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7S'1Y' <br />73'-8" 4x <br />53'-4" 20'.4" <br />10'-10" 20'-1" T4" B'-i i" <br />28'.6" <br />25'4" 5'-0" <br />23'-0" <br />3'-6" 6. <br />0.414 <br />TOP OF <br />t. <br />SLAB <br />Y <br />4" CONC. FM•i8X18 — — — — — — R — — — — — — — — — FM-16X18 — — — — —,"� — — FMC•18X/8 — — <br />4 12 " -31/2 1 2 <br />I <br />SLAB w I� <br />1.1 O .1 <br />L - - -� I °° ml <br />1.1 gl io <br />X LL <br />I LL <br />v <br />4 <br />4 <br />t.t 19'-8" 7-00----4„PVC—�`=� <br />I L FM-18X18 CHASE_ `" <br />` <br />I SLOPE <br />31/2"+ <br />low, I I I <br />1 <br />31/2" rSLOP� 1/�, <br />28'-T' 8'-7 m <br />SLOPE 1/8" PER FT. X <br />PER ER FT. I EXTEND 1 4" CONC. I J I <br />I <br />m o'-�0" SLAB 1 1/2" I SLAB 3 1/2') <br />I ( T 4,731I <br />I J <br />9 <br />N <br />7QP OF_ <br />_ 1 T-O 11 <br />SLAB <br />w 4" CONC. I - 7 3 2 <br />SLAB ,., <br />FM2718X18 <br />_ <br />-T4 <br />V <br />I I <br />CVK-12X12 7 <br />TEND <br />SLAB 1 1/2" <br />EXTEN <br />7'4" SLAB 1 1/2" m r' I~ <br />m <br />NI <br />8,3x 8.4x <br />LL <br />— — I <br />r FM-16X18 <br />1 <br />r FM-i6X18 1 <br />X <br />1T-8" <br />bo <br />1 II <br />�I <br />1.1 <br />II <br />1FOR ELEC. <br />Y <br />o IIr ISLAND <br />u' <br />FM-06X18 1.1 .1 FM•16X18 <br />6'-O" O/C MAX., <br />TYP., UNO <br />3'4" <br />30'-9" <br />32'-9" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />&6 W1.4xW1.4 OVER <br />GENERAL <br />3 10 <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-16xl8 <br />16" <br />CONTINUOUS <br />1B' <br />- <br />(2)N6s <br />- <br />(•)D'-0" <br />FMC-18x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />O b <br />#5 IN CURB <br />VARIES <br />CWC-12X12 <br />17' <br />CONTINUOUS <br />17 <br />2) We <br />( '9 <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1 a <br />#5 IN CURB <br />F-2424 <br />24" <br />I., <br />17' <br />B <br />( s <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 +-0'4'. <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 />6. 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 />8. 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 />I I.GINDICATES #5 BAR, [!INDICATES#8 BAR,WNDICATES#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 />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 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 />%. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i 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, 71h EDITION <br />All C N I T! C T I <br />Grouon <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www,abdoeigngroup.com <br />AA #: 0003325 <br />ILL <br />SV8DIV. d# LOT <br />SILVERADO <br />LOT #17 <br />BLK. #14 <br />PROJl,CT <br />03719.00t-17141 <br />MODMIA <br />"2558-HAWTHORNE" <br />GARAGE awlxO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH . B <br />