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39'-W <br />28'-W <br />9'-8" <br />'4" <br />3'-6" <br />36-7 <br />SLAB <br />°' <br />— 1 <br />— — — — FM-t2X12 <br />FM-12X18 — <br />m <br />4"CONC. °D <br />SLAB W LLI <br />F-2024 3 1/2" <br />\ <br />1,-0" 4 <br />EMEND FM-12X18 <br />1 <br />SLAB 1 1/2" <br />4" PVC <br />\\CHASE <br />1A <br />I <br />1 1A <br />\ <br />I <br />� <br />I <br />I <br />TOP OF <br />I <br />N <br />SLAB <br />Ix <br />;; <br />I <br />\ <br />\ <br />I <br />I <br />\ <br />X <br />I <br />\\; <br />I <br />\ <br />\ <br />I <br />\\tl <br />1A <br />1 <br />I <br />I. <br />5112" <br />I <br />I <br />4" <br />17'-8" <br />2'-8" 1I <br />3-0" 5 <br />I <br />I <br />. <br />o <br />I <br />ILL <br />I <br />EXTEND <br />2 to <br />SLAB 1 1/2" <br />t.7 <br />SIMILAR <br />FM-12X18 m I ri 4" CONC.I <br />u <br />Io W SLAB I <br />I <br />SIMILAR S 1Yd <br />3'_5" 1/2" ILL IN a 3 1� ! <br />*-7 112" <br />1A 2 <br />c J <br />'A <br />t? <br />,., ,.1 <br />m I 1A <br />1 <br />MC-12X18 v <br />FM-12X18 <br />FMG12X18 <br />4 <br />,,1 1.1 — <br />L _ FM-12X18 <br />0 <br />,., <br />4 <br />1.1 <br />1.1 <br />2'-8" <br />16'-0" <br />2'-8". <br />T-10" 10'-2" <br />4'+P 14'-W <br />21'4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0'-W. <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 />T. 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 />11.13INDICATES #5 BAR, OINDICATES #6 BAR,NNDICATES #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 />3(", #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 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: Fm = 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 4 OF SLAB SUPPORTED <br />S-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />31/2" <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />1a <br />- <br />s <br />FM-12x,2 <br />12" <br />CONTINUOUS <br />12" <br />- <br />( #5's <br />FM-12x18 <br />12" <br />CONTINUOUS <br />IF <br />- <br />(2)#5'6 <br />(+)0'-0" <br />FM-16xl8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />+ -0^ <br />FMC-12xl8 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F-24x2424" <br />00"4" <br />i <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngrouRoom <br />AA #: 0003325 <br />y <br />b <br />V <br />O <br />BMW. a LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #11 <br />PROJECT, <br />04181.000-03111 <br />MODET. <br />4EBB <br />"1828-CALI" <br />GARAGE 81WWO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />