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9'-8" <br />3'-2" <br />36'-2" <br />3'-6" <br />O <br />TT OP OF <br />SLAB <br />•--FM•12X12--- <br />1 <br />_ <br />--- FM-12X18---- I� <br />i <br />I <br />H 1A <br />4" CONC. <br />1, <br />IX <br />1a <br />SLAB I <br />irr <br />ILL <br />rc <br />4 31/2" LF-24X24 <br />3,-10" <br />1 0" <br />6,-7' l <br />i <br />10 <br />� <br />i� <br />I • <br />/ <br />r 1 <br />FM-12X18 EXTEND <br />/ <br />i1.1 <br />SLAB 1 1/2" <br />4" PVC <br />i' <br />I <br />1A <br />CHASE <br />/ <br />i� <br />i� <br />/ <br />TOP OF <br />iv <br />/ <br />SLAB <br />i� <br />•I <br />/ <br />I' <br />i <br />1 <br />1A <br />i� <br />17/ <br />TE-1 <br />I <br />ry <br />I <br />.I <br />*1 112" <br />28 <br />178 <br />5 <br />I <br />I <br />1.1 <br />I <br />I <br />I <br />4 <br />I <br />m <br />I <br />I <br />I <br />1A <br />I <br />N <br />I <br />1-EXTEND <br />Sim. <br />SLAB 11/2" <br />1A <br />2 <br />)4"CONC.-12X18 <br />I <br />awl r <br />) SLABEj <br />g <br />1A <br />I SV 3,-„ <br />1/7 <br />. <br />L---- <br />2 1A <br />+71/2" <br />1. <br />L <br />1.1 1. <br />FM-12X18 _ J <br />MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />1.1 <br />1.1 <br />3'-10" <br />101-2" <br />2'-8" <br />i6'-0" <br />2'-8" <br />21'-4" <br />14'-0" 4'4" <br />39'-8" <br />km <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 +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 />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 />11.13NDICATES #5 BAR, BNDICATES #6 BAR, EDICATES #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", #8 =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 2,000PSF. 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 402802-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402,502-16, 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 3 OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR W WM 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 />6x8 W7.4xW1.40VER <br />GENERAL <br />3 12' <br />a 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 />8" <br />SEE PLAN <br />10' <br />- <br />(2) #5's <br />_ <br />(+)O"-0" <br />FM-12x12 <br />1T <br />CONTINUOUS <br />17 <br />- <br />(2)#5's <br />FM-12x18 <br />17, <br />CONTINUOUS <br />18" <br />(2)#5% <br />FMC-12x18 <br />17' <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />VARIES <br />F-24X24 <br />24" <br />24" <br />1Z' <br />(2)#5s <br />(2)#5's <br />-)0'4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngro up.mm <br />AA #: 0003325 <br />M <br />id <br />in <br />O <br />!Qm� <br />Z <br />SOSV` <br />$ <br />>lLMDIV. Ce LOT. <br />ABBOTT PARK <br />LOT #35 <br />BLK. #7 <br />PitojmcTp <br />041 1.000-35071 <br />MODEL. <br />4EBB <br />"1828-CALI" <br />GARAGE SITI MG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH . C <br />ol <br />22 <br />Ia <br />9/21/21 <br />cALE: 1/4"=1'-O" <br />RINT <br />rlEE�r <br />s1 <br />