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r <br />4 <br />PROVIDE NUT, <br />WASHER LEVELING <br />NUT (TYP.) <br />(2) #4 X V-4" LONG WITH 4" <br />EMBEDMENT INTO EXISTING <br />WITH HILTI RE500 EPDXY <br />T <br />et - <br />STL COL. (SEE PLAN) <br />COL. BOX -JUT <br />(24"X24" MIN) EXISTING SLAB <br />TOP/SLAB <br />+01_O,a <br />TOP/FTG <br />+01-81, <br />i <br />3" CLR <br />(TYP.) = <br />FOR FOOTING SIZE AND REINFORCING <br />100 SEE PLAN <br />SECTION FOUNDATION AT STEEL COLUMN <br />_._-- --_--_ SCALE. 3/4_` 1'_0n, L <br />. 1) <br />PROVIDE 15/32" APA RATED EXPOSURE 1 <br />SHEATINC. ATTACH TO FRAMING w/ S-8 SCREWS <br />tti 3" O/C AT PANEL EDGES AND 1.2" O/C IN FIELD. <br />PROVIDE BLOCKING AT PANEL EDGES, <br />STUD WALLS SEE PLAN FOR <br />SIZE, SPACING AND SHEATHING <br />(3) 0.145% POWER ACTUATED <br />FASTENERS ;@ 16" O/C <br />5'-0" <br />#5 n 24" O/c #5 @ 12" O/C EACH WAY <br />s co <br />Al <br />3#5 BARS CONTINUOUS <br />#5 BARS @ 18" O/C <br />4 1 4 LONG Cal 24"l f fH 4 1;2 EMBEUi? N i INTO <br />F OCT D Cl,"M V dT d HIM <br />_ E.1 70 <br />Ff�()POSHD VIAL: <br />; t 94 x -,. that :: I : r« a 1 TNT. <br />EaS I a6 ' RESI)o EPOa'r <br />PROPOSED FOOTING <br />AT EXISTING FOOTING <br />SCALE. 3/4" - V-0" <br />0 <br />BOX COLUMN <br />F X I ST I N G VYA1_L. <br />L4x 4x 1/4x 0'-4" LONG TAB 24" O/C <br />VERTICALLY w/ HILTI KWIK BOLT TZ w/ 4 <br />1/2" EMBEDMENT INTO EXISTING COLUMN <br />0 <br />EXISTING FUUIING <br />HSS6x6x5/16 WITH 1/2" THICK x 12" x 12" <br />BASEPLATE. ATTACH TO FOOTING WITH (4) 3/4" 0 <br />HILTI KWIK BOLT TZ ANCHORS w/ 4 3/4" <br />EFFECTIVE EMBEDMENT <br />STUD WALLS BEYOND <br />SECTION ION FOUNDATION AT VESTIBULE COLUMN <br />SECTION FOUNDATION AT VESTIBULE 2 SCALE: 3/4"' = V-0" <br />SCALE: 3/4" = 1'-0" <br />■ <br />i <br />A <br />�r <br />c <br />�F_0" <br />#5 {a 24" o/c <br />4e <br />PROVIDE 15/32" APA RATED EXPOSURE 1 SHEATHING - SEE PLAN FOR <br />SHEATINC. ATTACH TO FRAMING w/ S-8 SCREWS SIZE AND CONNECTION <br />@ 3" O/C AT PANEL EDGES AND .12" O/C IN FIELD, <br />PROVIDE BLOCKING AT PANEL EDGES, <br />STUD WALLS SEE PLAN FOR <br />SIZE, SPACING AND SHEATHING <br />(3) 0.145"0 POWER ACTUATED <br />FASTENERS @ 16"O/C <br />#5 @ 12" O/C EACH WAY <br />2#5 BARS CONTINOUS <br />6#5 BARS CONTINUOUS <br />#5 BARS Cis 18" O/C <br />FOUNDATION AT VESTIBULE <br />SCALE: 3/4" = 1'-0" <br />8" CMU SEE PLAN FOR SIZE AND <br />REINFORCING <br />EXISTING SLAB <br />E- <br />2#5 CJNTINOUS <br />ALTERNATE HOOK LOACAT ION <br />SECTION FOUNDATION AT PARTITION CMU WALL <br />SCALE: 3/4" = V-0" <br />d <br />... <br />CONCRETE B� <br />TO SUPPORT V <br />CONCRETE BF, <br />TO SUPPORT 1"- - - <br />CONTRACTION JOINT <br />SEE GENERAL NOTES FOR <br />ADDITIONAL CONTROL JOINT SPACING <br />AND PLACING REQUIREMENTS <br />SECTION SLAB DETAILS <br />SCALE, 3/4° _ V-13" <br />BOX COLUMN <br />SIMPSON S/HD15S HOLDOWN <br />WITH 30 #14 SCREWS AND 1"0 <br />HILTI HIT HY 200 EPDXY <br />ANCHORS. PROVIDE 9 " <br />EFFECTIVE EMBEDMENT. <br />`— 3#5 BARS CONTINUOUS <br />2` <br />#5 BARS @ 18" O/C <br />HOLDOWN AT BOX COLUMN <br />SCALE: 3/4" = V-0" <br />NSTRUC 1ON JOINT <br />3/16 <br />3#5 BARS CONTINUOUS <br />2 #5 BARS @ 18" O/C <br />BOX COLUMN TO EXISTING <br />COLUMN <br />SCALE: 3/4" _ V-0" <br />0 <br />a <br />ah <br />k o <br />co <br />Lb p in <br />c.® <br />U H co <br />`' <br />Lij D9 <br />L <br />co <br />Q cal <br />0 <br />LL <br />AM <br />. 5. Uo 761;� <br />'.° STATE: OF <br />Al11 <br />1, <br />�h'rrt;,aetRo <br />c� <br />Q0 <br />r- <br />O <br />z <br />w <br />cn <br />z <br />u <br />U <br />L <br />0 <br />J <br />Li.I <br />z <br />a <br />d <br />co <br />Q <br />A <br />CONTRACT DATE: <br />01.05.2016 <br />BUILDING TYPE. <br />N/A <br />PLAN VERSION: <br />DEC 2015 <br />SITE NUMBER: <br />N/A <br />STORE NUMBER. <br />N/A <br />SHELL BUILDOUT <br />5935 GALL BLVD <br />ZEPHYRHILLS, EL 33541 <br />REMODEL <br />PHASE 1 <br />PLOT DATES: <br />