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z <br />U <br />O <br />a <br />h <br />28'-8" <br />3.6" <br />38'-2" <br />TOP OF <br />`Q <br />SLAB <br />"' <br />Zo <br />- <br />- - - - - FM-12X18 - <br />o <br />\ <br />4" CONC. <br />`;' <br />N <br />\` <br />SLAB w� <br />gw <br />F-24X24J +- J, <br />r <br />g <br />10,-0" <br />10 <br />\ <br />EXTEND FM-12X18 <br />1 � <br />\\,`CHASE <br />4" PVC <br />SLAB 1 1/2" <br />1.1 <br />1A <br />1 1A <br />\ <br />\ <br />I <br />T• O- <br />. <br />� <br />N <br />TOP OF <br />SLAB <br />I <br />I <br />``\; <br />I <br />I <br />\ <br />`\ <br />\ <br />I <br />xI <br />\ <br />\ <br />I <br />" <br />-5 1/2" <br />I <br />I <br />a" <br />i T_8" <br />2,-8„ <br />I <br />30 5 <br />I <br />I <br />Im <br />I <br />I <br />I� <br />Ji <br />IJ <br />W <br />a <br />I <br />I <br />EXTEND <br />1 <br />2 to <br />SLAB 11/2"--- <br />1.1 1.1 <br />I <br />_m <br />g_ <br />FM-12X18 m h 4" CONC <br />SLAB <br />I <br />• SIM. <br />N law I <br />I <br />I <br />3, Y_6„ 1 2" I ly a h-3 1/2" 1 <br />IA <br />7 1/2" <br />1A 2 <br />o J <br />11 <br />m:7 <br />1 1A <br />1 <br />FMC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />L 1.1 1.1 FM-12X18 <br />0 <br />1.1 <br />J <br />4 <br />1.1 <br />1J <br />2'-8" <br />16' 0" <br />2'-8" <br />3'-10" 10'-2" <br />4'.4" 14'4" <br />21'.4" <br />39'-8" <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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'-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 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, OINDICATES #6 BAR,WNDICATES #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 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 i 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 />THICKNESS <br />I REINF. <br />REMARKS <br />6x6 WlA.W1.4 OVER <br />GENERAL <br />31Y7' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE OUANTITY 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 />TEA <br />B" <br />SEE PLAN <br />10' <br />- <br />s <br />_ <br />(+)p•'.0' <br />FW12x12 <br />17' <br />CONTINUOUS <br />17' <br />- <br />(2) #5's <br />_ <br />+ ••.0' <br />FM-1208 <br />17' <br />CONTINUOUS <br />IV, <br />- <br />(2)#Ss <br />FMC-1208 <br />12" <br />CONTINUOUS <br />18' <br />- <br />(2)#5% <br />VARIES <br />F-24x24 <br />24" <br />21' <br />12" <br />(2) #5's <br />(2) #5's <br />(-)0--4' <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />S <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL32760 <br />PH: 407.7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />AA #: 0003325 <br />h <br />7[ <br />X <br />9 <br />SU13DM & LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #13 <br />PROJECTO <br />04181.000-02131 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWU40: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH M. C <br />D � 09/21/21 <br />8CALE: 1/4"=1'-O" <br />SHEET <br />S1 <br />