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*1W11. <br />19'-4" 301-8" <br />1 ! 1 <br />18'1" <br />27,-2" <br />-x--sy. <br />- - - - - - <br />J TE-1 <br />- - - <br />- <br />- - <br />FM-16X18 <br />- <br />- <br />IF2-30X30 <br />8'4• <br />10'-3• <br />3'-2" <br />3'-2" <br />m <br />1 i <br />`r 4" CONC. F_ <br />SLAB <br />~ a <br />w <br />F1-30X30 <br />J� / I <br />N <br />4" PVC / <br />CHASE <br />/ <br />5 10 9 2" 4-4- <br />1 <br />i � �z_ <br />J <br />*3 1/2" <br />FM-18X18 EXTEND <br />- J <br />C CHASE <br />FOR ELEC. 0i / ❑ V <br />1 SLAB 1 1/2" Y <br />n <br />[i"PV <br />ISLAND//� Lu <br />i <br />/ w <br />22'-2" <br />8'-10" 19'-0" 41 1- <br />010. <br />i <br />I'? <br />TOP OF <br />SLAB <br />�// TE•1 J <br />i <br />4 <br />// 12 <br />I <br />i� <br />I <br />/ <br />� <br />b <br />I <br />1 <br />IL <br />29'4" <br />20'-B" <br />I <br />I <br />I <br />I <br />I <br />I <br />TE.2 <br />I <br />I <br />I. <br />-- <br />_ii, <br />I <br />I <br />TE2 <br />1.1 <br />iv <br />--- <br />---- <br />1.1 <br />� <br />iSl <br />2'.3" <br />1.1 <br />m <br />31 <br />U <br />5'-6. <br />2'-8" <br />2'-8" <br />2 <br />EXTEND <br />SLAB 1 1/2" <br />11 iv <br />tv <br />I r .Em:16X16 <br />1.1 N <br />w I <br />g <br />F1-24X24 <br />w <br />-31/2" <br />m <br />x <br />3 0" <br />FMC-16X18 <br />U <br />4" CONC. <br />LAB <br />ii-f <br />2 <br />�I <br />1.1 <br />FM-16X18 1'1 <br />1jV <br />I <br />2 3 0" 3 ' 7-8" <br />- <br />4 +-71/2" <br />FM X18 -16 <br />Y <br />- - F1-24X24 <br />1'1 <br />u <br />FM-18X18 <br />_ T E -1- <br />J <br />13'-0" T-8" <br />9'4" <br />20'-0" <br />50'-0" <br />SLAB <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />b 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 NAVD. <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 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />ly DRAWINGS. <br />c 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />c' 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 />1113INDICATES #5 BAR, MINDICATES #6 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 />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 />ip C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />in 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 />2,000 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 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, 6U1 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW" OVER <br />GENERAL <br />3 1/7' <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 />FM48x18 <br />IV, <br />CONTINUOUS <br />19, <br />- <br />(2)#Vs <br />(+)0'-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12- <br />) 5s <br />#Ss <br />(-8' BELOW GRD <br />TEA <br />8" <br />SEE PLAN <br />V. <br />-#68 <br />(_)0'-4" <br />TE-2 <br />V. <br />SEE PLAN <br />V. <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />30" <br />1. <br />12" <br />(3)#Vs <br />(3) #6. <br />- "BELOW GRD <br />F2-30X30 <br />39' <br />30" <br />12" <br />(3) #5's <br />(3) #5's <br />(-)12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />DEC <br />A R C R I T 1 C T 8 <br />GrouoL <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdoolgigroup.com <br />AA #: 0003325 I <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />L <br />INC. <br />8439ENTER BLVD. <br />04T333634 <br />-2628 <br />8-2802 <br />SL78DIv. de L.oT <br />SILVERADO <br />LOT #21 <br />BLK. #13 <br />PROJECT* <br />03719.000-21131 <br />MODEL.• <br />2795-D <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />202E <br />DwW 12/7/20 <br />SCALE. 1/4"=1'-O" <br />SHEET <br />si <br />