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nlw <br />39'-8" <br />28'-8" <br />3'-4" <br />15'-10" <br />9,-6" <br />9,$. <br />,4. <br />3'-6" <br />36'-2" <br />0'-0" <br />TOP OF <br />SLAB <br />FM-12X12— <br />— - <br />ml <br />\\ <br />\\ <br />1A <br />4 4" CONC. <br />` C` <br />SLAB <br />x I <br />�cc <br />F-24X24� -0" n. <br />1' �31/2' <br />I <br />\ <br />I �\ <br />--- <br />EXTEND— FM-12X16 <br />4" PVC <br />SLAB 1 1/2' <br />'1 I <br />%%",.'�CHASE <br />1A <br />1 1A <br />\ <br />I <br />a-0 <br />I. <br />I <br />\ ` \\ <br />TOP Of <br />I <br />`\ <br />SLAB <br />\ <br />`,; <br />n <br />Ix <br />I <br />\ II <br />•I <br />\\ <br />I <br />. <br />X I <br />\\ <br />I <br />\� <br />LL <br />•I <br />�\ <br />I- <br />I <br />I <br />15'A' 5'-0" <br />19'-0" <br />\\ <br />d <br />1A <br />1 <br />— <br />_ TE 1 <br />1/2" <br />+6 <br />I <br />I <br />4" <br />17-8 <br />'" <br />'" <br />2-8I <br />I <br />X-0" 5 <br />i <br />I <br />I <br />m_ <br />Lu <br />• cJ <br />a <br />I <br />co <br />I <br />I <br />EXTEND <br />1 <br />2 1A <br />SLAB 1112" <br />1.1 ` — — — — - <br />11 11 SIMILAR <br />m <br />FM-12X18 4' CONC.I <br />c� <br />—,' �a w SLAB I <br />I <br />SIM LAR 51 <br />3,-5. tC1" ILL 05 <br />o71/Y <br />1A 2 <br />0 <br />1 lA <br />1 I <br />MC-12X18 <br />— — <br />fM-12X18 v <br />— — — — — <br />FMC-12X18 <br />— <br />4 <br />L 1.1 11 FM-12X18 <br />— — — — <br />0 <br />'1 J <br />4 <br />2'-8" <br />16'-W <br />2'-8' <br />3'-10" 10'-7 <br />4-1 14'-0" <br />21'-4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +.q-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 />11.13INDICATES #5 BAR OINDICATES #6 BAR,SNDICATES #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 FLANS. <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 #US 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 4021602-16, 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 } 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 />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3IQ" <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-12x12 <br />12" <br />CONTINUOUS <br />12" <br />()#Fs <br />FM-12xl8 <br />42" <br />CONTINUOUS <br />111" <br />(2) #5's <br />(+)(l'-0" <br />FM-,6x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />+ '-0" <br />FMC-12x18 <br />1Y <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />d N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 <br />_ <br />L <br />L� <br />M <br />@ <br />1 <br />F <br />IQ, <br />�Fj <br />E <br />lb <br />kb <br />6 <br />i <br />ib <br />cgs <br />aysaiv. a# LOT: <br />ABBOTT PARK <br />LOT #31 <br />BLK #12 <br />PROJWT41 <br />04181.000-31121 <br />MODEL. <br />4EBB <br />"1828—CALI" <br />GARAGE SVIMO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />D TE 01/20/21 <br />SCALm 1/4"=1'-0" <br />SHEET <br />sl <br />