Loading...
12-303-023n. 0 r: N N CD N a FRAMED SOFFIT. REFER TO SECTIONS (E) H.R. WALL. PATCH WITH LEASE LINE AND ELEVATIONS. SYSTEM NO.W -L -5001 5/8” TYPE'X' G,W.B. MATCH (REFER TO FLOOR PLAN). ) (FORMERLY SYSTEM NO. 147) EXISTING X STING RATING. _ VARIES F RATINGS: 1 AND 2HR: (SEE ITEM 1) - _ REFER TO RCP T RATINGS: 3/4, 1 AND 1 -1 /2HR. (SEE ITEM 3) EXIT 1 c� j I , SEAL AT DECK: PROVIDE L RATING AT AMBIENT: 2 CFM /SQ. FT. TENANT CORRIDOR _ I i FIRE SAFING MATERIAL IN _ I "RIB" OF DECK IF NONE L RATING AT 400 F °: LESS THAN 1 CFM /SQ. FT. EXISTING DE I IN ! CONT. 2 "X2" 20 GA. M S G I , I EXISTS. PATCH AND METAL ANGLE SCREW. REFER TO RCP WALL TOP TRACK BY I r CONT. TOP - ATTACH TO EACH ILLUMINATED -- -' LANDLORD (V.I. REPAIR AS REQUIRED TO F.). I I ' I o Z I TRACK (18 GA. DEMISING WALL STUD EXIT SIGN - MAINTAIN RATING. , � MIN.. ( WHEN WALL HAS REFER TO (E) H.R. CEILING, PATCH I i STANDARDS). _ I I • A2 -1 FOR WITH 5/8" TYPE 'X' G.W.B. EXISTING FULL HEIGHT LOCATIONS, SPRINKLER HEAD (PER w I I METAL DEMISING WALL DEMISING SPRINKLER SHOP DWGS.): 2 I I STUD_ VERIFY SPACING. WALL/ ,- DRYWALL. 0 „ w i I ADJ. TENANT SHALL 5/8 FIRE CODE T.O. CORNER GUARD�j O ( V.I.F. ) . Y PROVIDE DRYWALL AND / - G.W.B. o/ 3 5/8 „ x 25 FIRE SAFING N.I,C,). / GA, (MIN.) MTL. O A. „ ,-- - FURRING AT 16” o. c. A -A 6” x 6 x 4'-0” x 16 GA, SHEET ADJACENT G.C. SHALL PATCH &REP _ 4 I AIR 0 1 , FOR STANDARDS 10 4B MTL. CORNER GUARD.. ¢ TENANT / I I I EXISTING DRYWALL WITH 5/8" Op II REFER T ETAIL — CORRIDOR TYPE " " 4 — X G.W.B. TO MAINTAIN - ALL FINISHES TO , N A5 -1 MATCH 4B 5EALEXPUSED � I I" TENANT 0 3 0 w 1 -FIR. RATING, ' CONT. BOTTOM LANDLORD STANDARD_ I I FLOOR. I TRACK (20 GA. MIN.). F co 20 GA. CO ! 1" POWER DRIVEN �—� BASE TO , -- - -- 5/8" PLYWOOD TO 4' -0" A.F.F, w NT. BOTTOM i WALL BASE AND FINISH BY TENANT. w TRACK WITH 'HILTI' DN32 P81 I � I FLOORING PER ROOM. (E) CONC. SLAB. - FASTENERS AT 24" MATCH cn WITH 1 1/4" PENETRATION j , FINISH SCHEDULE. o.c (MAX.). LANDLORD'S FF CORRIDOR. 6 BASE AT 32 o.c. (ER 2269) E CONCRETE I , ( ) I I SEALANT, TYP. �0, 0,,, NOTE: 0' 0" SLAB i REFER TO ROOM FF FINISH SCHEDULE 4 NOTES. NOTE: ALL RECESSED WALL 15 o SURFACES MUST BE 0 UL DESIGN #U465 1 -HR RATED, REFER TO DETAIL- - FOR WALL, BASE, AND PAINTED BY TENANT TO MATCH LANDLORD'S q4_1 1 3 FLOOR MATERIAL. � FINISHES, SEAL ALL PENETRATIONS PER UL REQUIREMENTS, REFER TO DETAIL WALL- TYPICAL WALL FURRING 2O RECESSED EXISTING A4 1 REAR EXIT DOOR DEMISING WALL (1 -HR RATED) 0 112 1 0 1 1/2" = V-0" A -A ©1 � I- LEASE LINE Q (REFER TO FLOOR PLAN) �o- (E) STRUCTURE (V.I.F.) FIRE /SMOKE STOPPING BY TENANT 3/4" T &G FIRE TREATED I i PLYWOOD DECK, SMOOTH i � I DEMISING WALL TOP TRACK SECTION A A SURFACE ESR -1626 I I V.I.F. Z I AT NON - COMBUSTIBLE ADJACENT .. � I FULL HEIGHT METAL STUDS BY U) I CONDITION: F TENANT/ I I I LANDLORD (VERIFY) SIZE AND T ) ADD 5/8" T CORRIDOR I i TENANT „ YPE'X' G,W.B. � SPACING 3 5/8" OR 6 STUDS). ( TU S. C9 I ) I I' - 1- WALL ASSEMBLY: THE 1 OR 2 H FIRE -RATED GYPSUM WALLBOARD /STUD WALL ON -TOP OF PLYWOOD. w z ASSEMBLY SHALL BE N LANDLORD SHALL PROVIDE DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE 3"x3 x18 GA. MTL. ANGLE DRYWALL AND FIRE SAFING UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION EDGE. REMOVE ALL BURRS (N.I.C.) FEATURES: - - - - - - - - - - - - - - - - - - - - AND CLEAR GOAT ANGLE. � Q i l A. STUDS: WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL _ I I ( GC SHALL PROVIDE NEW STUDS, WOOD STUDS TO CONSIST OF COUNTERSINK SCREWS AT w I 5/8" TYPE "X" G.W.B. FOR NOMINAL 2 BY 4 IN. LUMBER SPACED 18 IN. O.C. I WITH NOM. 2 BY 4 IN, LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE 77 P, 24 "o.c ON TOP AND SIDE. I i 1 -HR RATING/ FULL HEIGHT MIN. 3 -5/8 IN..WIDE BY 1 -3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. I B. WALLBOARD, GYPSUM *: NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED , ' W I I � WALL BASE AND FINISH EDGE CON , NECTION EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER I I I " FLOORING, REFER TO FLOOR TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 6" SCREWS @ 5/8" TYPE'X' I I ' FINISH PLAN SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM. OF OPENINGS IS 14 6" o.c., TYPICAL. G.W.B. TYP. (E) I i 1/2 IN FOR WOOD STUD WALLS AND 18 IN. FOR STEEL STUD WALLS. :' CONCRETE S I , 2. THROUGH LAB. R H PENETRANTS:ONE M SEALANT ,TYP, PIPE OR TUBING TO BE CENTERED � � TYP. NTERE WITHIN THE i I i FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING METAL CEILING 20 G . CO :, • A NT. BOTTOM TRACK WITH MAY BE USED: JOISTS:' CEILING (WHERE OCCURS) - 'HILTI' DN32 P8 WITH 1 1/4" REFER TO CEILING PLAN. PENETRATION AT 32" o.c, ER 2269 A. STEEL PIPE: NOM. 12 IN. DIAM. (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. ( ) B. COPPER TUBING: NOM. 6 IN. DIAM. (OR SMALLER) TYPE L (OR HEAVIER) COPPER DRYWALL AT NOTES: 465 REFER TO D 1 -HR RATED WALL UL DESIGN #U 15 TUBING. 