPES. A9.2 SCALE: 3" = 1'-0" -PERPENDICULAR TO FLUTES A9.2 SCALE: 3-- = 1r--0- fv------- __ A _ 18 GA. METAL TRACK 18 GA. METAL TRACK .177" DIA. POWDER PROVIDE HEADER, TRACK & SECURED TO SLAB W/ SECURED TO SLAB W/ ACTUATED FASTENERS @ STUDS ABOVE DUCT AT F.R. AND .177" DIA. X 1 1/2" .177" DIA. X 1 1/2" EACH PLATE ACOUSTIC WALLS ONLY g ii LONG POWDER DRIVEN LONG POWDER DRIVEN OR BOTTOM FLANGE OF STEEL A9.2 A9.2 4, 5'-O" MAX. FASTENERS @ 2'-O" 0.0. FASTENERS @ 2'-0" O.C. a BEAM WHERE IT CTRS. 1 ., BO STRUCTURAL DECK FLOOR 18 GATRACK 1 FLOOR / , < 4 ' <, 1 I I I / 4 4 NOTE: DETAIL APPLIES ONLY WHERE DUCT OBSTRUCTS PASSAGE OF 4 4 < 4 .° < 4 ° 4 < < 4STUDS TO STRUCTURE ABOVE. ELSEWHERE DETAIL 1/A9.2 APPLIES. • 4 a 4 <7 < 4 , 4 4 I 4 4 4 4 g \ , 4 , 16 GA. TRACK, TOP & 4 TYICAL \ O\ - RAT=D WALL AT DUCT AkTYJICAL \ O\ - RAT=_D WALL ,. , / 11: - BOTTOM OF OPENING A9.2 SCALE: 3/4- = V-0". A9.2 SCALE: 3/4" = V-0" z 2, A 9 10 AIM <7 (1) 20 GA. STUD @ JAMB. ,\, A9.2 A9.2 A9.2 _ ... (2) 20 GA. STUDS @ JAMB, or or 1/8 V 8 1\ - --1787--- TACK WELDED, FOR OPENINGS 12GA.X 6" WIDE STEEL PLATE 3'-0" AND LARGER @ 2'-0" 0.C. MAX. CEILING 6 18GA. LONG LEG METAL\ = TRACK = 200A. METAL TRACK MTL STUDS ..iA, ,,, 18 GA. TRACK W/ .177" DIA. X 1 1/2" POWDER DRIVEN FASTENER @ 2'-0" • A9.2 --' BO STRUCTURAL DECK /\/ 0.C. Afii, D =:_. FL...„CTIO\ - AD © ST= =L D =C ‹ 8 WALL FRAV \ G © DJCT 0- E\ \ GS PP DEFLECTION HEAD • 6" X 16 GA. CHANNEL A9.2 SCALE: ,.) = 1 j-0r PARALLEL TO FLUTES A9.2 SCALE: 1/4" = 1 -0" BACKING PLATE 12GA. CONT. STEEL PLATE. WELD CONTINUOUS BEHIND TO DECK AT EACH FLUTE. CASEWORK FOR UPPER CEILING CABINETS AND SHELVING US. STEEL DECK METAL STUDS & FIRE-RATED GYPSUM .177" DIA. X 1 1/2" LONG POWDER N BOARD TO STRUCTURE 6" MIN. "t- ACTUATED FASTENERS @ 2'-O" LN METAL STUD & GYP. BD. ,0 ///7 0 /0 /// /0 ,/ /,i 7 ABOVE O.C. MAX. INTO DECK. -N. A9.2 ,____ WALL. SEE WALL TYPES •4 •4t •#. • 4.••40 x LL METAL STUD & • 046 40MINAL T & G WOOD - - 4 <7° a <, . . ACOUSTIC13ATT AT ACOUSTIC 0 E LL, FIRE-RATED GYPSUM • x • #• 00* 4 vit 0 li , ' ' '• 4 ° 71 < -. 4 WAL;LS AND FIRE SAFING AT FIRE In > -• 4 I ZD -.' BOAED WALL. SEE WALL / ' / 44 / ,e7or',A. POWDER ACTUATED , 4 4 4 < 4 < RAT.7..D WALLS TO C,•MPLETE THE 143 T TYPES & FLOOR PLANS 4 • A ' , , ASSEMBLY AT FLUT. S :ci- >-- ... ,404 • A 4. isRS @ 2'-0" 0.C. MAX. -. ',' A 4 i 4 L.L- . IF* • 4 I: 4. 14)N G LEG METAL TRACK 7 ; ( ) AdO Af. 0 u j 2C0 > :CD SECURED TO SLAB W/ yOsTTITIM FLANGE 0 STEEL //7 /// 2/, ;/I //7/ ///7 ///i /8E\A WF.IRE IT OC URS. 1 T 6" X 16 GA. SHEET .177" DIA. X 1 1/2" ....--- - ... --------__[ II orimETAL STUDS . NI >- ...- \ I ( )u, . , \180,. NG LEG MITAL TRACK L,_ METAL BACKING PLATE ...------ _ LONG POWDER DRIVEN _.------ --- ow CONTINUOUS BEHIND -• 1 " kt t -• 1/8V In > BASE CABINETS, WALL FASTENERS @ 2'-0" -=--.- 1 -178-7-1 2 \ SEALANT BOTH SIDES. FIRE RATED 1 -NI GUARDS, AND FLOOR TO x -N, SEALANT BOTH SIDES. FIRE -• • .. AT FIRE RATED WALLS, ACOUSTIC CEILING SHELVING < v. •-rsj LLi .-ICN RATED AT FIRE RATED WALLS, FIRE RATED SEALANT EA. `-- AT ACOUSTIC WALLS FLOOR '60 0 FLOOR SIDE r . ACOUSTIC AT ACOUSTIC WALLS ›-- METAL TRIM N N I -.J E 4 METAL TRIMEND OF METAL STUDS XI METAL STUD 8c GYPSUM BOARD METAL STUD & GYP. BOARD FIRE FIRE-RATED OR ACOUSTIC WALL. // f---- SEE WALL TYPES. \/ RATED OR ACOUSTIC WALL. SEE WALL TYPES. 2 13 BAC /< 1 \ G ....__ATES I'D CAL FIR =- RAT=D WALL tin A9.2 SCALE: 37T c = 1T-0" A9.2 ' SCALE: 3" = i'-o" PERPENDICULAR TO FLUTES A9.2 cSCALE: 3/4" = 1'-0" A9.2 SCALE: 3/4" = 1 immt CD 1 Revisions Date Drawing Title ,) 25 November 2003 CNI 0 PARTITION Project No 0 ois% CD %id SRG PARTNERSHIP I N C iillIZ illil \.‘\\,111) ilif)e 2216 FRAMING DETAILS < c„,, New Tigard Library .,. JON R. SCHLEUNI 'C'% • I? N,G ,e (.0 Consultant Project No CNI ARCHITECTURE PLANNING INTERIORS Construction Documents c.. ,-- c::4 ..-3 xxxx Drawn by Drawing No 6 0 • TRG E 621 SW Morrison Street,Suite 200 Portland,Oregon 97205 0 Ni) 1111 k711 tfi, PORTLAND, OREGON ,.. .. Checked by z Tigard,Oregon . o_I -' 0, T:503.222.1917 F: 503.294.0272 www.srgpartnership.comSMH A9 . 2 (17 .(‘„ i OF \)''' . 0