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FOUNDATION NOTES <br />kFH:1➢ <br />28'-8" <br />1 V-011 <br />15'-10" <br />9'-6" <br />9'-8" <br />'-4" <br />3,4" <br />36'-2" <br />TOP OF <br />� <br />SLAB <br />"' <br />ro <br />_ 1 <br />- - <br />- - FM-12X72 <br />- - - - FM-12X78 - <br />roI <br />to <br />R <br />4" CONC. S2 <br />\" <br />SLAB w <br />F-24X24 JaI <br />*.3 1/2" <br />r m <br />`\ <br />10 -0„ <br />10 <br />• I <br />\ <br />�� <br />EXTEND FM-12X78 <br />4" PVC <br />SLAB 1 1/2" <br />Li <br />`CHASE <br />to <br />\ <br />\` <br />0'U. <br />OPOF <br />I <br />\ <br />SLAB <br />\ <br />\ <br />\ <br />\ <br />`S <br />�\ <br />LL <br />\ <br />tl <br />1A <br />1 <br />-LE 1 - - <br />- - -� <br />I <br />i <br />N <br />4:5 1/2" <br />I <br />I <br />a <br />17'-8" <br />2'-8" <br />I <br />30 5 <br />I <br />I <br />I <br />N <br />I <br />SIM. <br />EXTEND <br />.1 <br />1 <br />I <br />2 1A <br />SLAB 11/2" <br />1.1 <br />-- <br />1.1 ,.1 <br />02 <br />FM-12X18 4" CONC <br />SLAB <br />LL <br />r I0 W <br />SIM. 51/t�' <br />3,_6„ 1 <br />I Iya *:31/2" I <br />to <br />*-71/2" <br />1A 2 <br />0 <br />----J <br />1.1 <br />^? <br />1.1 1.1 <br />1 1 A <br />1 <br />FMC-12X18 <br />FM-12XIB ' <br />FMC-12X18 <br />4 <br />F <br />c <br />L 1.1 1.1 FM-12X18 <br />4 <br />1.1 <br />i.t <br />2'-8" <br />16' 0" <br />2'-8" <br />4'4" <br />T-10" 10' 2" <br />14'•0" <br />21'4" <br />39'-S" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-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 />S. 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, EIINDICATES #6 BAR,MNDICATES #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 900 <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 #TS 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 402/602-16, USING: F'm = 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 WNVM 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 />. W1.4XW1.4 OVER <br />GENERAL <br />3 1tZ' <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 />TE-1 <br />I..SEE <br />PLAN <br />10" <br />- <br />) 's <br />FW1202 <br />12' <br />CONTINUOUS <br />17, <br />- <br />(2) W. <br />FM-1208 <br />IT <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />(+)0'-0" <br />FM-1608 <br />16, <br />CONTINUOUS <br />16" <br />- <br />() s <br />(+)0"-0" <br />FMC-12z18 <br />12" <br />CONTINUOUS <br />16, <br />- <br />( 's <br />VARIES <br />F-2424 <br />24" <br />24" <br />1 <br />s <br />s <br />(.)11141 <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAK 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />9UHDIV. AC L07 <br />ABBOTT PARK <br />LOT #24 <br />BLK. #9 <br />PROJECT* <br />04181.000-24091 <br />MODELc <br />4EBB <br />"1828-CALI" <br />GARAGE 8WIMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />D TE 6/14/21 <br />SCALE: 1/4"=1'-0" <br />B*MET <br />sl <br />