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ADD DECORATIVE CEMENTITIOUS SMOOTH FINISH TO ALL EXISTING NOTE: BLOCK WALLS OF BUILDING ' BLUE METAL ROOFING TO NEW FACADE NOT SHOWN ON THESE MATCH EXISTING BUILDING ELEVATIONS. SEE DETAIL ON SHEET B6 1 I• i NEW WALL HEIGHT �.. .. ... .. ... .. ... .. . l I I rTRANC' TO EXISTING CAR WASH BAY , I ' 'DECORATIVE CEMENTITIOUS FINISH . . i - _ - - NEW CONCRETE FLOOR ELEVATION n 5 4" I I I ' I I I 1 ' RETAINING WALL BELOW GRADE AT NORTH SIDE OF BUILDING I � I — — BOTTOM OF RETENTION POND s- 0' 0 PROPOSED PARTIAL EAST ELEVATION 1 /411 = 1' 0" HATCHED AREAS DENOTE EXISTING FORMED TOP OF ALL WALLS AT 118„ POURED WITH 3000 PSI CONCRETE CUT SECTION DETAIL S 1 NOT TO SCALE ------ ------ ------ Is1►1►1►1rlrirlrlririrlririririrlrilririrlrirlrirl-lr-►Ipla,lrlr�rlr�rlrl►Irlr�ririrlrlrirlr�r/lrirlrirlrirlririririrlrlrirlrlririrlrirlriririplliriririririrlrl I jI 1I1I1I1I1I1I1I1I1I1I1I1I1�1/1I1I1I1I1II/1I1/1I1I1I1I1/1I1I1I1I1I1I1/1I1I1 I,I,I,I,I'I,I,I'!'I,I,I,I,I'ILI,I,I,I'I'I1I'I,I'III/i/1/1/1/1/1/1/1/1/1/1/1/1/I/II1Iil I /IIIIIII /IIIIIIII IIIIIII 8101, — BOTTOM OF RETENTION POND — — — 4' 4" DOVE IN JOINT TO INSTALL 1/4"X4"X6" STEEL ANGLE IN "TOP OF NEW DOOR OPENING. PUNCH HOLE IN WALL H END OF OPENING ABOVE THE ANGLE AND FILL CELLS 3NCRETE. THEN SECURE ANGLE WITH 5I8"X4" EXPANSION IT EACH END EXISTING BLOCK WALL PROPOSED NORTH ELEVATION 1 /411 = 1' ®" HATCHED AREAS DENOTE EXISTING .. ... .. ... .I - #5 VERTICAL REBAR FROM FOOTINGS 1'O TOP OF BLOCK WALL AT CORNERS ; ' : I I EAC[4 SIDE OF OPENINGS AND SPACEb MAXIMUMWO"OCWIT•HALL•GELLS•OF • • • • • 1 /• STEM WALLS FILLED SOLID WITH 2500 PSI CONCRETE RETENTION AREA DRILL INTO TOP OF EXISTING RETENTION RETAINING WALL 4" AND EPDXY #5 VERTICAL TO EXTEND INTO NEW WALL OF ADDITION AT THE FIVE LOCATIONS SHOWN WITH CIRCLE EXISTING SOLID POURED BLOCK RETENTION RETAINING WALL ... .. .. .. .. I I RETENTION AREA SECURE EPICORE METAL DECKING TO TOP OF EXISTING RETAINING WALL WITH 1/4" TAP CONS TO HOLD IN PLACE AS NEEDED — — — BOTTOM OF RETENTION POND — — — — — — EXISTING ,zo CAR WASH BAY �� "' '� '• �� '�' CONCRETE FLOOR CUT OPENING IN EXISTING BLOCK WALL AND INSTALL NEW DOOR AS SHOWN EXISTING 12' 0" TALL BLOCK" L_ . 3'0"XTO" I i 1 FHM I i I I 1 I I 1 i I 1 11 T 4" 1 ' 1 1 I I I I i I I I I 1 1 I EXISTING EQUIPMENT ROOM i 1 I 1 CONCRETE FLOOR S 1 I 1 1 1 1 1 I I I 7 I I I I I I I 7 I 1 I i 1 I I i I I 3' 4" 3' 4" 8, 0" I "I 4' 4" FOUNDATION PLAN 1 /411 = 1' O" DIMENSIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BY CONTRACTOR BEFORE CONSTRUCTIONS BEGINS /j/��8'�4"X4" STEEL ANGLE ATTACHED TO FACE O EXISTING BLOCK WALL WITH 518"X4" EXPANSION BOLTS SPACED 12" OC MAXIMUM EPICORE MSR 20 GA STEEL DECK EPICORE LAYOUT PLAN 1 /411 = 1' O" /7 EXISTING 10' 0" TALL BLOCK WALL EXISTING CAR WASH BAY CONCRETE FLOOR EXISTING 12' 0" TALL BLOCK WALL . I ... .. ... .. _i ' 'EXISTING EQUIPMENT ROOM CONCRETE FLOOR ' .. ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS Zcl) N z co co M rA 0 ER tt >0 d0-4(D 0 o N Z ��0 w N ul 0 c/) � W cD in N < LL A F_ �" rw oo V o MLL N m M rr r_,t,D m N tlj LU m I � 4l mrj mc�a�u z aX V Q) o—�n'`� , : L z Q) d o oa Ul Z Q) Q Lu Q U4 u L -Z d) 6 ., to u co 3 co 111 W �n 1M41 � 0 W W 0 +' a' a N QL LLI Q 0 z O U) w w 00 ao � � N N Lt7 N m ' .2 Z p O 11J p Z co O J Q J � � a' io = J LL W a N J = J U) _ Q � } a UN Qo W M J � U� N % n> RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16 FOR 139 MPH WIND ZONE RISK CATEGORY 11 B 4 ARKAY #19726