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3 <br />1.1 <br />Y <br />_ _ _ <br />------ FM-12X18 — <br />_ _ _ _ <br />—, ---� — FM-12X12 <br />1.1 <br />§ m NI <br />� 4' CONC. <br />4 <br />ul SLAB d i5 <br />m <br />do <br />F-20(24 1,•0. �-31/2 �aI <br />r <br />• I <br />10'-0" <br />10 <br />1.1 <br />Z <br />I <br />EXTEND-"'FM-12X18 -I <br />'O d <br />( <br />SLAB 1 1/2' L1 <br />I. <br />1.1 <br />v <br />M <br />I <br />I <br />N <br />'Wo-0" <br />SLAB I <br />. <br />4 <br />M <br />_ � <br />� <br />Q <br />'v <br />a <br />LL <br />I <br />t <br />I <br />I <br />�I <br />I <br />�I <br />I <br />I <br />I• <br />16-8' 5'-0" <br />4" PVC <br />CHASE- <br />9— <br />1 <br />L— — — — <br />— <br />4" CONC. <br />s 1/2 <br />- <br />--'' $ <br />4" <br />nT•►00 <br />' ' t7'-8" <br />2'$• <br />3'•0" 5 <br />SLAB <br />I <br />m <br />Lu <br />e <br />EXTEND <br />i <br />2 <br />1• <br />SLAB 1 1/2" <br />m 4" CONC <br />m <br />FM-12X18 <br />)gW SLAB <br />a I( <br />V-4 ILL ) <br />I <br />-7 1!2 <br />2 <br />b <br />'? <br />1.1 <br />MC-12X18 FM-12X18 a <br />FMC-1 18 <br />1.1 FM-12X18 1' <br />0 <br />Me <br />IN <br />2'-8" <br />10'-2" <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 />S. 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 112" 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.OINDICATED #6 BAR, OINDICATES #6 BARANDICATES #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 (#S = <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 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 (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />X-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 W 1.4xWI A 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-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />) Ws <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />() #Us <br />(+)0,4r <br />FM-1608 <br />18" <br />CONTINUOUS <br />18" <br />- <br />s <br />+ "1" <br />FMC-1208 <br />17, <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />x <br />24„ <br />s <br />1441 N. RONALD RFAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesipgroup.com <br />L AA #: 0003325 A <br />r <br />C <br />if <br />o <br />r <br />SLJmm At LOT <br />SILVERADO <br />LOT #11 <br />BLK• #19 <br />TROJSCT# <br />04128.002-11191 <br />MODsZ& <br />4EBB <br />"1828-CALI" <br />GARAGE OWDM: <br />LEFT <br />PAGR: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />1 acAL&: 1/4"=1'-0" 1 <br />FOUNDATION PLAN <br />SCALE: 1/4" =1'-0" <br />sl <br />