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FOUNDATION NOTES <br />WE <br />AR'.n" <br />101-91 <br />27'-3" <br />23'-3" <br />3'-6" <br />11'4" <br />TE-1 <br />7 <br />YA 3 1/7' <br />w w� <br />w <br />i <br />4„ <br />N CONC. <br />0"0" <br />4" CONC. <br />SLAB <br />o. <br />SLAB <br />I <br />T p <br />SLAB <br />i i FM-12XIS <br />_4 <br />r "1 <br />EXTEND <br />SLAB 1 1/7' <br />,1 1.1 <br />2'-8" <br />11' <br />10" <br />14' T' <br />1A 1 <br />I <br />1 1 <br />•' <br />I <br />ii <br />4„ <br />PVC 1 <br />I <br />CHASE0101. <br />I <br />°x� <br />llll <br />Ij <br />i <br />111 <br />21'-7' <br />11 <br />1 j <br />i6'•10" <br />1 <br />1A <br />II <br />TOP pF <br />SLAB <br />di <br />I• <br />•I <br />i <br />I <br />EXTEND <br />I <br />I <br />SLAB 1 1/2"_ <br />TE 2 <br />J <br />. <br />_ <br />_ _ _ <br />5 <br />„2,_81 <br />19'-6" <br />I <br />� <br />I <br />�I <br />N� �I <br />a <br />�I_ <br />i� <br />1A I <br />w LL 4" CONC <br />N <br />I <br />EXTEND <br />la u�1 SLAB I <br />1A 2 <br />SLAB 1 1/Z' <br />1 I <br />gon 4:3 1/2" I <br />SIM. ,.1 <br />I <br />LL <br />1/7 <br />,-5„ <br />4 1/7' <br />_ <br />7 1/2" <br />L <br />L <br />1 <br />FM-12X18 <br />1A 1 <br />1.1 i• <br />- <br />c <br />MC-12X18 <br />FM-12X18 <br />FMC-12)( <br />2 <br />v <br />&4 <br />4 <br />SIM <br />,_4„ <br />1.1 <br />4'-2" <br />14'_8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = T-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'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION -4-0", 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 />11.8INDICATES #5 BAR, DINDICATES #6 BAR,ENDICATES #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 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"T <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1 A.W 1.4 OVER <br />GENERAL <br />3 UZ' <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 />8" <br />- <br />s <br />- <br />(+)0'-0" <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#68 <br />- <br />(+)p-0' <br />FMC-12x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2) `s <br />#51N CURB <br />VARIES <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />- <br />'s <br />_ <br />(+)0.-0" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />d N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774,8078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA M. 0003325 , <br />^� <br />1 <br />Lj <br />ABBOTT PARK <br />LOT# 15 <br />BLK. 11 <br />4EWB <br />"1499-FREEPORr' <br />GARAGZ BwnTc: <br />RIGHT <br />PALM <br />FOUNDATION <br />PLAN <br />EXP. <br />DATM 8/14/21 <br />BCAL1,2: 1/4"=1'-0" <br />BIEMT <br />s1 <br />