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AMERICAN CONSTRUCTION SERVICES,INC. ® ® 3.9 +� +t * **�1SIMINalk� DESIGN STRESSES REINFORCING STEEL CLEAR COVER00 0 4 3350 SOUTH RIVER ROAD SOIL PARAMETERS 12" 70'-10 1/2" WEST BEND, WI 53095-7884 ALLOWABLE SOIL BEARING PRESSURE REQUIREMENTS / / / (262) 334-3811 FAX: (262) 334-4990 SPREAD AND STRIP FOOTINGS: 2,000 PSF CONCRETE CAST AGAINST EARTH AND PERMANENTLY 1'-4" 18'-8" 1'-4" 24'-2" 24'-6" 12" CAST IN PLACE CONCRETE (28 DAY COMPRESSIVE STRENGTH) EXPOSED TO EARTH 3" i -I / -at -at / FOOTINGSfc PSI illVItRICAN WALLSAND PIERS fc = 4,000 PSI CONCRETE EXPOSED TO EARTH OR WEATHER INTERIOR SLAB ON GRADE fc = 3,500 PSI UP THRU #5 BARS 1 EXTERIOR SLAB ON GRADE fc = 3,500 PSI #6 BARS THRU#18 BARS 2" ARCHITECTURAL GROUP, INC. CONCRETE REINFORCEMENT FIELD BENT BARS Fy= 40,000 PSI CONCRETE NOT EXPOSED TO WEATHER OR IN ALL OTHER Fy= 60,000 PSI MASONRY fm = 2,000 PSI CONTACT WITH GROUND N * * * # * ** Illealw SLABS, WALLS MASONRY GROUT fc = 2,000 PSI \ \ \ F CONCRETE MASONRY UNIT MORTAR UP THRU#11 BARS 1" y ' /� WJ / � ABOVE GRADE TYPES #14 AND#18 BARS 1 •1111.1L : i �I I I BELOW GRADE TYPE Mo N 3350 SOUTH RIVER ROAD MP1 6" 1 1/2" WEST BEND, WI 53095-7884 A -0 \ (262) 334-3811 FAX: (262) 334-4990 SOILS NOTE: s1o $" REMOVE EXISTING SURFICAL TOP SOIL AND VEGETATION FROM WITHIN THE BUILDING AREA AND A MINIMUM OF TEN FEET TYPICAL PERIMETER FOUNDATION: BEYOND. PROCEED TO EXCAVATE MATERIAL TO THE PROPOSED SLAB-ON-GRADE SUB GRADE WHERE EXPOSED MATERIAL 6"X 12" CONCRETE STEM WALL ON 8"X 48" CONCRETE SHOULD BE PROOF-ROLLED WITH A HEAVY RUBBER TIRED VEHICLE UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. +I FOUNDATION WALL ON 20"X 8"CONCRETE WALL FOOTING. `� SOILS WHICH HEAVE, PUMP, OR DO NOT READILY COMPACT SHOULD BE EXCAVATED AND REPLACED WITH ENGINEERED FILL. o 12"CMU WALL LAID INHALE-LAP RUNNING BOND REINFORCE STEM WALL W/ (1)#5 CONTINUOUS TOP REBAR. O I W/TYPE S MORTAR MECH. REINF. @ 16"O.C. REINFORCE FOUNDATION WALL W/(1)#5 CONTINUOUS REBAR b VERTICALLY ON 18"X 8"WALL FOOTING C SUBGRADE PREPARATION FOR FOOTINGS SHALL CONSIST OF EXCAVATION TO 2000 PSF ALLOWABLE BEARING CAPACITY SOILS TOP AND BOTTOM AND#4 X 57"VERTICAL REBAR 48" C/C. �o N AT OR NEAR DESIGN FOOTING ELEVATIONS. WHERE UNSUITABLE SOIL IS ENCOUNTERED AT A NOMINAL FOOTING DEPTH, IT REINFORCED WITH (2)#5 X CONT. REBAR. REINFORCE FOOTING W/ (2)#5 CONTINUOUS REBAR. PROVIDE SOLID TOP CMU AT TOP WALL COURSE. SHOULD BE REMOVED AND REPLACED WITH ENGINEERED FILL (SEE OVER-EXCAVATION DETAIL). FOOTING BEARING CONDITIONS SEE MASONRY PIER AND LINTEL SCHEDULE ON REBAR SPLICES SHALL OVERLAP AT LEAST 30 BAR DIAMETERS.AND OVER-EXCAVATION PROCEDURES MUST BE CHECKED IN THE FIELD BY A QUALIFIED GEOTECHNICAL ENGINEER. S-102 OMIT STEMWALL AT CU DOOR OPENINGS SEE WALL SECTIONS REGARDING BACKFILL REQUIREMENTS AGAINST FOUNDATION WALLS AND WALL BRACING REQUIREMENTS. SLAB-ON-GRADE SHALL BE SUPPORTED ON A 6" (MINIMUM) LAYER OF CLEAN, FREELY DRAINING GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DRY DENSITY. E +-0-7r--J4, O \ GRANULAR STRUCTURAL FILL SHOULD BE PLACED IN 9" (MAXIMUM) LAYERS COMPACTED TO 95% MAXIMUM DRY DRY DENSITY 0'-0" T o PER ASTM D-1557 (MODIFIED PROCTOR) ALTERNATIVELY FILL MAY CONSIST OF APPROVED COHESIVE SOILS PLACE