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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2' <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 />8" <br />- <br />( s <br />(-)0'4" <br />TE-2 <br />12, <br />SEE PLAN <br />10" <br />FM-1208 <br />12, <br />CONTINUOUS <br />1B" <br />FMC-12x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />VARIES <br />Ft-24x24 <br />24" <br />24" <br />17' <br />(2)#5's <br />(2)#51s <br />(-)0'4" <br />10 <br />TOP OF <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />FM-12X18 <br />-I <br />— — — — — — — — <br />FMC•12X18 <br />- <br />SLAB <br />I <br />2 <br />11 <br />4" CONC. <br />SLAB <br />I <br />I <br />SIN. <br />V <br />I <br />*771/2" <br />n <br />I <br />49'4" <br />I <br />20'-W I <br />4 <br />T <br />m <br />m <br />o <br />I <br />zo <br />N <br />al <br />i 1A <br />1.1 1.1 <br />I <br />SLOPE 2" <br />I <br />a <br />FM-12X18 <br />1 1 <br />4" PVC CHASE_ <br />•� <br />I <br />2'-8" 14'-2" <br />m <br />_ <br />N <br />z <br />I SLOPE <br />I <br />]*5 1l2" 1.1 <br />I <br />11 <br />PER FT. ' w w �— <br />TOP OF <br />FM C-12X18 <br />'A <br />- v I SLAB <br />4" CONC. to <br />— — — — — — <br />TE-2 <br />SLAB <br />4 <br />IX 44'-10" <br />12'-10" <br />Y <br />M <br />V <br />� <br />O <br />4 -31/2" <br />a <br />I� <br />FM-12X18 <br />v <br />� <br />.- <br />�0'-0" <br />TT OP OF <br />----- <br />Y <br />SLAB 3 1/2" <br />EXTEND <br />:1!�? <br />( SLOPE 1/8" <br />( PE- RJSLAB <br />Y <br />11/2" <br />--------'FM-18 <br />L ---------- F M-12 X 18 ------------- <br />— — — — — <br />' <br />fM-12X18 <br />4'.8" <br />14'4" <br />FOUNDATION PLAN <br />SCALE: 1/4 = V-0" <br />18'4" <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 + 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 112" 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 SPECIFICATK)NS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.DINDICATES #5 BAR, DINDICATES #6 BAR,I•NDICATES #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 />18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WHIM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />i N. RONALD REAGAN St <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />Y <br />O <br />SLTBDIV d# Lom <br />ABBOTT PARK <br />LOT# 14 <br />BLK. 11 <br />PROJECT <br />04181.000-14111 <br />MODEIA <br />3EAB <br />"1504-ALLEX" <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 H FA. C <br />DpmqT 'I <br />A E:- 05/25/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />