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TE-1 <br />28'-2" 3'-6" B'-0" <br />TOP OF SLAB <br />io <br />1- w <br />4" CONC. <br />Ow <br />SLAB <br />3 <br />11 <br />j- — — — — — <br />— — — <br />— <br />F— — <br />M-18x18 <br />— — — — <br />It — — _4_ <br />� <br />, <br />1116'-4" <br />Z-8" <br />ii <br />i i 4" PVC <br />l <br />t CHASE <br />q <br />lx <br />ii of <br />co `4 <br />0'-0" <br />m <br />I <br />TOF <br />I l <br />N <br />SLAB <br />I, <br />Op <br />w <br />l <br />n <br />20'5" <br />7,_5. <br />LL <br />9 <br />L� s-- <br />I 6 i <br />?? <br />O <br />F-2 4 <br />1.1 I <br />W- <br />y <br />UP TO 2ND FLOOR <br />Y <br />N <br />z <br />(FIEL D VERIFY <br />8 <br />C <br />EXACT <br />x <br />" <br />it <br />N <br />1.1 <br />5 <br />20 <br />0 <br />ur <br />1.1 l <br />#3 TRANSFER STEEL m Z( <br />I <br />24" O.C. MAX UI <br />y <br />Z� I m <br />l <br />2 <br />0'•0" FIN. ELEV. <br />FIN. CONG. SLAB N l <br />co <br />i <br />aol <br />1.1 <br />-10" <br />16'-0' 2'-1 " <br />L — FM-16x18 _ <br />1 <br />1 <br />In <br />0 4 <br />4 <br />1 <br />91.8. T, 6" 0 <br />I� <br />FM-16x- — — <br />J <br />LL <br />• L---- FM-12x18__— <br />N <br />Y <br />Y <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. <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 />11.01NDICATED #5 BAR, G^ INDICATES #6 BAKENDICATES #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 A.C.I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: Fm = <br />1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />X-O" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6,n EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1..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 />I LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />(2)#5's <br />FM-1608 <br />16" <br />CONTINUOUS <br />161 <br />FM-20x18 <br />20" <br />CONTINUOUS <br />18" <br />- <br />s <br />+0"-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />(+)O".G" <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12" <br />s <br />s <br />(+ 0"- <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />s <br />(-)G^-4^ <br />i44i N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32760 <br />PH:407-7745078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 A <br />L <br />Y <br />8 <br />i <br />b <br />6 <br />g <br />�o <br />SVHDM Ale LOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK. #8 <br />P1iOJECTO <br />04181.000-11081 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BVrD4G: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH LU. C <br />D TE /2 8/150 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />sl <br />