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8" CMU SILL WALL <br />REINF W/ #5 @ 24" OC <br />5 <br />S3A <br />1 1/2" DEEP <br />COL POCKET- <br />CONC BUMPOUT <br />AT COL TYP <br />SEE CIVIL DWGS FOR <br />RE: PLAN (3) #4 CONT FINISH GRADE OR EO SP, OF — <br />PAVING ELEVATION ,g #4@12" OC <br />VERT EF — <br />2'-6 ' <br />SIM A -A <br />I I I I I 2, 2A/S3A A <br />#4@12" OC <br />T&B CONT- <br />0 <br />COL, BASE PL BEYOND <br />BY PEMB, RE; 1/S1-01 <br />FOR ANCHOR BOLT <br />DETAILS <br />2'-0" <br />12" <br />N 246 T&B MONOLITHIC FOOTING <br />1 1/2" NON SHRINK AND SLAB ON GRADE <br />GROUT11 FIN FL <br />9 1/2" <br />ELEV 0'-0" <br />1 #4@12" OC <br />TOP <br />A T/ FTG ELEV <br />4'-0" 4'-0" <br />RE: PLAN FOUNDATION <br />v <br />DESIGN LOAD <br />• • • . • <br />P GRAVITY = 19K <br />2"x4" <br />3" COVER P UPLIFT = -19K <br />KEYWAY <br />1'-6" AY2'-01'-6" #4@12" OC TYP TYP FOOTING <br />BOT HLATERAL = t12K <br />ALONG SIDE WALL <br />EXTERIOR FTG AT <br />PEMB COLUMN <br />S3A 1/2" = V-0" <br />1 1/2" DEEP <br />:,OL POCKET <br />COL BY PEMB <br />MANUF <br />8" CMU <br />SILL WALL <br />UNDATION <br />SIGN LOAD <br />AVITY <br />UPLIFT <br />K <br />LATERAL <br />TYP FOOTING <br />ALONG ENDWALL <br />S3A 1/2" = V-0" <br />_ +16K <br />_ -18K <br />= t5K <br />GIRT BY PEMB <br />COL, BASE PL AND <br />ANCHOR BOLTS <br />BY PEMB <br />WALL PANEL <br />BY PEMB <br />1 1/2" DEEP <br />COL POCKET <br />CONC BUMPOUT <br />AT COL TYP SEE CIVIL DWGS FOR — <br />RE: PLAN (3) #4 CONT FINISH GRADE OR EO SP, OF--- <br />PAVING ELEVATION --� _ I ttan19" nr <br />#4@12" OC <br />T&B CONT- <br />w� <br />iV U) L~L <br />T/ FTG ELEV. <br />RE: PLAN <br />d- <br />T <br />RE: 2 & 2A/Ic <br />FOR REINFC.,..,,,... <br />SECTION <br />S3A 1/2" = 1'-0" <br />COL, BASE PL AND <br />ANCHOR BOLTS <br />BY PEMB <br />RE: 1/S1-01 FOR <br />ANCHOR BOLT <br />DETAILS <br />2'-0" <br />N #4@ 12" <br />2-#6 T&B <br />EXTERIOR FTG AT <br />PEMB COLUMN <br />S3A S3A 1/2" = 1'-0" <br />9%2" [ 2'-0" <br />MONOLITHIC FOOTING SECT A -A <br />AND SLAB ON GRADE <br />FIN FL <br />ELEV 0'-0" <br />#5@12" OC <br />TOP 2 ONLY <br />#4@12" OC <br />TOP 2A <br />T/ FTG ELEV <br />#4@12" OC <br />BOT <br />TYP STEP FOOTING DETAIL <br />S3A 1/2" = V-0" <br />T/ FTG EL <br />RE: PLAN <br />CONSULTANT: <br />SEAL: GARY MAEDA, PE 68724 <br />ti <br />® NO.66724- <br />STtTE0 <br />s <br />THIS DRAWING SHALL NOT BE USED FOR <br />CONSTRUCTION PURPOSES UNTIL THE SEAL AND <br />SIGNATURE OF THE RESPONSIBLE REGISTRANT <br />APPEARS ON THE DRAWING, AND PROPER PERMIT <br />FORMS AND RELATED FEES ARE TRANSMITTED BY <br />THE OWNER, OWNER'S AGENT OR CONTRACTOR <br />TO THE AUTHORITY HAVING JURISDICTION. <br />DATE <br />ISSUED FOR <br />REV <br />03/29/2021 <br />PEMB COORDINATION <br />05/20/2021 <br />CIVIL SUBMISSION <br />05/20/2021 <br />DUKE COORDINATION <br />06/07/2021 <br />PEMB COORDINATION 02 <br />08/09/2021 <br />CIVIL RESUBMISSION 1 <br />08/25/2021 <br />OWNER REVIEW <br />1 1 /08/2021 <br />REVISED ELEVATIONS <br />1 1 /29/2021 <br />PERMIT SUBMITTAL <br />Project Manager <br />Drawn <br />L. LONG <br />D. GRIFFIN <br />Project Leader <br />Checked <br />L. LONG <br />Date <br />Dept Mgr Approval <br />02/23/2021 <br />G MAEDA <br />Client <br />PALMETTO ZEPHYRHILLS - GALL BLVD., LLC <br />P.O. Box 1615, <br />Thomasville, GA 31799 <br />Office: (229) 226-1 1 77 <br />Contact: Daniel Tubb <br />Project <br />DOLLAR GENERAL <br />Corner of Gall Boulevard and C <br />Avenue, <br />Zephyrhills, FL 33542 <br />(City of Zephyrhills) <br />Store #: 23227 <br />Drawing Title <br />FOUNDATION SECTIONS <br />AND DETAILS <br />DO NOT SCALE DRAWING <br />Project No. <br />Drawing No. <br />JCDT.20.0451 <br />S3A <br />