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BOTTOM OF ACT 3 5/8" METAL STUDS AT 161, O.C. TYP. TO 6" ABOVE CEILING BRACE TO RE ABOVE I LAYER OF 5/8" GYP. BOARD ON EACH SIDE OF METAL STUD R-13 SOUND ATTENUATION BLANKET CONTINUOUS 20 GAUGE METAL STUD TRACK ANCHORED WITH 1/8" DIA. POWDER ACTUATED TYPE FASTENERS AT 2'-0" O.G. MAX TRACK TO BE SAME GAUGE AS STUDS BASE PARTITION SPECIFICATIONS / FASTENING 5CHEDULE I. ALL PARTITIONS ARE DESIGNED TO RESIST MIN. 5 P.SF. LATERAL LIVE LOAD. REFER TO LIMITING HEIGHT TABLE FOR METAL GA 4 SPACING OF STUDS FOR PARTITIONS TALLER THAN 2. FASTEN BOTTOM TRACK TO CONCRETE SLAB W/ RAMSET TRAKFAST 1FPP034B PINS (.IMND X 3/4" L) 0 12N OZ. STAGGERED. 3. FASTEN WALL STUDS 4 DIAGONAL BRACING TO TOP OR BOTTOM TRACKS W/ (2) % SCREWS AT EACH END OF STUD, ONE PER FLANGE. 4. FOR FULL HEIGHT PARTITIONS, PROVIDE FLAT METAL BACKING TO BRIDGE THE GAP BETWEEN THE DECKING RIBS. ATTACHED THE BACKING TO THE ROOF DECK W/ RAMSET TRAKFAST 'FPP0126 PINS (115"D X Vl" L). HOLD THE TOP TRACK TO THE BACKING AND ATTACH IT TO THE ROOF DECKING W/ RAMSET TRAKFAST TF012S (.125"D X 1/2" L) 0 24" OZ. 5. FOR PARTIAL HEIGHT PARTITIONS DIRECTLY ATTACHED TO STRUCTURE, FASTEN TOP TRACK TO STEEL JOIST W/ RAMSET TRAKFAST #F000125 PINS (.125"D X 1/2' L). SPACE PINS 24" O.C. WHERE TRACK RUNS PARALLEL TO STEEL JOISTS. PROVIDE TWO PINS S EA. INTERSECTION WHERE TRACK RUNS PERPENDICULAR OR DIAGONAL TO STEEL JOISTS. 6. FOR PARTIAL HEIGHT PARTITIONS NOT DIRECTLY ATTACHED TO STRUCTURE, BRACE TOPS TO STRUCTURE ABOVE W/ DIAGONAL 2 1/2" METAL STUDS • 48" O.C. MAXIMUM. TRAKFAST IFFF0126 PINS 025"D X I/2" L) SPACED 24" O.C. 1. DEFLECTION SHALL BE LIMITED TO //240 IN DRYWALL ASSEMBLIES AND L/360 IN VENEER ASSEMBLIES 8. ALL PARTITIONS THAT DO NOT HAVE DRYWALL EXTENDING TO THE UNDERSIDE OF THE STRUCTURE ABOVE SHALL HAVE SMOKE STOPS VERTICALLY AT THE CEILING LEVEL 4 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. NOT RATED, INSULATED, 4" MAXIMUM I ALLOWABLE HEIGHT OF INTERIOR NON -BEARING METAL STUD PARTITIONS BASED ON CLARIKDIETRICH PROSTUD DRYWALL FRAMING SYSTEM NOTES: I. MINIMUM 5 PSF LATERAL LIVE LOAD PER FBC 1618.8 2. LIMITING HEIGHT DATA IS FOR COMPOSITE ASSEMBLIES WITH GYPSUM BOARD FULL HEIGHT ON BOTH SIDES 3. FOR NON -COMPOSITE CONDITIONS REFER TO LIMITING HEIGHT