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-i <br />TEio <br />I I <br />4" CONC. <br />o. SLAB <br />3 <br />oww <br />w <br />1 <br />r — — — — <br />— — — <br />F M -18 X 18— <br />I <br />101-W <br />11'-8" <br />15'd" <br />2'-8" <br />4 <br />I <br />Ix <br />I <br />H <br />x <br />I` <br />TOP OF <br />71 <br />rn � <br />LL <br />4 SLAB <br />LL <br />UO <br />I <br />I <br />W <br />20'S" <br />T-5" <br />w <br />9 <br />�-IZ cw-1zx12 �' <br />I <br />ti <br />A <br />Lis--- <br />e I <br />11 <br />o <br />0ii <br />o <br />1. I <br />011 <br />u z <br />CWC-12x,rb <br />x wng <br />— — <br />NIIN O <br />R <br />/ <br />UP TO 2ND FLOOR <br />4" <br />VCJ <br />O <br />a <br />(FIELD VERIFY <br />8 <br />C <br />I I ii w <br />` <br />EXACT LOCATION) <br />I 1. <br />j <br />` I� <br />T <br />O <br />I <br />SLAB R <br />= <br />9'-5" 9'-3" <br />9'-0" <br />2'-8" <br />0 <br />o <br />, <br />_ <br />x <br />#3 TRANSFER STEEL m I <br />I I <br />I <br />0 24" O.C. MAX <br />N I � <br />2 <br />� <br />� 0'-0" FIN. ELEV. <br />FINFIN. CO�NC. SLABS.. I <br />ml <br />Im ,1 1 <br />4 <br />61 <br />m <br />ILL A I <br />L — FM-16x18 <br />mmn Im 4 <br />4 <br />o <br />m I <br />FM-16x18 <br />8LA6 <br />FM-16X18 <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 <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 LANE 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 12" 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 />WINDOWNDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWNGS FOR WALKWAY SLAB LAYOUT. <br />11.EINDICATED #5 BAR, UNDICATES #8 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 =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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,ODCPSF. 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. 530-131ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (JOW PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />T-0" On MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />616 W7.4—.40VER <br />GENERAL <br />3 12' <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 />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />12) #Ss <br />- <br />(+)0'-0" <br />FM-16x18 <br />IT <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />I+)0"-0" <br />FM-20x18 <br />20" <br />CONTINUOUS <br />19, <br />- <br />(2) #Fs <br />FMC-16xi8 <br />16" <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />CW-1202 <br />17, <br />SEE PLAN <br />12, <br />- <br />(2)#5's <br />+T-T <br />CWC-1202 <br />12, <br />SEE PLAN <br />12" <br />- <br />(2)#Ss <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />(2)#55 <br />(2)#5's <br />TEA8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />1441 N. RONALD REAGAN. BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />h <br />to <br />O <br />g <br />O <br />a <br />SUDDiv ag i oT <br />SILVERADO <br />LOT #8 <br />BLK. #11 <br />PitoamTip <br />04128.002-08111 <br />HODEL" <br />4EHB <br />"2605- HAYDEN" <br />GAM&OZ ago: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />Rouen A ABOUCIRCRA <br />L AR NO 93722 J <br />DF-RMNT .9 <br />w10/23/18 <br />BCALE: 1/4"=1'-0" <br />8HEET <br />st <br />