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Y <br />Y <br />3 FM-,2X18 <br />FM-121 <br />4" CONC. <br />wl <br />SLAB �I <br />ao <br />`\\ <br />F-24X24 <br />�a-31/2I <br />0 <br />I `\ <br />`\\ c <br />0 <br />\`\ <br />FM-12X18 <br />I <br />1 <br />Nk <br />,., <br />PVC CHASE <br />�4" <br />` <br />I <br />I �\ CL <br />. <br />\` I <br />0'-0" <br />�\\ T—I <br />°"r 1" PVC CHASE <br />\`\\ FOR ELEO Q u <br />SLAB <br />I <br />4 <br />a0 <br />%`\\ ISLAND n <br />( <br />I ,I <br />`, <br />I <br />`` <br />I <br />\ <br />� <br />4 <br />1 <br />I <br />1.1 I <br />I <br />I <br />a <br />SLABn, <br />IIIIIIIIII <br />— — <br />,- <br />:51/2 <br />IIII <br />Z <br />�o <br />2' <br />Lb <br />SLABFM-12X18 <br />4"CONCEXTEND <br />SLAB <br />AFI-1111 <br />-0�i J12 <br />� <br />FMG12X18 FW12XISL <br />1_ <br />FM-12X18+71/2 <br />------2M12X12 <br />—— <br />2'-8" <br />w w <br />1.1 1.1 <br />FOUNDATION PLAN <br />SCALE: 114" = ,'-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 />i 1.01NDICATED #5 BAR, MINDICATES #6 BAR,111111INDICATES 07 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 95-S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) 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: Pm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" 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, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6X6 WIAXW1.4 OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' 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-IN18 <br />12, <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />- <br />(+)0'A" <br />FMC-1208 <br />17, <br />CONTINUOUS <br />18" <br />- <br />6 <br />#5 IN CURB <br />VARIES <br />F-24X24 <br />24" <br />24" <br />17, <br />(2) #Ss <br />) <br />0"-4" <br />FW12X12 <br />12' <br />CONTINUOUS <br />17, <br />- <br />(2)#5's <br />(-)0'-4" <br />TE-1 <br />w, <br />SEE PLAN <br />8" <br />- <br />s <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />Ir <br />F� <br />P <br />94 <br />• <br />W <br />I <br />p <br />C <br />5 <br />aunDiv ae x'OT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #S <br />PROJECT* <br />04181.000-02081 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE atIINO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />