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'4" <br />0'-1. <br />3'-2" <br />15'-10" <br />36'-2" <br />3'1" <br />TT OP OF <br />SLAB <br />— <br />—FM-12X'12 <br />— I — — — 1 <br />— <br />— — FM-12X18— — — — i, <br />I <br />F; <br />4" CONC. o <br />I' <br />1. <br />SLAB ILL <br />i <br />ILL <br />ri <br />N a <br />3 1 /2" I F-24X24 <br />3'-10" <br />6'-2" <br />10 <br />� <br />I • <br />r 1 <br />FM-12X18 EXTEND <br />I <br />SLAB 1 1/2" <br />4" PVC <br />to <br />CHASE <br />I <br />/ <br />, <br />i� <br />i� <br />, <br />I <br />/ <br />T0' <br />TOP OF <br />SLAB <br />I <br />' <br />�/ <br />LL <br />Ix <br />x <br />ILL <br />/ <br />i <br />/ <br />I <br />i/ <br />.I <br />I <br />1 <br />1A <br />i� <br />6( <br />1.1 <br />1.7 <br />TE-1 <br />• <br />IN <br />I <br />I <br />„2'-8" <br />�-51/2" <br />• <br />I <br />17'$" <br />5 <br />T-0. <br />I <br />I <br />I <br />a <br />I <br />I <br />1A <br />1-EXTEND <br />SIM. <br />SLAB 1 1/2" <br />1A <br />2 <br />)4" CONC. t w FM-12X18 <br />1 <br />I <br />' SLAB awl N <br />• I 1A <br />Oy <br />) A•3 1/2" w ) 31 5 1/2 3�- . <br />S 1/2'' SIM. <br />I 2 1A71/2„ <br />1A <br />L 7.1 <br />— <br />FM-12X18 I• 1� J <br />— — — — <br />0 <br />MC-12X18 <br />— <br />FM-12X18 <br />— — — — — <br />FMC-12X18 <br />— — <br />4 <br />a <br />1. <br />3'-10" <br />10'-2" <br />2'-8" <br />18'-0" <br />2'-8" <br />21'-4" <br />14'-0" 4'4" <br />39'-0" <br />Z <br />O <br />n <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 +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 />WINDOWIDOOR 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. EINDICATES #5 BAR, ENDICATES #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", #6 =361, 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 ALLALLOWABLE <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 8) 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 4021602-18, 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 />3'-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 />1 THICKNESS <br />REINF. <br />REMARKS <br />6z6 W1.4zW1.4 OVER <br />GENERAL <br />3 i/Z' <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 />TEA <br />8" <br />SEE PLAN <br />10' <br />- <br />(2) #5's <br />FM-12112 <br />17, <br />CONTINUOUS <br />17' <br />- <br />(2)#5's <br />FM-12116 <br />17, <br />CONTINUOUS <br />1'..(2)#5's <br />FMC-12z18 <br />12, <br />CONTINUOUS <br />18' <br />- <br />(2)#6s <br />- <br />VARIES <br />F-24z24 <br />24' <br />24' <br />17' <br />(2)#6 <br />(2)#5's <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.abdesigngroup.com <br />AA #: 0003325 <br />S <br />g <br />?u <br />O <br />a <br />aumm & LOT <br />ABBOTT PARK <br />LOT #33 <br />BLK. #7 <br />PROJECT* <br />04181.000-33071 <br />MODXIL. <br />4EBB <br />"1828-CALI" <br />OARAOE arliNO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />DA M 9/21/21 <br />BCALE: 1/4"=1'-0" <br />aHEET <br />si <br />