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S1 STUDS AT 16" O.C. ALIGN WITH <br />FLOOR JOIST BEARING. <br />ATTACH CONTINUOUS T1 TO EACH FLOOR <br />JOIST TO WITH TWO F-2 FASTENERS <br />23/32" APA RATED STURDIFLOOR PANELS ATTACHED <br />WITH A FULL BED OF CONSTRUCTION ADHESIVE AND <br />FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND <br />TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. <br />.. --..-_. .. .. — ..—...—. — _._. _ _._ — <br />COLD FORMED STEEL JOIST FLOOR <br />FRAMING. SEE PLAN FOR SIZE AND <br />SPACING. <br />ATTACH EACH FLOOR JOIST TO CONTINUOUS <br />T1 WITH FOUR F4 FASTENERS <br />S1 STUDS AT 16" O.C. ALIGN WITH <br />FLOOR JOIST BEARING. <br />PREMIUM PAINTED FINISH ON 4 x 2 4 x 2 4 5052-H32 <br />ALUMINUM PLATE. PROVIDE CENTERED,16' THROUGH <br />HOLE AND FULLY WELDED ASME B18.2.2, 1/2-13 <br />ALUMINUM NUT ON TOP SIDE. FULLY WELD PLATE, <br />CENTERED, ONTO THE BOTTOM OF THE TUBE POST. <br />GRIND SMOOTH FOR PAINT. <br />0� Z <br />O ZE <br />LL O <br />cl O <br />�LJ J <br />rj LL <br />_j <br />00 <br />J W <br />Q U) <br />il.t Z <br />ATTACH POST THROUGH TO CHANNEL WITH 1/2-13x2 4" <br />8-18 STAINLESS STEEL HEX BOLTS INTO CENTERED, <br />FIN.FL. FULLY WELDED ASME 818.2.2, 1/2-13 ALUMINUM NUT <br />AT THE POST BOTTOM. <br />CAP ENDS OF FLOOR JOISTS WITH <br />CONTINUOUS 10OT200-43 (33). ATTACH COORDINATE WITH THE FLOOR FINISH <br />TO JOIST AT TOP AND BOTTOM FLANGE <br />WITH ONE F-4 FASTENER. <br />11'-0" <br />FIN.FL. <br />COLD FORMED STEEL JOIST FLOOR <br />0 0 FRAMING. SEE PLAN FOR SIZE AND SPACING. <br />1 <br />0 o i <br />0 o i <br />ATTACH EACH JOIST TO STRUCTURAL <br />STEEL CLIP WITH SIX F-3 FASTENERS <br />DETAIL TYPICAL FLOOR TO WALL <br />DETAIL RAIL POST TO CHANNEL <br />5:3.1 <br />SCALE: 1 1/2"=V-0" SCALE: 1 1/2"=V-0" <br />• CLAD WALL WITH 2" SHEATHING - <br />PANELS. SOLID BLOCK ALL JOINTS <br />AND ATTACH WITH FASTENERS F-7 <br />AT 4" O.C. AT ALL ENDS, EDGES, <br />' TRANSITIONS, CUTS AND <br />TERMINATIONS AND AT 8" O.C. ON <br />INTERIOR SUPPORTS. <br />• ATTACH POST THROUGH TO LOWER WALL TOP TRACK <br />WITH 1/2-13x13" 8-18 STAINLESS STEEL HEX BOLTS 23132" APA RATED STURDIFLOOR <br />INTO CENTERED, FULLY WELDED ASME B18.2.2, 112-13 PANELS ATTACHED WITH A FULL <br />ALUMINUM NUT AT THE POST BOTTOM. BED OF CONSTRUCTION ADHESIVE <br />AND FASTENERS F-7 AT 6" O.C. AT <br />PANEL ENDS AND TERMINATIONS <br />• COORDINATE WITH THE FLOOR FINISH AND AT 12" O.C. ON INTERIOR <br />SUPPORTS. <br />TWO 1000S162-68 (50) <br />BACK TO BACK <br />COLD FORMED STEEL JOIST FLOOR <br />FRAMING. SEE PLAN FOR SIZE AND SPACING. <br />-- -�- --- TWO 1000S162-68 (50) - <br />BACK TO BACK <br />--.w._. _ --------------------- <br />ATTACH EACH JOIST TO BACK TO BACK CLAD UNDERSIDE OF FLOOR JOISTS <br />DOUBLE WITH STIFFCLIP LB800 WITH WITH 2" SHEATHING PANELS. SOLID <br />FOUR F-Ts EACH WAY. BLOCK ALL JOINTS AND ATTACH <br />I 3 <br />WITH FASTENERS F-7 AT 4" O.C. AT <br />S1 STUDS AT 16" O.C. ALIGN <br />CLAD WALL WITH 35" SHEATHING ALL ENDS, EDGES, TRANSITIONS, <br />WITH FLOOR JOIST BEARING. <br />I <br />PANELS. SOLID BLOCK ALL JOINTS