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Home My WebLink AboutS102.0C CONT. RIM TRACK, 80OT125-43 JOIST MAX.) CONT. BOOT150-43 TOP TRACK FIDE x 16 GA STRAP BRACING C CONT. BOOT200-43 FLOOR TRACK. SCREW STUD TO — TRACK W/ (1) #10-16 SCREW AT EACH FLANGE 1 GENERAL PLAN LAYOUT rZ SCALE: N.T.S. PLAN — IS TO SHOW PORTAL ENTRY FRAMING ONLY. SEVERAL ITEMS FROM ORIGINAL STRUCTURAL PLAN HAVE BEEN OMMITTED FOR CLARITY — ALL METAL STUDS FRAMING PORTAL ENTRY SHALL BE 50 K.S.I. STUDS — ALL METAL STUD TRACK TO BE 43 MILS (18 GA.) U.N.O. — ALL BOX BEAM MEMBERS MUST SPAN ENTIRE LENGTH OF OPENING WITHOUT SPLICES 80OT125-43 CONT. STUD TRACK PROVIDE (2) #10-16 SCREW AT EACH EXISTING METAL STUD FLANGE. FIELD VERIFY SPACING OF EXISTING — METAL STUDS. SHOOT TOP OF TRACK TO EXTG. STEEL TUBE W/ (1)-0.1570 HILT] X—U FASTENERS (OR EQUIVALENT) AT 12" O.C. EXTG. STEEL TUBE EXTG. METAL SR VERIFY SPACING 1 }" x 1 }', 16 GA. CLIP ANGLE FASTENED W/ (4) #10-16 SCREW: SHOWN. ANGLE LENGTH SHALL NOT LESS THAN STUD DEPTH, MINUS BOOS162-54 JOIST AT 16" O.C. (MAX.) BOX BEAM (2) 80OS200-54 VERTICAL MEMBERS AND (2) 362T150-43 HORIZONTAL MEMBERS. SCREW TOP AND BOTTOM TRACKS TO HEADERS W/ #10-16 SCREWS AT 12" O.C. PROVIDE (1) SCREW EACH FLANGE AND (2) SCREWS TOP AND BOTTOM FACE OF HEADER EVERY 12" O.C. SEE 7/S2.0 FOR SCREW CONFIGURATION 20 GA. TRACK RUNNER. ATTACH TO STUD JOIST W/ (2) #10-16 SCREWS AT 12" O.C. 80OS162-33 METAL STUD INFILL 16" O.C. 3B SECTION THROUGH ENTRY 2 SCALE: N.T.S. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel �VTI�\Dw�1DAAL DATE: 10/14/19 80OS162-54 JOIST AT 16" O.C. (MAX.) C 2" WIDE x 16 CA 2" WIDE x 16 GA FLAT STRAP X—BRACING FLAT STRAP X—BRACING 11", 16 GA. U—CHANNEL BRIDGING SPACED AT 48" O.C. SEE 4/S2.0 FOR SIMILAR —1+i", 16 GA. U—CHANNEL BRIDGING SPACED AT 48" O.C. SEE 4/S2.0 FOR DETAILS WOOD PANEL OVER PLYWOOD (BY ARCH.) 80OS162-54 WALL STUDS AT 16" O.C. (ALIGN WITH JOISTS ABOVE) SHOOT RUNNER TO SLAB W/ (2)-0.1570 HILTI X—U FASTENERS (OR EQUIVALENT) AT EACH STUD (EMBED. = lip). EMBEDMENT DEPTH SHALL NOT EXCEED 1/3 OF SLAB THICKNESS EXTG. CONCRETE SLAB 2 ELEVATION THROUGH ENTRY rz SCALE: N.T.S. 11", 16 GA. U—CHANNEL BRIDGING SPACED AT 48" O.C. ATYPICAL STUD, SIZE AND GAGE AS REQUIRED 4 BRIDGING DETAIL 'z SCALE: N.T.S. CONT. RIM TRACK, SCOT125-43 (1) #10-16 AT 8" O.C. 2"x2"xl4 GA. BY 4J" LONG CLIP ANGLE W/ (4) #10-16 SCREWS AT EACH LEG C CONT. 80OT150-43 TOP TRACK 11", 16 GA. U—CHANNEL BRIDGING SPACED AT 48" O.C. SEE 4/S2.0 FOR DETAILS WOOD PANEL OVER — PLYWOOD (BY ARCH.) 80OS162-54 WALL STUDS AT 16" O.C. (ALIGN WITH JOISTS ABOVE) CONT. 80OT200-43 FLOOR TRACK. SCREW STUD TO — TRACK W/ (1) #10-16 SCREW AT EACH FLANGE SHOOT RUNNER TO SLAB W/ (2)-0.1570 HILTI X—U FASTENERS AT EACH STUD (OR EQUIVALENT) 2" WIDE x 16 GA FLAT STRAP) BRACING. IN ADDITION TO CONNECTION AT ENDS, PROVIDE (2) #10-16 SCREWS AT EACH JOIST/STRAP INTERSECTION BOX BEAM OR JOIST SEE SECTIONS/DETAILS PLAN VIEW #10-16 SCREWS EACH STRAP END CONT. RIM TRACK, 800T125-43 5 X-BRACE END CONNECTION 'z SCALE: N.T.S. BOOS162-43 WEB STIFFENER AT EACH JOIST END W/ (6) #10-16 SCREWS AT JOIST END AND (3) #10-16 SCREWS AT STIFFENER FLANGE TO CONT. RIM TRACK CONT. SOOT150-43 TOP TRACK 80OS162-54 JOIST AT 16" O.C. (MAX.) (1) #10-16 SCREW AT EACH FLANGE 80OS162-54 WALL STUDS AT 16" O.C. (ALIGN WITH JOISTS ABOVE) CONT. RIM TRACK, 80OT125-43 EXISTING WALL, FIELD / VERIFY WALL TYPE FIELD VERIFY EXISTING WALL TYP_E� AND ATTACH VERTICAL STUD TO EXISTING WALL WITH APPROPRIATE FASTENERS. SPACE AT 12" O.C. VERTICALLY F.F.E. _ PROVIDE (2) #10-16 SCREWS — TOP AND BOTTOM FACE OF BOX EVERY 12" O.C. BOX BEAM: (2) 80OS200-54 VERTICAL MEMBERS AND (2) 362T150-43 HORIZONTAL — MEMBERS. PROVIDE (1) #10-16 SCREW EACH FLANGE (BOTH SIDES) EVERY 12" O.C. (2) #10-16 SCREWS EACH SIDE OF POST 1-12 JO SIMPSON STRONG —TIE TITEN HD ANCHOR (OR EQUIVALENT) (EMBED BE 21") 80OS162-54 JOIST /\ AT 16' O.C. (MAX.) BOX BEAM: CONT. FLOOR IS (2) BOOS200-54 VERTICAL MEMBERS AND (2) 362T150-43 HORIZONTAL MEMBERS. SCREW TOP AND BOTTOM TRACKS TO HEADERS W/ #10-16 SCREWS AT 12" O.C. PROVIDE (1) SCREW EACH FLANGE AND (2) SCREWS TOP AND BOTTOM FACE OF HEADER EVERY 12" O.C. SEE 7/S2.0 FOR SCREW CONFIGURATION SUPPORT POST (COLUMNSS PPORT1I — (2) 80OS200-54 METAL STUDS WELDED TOGETHER iOOS162-54 WALL STUDS AT I6" O.C. (ALIGN WITH JOISTS ABOVE) 80OT200-43 TRACK EXTG. CONCRETE SLAB 3A SECTION THROUGH ENTRY rZ SCALE: N.T.S. 2"x4"xl4 GA. BY 712" LONG CLIP ANGLE W/ (6) #10-16 SCREWS AT EACH LEG CONT. BOOT150-43 TOP TRACK SUPPORT POST (COLUMN) (2) 80OS200-54 METAL STUDS. 80OS162-54 WALL STUDS AT 16" O.C. (ALIGN WITH JOISTS ABOVE) (2)-0.1570 HILTI X—U FASTENERS (OR EQUIVALENT) VERTICAL STUD (EMBED = 1i") SPACE FASTENERS 3" APART. EMBED. DEPTH SHALL NOT EXCEED 1/3 OF SLAB THICKNESS. (4) #10-16 SCREWS AT EACH SIDE OF POST CONT. 80OT200-43 (2 EACH FLANGE) FLOOR TRACK (1) #10-16 SCREW AT EACH FLANGE IF 7 BOX BEAM - POST DETAIL IFX9rz SCALE: N.T.S. HANES GIPSON & AssocLATEs CIVIL " STRUCTURAL CONSULTING ENGINEERS 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 PHONE: (770) 491-7550 FAX (770) 491-7750 NOTE, These drawings are NOT TO BE REPRODUCED for the purpose of generating shop drowinge without the WRITTEN APPROVAL of the STRUCTURAL ENGINEER. THIS FRAMING 12 THE f ROT ERTY OF IIINES GIPSON ASSOCIATES AND IS NOT TO BE REPRODUCED IN WHOLE OF I" PART IT IS NOT TU BE USED ON Ary OTHER PHOTO 7 AND SHALL BE RETURNED UPON REQUEST ( OPC RIGHT AS DATED HANDS. GIPSON I ASSOCIATED NOT VALID OILESS EFFERED ARE SEALED. RELEASED FOR CONSTRUCTION W Z a CYJ LL 0 0 CV MEN wo CL! O O Z q OIn CL ZTlrlw 3; W Ih MEN DE H f1 h w Lr Z LL f1 0 0 ou a' w°D e Z a W OSEE EE _ 4H FE Z H SEE Z W a) smis 20-19033 wa 12 JULY 2019 PORTAL ENTRY AND DETAILS 6 JOIST BEARING DETAIL 'z SCALE: N.T.S. SM