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a <br />v <br />Cl) <br />In <br />0 <br />N <br />I <br />EXISTING WALL FOOTING, SIZE <br />TO BE FIELD VERIFIED. DRILL <br />AND EPDXY NEW FOOTING TO <br />EXISTING W/ REBAR TO MATCH <br />FOOTING REINFORCEMENT. <br />BOTTOM OF NEW FOOTING TO <br />MATCH THAT OF EXISTING. <br />T/ FOOTING <br />E L. T-4" <br />EXISTING SPREAD FOOTING, SIZE <br />TO BE FIELD VERIFIED. DRILL AND <br />EPDXY NEW FOOTING TO <br />EXISTING W/ REBAR TO MATCH <br />FOOTING REINFORCEMENT. <br />BOTTOM OF NEW FOOTING TO <br />MATCH THAT OF EXISTING. <br />FOUNDATION PLAN NOTES <br />OBOTTOM OF NEW FOOTING ELEVATION TO MATCH THAT OF ADJACENT EXISTING FOOTINGS. <br />OWF3.0 INDICATES NEW WALL FOOTING OF SIZE 3'-0" WIDE BY 1'-8" THICK WITH (3) #6 CONTINUOUS <br />BARS BOTTOM AND #6@12" TRANSVERSE BARS BOTTOM. <br />OWF5.5 INDICATES NEW WALL FOOTING OF SIZE 5'-6" WIDE BY 1'-8" THICK WITH (4) #7 TOP AND <br />BOTTOM CONTINUOUS BARS AND #6@12" TRANSVERSE BARS TOP AND BOTTOM. <br />(4)W1 INDICATES NEW 12" CMU WALL WITH #6 VERT. IN GROUTED CELLS @ 24" O.C. AND AT EACH <br />END ON OPENING AND AT ALL WALL CORNERS AND ENDS. <br />OW2 INDICATES NEW 12" CMU WALL WITH #6 VERT. IN GROUTED CELLS @ 8" O.C. AND AT EACH <br />END ON OPENING AND AT ALL WALL CORNERS AND ENDS. <br />BAR SPLICE SCHEDULE <br />TOP BARS SPLICE SCHEDULE <br />OTHER BARS SPLICE SCHEDULE <br />TOP BARS <br />CONCRETE STRENGTH IN PS1 <br />OTHER BARS <br />CONCRETE STRENGTH IN PS1 <br />BAR SIZE <br />3000 <br />4000 <br />5000 <br />BAR SIZE <br />3000 <br />4000 <br />5000 <br />#3 <br />28 <br />24 <br />22 <br />3 <br />21 <br />18 <br />17 <br />#4 <br />37 <br />32 <br />29 <br />4 <br />28 <br />25 <br />22 <br />#5 <br />46 <br />40 <br />36 <br />5 <br />36 <br />31 <br />28 <br />#6 <br />56 <br />48 <br />43 <br />6 <br />43 <br />37 <br />33 <br />#7 <br />81 <br />70 <br />63 <br />7 <br />62 <br />54 <br />48 <br />#8 <br />93 <br />80 <br />72 <br />8 <br />71 <br />62 <br />55 <br />#9 <br />104 <br />90 <br />81 <br />9 <br />80 <br />69 <br />62 <br />#10 <br />116 <br />100 <br />90 <br />10 <br />89 <br />77 <br />69 <br />#11 <br />127 <br />110 <br />99 <br />11 <br />98 <br />85 <br />76 <br />SLAB ON GRADE: <br />NEW 4" CONCRETE SLAB REINFORCED W/ 6x6 <br />W4.Ox4.0 WELDED WIRE MESH OVER 10 MIL <br />VAPOR BARRIER AND COMPACTED FILL. <br />REFER TO DETAIL 2/S.5 FOR CONTROL JOINT <br />REQUIREMENTS AND LAYOUT. <br />rvloTl��� c�nnrAD FOOTING <br />W F3.0 <br />ry <br />I <br />_.....___.._._.._._......__..