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T 70.0 <br /> (E)3x6 PLATE U o <br /> (E)6 3/427 GLB <br /> (E)6 3/4x27 GLB Z <br /> (E)SHEATHING (E)2x4 Q 24"OC k <br /> my <br /> ASSUMED 600512543 Q 24"OC MAX. <br /> 23'-8"n., INFILL STUD N <br /> 23'-31/8" W/(2)#10 TEK SCREWS <br /> B.O.PLY (E)6 3/4x27 GLB 63/4"ASSUMED <br /> 400T150-43 STUD TO TRACK TYP. { my$e <br /> BA.PLY VERIFY FIELD DIM. <br /> VERIFY W/(2)#8 TEK SCREW �� CRIPPLE <br /> S <br /> (E)4x16 2 8'-0"OC W d <br /> BEYOND GAP AS NEEDE AP AS NEEDED TRACK TO STUD TYP. CRIPPLE STUD U c <br /> W/(2)#10 TEK SCREWS <br /> qq k STUD TO TRACK TYP.zL 7 o, <br /> 60OT150-43 { z ry <br /> HEADER TRACK <br /> (E)#4 Q 13"OC HORIZ. <br /> f Vim$ <br /> b <br /> (E)15"DIA.CLOSURE TRACK PIECE <br /> (E)5"DIA.STANDARD + f W/#10 TEK SCREW <br /> PIPE COL. (2)800S162-43 Q 12"OCHEA <br /> V <br /> o W/#10 TEK SCREWS DER MEMBERS FLANGE TO FLANGE <br /> Q 4"OC <br /> 12 TRACK TO STUD TYP. <br /> 77 m z <br /> (2)600512543 <br /> —- L 4x4xl/4 x 0'4" / // JAMB <br /> W/(2)#10 TEK SCREWS o <br /> W/(2)#10 TEK SCREWS AT 400S Q <br /> 6 W/(2)SDS25212 AT GLB // ¢ WEB TO WEB s z <br /> + � c�a <br /> 714 GAUGE BENT PLATE k mbJ,�y.LS <br /> W/(3)#10 TEK SCREWS F <br /> I AT EACH LEG <br /> b y6x4xll4 <br /> 3 AIR I I <br /> U V I 40OS16243 Q 24"OC <br /> OPBEAM AS NEEDED) <br /> TION STUDS PROUD G w <br /> h 11r <br /> S3.0j 18 GA.BENT PLLATE o <br /> p 6" W/#8 AT EACH STUD <br /> p 400T150-43 SHEATHING NOT SHOWN FOR CLARITY. <br /> a iv &#B Q 12"OC TRACK W/(2)#8 TEK SCREW PROVIDE 5/8"GYPSUM WALL BOARD <br /> TRACK TO STUD TYP. EACH SIDE MIN.W/#6 SCREWS Q 12"OC <br /> $ SNUG TIGHT FIT <br /> w w NO POSITIVE CONNECTION <br /> 600T15043 <br /> v <br /> BETWEEN NON-BEARING E <br /> W/(2)#8 TEK SCREW = E <br /> PARTITION AND 400S WALLS TRACK TO STUD TYP. { S u <br /> AT BEAM SIDES. <br /> (4)0.145"x 3!4"SHOT PIN kEOOT150-43 Sy <br /> Q TRACK END BASE TRACK fu <br /> 13a <br /> I � <br /> - SCALE:11n"=1'-0" U <br /> -- 16 (E)6"SLAB g❑ TYPICAL LIGHT GAUGE OPENING JAMB AND HEADER <br /> 5 -- <br /> 53.0 \10 600S12543 Q 24"OC <br /> _ :.; NO BRIDGING REQUIRED <br /> WHERE SHEATHING ON <br /> .:n. BOTH SIDE OF WALL AS o <br /> <�' CL PANEL B(N)OPENINGI'` SHOWN g o <br /> I w c000w <br /> f 51n" <br /> M J a p doom,- <br /> ASSUMEDYWu°-7 <br /> �W U N Y OUuO <br /> SCALE:3/8"=1'-0' EAARCHITECT RE: THING <br /> 600T150-43 <br /> © ELEVATION-NEW GRID H OPENING 5/8"GYPSUM WALL BOARD MIN. W!