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I TE-1 <br />b <br />I I <br />I <br />q <br />4" CONC. IOU- <br />SLAB I <br />3 <br />41 <br />— — — — — <br />r <br />— — — <br />fM-18xis <br />— — — — <br />— — — — <br />, <br />4 <br />101-0" <br />111-w <br />§ <br />I <br />�I <br />Im m <br />� m <br />m, <br />ILL <br />TOP OF <br />ro <br />SLAB <br />LL <br />L) d <br />I <br />;� <br />20'-5" <br />T-5" <br />11'-10" <br />r-I—L cw-12x12— <br />I <br />a <br />Lis--- <br />o <br />?? <br />0 <br />II <br />13 I <br />1.1 <br />�\ <br />.N <br />ILI <br />io <br />I m UP TO 2ND FLOOR <br />4" <br />VC� <br />3'-8" <br />T a ii� <br />I (FIELD VERIFY <br />C <br />SE ��` I <br />N <br />1 1 �, li w <br />EXACT LOCATION) <br />`: <br />O <br />11 <br />I <br />5 ` <br />1 3'-0' <br />—T <br />T OF <br />N <br />I <br />SLAB W <br />o_ <br />1 TRANSFER STEEL <br />0 I <br />024 O.C. MAX UI <br />1v <br />i <br />n <br />2 <br />�1y0'-0" FIN. ELEV. N 0 <br />I N <br />1. <br />I <br />I� Y FIN. CONC. SLAB <br />I <br />ml <br />m <br />4 <br />61 <br />m <br />ILL <br />TAT <br />18'-0" T-10" <br />L — FM-18x18 <br />Im 4 <br />4 <br />7'-8" <br />1. <br />M <br />FM-18x18 <br />c <br />Y <br />N a 4" CONC. <br />io <br />Ig p a SLAB <br />LL J <br />L <br />T <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 +-0'-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 />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 WITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOV#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 />I I'EINDICATED #5 BAR, EWDICATES #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 (a <br />30", #8.38'), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIM AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,00(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 MATH 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 MW PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-W O/C MAX. SEE PLAN FOR WW M SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Blh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />84WIA4 WlAOVER <br />GENERAL <br />1 3 1-' <br />8 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 />FM-12118 <br />17 <br />CONTINUOUS <br />IV, <br />(2)01161; <br />FM-15x18 <br />18" <br />CONTINUOUS <br />IB" <br />- <br />(2)#8's <br />FM-20011 <br />2V <br />CONTINUOUS <br />19, <br />- <br />(2)96s <br />FMC-1dx18 <br />16" <br />CONTINUOUS <br />IV, <br />- <br />(2)#5's <br />- <br />VARIES <br />OW-1202 <br />IT <br />SEE PLAN <br />17 <br />- <br />(2)#5's <br />+ 0"-d' <br />CWC-1202 <br />IT <br />SEE PLAN <br />17 <br />- <br />(2)#5's <br />- <br />VARIES <br />F-24x24 <br />24" <br />24' <br />17 <br />(2)*Vs <br />(2)#5's <br />+011• <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5 <br />_ .4•' <br />/I <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.eom <br />AA #: 0003325 <br />anon, <br />>sAnmxv. a# LOTI <br />SILVERADo <br />LOT #9 <br />BLK. #12 <br />4 8 00 _0 121 <br />monm t <br />4EHB <br />"2605- HAYDEN" <br />RIGHT <br />PAOL" <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />