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rA R c v I T I C T Ill'I <br />19'4" <br />3T-8" <br />1 '4', 181-0" <br />27'-2" <br />— — — — — — — — — — — <br />I I I R-1 <br />f— — — — <br />WMAU-18— <br />TE-1 <br />F2-30X30 <br />8!-4" <br />l(Y-3* <br />-2- <br />T-2" <br />4'PVC <br />CHASE <br />.9 <br />4* CONC. <br />SLAB <br />0 w <br />Z� (L <br />5'.10- 9-2' 4'4' <br />FM-16iI8 '-EXTEND <br />SLAB 1 112" <br />22'­1 <br />I? <br />1"PVC CHASE <br />FOR ELEC, @ <br />ISLAND <br />T <br />01 ol o" <br />P WOF <br />SLAB <br />:2 <br />29'-4" <br />20'-8" <br />EXTEND <br />SLAB 1 117 <br />IE-2 <br />. . . . <br />2-3" <br />2-3" <br />x b <br />5-6" <br />2'-8- 2'.8- <br />101-10" <br />1 <br />z <br />EXTEND <br />SLAB 1 1/2" <br />Fl-24X24 <br />3 2 <br />1. <br />fF <br />-1 <br />0 <br />FMC-16XIB <br />FMI <br />4"CONC. <br />-C( <br />SIC <br />S L AS <br />6" 8.0'. <br />10', Z-W 16'-0" <br />[4N <br />LL' <br />LL' <br />i1i <br />3rO' 3'-2- 'r-o" <br />7 <br />T -f <br />U <br />4 0:7112 <br />-1�X18 <br />E.1tX18 <br />I I <br />F1-24X24 <br />T <br />—TE-1 <br />SLAB <br />d <br />@2� <br />w D <br />d <br />4- CONC. <br />4'C ONC <br />> <br />SLAB <br />31/2 <br />LOPE 1/8" <br />S 0 1/' <br />PER <br />FM-16xle <br />r2-\ I <br />1.1 <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE �0'-O'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION -.O'.W, SEE SURVEY PLOT FOR NAVD. <br />5 ' PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE lrZ" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />1 0. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13INDICATED #5 BAR, GINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 <br />30". #6 =36"), AND REINFORCING SHALL BE CONTINUOUS, <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1, 530-131ASCE 6-13, USING: Fm <br />1,500 PSI, TYPE"M"OR"S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />ICKNESS <br />REINF. :::� <br />REMARKS <br />WMII.Wl�4 OVER <br />GENE. <br />6 'L VA OR <br />COMPACTED FILL <br />I <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS 1 FOUNDATION, WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FMA6xi8 <br />16" <br />CONTINUOUS <br />IT <br />(2) #5's <br />FMC-16x!8 <br />ler <br />CONTINUOUS <br />19, <br />.—?2� <br />#5 IN CURB <br />VARIES <br />Fl-24x24 <br />24" <br />24" <br />17, <br />(-)8" BELOW GRD <br />TE-1 <br />V, <br />SEE PLAN <br />el <br />(-)0'-4" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />s <br />CWCm12XI2 <br />12" <br />CONTINUOUS <br />12" <br />#5 IN CURB <br />VARIES <br />Fl-30X30 <br />39- <br />] <br />�Z' <br />(3) #65 <br />3 <br />(-)V' BELOW GRO <br />F2-30X30 <br />Ir <br />17 <br />(3) #5's <br />'3) <br />(-)12"BELOWGRD <br />FOUNDATION PLAN <br />SCALE: 114" = V-0" <br />gn <br />LPH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoWeVoup.com <br />AA #: 0003325 1 <br />DRAFTING BY: <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />$439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813418"628 <br />FAX: 8134M28023] <br />raumlv. & Lol, <br />SILVE 0 <br />LOT #25, <br />BlK #10 <br />PitoizcT# <br />03719.000-25101 <br />MOIDZU <br />2795- D <br />C9APtAQZ OWWO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />V.150 MPH EXP. Bj <br />M Jl' <br />AW I <br />1111�1 ffi�.]F W 41 <br />P'ONT 7/28/20 <br />DATIM <br />scALr. 1/4"=l'-0 <br />alfzzT <br />