DATA AT WWW.CLARDIETRICH.COM STUD SIZE 4 MEMBER L/240 1_/360 MAXIMUM HEIGHT PER STUD SPACING O.G. MAXIMUM HEIGHT PER STUD SPACING O.G. SIZE (in.) MEMBER 1211 1611 2411 1211 1611 24" 1 5/8 PROSTUD 25 III --ill 10'-6" 9'-1" 10'-11, 9'-011 - 1 5/8 PROSTUD 20 12'-11" II'-8" 10'-3" 11'-2" 10'-1" 8'-8" 1 5/8 PROSTUD 20X0 IV-9" II' -Ill 10'-1" 11'-2" 10'-1" 8'-511 1 5/8 PROSTUD 30MIL 12'-11" 11'-9" 10'-31, ll'-3" 10'-3" 8'-8" 2 1/2 PROSTUD 25 14'-8" 13'-411 Il'-8" 13'-0" 11'-g" 10'-411 2 1/2 PROSTUD 20 15'-9" 14'-411 12'-6" 14'-0" 12'-0" 2 1/2 PROSTUD 20X0 15'-9" 14'-411 12'-6" 2 1/2 PROSTUD 30MIL 16'-311 14'-.9" 12'-11" 14'-4" 13'-0" 11'-411 3 5/8 PROSTUD 25 11'-11, 15'-6" 13'-1" 14'-11" 13'-1ll III -loll 3 5/8 PROSTUD 20 18'-5" 16'-9" 14'-6" 16'-1" 14'-8" 12'-10" 3 5/0 PROSTUD 20X0 18'-4" lro'-all 14'-111 ib'-1" 14'-l" 12'-S" 3 5/8 PROSTUD 30MIL 20'-5" 18'-6" 16'-2" Ill -loll 16'-2" 14'-2" fo PROSTUD 25 24'-2" 21'-11" 19'-2" 21'-511 19'-5" 11'-101, 6 PROSTUD 20 26'-5" 24'-0" 21'-011 23'-2" 21'-111 18'-511 6 PROSTUD 20X0 26'-&" 24'-V 21'-1" 23'-2" 21'-1" 18'-5 6 PROSTUD 30MIL 29'-1" 26'-5" 23'-111 25'-5" 23'-I" 20'-2" BRACE TO STRUCTURE 30TTOM OF R-13 SOUND ATTENUATION BLANKET CONTINUOUS 20 GAUGE METAL. STUD TRACK ANCHORED WITH 1/8" DIA. POWDER ACTUATED TYPE FASTENERS AT 2'-0" O.C. MAX TRACK TO BE SAME GAUGE AS STUDS BRACE TO STRUCTURE 3-5/8" METAL STUDS AT 16" O.C. TYP. TO � . DECK TTOM OF ACT I LAYER OF 5/8" GYP. BOARD ON EACH SIDE >� OF 3-5/8' METAL STUDS NOT RATED, INSULATED, 4" R-13 SOUND ATTENUATION BLANKET CONTINUOUS 20 GAUGE METAL STUD TRACK ANCHORED WITH 1/8" DIA. ALL INTERIOR OF POWDER ACTUATED TYPE — BATHROOM WALLS WILL FASTENERS AT 2'-0" O.C. HAVE (1) LAYER OF FRP MAX TRACK TO BE SAME GAUGE AS STUDS BASE BASE (� I" 5T0000 FIN1514 6" x 8" x 16' CONCRETE BLACK EXTERIOR WALL DETAIL PAINTED GMU BLOCK I" STUGGO FIN15H 8' x 8" x 16' CONCRETE BLOCK EXTERIOR FURRING HAT CHANNEL 0 lb- O.G. WALL DETAIL I/ N /1pHv1 A 1 1 4' RAISED FOAM BANDING EXTERIOR WALL DETAIL 8" x 6' x 16" CONCRETE BLOCK PAINTED GMU BLOCK 6" METAL STUDS AT 16" OZ. TYP. TO DECK I LAYER OF 5/8" GYP. BOARD ON EACH SIDE OF 6" METAL STUDS BRACE TO STRUCTURE ABOVE 30TTOM OF ACT R-13 SOUND ATTENUATION 3-5/8' METAL STUDS - AT 16N OZ. TYP. TO DECK 1 LAYER OF 5/8M GYP. BOARD ON EACH SIDE OF 3-5/8" METAL