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AA'-n- <br />15'-6' <br />15'-4" <br />1 T-2' <br />4'-W <br />9'-8' <br />1'-4° <br />5'-0" <br />7'-10" <br />4'4' <br />V-6" <br />'4 <br />TY OP OF <br />O1 <br />SLAB <br />------------------- <br />TE-1 <br />JIM <br />4-- <br />3 FM-16X18 <br />--'----tl6rr <br />------ <br />r <br />----- <br />FM-i8X16 <br />�i <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />� <br />I <br />11 <br />�q <br />4° CONC. <br />wa SLAB <br />I <br />iq li <br />I <br />I <br />" <br />° <br />1 <br />I <br />I <br />( <br />4'PVC i11 <br />9' 2' <br />3' 1' ILL <br />CHASE i; <br />( <br />-31/2' <br />„ <br />1 <br />1 <br />1 <br />FM-16X18 <br />11 <br />ii <br />I <br />I <br />1- TEE1 , <br />1.1 <br />EXTEND <br />SLAB 11/1" <br />ii <br />I <br />I I <br />ii <br />I <br />Iw <br />I <br />p v2 <br />;; <br />1 I <br />Ij <br />I <br />1 1 <br />ii <br />1 <br />1 <br />2'-5- 11 10'S" <br />I <br />LL J <br />�'E-1 <br />ii <br />ml <br />12 <br />1.1 <br />ei <br />xI <br />11 <br />'i <br />I <br />A <br />LLL <br />I <br />11 I <br />11 <br />1 <br />o <br />1 <br />li it <br />it i c <br />I <br />I <br />I <br />I <br />n 1 <br />I <br />�0'-0" <br />FIN. ELEV. <br />ii i i <br />i I <br />FIN. CONC. SLAB <br />1' PVC CHASE <br />/N <br />I <br />FOR ELEC. @ <br />ISLAND <br />I <br />L <br />ii i i <br />I <br />I <br />bl ;I <br />1 1 <br />ii <br />I <br />1.1 <br />i <br />I <br />I <br />34'-10" <br />i I 13'-2' <br />I m <br />11 <br />1 <br />r--------------TE1-------- <br />-- <br />----� <br />1 <br />*31/2' <br />EXTEND m <br />1 <br />I <br />SLAB 1 1/2' N <br />I <br />I <br />1 <br />1 <br />O I <br />I <br />I <br />1 <br />1 <br />7I <br />w <br />5 <br />I <br />I <br />1 <br />20' 4' <br />1 <br />24'-4- <br />314' 1 <br />I <br />1 <br />1 <br />i <br />I <br />2 1 , <br />1 <br />EXTEND <br />I <br />'1 I <br />SLAB 1 1/2' <br />FM-16X18 <br />wa <br />x l <br />I---- <br />1 <br />N <br />m <br />m 1 <br />I <br />1 <br />I 2I <br />I <br />1 31/2• <br />m 1.t <br />LL <br />° <br />I <br />4 <br />I °oW <br />I <br />I � a <br />1 1 <br />I <br />i <br />+51/2' <br />a <br />4 1 <br />I 1.1 FM-16XI8 <br />--------- <br />--J ----- <br />— <br />L----- FM-18X78 <br />---------- <br />—1.1 FM-16X78 <br />----- <br />--- <br />' <br />J <br />TE-1 <br />4 4 <br />T-2' <br />3'-10, <br />8'4" <br />6'4- <br />'4' <br />16". <br />•1 <br />1'-8' <br />8'1' <br />'-4• <br />1&4' <br />28'-4' <br />48'-0' <br />",-4'SLOAB <br />FLD <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'-V. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. <br />S. 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/L' 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 />11.0I4DICATED #5 BAR, OINDICATES #6 BAR, UNDICATES #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 9D° <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 W ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN <br />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 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />6x6 W 1.4-1.4 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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />CONTINUOUS <br />Ia. <br />- <br />(2) #F. <br />=1.'TH <br />CONTINUOUS <br />18' <br />- <br />(2) #6's <br />#5 IN CURB <br />VARIES <br />24" <br />12, <br />(2) #5's <br />(2) <br />SEE PLAN <br />FOUNDATION PLAN <br />SCALE: 1/4' = V-0" <br />LLC. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33SU <br />PH: 813 MW2628 <br />FAX: 813886-2802 <br />