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DATE SCALE: II PAGE 3 3/12/14 1/4 = 1-0 I I Ix I I Im 32'-011 ----------------------- ----------------------- MONOLITHIG FOOTER „ I I I I I I I I I I I I I I I I I I I I � 1 I I U1 ujI I I i I I I 1 — ONE OF THE 05 REBARS IN THE FOOTER v WILL GO THRU THE 6x6 PT POSTS. 1 I zI „ I I I I I r7r , I I I I I 1 , , ACCORDING TO THE FLORIDA BUILDING CODE ALL EXTERIOR I FOOTERS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE I I I I UNDISTURBED GROUND SURFACE. � I I 1 ----------------------------------------------------------------------- MONOLITHIC FOOTER --------- „ 4'-511 m 10'--111 FOUNDATION PLAN 4'-511 ALL CONCRETE USED ON THIS JOB WILL BE NO LESS THAN 3000 PSI, ALL REBAR USED ON THIS JOB WILL BE NO LESS THAN *5, MONOLITHIC FOUNDATION ,AND SLAB 1) THE FOOTERS FOR THE FOUNDATION WILL BE A GONTINUOUS MONOLITHIC / 3000 PSI FOOTER WITH (2) #5 HORIZONTAL REBARS ON ROD CHAIRS SPACED NO MORE THAN 48" OC, THE RODS WILL BE TIED TO THE CHAIRS. THE MIN LAP FOR IS 25" AND ALL LAPS WILL BE TIED. 2) A 4" / 3000 PSI CONCRETE SLAB OVER 6x6 10/10 WIRE MESH AND A 6 MIL.VISQUEEN VAPOR BARRIER. THE SOIL WILL BE TREATED FOR TERMITES AND BE CLEAN AND COMPACTED. 3) THIS FOUNDATION IS BASED ON A 2000 PSF SOIL BEARING " CAPACITY. O 4) THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING, THE SLAB SHALL BE PLACED OVER A 6MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 3000 P.S.L, 5) REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE © REQUIRED SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR Oro 4 REBAR AND 35" FOR 01 REBAR, SOIL BEARING CAPACITY l S Is THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.(MINIMUM) THE CONTRACTOR / PROPERTY OWNER IS RESPONSIBLE FOR VEIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING. 2x4 FRAME WALL DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5521 OFFICE FAX 352-588-2342 R. S. HANLEY P O BOX 1325 5AN ANTONIO FLA. 33516 EMAIL: hanleyOf v-mbargmali.com 1/2"x6" J-BOLTS 32" OG MAX. O 2/X4 #2 PT BOTTOM PLATE O 4" REINFORCED SLAB 6x6 10/10 WIRE MESH REINFORCEMENT — — — — — — — — — — — — — — - FINISHED GRADE 8" ------------------------------ 20" 12'" ,'f 6 MIL VISQUEEN VAPOR BARRIER M1N -; ; 8" CLEAN, COMPACT AND TREATED SOIL 12" 8" 20 rl FOUNDATION PLAN UTILITY BUILDING 12aO 51= JOB NAME and ADDRESS AARON ZOOK 5050 froth STREET ZEFHYRHILS, FLA. 33542-2143 DAV ID W. SMITH, MS, PE, FLORIDA LIC.# 53608 352-521-0865 OFFICE 352-521-086'1 FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1-10 AND THE FLORIDA BUILDING CODE 2010 EDITION, DAVID W. SMITH, M5. PE, LIC.* 53,608