Activity 6-3-Footing Forms Refer to Print 6-3 and Quantity Spreadsheet No. 6-3 in the online learner resources. Calculate the linear feet of metal forms required for the footings. In addition, calculate the volume (in cu yd) of concrete and amount of reinforcing steel (in lf) required for the footings. Also calculate the material costs for the concrete with the unit cost of $70/cu yd. Include a 2% waste factor for the concrete. FOUNDATION NOTES -Y N- 1 RE DOACCI RECESSED MOP BASIN DETAIL SART SHEAR MALL DETAL UNA 2.22.22 GORTA SA MEA --sAraML OU PARAMBUT FOUNDATION PLAN FLOOR SLAB AREA . SON Lotvo E-2000 BUH QUANTITY SPREADSHEET Shost No. Project: Estimator Checked: Footing Forms Concrete Exterior Interior A' B D E F G H 1 J L M Starting in lower-left corner and progressing counterclockwise NO 0 P Starting in lower-left corner and progressing counterclockwise R S T U OP 0.00 out 22.29 cut Footing length Concrete volume Columns Total volume Total volume Total volume with waste 22.29 out 0.83 cu yd 0.84 cu yd cu yd Concrete unit cost Concrete total cost $0.00 0 Subtotal 0 Subtotal Total Footing Form Reinforcing Steel Rebar Or OP FOUNDATION NOTES ALL FOOTINGS ARE 20" w/2-14 BARS, CONTINUOUS, UNLESS NOTED OTHERWISE. 2. VERIFY DEPTH OF FOOTING BELOW GRADE WITH LOCAL CODE 3. CONCRETE BLOCK COURSING STARTS AT TOP OF FOOTING WITH CRS #1 4. SEE ELECTRICAL SHEETS FOR LOCATIONS OF CONDUIT RUNS. 5. SEE PLUMBING PLAN FOR LOCATION OF PIPING RUNG 6. AT DOOR OPENINGS PROVIDE 3-4 BARS AT 12 ON CENTER x 2-0 LONG, WE PROJECTION AS INDICATED ON FOUNDATION PLAN POUR SLAB THROUGH OPENING. PROVIDE CONTRO. JOINT CENTERED ON WALL. 7. ALL FOOTINGS ARE DESIGNED FOR 3000 P.S.F. SOIL BEARING PRESSURE. VERIFY SOIL BEARING CAPACITY BEFORE PLACING FOOTINGS. 8. PROVIDE "DIA, 18 A.B.W/3" HOOKS 32 oC, TYPICAL IN STUD WALLS, GROUT BLOCK SOLID SEE SHEET 8 FOR SIZE AND LOCATION 2- aw 4' SHEAR WALL 14-4% w 16 SHEAR WALL ANCHOR BOLT LOCATION FRP OVER % PLYWOOD (3) 26 STUDS - THO (2) PULL HEIGHT STUDS AND ONE (1) JACK STUD AT WINDOW OPENING 1 PLYWOOD EACH SIDE OF STUDS F115 TLE BASE 4-1 DIA, BOLTS SIMPSON HD2OA HOLD DOWN ANCHOR AT EACH END OF SHEAR WALL FT-2 KITCHEN TILE IM (2) 5 HOOKED DOWELS AT EACH END OF SHEAR WALL 1% DIA, x 24" LG. ANCHOR BOLT W DOUBLE NUT WASHER AT BOTTOM . IL II 1.11. h 4" CONCRETE SLAB . N GROUT BLOCK SOLID AT Dores ANCHOR BOLTS 3' DRAIN LINE 24" WD. x 12 DP x 8-OLG. SHEAR WALL FOOTING wi(3) 4's BOTTOM 3 RECESSED MOP BASIN DETAIL SCALE 16.10 B 3 SHEAR WALL DETAIL SCALE: %. 