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— <br />TE-,10 <br />I I <br />4"CONC.I <br />CIL SLAB <br />3 <br />Ow <br />m � <br />11 <br />jr <br />— — — — <br />— — — <br />F M 8 <br />10'-0' <br />I <br />I <br />om° <br />�I <br />6m <br />Cf <br />N <br />SLAB <br />LL <br />L) <br />10 <br />I <br />n <br />20'-5" <br />T-5" <br />11'•10" <br />LL <br />9 <br />riz cw-1z�1z <br />I <br />(1— <br />L4 Ls <br />F-24 <br />11 <br />ep <br />O <br />ii <br />SIIZ <br />CAC-12X��— <br />R NIIN <br />— <br />— — <br />LLJ <br />$II- § <br />---- <br />— <br />o <br />rn <br />ILL Uii� <br />I "' UPT02NDFLOOR <br />4" VCJ N <br />> u <br />I (FIELD VERIFY <br />C BE <br />" �0'•0 <br />W <br />8 EXACT LOCATION) <br />1.1 <br />oII <br />I <br />1 3,_0�` : <br />TOTOP OF ?4 <br />I <br />SLAB <br />o_ <br />ry <br />3 <br />I <br />I <br />N I <br />.X <br />3 TRANSFER STEEL <br />ro <br />O <br />6 24" O.C. MAXI <br />N <br />�' <br />II <br />2 <br />ry <br />I aI <br />FIN^GONG SLAB <br />( <br />I <br />I 4 <br />LLI <br />m <br />L FM•i8x18 — _ — <br />I <br />4 <br />4 <br />LL <br />9' e" 7,-e" <br />o <br />� <br />FM-18x18 <br />I7 <br />m <br />LL <br />" <br />L---- <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-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 NGVO. <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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 10 FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL <br />DRAWINGS. <br />B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAW NGS FOR WALKWAY SLAB LAYOUT. <br />11. EINDICATED 05 BAR, 13dDICATES #8 BAR, EDICATES 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 05 = <br />30", #8 -381, 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 2,000PSF. 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 WTH 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.530-1 WASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT GOOD PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR W1/WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Bih EDITION <br />SLAB SCHEDULE <br />3LA8 <br />THICKNESS <br />REINF. <br />REMARKS <br />Bx6 WIAxW1.4 OVER <br />GENERAL <br />3 12" <br />B MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH NT 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-IZd8 <br />IT <br />CONTINUOUS <br />18' <br />- <br />(2)#5'6 <br />FM-IBx18 <br />15' <br />CONTINUOUS <br />18" <br />- <br />(2) #5s <br />+ 0'-0" <br />FM-20XIS <br />20' <br />CONTINUOUS <br />18" <br />- <br />(2)95k <br />+0'-0" <br />FMC-16x1S <br />16, <br />CONTINUOUS <br />IV, <br />- <br />(2)#5's <br />VARIES <br />12, <br />SEE PLAN <br />17, <br />(2)#5's <br />+ 0•-0• <br />CWC-12x12 <br />12' <br />SEE PLAN <br />12, <br />- <br />(2)#6e <br />- <br />VARIES <br />F-24Y24 <br />24" <br />24" <br />12' <br />(2) #5's <br />(2) #5's <br />_ <br />+ 0•.0" <br />TE-1 <br />8" <br />SEEPLAN <br />1 - <br />(1)#5's <br />_0•-4^ <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407474-4078 <br />www.abdeskgngroup.com <br />L AA #: 0003325 J <br />14 <br />e8 <br />i <br />ei <br />O <br />Y <br />pT <br />4ILL <br />I <br />oulmly as LOTS <br />SILVERDADO <br />LOT #23 <br />BLK #7 <br />P1W JMT <br />0412 .00 -2 07 <br />Mom- <br />4EHB <br />"2605- HAYDEN" <br />GA1tA0Z OWD"k <br />RIGHT <br />PAGIM <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />PA AW A ABOIJO AM <br />L AR NO OWM j <br />mm <br />DUDIT A07/01/19 <br />INICAIM 1/4"=1'-0" <br />s1 <br />