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• DEFINITION:A RETAINING WALL 15 ANY FOUN- MARK/SIZE&REINFORCING DA11ON WALL STRUCTURAL NOTES PRESSURE AT THEN oRACED AGAINST 501E F20 1'-8'X V-8'X 10" DEEP WITH (2) #4 BOT- FOUNDATION WALLS, FOOTINGS, P/C PLANK TOM BARS EACH WAY MASONRY FOUNDATION WALLS: F24 2'-0'X Z-O*X 10"DEEP WITH (2)14 BOT- BOLDENOW RESIDENCE TDM BARS EACH WAY 70 NORTH SHORE DRIVE FW12 12" FULL HEIGHT BASEMENT FOUN- QRONO MN DATION WALL: SEE DETAIL FW12 FOR F40 3'-4'X 3'-4'X 10'DEEP WITH (5)#4 BOT- REINFORCING AND OTHER INFORMATION. TOM BARS EACH WAY ARCHISTRUCTURES #0105-6 F4$ 4'-0"XC-O'X 12"DEEP WITH (5)#4 BOT- SHALLOW FOUNDATION WALLS: TOM BARS EACH WAY F56 4'-8'X 4'-8'X 12'DEEP WITH (6)94 BOT- SEE ACCOMPANYING LETTER OF CERTIFICATION. CONSTRUCT 51MILAR TO FW12 WALL, EXCEPT TOM BARS EACH WAY SEE'ROOF,FLOOR AND WALL FRAMING"NOTES PROVIDE FOOTING R AT MINIMUM FROST F63 5'-3'X 5'-3'X 12'DEEP WITH (7) 94 BOT- FOR ADDITIONAL INFORMATION. LEVEL ONLY.NO REINFNFORCCININ G REQUIRED. TOM BARS EACH WAY • SW12:12'THICK FOUNDATION WALL. SOIL OUALITY: PIER/ FOOTINGS: MASONRY SQUARE PIERS: FOOTINGS HAVE BEEN DESIGNED TO BEAR ON CONCRETE STRENGTH:MIN.F'c=3000 PSI. 5AT15FAC71ORY SOILS, DEFINED A5 GOOD DOWEL VERTICAL REINFORCING 6'INTO FOOTING. PROVIDE 12' DIAMETER AUGURED ROUND PIER QUALITY, WELL-DRAINING, GRANULAR 501L PIER TYPES ARE NOTED BY THE FOLLOWING (OR 50NOTU13E FORM) WITH (1) #4 VERTICAL CAPABLE OF A MINIMUM 2250 P5F DE51GN MARKS ENCLOSED WITHIN A HEXAGON: BAR FULL HEIGHT OF FOOTING. BELL OUT THE PRESSURE. M12 12'BY 12' MASONRY PIER: (1) #4 VERT- BOTTOM OF THE PIER AT 45 DEGREE ANGLE TO ICAL BAR FULL HEIGHT. FORM AN 8' HIGH FOOTING WITH OVERALL • FOOTINGS SHALL NOT BEAR BELOW WATER TABLE. DIAMETER AS SHOWN ON PLAN. SOIL VERIFICATION: CONTRACTOR SHALL VE- MASONRY WALL PIERS: FOOTING BEARING: RIFY SOIL QUALITY TO BE AS DESCRIBED ABOVE. CENTER WALL PIER IMMEDIATELY BELOW BEAM IF IN DOUBT,INFORM OWNER. OR COLUMN BEARING. DOWEL ALL VERTICAL FROST PROTECTION: FOOTING BEARING ELE- OWNER'S ACTION: IN THE ABSENCE OF A REINFORCING BARS 6' INTO FOOTING. PIER VATION SHALL BE PER MINNESOTA STATE BUIL- 501L REPORT,THE OWNER BEARS PRIMARY RE- TYPES ARE NOTED BY THE FOLLOWING MARKS DING CODE 1300.5500.INCLUDING: SPONSIBILITY FOR ACTUAL SOIL CONDITIONS. IF ENCL05ED WITHIN A HEXAGON. • ZONE 2:BEAR 3'-6"BELOW FINISH GRADE. SOIL QUALITY 15 IN DOUBT,IT IS RECOMMENDED THAT OWNER OBTAIN THE SERVICES OF A RE- M1 PROVIDE(1)94 VERTICAL BAR IN (1) FULL • FROST EXPOSURE: CONTRACTOR TO PRO- G15TERED 501L ENGINEER.OWNER SHALL BEAR HEIGHT GROUTED MASONRY WALL CORE. VIDE ADEQUATE MEANS TO PROTECT FOOT- ANY ADDITIONAL COSTS FOR 501L REPORT, M4 PROVIDE (4) #4 VERTICAL BARS IN (2) INGS AND ALL OTHER STRUCTURE FROM PREPARATION AND STRUCTURAL REDESIGN. FULL HEIGHT GROUTED MASONRY WALL FROST DAMAGE DURING CONSTRUCTION. CORES.ADD#2 HORIZONTAL TIE BARS 0 SOIL EXCAVATION 8'O.C.(EACH COURSE). PRECAST PLANK: INITIAL EXCAVATION: REMOVE 5011.5 DOWN SLABS-ON-GRADE: DESIGN LOADS: DE51GN PLANK FOR ALL CODE TO SUB-GRADE BEARING ELEVATIONS. REQUIRED LOADS, PLUS •REQUIRED TOPPING, ADDITIONAL EXCAVATION: IF UNSUITABLE PERFORMANCE: CONTRACTOR SHALL MAKE PLUS ANY ADDITIONAL LOADS SHOWN ON SOILS ARE ENCOUNTERED AT THE INITIAL SUB- ADEQUATE PROVISION TO MINIMIZE SHRINKAGE DRAWINGS. CONNECT PLANKS FOR MINIMUM GRADE ELEVATION,CONTRACTOR SHALL CARRY OR SETTLEMENT CRACKS. THE FOLLOWING ARE 3009 PER F00T HORIZONTL SHEAR. RECOMMENDED EXCAVATION DEEPER UNTIL SATISFACTORY • PLANK TOPPING: SEE ARCHITECTURAL FOR SOILS ARE FOUND. ALTERNATELY. CONTRACTOR CONCRETE STRENGTH:MIN.F'c=4000 PSI. MINIMUM REQUIRED SLOPE AND DIRECTION OF MAY PROCEED A5 DIRECTED BY 501L ENGINEER. MINIMUM THICKNESS: 4 INCHES. UNLESS SLOPE.MINIMUM TOPPING THICKNE55=2' NOTED GREATER ON DRAWINGS. PLANK BEARING: PRECAST MFR. SHALL BE COMPACTED FILL SLUMP:2'TO 3'PER ASTM C143-90A. RESPONSIBLE FOR DESIGN AND DETAILING OF ALL PLANK BEARING CONDITIONS.PLANK SHALL BELOW FOOTINGS: SHALL BE SATISFACTORY REINFORCEMENT:6 X 6/M.4 X MA WELDED BEAR MINIMUM 5 INCHES ON CONCRETE WALLS SOILS COMPACTED IN 8' TO 12' LIFTS TO WIRE FABRIC. OR STEEL BEAM HEADERS AT ALL LOCATIONS. MINIMUM 98% OF MAXIMUM DRY PEN51TY PER PLANK CONNECTIONS: PRECAST MFR.SHALL ASTM 0698(STANDARD PROCTOR). WALL FOOTINGS: BE RESPONSIBLE FOR DESIGN OF ALL PLANK UNDER SLABS-ON-GRADE: SHALL BE CONNECTION DETAILS. CONNECTIONS SHALL BE SATISFACTORY 501LO COMPACTED SIMILAR TO CONCRETE STRENGTH:MIN.F2=3000 PSI. FOR MINIMUM 6009 PER FOOT IN THE DIRECTION THAT BELOW FOOTINGS. EXCEPT AL50 PROVIDE STEPPED FOOTINGS:STEP AT MAXIMUM RATIO PERPENDICULAR TO WALLMEADER AND 400# A 6'BED OF WELL-GRADED SAND(SW)IMMEDI- OF 6 VERTICAL TO 12 HORIZONTAL STEP AS PER FOOT PARALLEL TO WALLJHEADER. ATELY BELOW SLAB BEARING. NEEDED TO MAINTAIN FOOTING BEARING BELOW DEFLECTION: MAXIMUM ALLOWABLE DEFLEC- AGAINST FOUNDATION WALLS: BACKFILL MINIMUM REQUIRED FROST DEPTH. TION SHALL BE AS FOLLOWS: SHALL BE SATISFACTORYSOILS FREE OF ROCK GENERAL: CENTER FOOTING ON WALL. LAP • FLOORS:TOTAL LOAD:L/360.1/2'MAXIMUM. OR GRAVEL LARGER THAN 2" DIAMETER COM- REINFORCING MINIMUM 16'AT ALL SPLICES. LIVE LOAD: U600 TO MINIMIZE CRACKING PACTED IN 8'TO 12'LIFTS TO MINIMUM 95%OF WHEREVER THERE 15 EXPOSED CONCRETE MAXIMUM DRY DENSITY PER ASTM 0698 WF20 TYPICAL FOOTING: 20" WIDE BY 10' TOPPING. (STANDARD PROCTOR). DEEP WITH (2) 94 BOTTOM BARS AGAINST RETAINING WALLS: BACKFILL SHALL CONTINUOUS. BEARING PADS: RANDOM ORIENTED FIBER BE GOOD QUALITY SAND(5W)FOR MINIMUM 18' WF16 FOOTING:16'WIDE BY 10' DEEP WITH REINFORCED:F'C=3000 PSI. TO 24" AWAY FROM WALL, AND FOR FULL (2)94 BOTTOM BARS CONTINUOUS. MEMBRANE: AT GARAGE AND OTHER LOCA- HEIGHT OF WALL. COMPACT IN 8' TO 12' LIFTS TIONS WHERE PLANK MAY BE EXPOSED TO COR- TO MINIMUM OF 95%OF MAXIMUM DRY DENSITY SQUARE FOOTINGSR05IVE MATERIALS. PROVIDE IMPERMEABLE : PER ASTM P698(STANDARD PROCTOR). MEMBRANE BETWEEN PLANK AND TOPPING PER CONCRETE STRENGTH:MIN.F =3000 P51. PRE-CAST MANUFACTURER"5 REQUIREMENTS. 'c