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HomeMy WebLinkAbout03030112.2L — — — EA- COL. BASE (1) 4' CMU a EA SIDE OF FRAME CENTER TOTAL OF (2) 4' ( tU'S EA FRAME I _ I `�- COLUMN, SASE P ATE AND ANCHOR 801�TS BY METAL BLDG MAJ R L F— FTG. PER PLAN TYP. BLDG. FRAME W HAPPEN DETAIL NOTES 1) FINISHED FLOOR ELEVATION 6 100'-0' 2) TANTERIOR FOOTING 0 99'-4' 3) T/EXTERIOR FOOTING im 4) T/ FOOTING ELEVATION TO MATCH EXISTING FOOTING ELEVATION HAIRPIN BAR NEW CONCRETE PIER (3)-13 TIES - TOP NEW FOOTING (ELEVATION PER PLAN) 0 z SHIMS AND LEVELWs NUTS (4) 3/4DIA. X r-4' ANCHOR BOLTS (A36) W/IEX NUTS 4 WASHERS CLEXISITING + EA END JI SECTION a 2' CLEAR Q Q d d lj.l - a. o d •a O• •• - aiI T ALIGN 6' Z' CLEAR 0 DRILL AND REBAR 3 � FOUNDATION DETAIL— SCALE: EXISTING STEEL COL. Wi BASE PLATE EXISTING PEDISTAL ANI FOOTING HAIRPIN BAR % AT 12' VERTICAL 4'� O z F SLAB CONTROL JOINT 9' 9' 01 SMOOTH % BARS s 16' O.G. .A; .. - -• ' EDGE OF BOTH SLABS SLAB CONSTRUCTION JOINT - d d d d d c o o < o - c . _ -.,:/ v. 1111011111-1 FOOTING SCHEDULE MRK j SIZE (WxD) REINF. Fl ro'-6'x6'-6'xl'-6' 1-'6 E.W. BOT, F2 4' -04x4' -0'x1'-6' 4-05 E.W. 80T. F3 fo'-0'x4'-0'x1'-6' 85 tv 12' O.C. E.W. BOT. F4 1-06 E.W. 80T. FS 9' -0'x4' -0'x1'-6' % 9 8' OC E.W. 50T. F6 3' -0'x3' -0'x1'-0' 4-"5 E.W. BOT. NOTE: THE EXISTING FOOTING SIZES SHOWN ARE FOR GRAPHIC PURPOSES ONLY AND MUST BE VERIFIED IN THE FIELD. PIER SCHEDULE ARK PIER SIZE (WxD) VERT. REINF. Pl I' -0'x2' -0' 6 -+i VERT. 4-01 VERT. STEEL COL. W/ BASE PLATE t A.B. BY METAL BUILDING SUPPLIER VERT. PIER REINF.. 00 — CONC. PIER — 03 TIES s 12' O.G. .dLu g d Q o'• 7 o. - \ PAD RE IIF. PIER DETAIL CONIC. PAD SCALE: 3/4" = I' -O" 4' CONC. SLAB ON VAPOR BARRIER AND 4' COMP. GRANULAR FILL /,— EXPANSION JOINT 8' C.M.U. FOUNDATION WALL S BARS 9 48' O.G. .2' PERIMETER INSULATION — (2) '4 BARS CONT. CONCRETE FOOTING pol FDTN. DETAIL SGALE: 3/4" = P -O" -----(:D) — — ---( E) NOTES: 1. TOP OF FOOTING ELEVATION 99'-4' UNA. 2. TOP OF SLAB ELEVATION 100'-0' UND, DESIGN CRITERIA A 501L INFORMATION ASSUMED ALLOWABLE NET BEARING PRESSURE 2000P5F B. CONCRETE - SLAB COMPRESSIVE STRENGTH AT 28 DAYS 40WF>v^I MAXIMUM WATER/CEMENT RATIO (EXT.) 45 MAXIMUM WATER/CEMENT RATIO (INT.) 50 MAXIMUM SLUMP 4 INCHES FOUNDATIONS COMPRESSIVE STRENGTH AT 28 DAYS 3000PSI MAXIMUM WATER/CEMENT RATIO (EXT.) 4 MAXIMUM WATER/CEMENT RATIO (INT.) 50 MAXIMUM SLUMP 4 INCHES C. RENFORCING STEEL FIBERGLASS MESH REINFORCEMENT NYCON DEFORMED BARS A615, GRADE 60 D. MISCELLANEOUS METAL: STEEL SHAPES, BARS AND PLATES ,436 FOUNDATIONS ANCHOR BOLTS A-36 1• FOOTINGS NOT SUPPORTED BY ENGINEERED FILL SHOULD BEAR ON FIRM, UNDISTURBED MATERIAL. IF UNSUITABLE MATERIAL IS ENCOUNTERED, REESTABLISH THE BEARING ELEVATION OF THE FOOTING BY LOCALIZED UNDERCUTTING AND FILLING WITH SUITABLE GRANULAR MATERIAL OR LEAN CONCRETE. 2. CENTER ALL COLUMN AND WALL FOOTINGS UNDER THE COLUMN OR WALL ABOVE UNLESS OTHERWISE INDICATED, 3. COMPACTED COMMERICAL 53 STONE. COMPACT TO 95% MODIFIED PROCTOR- 1. ROCTOR 1. CONCRETE THE MIXING, HANDLING, PLACING AND CURING OF CONCRETE SHALL BE N ACCORDANCE WITH THE ACI 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318-83). 2. FNISHE5 A INTERIOR SLABS - HARD TROWEL FINISH B. EXTERIORS SLABS - BROOM FINISH C. FORMED SURFACES: I. EXPOSED TO PUBLIC VIEW - SMOOTH FORM FNI5H 2, NOT EXPOSED TO PUBLIC VIEW - ROUGH FORM FNI5H 3. ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRANED (6t +/- 1%) 4. SEALER - KURE-N-SEAL OR EQUAL 5. REINFORCING STEEL A ALL REINFORCING STEEL BENDS, HOOKS LAP SPLICES AND CONIC. COVER SHALL CONFORM TO THE ACI 'BItILDING CODE REQT'S FOR REINFORCED CONC. (ACI 318-95) UNLESS OTHERWISE NDICATED. B. PROVIDE CLASS B TENSION LAP SPLICES FOR ALL HORIZONTAL WALL REINFORCEMENT UNLESS OTHERWISE INDICATED. `` %%%jIIIIII//I t PE7 � i;ciSTfR;:- ' No. o. * AR195001 A sn11� � EN I T Et "'In 111110, P E T E R ARCHITEC 984 Logan Street Suite 10 Nobles t e 1 3 1 7 7 7 f a x 3 1 7 7 7 email etndiospetersona MATTIN{ CORPORA 10150 LANTERN ROAD, FISHERS, INDIANA 317-577-9688 CONSTRUCTION D FEBURARI' 19, REVISION REVISION 1 DATE QRDAATE QRAE LION Q RDAE ION TE REVISION 5 DATE PLOT DATE: DRAWN BY: CHECKED BY PROJECT NUMBER: FOUNDATI PLAN F10 o THESE DRAWINGS ARE GIVEN I AND SHALL $E USED ONL'f IN P 4GREET1ENT WITI- PETERSON ,ARCHITECT NO OTHER USE OR DUPLICATIOP WITHOUT THE PRIOR WRITTEN PETERSON ARCHITECT ALL OTHER COPYRIGHT AND RIGHTS ARE HEREBY 5PECIFICA