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Home My WebLink About05050040.54 ANCI - BP1 M U J LL_ w 1 N LL_ 6 E 0 z rn 3 0 rn 0 0 IR 00 0 LO 0 00 0 0 0 3 0 N v_ I 0 N O LO 0 LO 0 0 N z w U 0 0 1) -AB1 " x 16" x 1' -4" ASE PLATE 38x8 OLUMN OVERSIZED WASHER (BP1A ONLY) I I I ^I � i • o I • TOP OF PIER AND WALL AT 99' -4" 1,10. 1' -0� > 2 PIER P2 DETAIL B a i Hie_ �E (6) - #8 VERTICAL #4 TIES @ 12 "O.C. + 3 TIES AT 3" O.C. AT TOP OF PIER 2' -6" 3' -6" 6' -0" DETAIL D 1/4" = 1' -0" F1.0 0 1 2 3 4 1' 4° �) -A131 " x 18" x 1'-0" ASE PLATE s8x8 OLUMN BASE PLATE BP2 0 I `J �O 0 I 5 3' -0" 2 4' -0" 7' -0" 0 1' -0" 2„ 4„ 4" 2„ (4) -AB1 N f- 4" x 12" x 1' -4" BASE PLATE � TS8x8 COLUMN N OVERSIZED WASHER (BP3A ONLY) 4 ANCHOR BOLTS 5/16 (BP3A ONLY) BASE PLATE BP3 & BP3A I I B I i SEE FOUNDATION S5.0 i PLANS FOR TOP AND BOTTOM ELEVATIONS OF o FOOTING a iii bi a 3" CLR. (TYP.) SEE FOOTING SCHEDULE ON DRAWING F1.1 FOR FOOTING INFORMATION 5 ANCH STEEL COLUMN PER FOUNDATION PLAN 9 D ETAI L G TYPICAL STEEL COLUMN AT INTERIOR FOOTING 1/4" = 1' -0" F1.0 NO SCALE SAWED JOINT 1/8" x 1/2" DEEP F- 4" DIA. RODS (SMOOTH) x 16" LONG SPACED AT 24 ". GREASE HALF OF EACH ROD. SLAB ON GRADE r- 4 ° z _ �Q J w CL a- ooh SEE NOTE 2'o0O °O 6 COMPACTED (95 PERCENT MAXIMUM DRY DENSITY) FREE DRAINING GRANULAR MATERIAL. NOTES: 1. LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS. 2. APPLY LIQUID BOND BREAKER TO FULL DEPTH OF CONSTRUCTION JOINT. TYPICAL SLAB ON GRADE CONSTRUCTION JOINT NO SCALE FOUNDA11ONS 1. PREPARE AREAS OF THE SITE SUPPORTING STRUCTURE BY REMOVING TOPSOIL, EXISTING FILL, ORGANIC MATERIAL, OR FROZEN, WET, SOFT, LOOSE OR OTHERWISE UNSUITABLE MATERIALS. 2. PROOF ROLL THE EXPOSED SUBGRADE WITH A MEDIUM - WEIGHT ROLLER TO DETERMINE IF ANY POCKETS OF SOFT, UNSUITABLE MATERIAL EXIST BENEATH THE EXPOSED SUBGRADE. REMOVE ANY UNSUITABLE MATERIAL ENCOUNTERED AND REPLACE WITH A WELL COMPACTED GRANULAR MATERIAL. 3. PLACEMENT AND COMPACTION OF ENGINEERED FILL SHALL BE OVERSEEN BY THE TESTING LABORATORY. PLACE FILL MATERIAL IN LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. MECHANICALLY COMPACT EACH LAYER TO AT LEAST THE REQUIRED MINIMUM DRY DENSITY. 4. 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 CONCRETE AS RECOMMENDED BY THE TESTING LABORATORY. SOILS TESTING FIRM SHALL VERIFY BEARING CAPACITY OF SOIL AT ALL COLUMN FOOTINGS AND AT 8' -0" INCREMENTS ALONG WALL FOOTINGS, ALLOWABLE BEARING PRESSURE SHALL BE 2500 PSF FOR COLUMN FOOTINGS AND 2000 PSF FOR WALL FOOTINGS. 