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4 <br />0 <br />4" <br />18'-0" <br />27'-2" <br />---- <br />TE-i---- <br />�--- <br />— <br />— — <br />FM-16X1g <br />— <br />— <br />F2-30X30 <br />8'-0" <br />10'-3" <br />m <br />1 <br />w <br />4" CONC. <br />SLAB <br />w <br />~ <br />$o <br />a <br />Ft-30X30 <br />Y <br />CHASE <br />*:a 1/2 <br />1 FM-16X18 EXTEND <br />1.1 SLAB 1 1/2" <br />22,-2" <br />I <br />I <br />Im <br />I� <br />1 <br />I <br />I <br />I o <br />i m <br />I <br />29'-4" <br />I <br />I-1"Rflr'1 <br />3 1/S <br />1'I21 y-0. <br />4" CONC. <br />m SLAB <br />w� 4 `yy°I ao a <br />21 J <br />LL <br />q LL__FM-16x,8_ I R <br />_TE-1 <br />1" PVC CHASE <br />FOR ELEC. <br />ISLAND <br />•10" 19'-0" <br />_ a <br />TOP OF i <br />SLAB <br />EXTEND <br />SLAB 1 1/2" <br />.yQ <br />TE-2 <br />4 <br />TE 2_ _ <br />-3 *2 <br />(V <br />7-3" 5 <br />*-5 112 <br />31 <br />61-T <br />2'-8" 2'.8"101-10, <br />17. <br />U <br />EXTEND <br />FM-16X18 <br />SLAB 1 1/2' <br />11 <br />N <br />2 <br />Fl-24X24 <br />4 <br />N <br />I <br />FMC-16X18 <br />LL <br />r-0" <br />2 4 <br />1. 1.1 <br />F •16X18 <br />_ <br />_ <br />+-71/2 <br />Y <br />k-- <br />FM-16X18 <br />SLAB <br />CONC. <br />SLAB <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 +4-0". <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 />S. 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 />% SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11,13INDICATED #5 BAR, DINDICATES #6 BAR,ENDICATES #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 8)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: Fm = <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 } OF SLAB SUPPORTED <br />T-W 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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4XW1.4 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-16xl8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #6s <br />FMC-16x18 <br />19" <br />CONTINUOUS <br />IF <br />- <br />s <br />#51N CURB <br />VARIES <br />Fi-24x24 <br />2C <br />24" <br />12" <br />O 5'e <br />O 5s <br />(-)8" BELOW GRO <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />0707 <br />- 0'.4" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />001-0" <br />CWC-12X12 <br />17, <br />CONTINUOUS <br />12" <br />- <br />s <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30" <br />30" <br />17' <br />(3)#Ss <br />(3)#5's <br />(-)8' BELOW GRD <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #5's <br />(3) #5'9 <br />-)12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />A E C E I T E C T E <br />6 <br />GrouoLn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH:407-7746078 <br />FAX: 407-774.4078 <br />www.abdesigagroup.00m <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813,886-2628 <br />FAX: 813686-2802 <br />BVSDIV. de Lot.; <br />SILVERADO <br />LOT #21 <br />BLK #10 <br />Plt0jzcTA1 <br />03719.000-21101 <br />acoD2�195—F <br />GARAOffi 8`111112NO: <br />RIGHT <br />PACK: <br />FOUNDATION <br />PLAN <br />150 H EXP. B <br />