1 -HR CEILING DETAIL C. COPPER PIPE: NOM. 6 IN, DIAM (OR SMALLER) REGULAR OR HEAVIER COPPER PIPE. CONDITION, - - - - - - - _- 0 1.g PIPE COVERING *: NOM 1 OR 2 INCH THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN. - _ - SEAL ALL PENETRATIONS PER UL REQUIREMENTS, REFER TO DETAIL 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. A4 -1 LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED CEILING EDGE AT DECK IE SELF- NEW DEMISING WALL (1 -HR RATED) SEALING LAP TAPE. TRANSVERSE JOINTS SEALED WITH METAL FASTENERS OR WITH O 6° -" 1' -O" 1 L ) — BUTT STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN NOM 1 IN. THICK PIPE COVERING #10 SCREWS @EACH JOIST. —FOR METAL STUD TO METAL IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR DECK/SUBSTRUCTURE CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE CEILING (1 -HR): 1 LAYER CONNECTION DETAILS REFER MIN, 1/2 IN. TO MAX. 3/4 IN. 5/8" TYPE X' G.W.B. AT EACH TO 20 SEE PIPE AND EQUIPMENT COVERING MATERIALS (BRGU) CATEGORY IN BUILDING 7 SIDE OF 6 JOISTS MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVER 4 -1 INC 3/4" A4 -1 T &G FIRE - TREATED MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL. CLASSIFICATION PLYWOOD SHEATHING: MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED 6 "x1 3/8 "x16 GA. STEEL to INDEX OF 50 OR LESS MAY BE USED. 3. THE HOURLY 7 RATING OF THE FIRESTOP SYSTEM IS A 3/4 HOUR WHEN NOM, 1 IN, _ _ JOISTS AT 16" o.c 3 5/8" x 25 GA METAL M TA THICK PIPE COVERING IS USED. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 1 O Q _ -EDGE CONNECTION, #8 BRACING AT 48" o.c. FIR. AND 1 -1/2 HR. WHEN NOM. 2 IN, THICK PIPE COVERING IS USED WITH 1 HR. AND 2 HR. y - - - - - _ _ SCREWS @ 6" o,c CONT. DEEP LEG SLIP FIRE RATED WALLS, RESPECTIVELY. - 4. FIRESTOP SYSTEM: INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. 0 i TRACK OR OPTIONAL FLEX. THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: i #10 SCREWS @ 8" o.c DEFLECTION CHANNEL A. FILL, VOID, OR CAVITY MATERIALS * - -WRAP STRIP - -NOM Y4 IN. THICK INTUMESCENT ❑ ATTACHED W! (2) #6X1 1/8" ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN, — FOR HEADER CONDITION SCREWS AT 8' -0" o.c. MAX. WIDE STRIPS. NOM 2 IN. WIDE STRIP TIGHTLY WRAPPED AROUND PIPE COVERING FOIL REFER TO DETAIL w ( I i I OI 9 z FULL HEIGHT __7 SIDE OUT) WITH SEAM BUTTED, WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE I A4 -1 G.W.B. OR ALUMINUM FOIL TAPE AND SLIDE INTO ANNULAR SPACE APPROX. 1 -1/4 IN. SUCH T 0 FOR CEILING, REFER TO THAT BEARING WALL [CONDITION T SIDE WALL WALLS (1- HOUR). CEILING PLAN AND ROOM APPROX. 