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•--FM-12X12 <br />— I—-- <br />1 — <br />ull <br />--- FM•12X18-----� <br />4" CONC. <br />a K SLAB <br />ILL <br />w <br />a * 3 12 1,-0. LF-24X24 <br />l <br />70'-0" <br />10 <br />ull,�1 <br />r 1 <br />FM-12X18 END <br />I <br />I <br />SLAB 1 I1r <br />I <br />I <br />.I <br />TAO� <br />I <br />I <br />SLAB <br />. <br />I <br />�I <br />I <br />I <br />LLI <br />I� <br />I <br />I <br />I� <br />I' <br />I <br />ILL <br />I <br />•I <br />I <br />I 1 <br />4" PVC <br />CHASET40 <br />_ <br />_ <br />:a..� r TEA <br />— <br />ry I <br />I I <br />"2'-8" <br />*512 <br />s <br />1T-W <br />5 3'•0" <br />I <br />I <br />I <br />ro <br />I <br />I <br />� <br />o <br />gl <br />.I <br />1-EXTEND <br />I <br />SLAB 1 I1 <br />2 <br />,4"CONC. �, V FM-12XIB <br />1. <br />I <br />,SLAB �( x r- <br />Oa <br />( 312 N ( I <br />T " <br />ILL <br />2 <br />712 <br />so <br />L <br />1. <br />FM-12X18 J <br />MC-12X18 v <br />FM-12X18 <br />FMC•12X18 <br />b <br />4 <br />4 <br />10'-7 T-10" <br />2'-8" <br />18'-0" <br />2'-W <br />21'41 <br />14'0 4'-4" <br />39'$" <br />FOUNDATION PLAN <br />SCALE: 11C - 1'-0" <br />SLAB <br />TOP OF <br />SLAB <br />1"� T-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 « 0'-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION •-0'-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 12" 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 />WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />i 1. MNDCATED #5 BAR, BNDICATES N6 BAR, EDICATES 97 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 (05 = <br />30", NB -361, 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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. 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 VITH A.C.I. 53D•13IASCE 5.13. BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13IASCE 5.13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT MW PSq, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" OrC MAX. SEE PLAN FOR WIN 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 />REINF, <br />REMARKS <br />Bx6 W1.4xW1.40VER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION VVTH 30' LEG EACH WAY. <br />MARK <br />MOTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />S RT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10" <br />FM-12x12 <br />12' <br />CONTINUOUS <br />17, <br />(2)#5's <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18' <br />FM-16x18 <br />16" <br />CONTINUOUS <br />Is" <br />- <br />(2)#Vs <br />«0"-0^ <br />FMC-1208 <br />12, <br />CONTINUOUS <br />IV, <br />- <br />O#5's <br />F-24x24 <br />24" <br />24' <br />IT <br />s <br />s <br />-0•-4" <br />st <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32TBO <br />PH: 40T-7744078 <br />FAX: 4OT-7744078 <br />www.abdeskgngroup.com <br />AA #: 0003325 <br />W <br />L <br />p <br />lu <br />Q <br />lee <br />aysDiv a moat <br />SILVERADO <br />LOT #13 <br />BLK #18 <br />1aMT —13 <br />moDIns <br />4EBB <br />"1828—CALM" <br />GARAGN ■WMCk <br />RIGHT <br />PAGM, <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />I AFA*UEar- <br />ELM <br />)cT 042 <br />P101 AND A ABOUCHACR <br />/R NO 93723 <br />P � D10/09/19 <br />8CAIJlh 1/4-=1'-0" <br />anmac ' <br />s1 <br />