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8'-2" 66'-10" <br />30'-9" 32'-9" <br />6'.0" O/C MAX., <br />TYP., LINO <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />3 i FM-18XIS 1 FM-l( 1 M <br />II v <br />7o <br />I 1.1 1. 1.1 1, I <br />I <br />I <br />• o 1" PVC CHASE <br />l <br />1fi,_2„ II FOR ELEC. @ m <br />ISLAND <br />4 <br />� <br />a <br />mI <br />1 <br />Al <br />,., <br />m t 3,_8„ m <br />- <br />X <br />a <br />I <br />1 FMA(6X18 <br />I N - <br />FM-16X18 1.1 <br />- - <br />ao 6'4' <br />Y <br />ti <br />EXTEND <br />SLAB 1 1/2" I IF <br />I EXTEND <br />SLAB 1 1/2" I ?? <br />CM-,2X12 <br />I I <br />Wm <br />C-16X18SLAB <br />4" CONIC. iv 9 <br />a .9,_0,.1.1 1T-0" <br />o <br />r <br />4 <br />I W I E I <br />4 <br />I 1@/ EXTEND (4" CONO-3-$- <br />SLAB <br />SLAB 1 1/2" ) SLAB <br />I `SLOPE 28.7„ 6_7" ) cS <br />PER FT. LOPE 1/B" LL <br />*3 1/2" I PER -Ma FT.- J <br />m <br />I <br />I I i <br />-3,/2410. <br />SLOPE 2" <br />y' <br />u> <br />I- <br />I - - - -51/2" <br />FM-,6X16LLi <br />1 <br />'� <br />4„ PVC ,-�� 19,_8„ 2,-0" <br />I 1.1 CHASES' <br />1 <br />1.1 ( 4 <br />'I <br />m <br />I <br />IM <br />o <br />TEA <br />,2 <br />4" CONC. ; 1.1 c di -3 1/2" g 11 I O 12 <br />E'lF <br />L SLAB - - - FM-16X18 - - - - - m - - I - - - - - - - FM-16X18 - - - - q - - FMC-16X18 - - <br />Y <br />VJII <br />I I I I I I I 1 11-111 1 1 1 1 1 11 1 1 1 li'l 101111111111111militill <br />IL-joilillili- <br />1 11-111 1 1 lla lLdjH I I I I I I 10 <br />1 1 <br />IL!jl I I I I 1 14 <br />1 1 1 1 1 117111 i77rrrTrrrlM= I I 1 11-111 <br />-W 6' <br />4 <br />TOP OF <br />1. <br />SLAB <br />25'4" 5'-0" <br />2X-O" <br />101-101, <br />20'-1" <br />7'4" <br />8'-11" <br />28'-6" <br />Al <br />53'-4" <br />20'-4" <br />73'-8" <br />4„ <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF, <br />REMARKS <br />Bx6 Wl.4xWl.40VER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOPREINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16xl8 <br />16, <br />CONTINUOUS <br />le, <br />- <br />(2)#5•s <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />19, <br />- <br />2) WT. <br />#5 IN CURB <br />VARIES <br />CWCAZX12 <br />1z' <br />CONTINUOUS <br />1z' <br />(a)#5'" <br />(2)#5's <br />+ '•.0" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1 s <br />#5 IN CURB <br />-)014' <br />F-24x24 <br />24" <br />24" <br />17, <br />(T-Ws- <br />() 0. <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 +4-0", 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 />, 1.0INDICATES #5 BAR, []INDICATES #8 BAR,MNDICATES #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 />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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-0" 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 R C N I T 1 C T i <br />W De i In <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />dNIINI <br />BUDDIV & LOT: <br />SILVERADO <br />LOT #2 <br />BLK #16 <br />PROJECT# <br />03719.001-02161 <br />MODELa <br />"2558-HAWTHORNE" <br />GARAGE BTIIING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />