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Exi5tinj Foundation <br />Ext5ting foundation <br />DnH 4 Epoxie <br />Rebar Doweb­, <br />4" <br />Wire Tie5 <br />Footer Rebar - New Rebar Dowels <br />S ( Foundation <br />Wire Ties <br />NOTE: 2 4 min. Footer Rebar <br />31r min. Reber Dowels to be drOW sW epoxied Into mftV <br />fowdeft 6'min. wfth24*min. wftWkVk*onew tooter. <br />Dowels to be whd tied W now WW Wmr. <br />TYPICAL DETAIL <br />(Dowel to existing foundation) <br />2x4 CFS <br />Framed Wall EXISTING CMU <br />(Bearing) EXT. WALL <br />23 <br />"OX3" Expan5ion <br />Bolts @ 2411 o-c <br />(Typical Vertically) <br />NEW 4" Monolithic Slab <br />w/ Turned Footer EXISTING Concrete <br />Foundation <br />3011 #5 Rebar Dowel I <br />--------------- ------- <br />Z,2pr <br />in <br />G mil Vapor Barrier <br />Clean, compacted, <br />poi5ion treated <br />1) #5 Rebar - Footer <br />_,! <br />/f 4000 psi Conc. <br />8" <br />TYPICAL SECTION <br />Footer & Stem Walo <br />4 <br />� �_i <br />NEW 4" Conc. <br />Floor Slab <br />3,000 PSI CONCRETE EXPANSION <br />w/ Fibermesh \",JOINT — I <br />6 Mil. VAPOR <br />BARRIER — <br />CLEAN, <br />COMPACTED, <br />POISON <br />TREATED FILL <br />4,000 PSI --' CONCRETE <br />FOOTER <br />3'x3'xl'-6" FOOTING <br />3) #5 Rebar E.W. <br />New foundation <br />Walk -In Cooler <br />Wall Line <br />4" Monolithic 51ab <br />wl Turned Footer <br />1) #5 Rebar <br />TYPICAL SECTION <br />Footer & Stern WaID <br />,41^5 � <br />345 Rebar E.W, <br />Walk -In Cooler <br />Floor <br />(,—"" 7 77, <br />G mil Vapor barrier <br />Clean, compacted, <br />811 P0151on treated fill. <br />TYPICAL SECTION <br />Footer & Floor Slab <br />@ Cooler Area) <br />41 1 <br />� �_i <br />1 <br />HSS 6" x 6" x 4" <br />3'x3'x1'-6" <br />COLUMN PAD <br />NOTE: <br />CELL TO BE ONE CMU <br />BLOCK EQUIV. <br />GROUT FILLED CELL <br />@ COLUMN. <br />NEW 4"Conc. <br />Floor Slab <br />600S162-54 <br />CFS Framed 3,000 PSI CONCRETE <br />Exterior Wall EXPANSION w/ Fibermesh <br />JOINT <br />600T162-54 //-- <br />Bottom Track <br />2 <br />1"0x3" Expansion EL� <br />0 <br />Bollts@ 16" o-c <br />GROUT FILLED <br />-7- 1 <br />4 CELLS <br />6 Mil. VAPOR <br />#5 Vert. Rebar <br />BARRIER <br />FOOTING <br />CLEAN, <br />COMPACTED, <br />POISON <br />(2) #5 cont. TREATED FILL <br />4,000 PSI <br />2'-0"CONCRETE <br />- FOOTER <br />TYPICAL SECTION <br />(Footer & Stem WaID <br />41_-42� <br />KS-1F <br />47" <br />2V 217 <br />zr <br />IV-1121. <br />vi� <br />v_? <br />#10 Screws @ <br />16' o-c (Monolith <br />to CFS Framed Wall <br />80OS162-54 <br />NEW4"Conc. - ------ ------- -- CFS Framed <br />Monolith <br />Floor Slab <br />3,000 PSI CONCRETE 60OS162-54 <br />w/ Fibermesh EXPANSION - ----- ---------- CFS Framed <br />JOINT Exterior Wall <br />80OT162-54 <br />Bottom Track <br />0EL 1"0x3* Expansion <br />_01L j 2 <br />< Bolts 01 16" o-c <br />GROUT FILLED <br />CELLS <br />6 Mill. VAPOR <br />BARRIER <br />#5 Vert. Rebar <br />O <br />FOOTING <br />CLEAN, CAKI <br />COMPACTED, <br />POISON <br />TREATED FILL <br />4,000 PSI - - / <br />CONCRETE 2'-0"FOOTER <br />TYPICAL SECTION <br />(Footer & Stem WaID <br />T-2- <br />r— — — — -- <br />Footer Line <br />1) #5 <br />Edge of 51ab <br />i , 7 <br />46 Concrete Cooler Pad`, <br />3000 psi wk <br />fibermc5h throughout <br />�S7� <br />WALK-IN <br />COOLER <br />II <br />L <br />DOWEL DETAIL <br />DOWEL DETAIL <br />Footer Line <br />4 <br />­,J <br />2) #5 <br />II 4 EX15TING CMU WALL (To remain) <br />Framed Wall Line —i, <br />J <br />CMU Stem Wall - <br />Footer Line <br />i4 <br />1) #5 Rebar---- EXISTING ONE <br />.,Edge of 51ab STORY STRUCTURE <br />::U -IA <br />#5 Rebar Dowels @ 48" o-c <br />II <br />j: 4" Concrete Floor Pad <br />3000 psi wl <br />I Fiberma5h throughout <br />384 sq. ft. I <br />TISLM = or-W <br />"j. 0.5. Edge of <br />#5 Re — — — — — — — — — — — - -- — — <br />EX15TING 5tructure <br />bar Dowels @ 48"o-c <br />tip <br />A <br />Edge of 51a <br />C <br />1/si) <br />COLUMN PAD DOWEL DETAIL <br />Edge of 51ab r <br />L_7 — — — — — <br />w. <br />F' Framed 77 T.S. 6X6XI" <br />7TT <br />Into 2x6 Exterior Wall <br />L ----------------I underneath EXISTING <br />_j <br />See PA&r!E.W� Truss Beam <br />21'4�1 <br />4 <br />SWN! WALL <br />271" <br />rOF COLUMN PAD <br />FOUNDATION PLAN <br />Footer & Stem WaID <br />SCALE: in = 11.0" <br />- (2) #5 cont. <br />EXISTING EXTERIOR WALL <br />a. <br />< <br />LL <br />z _j <br />0" <br />Ix <br />C 3 <br />1141) <br />It <br />W <br />z <br />C: <br />E <br />0 <br />2% <br />ca <br />CY <br />0 <br />0 <br />CID <br />(D <br />CO <br />Ce) <br />Oz 2 A <br />04 <br />CD <br />co <br />CID <br />q) <br />0 <br />I*- <br />_j ILL <br />—J,.4 <br />C4 <br />Sq <br />_j <br />(L CMce) <br />ILL <br />to OD <br />OD <br />0 <br />(D <br />LU <br />It <br />w <br />C4 <br />0 <br />W_ <br />() <br />a: <br />g <br />W <br />W <br />z <br />Wz <br />U_ <br />0 <br />z <br />0 <br />W <br />W <br />Ch <br />Z <br />C14 <br />CL <br />LL <br />Lli <br />z <br />LLI <br />3 <br />LLI <br />6 <br />�2 <br />ILLJ <br />a <br />LL <br />WW <br />-A <br />6 <br />co <br />0 <br />W <br />na <br />X <br />Qx <br />0 <br />U) <br />z <br />00 <br />Z <br />P: <br />Cl) <br />W <br />> <br />W <br />Co <br />M <br />C,4 <br />0 <br />1 z <br />Z <br />CL U) <br />Z J <br />0 <br />W <br />00 <br />Z 06 <br />0 <br />UL. <br />S-1 <br />