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'o-' <br />28'4" <br />-4" <br />9'-8' <br />9'-8" <br />15'-10' <br />3'-4" <br />• — <br />—FM-12X12 — I— — — — <br />1 <br />— — — FM— — _ <br />— — _ <br />I� <br />1. <br />. <br />b <br />4•CONC. <br />I <br />I� <br />SLABu. <br />a ¢ <br />g <br />Ow <br />J a +3 12 1,-(r LF-24X24 <br />l <br />10' 0 <br />10 <br />I <br />• <br />r 1 <br />FM-12X18 XTEND <br />1. <br />I <br />SLAB 1 1/2" <br />I• <br />I <br />.I <br />IO <br />I <br />I' <br />SLAB <br />n <br />I <br />Ix <br />ILL <br />I <br />I . <br />I <br />I• <br />1 <br />4" PVC <br />b <br />J%CHASE <br />I <br />1- <br />— <br />I <br />"2'-8" <br />17'-8" <br />5 3'-(r <br />I <br />I <br />I <br />a <br />I <br />io <br />N <br />-EX <br />I ---- ,' <br />SLLABr1D12 <br />2 <br />14" CONC !2 FM-12X18 <br />1• <br />,SLAB o W) x r <br />I . <br />1 4 3 12 N al LL I T-4- <br />I U <br />b <br />2 <br />7 12 <br />1 <br />1 <br />' <br />FM-12X18 _ J <br />MC-12X78 v <br />FM-12X18 <br />FMC-12XIS <br />4 <br />4 <br />21'-4" <br />4'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />3 <br />1. <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 +4-0", 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 />8. PROVIDE ISOLATION JOINTS BETV%EEN 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 />WINDOWIDOOR 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. MNDICATED #5 BAR, 8NDICATES #8 BAR, 8DICATES #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", #8 -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 ALL ALLOWABLE <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'$ 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.530.13IASCE 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 PSq, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0" OIC MAX. SEE PLAN FOR WVW M SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bx88 1.4OVER <br />GENERAL <br />3 12' <br />a MIL VAPOR <br />MIL <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 />Tr-1 <br />8" <br />SEE PLAN <br />10' <br />-(2 <br />#5% <br />FMAW2 <br />IT <br />CONTINUOUS <br />12, <br />(2)#5's <br />FM-12x18 <br />17, <br />CONTINUOUS <br />19, <br />2 <br />FMASX18 <br />Is" <br />CONTINUOUS <br />18' <br />(2) <br />+0•-0^ <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />I <br />- <br />(2)#Vs <br />F-24x24 <br />24' <br />24" <br />12' <br />s <br />s <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />.°j.. <br />i <br />C, <br />C <br />0 <br />m <br />roar <br />SILVERADO <br />LOT #7 <br />BLK #17 <br />04 8.0-77 <br />MOD <br />A <br />"1828-CALI" <br />GARAGa 81WIM 2 <br />RIGHT <br />PAGI <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />rpumT <br />Dw10/09/19 <br />aCAUD 1/4-=1'-0" <br />s»r <br />s1 <br />