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(6)-#5 VERT. REBA <br />­1ORIZ. TIES @ <br />O.C. MAX. <br />(6)-#5 VERT. REBARS <br />PLAN <br />W m -i W m --ido I I a0 <br />U I I U CL <br />Nam' d I I I fV <br />'v <br />12" MAX., 1" MIN. <br />LEVELING NUTS <br />NON -SHRINK GROUT <br />3/4"0 x 24" A307 A.B.'S W/ 1/4" x 3" <br />SQUARE WASHER (W/ 13/16"0 HOLE O.C.) <br />TACK WELDED TO HEAD <br />3" CLEAR <br />2'-6"0 <br />COLUMN FOUNDATION DETAIL @ C-2 <br />(TYP. 2 LOCATIONS) <br />COLUMN BASE REACTIONS: <br />fVD+3/4(L+0.6W) = 6,600# <br />+ V0.6'DL+0.6 UPLIFT =-1,620# <br />1 HD+asw = 1,300# <br />9/16"0 HOLES IN <br />BOTTOM FACE Of <br />TUBE <br />EP000008x06A00.1196 <br />CENTER ON END TUBE <br />FTG. & COL. <br />4" 1 4" <br />PLAN <br />1Eli�iM�i4 l <br />. 'i <br />"v <br />#3 HORIZ. TIES @ <br />10" O.C. MAX. <br />11" MAX., 1" MIN. <br />LEVELING NUTS <br />NON -SHRINK GROUT <br />3/4"0 x 24" A307 A.B.'S W/ 1/4" x 3" <br />SQUARE WASHER (W/ 13/16"0 HOLE O.C.) <br />TACK WELDED TO HEAD <br />ih <br />3" CLEAR <br />COLUMN FOUNDATION DETAIL @ C-1 <br />(TYP. 4 LOCATIONS) <br />BEAM B-1 4-req'd. <br />COLUMN BASE REACTIONS: <br />1 VD+3/4(L+0.6W) - 7,700# <br />jV0.6'DL+0.6 UPLIFT =-1,920# <br />HD+0.6w = 800# <br />CCMO.T. D+0.6W = 6,900#-ft <br />SEE COLUMN FOUNDATION <br />DETAILS ON THIS SHEET. <br />CONCRETE NOTES: <br />1. Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on undisturbed, <br />natural soil or engineered fill. Both are to be compacted to 95% Proctor density. <br />2. Prepare slab with min. 8" compacted sand, gravel, or crushed rock. <br />3. Concrete slab to be 4" thick. Reinforce slab with 6x6-w1.4xw1.4 welded wire fabric at mid -depth. Lap splices 8". Alt.: Fiber <br />mesh admixture (min. 1.5#/c.y., fibrillated polypropylene). <br />4. Edge of slab to be thickened to min. 8" deep x 8" wide reinforced with 244 continuous rebars. Lap splices min. 24". <br />5. In locations subject to frost, install isolation joint, max. 1/8" wide, around column piers using diamond or circular layout. <br />Wire mesh shall be interrupted at isolation joints. <br />6. Install crack control joints (3/16" wide x 1" deep) at 8' to 12' o.c. <br />7. Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface is to be <br />lightly broomed or have a wood troweled finish. <br />8. Concrete slabs in enclosed areas are to have positive drainage to floor drains and have a troweled finish. <br />9. Concrete slab, foundation, re -bar, wire mesh, leveling nuts, grout & anchor bolts (if required) are N.I.C. <br />10. All concrete reinforcing steel to be grade 60, deformed bars. <br />11. F'c of concrete to be 3000 psi @ 28 days. <br />12. All concrete work to be in accordance w/ latest ACI code. <br />13. Assumed allowable soil bearing pressures: 2000 psf vertical bearing, 150 psf passive lateral bearing. It is the Owner's <br />responsibility to verify that the allowable soil bearing values at the site meet or exceed these assumed values. If the actual <br />values are lower than the assumed values, the foundations must be redesigned (N.I.C.). <br />_________ ___ __ ______________ ______ <br />II <br />$1C_1 C-1 <br />I <br />II <br />II <br />II <br />/ <br />I <br />II <br />II <br />II <br />Ij <br />/ <br />jl <br />II <br />II <br />II <br />/ <br />II <br />II <br />II <br />/ <br />II <br />II <br />uJ <br />\ <br />11 <br />a. <br />II <br />I <br />I <br />06 <br />z <br />II <br />11 <br />J <br />/ <br />11 <br />O <br />II <br />I <br />I <br />U <br />II <br />/ <br />II <br />LL <br />II <br />II <br />O <br />II <br />/ <br />II <br />II <br />II <br />U <br />U <br />11 <br />\ <br />II <br />N <br />II <br />II <br />II <br />, <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />� <br />II <br />II <br />m <br />II <br />II <br />cg <br />j1 <br />/ <br />Ij <br />rFr <br />H <br />D <br />II <br />C-2 Q C-2 <br />II <br />O <br />II <br />�Q <br />II <br />1 1 <br />�V <br />aS� <br />II <br />I I <br />Ul) <br />v <br />II <br />� <br />II <br />II <br />II <br />II <br />II <br />/ <br />II <br />II <br />II <br />� <br />II <br />II <br />� <br />II <br />11 <br />w <br />11 <br />II <br />a <br />II <br />/ <br />II <br />II <br />CO <br />� <br />I <br />I <br />II <br />II <br />J <br />/ <br />I <br />O <br />iI <br />t <br />li <br />1I <br />II <br />II <br />II <br />LL <br />O <br />II <br />II <br />U <br />II <br />/ <br />II <br />U <br />I <br />II <br />I <br />II <br />N <br />II <br />II <br />II <br />` <br />I <br />II <br />11 <br />II <br />I <br />II <br />jl <br />� <br />Ij <br />tl <br />II <br />I <br />C-1 C-1rFe <br />1 <br />7- 1 <br />L— <br />--------------------------------- <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />I <br />21'-6" C/C OF COLUMNS & PIERS <br />1'-11" <br />ALL DIMEN; <br />OFF OF THI <br />OWNER TO <br />264" OUT/OUT OF SLAB <br />TO CONSTI <br />B040408x06A01.0000 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />'IONS SHOWN SPRINGING <br />SLAB EDGE ARE MINIMUMS. <br />DETERMINE SLAB SIZE PRIOR <br />;UCTION. <br />Daniel P. Seymour, P.E. <br />Enterprise Engineering Consultants, LTD. <br />710 French Street <br />Peshtigo, WI 54157 <br />FL Corp. Certificate No.: F00000005724 <br />FL PE. NO.: 71972 <br />0ltill UIII/o <br />SFy�lj�''% <br />EWs��,,OG <br />* :I No. PE71972 J* 's <br />STATE OF4 <br />NAL00�.�``�. <br />THIS PRINT IS THE PROPERTY OF RCP <br />SHELTERS AND IS NOT TO BE USED, <br />COPIED, OR REPRODUCED WITHOUT <br />THEIR EXPRESSED WRITTEN PERMISSION. <br />W <br />z <br />LL <br />OLU <br />~ <br />J_ <br />N <br />Z <br />LU <br />D <br />CL <br />LU <br />I <br />LL <br />Y <br />N <br />rJ^ <br />V , <br />LU <br />0 <br />J <br />u7 <br />O <br />= <br />Q <br />a <br />E <br />V <br />U <br />M <br />� <br />0 <br />m <br />m <br />0 <br />J <br />LL <br />Q <br />Q <br />t <br />LL <br />LL <br />o0 <br />ap <br />m <br />d <br />■ <br />■ <br />N <br />,L <br />a <br />���0 <br />� <br />Z <br />Yam'`= <br />p <br />X <br />Co <br />•E <br />X <br />° <br />o <br />a <br />Z <br />� <br />W <br />Z <br />W <br />O <br />J <br />J <br />UJ <br />LU <br />W <br />U <br />= <br />CF>0 <br />Z <br />M <br />U <br />� <br />� <br />v, <br />I`• <br />Z <br />J <br />w <br />O <br />= <br />UWJoLo <br />N <br />Z <br />i <br />Cv <br />i <br />Q <br />a <br />m <br />r <br />a <br />U) <br />Q <br />LL <br />a. <br />LUO <br />U) <br />J <br />H <br />= <br />W <br />CV <br />w <br />0� <br />■ <br />■ <br />PROJ. NO.: <br />14-221-A <br />DRAWN: CJT 12-18-14 1 <br />I CHK'D: DPP 12-19-14 1 <br />REV 1: <br />REV 2: <br />REV 3: <br />REV 4: <br />SHOP DWG NO.: 10722R2 <br />EEC JOB NO.: 10722 R V <br />SHEET NO <br />2 OF <br />