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4" CONC. <br />SLAB <br />z <br />D <br />O <br />4A'J1" <br />17'-2" 15'-4' 16'-6' <br />4,1• <br />T-10" <br />6'-0° <br />1'-4" <br />9'-8" <br />4'-6" <br />TOP OF <br />SLAB <br />----- ------- <br />FM-16XIS 1 <br />------------------- <br />. <br />---------- <br />FM-16X18 <br />----- <br />1 <br />I <br />1 3 <br />I <br />1.1 <br />I 111 <br />1 <br />I <br />I <br />I <br />I <br />i <br />1 <br />,1, <br />I <br />I <br />I <br />;1 <br />1 <br />1 I <br />4" CONC. w <br />SLAB rs <br />a p <br />;1 I <br />I7 <br />I <br />6 <br />; I <br />1 <br />1 <br />tw <br />I <br />11 ml <br />tt <br />I <br />I <br />4' PVC 'I <br />I <br />I <br />111�CHASE g <br />3' t" 9' 2• 3' 1" <br />. I <br />i <br />I <br />31/2' <br />;11 I <br />; <br />i <br />I <br />FM-16X18 <br />3'-8" I <br />I <br />I <br />ill <br />i <br />1 <br />EXTEND <br />i <br />SLAB 1 1/2" <br />I <br />I <br />; <br />1 �1 <br />I ar•n rb• . <br />NI Rm <br />I <br />I <br />N <br />wl <br />~� <br />�; <br />31/21 <br />1; <br />� � <br />2'-5• <br />TE-2 l <br />I <br />IX <br />12 <br />17 <br />ILL <br />1 <br />i <br />e <br />ii <br />I <br />I <br />I <br />I <br />11; <br />1�1 <br />I <br />I <br />b <br />7 <br />ii <br />i n b <br />II It m <br />I <br />I <br />1 <br />b <br />111 li 0'-0" FIN. ELEV. � <br />1• <br />FIN. CONC. SLAB <br />i n <br />o <br />1' PVC CHASE <br />FOR ELEC. 0 <br />11; ISLAND <br />I <br />I <br />11 <br />I <br />I <br />j1 9 <br />I <br />I <br />i i <br />1.1 <br />13'-2" <br />1 ; 34'-10" <br />I <br />I <br />I <br />11 <br />11 <br />11 <br />m <br />X I <br />11, <br />�I • <br />I <br />I <br />2'-8' <br />--- <br />-----TE1— — — — — — — — — — — — — — — — — <br />L— — — — <br />31/2'� <br />m EXTEND <br />iN SLAB 1 1/2" <br />I <br />I <br />I <br />I <br />5 <br />I <br />I Iw— N <br />I <br />13'-4- <br />24'-4• <br />I 20'-4" <br />I <br />. I 2 <br />I <br />I <br />1.1 <br />a <br />W <br />I EXTEND <br />I <br />m <br />I K <br />a N <br />I 16X18 SLAB 1 1/2° <br />I <br />L_FM -- ____l <br />I <br />1 <br />s <br />m N <br />2 <br />I� <br />ml <br />-31/2'EM <br />I <br />•c�p� <br />1 <br />I <br />icl <br />5'-4" <br />I <br />�j <br />w� I81 <br />I <br />I <br />LLI <br />4c�y gW I § <br />I <br />m <br />I <br />14 <br />4-51/2°d <br />FM-16X18 1.1------ FM-16X18 <br />----- <br />----------J <br />L-- <br />TE-1 <br />FM-16X18 <br />b <br />4 4 <br />'-4" <br />8'-0" <br />1'-8" <br />1.1 18'-0' 1• <br />'-4' <br />6'1' <br />8'-4" <br />T-10" <br />Y-2" <br />28'-4' <br />13'-4" <br />48'-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 +-0'-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 />11.EIINDICATED #5 BAR, BIINDICATES #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 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.630-13/ASCE 6-13, USING: Pm = <br />1,600 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W I AXW1.4 OVER <br />GENERAL <br />31/2' <br />6MIL 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-16x18 <br />16, <br />CONTINUOUS <br />1w <br />- <br />(2)#5's <br />- <br />(+)0'-0' <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />18, <br />- <br />2 #5's <br />#6 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12' <br />2) #5a <br />2 #5s <br />- <br />(+ 0'-0' <br />TE-1 <br />8' <br />SEE PLAN <br />8' <br />- <br />#5s <br />- <br />(- 0'-0' <br />TE-2 <br />B• <br />SEE PLAN <br />8" <br />- <br /># <br />#5 IN CURB <br />• 0'-0' <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />A N C N IT E C T I <br />Grou;lam. <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />Mi: 407.7744i0T8 <br />FAX: 407-774.4078 <br />www.abdoWSWoup.com <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: 813888.2628 <br />FAX: 8134SIM2802 <br />PP.DIT <br />DATO 08/17/20 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />s1 <br />