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4" CONC. <br />�0sL0Ae <br />y SLAB <br />39'-8" <br />3'-4" <br />— 1 <br />— — — — FM•12X12 <br />— — — — FM-12X78 — <br />1.1 <br />�I <br />4" CONC. <br />�I SLAB a <br />g I <br />F-24X24J V-0" �.3 12 <br />. I <br />10 <br />EXTEND FM-12X18 <br />1 <br />SLAB 1 12" <br />1.1 <br />I <br />i <br />Iz <br />I. <br />I <br />I <br />F <br />T.T <br />I. <br />SLAB <br />I <br />I <br />ILL <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />�I <br />I <br />I <br />.I <br />LLI <br />I• <br />I <br />4" PVC <br />L <br />CHASE <br />— — — <br />—-1 <br />TE <br />I <br />I <br />I N <br />• <br />4 5 12 <br />: = <br />�-- <br />4" <br />17'-8" <br />2'-8" <br />I <br />I <br />I <br />• 13� 5 <br />, <br />io <br />. ILL <br />o <br />I <br />I <br />EXTEND <br />1 <br />2 <br />1. <br />SLAB 1112" <br />4"CONC <br />• I <br />FM-12X18 m ( <br />law SLAB <br />I <br />Oa <br />3'-4" I )y 4:3— 12 i <br />I, <br />7 122 <br />2 LL <br />5 J <br />F-FIVIC-12)(18 <br />+ <br />FM-12X18 <br />FMC.12X18 <br />4 <br />L _ FM•12X18 <br />J <br />4 <br />2'-8" <br />18'-0" <br />2'-8" <br />3'-10" 10'-7 <br />4'4" 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 --O-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 LAM AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />S. 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. L9NDICATED #5 BAR, ENDICATES #B BAR, MDICATES #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 (05= <br />30", #8.38'), 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 SEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE *VS 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"S" MORTAR, ASTM C476 GROUTMW PSG, UNITS LAID IN <br />RUNNING BOND. <br />18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWNI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, &h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />Bx8 W1.1-1.40VER <br />GENERAL <br />3 12' <br />S 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 />LONG <br />TEA <br />8" <br />SEE PLAN <br />10, <br />FM-12x12 <br />17' <br />CONTIN S <br />12' <br />(2)*Us <br />FM_12x18 <br />1 z <br />CONTINUOUS <br />18' <br />2 #Ss <br />FMA8x18 <br />18" <br />CONTINUOUS <br />18" <br />- <br />(2)#Us <br />+0'-0" <br />FMC-12x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)# s <br />F•24x24 <br />24" <br />24" <br />12- <br />s <br />s <br />- &4' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdeoWWoup.eom <br />L AA #: 0003325 <br />Qap <br />8 <br />W <br />2 <br />L <br />L <br />¢q <br />4 <br />a <br />b <br />sumxv. ae Loan <br />SILVERADO <br />LOT #4 <br />BLK #17 <br />041RJOT <br />8.00 -04 7 <br />xoDMA <br />4EBB <br />"1828-CALI" <br />GAPMOR QTIMIGh <br />LEFT <br />PAGIM <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />