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01 <br />o <br />z <br />U D <br />O CL <br />in <br />39'-8" <br />28'-W <br />3'4" <br />15'-10" <br />9,_6" <br />9'-8" <br />,-4• <br />T-6" <br />36'-T <br />01-T <br />—11 <br />TOP <br />SLAB <br />ck <br />— <br />FM -12X12FM-12X18 <br />— — — — — <br />II <br />to <br />4'CONC. <br />SLAB <br />JF-24XX24� <br />g <br />` <br />a <br />31IT <br />• I <br />�� \ <br />�� \ <br />10'-0" <br />10 <br />i <br />EXTEND FM712X18 <br />—I <br />11 <br />4" PVC <br />SLAB 1 11T <br />\` <br />CHASE <br />1A <br />, <br />1 <br />1A <br />I ' <br />\ <br />,\ <br />_ <br />V <br />TOP OF <br />W <br />SLAB <br />I <br />\\ <br />13 <br />\\ <br />I <br />•I <br />, <br />I <br />• I <br />1, <br />\� <br />I <br />I <br />``\ \ <br />;; <br />LL <br />• I <br />\� <br />I <br />, <br />5'-0' <br />19'-0" <br />TE-1 <br />,tl <br />� <br />1A <br />71 <br />1 <br />1.1 <br />I. <br />+51rr <br />I <br />I <br />4" <br />17'-8" <br />T-8" <br />3'-0" 5 <br />I <br />1.1 <br />I <br />I <br />W <br />ILL <br />O <br />I <br />EXTEND <br />1 <br />2 <br />1A <br />SIMILAR <br />SLAB 1117 <br />11 <br />-- <br />FM-12X18 I ri m 4' CONC. <br />I <br />LL <br />I w SLAB I <br />I <br />SIMILAR 51 <br />3{• 1 <br />( I a $31/T I <br />1A I . <br />+-71/2' <br />1A 2 <br />0 <br />—J <br />t.t <br />1? <br />1.1 1.1 1�;, <br />t 1A <br />1 <br />rr <br />MC-12X18 <br />—- <br />16 <br />--aFM—C- <br />12X18 <br />a <br />0 <br />FM-12X <br />— ——— <br />1 <br />4 <br />.t <br />.t <br />7-8" <br />16'-0" <br />2' 8" <br />4'4" <br />3'-10" 10'-2" <br />14'-0" <br />21'4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />10 C0 W <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 +-0'-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 EIINDICATES #5 BAR, OINDICATES #6 BAR,■NDICATES #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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 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 i OF SLAB SUPPORTED <br />Y-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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W I A.W 1.4 OVER <br />GENERAL <br />3 V2" <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 />E-1 <br />8" <br />_ <br />s <br />- <br />(-)9'-0" <br />FM-12x,2 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) 5's <br />F10-1208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />(+Kp-0" <br />FM-16x18 <br />,6" <br />CONTINUOUS <br />18" <br />- <br />s <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />24" <br />s <br />s <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.can <br />AA •: 0003326 <br />c <br />O <br />BU13DM A. LOT• <br />ABBOTT PARK <br />LOT #9 <br />BLK #11 <br />PROJECT <br />04181.00t-09111 <br />MODEL <br />4EBB <br />"1828-CAU" <br />GAIR2AGE BI/ING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH E C <br />DATIC.. 01/20/21 <br />BCALE: 1/4"=1'-0" <br />SkMICT <br />s1 <br />