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r--- T----------- ----------------------- -T - - -1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ONS17E FILL MATERIAL PLACED OVER I I I I SLAB AFTER CONCRETE HAS CURED I I I I \ I I +-- 1 .1-4 SECTION @ 114" = 1' -0" r LUNG K LT In'W' J MI7H BEAM AT PERIMETER FLOOR PLAN Scale : 114' = 1' -0' AT PERIMEIER OF 24' THICK SLAB, PROVIDE 24 x 40' BEAM REINFORCED W7H(2) 19 CURVED AT TOP, MIDWAY, AND BOTTOM AS INDICATED WITH j 5 TIES O /s" oc. \ I I I I I I SHAFT COLLAR TO BE REMOVED AT TIME OF SHAFT PLUG INSTALLATION I I I I I I I 24' THICK CONCRETE SLAB PLACED I OVER 4' BASE SLAB. REINFORCE I 24' SLAB MI7H 16 O 16' EA WAY TOP, 119 O 6' EACH WAY BOTTOM. I I I _ I GENERAL NOTES REINFORCED CONCRETE a. Structural concrete shall have a minimum 28 day compressive strength of 4000 psi Type 11. b. Reinforcing bars shall conform to ASTM Specification A615 -79 and shall be Grade 60 epoxy coated. and shall conform to ASIM Specification A884. c. At splices, lap bore 36 diameters. At corners and intersections, make horizontal bars continuous or provide matching corner bos. Around openings in wells and slabs, provide 2 -15, extending 2' -0 beyond edge of apening- STRUCTURAL STEEL a. Structural steel rolled shapes, including plates and angles shall be ASTM A36. b. All bolts, including anchor bolts, shall conform to ASIM Specification A325 c Expansion bolts called for on the drawings shall be 'MEG -17 ; RED HEAD", or approved wedge type, with the following minimum embedments: 518' diameter bolts —2*, 112' diameter bolts — 1 -112'. BACK FILLING a. Do not ba&NI until supporting slabs and floor framing are in place and concrete reaches its full design strength. ------------------------------------- I p ko 0 o I a e W DoT_ Ct 0 Q o CURVED C12x2D.7 W1 I I CONT 3 /8'x4" WELDED d I CLOSURE STRAP AT W14x30 Q0 4 OUTSIDE EDGE. .tit "� C• ,� U77 ROE THICK FIBER RBNF. CONCRETE SLAB 0. ON 2' 20 GA COMPOSITE DECKING MELD DECKING MI7H 518'0 PUDDLE MELD IN EA r FLUTE AT EACH SUPPORT. 12' ANNULUS FOR SHAFT TO REMAIN r CONTRACTOR SHALL COORDINATE 77ERACK ^ CQ AND ANNULUS REINFORCING WITH STUDER IUDER ENGINEERING PRIOR TO COMPLETION OF SHAFT INSTALLATION. ✓ CURVED C12x SECTION S21 314" = 1' -0" W14 70 C12 MITH MELD AS INDICATED ANGLE 4x4x1/4 z9' EACH SIDE MIIH (3) OLIS EACH LEG SECTION S31 314" = 1' -0" c o L ; C ; W w ° 11 , 11 • 1 G�1 m �`ryd , w i ❑ "Nll�j .U> co I� W SIIEF.T S-1 I OF I 1111111111111 0025,11 1� u cr y 00 r O � o SIIEF.T S-1 I OF I 1111111111111 0025,11