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2A'1i" <br />TE 1 <br />4" CONC. <br />SLAB <br />O a Y L, -312 <br />N <br />---.. <br />— FM-12X18 <br />— — — <br />— <br />---� <br />' <br />EXTEND— <br />I <br />1.1 <br />SLAB 1 112" <br />I <br />10'-0" <br />.I <br />I <br />I. <br />I <br />d <br />I . <br />I <br />TOP <br />OF <br />N <br />BLAB <br />LL I <br />ILL <br />'I <br />I <br />� <br />I <br />I- <br />I, <br />I <br />I <br />21'-0" <br />•I <br />I <br />4" PVC <br />CHASE <br />�" <br />•I <br />20'+1"TEA <br />I <br />� <br />l <br />( <br />I <br />4: 5 12 o <br />m <br />EXTEND <br />N <br />SLAB 1 12" I <br />a <br />3'-p 5 <br />I <br />I <br />p <br />I <br />I <br />ILL <br />I� <br />I <br />i <br />2 <br />a <br />EXTEND <br />1.1 <br />O <br />SLAB 1 112" <br />FM-12X18 <br />rn <br />w <br />_ — <br />4" CONC <br />SLAB <br />j <br />ul <br />4". 3,1, 4" I <br />i0 a 4 3 t/2 <br />2 I <br />ILL <br />I <br />1 <br />FMC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />L 1.1 <br />FM-12X18 <br />4 <br />— — <br />4 <br />.1 <br />1 <br />.1 <br />4'-0" '-4" <br />4'-0" <br />8'-10" <br />19%8" <br />6,-8" <br />1314" <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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-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 />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,EINDICATED #5 BAR, UNDICATES #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 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 AC-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: Pm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM. C476 GROUT MW PSO, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6Ih EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />— W1.4XW1.4OVER <br />GENERAL <br />31/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WI 3d' 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-12x18 <br />17, <br />CONTINUOUS <br />18" <br />FMC-12a18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />VARIES <br />FM-12z12 <br />12" <br />CONTINUOUS <br />12' <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />#5 IN CURB <br />4 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abde igngroup,mm <br />AA #: 0003325 . <br />F <br />W <br />J <br />0 <br />{1 <br />� <br />3 <br />W <br />Pv <br />yy11 <br />W <br />d) <br />Q' <br />1- <br />d) <br />a <br />� <br />�R <br />4 <br />� <br />4 <br />QQQ <br />*4U <br />IT <br />it <br />SVHDIV. a LOT <br />SILVERADO <br />LOT #21 <br />BLK #7 <br />PROJECT# <br />04128.002-21071 <br />MoDml "" <br />4ENB <br />"1751—NEUVILLE" <br />GARAGE SWDCO- <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />AR <br />DPw. UM 06/04/19 <br />SCALE, 1/4"=1'-0" <br />$FIEET <br />s1 <br />