1-0 87-8 12-4 75'-4" 21-0 14'-8 2-8 76% LIP AVA SEE FOUNC NOTE EL. -8 "RIGID INSULATION ON EXTERIOR WALLS (TYPICAL) 16x8 CONC FOOTING COOLER/FREEZER SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4" CONCRETE SLAB w/- WI.4x1.4 WF. OVER 6 ML VAPOR BARRIER OVER 4" GRANULAR FILL (1)-14 BAR LONG CENTERED IN SLAB 4'-7 RECESSED MOP BASIN SEE DETAIL AVB TOP OF HATCHED BLOCK EL. IOO - (TYPICAL) B 7A 7A 16x0 CONC FOOTING 1/4 DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS NEACH END OF SHEAR WALL. SEE DETAIL BV XV. 76 X (1)-14 BAR 50 LONG CENTERED IN SLAB 4-4" 3-8" SFF FOUNDATION 87-8 75'-41 14-8 39-89 2-8 2-8 40x42x12 CONCRETE FOOTING AT PIER ONLY W/14'5 o 12" EA WAY BOTTOM og 1-8" SEE FOUNDATION NOTE 16 ZA EL. -89 B ! 36" LONG IN SLAB CONTROL ANDIOR CONSTRUCTION JOINTS (TYP.) SAVED JOINT WITHIN 24 HOURS OF SLAB POUR FLOOR SLAB AREA UNEXCAVATED CONTROL ANDIOR CONSTRUCTION JOINTS (TYP) 16 SAVED JOINT WITHIN 24 HOURS OF SLAB POUR FLOOR SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4* CONCRETE SLAB web - WI4W1.4 WWF OVER 6 MIL. VAPOR BARRIER OVER 4" GRANULAR FILL EXTENT OF SHEAR WALL FOOTING 24" WD. XI DP.x 8-0 LG. SHEAR WALL FOOTING W(3) 14's BOTTOM TOP -2-8 NOTE: DESIGN SOIL BEARING 3000 PSF. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO EMPLOY A QUALIFIED REGISTERED PROFESSIONAL ENGINEER TO INVESTIGATE AS REQUIRED, THE EXISTING SITE AND SOIL CONDITIONS TO DETERMINE IF THE SOIL BEARING SHOWN ON THE PLAN 15 ADEGUATE FOR THE SITE CONDITIONS (1)-14 BAR 36 LONG CENTERED IN SLAB 1/4 DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS IN EACH END OF SHEAR WALL. SEE DETAIL BV + BAR 36 LONG ERED IN SLAB SEE FOUNDATION NOTE 40x42x12 CONCRETE FOOTING AT PIER ONLY 14'S 12" EAWAY BOTTOM 2-8 2-8 X (1)-14 BAR 50 LONG CENTERED IN SLAB 4-4" 3-8" SEE FOUNDATION NOTE 16 FLOOR SLAB AREA UNEXCAVATED ROUGH-IN FOR ELECTRICAL SUPPLY. SEE SHEETS 124 ISA FOR EXACT LOCATION 100.00 SLAB ELEVATION 4* CONCRETE SLAB web - WI4 WI4 WWF OVER 6 MIL. VAPOR BARRIER OVER 4 GRANULAR FILL SEE FOUNDATION NOTE 46 NOTE: DESIGN SOIL BEARINS 3000 PSF. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO EMPLOY A QUALIFIED REGISTERED PROFESSIONAL ENGINEER TO INVESTIGATE AS REQUIRED, THE EXISTING SITE AND SOIL CONDITIONS TO DETERMINE IF THE SOIL BEARING SHOWN ON THE PLAN IS ADEGUATE FOR THE SITE CONDITION6. (1)-114 BAR 36" LONG CENTERED IN SLAB (1)-614 BAR 36 LONG CENTERED IN SLAB (1)-#4 BAR 36" LONG CENTERED IN SLAB SEE FOUNDATION NOTE EL. - H 7B 2- 13-4 15-O 13-8 - 87-8 16'x" CONC FOOTING 1% DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS NEACH END OF SHEAR WALL. SEE DETAIL BVB Print6-3.pdf (1)-14 BAR LONS CENTERED IN SLAB 3-8" SEE FOUNDATION NOTE 16 ROUGH-IN FOR ELECTRICAL SUPPLY. SEE SHEETS 124 ISA FOR EXACT LOCATION SEF FOUNDATION NOTE 16 (1)-14 BAR 36 LONG 1CENTERED IN SLAB CENTER EL. -8" 78 7YWY LI 13-4 6-8 15-0 F 3-4 3-2 I RIGID INSULATION ON EXTERIOR WALLS (TYPICAL) 16'x' CONC FOOTING COOLER/FREEZER SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4" CONCRETE AB w/Exb - WI.4x1.4 WWF. OVER 6 MIL. VAPOR BARRIER OVER 4" GRANULAR FILL EL. - 4-2 CENTE RECESSED MOP BASIN SEE DETAIL AVP 15-4 EL. -8 TOP OF HATCHED BLOCK EL. 100 - (TYPICAL D 7A 7A 16xBCONC. FOOTING 1X DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS IN EACH END OF SHEAR WALL. SEE DETAIL BVB 45'-0" (1)-14 BAR ** LONG CENTERED IN SLAB 3-8" SEE FOUNDATION NOTE 16 41-4 9-4" ROUGH-IN FOR B.ECTRICAL SUPPLY. SEE SHEETS 12 15A FOR EXACT LOCATION 22-0 0-. SEE FOUNDATION NOTE NO 87-8 12-4 75-4" 21-0 14'-8 2-8 LP SEE FOUNDATION NOTE 6 EL. -8 I RIGID INSULATION ON EXTERIOR WALLS (TYPICAL) EL 16 XB* CONC FOOTING COOLER/FREEZER SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4" CONCRETE SLAB WEXO - WI.4.dhl.4 WF. OVER 6 MIL. VAPOR BARRIER OVER 4" GRANULAR FILL d (1)--4 BAR ** LONG CENTERED IN SLAB 4-2 1-61 RECESSED MOP BASIN SEE DETAIL AVP TOP OF HATCHED BLOCK EL. 100-0 (TYPICAL) B 7A 16"x" CONC FOOTING 1% DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS IN EACH END OF SHEAR WALL. SEE DETAIL BV Activity 6-3-Footing Forms Refer to Print 6-3 and Quantity Spreadsheet No. 6-3 in the online learner resources. Calculate the linear feet of metal forms required for the footings. In addition, calculate the volume (in cu yd) of concrete and amount of reinforcing steel (in lf) required for the footings. Also calculate the material costs for the concrete with the unit cost of $70/cu yd. Include a 2% waste factor for the concrete. FOUNDATION NOTES -Y N- 1 RE DOACCI RECESSED MOP BASIN DETAIL SART SHEAR MALL DETAL UNA 2.22.22 GORTA SA MEA --sAraML OU PARAMBUT FOUNDATION PLAN FLOOR SLAB AREA . SON Lotvo E-2000 BUH QUANTITY SPREADSHEET Shost No. Project: Estimator Checked: Footing Forms Concrete Exterior Interior A' B D E F G H 1 J L M Starting in lower-left corner and progressing counterclockwise NO 0 P Starting in lower-left corner and progressing counterclockwise R S T U OP 0.00 out 22.29 cut Footing length Concrete volume Columns Total volume Total volume Total volume with waste 22.29 out 0.83 cu yd 0.84 cu yd cu yd Concrete unit cost Concrete total cost $0.00 0 Subtotal 0 Subtotal Total Footing Form Reinforcing Steel Rebar Or OP FOUNDATION NOTES ALL FOOTINGS ARE 20" w/2-14 BARS, CONTINUOUS, UNLESS NOTED OTHERWISE. 