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73'-W' <br />, 4" <br />53'4" <br />294" <br />IV-10" <br />20'-1" <br />T4" <br />6'-11" <br />28'-W <br />25'-4" <br />5'-0" <br />2T-Y' <br />014. TOP OF <br />4 <br />SLAB <br />Y <br />— — — — <br />4" CONC. <br />— — — — — — <br />FW18X18 <br />— — = — — — <br />R _T— — i — — <br />— — FM-18X18 — <br />— — <br />— —;,� — — FMC-18X18 <br />SLAB <br />4 <br />1 <br />;; <br />"+ -31/2 1 <br />w <br />I 2 <br />O-FE <br />L — <br />� b <br />LLI <br />I <br />LL <br />I <br />4 <br />4 <br />, <br />2' <br />FM-16XIS <br />` <br />SLOB <br />-3 1/2 + <br />I <br />N <br />l0'-0" <br />I <br />m <br />_ 3 1l2" <br />" $ <br />6'-7" <br />_ <br />r SLOPE 1/8" <br />�, <br />co <br />,SLOPE tl <br />PER FT. <br />I I <br />'x <br />P ER FT. <br />I <br />( EXTEND14" CONIC. <br />IL <br />I <br />SLAB 1 1/2'. SLAB+a 15 <br />�OOF <br />( 9,_0« ——II <br />LL <br />SLAB <br />13'-0" <br />1.1 <br />4" CONC. <br />I- <br />d <br />3 <br />SLAB <br />I �' <br />zv14- <br />- <br />— <br />4 <br />iv <br />CWC-12X12 <br />EXTEND <br />SLAB 1 1/2" <br />EXTEND <br />3'4" 7'4" <br />SLAB 1 1/2" ao < I~ <br />I aQ <br />X <br />8.$« <br />LL <br />6.4« <br />x <br />N <br />FM-18X18 1 <br />- <br />°' <br />ILL <br />II <br />1 T.8" <br />- <br />II <br />II ," PVC CHASE <br />I <br />M <br />;T <br />FOR EISELA D <br />.I <br />b <br />II� <br />I <br />'IIFM-16X18 <br />1.1 <br />1.1 FM-16X18 <br />"a <br />QT <br />V-0" O/C MAX., <br />TYP., UNO <br />3,4« <br />30'-9" <br />32,_9« <br />8'-2" <br />75'.0" <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />616 Wl AIW1.4 OVER <br />GENERAL <br />3 1/7' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF, <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-t6xl8 <br />16" <br />CONTINUOUS <br />1B' <br />- <br />(2)#Vs <br />FMC-1Sx18 <br />16" <br />CONTINUOUS <br />16' <br />- <br />() 's <br />051N CURB <br />VARIES <br />CWC-12X12 <br />17' <br />CONTINUOUS <br />12' <br />(2) 'e <br />'s <br />- <br />. a'.0" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />'s <br />#5 IN CURB <br />b '-0" <br />F-24x24 <br />24" <br />24" <br />12' <br />s <br />+ '-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"= V-0" <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + V-0", 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 1/7' FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13INDICATES #5 BAR, MINDICATES #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", #6.361, 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 />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 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM 0476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER § OF SLAB SUPPORTED <br />T-0" C/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />A R 6 N I T 1 C T 8 <br />GftInm <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-77443078 <br />FAX- 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />amm, <br />SUDDIV <br />SILVERAD0 <br />LOT #19 <br />BLK #13 <br />AROJi7CT <br />03719.00t-19131 <br />MODEIs <br />"2558-HAWTHORNE" <br />GAlsAGM 8WINCi: <br />RIGHT <br />PAGZ: <br />FOUNDATION <br />PLAN <br />150 MPH E . B <br />FEB <br />DRINT <br />ATs". 1/26/21 <br />8cwta: 11/4"=1'-O" <br />skmcw <br />S1 <br />