Laserfiche WebLink
Y <br />M <br />Cn <br />/AMERICAN CONCRETE INdU5TR1E5, INC. <br />350 North Rode Road / Fort Pierce, Florida 34945 <br />(772) 464 1187 fax (772) 595-9050 <br />36" DI o es: <br />_ 1. All concrete hos o minimum compressive <br />6" 24" 6 strength of 4000 psi at 28 days. <br />2 Type 11 Cement. <br />3. Reinforcing steel is Grade 60 rebor with 2" <br />minimum cover unless noted otherwise. Conforms <br />with Index 232- <br />4. <br />324. Lifting holes taper from 2 1/2"0 to 2"0. <br />A 5. All pipe openings shall receive 1 — extra 14 <br />bar each side & above pipe opening. Bars to have <br />1 1/2" min. hole clearance. Side bars to overtop <br />top bars 3" min. Top bar to overlap side bars min. <br />6". Corner holes shall have 4 extra 14 bars above <br />the hole (continuous around comer evenly spaced). <br />Tie to the outside of vertical wall reinforcement. <br />Hole Up 7 1/2" <br />15" RCP Up 12" <br />US Foundry J4155-6614 <br />Frame and <br />`I— <br />Jl4 0 12" O.C.E.W. <br />to Grade <br />ontractor <br />P 12" o.C.E.W. or Equal <br />O <br />TYPE "C" Mja <br />0'-15' <br />16th Street & 20th Avenue <br />Vero Beach <br />Grote: 19.00 <br />E Inv: 13.40 <br />Inv: — <br />Inv: — <br />Inv <br />Bottom: 1240 <br />Weight: 5900 lbs <br />109 <br />m <br />A <br />L <br />n <br />io <br />M <br />Cn <br />/AMERICAN CONCRETE INdU5TR1E5, INC. <br />350 North Rode Road / Fort Pierce, Florida 34945 <br />(772) 464 1187 fax (772) 595-9050 <br />36" DI o es: <br />_ 1. All concrete hos o minimum compressive <br />6" 24" 6 strength of 4000 psi at 28 days. <br />2 Type 11 Cement. <br />3. Reinforcing steel is Grade 60 rebor with 2" <br />minimum cover unless noted otherwise. Conforms <br />with Index 232- <br />4. <br />324. Lifting holes taper from 2 1/2"0 to 2"0. <br />A 5. All pipe openings shall receive 1 — extra 14 <br />bar each side & above pipe opening. Bars to have <br />1 1/2" min. hole clearance. Side bars to overtop <br />top bars 3" min. Top bar to overlap side bars min. <br />6". Corner holes shall have 4 extra 14 bars above <br />the hole (continuous around comer evenly spaced). <br />Tie to the outside of vertical wall reinforcement. <br />Hole Up 7 1/2" <br />15" RCP Up 12" <br />US Foundry J4155-6614 <br />Frame and <br />`I— <br />Jl4 0 12" O.C.E.W. <br />to Grade <br />ontractor <br />P 12" o.C.E.W. or Equal <br />O <br />TYPE "C" Mja <br />0'-15' <br />16th Street & 20th Avenue <br />Vero Beach <br />Grote: 19.00 <br />E Inv: 13.40 <br />Inv: — <br />Inv: — <br />Inv <br />Bottom: 1240 <br />Weight: 5900 lbs <br />109 <br />