3/4 IN. OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALL SURFACE. ONE CONDITION I C3 5/8 "x20 GA. METAL (1 LAYER OF WRAP -STRIP IS REQUIRED WHEN NOM. 1 IN. THICK PIPE COVERING IS USED, STUDS 16" o.c. WITH 5/8" FINISH SCHEDULE, @ STOCKROOM/ TWO LAYERS OF WRAP STRIP ARE REQUIRED WHEN NOM. 2 IN. THICK PIPE COVERING IS i O i TYPE W G.W.B. AT EACH BACK AREA USED. SIDE (GREENBOARD AT WALL PER FLOOR PLAN MINNESOTA MINING & MFG. CO,-- FS- 195+ RESTROOM SIDE) 20 GA. 5/8" FIRE CODE G.W.B., B. FILL, VOID, OR CAVITY MATE RIALS * -- CAULK- -MIN Y4 IN. DIAM, CONTINUOUS BEAD I CONT. STEEL BOTTOM REFER TO FLOOR PLAN. APPLIED TO THE WRAP STRIP /WALL INTERFACE AND TO THE EXPOSED EDGES OF THE 1 -HOUR CORRIDOR TRACK WITH HILTI DN32 PS — WRAP STRIP LAYER APPROX. 3/4 IN. FROM THE WALL SURFACE. (RESTROOM /STORAGE WITH 1 1/4" PENETRATION 20 GA. CONT. BOTTOM TRACK MINNESOTA MINING & MFG. CO. - -CP 25WB+ ROOM CONDITION SIM. AT 32" o. c. ESR 1338. WITH 'HILTI' DN32 P8 WITH 1 1/4 ( ) 4 SALES * BEARING THE UL CLASSIFICATION MARKING, I ATTACFI DRYWALL W / #6 4-1 0 PENETRATION AT 32" o.c, (ER 2269 RACKERIZED SCREWS AT WALL BASE AND FINISH 7" O.C. TOP, BOTTOM, AND - FLOORING PER ROOM STUDS. GA FILE #WP -1070 FF I UL DESIGN #U465. FINISH SCHEDULE. 4 (E) CONCRETE SLAB. SECTION NOTE: CENTER WALL STUD UNDER EACH JOIST ABOVE. 20 NOTE: 15 FOR TYPICAL FRAMING CONNECTIONS, REFER TO UL DESIGN #U465 REFER TO DETAIL A4 -1 A4-1 PIPE /CONDUIT PENETRATION RATED TUNNEL CONS 13 1 1/2" = 1' -0" (�) 3/4" = 1' -0" TRUCTION {SIM. AT RESTROOM) 03 WALL-SALES TO STOCK ('I -HR RATED) / FOR BRACING TO (E) METAL DECKING UNISTRUT P1723 STRUCTURE REFER 1" WASHER � STUD FRMG. PER WALL TYPES TO DETAIL 20 3/8" THRU BOLT A4 -1 LINTEL AS SCHEDULED EXTEND lJ VERT. TRACK FLANGES OVER JAMB EXTEND STUDS FULL HT. STUDS & FASTEN W /MIN 3 SCREWS TO STRUCT. OR OPTIONAL; EA. STUD @ 3 -5 /8" LINTEL/ SILL T x PROVIDE 25 GA. MTL. STUD �° CONTINUOUS 2 q 4 5 3 2 & MIN. 5 SCREWS EA. STUD @ 6" x DIAG. BRACING AT 48" o.c. 0 3 18 GA. DEEP 0 0 LINTEL _ x ALT. SIDES. LEG TRACK Fire Resistance Ratings - ANSI /UL 263 SOLID BLOCKING. Design No. U465 O 20 GA. SILL TRACK TYPICAL z December 20, 2000 O Nonbearing Wall Rating -- 1 HR. a rl 2 VERT. TRACK SCREWED TO 2 1. Floor and Ceiling Runners(not shown) -- Channel shaped runners, 3 -5/8 in. wide HORIZONTAL STUDS @ MAX. 6" (min), 1 -1/4 In. legs, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is z c� used) gaiv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max: o.c. BOTH STUDS BOTH SIDES rM I (20 GA. TYP.) PROVIDE CONT, a FOR CEILING, REFER TO ELEVATION SHEET A2-11. 