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1G'.A" <br />T-4" <br />• — <br />— FM-12X12 — I — — — <br />1 <br />— — — FM-12X18 — _ — <br />— _ <br />I <br />1. <br />N <br />N b <br />4" CONC. <br />� <br />SLAB ILL <br />1 <br />ILL <br />0. <br />+ 3 12 1, LP-24X24 <br />l <br />1 <br />10'-0" <br />I <br />1 <br />r <br />1 <br />FM•12X18 91"ND <br />1. <br />SLAB 1 12" <br />I <br />I <br />.I <br />TAO� <br />I <br />I <br />SLAB <br />r <br />I <br />�I <br />I <br />I <br />Ix <br />I <br />1 <br />i <br />I <br />15'-W <br />I 1 <br />4" PVC <br />CHASE <br />f <br />I <br />i:` TEA <br />_ J <br />I <br />I <br />N I <br />1 <br />"2'-W <br />-512 <br />• .I <br />17,-0" <br />5 T-O <br />I <br />I <br />a <br />I <br />ro <br />I <br />. <br />I <br />o <br />LLI <br />-EXTEND <br />1. <br />S1/2" <br />2 <br />4" CONC. <br />SLAB n rc� r=M-12X18 <br />- <br />Oa <br />12 N) <br />� <br />13 <br />LL I 3'd" <br />ILL r2 <br />7 12 <br />L <br />FM-12X18 J <br />MC-12X18 <br />FM-12X18 <br />FMC-12Xi8 <br />4 <br />4 <br />1. <br />101-1 T-1W <br />2'-8" <br />18'-0" <br />2'-8" <br />21'4" <br />14'$ 4'-4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />4" CONC. <br />SLAB <br />� T�oa oFof <br />SLAB <br />I" 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 />S. 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 />8. 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 />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS, <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13NDICATED #5 8AR, BNDICATES #8 BAR, EDICATES 07 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 />3(Y", #8.36'), 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 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 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-8- MORTAR, ASTM C476 GROUT XW PSI), UNITS LAID IN <br />RUNNING BOND, <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WMMI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Sth EDITION <br />SLAB SCHEDULE <br />SLOB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />Bx6 W1.4xW7.40WR <br />GENERAL <br />3 1/I <br />S MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FCUNDATKNJ WITH W' LEG EACH WAY, <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />S ORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />IT <br />- <br />+ 0"-0' <br />FM-1202 <br />17. <br />CONTINUOUS <br />1T <br />(2)#5's <br />FM-1208 <br />iT <br />CONTINUOUS <br />18" <br />2455 <br />(+d-0" <br />FM-iex18 <br />1e" <br />CONTINUOUS <br />18" <br />- <br />(2) <br />FMC-12x18 <br />1T <br />CONTINUOUS <br />18" <br />- <br />(2) ffs <br />F-24x24 <br />24" <br />24" <br />1T <br />s <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.abdesWngroup.mm <br />L AA #: 0003325 <br />K <br />�a <br />p <br />b <br />lu <br />rL <br />y�j <br />p <br />O <br />O <br />almmxV. a LID <br />SILVERADO <br />LOT #2 <br />BLK #17 <br />P1WJnOT <br />04 2 .0 1-0217 <br />momm4EBB <br />"1828-CALI" <br />OAVLAGZ awlNM <br />RIGHT <br />P4AGIC: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />P � D10/09/19 <br />8CALIM 1/4"=1'-0" <br />alcom <br />st <br />