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all <br />28'-8" <br />3'-4" 15'-10" <br />9'-6" <br />9'-6" <br />'-4" <br />3'-6" <br />36'-2" <br />`.Q <br />TOP OF <br />SLAB <br />� <br />ao <br />7A 1 <br />-2X12 <br />— —LF-24X-2L4�*3 <br />. <br />— — — — — — FM-12X18 <br />4"CONC. <br />SLAB <br />17,10 <br />END 12X18 1A <br />1 <br />4" PVC <br />�CHASE <br />SLAB 1 112" <br />1 <br />,I <br />V, <br />` <br />TOP OFOF <br />I <br />SLAB <br />N <br />1 <br />I � <br />I �\ <br />I• <br />41 <br />,, <br />1A <br />, <br />TE-1%VIAA.1 <br />L---- -- <br />`tl— <br />— <br />( <br />• 4:5 1/2" <br />a" <br />I <br />T-0" 5 <br />I i.t <br />I <br />I <br />m <br />I� <br />I� <br />. ILL o <br />I <br />I <br />EXTEND <br />2 to <br />SL4611/2" <br />1 <br />Sim.m <br />FM-12X18 m IW 4"CONC.I <br />SLAB <br />g <br />I <br />N IL IM <br />511�' <br />3,_5" 112" ILL ly +-31/2" I <br />1A <br />go <br />IM. <br />1.1 1.1 <br />1 1A <br />7 <br />FMC-12XIB FM - 12Xi8 ~ <br />Ri <br />FMC-=18 <br />a <br />to 1.1 FM X1 -128 <br />L1 <br />4 <br />a <br />.1 <br />Z-8" <br />16'-0" <br />2'-8" <br />c <br />3'•10" 10'•2" <br />4'-4" 14'-0" <br />21'W <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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. <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 10 FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />6. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />IIANDICATES#513AR, BNDICATES#6BAR, EDICATES#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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,00CPSF. 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 TMS 402BO2-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402802-16, USING: Pm = 2.000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR VVWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <br />6 MIL V.C. <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 />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />(2)#Fs <br />(+)0.0• <br />FM-1202 <br />12, <br />CONTINUOUS <br />IT <br />- <br />(2)#5Y <br />+0^.ry• <br />FM-12KIS <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#5% <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2) oft <br />VARIES <br />F-2424 <br />24' <br />24' <br />12, <br />(2) #5% <br />(2) #5s <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdealgngmup.wm <br />AA #: 0003325 <br />t <br />i <br />IL <br />4 <br />$ <br />IP <br />uimly. ac LATABBOTT PARK <br />LOT #8 <br />BILK #14 <br />PHASE 4C <br />lIOJaCT* <br />04181.04C-08141 <br />MODELe <br />4EBB <br />"1828-CALI" <br />GARAGE sWIxG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />ROLAW A ABOUCHAM <br />AR NO W723 , <br />DA 02/07/22 <br />SCALE: 1/4"=1'-0IIV=sI <br />