CUTS AND TERMINATIONS AND AT 8" <br />AND ATTACH WITH FASTENERS F-7 O.C. ON INTERIOR SUPPORTS. <br />AT 4" O.C. AT ALL ENDS, EDGES, <br />TRANSITIONS, CUTS AND <br />TERMINATIONS AND AT 8" O.C. ON <br />I I <br />INTERIOR SUPPORTS. <br />4 DETAIL <br />S3.2 <br />SCALE: 1-1/2"=V-0" <br />COLD FORMED STEEL J IST FLOOR <br />FRAMING. SEE PLAN FOFl SIZE AND SPACING. <br />DETAIL <br />S1 STUDS AT 16" O.C. ALIGN <br />WITH FLOOR JOIST BEARING. <br />• n <br />•[ <br />ATTACH CONTINUOUS T1 TO EACH FLOOR <br />€ JOIST TO WITH TWO F-2 FASTENERS <br />CLAD WALL WITH 32" SHEATHING - <br />PANELS. SOLID BLOCK ALL JOINTS <br />AND ATTACH WITH FASTENERS F-7 <br />AT 4" O.C. AT ALL ENDS, EDGES, <br />TRANSITIONS, CUTS AND <br />TERMINATIONS AND AT 8" O.C. ON <br />INTERIOR SUPPORTS. <br />TWO 1000S162-68 (50) <br />BACK TO BACK <br />23/32" APA RATED STURDIFLOOR <br />PANELS ATTACHED WITH AFULL <br />BED OF CONSTRUCTION ADHESIVE <br />AND FASTENERS F-7 AT 6" O.C. AT <br />PANEL ENDS AND TERMINATIONS <br />AND AT 12" O.C. ON INTERIOR <br />SUPPORTS. <br />COLD FORMED STEEL JOIST FLOOR <br />o o FRAMING. SEE PLAN FOR SIZE AND SPACING. <br />I <br />ATTACH EACH JOIST TO BACK TO BACK CLAD UNDERSIDE OF FLOOR JOISTS <br />DOUBLE WITH STIFFCLIP LB800 WITH WITH B" SHEATHING PANELS. SOLID <br />FOUR F-Ts EACH WAY. BLOCK ALL JOINTS AND ATTACH <br />WITH FASTENERS F-7 AT 4" O.C. AT <br />ALL ENDS, EDGES, TRANSITIONS, <br />CUTS AND TERMINATIONS AND AT 8" <br />O.C. ON INTERIOR SUPPORTS. <br />DETAIL <br />SCALE: 1-1/2"=V-0" <br />DETAIL <br />SCALE: 1 1 /2"=V-0" <br />S1 STUDS AT 16" O.C. <br />ATTACH CONTINUOUS T1 TO EACH FLOOR <br />JOIST TO WITH TWO F-2 FASTENERS <br />23/32" APA RATED STURDIFLOOR <br />PANELS ATTACHED WITH A FULL <br />BED OF CONSTRUCTION ADHESIVE <br />AND FASTENERS F-7 AT 6" O.C. AT <br />PANEL ENDS AND TERMINATIONS <br />AND AT 12" O.C. ON INTERIOR <br />SUPPORTS. <br />CLAD UNDERSIDE OF FLOOR JOISTS <br />WITH 2" SHEATHING PANELS. SOLID <br />BLOCK ALL JOINTS AND ATTACH <br />WITH FASTENERS F-7 AT 4" O.C. AT <br />ALL ENDS, EDGES, TRANSITIONS, <br />CUTS AND TERMINATIONS AND AT 8" <br />O.C. ON INTERIOR SUPPORTS. <br />ATTACH POST THROUGH TO LOWER WALL TOP TRACK <br />WITH 1/2-13x13" 8-18 STAINLESS STEEL HEX BOLTS <br />INTO CENTERED, FULLY WELDED ASME B18.2.2, 1/2-13 <br />ALUMINUM NUT AT THE POST BOTTOM. <br />COORDINATE WITH THE FLOOR FINISH <br />DETAIL <br />SCALE: 1-1/2"=V-0" <br />CLAD WALL WITH 32" SHEATHING <br />PANELS. SOLID BLOCK ALL JOINTS <br />AND ATTACH WITH FASTENERS F-7 <br />AT 4" O.C. AT ALL ENDS, EDGES, <br />TRANSITIONS, CUTS AND <br />TERMINATIONS AND AT 8" O.C. ON <br />INTERIOR SUPPORTS. <br />23/32" APA RATED STURDIFLOOR <br />PANELS ATTACHED WITH A FULL <br />BED OF CONSTRUCTION ADHESIVE <br />AND FASTENERS F-7 AT 6" O.C. AT <br />PANEL ENDS AND TERMINATIONS <br />AND AT 12" O.C. ON INTERIOR <br />SUPPORTS. <br />COLD FORMED STEEI_ JOIST FLOOR <br />FRAMING. SEE PLAN FOR SIZE AND SPACING. <br />CLAD UNDERSIDE OF FLOOR JOISTS <br />WITH2" SHEATHING PANELS. SOLID <br />BLOCK ALL JOINTS AND ATTACH <br />WITH FASTENERS F-7 AT 4" O.C. AT <br />ALL