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SLAB <br />- <br />50'-0" <br />TOP OF <br />`3'c6%� 27'-2" <br />18'-0'4{' <br />SLAB <br />------ <br />— — — — — — — — —� <br />```� — — — — — <br />— — — <br />TE 1 <br />3 <br />I FM-16X78 <br />� w <br />q•-q• `` 3'-2' 3,-2" 10'4" <br />8,-4" <br />F2-30X301 <br />``` <br />`�``. <br />m <br />Lt <br />4" CONC. <br />SLAB <br />\�`` 4• PVC <br />`"``CHASE <br />F1.30X30 <br />J a I <br />y <br />q <br />%` <br />� <br />IL <br />'-4" 9'-2" 5'-10" <br />` <br />I @Z <br />1 <br />-31/2"y <br />c <br />% <br />1.1 <br />1' PVC CHASE <br />�I <br />ci FOR ELEC. <br />�``� <br />EXTEND FM-18X18 <br />1 O ISLAND <br />'T <br />SLAB 1 1/r 1 <br />IlL ja•` `�` `` <br />� <br />I <br />2r-2" <br />N <br />- <br />0'-0' <br />` TOP O-1 M <br />`, SLAB � <br />FOUNDATION NOTES <br />\``` <br />I <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />L TE=1 <br />I <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0'-0', <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />` <br />``�4. <br />OTHERWISE. <br />REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. <br />�5. <br />PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />F�`°TERMITES. <br />TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />q1&.dL <br />` <br />m <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 112" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />%\ <br />` <br />`\ <br />DRAWINGS. <br />4 <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />%'1%` <br />t <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 />ih <br />I `�� <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />co `%%� <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />Im `�`� <br />I <br />' <br />11.0INDICATES #5 BAR, MINDICATES #6 BAR, ENDICATES #7 BAR VERTICAL <br />�\ <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />0 <br />o <br />I <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" <br />`a <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />1 <br />I <br />iv <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 />R <br />N <br />4 <br />20'$" <br />1 <br />29'4" I4 <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />V <br />iv <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />I <br />M <br />14. VERTICAL REINFORCING IN CMU SHALL BE #SS AS SHOWN ON THIS PLAN, UNLESS <br />ih <br />I <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />N <br />I <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE <br />I <br />a <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M' OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />I <br />INSPECTOR NOTE: <br />II I <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />---_-+ <br />I <br />CODE, RESIDENTIAL, 71h EDITION <br />N <br />m <br />YS� <br />I "iill <br />I <br />fV <br />TE2 — <br />I <br />L--__ TE-2 <br />^ I <br />1 <br />— — — <br />g <br />N <br />1 <br />,., <br />_ <br />I <br />$ 1/2 <br />5 r_3• I <br />18'-10" <br />10'-10" <br />' I <br />EXTEND <br />LLI <br />SLAB 1 1/2" <br />io <br />2 v <br />11 <br />I <br />O1 <br />Y <br />v <br />1.1 w N <br />a <br />1.7 <br />M-16X18 <br />N <br />QJ <br />I <br />I <br />w <br />Ft-24X24 <br />.� <br />o <br />m <br />'2 <br />-3 1/2" <br />Ij� <br />m <br />11• <br />I� <br />FMC-16X18 <br />3 CON <br />SLAB I ' <br />. I <br />LL <br />4 2 4 <br />Im <br />t 1.1 <br />a <br />a' <br />FM=1 18 <br />9 5'�" <br />- <br />I -7 112A 4 U� <br />Y <br />FM-16X18 <br />FM-16X18CF1.24 <br />TE-1 <br />�" <br />V <br />FOUNDATION PLAN <br />4;5.-0• <br />20'-0" <br />9•-4" <br />7'$" 13'-0" <br />SCALE: 1 /4' = 1'-W <br />501-W <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6z6 W 1.4zW 1.4 OVER <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 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-16z18 <br />16" <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />FMC-16z18 <br />16" <br />CONTINUOUS <br />18" <br />#6 IN CURB <br />VARIES <br />Fi-24z24 <br />24" <br />24" <br />12" <br />2 a <br />s <br />- <br />-)8" BELOW GRD <br />TEA <br />8' <br />SEE PLAN <br />6' <br />- <br />1 s <br />TE-2 <br />8" <br />SEE PLAN <br />6" <br />- <br />s <br />_ <br />(-�'.0" <br />CWC-12X12 <br />12 <br />CONTINUOUS <br />72' <br />- <br />s <br />#S IN CURB <br />VARIES <br />Ft-30X30 <br />30" <br />30" <br />12" <br />(3) #6's <br />(3) #5's <br />(-)8" BELOW GRD <br />F2-30X30 <br />30' <br />30" <br />12" <br />(3) #6's <br />(3) #6's <br />-)12" BELOW GRD <br />]A41 N. RONALD REAGIIN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />w ww.abdesigngroup.com <br />AA #: 0009325 <br />DRAiRNG BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONf CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2828 <br />FAX: 819486-2802 <br />9UHDIV. ie LOT: <br />SILVERADO <br />LOT #22 <br />BLK #13 <br />PROJECT/ <br />ato�E>I� <br />2795—B <br />GwRwcsE awurG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />15 1S E <br />