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FOUNDATION NOTES <br />EXTEND - <br />SLAB 1 1/2" <br />29'-B" <br />17'-7" 101-V 2'-1" <br />TE-1 <br />F----7 <br />3'-6" 26'-2" <br />Q <br />0,-0„ <br />4" CONIC. w <br />TOP OF <br />SLAB O <br />SLAB <br />�I N Lu I^, <br />Lu <br />I � I <br />P <br />FM-16X18 — — — — — <br />— — — —I <br />EXTEND <br />6'-4" <br />•' 13'-2" <br />SLAB 1 1/2" 10'-2" <br />I <br />m <br />�I <br />4" PVC CHASE-/ <br />i <br />Do"I <br />TOP OF <br />SLAB <br />8,_2„ <br />R 1A 1 <br />n <br />u <br />I <br />II I <br />1p 4 <br />I <br />UP TO 2ND FLOOR <br />uy <br />ii (FIELD VERIFY <br />` I <br />ii EXACT LOCATION) <br />ii <br />�1 9 <br />4 1.1 <br />v <br />cvu�sxlz — — — — — — — -� <br />26� — — — — — —- CWNC•i6X12 <br />7,-61 <br />I� <br />— 23,4"— — — — <br />6 <br />`X°� — — — CWG16X12 — — <br />EXTENI <br />SLAB 1 1/2" <br />LM-16X18 <br />_ 51/2" `r <br />I <br />4" CONC. <br />SLAB w <br />I <br />( <br />a0 <br />I <br />I� <br />�W <br />L <br />I O <br />I <br />-FMM=16X18 <br />I� e <br />I� <br />I <br />I 4 <br />4 <br />L — — — FM-16X18— <br />J <br />5'4" <br />'4" <br />2'-10" <br />8'.0" <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <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 +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 />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.OINDICATES #5 BAR, DINDICATES #6 BAR,ENDICATES #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 #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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602.16, 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 />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, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 WI.—I.4 OVER <br />3 UT' <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 />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16x18 <br />16" <br />CONTINUOUS <br />19, <br />- <br />(2) #6s <br />(+)0'-0" <br />FMC-t6k18 <br />i6' <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />S. <br />- <br />(1) <br />TE-2 <br />12" <br />SEE PLAN <br />101, <br />72424 <br />24" <br />24" <br />12" — <br />71TO s <br />F2-24x24 <br />24' <br />24" <br />16" <br />s <br />CW-16X12 <br />16" <br />CONTINUOUS <br />17' <br />- <br />(2).'. <br />CWC-16X12 <br />16" <br />CONTINUOUS <br />12" <br />- <br />(2) #5 <br />1 #51N CURB <br />VARIES <br />F1-30X30 <br />30' <br />30' <br />12" <br />(3)15'9 <br />(3)#V' <br />(-)0'-0" <br />F1-24X24 <br />1 24" <br />24" <br />12" <br />1 (2*5's <br />(2)#51 <br />(-)0'-8" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.ebdesigngroup.00m <br />AA #: 0003325 <br />$ <br />S <br />L4 <br />4 <br />o <br />QL <br />avBDIV. & LIT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #9 <br />PROJECT# <br />04181.000-17091 <br />MODEL. <br />3EEB <br />"2260-ELSTON" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />