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S <br />31-6" <br />36,_2" <br />TOP OF <br />"t <br />SLAB <br />_ 1 <br />— — _ — FM-012 <br />— — — — — FM-12X18 — <br />1.1 <br />XI <br />` <br />1 <br />1A <br />N <br />4 4" CONC. <br />SLAB <br />N 1 <br />NI <br />Qr` <br />\`` <br />F-24X2V a <br />1 <br />1,_0„ -31 2" <br />- 10'-0" <br />10 <br />\\\\ <br />1.1 <br />\ <br />EXTEND FM-12X,8 <br />1 <br />PVC <br />SLAB 1 1/2" <br />Ill <br />CHASE <br />1A <br />\ <br />\ <br />TOPF <br />OF <br />I <br />A <br />F <br />SLAB <br />N <br />`�11 <br />I <br />\ <br />I <br />LL <br />I <br />L__-- <br />TE1 — — <br />d(—lAy <br />, <br />i <br />1 <br />4,751/2 <br />I <br />4" <br />7'-8" <br />2'-8" <br />X-0" 5 <br />„ <br />I <br />4 <br />IN <br />ILL <br />o <br />1� <br />1 <br />I <br />1A <br />SIM. <br />EXTEND <br />1 <br />2 1A <br />SLAB, 112" <br />.1 �---- <br />1 <br />14 ,A .1 <br />FM-12XIS °D I ri 4"CONC.1 <br />w SLAB <br />.I N ., <br />I <br />SIM. 51/?A <br />3,_5„ IS Iaia *3 to <br />; <br />$-71/2" <br />1A 2 I <br />o J <br />11 <br />1 to <br />1 <br />FMC- 12X18 <br />FM-12X18 <br />F CAM' <br />a <br />1.1 1.1 FM.12X18 <br />L <br />1A <br />J <br />4 <br />1. <br />t.t <br />2'-8" <br />16'-0" <br />2'.8" <br />T-10" 10'-2" <br />4•-4" 14'-0" <br />21'41" <br />39'-B" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <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 +44'. <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 />11.12IINDICATES #5 BAR, MINDICATES #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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />I REMARKS <br />616 W1.1.4 OVER <br />GENERAL <br />31/2' <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 />8" <br />SEE PLAN <br />10' <br />- <br />( 8 <br />FM-12x12 <br />17, <br />CONTINUOUS <br />17, <br />(2) W. <br />_ <br />+ 0"-1P <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18, <br />- <br />(2) #5's <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />) s <br />FMC-12x18 <br />17' <br />CONTINUOUS <br />18" <br />- <br />(2 s <br />VARIES <br />- 4x24 <br />24" <br />24" <br />s <br />s <br />(•)0"4" <br />MAY <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774,8078 <br />FAX: 407-774-4078 <br />wwwsbdesigngroup.com <br />AA #: 0003325 go <br />oo <br />all <br />is <br />is <br />,LyiS <br />sunDIR A6 xwo <br />ABBOTT PARK <br />LOT #4 <br />BLK• #9 <br />P1t jmx7r <br />04 81.000-0409 <br />MODEMA <br />4EBB <br />"1828-CALI" <br />GAP—W= BWDM: <br />LEFT <br />PAGO <br />FOUNDATION <br />PLAN <br />160 H AC <br />