2. VERIFY DEPTH OF FOOTING BELOW GRADE WITH LOCAL CODE 3. CONCRETE BLOCK COURSING STARTS AT TOP OF FOOTING WITH CRS #1 4. SEE ELECTRICAL SHEETS FOR LOCATIONS OF CONDUIT RUNS. 5. SEE PLUMBING PLAN FOR LOCATION OF PIPING RUNG 6. AT DOOR OPENINGS PROVIDE 3-4 BARS AT 12 ON CENTER x 2-0 LONG, WE PROJECTION AS INDICATED ON FOUNDATION PLAN POUR SLAB THROUGH OPENING. PROVIDE CONTRO. JOINT CENTERED ON WALL. 7. ALL FOOTINGS ARE DESIGNED FOR 3000 P.S.F. SOIL BEARING PRESSURE. VERIFY SOIL BEARING CAPACITY BEFORE PLACING FOOTINGS. 8. PROVIDE "DIA, 18 A.B.W/3" HOOKS 32 oC, TYPICAL IN STUD WALLS, GROUT BLOCK SOLID SEE SHEET 8 FOR SIZE AND LOCATION 2- aw 4' SHEAR WALL 14-4% w 16 SHEAR WALL ANCHOR BOLT LOCATION FRP OVER % PLYWOOD (3) 26 STUDS - THO (2) PULL HEIGHT STUDS AND ONE (1) JACK STUD AT WINDOW OPENING 1 PLYWOOD EACH SIDE OF STUDS F115 TLE BASE 4-1 DIA, BOLTS SIMPSON HD2OA HOLD DOWN ANCHOR AT EACH END OF SHEAR WALL FT-2 KITCHEN TILE IM (2) 5 HOOKED DOWELS AT EACH END OF SHEAR WALL 1% DIA, x 24" LG. ANCHOR BOLT W DOUBLE NUT WASHER AT BOTTOM . IL II 1.11. h 4" CONCRETE SLAB . N GROUT BLOCK SOLID AT Dores ANCHOR BOLTS 3' DRAIN LINE 24" WD. x 12 DP x 8-OLG. SHEAR WALL FOOTING wi(3) 4's BOTTOM 3 RECESSED MOP BASIN DETAIL SCALE 16.10 B 3 SHEAR WALL DETAIL SCALE: %. 1-0 87-8 12-4 75'-4" 21-0 14'-8 2-8 76% LIP AVA SEE FOUNC NOTE EL. -8 "RIGID INSULATION ON EXTERIOR WALLS (TYPICAL) 16x8 CONC FOOTING COOLER/FREEZER SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4" CONCRETE SLAB w/- WI.4x1.4 WF. OVER 6 ML VAPOR BARRIER OVER 4" GRANULAR FILL (1)-14 BAR LONG CENTERED IN SLAB 4'-7 RECESSED MOP BASIN SEE DETAIL AVB TOP OF HATCHED BLOCK EL. IOO - (TYPICAL) B 7A 7A 16x0 CONC FOOTING 1/4 DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS NEACH END OF SHEAR WALL. SEE DETAIL BV XV. 76 X (1)-14 BAR 50 LONG CENTERED IN SLAB 4-4" 3-8" SFF FOUNDATION 87-8 75'-41 14-8 39-89 2-8 2-8 40x42x12 CONCRETE FOOTING AT PIER ONLY W/14'5 o 12" EA WAY BOTTOM og 1-8" SEE FOUNDATION NOTE 16 ZA EL. -89 B ! 36" LONG IN SLAB CONTROL ANDIOR CONSTRUCTION JOINTS (TYP.) SAVED JOINT WITHIN 24 HOURS OF SLAB POUR FLOOR SLAB AREA UNEXCAVATED CONTROL ANDIOR CONSTRUCTION JOINTS (TYP) 16 SAVED JOINT WITHIN 24 HOURS OF SLAB POUR FLOOR SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4* CONCRETE SLAB web - WI4W1.4 WWF OVER 6 MIL. VAPOR BARRIER OVER 4" GRANULAR FILL EXTENT OF SHEAR WALL FOOTING 24" WD. XI DP.x 8-0 LG. SHEAR WALL FOOTING W(3) 14's BOTTOM TOP -2-8 NOTE: DESIGN SOIL BEARING 3000 PSF. