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EXTEND <br />SLAB 1 1/7 <br />i <br />a <br />Y <br />— — <br />F4-12X18 3 <br />FM-12X72 r <br />4" CONC. I <br />IX SLAB IcxS <br />to <br />c <br />b, <br />N w <br />+-3,io i` <br />2 pa <br />F-2024 <br />�' <br />9'-6" 2 W <br />`1I <br />t 0 5 <br />FM-12X18 <br />1 <br />I <br />� <br />I 0.0.$ <br />TOP OF <br />SLAB <br />1" PVC CHASE <br />—FOR <br />I <br />ELEC.@ <br />LL <br />li ISLAND <br />1 <br />Sp <br />I <br />1.7 <br />� <br />I <br />n <br />I <br />f <br />� I <br />( <br />19' 0" <br />19' 0" <br />m <br />m <br />0 <br />Z <br />q <br />I <br />EXTEND 4" PVC <br />SLAB 1 12" `CHASE I <br />TE1— <br />— — — — — <br />*-5 1/2 �' I <br />5 F I <br />4" CONC. <br />SLAB <br />61 <br />I 18'-0" <br />2'-8" 17'-8" <br />O <br />m <br />I <br />I <br />3'•6" <br />SLAB F <br />� <br />w <br />FI <br />w LL <br />t,t <br />EXTEND O <br />2 <br />FM-12XIB <br />SLAB 1 12" 7Jp <br />4 CONC. <br />I <br />$ <br />' I i SLAB 0 ". 6" 3'-4" <br />6" <br />/2 <br />o� LLI <br />2 I <br />IL <br />,., *712 <br />1.1— <br />FMC-12X16 FMC-12X18 <br />— — — — — FM-12X78 — — <br />——FM <br />FM-12X12 <br />I Ell III <br />m <br />m <br />2'-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 <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 />6. 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 />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.01NOICATED #5 BAR, EIINDICATES #6 BAR,RNDICATES #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 ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. 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.530.131ASCE 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: F'm. <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), 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 W WM 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 />I THICKNESS. <br />REINF. <br />REMARKS <br />6.6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3(" 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-12xi8 <br />12" <br />CONTINUOUS <br />18" <br />- <br />12) #Ss <br />- <br />(+ 0'•0' <br />FMC42x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />75 INCURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br /># s <br />- <br />(+)X-01' <br />FM-1202 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #6s <br />- <br />(-)0'-4" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />'s <br />#5 IN CURB <br />- U-0" <br />d N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />y <br />24 <br />b <br />0 <br />y <br />O <br />ti <br />lik- <br />DRA� 08/16/18 <br />SCALE: 1/4"=1'-0" <br />9I;EET <br />si <br />