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v <br />_ _ <br />FM-12Xi8 <br />FM-12X12 <br />4' CONC. <br />NI <br />BLAB NI <br />`\\ <br />F- �yl <br />N <br />W NI <br />$a 1/2" <br />io <br />io <br />iA <br />`\\ <br />F-2024 <br />J a W <br />\ \ <br />2'-6' <br />9'-8" <br />FM-12X78 <br />\\ 4" PVC CHASE <br />\\`\ I <br />TOP OFF <br />°D `�\ 1" PVC CHASE j <br />SLAB I <br />9 <br />N ``\ FOR ELEC. 0 <br />ISLAND n <br />\\ \\ <br />W 1 <br />`` `\ <br />S <br />�I <br />N <br />0 <br />I <br />it <br />+1 <br />iol <br />I <br />I <br />to I <br />I v <br />I <br />m <br />EXTEND <br />SLAB 1 1/2/� <br />L <br />— — — — — — <br />I• <br />y YA-51/2" <br />N <br />I 5 <br />I <br />I <br />ma <br />�_ <br />O o: <br />2' -e^ <br />M <br />IX <br />I <br />to <br />17 <br />I <br />Ig a <br />I~ <br />1 <br />O EXTEND <br />1.1 <br />2 W SLAB 1 M" <br />FM-12X18 <br />1.1 <br />I N <br />h 4" CONC <br />til <br />El' <br />3-0" 8" Ix law SLAB I I <br />a I� a 31/2" 1 <br />I <br />( �___J <br />FMC-12418 *71/2" FMC-12X7m1.1 <br />tj <br />FM-12X18 <br />-------- <br />TIM7 <br />F M -12 X 12Loll I <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 +-Y-O'. <br />S. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. <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 />11.12IINDICATED #6 BAR, DINDICATES #6 BAR,MNDICATES #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 W <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12' SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 46 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 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: F'm = <br />1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />3'-0' O/C MAX. SEE PLAN FOR WWM 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 />Bx8 W 1.4xW 1.4 OVER <br />GENERAL <br />31/2, <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 />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 />is" <br />- <br />(2)#5's <br />(+)0'-0" <br />FMC-12xla <br />12' <br />CONTINUOUS <br />16' <br />- <br />#5s <br />#51N CURB <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12" <br />(2) #5's <br />(2) #5's <br />(-)0'_4• <br />FM-12xl2 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2) #5'8 <br />(-)0'-4" <br />TE-1 <br />6' <br />SEE PLAN <br />a, <br />- <br />(1) #5 s <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />p <br />� <br />N <br />L4 <br />0 <br />r <br />sUDDIV. & LOT: <br />ABBOTT PARK <br />LOT #15 <br />BLK #15 <br />PROJECT# <br />04181.000-15151 <br />MODEL." <br />4EAB <br />"1672— ARIA" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />