Laserfiche WebLink
4" CONCRETE SLAB ON 6 MIL <br />POLY VAPOR RETARDER FILM <br />WITH 6x6 W1.4NV1.4 W.W.F.; <br />TYPICAL GARAGE FLOOR. <br />L TERMITE TREATED EARTH <br />COMPACTED TO 98% MODIFIED <br />PROCTOR DENSITY. <br />TYPICAL INDOOR FLOOR <br />SLAB <br />1 DETAIL <br />S3.1 <br />SCALE: 3/4"=T-0" <br />TYPICAL OUTDOOR <br />CONCRETE SLAB. Tiv <br />3"=1'-0" <br />SAW -CUT SLAB 1" DEEP AND FILL <br />WITH POLYUREA JOINT SEALANT. <br />L TERMITE TREATED EARTH <br />COMPACTED TO 98% MODIFIED <br />PROCTOR DENSITY. <br />TYPICAL INDOOR FLOOR SLAB <br />AT CONTROL JOINTS <br />2 DETAIL <br />S3.1 <br />SCALE: 3/4"=T-0" <br />TYPICAL INDOOR CONCRETE <br />SLAB. <br />ONE #5 CONTINUOUS --' 1---- 8 <br />TWO #5's CONTINUOUS <br />BOTTOM II TOP AND BOTTOM <br />TIE-IN OF SIDE PORCH SLAB TO MAIN BUILDING THROUGH DOORWAY <br />DETAIL <br />SCALE: 3/4"=V-0" <br />CFS STUDS "S1" @ 16" O.C. PROVIDE <br />CRC BRIDGING @ NOT MORE THAN 48" <br />O.C. ATTACH EACH FLANGE OF ALL <br />STUDS TO TRACK AT TOP AND BOTTOM <br />WITH TWO FASTENERS F-2 <br />CONTINUOUS. BOTTOM TRACK 71" <br />WITH F-1 TO CONCRETE @ 12" O.C. <br />7 EXISTING FOUNDATION AND SLAB <br />TYPICAL 15'-2" CFS WALL <br />13 DETAIL <br />53.1 <br />SCALE: 3/4"=1'-0" <br />CFS STUDS PER NOTES @ 12" O.C. <br />PROVIDE CRC BRIDGING @ NOT MORE <br />THAN 48" O.C. ATTACH EACH FLANGE OF <br />ALL STUDS TO TRACK AT TOP AND <br />BOTTOM WITH TWO FASTENERS F-2 <br />NOTE: <br />SLOPE TYPICAL "EXPOSED TO <br />WEATHER" FLOORS TO DRAIN <br />PER ARCHITECTURAL PLAN. <br />L TERMITE TREATED EARTH <br />COMPACTED TO 98% MODIFIED <br />PROCTOR DENSITY. <br />SIDE PORCH FLOOR SLAB <br />3 DETAIL <br />S3.1 <br />SCALE: 3/4"=V-0" <br />VS STUDS "S1" @ 16" O.C. PROVIDE <br />CRC BRIDGING @ NOT MORE THAN 48" <br />O.C. ATTACH EACH FLANGE OF ALL <br />STUDS TO TRACK AT TOP AND BOTTOM <br />WITH TWO FASTENERS F-2 <br />NTINUOUS BOTTOM TRACK'71" <br />VITH F-1 TO CONCRETE @ 12" O.C. <br />TYPICAL 13'-5" CFS WALL <br />9 DETAIL <br />S3.1 <br />SCALE: 3/4"=V-0" <br />CONTINUOUS BOTTOM TRACK'71" € € <br />WITH F-1 TO CONCRETE @ 12" O.C. <br />EX/ISTING FO DATION ASLAB <br />TYPICAL CFS GABLE WALL ON <br />EXISTING FOOTING <br />14 DETAIL <br />S3.1 <br />SCALE: 3/4"=V-0" <br />FIN. <br />z w <br />ow <br />LL 0 <br />❑ O <br />J <br />LL. <br />O w <br />Q U) <br />city 2 <br />LL <br />SAW -CUT SLAB 1" DEEP AND FILL <br />WITH POLYUREA JOINT SEALANT.—, <br />L TERMITE TREATED EARTH <br />COMPACTED TO 98% MODIFIED <br />PROCTOR DENSITY. <br />SIDE PORCH FLOOR SLAB AT <br />CONTROL JOINTS <br />4 DETAIL <br />S3.1 <br />SCALE: 3/4"=V-0" <br />3 <br />PSTUDS PER NOTES @ 12" O.C. <br />VEDE.I CRC BRIDGING @ NOT MORE <br />THAN 48" O.C. ATTACH EACH FLANGE OF <br />ALL STUDS TO TRACK AT TOP AND <br />BOTTOM WITH TWO FASTENERS F-2 <br />NTINUOUS BOTTOM TRACK 71" <br />VITH F-1 TO CONCRETE @ 12" O.C. <br />TYPICAL CFS GABLE WALL ON NEW FOOTING <br />10 DETAIL <br />S3.1 <br />SCALE: 3/4"=V-0" <br />23132" 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 <br />SUPPORTS. <br />COLD FORMED STEEL FLOOR 1 <br />JOISTS @ 16" O.C. SEE PLAN FOR <br />SIZE. COORDINATE SPACING WITH <br />STRUCTURAL STEEL CLIPS <br />TYPICAL FLOOR SYSTEM <br />DETAIL <br />SCALE: 1 1/2"=V-0" <br />WELDED STAIR TREAD <br />CLIPS. SEE DETAIL <br />PRE -DRILL HOLE IN <br />FLOOR AND INSTALI <br />BASE STUD INTO SII <br />22 EPDXY. <br />— , , rwn� nvvvvn a..vlvvr�l- 1 a_ <br />SLAB. <br />FLOOR SLAB AT STAIR FOOT <br />5 DETAIL <br />S3.1 <br />SCALE: 3/4"=V-0" <br />S-8" <br />I IIII <br />6„ SIDE PORCH OVERHANG FRAME COLUMN <br />SET BASE PLATE STUDS IN SIMPSON SET <br />22 EPDXY. PROVIDE TEMPORARY BRACE. <br />ONE #3 "J" BAR AT 16" O.C. <br />ONE #3 "J" BAR AT 16" O.C. <br />TYPICAL OUTDOOR TYPICAL OUTDOOR <br />CONCRETE SLAB. �� CONCRETE SLAB. <br />_ — — — — — <br />Z Z (� u _. <br />z II III <br />IIII <br />TWO #5's CONTINUOUS TWO #5's CONTINUOUS <br />�L TOP AND BOTTOM TOP AND BOTTOM <br />SIDE PORCH SLAB EDGE FOOTING <br />6 DETAIL <br />S3.1 <br />SCALE: 3/4"= V-0" <br />STEEL COLUMN; SEE PLAN <br />AND SCHEDULE. <br />FOUR AB-2's PROVIDE LEVELING NUTS, !€ II SET COLUMN IN 16" SQUARE x6" DEEP POCKET <br />FLAT WASHERS AND ATTACHMENT I 1 AND FILL UNDER WITH NON -SHRINK GROUT. <br />NUTS. i <br />F] <br />CONCRETE FOOTING; <br />SEE PLAN AND <br />SCHEDULE. <br />TYPICAL INDOOR CONCRETE <br />SLAB. <br />ONE #5 CONTINUOUS <br />BOTTOM <br />TYPICAL STEEL COLUMN FOOTING <br />DETAIL 12 DETAIL <br />8" --� <br />SIDE PORCH SLAB EDGE FOOTING <br />7 DETAIL <br />S3.1 <br />SCALE: 3/4"=V-0" <br />VS STUDS "S1" @ 16" O.C. PROVIDE <br />CRC BRIDGING @ NOT MORE THAN 48" <br />O.C. ATTACH EACH FLANGE OF ALL <br />STUDS TO TRACK AT TOP AND BOTTOM <br />WITH TWO FASTENERS F-2 <br />NTINUOUS BOTTOM TRACK 71" <br />)NITH TWO F-1 TO CONCRETE @ 12" <br />O.C. <br />TYPICAL "CENTER" CFS WALL <br />FOUNDATION AND <br />Lo <br />0 0 <br />C T <br />1 , <br />m <br />co <br /><") CM 0) <br />T T N <br />a UU- U <br />m <br />O <br />6 U <br />mm ZR <br />fA N Z <br />Co <br />T - <br />C� <br />M W <br />U- J <br />W <br />m <br />Md <br />Ln Q <br />0 <br />r s�l� , . • • o°z a) <br />°°°°Js;rao ae� PO4b®® w <br />O75 <br />LL J U) W ❑ <br />OIn LLwcAZUJ <br />QZQcc <br />m�wrwJa-Iowuj <br />=m <br />W -i mm5oPF- <br />W m W m W O m N U) W W <br />p J O> V Q Z 0 <br />F-WD2W-0 oF— <br />QCOUHwmL—LJ w <br />�❑W a'}~0 W =��J <br />w JU)Fn <br />m <br />F- Zsz 2 Z F- Z= 0 w Q O <br />� Ye Q_ 0 ~ O W LL <br />U} LL W `� U co <br />—2O ❑ O w <br />TF <br />OR <br />S3.1 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" U)Z <br />O <br />C7 <br />W <br />11'-0" <br />STEEL CHANNEL LOFT EDGE — <br />FRAMING, SEE PLANS AND DETAILS <br />FOR SIZE <br />DETAIL <br />SCALE: 1 1/2"=V-0" <br />NON-STRUCTURAL CFS LOFT SEPARATION WALL. 362S162-33 (33) STUDS AT 16" <br />O.C. ATTACHED TO TRACK WITH ONE F-4 EACH FLANGE. TYPICAL TRACK FOR <br />NON-STRUCTURAL WALL IS 362T125-33 (33) ATTACHED THROUGH TO STEEL WITH <br />0.145 DOME HEADED PINS AT 16" O.C. <br />O <br />w z <br />OO� <br />LL 0 <br />❑ o <br />L <br />23/32" APA RATED STURDIFLOOR PANELS ATTACHED WITH A FULL BED OF O ❑ <br />CONSTRUCTION ADHESIVE AND FASTENERS F-7 AT 6" O.C. AT PANEL ENDS AND Q <br />TERMINATIONS AND AT 12" O.C. ON INTERIOR SUPPORTS. - <br />chiv 2 <br />FL <br />.,_..__.___-.._.._ _ . __..______ — _---- W _--..___._..._._ v.__--- _ — _ . Y _ _ .. - _ --- I__ <br />, <br />0 0 <br />t <br />0 o I COLD FORMED STEEL JOIST FLOOR <br />FRAMING. SEE PLAN FOR SIZE. <br />0___ <br />ATTACH EACH JOIST TO STRUCTURAL <br />STEEL CLIP WITH SIX F-3 FASTENERS <br />TYPICAL FLOOR EDGE AT CHANNEL SUPPORT <br />O <br />Z <br />�J <br />V <br />LL�J <br />0 <br />ry <br />L.Li <br />0i <br />0 <br />�O <br />IL <br />Q <br />C <br />�- <br />W <br />--� <br />®CE <br />~_N <br />LL <br />a- <br />W <br />= <br />o <br />IL <br />L <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 />' 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 />S3.1 <br />