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F TE-1 <br />28'-2" T-6" <br />0'-0" <br />c <br />ao <br />I I <br />TOP OF SLAB <br />m <br />4" CONC. <br />Ow SLAB I <br />Yo <br />3 <br />u) a <br />r _ — — — <br />_ _ _ <br />FM-16x18 <br />1 <br />1 <br />10'-0" <br />ii <br />PVC <br />iII�C4- <br />HASE <br />I� <br />i I <br />to <br />0 (V <br />iN <br />� <br />wl <br />� <br />1O <br />ILL <br />TT OP OF <br />i i <br />it <br />w <br />SLAB <br />II LLI <br />� <br />I <br />i i <br />W U <br />11 <br />DO <br />II <br />II <br />J Y <br />I <br />I <br />II <br />- <br />20'3 <br />7'-5" <br />11'-10" <br />LL <br />I <br />y <br />F-11 CW-12x,2 <br />C) <br />11 <br />jj <br />L ��- <br />1 1 B <br />1t <br />°P <br />O <br />F-24 4 o <br />i i �, <br />`O <br />M <br />n <br />n <br />m O:IIIjZ <br />CWC-12xlP <br />II <br />NWllg <br />_IL _ <br />N TIN <br />S zo <br />v <br />In <br />ILL Oii� <br />I '� UP TO 2ND FLOOR <br />N <br />Sp O <br />aii� <br />I (FIELDVERIFY <br />0 I <br />" <br />;� Y <br />�— <br />8 EXACTLOCATION) <br />I <br />5 <br />0 <br />I <br />XV <br />c <br />#3 TRANSFER STEEL <br />3 <br />0 <br />@ 24" O.C. MAX <br />� <br />I <br />2 <br />J, M"FIN ELEV. <br />N <br />I <br />•� <br />YFIN. CONE. SLAB <br />I. <br />I <br />Iol <br />I <br />�I <br />iD <br />L FM-i6xl8 <br />Im <br />4 <br />4 <br />I <br />LL <br />� <br />FM-t6xl8 <br />v <br />n <br />20'd" <br />FOUNDATION PLAN <br />SCALE: 114" = l'-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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-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 1I2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHTECTURAL <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 />l l.EINDICATED #5 BAR, BNDICATES #6 BAR, ODICATES 97 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 2,001PSF. 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.530-13IASCE 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: F'm= <br />1,500 PSI, TYPE "M" OR"S' MORTAR, ASTM C476 GROUT(30W PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />3'-0" OIC 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 WIA.WlA OVER <br />GENERAL <br />3 1/T <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3T LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5% <br />FFMG-1608 <br />2T <br />CONTINUOUS <br />18" <br />- <br />(2) W. <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5s <br />- <br />VARIES <br />12" <br />SEE PLAN <br />12' <br />- <br />(2) #5s <br />- <br />+ 0^{p <br />12" <br />SEE PLAN <br />12" <br />- <br />(2) #5's <br />- <br />VAR S <br />24" <br />24" <br />17 <br />(2) #Ss <br />(2) #Vs <br />_ <br />. 0"-O^ <br />TEA <br />8' <br />SEE PLAN <br />I - <br />1 (1) #5's <br />_ 0^y^ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-714-4078 <br />wwwabdes*Woup.00m <br />L AA #: 0003325 , <br />>Z <br />0 <br />9 <br />BXTJMI 1. & LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK #8 <br />PROJECT,, <br />04181.000-01082 <br />W0DEL" <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWWO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />ROLAM A ABOUCHACRA <br />M NO 93723 <br />DwR M 09/12/19 <br />SCALE: 1/4"=1'-0" <br />aHEET <br />sl <br />