5. PLACE FOOTINGS THE SAME DAY EXCAVATIONS ARE OPENED. IF THIS IS NOT POSSIBLE, ADEQUATELY PROTECT THE EXPOSED MATERIAL IN THE BASES OF THE FOOTING EXCAVATIONS FROM ANY DETRIMENTAL CHANGE IN CONDITION SUCH AS FROM DISTURBANCE, RAIN OR FREEZING. SURFACE RUNOFF SHALL NOT BE ALLOWED TO ENTER THE EXCAVATIONS. 6. CONCRETE WALLS RETAINING EARTH MUST HAVE REACHED 100 PERCENT OF THEIR REQUIRED 28 DAY COMPRESSIVE STRENGTH BEFORE BACKFILLING OPERATIONS BEGIN. 7. BACKFILL EACH SIDE OF CONCRETE WALLS, WITH EARTH ON BOTH SIDES, SIMULTANEOUSLY. 8. BACKFILL PLACED AGAINST CONCRETE WALLS SHALL BE A WELL- GRADED GRANULAR MATERIAL. 9. FOR INFORMATION REGARDING SUBSURFACE CONDITIONS, REFER TO PRELIMINARY SUBSURFACE INVESTIGATION & FOUNDATION RECOMMENDATIONS, PREPARED BY ALT & WITZIG ENGINEERING, INC., DATED MAY 6, 2002. ALT & WITZIG PROJECT NUMBER 021NO312. VERSIZED WASHER x 18" x V-3" \SE PLATE 8x8 )LUMN BASE PLATE BP4 �o o � d v w w o a' a d � z w 0 w m Uj w 4" HEAVY HEX NUTS AND WASHERS TOP OF CONCRETE FOOTING 1" 0 BOLT (A36) ANCHOR BOLT DETAIL AB1 SEE DRAWING F1.1 FOR COLUMN AND BASE PLATE INFORMATION- PROJECTION PER ANCHOR BOLT DETAILS ON DRAWING F2.1 i FINISHED COLUMN END IN LEVEL G NUT I ( TYPICAL } 2" NON- SHRINK GROUT �=. �= -A36 ANCHOR BOLTS WITH DOUBLE NUTS TOP OF CONCRETE AND WASHERS FOR LEVELING. SEE ANCHOR FOOTING BOLT DETAILS ON DRAWING F2.1 FOR I ADDITIONAL INFORMATION. CLEAN OIL FROM ANCHOR BOLTS BEFORE INSTALLATION. REINFORCING STEEL 1. PROVIDE MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318 -95), UNLESS OTHERWISE INDICATED. 2. REINFORCING STEEL SHALL BE SUPPORTED AND SECURED AGAINST DISPLACEMENT IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S "MANUAL OF STANDARD PRACTICE ". 3. DETAILS OF REINFORCING STEEL FABRICATION AND PLACEMENT SHALL CONFORM TO ACI "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315) AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" (ACI 315R) UNLESS OTHERWISE INDICATED. 4. REINFORCING STEEL BENDS, HOOKS AND LAP SPLICES SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318 -95) UNLESS OTHERWISE INDICATED. 5. PROVIDE STANDEES FOR THE SUPPORT OF TOP REINFORCEMENT FOR FOOTINGS. 6. PROVIDE PLASTIC, SNAP -ON SPACE WHEELS TO MAINTAIN REQUIRED CONCRETE COVER FOR VERTICAL WALL REINFORCEMENT. 7. INSTALL DOWELS IN THE FOOTING FORMS BEFORE CONCRETE IS PLACED, SUPPORTING AND TYING THEM SECURELY IN POSITION. DO NOT STICK DOWELS INTO FOOTINGS AFTER CONCRETE IS PLACED. 