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1 1/2" DEEP <br />COL POCKE- <br />PEMB <br />EXTENDED <br />SLAB <br />FOUNDATION <br />DESIGN LOAD <br />PGRAVITY UPLIFT = 14K <br />PUPLIFT = -15K <br />HLATERAL = t4K <br />TYP FOOTING <br />io ALONG END WALL <br />S3 1/2" = 1'-0" <br />WALL PANEL <br />BY PEMB <br />SEE CIVIL DWGS FOR <br />FINISH GRADE OR <br />ASPHALT PAVING <br />ELEVATION <br />3" COVER <br />TYP <br />EXTENDED — <br />EDGE OF SLAB <br />SHADED AREA INDICATES PORTION <br />\ OF COLUMN FOOTING THAT SHALL <br />BE HELD DOWN 0'-8" FROM <br />FINISHED FLOOR <br />(REF DETAIL 2/S3) <br />NOTE: <br />- BASE ANGLE FOR <br />WALL PANEL AND <br />FASTENERS BY PEMB <br />#4 @ 12" DWLS <br />2'-0" <br />i <br />• <br />\ 1 <br />• • 1 <br />2'-0" (2) #5 CONT <br />T&B <br />TURNDOWN SLAB <br />1 1 ALONG END AND SIDE WALL <br />S3 1 /2" = V-0" <br />2\ <br />FT86 <br />— — — — — — — — — — — — — — — — <br />� I <br />I I I <br />I I <br />I I <br />I I <br />7„ 7„ L — <br />1 DEEP <br />COL <br />POCKET <br />COL BY <br />N PEMB <br />MANUF <br />H <br />4'-0" 4'-0" <br />TYP FOOTING <br />12ALONG SIDE WALL <br />S3 1/2" = V-0" <br />SLAB ON GRADE <br />FIN FL <br />ELEV U-0" <br />0 <br />0 <br />I <br />N <br />\ EDGE OF <br />SLAB <br />FOUNDATION <br />DESIGN LOAD <br />PGRAVITY = +8K <br />PUPLIFT = -14K <br />HLATERAL = t6K <br />EDGE <br />SLAB <br />0 <br />i� <br />0 <br />I <br />1/2" DEEP <br />)L POCKET <br />\\\— <br />COL BY PEMB <br />MANUF <br />x <br />\\V <br />8" CMU <br />L �\\ <br />J SILL WALL <br />FOUNDATION <br />DESIGN LOAD <br />GRAVITY = +16K <br />1'-6" 2'-6" <br />UPLIFT = -18K <br />K <br />LATERAL = t5K <br />TYP FOOTING <br />7 ALONG <br />ENDWALL <br />S3 1 /2" - V-0" <br />6 <br />1 -8 <br />EXTENDED <br />8" <br />2'-4" <br />EDGE OF SLAB <br />I <br />H <br />COL BY PEMB <br />MANUF <br />— — — — — <br />— — — — — — — <br />EDGE OF <br />SLAB I <br />I� <br />0 <br />0 <br />I <br />� <br />— — — <br />— — — — — — — <br />4» 4,> <br />Qc <br />1 1/2" DEEP <br />COL POCKET d <br />8„ <br />' <br />EDGE OF <br />SLAB --� <br />8" CMU <br />� <br />I <br />SILL WALL <br />I FOUNDATION <br />DESIGN LOAD <br />P GRAVITY = +7K <br />1'-0" <br />P UPLIFT = -6K <br />H LATERAL = t1 K <br />1'-6" <br />3'-6" <br />FOOTING <br />AT FRONT <br />CORNER <br />S3 1 /2" = 1'-0" <br />2' 0" <br />I <br />J <br />1 1/2" DEEP <br />EDGE OF <br />SLAB <br />FT4 <br />0 <br />I <br />4 4 <br />COL POCKET <br />N <br />I <br />N <br />N <br />o <br />O <br />-N <br />1 EDGE <br />SLAB <br />O <br />COL BY PEMB <br />FOUNDATION <br />2'-2%2" H 9%2" <br />MANUF <br />DESIGN LOAD <br />EXTENDED <br />PGRAVITY <br />= +7K <br />" " <br />3'- 0 1'-0 <br />EDGE OF SLAB <br />PUPLIFT <br />= -7K <br />HLATERAL <br />= t2K <br />E <br />\9\ <br />FOOTING <br />AT FRONT <br />CORNER <br />S3 1/2" = 1 '-0" <br />1/2" DIA x 2'-0" SMOOTH BAR <br />AT 12" OC AT ALL DOOR <br />LOCATIONS <br />4" CONC SLAB WITH <br />#4@12" OC EW OVER <br />4" AGGREGATE BASE <br />REF ARCH FOR SLAB ELEV <br />TURN DOWN SLAB REQUIRED <br />EGRESS DOOR <br />SEE CIVIL DWGS FOR FINISH ` <br />GRADE OR ASPHALT PAVING <br />ELEVATION ONLY <br />#4DWL@12"OC� <br />#5 CONT T&B <br />8" <br />3/8" EXP JT <br />THRESHOLD <br />RE: ARCH <br />SLOPE SLAB ON GRADE FIN FL <br />ELEV 0'-0" <br />IX <br />• • <br />oo� o 00 �� �\\ <br />\lll <br />08 ' ' 1 (4) #4 @ 12" TOP EXTEND 3'-0" <br />1 BEYOND EA SIDE OF DOOR <br />OPENING (BEND AT ENTRY) <br />RE: PLAN RE: FTG SCHEDULE <br />FOR REINF T & B <br />1'-0" <br />TURNDOWN SLAB ON <br />THREE SIDES DOWEL TO <br />BLDG TUNDOWN SLAB <br />SECTION AT ENTRANCE <br />\\ AND EXITS WITH SIDEWALK <br />S3 1/2" = 1'-0" <br />5 <br />— — — — — — — — — — — — — — - <br />I I I <br />FT6 <br />co <br />I <br />0 <br />1 <br />N <br />MU _I <br />- WALL <br />I <br />3'-0" H 3'-0" FOUNDATION <br />DESIGN LOAD <br />P GRAVITY = +8K <br />PUPLIFT = -9K <br />H LATERAL = t6K <br />TYP FOOTING <br />ALONG SIDE WALL <br />S3 1 /2" = 1 T-0" <br />L� <br />EXTENDED <br />EDGE OF SLAB <br />COL BY PEMB <br />MANUF— — — — <br />EDGE OF �\ <br />SLAB O <br />1'-6" <br />2'-2%2„ 9/2„ <br />H <br />EXTENDED <br />EDGE OF SLAB <br />o <br />0 <br />I I <br />— — — — — — — — — — <br />I <br />1 1/2" DEEP <br />COL POCKET <br />� I <br />--------1-- \ -- ---J <br />I I <br />EDGE OF <br />SLAB <br />L2'-O„ <br />\ FOOTING AT REAR CORNER <br />S3 1/2" = 1 '-0" <br />JOINTS SHALL BE FILLED TYP SHRINKAGE <br />FLUSH WITH JOINT FILLER JOINT (SJ) <br />TYP CONST JOINT <br />1/8"x t/4 SAWCUT OR t/ IF NEEDED <br />PREMOLDED INSERT <br />t/3 <br />t x x x <br />oho o° o o° o°o Q° °° o°o °� 4 0°0 <br />° o ° o 0 0 0° o 0 0° o°o <br />-1 1 1 11 I I I I I d I 11 1-I 1 III \ III -III' 1 1 1-I 111 11 1-1 1 1-1 11 11 1-1 11 <br />PREPARED VAPOR RETARDER <br />SUBGRADE LAP JOINTS MINIMUM 6" <br />AGGREGATE BASE AND SEAL WITH PRESSURE <br />OR COMPACTED SENSITIVE TAPE. <br />GRANULAR FILL <br />NOTE: <br />1. SAW CUT CONTROL JOINT SHALL BE COMPLETED BETWEEN 4 TO 12 HOURS AFTER <br />CONCRETE SLAB HAS BEEN PLACED. <br />2. VAPOR RETARDER SHALL BE ASTM E 1745, CLASS A WITH A WATER VAPOR TRANSMISSION <br />RATE OF 0.012 PERMS OR LESS AS TESTED BY ASTM E 96, NOT LESS THAN 10 MILS THICK <br />SEE CIVIL DWGS FOR <br />FINISH GRADE OR <br />ASPHALT PAVING <br />ELEVATION <br />1 <br />N N <br />N <br />3" COVER <br />TYP <br />RE: PLAN <br />TYP SLAB ON GRADE <br />S3 1/2" = V-0" <br />A', <br />1 1 /4x1 /4x5" LC <br />STRAP ANCH <br />0 ►- <br />2 <br />O <br />GIRT BY PEMB J <br />�200 <br />A COL, BASE PL AND <br />WALL <br />COL <br />BY PEMB <br />PLAN A -A <br />MONOLITHIC FOOTING <br />AND SLAB ON GRADE <br />HAIRPIN ANCHOR <br />HOOKED AROUND OUTSIDE AB <br />CENTERED IN SLAB RE: PLAN <br />_ FIN FL <br />ELEV U-0" <br />1 <br />1 <br />TURNDOWN SLAB <br />TURNDOWN SLAB BEYOND RE: 3/S3 & <br />REINF CONT THRU 11/S3 <br />FTG T&B RE: 3/S3 <br />& 11/S3 RE: FTG SCHEDULE FOR <br />RE: PLAN REINF T&B <br />NOTE <br />EXTERIOR FTG AT IN SIN <br />LAB ON GRADE <br />1-%r-R A n r%r1I I I R A A I NOT SHOWN FOT CLARITY <br />S3 1 /2" = V-0" <br />H C8 BY PEMB MANUF <br />6 <br />W/ 5/8" DIA HILT[ HIT HY-270 <br />ADHESIVE ANCHOR <br />8" <br />@ 16" OC AND 5 5/8" EMBEDMENT <br />OIL T/ STEEL ELEV <br />INTO GROUTED CORES <br />10'-10" <br />LJ <br />T/ WALL ELEVgk <br />CONT C8x11.5 W/ 5/8" DIAx HILTI <br />HIT HY-270 ADHESIVE ANCHOR <br />' ' <br />RE: 1/S2 <br />CMU BOND BEAM REINF <br />@ 16" OC AND 5 5/8" EMBEDMENT <br />INTO GROUTED CORES <br />W/ (2)-#4 CONT <br />8" CMU WALL REINF <br />W/ #5 @ 16" OC CENTERED <br />GROUTED SOLID <br />#4 @ 12" DWLS <br />SEE CIVIL DWGS FOR <br />FINISH GRADE OR <br />2'-0" <br />SLAB ON GRADE <br />\ <br />ASPHALT PAVING <br />ELEVATION <br />FIN FL <br />ELEV U-0" <br />3" COVER <br />TYP <br />\ 1 <br />• • 1 <br />2'-0" (2) #6 CONT <br />T&B <br />TURNDOWN SLAB <br />\3\ AT FRONT WALLS <br />S3 1/2" = V-0" <br />CONSULTANT: <br />SEAL: GARY MAEDA, PE 68724 <br />It,- os <br />o.66?24 <br />-et ° TAT E OF <br />L L- - zl <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 />S3 <br />-- - - -- - <br />� ------ 1- -TTT I -77- 1 1 -T- f <br />