2. Steel StudsChannel shaped, 3 -5/8 in. wide (min), 1 -1/4 in: legs, 318 in. folded back 20 GA. TRACK AT TOP OF ALL returns, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) galv steel 1 LAYER 5/8" FIRE -CODE .spaced 24 In. OC max. LINTELS U G W B EA SIDE OF 3 518" 2 3. Batts and Blankets* (Optional) -- Mineral wool or glass fiber batts partially or completely filling stud cavity. OPTION: (4) 6/32 See Batts and Blankets (BZJZ) category for names of Classified companies. P.A. F, (2 EA. SIDE) UNISTRUT AT 4 u 4. Gypsum Board*5 18 in. thick, 4 ft wide, attached to steel studs and floor 3 "o c rand ceiling 6 . track with 1 In o MT . long, Type L. SOFFIT O W S steel screws s R ALL aced 8 in, OC. along edges o 0 9. Y f board and P 12 P in. OC in 9 9 the field of the ar _ e a d. Joints oriented vertically and sta e e Y gg r dono opposite sides NOTE: of the assembly. When attached to item 6 (furring channels), wallboard is screw attached to a zb DO NOT ATTACH TO furring channels with 1 in, long, Type S steel screws spaced 12 In. OC. n MALL /ROOF DECK U 0 AMERICAN GYPSUM CO -- Type AG -C. PERPENDICULAR TO STRUCTURE BEIJING NEW BUILDING MATERIALS CO LTD -- Type DBX -1. „ ' 8PB AMERICA INC DETAIL A DETAIL B LINTEL SCHEDULE MARK WIDTH LINTEL JAMB (EA. SIDE) FIRE 20 GA. TYP, 20 GA. TYP, UP TO 4' -0" DETAIL "N' OR R MFR.REGOMM. 2 FULL HEIGHT STUDS OVER 4' -0" CONSTRUCTION 2 FULL HEIGHT TO 9' -0" DETAIL "A„ STUDS OVER 9' -0" 4 3 FULL HEIGHT TO 13' -0" DETAIL "B" STUDS OVER 13' -0" FRAME PER INDIVIDUAL DETAIL ON STRUCT, AND /OR ARCH DWGS. O x 5 GA. MTL, STUDS AT 16" o,c. w (NFR 458 OR EQUAL) LL w ATTACH U WALL TYPES NOTE: THE FOLLOWING WALL TYPES ARE NOT USED MARK FIRE DESCRIPTION DETAILS (REFER TO FLOOR RATING SOLID BLOCKING CONSTRUCTION CANADIAN GYPSUM COMPANY -- Type FRX. PLANS) 4 a (2) #10 x 3/4" LONG SHEET TENANT SPAC] EXISTING METAL STUD DEMISING WALL 1 ENDS OF WALLS, TYP. 3 (E) METAL STUDS, TYP. A4 -1 Z (E) 5/8" LAYER TYPE'X' GWB' - o MTL. SCREWS. O 10 2 "x2 "x18 GA. ANGLE 4 ROWS 6" METAL STRAPPING PER DETAIL 0 5. Joint Tape and CompoundVinyl, dry or premixed joint compound, applied in two coats to Joints heads; tape, O (E) 1-HR 5- WHERE A 1 OCCURS PER PLANS #10 U465 WHERE NO CLG, OCCURS T.O. G.W.B. O 10' -0" (U.O.N.). NOTE: - GC TO PATCH AND REPAIR DEMISING ADJACENT TENANT/ MALL CORRIDOR WALL PROVIDING TYPW'X' G.W.B. WHERE REFER ALSO TO FURNITURE, REQUIRED. - FIXTURES, AND III Joints. As an alternate, nominal 3/32 in, thick g psum veneer plaster may be applied to the Classified EQUIPMENT PLANS o ua TENANT SPACE EXISTING MASONRY DEMISING WALL O(E) CMU NOTE: FOR SIZE AND GAGE O (E) 1 -HR 6. Furring Channel(Optional -Not Shown) -- Resilient 25 MSG galv steel furring channels U465 #10 x 3/4" LONG SHEET MTL. I ¢ I ADJACENT TENANT / MALL CORRIDOR SHEET A2 -1. PARALLEL TO STRUCTURE spaced vertically max 24 in. OC, flange portion attached to each Intersecting stud with 1/2 In. long type S -12 anhead steel screws. Not for use with Type FRX gypsum panels. p ACCESSORIES O ACCESSORIES ACCESS WALL ACCESS ARE 10 A4 -1 0 SCREWS @ 12" o.c. AT DOUBLE STUDS. _ 10 6" x 20 GA. METAL STUDS @ 16" OC O N/A Z LIGHT FIXTURES SECURED TO FRAMING, TYP. 0 ON PLAN AND/ OR DETAILS. - -.--- -..r- ---- -� 20 3O 4 ROWS 6" METAL STRAPPING. VERTICAL LOCATIONS VARY, VERIFY WITH OWNER ® SALES AREA 3 @ACCESSORIES . 2 NEW LL 0 E INTERNAL FIRE RATED WA 6 7 8 RATED WALL,UL STYLE #U465 1 1/ ?" - 1' -0' TYP. STEEL STUD WALL -SCREW CONNECTION (� 1 3 -5/8" x 20 GA, METAL STUDS @ 16" OC A4 -1 A4 -1 A4 -1 0 2 5 /8" LAYER TYPE'X' G.WB. ON EACH SIDE 9 10 13 F O 1 -HR U465 -- 10 1 - - - A41 A41 A41 4 S 6 " METAL STRAPPING ING PER DETAIL 3 O 0 15 20 A5 -1 WHE RE OCCURS PER PLA NS. A4 _ 1 A4 - 1 2 NOTE: 3 -5/8" x 20 GA. JOISTS & 5/8" TYPE 'X' GWB O3 FULL HT. TO UNDERSIDE OF FLOOR / ROOF DECK ABOVE. 2 NEW PARTITION WALL 4 5 A4 -1 A4 -1 1 10 3 -5/8" x 20 GA. METAL STUDS @ 16' OC 9 10 ON/A 5/8 TYPE'X' GWB A4 -1 A4 -1 qp 16 20 3 O 4 ROWS 6" METAL STRAPPING PER DETAIL A5 A4 1 A4 -1 -1 WHERE OCCURS PER PLANS, 0 2 REFER ALSO TO FURNITURE, FIXTURES, AND EQUIPMENT PLANS 4 RESTRM. NEW RESTROOM PARTITION WALL 10 2 O3 -5/8" x 20 GA. METAL STUDS @ 16" OC A3 -3 7 8 O N/A 1 O 5/8" LAYER WATER RESISTANT GWB ON A4 -1 A4 -1 RESTROOM SIDE 10 16 3 5/8" LAYER TYPE'X' GWB AS NECESSARY O A4 -1 A4 -1 5 VARIES Q ® NON PERMEABLE FINISH, REFER TO FINISH PLANS 10 —� O 4 ROWS 6" METAL STRAPPING PER DETAIL WHERE OCCURS PER PLANS. A5 1 NEW PARTITON WALL 4 10 16 —O 1 3 -5/8" x 20 GA. ME 16 "O.C. 0 METAL STUDS @ A4 -1 A4 -1 A4 -1 O N/A 1 2 5/8" TYPE 'X' GWB --0 O 20 A4 -1 O4 ROWS 6" METAL STRAPPING PER DETAIL 10 A5 -1 REFER ALSO TO FURNITURE, WHERE OCCURS PER PLANS. 3 FIXTURES AND NOTE: FOR FURRING WALLS, 7!8" HAT CHANNELS MAY EQUIPMENT PLANS BE USED AS A SUBSTITUTE FOR 3 -5/8" STUDS FITTING RM. 2 NEW PARTITON WALL 9 10 20 A4 -1 A4 -1 A4 -1 O 3 -5/8" x 20 GA. METAL STUDS @ 16" OC, TOP OF WALL 2-0" BELOW ADJACENT CEILING ON/A < O O 5/8" TYPE'X' GWB ON EACH SIDE AND OVER TOP TRACK FITTING RM. 2 7 8 9 PLUMBING WALL WITH PLUMBING LINES ONLY RESTROOM %1 A4 -1 A4-1 A4-1 O6" x 20 GA. METAL STUDS @ 16 "OC 10 16 20 5/8" LAYER WATER RESISTANT GWB ON 6 A4 -1 A4 -1 A4 -1 RESTROOM SIDE 2� O 5/8" LAYER GWB AS NECESSARY, OR 5/8" LAYER O: N/A GREEN BOARD (IF BACK TO BACK RESTROOM) 4 6 „x1 - 4 6 GA. BACKING AS REQUIRED FOR FIXTURES O 3 AND GRAB BARS 1 O PLUMBING, REFER TO PLUMBING PLANS © NON - PERMEABLE FINISH WAINSCOT NOTE: SEMI -GLOSS PAINTED FINISH ON 5/8” G.W.B. (GREEN BOARD), TYP. (PRIMER/ THREE COATS OF PAINT TYP.) uL.Ly.IL ruvHi 155uc I _ E f co RUNNER w/(4) WALL BA SE AND FINSH IF pI U, T rtj# ui #10 TEK SCREWS FLOORING PER ROOM < PER STUD. FINISH SCHEDULE. 'STaU GTU RAL SCTfd� 20 GA. CONT. BOTTOM TRACK WI -I-H 'HILTI' DN32 NOTE: PS WITH 1 1/4„ PENETRATION AT 32" O.C. 15 UL DESIGN #U465 REFER TO DETAIL (ER 22691 BPB CELOTEX -- TYPe O CANADIAN GYPSUM COMPANY -- Types AR, C, IP -AR, IP -X2, [PC-AR, SCX, SHX, WRC or WRX. - CONTINENTAL GYPSUM COMPANY -- Types CG -C, CG5 -5, CG6 -6, CG9 -9, CGTC -C. A WALL TYPICAL PARTITION (E) METAL DECKING G -P GYPSUM � CORP, RP SUB OF 0 1 1/2" = 1' -0" GEORGIA- PACIFIC CORP -- Types 5, 9, C, DGG, DS, GPFS6. OPENINGS IN NON -BRG. PARTITION FOR CONNECTION REFS JAMES HARDIE GYPSUM -' „ 9 „ _ R UNISTRUT P1723 INC type Max "C or Fire X. 0 1 1/2 - V-0" KEYNOTES TO DETAIL 1 2 LAFARGE GYPSUM, DIV OF (OPTION 11): _ LAFARGE CORP -- �' J STEEL STUD. A4 1 A4 -1 Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC -C, LGFC -C /A. DEEP LEG TOP TRACK (18 GA. 00 NATIONAL GYPSUM CO --Types FSK -C, FSK -G, FSW -C, FSW -G, FSW . MIN.) ATTACH T.O. STRUCTURE a TRACK- TT STEEL STUD w/ SCREW AT 24" o.c. TOP OR BOTTOM CHORD 1" WASHER PABCO GYPSUM, DIV OF TRACK- ATTACHMENT REQ'D. PACIFIC COAST BUILDING PRODUCTS INC -Type PG -C• 1/2" DIA. EXPANSION BOLTS @ ABOVE (WHERE OCCURS). _ 3/8" THRU BOLT REPUBLIC GYPSUM CO - -Type RG -C: 48" o.c. (2 MIN.) OR 3/8 "x 248 TEK SIAM GYPSUM INDUSTRY CO LTD -- Type EX -1 3/4" LONG POWDER DRIVEN SCREWS EACH SIDE. — UNISTRUT AT 36" o.c. 1 SINS @ 12' o.o. FASTNER STANDARD GYPSUM L L C -- Type SG -C. HALL HAVE ICBO REPORT TEMPLE- INLAND FOREST PRODUCTS CORP - -Type TG -C, Z�J FOR SAME INSTALLATION. k ` UNITED STATES GYPSUM CO -- Type AR, C, FRX -G, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. x ALL OPTION: (4) 5/32 YESO PANAMERICANO S A DE C V -- Typo AR, C, IP -AR, IP -X2, IPC -AR, SCX, SHX, WRC or WRX.. 5 0 MULTIPLE OR INTERSECTING. 4-#10 TEK. W TYPE WESTROC INC -- Type Westroc Fireboard. STUDS WHERE SHOWN ON � ` , O , P.A.F. (2 EA. SIDE) CONNECTION, T EA. SCHEDULE & WALL 4A, Gypsum Board'(As an alternate to Item 4) -- Nom 3/4 in. thick, 4 ft wide, Installed .