ENDS, EDGES, TRANSITIONS, <br />CUTS AND TERMINATIONS AND AT 8" <br />O.C. ON INTERIOR SUPPORTS. <br />S1 STUDS AT 16" O.C. ALIGN WITH <br />FLOOR JOIST BEARING. <br />23/32" APA RATED STURDIFLOOR 362S162-33 (33) STUD WEB STIFFENER AT EACH CANTILEVERED JOIST BEARING <br />PANELS ATTACHED WITH A FULL AT 16" O.C. ATTACHED TO JOIST WITH ONE TWO F-4's TOP AND BOTTOM. [ <br />BED OF CONSTRUCTION ADHESIVE <br />AND FASTENERS F-7 AT 6" O.C. AT <br />ATTACH EACH JOIST TO BACK TO BACK PANEL ENDS AND TERMINATIONS <br />AND AT 12" O.C. ON INTERIOR <br />DOUBLE WITH STIFFCLIP LB800 WITH <br />SUPPORTS. <br />FOUR F-Ts EACH WAY. I <br />COLD FORMED STEEL JOIST FLOOR - COLD FORMED STEEL JOIST FLOOR <br />FRAMING. 1000S162-68 (50). FRAMING. 1000S162-68 (50). <br />— ___ — _-_. ----- — _. w __ _.. .......— — — — ___ .. _ — ._.__.._ _ _.. ___ .._._......... _._ .___ _ _ ._. ....... — — . ._ . — — ..._....�.. ...... _ � — _ _ _ _.....— — _� . _-._ _ — __._ __ — ---- _._ _ — _.. _ _ — _._ o o _ _ _ _ ____ _._ _.__ � ........... _ . — _ � ...__. — _ _ _.__ <br />TWO 1000S162-68 (50) BACK TO BACK. <br />S3.2 <br />SCALE: 1-1/2"=V-0" <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 />S1 STUDS AT 16" O.C. ALIGN WITH <br />FLOOR JOIST BEARING. <br />CLAD WALL WITH 32' SHEATHING <br />PANELS. SOLID BLOCK ALL JOINTS <br />AND ATTACH WITH FASTENERS F-7 <br />AT 4" O.C. AT ALL ENDS, EDGES, <br />TRANSITIONS, CUTS AND <br />TERMINATIONS AND AT 8" O.C. ON <br />INTERIOR SUPPORTS. <br />CLAD UNDERSIDE OF FLOOR JOISTS <br />WITH 32" SHEATHING PANELS. SOLID <br />BLOCK ALL JOINTS AND ATTACH <br />WITH FASTENERS F-7 AT 4" O.C. AT <br />ALL ENDS, EDGES, TRANSITIONS, <br />CUTS AND TERMINATIONS AND AT 8" <br />O.C. ON INTERIOR SUPPORTS. <br />S1 STUDS AT 16" O.C. <br />CLAD WALL WITH 32" SHEATHING <br />PANELS. SOLID BLOCK ALL JOINTS <br />AND ATTACH WITH FASTENERS F-7 <br />AT 4" O.C. AT ALL ENDS, EDGES, <br />TRANSITIONS, CUTS AND <br />TERMINATIONS AND AT 8" O.C. ON <br />INTERIOR SUPPORTS. <br />CAP ENDS OF CANTILEVERED FLOOR <br />JOISTS WITH CONTINUOUS 10OT200-68 <br />(50). ATTACH TO JOIST AT TOP AND <br />BOTTOM FLANGE WITH ONE F-4 <br />FASTENER. <br />L <br />O <br />M <br />M 0 <br />M M cq <br />.-- N <br />a LL v <br />2 <br />O <br />� O <br />> O <br />J Z <br />m FF <br />= W <br />cn (14 Z <br />Z)rn <br />- <br />C� <br />[M H <br />U- w <br />m <br />co <br />��,®®a9i18I®6ggg® <br />®,� 'v <br />•� E <br />g� fl Q°• U <br />fib- �Qc <br />Z fl.°O <br />peel ""III P �' 0,11 0- M <br />O(l) <br />W p <br />OQZ ZO-�Q 0 <br />LL W (1)Z< Z Q U) J <br />m J W� W m-j o w= m <br />W_j m�poH.l- <br />WmWWWOmN(nWW <br />�p�0>UQz�wp <br />OU lzo0 Qu <br />LLI <br />F_ W�m0pz LLI F- JO <br />�Ww� I-�W=22=� <br />r_jI.- =p=rLULUCO <br />O W Z� Z= W W(,) Z <br />wZm<U)(9 cl W Qa <br />Fn <br />C)} W LLISUH W <br />-z>0 p O w <br />W <br />Q <br />111111111 <br />LL1 <br />C d <br />u) <br />0 <br />n n u <br />W <br />Q <br />LL <br />W <br />F <br />W <br />O <br />m <br />cr-00 <br />CO <br />N <br />JOB NO. <br />E19-751 <br />DATE <br />02/04/2020 <br />DRAWN <br />SLC <br />DESIGN <br />JWB <br />DETAILS <br />S3.2 <br />