STUDS BRACE TO STRUCTURE ABOVE R-13 SOUND ATTENUATION 7 BOTTOM OF AC 3-5/8" METAL STUDS AT 16" O.C. TYR TO = DECK I LAYER OF 5/8" GYP. BOARD ON EACH SIDE OF 3-5/8" METAL STUDS CONTINUOUS 20 GAUGE CONTINUOUS 20 GAUGE " METAL STUD TRACK METAL STUD TRACK ANCHORED WITH 1/8" ANCHORED WITH 1/8" DIA. POWDER ACTUATED DIA POWDER ACTUATED ALL INTERIOR OF TYPE FASTENERS AT TYPE FASTENERS AT BATHROOM WALLS WILL 2'-0" O.C. MAX TRACK - 2'-0" O.C. MAX TRACK HAVE (U LAYER OF FRP TO BE SAME GAUGE AS TO BE SAME GAUGE AS - STUDS STUDS BASE BASE BASE BASE I III BASE NOT RATED, INSULATED, 6" 1 ScaleAPRTITION WALL TYPES -0" 0 EXTERIOR WALL. DETAIL INTERIOR WALL DETAIL WALL DETAILS Scale: 1/2" - 1'-0" NOT RATED, INSULATED, 4" �— 4' RA15ED FOAM BANDING ill FURRING HAT C.1fANNEL 0 16" O.G. )[ N DRYWALL 3 %' 'TAU e_r rti s-r ILN .,. Lr' 1 LIB .qV V 1 1 wnlvi EACH SIDE OF METAL STUDS. I LAYER OF CEMENT BOARD IN ALL WET AREAS. ALSO TO BE USED BELOW BFE IF REQUIRED. METAL STUDS AT 16" O.G. — I LAYER OF CEMENT BOARD IN INTERIOR ALL WET AREAS. ALSO TO BE PLUMBIN6 USED BELON BFE IF REQUIRED. WALL DETAIL NOT RATED, INSULATED, 4" (2) LAYERs % TYPE NX" GYPSUM WALL BOARD EACH SIDE OF STEEL STUDS TO UNDMIDE OF ROOF DECK 2-HR RAT® FIRE WALL. 5 16 STEEL STUDS AT 24" U.L. DETAIL U41q O.C.IMAX. 3 2-HR RATED WALL DETAIL THESE DOCUMENTS, DESIGNS, NOTES, DETAILS AND SPECIFICATIONS AND CONCEPTS ARE THE SOLE PROPERTY OF FRAZE DESIGN, ING, AND SHALL NOT BE REPRODUCED, RE -USED OR COPIED FOR OTHER PROJECTS, IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF FRANK FRAZE, ARCHITECT, AIA. ALL RIGHTS ARE RESERVED BY THE ARCHITECT IN ACCORDANCE WITH U.S. COPYRIGHT AND PATENT LAWS. UNAUTHORIZED REPRODUCTION WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. * THE DRAWINGS 4 DESIGN ARE VALID FOR 12 MONTHS FROM DATE OF BEING SEALED. TO THE BEST OF THE ARCHITECT OR ENGINEER'S KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE iTH EDITION 2020 FLORIDA BUILDING CODE. IN ADDITION TO ANY OTHER APPLICABLE BUILDING CODES AND MINIMUM FIRE SAFETY STANDARDS ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR, ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISSUE DATE BY: REVIEW 09/20/22 MK PERMIT OS/20/22 MK REV. REV. REV. REV. REV. REV. REV. SHEET TITLE WALL t PARTITION DETAILS SHEEt NUMBER A 121