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-1 <br />—IF <br />4' CONC. <br />w SLAB <br />- <br />Iw Ow wl <br />~ ~ <br />TOP OF <br />a <br />28'-2' SLAB 3'-8• 8'-0. <br />3 <br />11 <br />r <br />FM-18x18 <br />1 <br />11 <br />1. 1.1 <br />11 <br />li li 4' PVC <br />i/ CHASE <br />o l <br />Tv <br />`D <br />I� <br />TT OP OF <br />mJ <br />§ <br />SLAB <br />ii fl <br />J <br />U <br />I <br />N <br />II <br />II <br />00 <br />�n <br />I <br />i� <br />it <br />20'-5' <br />7'-5' <br />LL <br />rIZ_ CW-12x12— <br />{i <br />I <br />II <br />a <br />L <br />1; <br />I I II <br />— — <br />5 <br />F-24 1�-r b <br />i i 11 I <br />I, <br />c <br />ro <br />CWC-1 <br />K nZ <br />_ _ — <br />— —11 <br />rn I n V <br />I m UP TO 2ND FLOOR <br />w <br />(FIELD VERIFY <br />0 <br />N <br />n a°w <br />8 EXACTLOCATION) <br />Y <br />5 <br />8 <br />I I <br />1.1 T-0' <br />Z 9'-5• 9'-3" <br />9'-0• <br />2'-8" <br />9'-4' <br />q 1 1A <br />�I <br />I <br />b <br />L1 <br />X <br />d <br />* r7F' M3 TRANSFER STEEL <br />L <br />I <br />I I 9 24' O.C. MAX <br />y <br />Y <br />51MIlAR 1P' 2 <br />0'-0' FIN. ELEV. <br />I <br />I.2 FIN. CONC. SLABOC. SLAB <br />I <br />id <br />IO <br />11 <br />I <br />it <br />L — FM-18x18 _ — <br />FMC- <br />16x18 <br />3'-8' <br />9'-11' <br />4'-5' <br />-10' <br />18'-0' 2'-1 <br />4' CONC§� <br />L <br />---- <br />FM-18x18 -- -I <br />ro <br />. <br />I� p w SLAB <br />1 � { <br />Y <br />iv <br />i <br />,1 <br />FOUNDATION PLAN <br />SCALE: 1/4' = V-0' <br />;1•111ill 07_.%iNIZICDlelI*? <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE •0'4'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION -4-0•, 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 />8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE IQ"FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES VITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WNDOWIS, 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 />l l.EINDICATES •5 BAR, UNDICATES Y8 BAR, EDICATES 97 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 05= <br />30', 08.381, 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 2,00GPSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'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 402602-18, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402802-18, USING: Fm = 2,000 PSI, TYPE "M' OR'S' <br />MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-X Or, MAX. SEE PLAN FOR WWAI 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 />THICKNESS <br />REINF. <br />REMARKS <br />8x6 W1.4-1.40VER <br />GENERAL <br />3 1- <br />8 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME S1ZE 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.12x18 <br />12" <br />CONTINUOUS <br />IT <br />(2)05's <br />FM-18x18 <br />lT <br />CONTINUOUS <br />IT <br />- <br />(2)f5's <br />FM-20xl8 <br />20' <br />CONTINUOUS <br />IT <br />- <br />(2)#& <br />FMC-1808 <br />19' <br />CONTINUOUS <br />19, <br />- <br />(2)f51 <br />VARIES <br />CW-1202 <br />12' <br />SEE PLAN <br />12" <br />- <br />(2)05'. <br />- <br />a 0•� <br />CWC-1Z02 <br />IT <br />SEE PLAN <br />iT <br />- <br />(2)05's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />1T <br />( ) '% <br />() 's <br />- <br />TE-1 <br />8' <br />SEE PllJd <br />8" <br />- <br />(1) 'It <br />_ �- <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.ebditWWoUpmm <br />AA M: 0003325 <br />a <br />Q <br />4 <br />stnmly. ae LOT <br />ABBOTT PARK <br />LOT #45 <br />BLK 7 <br />PROAMT/ <br />04 81. 0-4507 <br />KODZU <br />4EHB <br />"2605-HAYDEN" <br />GARAos OWDM. <br />RIGHT <br />PALM <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />Lv l <br />Dw� 09/22/21 <br />sCALM 1/4-=1'-0" <br />alimn" <br />s1 <br />