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CONC. <br />-4B <br />. <br />— — FM-12X18 — — — — — — f i 3 <br />• I— FM-12XI <br />— <br />I� SLAB <br />I-3 1!2 <br />a <br />F-24X24 <br />In <br />9' <br />10 <br />c <br />'i <br />(-- ----- •1 <br />FM-12X,8 <br />i�� <br />i J <br />4• PVC CHASE i J <br />i� <br />�? <br />I - <br />TOP OF <br />I(` i <br />m <br />I SLAB <br />FOR ELEC. @ i <br />ISLAND <br />I <br />i <br />i, <br />•I <br />� <br />� Y <br />4 <br />i <br />I <br />a <br />� <br />I <br />y <br />EXTEND <br />( <br />I <br />SLAB, vz" <br />— — — — — TE1— — — — — <br />4�51/2 v I <br />fV <br />,. y q• <br />I � <br />• � <br />I <br />�I <br />�I <br />W MI <br />XTEND O <br />2 <br />FM-12X,8 <br />y <br />SLAB 1 10jv <br />4 <br />I <br />CONC. <br />�I <br />• I SLAB awl 8° <br />(L 3'4" <br />6" <br />I <br />( 3 1/2 0 <br />i <br />a <br />�� <br />11 t J <br />L— <br />FMC.12X18 FM-12X18 FMC-12X18 <br />— — — — — — — —.11 <br />—FM-12X18 <br />FM-CE12 <br />10 <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 +_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 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.DINDICATED #b BAR, EIINDICATES #6 BAR,WINDICATES #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. 530-13/ASCE 6-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASC,E 5-13, USING: F'm = <br />1,500 PSI, TYPE'M" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } 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 />THICKNESS <br />REINF. <br />11 REMARKS <br />6x6 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 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 />FM-12x18 <br />12" <br />CONTINUOUS <br />16" <br />- <br />(2) #5's <br />- <br />(-)0'-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />s <br />051N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />- 0"_q^ <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />(-)0'4" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />_ 0•-0^ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744076 <br />www.abdealgngrouP•oom <br />L AA #: 0003325 <br />g <br />� <br />• <br />SJ <br />r <br />p <br />d <br />aUNDIV. At LOP <br />ABBOTT PARK <br />LOT #3 <br />BLK #10 <br />PnDJXCT* <br />04181.00 -03102 <br />MODarl <br />4EAB <br />"1672-ARIA" <br />GARAGM STIMO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />