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11'4" 101-0" 7'-8" <br />F TE-1 <br />4" CONC. <br />SLAB <br />T-6- <br />25'-6" <br />4' CONC. <br />4 <br />ro <br />lLu m <br />SLAB wl <br />+ 3 1/2 <br />SLAB <br />— — — — <br />EXTEND <br />3 <br />\1 <br />1.1 SLAB 1 1/2" <br />�Z <br />U <br />. <br />,1 <br />4"PVCI <br />;CHASE <br />'T O <br />,1 <br />\ ` SLAB <br />y <br />10'-1" <br />18' <br />I <br />( <br />I <br />I <br />4 <br />m <br />I <br />I <br />I <br />I <br />I <br />4 <br />I <br />I <br />. <br />I <br />I <br />m <br />I <br />n <br />I <br />TE-1 J <br />m <br />F — — _ <br />N <br />I 'v 5 1/2 " <br />EXTEND 'a Tv"� <br />SLAB 1 1/2" <br />w <br />( <br />5 <br />r 1.1 <br />1 <br />( ? 15OLLARO <br />R <br />1.1 <br />1 AS REQ. I <br />I <br />�----- P'ER SLOG. <br />1.1 <br />r CODE <br />I- CONIC. LLI m FM-12X18 <br />I S� oai� 2 <br />I -31/2 I 1, <br />4 <br />LL I 3'-4 EXTEND <br />c <br />— — m SLAB 1 112" <br />N <br />i <br />1-- 1 �, I <br />ml <br />1.1 1" pW. <br />?I <br />FW12X18 <br />I 12 I <br />J �I <br />Im <br />5'-4" <br />8'1' <br />n <br />ILL <br />+-7 112 <br />FMC-12X18 FMC-12X18 <br />FM-12X18 <br />4 <br />4 <br />1.1 <br />1.1 <br />1'-8" <br />8'-0" <br />13'-8" <br />4'-0" <br />11'-4" <br />29'-0" <br />FOUNDATION PLAN <br />SCALE: 114" = 1'-W <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 +4-0", SEE SURVEY PLOT FOR NGVD. <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 />11.0INDICATED #5 BAR, (]INDICATES #6 BARANDICATES #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 />16. 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. 530-13/ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 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 />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />1 31/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] 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-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(-)U-O" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />M-1 12 <br />" <br />CONTINUOUS <br />12" <br />- <br />2 #5's <br />(—)Old. <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#68 <br />+ '-0" <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2)#Ss <br />+ '-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />V <br />q, <br />d <br />sUDDiv ae LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK. #10 <br />Pl oi= 1� <br />04181.000-17101 <br />MODZU <br />3EKB <br />"1405- KEYSTONE" <br />GARAaZ 9TfW0: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH Ey. C <br />