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E <br />19'•R" <br />28'-8" 11'-0• <br />9,_6„ <br />9'1' ,4• <br />— 1 — — — — FM-12X12 <br />m <br />— — — — — — FM-12X18 — <br />A 4" CONC. a <br />SLAB <br />II <br />I <br />daI <br />0a <br />F-24X24J 1,-0„ +-31/2 I <br />r <br />. I <br />10'-0" <br />t0 <br />1.1 <br />EXTEND FM-12718 1 <br />I <br />SLAB 1 1/2" <br />I <br />' <br />I <br />IT <br />1. <br />I <br />I <br />'VT—OPOF I <br />SLAB <br />I� <br />I <br />I <br />.I <br />I <br />I <br />�I <br />I <br />1 <br />�I <br />1. <br />I 4" PVC <br />CHASE <br />L <br />— — — — —LE-1 <br />_ 5 1/2 <br />a" <br />I <br />N-0" 5 <br />I 1.1 <br />I <br />4 <br />m � <br />I <br />EXTEND <br />1 <br />2 <br />SLAB <br />--_ _ <br />1.1 m <br />1.1 <br />m <br />m <br />FM-12X18 (w �'i 4" CONC <br />I <br />. <br />--� (W SLAB <br />3'-4' 1 � ( a $J 1/2 <br />-7 1/2 <br />�) <br />2 LL <br />b J <br />MC-12Xi8 FM-12X18 v <br />— — — — — <br />FMC-1 18 <br />L 1. FM-12X18 1.1 J <br />4 4 <br />1.1 <br />2,,," <br />18'-0" <br />2'-8" <br />X-10" <br />10'-2" <br />39'-W <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 +4-0", 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 />11 0INDICATED #5 BAR, 13INDICATES #6 BARANDICATES #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 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 #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 6) 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" ORV MORTAR, ASTM C476 GROUT (3D00 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4OF 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6.6 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 30" LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />(+)D-D" <br />12" <br />CONTINUOUS <br />12" <br />- <br />#6's <br />+ "-0" <br />UC-12xiS <br />12" <br />CONTINUOUS <br />18" <br />(2)#5's <br />16" <br />CONTINUOUS <br />1 <br />s <br />_ <br />+ "{I^ <br />12" <br />CONTINUOUS <br />18, <br />VARIES <br />2 <br />s <br />(-)0"-4" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A 0003325 <br />b <br />b <br />IL <br />IL <br />a <br />aunz)ly a LAT <br />SILVERADO <br />LOT #34 <br />BLK #18 <br />PROJI.CTo <br />04128.002-34181 <br />moDEL• <br />4EBB <br />"1828-CALI" <br />GARAGE BWD90: <br />LEFT <br />PA0Z- <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />)i.j <br />SCALE: 1/4"=1'-0" <br />9*mc= <br />sl <br />