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO EMPLOY A QUALIFIED REGISTERED PROFESSIONAL ENGINEER TO INVESTIGATE AS REQUIRED, THE EXISTING SITE AND SOIL CONDITIONS TO DETERMINE IF THE SOIL BEARING SHOWN ON THE PLAN 15 ADEGUATE FOR THE SITE CONDITIONS (1)-14 BAR 36 LONG CENTERED IN SLAB 1/4 DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS IN EACH END OF SHEAR WALL. SEE DETAIL BV + BAR 36 LONG ERED IN SLAB SEE FOUNDATION NOTE 40x42x12 CONCRETE FOOTING AT PIER ONLY 14'S 12" EAWAY BOTTOM 2-8 2-8 X (1)-14 BAR 50 LONG CENTERED IN SLAB 4-4" 3-8" SEE FOUNDATION NOTE 16 FLOOR SLAB AREA UNEXCAVATED ROUGH-IN FOR ELECTRICAL SUPPLY. SEE SHEETS 124 ISA FOR EXACT LOCATION 100.00 SLAB ELEVATION 4* CONCRETE SLAB web - WI4 WI4 WWF OVER 6 MIL. VAPOR BARRIER OVER 4 GRANULAR FILL SEE FOUNDATION NOTE 46 NOTE: DESIGN SOIL BEARINS 3000 PSF. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO EMPLOY A QUALIFIED REGISTERED PROFESSIONAL ENGINEER TO INVESTIGATE AS REQUIRED, THE EXISTING SITE AND SOIL CONDITIONS TO DETERMINE IF THE SOIL BEARING SHOWN ON THE PLAN IS ADEGUATE FOR THE SITE CONDITION6. (1)-114 BAR 36" LONG CENTERED IN SLAB (1)-614 BAR 36 LONG CENTERED IN SLAB (1)-#4 BAR 36" LONG CENTERED IN SLAB SEE FOUNDATION NOTE EL. - H 7B 2- 13-4 15-O 13-8 - 87-8 16'x" CONC FOOTING 1% DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS NEACH END OF SHEAR WALL. SEE DETAIL BVB Print6-3.pdf (1)-14 BAR LONS CENTERED IN SLAB 3-8" SEE FOUNDATION NOTE 16 ROUGH-IN FOR ELECTRICAL SUPPLY. SEE SHEETS 124 ISA FOR EXACT LOCATION SEF FOUNDATION NOTE 16 (1)-14 BAR 36 LONG 1CENTERED IN SLAB CENTER EL. -8" 78 7YWY LI 13-4 6-8 15-0 F 3-4 3-2 I RIGID INSULATION ON EXTERIOR WALLS (TYPICAL) 16'x' CONC FOOTING COOLER/FREEZER SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4" CONCRETE AB w/Exb - WI.4x1.4 WWF. OVER 6 MIL. VAPOR BARRIER OVER 4" GRANULAR FILL EL. - 4-2 CENTE RECESSED MOP BASIN SEE DETAIL AVP 15-4 EL. -8 TOP OF HATCHED BLOCK EL. 100 - (TYPICAL D 7A 7A 16xBCONC. FOOTING 1X DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS IN EACH END OF SHEAR WALL. SEE DETAIL BVB 45'-0" (1)-14 BAR ** LONG CENTERED IN SLAB 3-8" SEE FOUNDATION NOTE 16 41-4 9-4" ROUGH-IN FOR B.ECTRICAL SUPPLY. SEE SHEETS 12 15A FOR EXACT LOCATION 22-0 0-. SEE FOUNDATION NOTE NO 87-8 12-4 75-4" 21-0 14'-8 2-8 LP SEE FOUNDATION NOTE 6 EL. -8 I RIGID INSULATION ON EXTERIOR WALLS (TYPICAL) EL 16 XB* CONC FOOTING COOLER/FREEZER SLAB AREA UNEXCAVATED 100.00 SLAB ELEVATION 4" CONCRETE SLAB WEXO - WI.4.dhl.4 WF. OVER 6 MIL. VAPOR BARRIER OVER 4" GRANULAR FILL d (1)--4 BAR ** LONG CENTERED IN SLAB 4-2 1-61 RECESSED MOP BASIN SEE DETAIL AVP TOP OF HATCHED BLOCK EL. 100-0 (TYPICAL) B 7A 16"x" CONC FOOTING 1% DIA. x 24" LG. ANCHOR BOLT BETWEEN TWO #5 HOOKED DOVELS IN EACH END OF SHEAR WALL. SEE DETAIL BV