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EXTEND <br />SLAB 1 1/2" <br />— — 14-12X18 <br />• I FM-12X12 "- <br />— <br />4" CONC <br />m <br />1 1A <br />I� SLAB u <br />I` <br />1 <br />4 <br />x <br />y <br />w <br />I j .3 1/2 0 a io <br />Y <br />F 2 24 <br />9,-0" <br />2 <br />,0 <br />---- <br />r— 1 FM-12ZX18 <br />1A <br />I <br />I <br />I <br />I <br />I. <br />I <br />- <br />TOP OF <br />4 <br />1O <br />SLAB <br />I <br />1" PVC CHASE N <br />I FOR ELEC. 0 <br />ISLAND LL <br />1 <br />�4 <br />I� <br />x <br />I <br />I� <br />ILL <br />I <br />.I <br />I <br />`. <br />a (L <br />I <br />Y <br />EXTEND 4 PVC <br />CHASE <br />I <br />SLAB 1 112 <br />I <br />TE1—='---J. <br />----- <br />�- 51/2 <br />4" CONC. <br />} <br />SLAB <br />I <br />T-6 <br />a'_0" <br />= I <br />F <br />SLAB <br />1 <br />~I <br />lu <br />EXTEND O 2 <br />FM-12X16 <br />SLAB 1 1/2" y <br />1.1 <br />_ _ _ <br />4 CONC. <br />m I <br />X <br />a <br />W <br />S 36� oaf �I 6"3,1„ <br />I <br />I <br />��__ <br />,., <br />1.1— J <br />FMC-12X18 FMC-12X18 <br />— — — — — FM-12X16 - <br />— — <br />——FM-12X18 <br />- FM•12X12 <br />twi <br />FOUNDATION PLAN <br />SCALE: 1 /4" = V-0" <br />Tm <br />� <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 +-0'4". <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 />S. 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 />I I.GINDICATED #5 BAR, GINDICATES #6 BAR,0NDICATES #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", #5.361. 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: 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 d OF SLAB SUPPORTED <br />T-IT O/C MAX. SEE PLAN FOR WWM 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 />I REINF. <br />REMARKS <br />6.6 W1.4xW1A OVER <br />GENERAL <br />1 31/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNOATION WITH 3a' LEG EACH WAY. <br />MARK <br />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-1Dc18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />IT <br />- <br />) s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />() 's <br />() s <br />FM-1at12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)#5's <br />TEA <br />W <br />SEE PLAN <br />1. <br />- <br />s <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abde•lgngroup.com <br />AA #: 0003325 <br />I'o <br />S <br />4 <br />0 <br />• <br />t� <br />SJ <br />q <br />ai <br />I <br />ttyy <br />1i1 <br />SXMDIV. a• LiOT: <br />SILVERADO <br />LOT #10 <br />BLK #18 <br />PROJECTI/ <br />04128.002-10181 <br />MODEU <br />4EAB <br />"1672—ARIA" <br />GARAGE Sr►MG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DA 10/09/19 <br />SCALE: 1/4"=1'-0" <br />SiiEET <br />sl <br />