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EXISTING RETAINING WALL <br />WITH #5 VERTICAL RODS <br />@ 2' W OC WITH ALL CELLS <br />OF WALL POURED SOLID <br />8" <br />BOTTOM OF RETENTION POND <br />1' 8" <br />TOP OF ASPHALT OR SOIL <br />a <br />16"X16" BLOCK COLUMN WITH 2- #5 VERTICAL REBAR <br />FROM 36"X36"X16" DEEP FOOTING PAD WITH 445 REBAR <br />EACH WAY. FILL COLUMN AND POUR PAD WITH 3000 PSI <br />CONCRETE <br />16"X16" BLOCK COLUMN WITH 2- #5 VERTICAL REBAR <br />FROM 42"X42"X16" DEEP FOOTING PAD WITH 545 REBAR <br />B EACH WAY. FILL COLUMN AND POUR PAD WITH 3000 PSI <br />CONCRETE <br />2- 16"X16" BLOCK COLUMNS WITH 2- #5 VERTICAL REBAR <br />FROM 42"X56"X16" DEEP FOOTING PAD WITH 545 REBAR <br />EACH WAY, FILL COLUMN AND POUR PAD WITH 3000 PSI <br />CONCRETE <br />16"X16" BLOCK COLUMN WITH 2- #5 VERTICAL REBAR <br />FROM 96"X96"X16" DEEP FOOTING PAD WITH 8- #5 REBAR <br />EACH WAY. 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DRILL INTO TOP -'"`, -'"\, <br />'\ � <br />� <br />< r <br />OF WALL AT NOTCHED AREA 4" AND EPDXY 2-#5 REBAR `- p <br />z v <br />`� d <br />ALL REBAR TO BE GRADE 60 <br /><-'� <br />THAT WILL EXTEND INTO FORMED BEAM AND INTO SLAB ; , �^ ', 2 <br />� ' <br />w <br />WITH 25" HOOK --'- �� - <br />c <br />COL <br />- - - - - - - - <br />721 <br />\`"\ <br />Lu <br />Q <br />EPICORE MSR 20 GA STEEL DECK WITH 4000 PSI <br />. - ` <br />\� <br />V <br />Q L a. <br />Q) <br />CONCRETE 8" THICK WITH 2- LAYERS OF 6X6 10I10 <br />WIRE MESH CENTERED IN SLAB <br />IT <br />AND EPDXY #5 L BARDRILL 6" INTO TOP OF S SPACED 16NG " OC <br />-WALL <br />` ` � �X ` \ EXISTING CONCRETE DRIVE <br />` ` \� <br />� <br />� m <br />WITH A MINIMUM 25" HOOK INTO NEW SLAB <br />EXISTING RETAINING WALL <br />\ 2'N <br /><!' �, �' <br />-c U <br />WITH #5 VERTICAL RODS <br />8 1' 8 <br />o <br />Q c!) QL <br />@ 2' 0" OC WITH ALL CELLS <br />'\ <br />OF WALL POURED SOLID <br />`y <br />BOTTOM OF RETENTION POND <br />I6' <br />0" r 6' 0" <br />EXISTING FOOTINGS WITH #5 <br />31011 REBAR 12" OC EACH WAY <br />EPICORE / SLAB TO RETAINING WALL DETAIL "F" <br />NOT TO SCALE <br />FORMED CURB AT OUT SIDE EDGES <br />°°co <br />- --- <br />EPICORE MSR 20 GA STEEL DECK WITH 4000 PSI <br />CONCRETE 8" THICK WITH 2- LAYERS OF 6X610/10 <br />WIRE MESH CENTERED IN SLAB <br />#5 L BARS SPACED 16" OC WITH A MINIMUM <br />25" HOOK INTO NEW SLAB AND 25" HOOK INTO r <br />TIE BEAM <br />7 <br />CV <br />PRECAST BEAM DETAIL "D" <br />NOT TO SCALE <br />0 <br />145 HORIZONTAL REBAR CONTINUOUS <br />TIED TO VERTICAL REBAR <br />2- #5 VERTICAL REBAR SPACED 12" OC <br />TIED TO REBAR IN TIE BEAM BELOW <br />ALL REBAR TO BE GRADE 60 <br />CV <br />16" X16" BLOCK COLUMN REBAR <br />IN COLUMN NOT SHOWN FOR <br />CLARITY <br />EPICORE MSR 20 GA STEEL DECK WITH 4000 PSI <br />CONCRETE 8" THICK WITH 2- LAYERS OF 6X6 10/10 <br />WIRE MESH CENTERED IN SLAB <br />#5 L BARS SPACED 16" OC WITH A MINIM <br />25" HOOK INTO NEW SLAB AND 25" HOOK <br />TIE BEAM <br />1 1/2" PIPE RAILING <br />PRODUCT CATEGORY <br />APPROVED PRODUCT LIST <br />SUB CATEGORY MANUFACTURER <br />L. <br />STATE # <br />APPROVAL# <br />STRUCTURAL COMPONENT <br />HUC46, U26 <br />SIMPSON <br />FL 10531 <br />STRUCTURAL COMPONENT <br />HETA20 <br />SIMPSON <br />FL 11473 <br />STRUCTURAL COMPONENT <br />LINTEL HEADER <br />CAST CRETE CORP <br />FL 158.1 <br />ROOFING <br />METAL <br />UNION CORRUGATING CO <br />FL 7271.6 <br />OR EQUAL <br />ROOFING <br />UNDERLAYMENT <br />GAF <br />FL 10626.1 <br />EXTERIOR DOORS <br />SINGLE SWINGING <br />PREMIER PRODUCT <br />FL 17460.1 <br />OR EQUAL <br />1"XV SQ. BALUSTERS <br />SPACED MAXIMUM 4" OC <br />1/4"X4"X4" PLATE WELDED TO BOTTOM OF <br />VERTICAL 2" PIPE. SECURE TO CONCRETE <br />4- 1/4"X3" TAP CONS <br />SAFETY RAILING DETAIL <br />NOT TO SCALE <br />PRECAST BEAM "E" <br />NOT TO SCALE <br />8" KNOCK OUT LINTEL BLOCK WITH <br />145 REBAR TIED TO VERTICAL REBAR <br />FROM COLUMN <br />POUR ENTIRE BEAM SOLID <br />WITH 3000 PSI CONCRETE <br />8" PRECAST LINTEL WITH 145 REBAR <br />TIED TO VERTICAL REBAR FROM COLUMN <br />16" X16" BLOCK COLUMN <br />EXISTING RETI <br />C <br />1►9 <br />EPICORE LAYOUT PLAN 1 /411 = 1' O" <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 37296 <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 <br />LLI <br />Q CV <br />0 04 <br />Z d- <br />O CV <br />U <br />5; O <br />w <br />Of <br />S <br />~ <br />00 <br />N <br />Lo <br />i- <br />co <br />N <br />m <br />� <br />� <br />z <br />p <br />o <br />W <br />p <br />O <br />Z <br />O <br />ARKAY #19726 <br />