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TYP 3 <br />S4 <br />01 <br />ELEV <br />HSS8x8x3/8 <br />RE: PLAN 2/S2 <br />_:� <br />1 <br />o <br />RE: ARCH <br />FIN FL OIL <br />HSS8x6x3/8 <br />— — — — — — — — — — — — — — — — — — — — — — — <br />�o <br />3'-21' 4" <br />(I <br />HSS 4x4xl/4 <br />TYP <br />WELD TO <br />BOT OF STL 3/16 <br />LINTEL TYP <br />14'-0" 411 <br />I <br />31-2" <br />00 <br />MONOLITHIC FOOTING <br />AND SLAB ON GRADE <br />ELEV U-0" <br />ELEVATION AT <br />STOREFRONT ENTRANCE <br />S4 SCALE: 3/8" = V-0" <br />3" <br />1 Innn__n <br />3 DETAIL <br />S4 SCALE: NTS <br />T / STEEL <br />T / CMU WALL <br />ELEV 10'-8" <br />STER <br />T / STEEL <br />ELEV 8'-2" <br />PL 7 1/2x3/8x1'-0" <br />LG W/ (2) 3/4"x8" <br />LG HEADED <br />STUD ANCHORS <br />co <br />0 <br />(0 _1 <br />T <br />ih <br />3 3/4" 3 3/4" <br />ole 7 1/2" <br />C7 rn 4 <br />PL 7 1/2x3/8x1'-0" <br />LG W/ (2) 3/4"x8" <br />3" LG HEADED <br />STUD ANCHORS <br />ih <br />- (o 1 o <br />M <br />3 3/4" 3 3/4" <br />7 1/2" <br />Fod sTal <br />4 EMBED PLATE DETAIL <br />S4 SCALE: NTS <br />HSS BEAM <br />RE: 2/S2 #5 @ 16" OC CENTERED <br />IN GROUTED CELL FROM <br />FOOTING TO T/WALL DOWEL <br />TO FOOTING LION <br />31/201/2xl/4 A <br />x U-3 1 /4" <br />HSS4x4xl, <br />RE: PLAN <br />PLUG WELD <br />COL / CLIP - <br />S.B.S <br />A� <br />SECTION A -A <br />2 1/2" DIA ACCESS <br />HOLE FOR PLUD WELD <br />HSS4x4xl /4 <br />RE: PLAN <br />3 1/2x3 1/2x1/4x 0'-3 1/4" <br />BASE ANGLE INSTALLED FIRST <br />THEN HSS4x4 COL IS SLIPPED OVER <br />BASE ANGLE AND PLUG WELDED TO <br />VERT LEG OF BASE ANGLE <br />FIN FL <br />ELEV 0'-0" <br />5/8" DIA x4" HILTI KWIK BOLT <br />3 EXPANSION ANCHOR WITH <br />4" EMBED <br />COLUMN BASE PLATE DETAIL <br />S4 SCALE: NTS <br />4 <br />FT6 <br />F <br />1'- 4" <br />WELD TO EMBED PL EP1 n, <br />BOT OF STL & EP2 RE: 3/S4 N C) <br />LINTEL TYP EDGE OF <br />SLAB <br />(2) . . . . . EXTENDED <br />EDGE OF SLAB <br />�>> FOUNDATION <br />_J DESIGN LOAD <br />#5@8" 8" CMU N J <br />U <br />2'-8" PGRAVITY = 8K <br />PUPLIFT = -9K <br />HLATERAL = t6K <br />DETAIL <br />S4 <br />1 1/2" DEEP 7" 7" <br />COL POCKET <br />COL BY <br />PEMB <br />N MANUF <br />I <br />1'-6" 1'-6" <br />6,> S _ 6„ <br />1 <br />H <br />TYP FOOTING <br />ALONG SIDE WALL <br />S4 1/2" = V-0" <br />0 <br />I <br />d- <br />0 <br />I <br />N <br />EDGE OF <br />SLAB <br />8" CMU <br />SILL WALL <br />ELEV <br />RE: ARCH <br />OL B/ DECK ELEV <br />VARIES <br />T/CMU COL COVER <br />ELEV 10'-8" <br />ELEV 10'-0" <br />CONT C8 WITH 5/8" DIA HILT[ 1 <br />270 ADHESIVE ANCHORS @ V <br />WITH 5" EMBEDMENT INTO GF <br />CORES <br />GIRT BY PEBM <br />CMU WALL <br />RE: PLAN - <br />1 1/2" DEEP <br />COL POCKET <br />A <br />SEE CIVIL DWGS FOR <br />FINISH GRADE OR <br />ASPHALT PAVING ") <br />o o ELEVATION c <br />co of <br />I 1—III: <br />IIIIIIP! O L <br />ao °6 <br />N N 0o <br />u <br />3" COVER <br />TYP <br />RE: PLAN <br />� � 1 rrwiv i civ i r�r�iv�c <br />S4 3/4" - V-0" <br />A <br />8" CMU <br />WALL <br />1 1 /4x1 /4x5" LG <br />STRAP ANCH - <br />�=) ,0 <br />U0 <br />COL, BASE PL AND <br />ANCHOR BOLTS <br />BY PEBM PLAN A -A <br />GROUT FILL <br />TYP <br />1 112"' NON SHRINK <br />GROUT <br />• 1�=����li- <br />/ I� i1:1:1 <br />1 <br />TURNDOWN SLAB' <br />REINF CONT THRU <br />FTG T&B RE: 6/S3 <br />RE: PLAN <br />EXTERIOR FTG AT <br />PEMB COLUMN <br />S4 1/2" = V-0" <br />COL <br />BY PEBM <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 0'-0" <br />TURNDOWN SLAB <br />BEYOND RE: 6/S3 <br />RE: FTG SCHEDULE FOR <br />REINF T&B <br />NOTE <br />WWF IN SLAB ON GRADE <br />NOT SHOWN FOR CLARITY <br />INC. <br />ZER'S <br />CONSULTANT: <br />SEAL: GARY MAEDA, PE 68724 <br />0 68724 <br />STAI E 0, F <br />Y <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 31 799 <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 />SECTIONS <br />AND DETAILS <br />DO NOT SCALE DRAWING <br />Project No. <br />Drawing No. <br />JCDT.20.0451 <br />S4 <br />