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73'-8" <br />5T-4" <br />20'4" <br />10'-10" <br />20'-1" T-I" <br />6'-, 1" <br />28'-B" <br />25'-4" <br />5'-0" <br />23'-0" <br />OF <br />1 7 <br />SLAB <br />4 <br />— — — — <br />— — — — — — — — — <br />— — — <br />— — — —;,� — <br />— <br />4" CONC. <br />FM-18X78 <br />1 <br />q <br />FM-16— <br />FMC-i6X18 <br />SLAB <br />4 <br />12 c� -31/2" t <br />I <br />2 <br />TEA <br />ao <br />I <br />LL <br />I <br />4 <br />I <br />ry; <br />`= <br />�I <br />19'-8" <br />2'-0 <br />----4 <br />FM-16X18 CHASE <br />` <br />I <br />-5,t2�"I <br />SLOPE 2" <br />X <br />7t <br />-31/2"+ <br />I <br />c <br />J <br />10'-0" <br />I <br />m <br />4 <br />1.1 <br />3 1/2" <br />28'-7" <br />6'-7" <br />SLOPE 1/8" <br />r�_�� <br />m <br />SLOPE <br />I PER FT. I <br />K <br />PER FT. <br />I <br />( EXTEND <br />14"CONC. I <br />I <br />a <br />o-�0 <br />0'-0" <br />SLAB 1 12" <br />i <br />1 SLAB 3 12'I <br />�_ <br />LL <br />I 4 <br />4 <br />SLAB F <br />9'-0" <br />— _D <br />w 4„ CONC. <br />I - <br />`` <br />m 7 3 <br />2 <br />SLAB <br />I N <br />1.1 1'1 <br />FMC-16X18 <br />V�-,12X12 <br />—47 <br />EXTEND <br />SLAB 1 1/2" <br />EXTEND <br />I I` <br />3'-4" T4" <br />SLAB 1 12" <br />m I~ <br />I � <br />N <br />X <br />.I 6'-8" I <br />LL <br />6'-4" <br />r FM-,6X,-6 — — <br />1 <br />12 <br />X <br />N <br />FM-16Xt8 1 <br />ILL <br />13,_8„ <br />rn <br />1 <br />II <br />io <br />I <br />4 <br />1" PVC CHASE <br />1p I <br />FOR ELEC. @ <br />o II� ISLAND <br />16'-2" <br />" <br />1.1 <br />F M -18 X 18 <br />F M -16 X 18 <br />1 <br />- <br />" <br />— — — — — <br />— <br />6-0" O/C MAX., <br />TYP., uNo <br />3'�1" <br />30'-9" <br />32'-9" <br />8'-2" <br />66'-10" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />RAL GENE <br />31/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS! 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-16x18 <br />16" <br />CONTINUOUS <br />16' <br />- <br />(2) #Ss <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />181, <br />- <br />O#Ss <br />#5 IN CURB <br />VARIES <br />CWC-12X12 <br />17, <br />CONTINUOUS <br />17' <br />(2)#5's <br />O-s <br />(+)0"-0" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />( ,s <br />#5 IN CURB <br />F-24x24 <br />24" <br />24" <br />17' <br />( --s <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 +44". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'-V% SEE SURVEY PLOT FOR NAVD. <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 />I I.OINDICATES #5 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 900 <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 =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 />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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />A I C N I T I C T I <br />Design <br />GrouP"I.o. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.alxleslgngroup.com <br />AA #: 000332B <br />f <br />BLJHDIv. & Lo <br />SILVERADO <br />LOT# 8 <br />BLK 16 <br />PROJECT# <br />03719.001-08161 <br />MODELA <br />"2558-HAWTHORNE" <br />GARAGE AMINO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH <br />DATE 06/10/21 <br />8CAL.E: 1/4"=1'-0" <br />8I;EET <br />sl <br />