8. POSITION DOWELS FOR VERTICAL WALL REINFORCEMENT IN COLUMN FOOTINGS, PILE CAPS AND WALL FOOTING STEPS WITH 6 INCHES MAXIMUM BOTTOM COVER. 9. FIELD BENDING OF REINFORCING STEEL IS PROHIBITED. TYPICAL COLUMN BASE B NO SCALE BLE TECH H) x 4' -0" ER TYPICAL COLUMN ISOLATION JOINTS NO SCALE CONCRETE 1. THE MIXING, HANDLING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318 -95). 2. FINISHING OF SLABS: AFTER SCREEDING, BULL FLOATING AND FLOATING OPERATIONS HAVE BEEN COMPLETED, APPLY FINAL FINISH AS INDICATED BELOW. a. FLOOR SLABS - . . . - HARD TROWEL FINISH b. SLIP RESISTANT SURFACES _ . . . . . . . . . . _ BROOM FINISH 3. CURING OF SLABS: CURE SLABS WITH CURING COMPOUNDS OR MOISTURE RETENTION COVERS. 4. SUMBIT A MIX DESIGN FOR EACH CLASS OF CONCRETE AS INDICATED IN THE SPECIFICATIONS. 5. THE CONCRETE MIX FOR THE FOOTINGS SHALL BE F'c = 3000 PSI . 6. THE CONCRETE MIX FOR THE INTERIOR SLABS ON GRADE SHALL HAVE THE FOLLOWING MINIMUM REQUIREMENTS: A. COMPRSSIVE STRENGTH Q 28 DAYS . . . . . . . . 4000 PSI B. MINIMUM CEMENT CONTENT - . . . . . . . . . . _ 517 LB. /CU. YD. C. MAXIMUM CEMENT RATIO _ . . . . . . . . . . _ .45 D. AIR CONTENT - . . . . . . . . . . . . . - . - 0 -37. E. SLUMP - . . . . . . . . . . . . . . - 4 „ -6„ F. MID -RANGE WATER REDUCING ADMIXTURE 7. SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ACI "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" ACI 302.1R (LATEST EDITION). 8. FINISH SLABS ON GRADE TO THE FOLLOWING TOLERANCES: OVERALL VALUES: FF =25 FL =20 LOCAL VALUES: FF =20 FL =15 COORDINATION WITH OTHER TRADES 1. COORDINATE PLACEMENT OF ANCHOR BOLTS IN FOOTINGS WITH STRUCTURAL STEEL CONTRACTOR. 2. NOTIFY ENGINEER OF ANY MISPLACED OR DAMAGED ANCHOR BOLTS. �N ^ O 0- _I -I G.9 �N r� SLAB ON GRADE SOFF -CUT CONTROL JOINT 2 3 rnn nr' PIER 4" PIER P1 DETAIL A 1" = 1' -0" F1.0 ¢, J o cn Q C)f J w CL CL IF ^oo(, ID 00 LJ Rc� �oC `- 6" COMPACTED (95 PERCENT MAXIMUM DRY DENSITY) FREE DRAINING GRANULAR MATERIAL. NOTES: 1. SLAB FINISH SHALL BE HARD TROWEL. 2. ALL SLABS SHALL BE SEALED WITH ASHFORD FORMULA OR APPROVED EQUIVALENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TYPICAL SLAB ON GRADE CONSTRUCTION NO SCALE DOOR OPENING ADDITIONAL SLAB REINFORCING AT DOORS NO SCALE DESIGN INFORMATION GEOTECHNICAL ALLOWABLE NET BEARING PRESSURE, ANBP: COLUMN FOOTINGS- - 2500 PSF WALL FOOTINGS - -2000 PSF CONCRETE CLASS SEE CONCRETE SCHEDULE AIR CONTENT REINFORCING STEEL REMARKS REINFORCING BARS, AND 11ES: - ASTM A615, GRADE 60 STRUCTURAL STEEL o C1 ANGLES, CHANNELS, PLATES: - - ASTM A36 W- SHAPES - - - - ASTM A992, GR. 50 STRUCTURAL TUBING:- - - - - -ASTM A500, GRADE B, � ti Fy = 46 KSI ANCHOR BOLTS: - - ASTM A36 CONNECTION BOLTS:- - a INCH DIAMETER, ASTM A325N 4000 PSI UNLESS OTHERWISE DETAILED ON INTERIOR SLABS ON GRADE, THE DRAWINGS OR APPROVED U BY THE ARCHITECT /ENGINEER CONCRETE SCHEDULE DESIGN LIVE LOADS SLAB ON GRADE 100 PSF ROOF LOADS: DEAD LOAD:- - 25 PSF UNIFORM SNOW LOAD:- - 25 PSF DRIFTING SNOW LOAD:- -DESIGNED IN ACCORDANCE WITH IBC 2000 DESIGN WIND LOADS EXPOSURE B IMPORTANCE FACTOR, I = 1.00 BASIC WIND SPEED = 90 MPH (IBC 2000 - FIGURE 1609) CATEGORY 1 DESIGN SEISMIC LOADS SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY C S DS = 0.188 S DI = 0.141 SITE CLASS D BASIC SEISMIC FORCE RESISTING SYSTEM = 2D NOTES: 1. ANY CONCRETE NOT INDICATED IN THE SCHEDULE SHALL BE CLASS B. 2. INCLUDE AN AIR - ENTRAINING ADMIXTURE IN MIX DESIGNS FOR CONCRETE EXPOSED TO FREEZING AND THAWING DURING SERVICE, AND FOR CONCRETE EXPOSED TO COLD WEATHER DURING CONSTRUCTION, BEFORE ATTAINING ITS REQUIRED 28 DAY COMPRESSIVE STRENGTH. AL 'O.C. 3" O.C. ER ',W uke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis, IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 (-J' %. 28 DAY � eta CONCRETE CLASS COMPRESSIVE STRENGTH AIR CONTENT PLACEMENT REMARKS a cn cn LO 0 V) N o C1 WATER REDUCING A 3000 PSI OPTIONAL FOOTINGS & PIERS ADMIXTURE REQUIRED � ti V T M m= C'3 WATER REDUCING B 4000 PSI OPTIONAL INTERIOR SLABS ON GRADE, ADMIXTURE REQUIRED U TM WATER C 4000 PSI 6 t 1 % EXTERIOR SLABS ON GRADE REDUCING ADMIXTURE Q EXTERIOR WEARING SLABS REQUIRED NOTES: 1. ANY CONCRETE NOT INDICATED IN THE SCHEDULE SHALL BE CLASS B. 2. INCLUDE AN AIR - ENTRAINING ADMIXTURE IN MIX DESIGNS FOR CONCRETE EXPOSED TO FREEZING AND THAWING DURING SERVICE, AND FOR CONCRETE EXPOSED TO COLD WEATHER DURING CONSTRUCTION, BEFORE ATTAINING ITS REQUIRED 28 DAY COMPRESSIVE STRENGTH. AL 'O.C. 3" O.C. ER ',W uke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis, IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 (-J' %. � eta m0) O 0 0) OC V_ aC ®0c: c W W N N a cn cn LO 0 V) N o C1 Of o s O C r ■ � ti V T M m= C'3 V vi 3 U L) C* 5 0 o D U TM W W Q a V Uo � J w z Q �- 0. CIE Q w 0 W Quz Z L-Li Fz- W Q Q 0 Z J W U� 0 C W � O Q V co W Certified By: GEGF tQ _' STE9,'%p No. o 3::j" AR19400116:• z : STATE OF 99�HITEG Drawing Number: F2 ■1 Of Sheets Duke Job Number: 0000 A/E Job Number: 05020