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53'4" <br />20'-4" <br />10'-10" <br />20'-1" <br />T4" <br />8'-01" <br />28'-6" <br />25'4" <br />5'-0" <br />23'-0" <br />3'-6" 6" <br />TOP OF <br />1 1 <br />SLAB <br />Y <br />— — — — <br />— — — — — — — — — <br />— — — <br />— — — —M — <br />— <br />4" CONC. <br />FM-18X18 <br />I <br />§ <br />FM-18X18 <br />FMC-16X18 <br />ILI <br />SLAB <br />4 <br />12 <br />" w -3112 w 1 <br />I 2 <br />I <br />O 1.1 <br />:2 <br />� <br />I <br />g <br />zY <br />m <br />y <br />la <br />LL <br />I <br />4 <br />I <br />u� <br />1.1 <br />4" PVC `� <br />I'I <br />L <br />FM-. ' CHASE <br />c' <br />S 1/2-1 <br />SLOB PE 2" <br />X <br />I is <br />I <br />10'-0" <br />I <br />I <br />m <br />mi 4 <br />m <br />-3 1/2" <br />28'-r <br />6'-7" <br />rSPER '�� <br />m <br />SLOPE / " <br />FT.8 <br />I I <br />x <br />PER <br />I EXTEND <br />14" CONC. I <br />J <br />I <br />°0 <br />0'-0,• <br />SLAB 1 1/2" <br />I SLAB 3 1�,1 <br />4 <br />tl1 <br />TOP OF <br />I w 4" CONC. <br />(LLSLAB <br />Bo 7 3 <br />2 <br />II- SLAB <br />FMC-16X18 ,.1 <br />— — <br />— <br />— <br />— <br />WC-112X12 <br />— <br />EXTEND <br />SLAB 1 1/2" <br />EXTEND <br />3'4" 7'4" <br />SLAB 1 112" m <br />"v I~ <br />H <br />r FM-18X18 <br />I <br />1 <br />, <br />N <br />FM-i8Xt8 <br />X <br />1 <br />W <br />LL <br />I <br />13,-0„ <br />m <br />f <br />�• <br />" PVC CHASE <br />II 1FOR <br />ELEC. 0 <br />b <br />II ISLAND <br />16'-2" <br />N <br />1 <br />kjrY' <br />——FM_16X18 — — — — 1.1 <br />'1 FM-16X18 <br />J a <br />6'-0" O/C MAX., <br />TYP., UNO <br />3'4" <br />3014" <br />32'-9" <br />8'-2" <br />7S-0" <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6.6 W1.4.W1.4 OVER <br />GENERAL <br />3 1/Z' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' 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-16z18 <br />16, <br />CONTINUOUS <br />IV, <br />- <br />(2)#5s <br />FMC-1&18 <br />16" <br />CONTINUOUS <br />IV, <br />- <br />( 's <br />#51N CURB <br />VARIES <br />CWC-12)(12 <br />12, <br />CONTINUOUS <br />12' <br />( <br />) 's <br />(+ <br />TE-1 <br />8" <br />SEE PLAN <br />8' <br />. <br />(1) WW <br />#b IN CURB <br />F-24x224 <br />24" <br />1.. <br />12' <br />) 's <br />-(2T#Ts <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 + 0'-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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" 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 />WANDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWANGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.E11NDICATES #5 BAR, EIINDICATES #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 (05 = <br />30", 08 =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 />14. VERTICAL REINFORCING IN CMU SHALL BE 4WS 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 />IS. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0" O/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 A C N I T I C T 0 <br />Groin <br />141. N. RONALD REAGAN BU <br />LONGWOOD,FL32760 <br />PH: 407-77441078 <br />FAX: 407-7744078 <br />www.abdesigngrouP.com <br />AA #: 0003325 <br />8tMD:v ae LOT•. <br />SILVERADO <br />LOT #23 <br />BLK #13 <br />P1toiRCT <br />03719.090-23131 <br />MODEX. <br />"2558-HAWTHORNE" <br />QA1%AQE 81111D4a: <br />RIGHT <br />PARSE: <br />FOUNDATION <br />PLAN <br />150 H EX2. B <br />EB 1 <br />DATE: 1/28/21 <br />DCALJC: 1/4"=1'-0" <br />8191"n <br />s1 <br />