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STEEL STUD LIMITING HGT SCHEDULE SIZE GAUGE TYPE MAX UNSUPPORTED HEIGHT 16"O.C. 24"O.C. 1-5/8" 25 ST 9'-6" 8'-3" BOTTOM CONTINUOUS 3-5/8" BUILDING i 3 METAL STUD TRACK STRUCTURE z r_z EXISTING EXTERIOR A8.0 2-1/2" 25 ST 12'-6" 10'-9" TOP&BOTTOM(TYP.) (RE: PLAN) ACOUSTIC BATT � BOTTOM OF BUILDING WALL CONSTRUCTION - 22 ST 13'-0" 11'-6" IF INSULATION DIAGONAL STUD BRACING 20 ST 13'-10" 12'-0" SECURED TO BUILDING 1/2"GYP. BOARD;TO STRUCT.ABOVE @ 48" MATCH ADJACENT 1/2"GYP.BD. BOTH O.C.ALTERNATING LINE OF NEW CEILING AS WALL(VERIFY) 3-5/8" 25 ST 16'-0" 13'-6" a SIDES.(PAINT) (TYP.) SCHEDULED (RE: RCP) (TYP.) - a 5/8"GYP.BOARD OVER 6"METAL STUDS @ 16" 22 ST 17'-3" 15'-0" 1/2"GYP. BOARD FINISH AS - O.C.,TO UNDERSIDE CEILING HEIGHT 20 ST 17'-11" 15'-7" SCHEDULED (TYPICAL) CEILING HEIGHT OF STRUCTURE (RE:RCP FOR HEIGHT) (RE:RCP FOR HEIGHT) 20 sJ 18'-6" 16'-9" 3 5/8" METAL STUDS @ 16"O.C. 3-5/8"METAL 4"METAL STUD @ 16"O.C. (TYPICAL) U.N.O. STUDS @ 16"O.C. 2 1/2"SOUND ATTENUATION 1/2"GYP.BD.OVER 6"METAL TO MATCH ADJACENT WALL G.C.TO PROVIDE WATER 18 Si 19'-3" BLANKET AT RESTROOM STUDS @ 16"O.C.(EXTEND (VERIFY) (TYP.) RESISTANT GYP. BOARD AT 16 Si 20'-0" (RE: STUD SCHEDULE) AREA EXTEND ABOVE LINE GYP.BD.6"ABOVE CEILING ALL WET WALLS(TYP.) 14 SJ 22'-0" HORIZONTAL CHANNEL (TYP.) 16 GAUGE CONT. U-CHANNEL OF CEILING(TYP.) CONTINUOUS METAL STUD BRIDGING @ 48"O.C. HORIZONTAL CHANNEL CONTINUOUS 6"METAL VERTICAL TRACK AT TOP&BOTTOM OF CONTINUOUS 6"METAL BRIDGING @ 48"O.C. STUD TRACK AT TOP& BRIDGING FLOOR AND - _ BUILDINWALLS G ST RUCTURE)SECURE TO 4" 25 ST 17'-3" 14'-3" ELEV-+48"O.C. (TYPICAL) STUD TRACK TOP& VERTICAL BOTTOM OF WALLS(TYP.) 0 WALL BASE A o S S _ _ E9 3/4"PLYWOOD BOTTOM(TYP.) � � SECURE TO BUILDING 22 ST 18' 6" 16' 3" SCHEDULED FRP WAINSCOT PANEL ON STRUCTURE. WAINSCOT ON SALES WET WALLS RE:6/A-13 20 ST 19'-2" 16'-10" SCHEDULED BASE TYP. ( ) SCHEDULED BASE(TYP.) 1 1/2"x 1 1/2"x 16 GAUGE CLIP ANGLE 4 SUPPORT WALL. (TYP.) SCHEDULED BASE(TYP.) 20 sJ 19'-10" 18'-10" A8.0 - @ 48"O.C. VERT. & HORIZ. ATTACHED FINISHED FLOOR I - I H FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR 18 Si 20'-7" TO STUD AND U-CHANNEL W/(2)#10 TEK _ SCREWS PER CONNECTION +0'-0" A.F.F. +0'-0" A.F.F. +0'-0" A.F.F. +0'-0" A.F.F. 16 Si 22'-0" G.C.TO PROVIDE WATER PLUMBING CHASE TO BE FURRED OUT WITH 1/2"W.R.GYP.BD. 14 Si 24'-0" NOTE: AS SHOWN RESISTANT GYP. BOARD � METAL STUDS EPROVIDE FRP © FURR-OUT AREA WITH METAL STUDS AND GYP. TDONEW 1 TDEMISING WALL: CLIP ANGLE LENGTH SHALL 0AT ALL WET WALLS(TYP.) PANELS TO 48'AFFAT ALLITR OR ESROOM W TO MATTCH ADJACENT WALL. ROVDE MIN. R-19 BATCONSTRUCTION TO ACHIEVE UL DESIGN U419 NOT BE LESS THAN 1/2"OF SURFACES. INSULATION IN CAVITY,PAINT AND BASE PER FINISH (FINISH AS SCHEDULED) 6" 25 ST 20'-0" 15'-0" STUD DEPTH (TYPICAL) C5. SCHEDULE.(FINISH AS SCHEDULED) 22 ST 25'-3" 22'-0" SAME AS"B",WITH 3-5/8"METAL STUD FURRING @ 16"O.C. (EXTEND 1/2"GYP. BD.6"ABOVE CEILING(TYP.) 20 ST 26'-1" 22'-10" TYPICAL TYPICAL 20 sJ 26'-8" 23'-8" METAL STUD BRIDGING DETAIL 1 PARTITION TYPES 18 sJ 28'-0" A8.0 SCALE: 1 1/2"=l'-O" SCALE: 1/4"=1'-0" 16 Si 30'-0" 14 Si 32'-0" 0 7-1/4" 18 Si 32'-0" En 16 Si 34'-0" _0 EXISTING ROOF SYSTEM 14 SJ 37'-0" 8" 18 SJ 34'-6" 16 Si 37'-4" DEEP LEG TRACK CEILING RUNNER 14 SJ 39'-6" _U NOTES: o 1. BASED ON INTERIOR NONBEARING PARTITIONS WITH 5 cu 22 E a a a a a ONE LAYER OF GYPSUM BOARD EACH SIDE. USE SLIP JOINT(TYP.) GAUGE/TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON DRAWINGS - RUNNER TRACK GAUGE DO NOT ATTACH VERTICAL METAL "I 8 " TO MATCH STUD GAUGE o N m STUDS TO CEILING RUNNER 0 J 2. WALLS OVER 12'-0" HIGH TO BE LATERALLY BRACED AT Q¢ m SCHEDULED 5/8 TYPE X I I `I I` AT HALLWAY LOCATION 4'-0" O.C. VERTICAL WITH 1-1/2" (16 GAUGE) o GYP. BOARD W/SCHEDULED COLD-ROLLED CHANNEL CLIPS ANCHORED TO THE METAL STUDS. FINISH (AS REQUIRED) I I PROVIDE (2) #12 x 3/4" METAL STUDS @ 16" O.C. I SMS @ EA DOWN FLUTE (TYPICAL) U.N.O. a) a z� CORRUGATED STEEL ROOF 1 1/2"x 1 1/2"x 16 GAUGE CLIP ANGLE -- DECK CONSTRUCTION U @ 48"O.C. VERT. & HORIZ. ATTACHED TO STUD AND U-CHANNEL W/(2)#10 PROVIDE #8 WAFERHEAD TEK SCREWS PER CONNECTION FRAMING SCREWS EA SIDE NOTE: REFER TO STRUCTURAL PROVIDE (20 GAGE) 2 1/2" LEG II ��II STANDARD "SLP-TRK" SLOTTED II Jill,,ANCHORING. ( ) IlII DRAWINGS FOR ANY SEISMIC TYPICALTOP TRACK FOR 1 DEFLECTION. ,SII _..gill III► I I 3 RATED METAL STUD HEAD DETAIL CONTRACTOR SHALL PROVIDE - 3 5/8" (20 GAGE) CONT BRACING STUD ARCHITECTS, INC. PLAN VIEW AND INSTALL 1X4 WD TRIM AT W/ (2) #8 SMS @ EACH STUD (SEE A8.0 SCALE: 1 1/2"=1'-0" EXPOSED SIDES OF GONDOLA. TABLE FOR REQUIRED LOCATIONS) 17710 Detroit Avenue ATTACHED TO 2X4 STUDS. PAINT Lakewood, Ohio 44107 (2) 20 GA METAL STUD BLOCKS PER Phone (216) 521-5134 WHITE. INDIVIDUAL BRACING STUD (ONE @ EA Fax (216) 521-4824 CONTRACTOR SHALL PROVIDE END) W/ (3) #8 SMS FROM STUD & (3) #8 www.adaarchitects.cc AND INSTALL 2X4 WD STUDS AS SMS FROM GYPBOARD (6 TOTAL PER SHOWN AND ATTACH TO FACE OF BLOCK) - LOCATE BLOCKS AT EACH SIDE /4WALL AS REQUIRED. OF SPLICE. OAR �T METAL OR WOOD STUDS - USE 12'-0" v F ROB J. 1/4„X 4 ZINC COATED TEK SELF Ac (RE: PLAN) DRILLING SCREWS AT EACH ATTACHED WITH (2)-#12 N -32106 I STUD. TEK SCREW AT EACH STUD. MASONRY- USE HILTI 1/4” X 4" KWIK-CON II FASTENERS AT 24 O.C. August 31, 2021 3 5/8" (20 GAGE ) METAL STUD JOIST cJ'J, RENEWAL DATE q T WITH ONE LAYER 5/8 GWB WITH AND O F F _ I 0 F A 1/2 GYP. BOARD FINISH AS I A DEFLECTION OF L/360 AND A MAX. C 01/15/20 SCHEDULEDTYPICAL I ( ) I I TOP OF JOIST BEYOND LOAD OF 5 PSF. I I WHERE FACE OF WALL - SEE WALL I ( I � ICONSTRUCTION TYPES FOR OCCURS) 3-5/8" METAL STUDS @ 16"O.C. ADDITIONAL INFO. I � 81-011 C-0(TYPICAL) U.N.O. c LO RE: STUD SCHEDULE co SALES AREA O ( ) AT STOCKROOM AT OFFICE LOCATION O I rn FLOORING AND BASE I ti AS SCHEDULED I GONDOLA FIXTURE SUPPLIED p I I^ U_ BY TENANT AND INSTALLED BY EXISTING CONCRETE SLAB O CONTRACTOR PER MANUF rn PUBLISHED STANDARDS (TYP). `I °O PROVIDE BOLTS IN UPRIGHTS FINISHED FLOOR AT 4th HOLE FROM BOTTOM AND METAL STUD AND GWB PARTITION ~ +0'-0" A.F.F. a a ° ° ° ° ° a \ p 6th HOLE FROM THE TOP. ° o HILTI X-U (.157" 0) SHOT PINS W/ 1 J 1/4" EMBED INTO THE SLAB @ 4' OC &4" Q OFF EACH END OF THE INDIVIDUAL PIECE Ln W 0 CONT. GALV. STUD TRACK _ Q p CV C:) OF TRACK TYP. rn STUD TRACK ANCHORED TO I' LIJ \ U (DTENANTS FLOOR FINISH _ EXISTING CONRETE LAB z0 pJ WITH 0.145 DIA. POWDER SLAB AND TENANT FLOOR FINISH EXISTING SLAB U) Y ACTUATED FASTENERS @ 12" J o O.C. STAGGERED (TYPICAL) L t 1 ;"O� Q N N ww J Z p Q TYPICAL TYPICAL WALL SECTION J o METAL STUD BASE DETAIL FIXTURE ATTACHMENT DETAIL CONSTRUCTION TYPE: 10 J w ca A8.0 A8.07 w A8.0 Q � 0- SCALE: 1 1/2 =1 -0 SCALE: 1 -1 0 �� SCALE: 1"=1'-0" z Q 0 O U C) Q Q U � 0 C6 L L sheet A8