� PLAN OR DETAILS. CONNECT ,CONNECTION. � � O � � � as described in Item 4 with screw length increased to 1 -1/4 In. ® WITH #10 x 3/4" LONG SHEET MTL. FASTENING CANADIAN GYPSUM COMPANY -Types AR, IP -AR, MTL. SCREWS @ 24" o.c, ` ' CONNECTION DETAILS AILS o L-- _ O MIN, (AT CONC. � UNITED STATES GYPSUM CO -- Types AR, IP -AR. - STAGGERED SPACING. AT INTERSECTING STUDS (1) HOLD STUD ,' (ESR 2196) , 3/16' YESO PANAMERICANO S A OE C V -Types AR, IP -AR. ROW OF SCREWS. 1/2" BELOW � ` �� DECK ONLY, 2 -24 K TOP OF TRACK ) 4C. Gypsum Board As an alternate to Item 4, 4A and 48 5/8 in. thick sum . X (OPTION 2): YP i ) -- 9YP ® #10 x 3/4" LONG SHEET MTL. . x , panels, installed as described in Item 4 with Type S -12 steel screws. The length and 2 SCREWS EA SIDE EA STUD x BRACES STAGGERED AT 6 (2) 3 5/8 "x 20 GA. CONTINUOUS spacing of the screws as specified under Item 4. SOLID BLOCKING 48' o.c. EACH SIDE AND AT CANADIAN GYPSUM COMPANY -- Type FRX. 4 a (2) #10 x 3/4" LONG SHEET I ENDS OF WALLS, TYP. UNITED STATES GYPSUM CO -- Type FRX, MTL. SCREWS. i 2 "x2 "x18 GA. ANGLE 5. Joint Tape and CompoundVinyl, dry or premixed joint compound, applied in two coats to Joints heads; tape, ©(4) #10 WHERE NO CLG, OCCURS T.O. G.W.B. O 10' -0" (U.O.N.). and screw paper 2 in. wide, embedded in first layer of compound over x 3/4 LONG SHEET r 3 5 /$ "'x 25 GA. DIAGONAL BRACING III Joints. As an alternate, nominal 3/32 in, thick g psum veneer plaster may be applied to the Classified MTL. SCREWS. o ua i entire surface of veneer baseboar.. Joints reinforced. NOTE: FOR SIZE AND GAGE FOR CEILING, REFER TO 6. Furring Channel(Optional -Not Shown) -- Resilient 25 MSG galv steel furring channels OF TYPICAL STEEL STUDS, #10 x 3/4" LONG SHEET MTL. I ¢ I O i SHEET A2 -1. PARALLEL TO STRUCTURE spaced vertically max 24 in. OC, flange portion attached to each Intersecting stud with 1/2 In. long type S -12 anhead steel screws. Not for use with Type FRX gypsum panels. p REFER TO WALL TYPES LEGEND, SPECIAL SIZES ARE CALLED OUT SCREWS @ 12" o.c. AT DOUBLE STUDS. i *Bearing the UL Classification Mark ON PLAN AND/ OR DETAILS. ® STUD BLOCKING/ BRIDGING. WALL OR PARTITION STUD /BRACING CONNECTION AT TOP OF JOIST 3" _ " i RATED WALL,UL STYLE #U465 1 1/ ?" - 1' -0' TYP. STEEL STUD WALL -SCREW CONNECTION (� � PER FLOOR PLAN. WALL- TYPICAL PARTITION TO STRUCTURE 3., 1._0„ = 2„ V-0" AMT^tESEP^ ^'"�[�1 ,,..Ywrz --q .^"\9.1'!'iM;a" ..F^�- ^f'SALVfTfm[[,p'S:.^T.^° 'Y.x,F^".v- •,- �.- rrrir?plyei ,•m. q.tA.e ' yF^ r. Gr".^ A?^... .v: +:.,,o^r+m-^h..m- '_..m.,... ..,nr.