10521 19TH AVE SE NEW LEAF PHO 2023-06-23

• r 1 rr (E)ROOF / /--(E)WALL `` s N N I W FINISH FLOOR W Z V / d (El FLOOR TJI JOIST \ ® Z '- W a 5IB'GM CEIUNO 'EN a `J \ N. a NEW WALL PER PLAN \ NEW SUSPENDED Z 'ZCEIL ...;1-. ACOUACOUSTICALL CEILING ...I r 6N Q Z O o FINISH FLOOR U ) \ Fr ® A. - r BUILDING SECTION l0 ` J SCALE:1/4"=1'-0" Tar e 1 X 20 GA MTL STUD ANGLE BRACING Q M.O.C.,EXTEND TO STRUCTURE I-- Zo F0W W cCD.RC C SEE P C 1 OD SDKI S6'GMB WALL NOTES LL O 11.1 NCO KITCHEN 1 I I.ALL STUDW,LLS AND PARIIRONSREOGREGYP.BOARD ONBOTHSIUES FOR THE FULL HBGITOF THE STUDS UNLESS Q Ce=41 SPECIFICALLY DETAILED OTHERWISE. 20 GA 6-METAL STUDS @16'OC. 2,ALL SUSPENDED WALLS SHALL HAVE GYP.BOARD WHICH EXTENDS 4'ABOVE THE SUSPENDED CEILING W� I+I 5/6GMG UNLESS SHOWN AND/OR NOTED OTHERWSE BY THE ARCHITECT. *> FLOOR Ir (-F- 3.FIRE RETARDANT PLYWOOD MAY SUBSTITUTE FOR GYP.BOARD WHERE SO DIRECTED BY THE ARCHITECT. INTERIOR PARTITION ~` W7 4.ALL STUDS SHALL BE'CEP STUDS OATH FLANGE STIFFENERS. (E)ROOF -C LIJ Z O•W 5.THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS.WHERE THE STUD MANUFACTURERS 1 II�IIT1 RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE,THEY SHALL APPLY. _� I I I I I I I I I I� I I I I I J r O II II COryC SLAB 6.TYPICAL EEL STUDS TO(UNLESS STUDS OR TRACKS. / W ylllllll� A STEEL STUDS TO STEEL STUDS OR TRACKS: TO STRUCTURE SLAB • 20 GAUGE Y8-18x12'TEES OATH PHILIPS PAN HEAD MIN.2 PER CONNECTION • 18/16 GAUGE•10-16x3/4'TEKS WITH PHILIPS PAN HEM MIN.3 PER CONNECTION �` is B.STEEL STUDS OR TRACKS TO WOOD PURLINS,GIRDERS AND BEAMS: �i` • 614-10x 1-12'H.WH.TYPE"S'METAL TO WOOD TEKS AT 17 O.C.,2'FROM EACH END / Ir / / 5/RGA}SR'METAL STUDS 16'O.G. FOR ,GV9 C.STEEL STUDS OR TRACKS TO STRUCTURAL STEEL(TUBEAMDE FLANGE COLS,BINS.GIRDER'S.ETC. / (E)WALL I' • R1OWS AT WLTI O.O. I FASTENERS,6/8.MIN.LENGTH MD MIN.OF 2 PER CONTINUOUS APPLICATIONS AS TRACKS,U.O.N.U.O.N.NNECTION,OR2 F^ 20 O.PLYWOOD TO STEEL STUDS: • 810-24x 1-164'TEKSO(PLYMETALTEKS)OATH THIN WAFER HEAD-24"O.C.FIELD,12.O.C.PERIMETER O FLOOR E.GYPSUM BOARD TO STEEL STUDS: Pi • 67x 1-1/4'HI-LOW TYPES'BUGLE HEAD SCREWS FOR 38-TO 5/8'GYPSUM BOARD TO 25 GAUGE OR 20 GAUGE STUDS FINISH FLOOR INTERIOR PARTITION C1-K1/4.TYPE SI2 BUGLE HEM SCREWS FOR IS•TO 5/8'TO 18 GAUGE OR 16 GAUGE STUDS OR TRAS • FIELD-1r 0.C.CEIUNG5,2PO.C.WALLS "1 1 I N I I I I I I I I I I I I I 1 W • BUTT JOINTS I7 O.C. c GONG SLAB F.STEEL STUDS OR TRACKS TO CONCRETE: \� (E)FLOOR TJI JOIST y • 0.145.DIA HILT]X-DNI FASTENER.1"MIN.LENGTH.2 ROWS AT 16'O.C. ' TO STRUCTURE SLAB / (E)WOWS CEILING / 7 E /'// A yll STUD SIZE FOR REFERENCE I` 56-GWB \ NEW SUSPENDED MATERIAL DESIGN MAX.HEIGHT MAX HEIGHT'MAX HEIGHT' ACOUSTICAL CEILING IFF'111 20 G0.35'8-METAL STUD5�16'O.C. SIZE GAUGE THICKNESS(MILS) ICC g17O.C. I@18"O.G. a24"O.C. NEW WALL PER PLAN o II5/8" 20 30 162S18243 9,3' � � 212" 20 30 2505162-33 12'-9• 11'-T' 10'-7 3 SB" 20 33 3625162-33 19'•3' 1 T-6" 15'4' A 4 FLOOR 35/8' 18 43 382816243 21'-0' 18'-I" 1B5' / 7 / `u �— 6" 20 33 6005162-33 28'-T' 26-0" 22-8 / ' )INTERIOR PARTITION 6' to 43 6005162-43 31'-7 - 28'4' 24-Er /� 8" 18 43 6005162-33 39'3" 35'$" 31'-7 I y� FINISH FLOOR 8" 16 54 800016243 42.7 384" 33'6' , REVISIONS: '4 CONCSLAB �♦ TO STRUCTURE SLAB I.ALL HEIGHTS REFER TO UNSUPPORTED HEIGHTS. �Ii THERMAFIBER SAFE I.RUNNER TRACK TO BESMIE GAUGE AS STUD,HEADER TRACK TO BE ONE GAUGE HIGHER. BUILDING SECTION Q ��I JOINTS TAPED M.BASED ON INTERIOR LIMITING WALL HEIGHT TABLES.PARTITIONS W ONE LAYER GYP.BD.EACH SIDE(1/240 SCALE 1/4"=1-0" MP 3 ye•PLYWOOD DEFLECTION-5 WE LOAD)PER 2012 SSMA PRODUCT TECHNICAL INFORMATION BULLETIN(ICC ESR 93064P),REFER TO �� SPECIFICATION SECTION 06260. :II I2'USG DUROCK BOARD IV.WALLS OVER ITV HIGH TO BE LATERALLY BRACED VERTICALLY WITH 1-12'(16 GA)COLO-ROLLED CHANNELS CUP INTEPIJ? EXTERIOR �� 5!6'GW ANCHORED TO METAL STUDS. CARD FILE: i ��I V.METAL STUD NONSTRUCTURAL WALL SYSTEMS TO FOLLOW ASTM C754 6 ASTN 645. ., VAPOR BARRIER AS NEEDED i :�II VI.MATERIAL DESIGN THICKNESS IS THE BASE METAL THICKNESS IN MILS.MINIMUM ALLOWED BASE METAL THICKNESS FLOOR :II 20 GAS METAL STUDS 115'O.C. REPRESENTS95X OF THE DESIGN THICKNESS. DATE: 11-09-2020 /1 O- DRAWN BY: N.T. W4 EXTERIOR PARTITION(1 HOUR RATED) CHECKED BY: 51- UL DES U473 ii TYPICAL WALL DETAIL A-3 3 NTS i Jii