IN 9" v 0 o \ B 1\i J^`. (MAXIMUM) LAYERS COMPACTED TO AT LEAST 95% MAXIMUM DRY DRY DENSITY PER ASTM D-6987 STANDARD PROCTOR). MOISTURE CONDITION FILL MATERIAL AS REQUIRED TO OBTAIN PROPER COMPACTION. COHESIVE SOILS OR GRANULAR SOILS O L1 _l \ • SI A SIGNIFICANT PERCENTAGE FINES SHALL BE CONDITIONED SO THAT THE MOISTURE CONTENT AT COMPACTION SHALL BE _ O o \_ WITHIN 3% OF OPTIMUM MOISTURE CONTENT. N m N p_p RAMP UP 1:20 /- 0 0 MH FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT LEAST 4'-0" BELOW FINAL GRADE. \ 6" FIBER-REINFORCED CONCRETE SLAB-ON-GRADE OVER 6 MIL POLY z VAPOR BARRIER ON 2" R=10 RIGID INSULATION ON 6" MIN. COMPACTED _ GRANULAR BASE. FLOORS SHALL BE MACHINE TROWELED SMOOTH, omme• D FLAT WITH A MAXIMUM DEVIATION OF 3/16" IN 10 FEET AND LEVEL 0 REINFORCEMENT NOTE: 2 0 ±a-7" \ EXCEPT WHERE PITCH IS SPECIFIED. SAW-CUT 3" DEEP CONTROL r - - 0 II JOINTS ON 12'-0"± X 12'-0"± GRID AND APPLY A HIGH SOLIDS CONTENT N W (-)1 z CURING SEALER WITHIN 12 HOURS OF PLACEMENT. O `J REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-92 in wOMIT STEMWALL AT of W R w FINISH FLOOR ELEV. = ±100'-7" DOOR OPENINGS ALL LAPS SHALL BE CLASS "B" PER ACI 318-95 UNLESS OTHERWISE NOTED ON THE DESIGN DRAWINGS OR UNLESS THE DETAILER + , z TAKES SPECIAL CARE TO TO PROVIDE STAGGERED LAPS. USE TOP BAR LAP LENGTHS FOR ALL HORIZONTAL WALL BARS AND FOR y TOP BARS IN SLABS AND BEAMS OVER 14" DEEP. �`�/`/\J +1 1 -4" 0 LAP LENGTH SHALL BE SPECIFICALLY NOTED ON PLACING DRAWINGS WHERE MORE THAN ONE BAR MAKES UP A CONTINUOUS b / STRING. T-0" 3'-4" 8'-51/2" Co 1`i / J O \ 1U 11 N r- -- CORNER BARS WITH CLASS "B" PER 318-95 LAPS SHALL BE PROVIDED AT ALL WALL CORNERS AND INTERSECTIONS PER ACI 315-92 I m I - Im - q \ D FIGURE II, EXCLUDING UPPER RIGHT DETAIL. �` HORIZONTAL BARS, EXCEPT FOR CONTINUOUS STRINGS FROM ONE CORNER OR AN OPENING TO ANOTHER SHALL BE DETAILED A r l O r Co N z rJ TO SHOW THE DISTANCE FROM AT LEAST ONE END OF THE BAR TO THE NEAREST TO THE NEAREST BUILDING GRID LINE OF WALL. 64'-0" il 010 / -' - - I I / f m N 8.. I 6"Q X 7'-0"CONC FILLED WELDED WIRE FABRIC SHALL BE LAPPED AND/OR ANCHORED TO DEVELOP fy PER ACI 318-95. L J r PIPE BOLLARDS VLu_,REINFORCING STEEL SHALL BE NEW DEFORMED GRADE 60 BILLET BARS FABRICATED AND PLACED IN ACCORDANCE WITH THE Co ��L�J \ 1O1/2" 6" TYP ZQ `� LATEST EDITION OF THE CRSI STANDARDS. A o O MP1 0 1 H TOP OF WALL o OMIT STEMWALL AT •I O J 0 52'-0" ELEV. = 99'-11" o DOOR OPENINGS N D ce / / N _ m L.LO,, / Clo) 32'-0" / 20'-0" / I. OMIT STEMWALL AT Ce �- DOOR OPENINGS TYPICAL TOP OF FOOTING Q S W ELEV. = 96'-0" OMIT STEMWALL AT 7 \ I I I o\ TYPICAL TOP OF PIER DOOR OPENINGS \ Cn 0 N\ \ O rJ ELEV. = 99'-11" � i W Nb , 3'-4" 11'-71/2" Ce Cf)_ I • I r_J / M CI 0 \t-‘1 . L ...Jr r. : 3 1 1 r 1 _1 \ \ \ 0. O Cr)1 Ce CO cn J TOP OF WALL o Q. Lr) I ELEV. = 99'-11" in I L J ' \ Issue: I / `r 5'-0" iJ 9'-11" 09/22/2020 7-6" 5-0" 7-71/2" 24'-2" X 24'-6" / '� / / / 10/08/2020 A N 12" 20'-1 1/2" 1'-2 1/2' 50, 9„ 101/2' / c # f 10/16/2020 0 0 0 4 ® ® 3.9 Document Date: I22 SEPTEMBER 2020 o I 77 I — I 1 1 (sseerE Project Number: cc 20020 \ . � �� - \� - cor FOUNDATION PLAN z Sheet Title: 24'-0" , 3'-4" , 24'-8" , 3/16" = 1'-0" FOUNDATION PLAN \\*--.... 1 CMU WALL SECTION LOOKING WEST Sheet Number: 3/16" = 1'-0"