______-____- <br />W1 <br />WF5. <br />CARE MUST BE TAKEN NOT TO UNDERMINED THE <br />EXISTING COLUMN FOOTING DURING <br />CONSTRUCTION. IF IT IS DETERMINED THROUGH <br />FIELD VERIFICATION THAT THE BOTTOM OF THE <br />NEW WALL FOUNDATION FALLS BELOW THE <br />BOTTOM OF THE EXISTING COLUMN FOOTING, <br />PLEASE NOTIFY THE ENGINEER OF RECORD (EOR). <br />THE FOR SHALL BE PROVIDED AN UNDERPINNING <br />PROCEDURE TO KEEP THE EXISTING STRUCTURE <br />STABILIZED DURING CONSTRUCTION. <br />------------------------------------------------------------- <br />S.F. <br />EXISTING <br />SPREAD FOOTING <br />RETAINING WALL. <br />EXISTING WALL FOOTING, SIZE <br />TO BE FIELD VERIFIED. DRILL <br />EXISTING WALL AND EPDXY NEW FOOTING TO <br />FOOTING EXISTING W/ REBAR TO MATCH <br />FOOTING REINFORCEMENT. <br />BOTTOM OF NEW FOOTING TO <br />MATCH THAT OF EXISTING. <br />.. ...... _---. ...... ....... ...... ....... ...... ....... ...... ....... ...... ....... .. ....... ...... ....... _...1. ....... ...... <br />DEMO NOTE: <br />REMOVE EXISTING SIDEWALK SLAB. <br />EXISTING WALL <br />FOOTING <br />T/ FOOTING <br />EL. (SEE SECTION 1/S.4) <br />CARE MUST BE TAKEN NOT TO UNDERMINED THE <br />EXISTING WALL FOOTING DURING CONSTRUCTION. IF <br />IT IS DETERMINED THROUGH FIELD VERIFICATION <br />THAT THE NEW WALL FOUNDATION FALLS WITHIN A <br />2:1 SLOPE FROM THE BOTTOM OF THE EXISTING <br />WALL FOUNDATION, THEN PLEASE NOTIFY THE <br />ENGINEER OF RECORD (EOR). THE FOR SHALL BE <br />PROVIDED AN UNDERPINNING PROCEDURE TO <br />KEEP THE EXISTING STRUCTURE STABILIZED <br />DURING CONSTRUCTION. <br />DEMO NOTE: <br />REMOVE EXISTING RETAINING WALL <br />AND FOOTING. <br />EXISTING WALL FOOTING, SIZE TO <br />BE FIELD VERIFIED. DRILL AND <br />EPDXY NEW FOOTING TO EXISTING <br />W/ REBAR TO MATCH FOOTING <br />REINFORCEMENT. BOTTOM OF NEW <br />FOOTING TO MATCH THAT OF <br />EXISTING. <br />F3.0 <br />E N E E N G <br />FOR ARCHITECTURE <br />500 N. Westshore Blvd. <br />Tampa, Florida 33609 <br />PH: 813.637.0110 <br />Fax: 813.637.0013 <br />www.tic-engineers.com <br />EB #0000015 <br />0 Copyright 2013 TLC Engineering for Architecture, Inc. <br />J <br />i <br />Z <br />rly <br />LL <br />U <br />^_ <br />I..L <br />D <br />J <br />J <br />W <br />M <br />ry <br />N <br />2 <br />Q <br />W <br />N <br />I) <br />CL <br />J <br />r� <br />V) <br />m <br />OJ <br />W <br />O <br />® <br />ti <br />I..L <br />OW <br />Revisions: <br />No. Date Description <br />PERMIT SET <br />Project No.: 715002 <br />Issue Date: <br />06-01-2015 <br />Drawn By: RSZ <br />Approved By: DAF <br />Scale: As indicated <br />Drawing Title: <br />STRUCTURAL <br />FOUNDATION <br />PLAN <br />Drawing No.: <br />S.2 <br />GROUND:_.__......._.._.,.___.___.._._....__..._._..______.__.._..._.._....__...._............_.._....,..__.._...__.._._...__.____----- ___..._..,____.______.--. _..__.____ ___ ___. __ _. <br />1 /411 = 1'-0" <br />