Answer Happy

1. Calculate the total area of the concrete footing.
2. Determine the amount of rebar needed for the foundation wallsshown in the Figures. Allow for 2 inches of cover. Add 10 percentfor lap and waste to the continuous bars.
3. Determine the cost to install the rebar for the foundationwalls using a productivity of 10.75 labor hours per ton and anaverage labor rate of $25.62 per labor hour.
4. Determine the cost to form the foundation walls in Figuresusing the productivity of 0.125 labor hours per SFCA and an averagelabor rate of $25.62 per labor hour.
5. Using a waste factor of 5 percent, determine the number ofcubic yards of concrete needed to pour the foundation walls shownin the Figures and Assume the wall is 8 inches thick.
NEW PLACE FOUNDATION, PROJECT MH. BEYOND ALL FIREBOK FOODWINT WITH M BOTTON 3 WAY, SUBGRADE - SEE NOTE 17. NEW MASONRY FOUNDATION PROJECT MIN. 6 BEYOND ALL COSPRINT WITH M AT 12 OC. EACH WAY, BOTTOM 3 SUBGRADE SEE NOTE 17. CLR OF FOUNDATION/FLOOR FRAMING PLAN UNDER BEARING WALL (2) LOCATIONS HO SRL P SEE DETAR ( COLUMN, BEAR ON PLATE -6X1-8 X 10" DEEP FOOTING X 10 DEEP FOOTING for the FLOOR A INSTALL SMPSON 'ABMG POST BASE AT THESE (2) LOCATIONS- EXISTING FOOTING AND STEM WALL BELOW -NEW OUR BLOOR A INSTALL SIMPSON ABUEG POST BASE AT THESE (2) LOCATIONS- TO UNDERSIDE O COLUMN, BEAR ON PLATE TIS HOLDOG REMOVED ON TYPICAL SEE ARCH FOR LOCATIONS SEE DETAIL (3 HTYP Estat NEW FOOTING AND STEM WALL CONT, FOOTING, SEE ORIGINAL PLANS T STUDS SPACED AT 16 OC CUT NEW CRAWL SPACE ACCESS NEW MASONRY CHIMNEY/FIREPLACE FOUNDATION, PROJECT MIN. 6 BEYOND ALL SIDES OF FIREBOK FOOTPRINT WITH MY AT 12" OC. EACH WAY. SUBORADE SEE NOTE 17. 4X4 POST (3) LOCATIONS COLUMN BEAR ON PLATE AND FOOTING BELOW -FOUNDATION VENTS PER A MIN. OF 2-0 AWAY FROM FOUNDATION WINDOWS. FOUNDATION/FLOOR FRAMING NOTES: -PROVIDE NEW 2 x 8 P.T. LEDGER CIA EMBED NEW FOOTTO DISTING FOUNDATIONS WITH & MN. EMBEDMENT IN SIMPSON SET EPOKY TYPICAL MATCH DESTING ALL CONT. FOOTING, SEE ORIGINAL PLANS. EMBED AT 16" 0.c. HO▬▬B▬
NEW MASONRY- CHIMNEY/REPLACE FOUNDATION, PROJECT MIN. 6 BEYOND ALL SIDES OF FIREBOK FOOTPRINT WITH AT 12 OC. EACH WAY, BOTTOM 3 CUR OF SUBGRADE - SEE NOTE 17. 6€ NEW MASONRY CHIMNEY/FIREPLACE FOUNDATION, PROJECT MN. 6 BEYOND ALL SIDES OF FIREBOK FOOTPRINT WITH # AT 12 OC. EACH WAY, BOTTOM 3 CUR OF SURGRADE - SEE NOTE 17. SUBGRADE 153.0 ABOVE -NEW DOUBLE 2 X 12 UNDER BEARING WALL -NEW 4 X 4 POST (2) LOCATIONS ZA X71/4" NO 8 DETAL ( ABOVE NEW 1'-6" X 1-6- X 10" DEEP FOOTING AT NEW 4X4 POST NEW 1'-6" X 1-6 x 10" DEEP FOOTING AT NEW 4X4 POST- NEW 6 X WOOD COLUMN PROJECT THROUGH FLOOR AND INSTALL SIMPSON 'ABU' POST BASE AT THESE (2) LOCATIONS- NEW XWOOD- COLUMN, BEAR ON PLATEX 12 EXISTING FOOTING AND STEM WALL BELOW NEW 6X6 WOOD COLUMN PROJECT THROUGH FLOOR AND INSTALL SIMPSON 'ABU' POST BASE AT THESE (2) === 343 LOCATIONS- LOCATIONS- TE S HE 4X 12- OUT NEW CRAW SPACE ACCESS 2-0 2X STUD INFILL AT- REMOVED WINDOWS TYPICAL SEE ARCH. FOR LOCATIONS. SILL PLATE-SEE S 2-0 MIN 22) SIMPSON HAPP. 38 NEW FOOTING AND STEM WALL MATCH EXISTING 1-6" x 10" DEEP CONT, FOOTING, SEE ORIGINAL PLANS. NEW 2 X 6 STUD WALL WITH cata STUDS SPACED AT 16" O.C. PLOCHA CUT NEW CRAW SPACE ACCESS 2-0 2-0 MH., -4 X 4 POST (3) LOCATIONS SMPSON WITH -NEW MASONRY CHINNEY/FIREPLACE FOUNDATION, PROJECT MIN. 6 BEYOND ALL SIDES OF FIREBOK FOOTPRINT WITH AT 12" 0.C. EACH WAY, BOTTOM 3 CUR OF SUBGRADE SEE NOTE 17. PHOLDSOP NEW 2 X 8 FLOOR JOISTS AT 16 Oc OC -NEW 6 X WOOD COLUMN, BEAR ON PLATE -EXISTING STEM WALL AND FOOTING BELOW SIMPSON CUT NEW CRAW SPACE ACCESS 2-0 2-0 MN- HOU DO WS SSTERM DE ANCHO -PROVIDE NEW 2 X 8 P.T. LEDGER. SECURE TO EXISTING STEM WALL WITH 5/8 CIA x 4 EMBED. AT 16" O.C. EMBED NEW FOOTING AND STEM WALL NORIZONTAL REBAR INTO EXISTING FOUNDATIONS WITH 6 MIN. EVBEDMENT IN SIMPSON SET EPOKY TYPICAL