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�uvA <br />4" CONC. <br />�0S 0ue <br />T� OP OF T <br />SLAB <br />39'.8" <br />T-4' <br />— — — — — — — FM-12X18 <br />• <br />I <br />4" CONC. <br />LLI <br />SLAB w <br />' 1 <br />F-24X24 <br />19' <br />3 , 2 <br />LL <br />10 10'-0 <br />.1 <br />' <br />1 <br />EXTEND FM-12X18 <br />1 <br />SLAB 1 12' <br />1'1 <br />1 <br />.1 <br />I <br />I <br />,�� <br />TT OP OF <br />I. <br />SLAB <br />I <br />I <br />•I <br />I <br />I <br />LLI <br />I <br />I• <br />I <br />I <br />I <br />I4"PVC <br />CHASE �--�•�— <br />I <br />1 <br />— <br />- <br />512 <br />l-=4 <br />4" <br />I <br />ILL <br />o <br />I <br />I <br />EXTEND - <br />I. <br />2 <br />SLAB 1 12" <br />— — <br />FM-12Xi8 W 1 � 4"CONC <br />au <br />�N law SLAB <br />oa <br />I <br />3'-4" I LL I N �-3 12 I <br />7 12 <br />0 <br />I <br />L�_ <br />I <br />FMC-12X18 <br />FM-12X18 FMC-12X18 <br />FM-12X12 L 1 FM•12X18 <br />J <br />4 4 <br />2'-8" <br />181-W <br />2'-S" <br />T-10" 10'-Z" <br />4'-4" 14'4" <br />21'-f <br />39'-W <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-(r <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 +-U-01. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHEIR MSE. <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 />8. 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 WTH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WMNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WMNDOWWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAVWNGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.EINDICATED N5 BAR, BNDICATES AS 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 05 = <br />30", MB -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 ALLALLOVWABLE <br />SOIL BEARING CAPACITY OF 2,00(FSF. TRANSFER REINFORCING (TOP STEED HAS <br />BEEN DELETED UNLESS NOTED OTHERNASE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE A5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERVNSE 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 GROUT ("0 PSI), UNITS LAID IN <br />RUNNING BOND, <br />10. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i 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, Slh EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />I REINF. <br />I REMARKS <br />6x8 W1.4xW1.40VER <br />GENERAL <br />3 12' <br />8 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 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 />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />FM-1202 <br />12" <br />CONTINUOUS <br />17' <br />(2)*V. <br />FM-12x18 <br />7' <br />CONTINUOUS <br />18' <br />2 NSh <br />+0'-0" <br />FM-18x18 <br />16' <br />CONTINUOUS <br />18' <br />- <br />()s5's <br />•0'-0" <br />FMC-1208 <br />1T <br />CONTINUOUS <br />1S" <br />751� <br />VARIES <br />F-24x24 <br />24' <br />24" <br />7' <br />a <br />a <br />(_)0'_4•• <br />19 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesVigroup•com <br />AA 0: 0003325 <br />IF <br />UNDIR & Lr02% <br />SILVERADO <br />LOT #50BLK. #6 <br />R OJ=T## <br />4 02- 61 <br />MODMIL: <br />4EBB <br />"1828-CALM" <br />OARAIOE anDM: <br />LEFT <br />PAOZ4: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />