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48'-0" <br />15'4" <br />17'-2" <br />4' 6" <br />91-8• <br />1'4. <br />5'-0" <br />7'-10" <br />`4 <br />TOP OF <br />SLAB <br />----------------j,,111 <br />TE-1 <br />------ <br />----- <br />FM-i8X18 <br />. <br />---------------� <br />FM-18X18 <br />—4---•I <br />1 3 <br />1 <br />I <br />1 <br />I <br />4" CONSLAB4" <br />PVC3,_i„,_2„CHASE-3 <br />1/2" <br />i! <br />I <br />I <br />I <br />1 3'-8" <br />FM-16X18 <br />i <br />L SF..-2 <br />� <br />i.i <br />EXTEND <br />; � <br />I <br />SLAB 1 1/2" <br />i; <br />1 <br />c. <br />rr <br />I <br />1-31/2 <br />i <br />I <br />2,_5,. r 101_9„ <br />r TE-2 <br />r 1 <br />12 <br />il' <br />mI <br />xI <br />I <br />n li <br />�I <br />I <br />ii i i <br />ii i <br />I <br />I <br />b <br />o <br />'-0" FIN. ELEV. }� 0 <br />ra r i <br />1 I <br />FIN. CONC. SLAB <br />I <br />1" PVC <br />CHASE <br />I <br />FOR ELEC. <br />I <br />ISLAND <br />ii i c <br />I <br />I <br />rir i i <br />a <br />I <br />I <br />I <br />rr <br />e rl <br />' <br />I <br />I <br />t.1 <br />i i <br />1 <br />i <br />34'-10" <br />i ' 13'-2" <br />x <br />rr <br />ii Y <br />I <br />I <br />2'-8" <br />----� <br />I <br />TE-1 <br />4:31121, <br />EXTEND <br />I <br />SLAB 1 1/2" <br />1 <br />• I <br />I <br />Y,4-1 <br />20'1" <br />24'-4" <br />I <br />I <br />I <br />i <br />I <br />2 I <br />EXTEND <br />I <br />do <br />w <br />1.1 <br />l <br />I <br />SLAB 1 1/2" <br />( <br />FM-16X18 <br />�, <br />a <br />m <br />X <br />1 <br />r---- <br />I <br />N <br />4 <br />m 1 <br />m <br />o <br />I <br />I 3 112" <br />I m t2t <br />I <br />5" 6„ <br />I x <br />I <br />1 6o <br />zm <br />fO <br />IcS <br />1 <br />1 <br />c <br />i oa <br />o05 <br />ILL <br />I <br />m <br />I <br />11 <br />I N <br />I <br />5112" <br />4 <br />4 1 <br />I t.1 <br />J <br />FM-i6Xi8 <br />--J __--_ <br />TE-1 <br />L__--- FM-i6X18 <br />4 <br />-----------17 <br />FM-16X18 <br />-- <br />1.1 <br />4 <br />3'-2" <br />3'-10" <br />6'-4" <br />,_4„ <br />V-4" <br />1.1 <br />16'-U' <br />t.1 <br />p$„ <br />8'4„ <br />13'-4" <br />28'.4" <br />46.0" <br />HIS <br />4'CONC. <br />SLAB <br />3ollUMA t1orkII[\i_owlfx' <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.EIINDICATES #5 BAR, EIINDICATES #6 BAR,/NDICATES #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 O'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 (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1AXWIA 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 />FM-1&18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(+)a -a' <br />FMC46z18 <br />16, <br />CONTINUOUS <br />19, <br />- <br />O 's <br />#5 IN CURB <br />VARIES <br />F-2424 <br />24•' <br />24' <br />12, <br />(2)#5's <br />(2)#5's <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) #5'. <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />'s <br />1) #5 IN CURB <br />FOUNDATION PLAN <br />SCALE: 1/4"= 1'-0" <br />LLC. <br />1441 N. RONALD REAGAN BLVD. <br />LONG GOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.corn <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886.2626 <br />FAX: 8134W2802 <br />Z U13DIV. Ae LOT*44 <br />SILVERADO <br />LOT #14 <br />BLK. #16 <br />PROJECT <br />03719.00—14161 <br />MODEL.• <br />GARAGE QWINO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAW <br />PHTEN*. <br />