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29'-8" <br />TE-1 <br />— — — — � <br />25'-2" 3'-8' '-0 <br />I <br />' <br />� <br />4" CONC. <br />� <br />TOP OF <br />4 <br />eo <br />•; I w <br />a SLAB <br />I' <br />u1 SLAB <br />m <br />r> <br />Q <br />FM-iIF-24x24 <br />TEXTEND <br />1x1181'- <br />��]F <br />SLAB 1 1/2" <br />iiIiiI <br />13 <br />II <br />3'-2" <br />I <br />i <br />ii <br />CW-12x12 <br />J�LL <br />15'-8".1 <br />13'-8" i i <br />11 <br />w <br />4" PVC <br />CHASE <br />F* <br />TOP FF� <br />TOO <br />1 <br />SLAB ELEC. CONDUIT <br />N <br />I <br />FOR KITCHEN <br />LL <br />Lu r; <br />5' <br />ISLAND <br />( <br />1. <br />14'-9' 81-5. 2'-4" i i <br />4'-2.1 <br />LL <br />W <br />UP TO 2ND FLOOR <br />I <br />io <br />4 <br />u�Oi <br />(FIELD VERIFY <br />' <br />EXACT LOCATION) <br />I <br />e <br />1.1 <br />4'-2" <br />12'-0" 13'-6" <br />11 <br />F-24X241 <br />EXTEND <br />1.1 <br />F-24X'2-4 <br />J--- <br />SLAB 1 112' <br />_ _ <br />iN <br />N <br />_ CW 1-12 <br />J <br />$5,/2 <br />I <br />I <br />�I <br />� <br />I <br />11 3•-0. <br />. 1 9 <br />NI <br />ICI <br />I <br />I <br />. <br />-0" <br />13'-4" <br />o <br />ILL <br />I <br />I _ <br />$31/2 rol <br />N <br />b <br />" ) m <br />I <br />EXTEND <br />SLAB 1 112" <br />) Lp LL 1 <br />1 u <br />) U IL) <br />I,—FM-1 <br />1 i -� J <br />`N ) <br />2 <br />14 <br />1.1 <br />$-7 to J <br />6'-4"` <br />3'4" <br />FM-16x18 <br />FM-12x18 <br />M <br />Y <br />T1'-4" 7'-0" 1'-a" 2'-O 16'-0" TZ-o. <br />9'-8" 20'-0" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4 = 1'-0' <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.OINDICATED #5 BAR, OINDICATES #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 />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. 530.13/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 } OF SLAB SUPPORTED <br />3'-0" W O/C MAX. SEE PLAN FOR W M SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Bth EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W 1..1.4 OVER <br />GENERAL <br />3 112" <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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />tr' <br />CONTINUOUS <br />16, <br />- <br />(2)#5's <br />(+)0'-0" <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />(+ ^-0^ <br />jFMC-i6xl8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />VARIES <br />12" <br />SEE PLAN <br />12, <br />- <br />s <br />- <br />+ <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />VARIES <br />12" <br />SEE PLAN <br />8" <br />- <br />s <br />_ <br />(+)0'-0"za' <br />24^ <br />1r' <br />TE-7 <br />8" <br />SEE PLAN <br />8" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwAbdesigngmup.00m <br />L AA 0: 0003325 <br />k6 <br />O <br />[PROJECT# <br />tmDIV. a LOT <br />ABBOTT <br />LOT #11 <br />BLK #10 <br />04181.0 0— 1101 <br />MODELo <br />3EFB <br />"2447- ROBIE" <br />GAtsAGE SWWO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />24 <br />8CALs:1/4' = 1'-0' <br />8*1E T <br />sl <br />