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48'A" <br />15'-6" <br />15'4" <br />17'-2" <br />5'.0" <br />T-10" <br />4'-4" <br />3'6T <br />A <br />fO <br />T O <br />SLAB <br />----� <br />TE-1 <br />------ ----- <br />r <br />-''''-- <br />3 <br />1 FM-16X18 <br />1 <br />1 FM-16X18 <br />L <br />f{ <br />I <br />I <br />I <br />1.1 <br />I <br />i <br />I <br />I <br />i <br />1 <br />4"CONC. <br />ii <br />I <br />�q <br />m� <br />Way SLAB <br />I <br />Wrr <br />1 <br />X <br />ml <br />I <br />y�- <br />I <br />ri <br />I <br />( <br />I <br />LLI <br />I <br />I <br />j <br />4" PVC ! <br />i <br />9,_2„ <br />3,_1„ <br />I <br />CHASEr i <br />I <br />31/2" <br />I <br />I <br />L <br />ii <br />3-8" <br />1-i8X18 <br />-- <br />--M----- <br />----- <br />-------J <br />F <br />f,r <br />1 <br />rr <br />I <br />L -TE- <br />1.1 <br />EXTEND <br />i <br />1 <br />SLAB 1 1/2" <br />36.x 6. <br />1 <br />I <br />1-31/2 <br />� <br />I <br />2'-5" <br />r <br />r TE-2 <br />r r <br />I <br />12 <br />rr <br />�I <br />xI <br />1 <br />ii <br />I <br />ri <br />�I <br />I <br />i <br />8 <br />I <br />n <br />n <br />; <br />rr <br />rr <br />I <br />1 <br />if <br />I <br />0'-0" FIN. EL% <br />1 <br />FIN. CONC. SLAB <br />I <br />1" PVC CHASE <br />I <br />FOR ELEC. @ <br />f <br />1 <br />I <br />ISLAND <br />1 1 <br />1.t <br />I <br />34'-10" <br />ir' <br />13'•2" <br />I <br />I `X <br />ii Y <br />I <br />I <br />I`r° <br />if a0 <br />1 <br />1 <br />19,$1 <br />l7 <br />2,_8„ <br />5'-0„ <br />----� <br />--------------TE1 --- <br />• i <br />1-31/2" <br />EXTEND <br />1 <br />I <br />SLAB 1 1/2" iy <br />I <br />I <br />I <br />I <br />O ' <br />I <br />i <br />I <br />I <br />wI <br />5 <br />I <br />I <br />20'4" <br />24'4" <br />T4" I <br />I <br />I <br />I <br />EXTEND <br />iA <br />I <br />SLAB 1 1/2" <br />I <br />FM-16X18 <br />o <br />N <br />W <br />a <br />- <br />x l <br />J <br />ym <br />OI <br />12t <br />LL I <br />5,_5„ <br />zm <br />1J <br />1 <br />IL <br />I <br />I oa <br />`vN <br />I <br />I 1 <br />I <br />j <br />5 112" <br />4 <br />4 I <br />I 1.1 <br />FM-16X78 <br />--J <br />L----- FM-16X18 <br />---_------tt--FM-16X18 <br />-- <br />1.1 J <br />4 <br />4 <br />3'-2" <br />T-10„ <br />6,4" <br />,4„ <br />6"1. <br />1.1 <br />76,-0„ <br />1.1 <br />1,A" <br />8,4„ <br />,_4„ <br />13'4" <br />28'A" <br />48'-0" <br />,/,-4" CONC. <br />SLAB <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 +-0'4", 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 />/1.EIINDICATES #5 BAR, OINDICATES #6 BAR,NINDICATES ill 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", #5 =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 402/602-16, 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 />T-O" 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 />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REIN,. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <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 />19, <br />- <br />(2)#Sb <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />16' <br />- <br />( s <br />#5 IN CURB <br />VARIES <br />F-2424 <br />24" <br />24' <br />12' <br />(2) 8 <br />( I#5's <br />- <br />(+)O"-U' <br />TEA8" <br />SEE PLAN <br />8" <br />- <br />(1) 's <br />- <br />(•)O'-0" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />-(1) <br />'s <br />(1)#51N CURB <br />-)0'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'.0" <br />A R C N I T! G T• 1 <br />6 <br />Grouper <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />w .a6dmigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813686-2626 <br />FAX: 813686-2802 <br />LOT# 9 <br />BLK 10 <br />PROJECT# <br />PAGE: <br />FOUNDATION <br />PLAN <br />16 <br />DATE. 06/09/21 <br />SHEET <br />si <br />