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TEA <br />F _ — — — <br />4" CONC. <br />w SLAB <br />b <br />o- <br />0'•0" <br />b <br />rn <br />28,-2" SLAB 3'$" 8'-0" <br />� <br />� <br />1 <br />r <br />— — — — — — <br />FM-18x18 — — — <br />— <br />— <br />IS tA <br />4 <br />�I <br />0" <br />11'-10" <br />18'-4" <br />II <br />i i 4" PVC <br />i� CHASE <br />Im <br />11 <br />b <br />b <br />ii mI <br />` `° <br />I' <br />TOP OF ro <br />i i I <br />JN <br />Ili <br />b <br />SLAB <br />I LL. <br />U <br />00 <br />n <br />I <br />it <br />i i <br />20'S" <br />T-5" <br />11'-10• <br />LL <br />CW12x12 <br />p <br />I <br />I <br />II <br />ii <br />F•24 b <br />i i 01 11 I <br />1. <br />zo <br />b <br />N <br />iiz <br />— <br />y <br />UPT02NDFLOOR <br />N <br />od <br />� <br />I (FIELD VERIFY <br />p I <br />, <br />b <br />In <br />Y <br />� a II w <br />8 EXACT LOCATION) <br />t <br />( <br />5 <br />O <br />y <br />I <br />1.1 T-0" <br />= <br />9'-5" 9'-3' <br />2'-8" <br />9'-4" <br />yo <br />> <br />Np <br />b <br />1 to <br />x <br />#3 TRANSFER STEEL <br />W <br />Ie <br />� 1 <br />o <br />0 24" O.C. MAX <br />UI <br />N <br />+ <br />I <br />`-q <br />SIM. to 2 <br />0'-0" FIN. ELEV. <br />I _ _ <br />ImFIN.CONC. SLABCONC. SLAB <br />I <br />_ <br />4 CONC <br />SLAB <br />L — FM-16x18 — — — — <br />FMC- <br />16x18 <br />T-8" 9'-11" <br />4'-5" <br />-10" <br />18'-0" 2'-1 " <br />°D <br />o <br />L <br />FM-16x18 <br />b <br />< <br />ro <br />I <br />— _ — <br />m <br />� <br />u <br />y <br />FM-IOX18 <br />5'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 -44r. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. <br />S. 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 W H ARCHITECTURAL <br />DRAWNGS. <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 />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 />11.ONDICATES #5 BAR, 11DICATES #5 BAR, NOICATES #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", #6.361, 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,OOIPSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE WS 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 402802-16, USING: Fm - 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, <br />18. VIARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER y OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WWM 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 I <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 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 3T LEG EACHWAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />(2)#5'a <br />FM-i6x18 <br />16, <br />CONTINUOUS <br />16' <br />- <br />(2)#5'a <br />fM-20x18 <br />20' <br />CONTINUOUS <br />16, <br />- <br />(2)#5'1 <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />16' <br />- <br />(2)#ft <br />- <br />VARIES <br />1T <br />SEE PLAN <br />1T <br />- <br />(2)#5's <br />U <br />12, <br />SEEPLAN <br />1'(2)#61 <br />VARIES <br />24" <br />24"12' <br />()#5's <br />() 's8" <br />SEE PLAN <br />8" <br />- <br />(1) # '. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />f <br />IC• <br />% <br />OUNDIV. 89 r oat <br />ABBOTT PARK <br />LOT #6 <br />BLK #14 <br />PHASE 4C <br />PIIo"=T/ <br />0418 . 4C-06141 <br />MODW, <br />4EHB <br />"2605—HAYDEN" <br />GARAGE OVIEW is <br />RIGHT <br />PACE: <br />FOUNDATION <br />PLAN <br />%160 MPH W. C <br />