EXTRA CREDIT OPPORTUNITY: USING PART TWO SKETCH 1. YOU ARE LEADING UP TO A CONCRETE POUR FOR YOUR BUILDING FOUNDATION. YOU HAVE SET FORMS FOR THE BUILDING FOUNDATION AND NEED THEM VERIFIED FOR CORRECT ELEVATION PRIOR TO THE CONCRETE POUR. -YOU HAVE SET YOUR LEVEL UP AND ARE UTILIZING CP-101 ELEVATION FOR YOUR BENCHMARK AND HAVE THE FOLLOWING READING: CP-101 = 6.02 YOUR FORM ELEVATION READINGS (BEGINNING AT THE NORTHEAST BUILDING CORNER) AND WORKING IN A CLOCKWISE DIRECTION CHECKING THE BUILDING CORNER FORMS ARE AS FOLLOWS: C. NE COR. = 1.15 D. SE COR. = 1.15 E. SW COR. = 1.35 F. = 1.15 G. INTERIOR= 1.30 H. NW COR. = 1.15 AS A CONSTRUCTION SUPERINTENDENT, WHAT WOULD YOU DO AFTER CALCULATING THE FOLLOWING FORM ELEVATIONS. (5 POINTS) . 2. YOU HAVE A UNIFORM SUBGRADE ELEVATION FOR YOUR BUILDING FOUNDATION THAT HAS BEEN VERIFIED. YOUR SLAB IS DESIGNED TO BE 12-INCHES THICK. USING THE GIVEN DIMENSIONS AROUND THE PROPOSED BUILDING FOUNDATION, CALCULATE THE CUBIC FEET AND THE CUBIC YARDS OF CONCRETE NEEDED FOR THE FOUNDATION. (3 POINTS) 3. DURING THE BEGINNING OF THE CONSTRUCTION PHASE FOR THIS PROJECT, FEMA HAS REVISED THE FLOOD INSURANCE RATE MAP PANNEL, PLACING YOUR PROJECT IN THE FLOOD PLAIN. WHAT MIGHT YOU EXPECT TO NEED (A SUBMITTAL) AFTER THIS REVISION TO THE FLOOD MAP IN ORDER TO PULL A PERMIT? (2 POINTS)