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TYP. STUDS @ 16" O.C. WI (1) <br />FASTENER F-2 EACH SIDE <br />TYP. <br />CONCRETE <br />SLAB CONTINUOUS TYP. BOTTOM TRACK <br />1 '-4" WI FASTENERS F-1 @ 16" O.C. <br />FIN. FL. V <br />/— <br />. <br />d <br />d <br />TYP. STUD BOTTOM ATTACHMENT <br />DETAIL <br />SCALE: N.T.S. <br />EXISTING BAR JOIST <br />D ETA <br />S3.3 <br />(2) FASTENERS P-3 <br />EACH BRACE TO JOIST <br />COPE AND BEND 2" TAB @ <br />EACH END OF EACH BRACE <br />TYP. WALL BRACE @ 5' O.C. <br />IL TYP. WALL BRACE TO BAR JOIST PARALLEL <br />SCALE: N.T.S. <br />F-1 <br />HILTI X-U P-4B 0.157"0 xi" P.A.F. <br />BASIS OF DESIGN HILTI <br />STRUCTURAL FASTENER TO STEEL <br />F-2 <br />#10-16x1 J' T-3 WAFER HEAD <br />BASIS OF DESIGN ITW BUILDER <br />STRUCTURAL LIGHT GAUGE SCREW <br />F-3 <br />HWH #12-14x1" T-3 <br />BASIS OF DESIGN ITW BUILDEX <br />STRUCTURAL LIGHT GAUGE SCREW <br />F-3A <br />HWH #12-24x14" T-5 <br />BASIS OF DESIGN ITW BUILDEX <br />STRUCTURAL LIGHT GAUGE SCREW <br />F-4 <br />HWH 3' x 1 J" TITEN <br />BASIS OF DESIGN SIMPSON TITEN <br />CONCRETE SCREW <br />F-5 t:: —� <br />HILTI X.0 P-8 0.157"0 x 14' P.A.F. <br />BASIS OF DESIGN HILTI <br />STRUCTURAL FASTENER TO STEEL <br />F-6 �3 lW <br />#8-15 X 1f" BUGLE HEAD DRYWALL SCREW <br />STRUCTURAL FASTENER TO LIGHT GAUGE STEEL TO EXTERIOR SHEATHING <br />F-7 >MMMiC---�) <br />#12-24x2?" T-3 PFH T14 <br />BASIS OF DESIGN ITW BUILDEX <br />STRUCTURAL LIGHT GAUGE WOOD TO METAL SCREW <br />F-8 <br />0.22X4 SOWS TIMBER SCREW <br />BASIS OF DESIGN SIMPSON STRONG -TIE <br />STRUCTURAL WOOD TO WOOD SCREW <br />TYP. FASTENERS <br />SCALE: 6" = 1'-0" <br />2 <br />S3.3 <br />CONTINUOUS TYP. TOP TRACK <br />TYP. STUDS @ 16" O.C. WI (1) <br />FASTENER F-2 EACH SIDE <br />TYP. STUD TOP TRACK ATTACHMENT <br />DETAIL <br />SCALE: N.T.S. <br />8 DETAIL <br />S3.3 <br />SCALE: N.T.S. <br />EXISTING BAR JOIST <br />2) FASTENERS F-3 EACH BRACE <br />BEND 2" TAP @ EACH END OF EACH BRACE <br />BRACE @ 5' O.C. <br />TYP. WALL BRACE TO BAR JOIST PERPENDICULAR <br />3 <br />S3.3 <br />9 <br />S3.3 <br />(2) FASTENERS <br />CRC TO ANGLE <br />12'X16ga. CRC <br />(2) FASTENERS f <br />ATTACH ANGLE' <br />DETAIL <br />SCALE: N.T.S. <br />TYP. STUDS @ 16" O.C. WI (1) FASTENER F-2 <br />EACH FLANGE AT TRACK CONNECTION <br />ANGLE 12''X12''X0.054 <br />TYP. STUD BRIDGING @ 60" O.C. <br />L <br />600T,25-33 (33) . <br />TYPICAL BOTTOM TRACK U.O.N. <br />T—F�--�6.033�1 <br />600Tl2 33 (W) <br />TYPICAL TOP TRACKAND WALL BRACES U.O.N. <br />m <br />�I <br />600Si62-33(33) <br />TYPICAL STUD U.O.N. <br />DETAIL TYP. COLD FORM STEEL MEMBERS <br />SCALE: 3" = 1'-0" <br />(2) FASTENERS F-3, EACH <br />BRACE TO WALL TOP <br />TOP <br />PLATE <br /><45' <br />% <br />TYP. WALL BRACE @ 5' O.C. <br />COPE AND BEND 2" TAB @ <br />EACH END OF EACH BRACE <br />CONTINUOUS TYP. TOP TRACK <br />TYP. STUDS @ 16" O.C. WI (1) <br />FASTENER F-2 EACH SIDE <br />4 D ETA I L TYP. WALL BRACE TO WALL TOP <br />S3.3 <br />SCALE: N.T.S. <br />2"4" OR 2"x8" S.Y.P WOOD MEMBERS WI (2) ROWS OF <br />STAGGERED 16d COMMON WIRE NAILS (D = 0162", L = 3 2") <br />NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM <br />OPPOSITE SIDES OF THE COLUMN <br />2) ALL NAILS PENETRATE AT LEAST a OF <br />THE THICKNESS OF THE LAST <br />LAMINATION. <br />3) FOR 3-PLY, COLUMN SHALL BE NAILED <br />AS SHOWN FROM EACH SIDE (ONE INTO <br />EACH OUTSIDE FACE OF B.U.C., SAME <br />NUMBER OF ROWS, SAME SPACING) <br />o D ETA <br />S3.3 <br />4) FOR 4-PLY, PROVIDE d' DIA.x 5 2LAG <br />SCREWS OR EQUAL (SPACE AS SHOWN <br />FOR 3-PLY) <br />5) FOR 5-PLY, PROVIDE T" DIA x 7" LAG <br />SCREWS OR EQUAL (SPACE AS SHOWN <br />FOR 3-PLY) <br />6) REFER TO NDS SECTION 15.3 FOR <br />ADDITIONAL INFORMATION <br />IL TYP. WOOD NAILING ATTACHMENT <br />SCALE: N.T.S. <br />� r <br />M O 0 0) <br />M co Oy) <br />r N <br />Ss* <br />a LL 0 <br />0 <br />0 O <br />> O <br />� z <br />m � <br />2 w <br />0 Ill <br />cIJN Z <br />—co � <br />N <br />2) w <br />u- Lu <br />u- w <br />m <br />M > <br />W J U) w O 0' <br />O`'�Z ZOJQ 0 <br />umWH~l uoW-WHMldZ<�-�<oW <br />Ww=a�W <br />wr-Fm <br />W-j'm <br />mWwOmNmWf-0> O Q Z W <br />QQ =Owwz00<t- <br />~W� <br />wo-1.- <br />=l�Uwm0z <br />F- J I.- (n 0 W W 00 <br />1}y �: U) F(o-i�(n <br />O w z Z= W W Z <br />Z = 0 a 0 <br />W Ye QtnGDF-0 W a <br />W Lu U W <br />V�00 O <br />Lw <br />I— <br />Q <br />z <br />0 <br />w <br />w <br />mo®®m®ll <br />U <br />J <br />LL <br />Q <br />U) <br />J <br />J <br />co <br />Q <br />ry <br />LL� <br />z <br />..L <br />Y <br />< <br />W <br />,t' <br />N <br />JOB NO. <br />E19-208 <br />DATE <br />08/27/2019 <br />DRAWN <br />AG <br />DESIGN <br />AG <br />STRUCTURAL <br />DETAILS <br />FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. <br />S3.3 <br />