(2)#B TEK SCREW <br /> W/#6 SCREWS Q 12"OC MAX. TRACK TO STUD TYP.Wl0.145"x3/4"SHOT PIN (E)SITE CAST PANEL 60OT15043 <br /> W/(2)#10 TEK SCREWS <br /> Q 12"OC TYP. STUD TO TRACK BOTTOM TYP. <br /> WlTHDB25234H Q 24"OC <br /> ( T.O.(E)S.O.G. (6E)CONCRETE GL(N)COL. MAX.FROM 600T ENDS TYP.) <br /> SIMPSON STRONG-TIE TITEN HD <br /> NOTE: HEAVY DUTY SCREW ANCHOR <br /> TILT PANEL (N)SAW CUT PROVIDE 600T150-43 (PROVIDE STANDARD WASHERS) <br /> -------- " (E)CONCRETE 51/2" <br /> - AT JAMB WITH SIM. _ <br /> THICK TILT PANEL CONNECTION TYP. I I <br /> I I I <br /> 11 <br /> .•.. a :• - 0 <br /> I I <br /> 13b Ilm�i l hI If jJ STUD 2 43 Q 16'OC <br /> s wi- )T- )�� I���� ��L�I W!(2)#10 TEK SCREW <br /> -III f ILi TAT IT T� <br /> STUD TO TRACK TOP TYP. <br /> Ill11 T (MAXIMUM STUD HEIGHT=14'-0") <br /> PL 3/8x4 x 0'-10" <br /> W/(2)5/8"DIAMETER (N)L 7x4x3/8 LLV <br /> EPDXYANCHORS <br /> W/4"EMBEDMENT ANCHOR ATIE2'OCTER EPDXY <br /> 1/4' 2" 4"MIN.EMBEDMENT SCALE:1 i/2'=1'-0 <br /> RE:NOTES 8100 SHEATHING <br /> (N)HSS STRONG-BACK INTERIOR NON-BEARING WALL RE:ARCHITECT <br /> RE:ELEVATION <br /> W/#6 TYPE S-12 SELF DRILLING <br /> SCALE:11n°=1'-0' SCALE:11n'=1'-0" HEADDRYWALLSCREW HEAD FASTENED BUGLE 600T15043 0 <br /> 11 NEW STRONG-BACK AT(E)TILT PANEL 12 NEW OPENING AT HEAD HEAD O EACH TUDFLNNE STUD 10TEK KBOTT +, <br /> 6"OC TO EACH STUD FLANGES. I STUD TO TRACK BOTTOM TYP. <br /> W/THDB25234H Q 24"OC <br /> (6"MAX.FROM 600T ENDS TYP.) (� <br /> (N)HSS STRONG-BACK 60OS162-43 Q 161 SIMPSON STRONG-TIE TITEN HD <br /> RE:ELEVATION W/(2)#10 TEK SCREW HEAVY DUTY SCREW ANCHOR <br /> 1' 0" STUD TO TRACK BOTTOM TYP. "1- (PROVIDE STANDARD WASHERS) +� <br /> 12 (MAXIMUM STUD HEIGHT=14'-0") ;f <br /> qL(N)COL. S3.0 (E)SLAB <br /> I T T.O.(E)S.O.G. a <br /> r3I CONCRETE (N)DOOR OPENING LTOHSS 1/ 4' - <br /> TILT PANEL � .b <br /> (E)L6x4x5/8 / H--+ <br /> •I - - ASSUMED�- 'C C11 �0. <br /> • I I •salt" � �° c <br /> (E)SITE CAST PANEL -�- -�- i--� <br /> W -- - .� <br /> o o <br /> w PL 3/8.61/2 x V-10" 512" O�'dX <br /> W/(2)5/8"DIAMETER (N)L _ N ? <br /> EPDXY ANCHOR RE:7/S3.0 ASSUMEDLp <br /> W/4"EMBEDMENT L`W <br /> 1 in" r 11P1" (N)HSS STRONG-BACK COPE HORIZ.LEG 1 <br /> RE:ELEVATION AT OPENING <br /> 3x S3. <br /> /� <br /> SCALE:1 in'=1'-0" SCALE:11n"=1'-0' SCALE:1 1n"=1'-0' <br /> jg V <br /> ` {,O <br /> o jg NEW STRONG-BACK AT(E) S.O.G. 17 NEW STRONG-BACK AT L7 HEAD TYPICAL INFILL <br />