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EXTEND <br />SLAB 1 1/2" <br />Y <br />_ _ <br />FM-12X18 <br />I— FM-12X12 r <br />_ <br />4" CONC. <br />1 1, <br />I� SLAB <br />4 <br />w <br />�3,/2" a <br />F 2 4 <br />2'-6 <br />io <br />10 <br />� <br />I <br />r 7M-1918— <br />I 1 <br />I <br />I <br />.I <br />I <br />I <br />0$= <br />TOP OF <br />SLAB <br />1" PVC CHASE X <br />FOR ELEC. <br />n ISLAND g <br />1 LL <br />I� <br />x <br />I� <br />ILL <br />I <br />o <br />a <br />L7 z <br />y <br />EXTEND 4"PVC <br />%CHASE <br />F- <br />I <br />SLAB 1 1/2" <br />TE1— <br />— — — — — — — — <br />5 1/2" <br />SLAB <br />I <br />1.1 <br />"2'-8" <br />`P <br />18'-0" <br />17'-8" <br />t.LAB <br />�I <br />uj <br />1 <br />I 1,1 <br />EXTEND <br />O <br />2 <br />FM-12X18 <br />SLAB 1 1/2" <br />y <br />,., <br />___ <br />4 <br />CONC. <br />� <br />i <br />v <br />SLAB nw 6" <br />N 3'-0" <br />6"( <br />IcS <br />I <br />( *31/2" Na <br />I <br />T 1. <br />FMC-12X18 <br />7 1/2" <br />1 1.1 <br />L _ FM_12X18 1•t _ J <br />F M 2 X 12 <br />FMC- 4 <br />12Xi8 1.1 <br />4 <br />1.1 <br />FM-12X1S <br />— <br />— — — — — — — <br />-, <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 +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.OINDICATED #5 BAR, MINDICATES #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 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 B) 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: Fm = <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 i 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 />I REINF. <br />REMARKS <br />616 W 1.4xW 1.4 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 />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />I TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18' <br />- <br />(2)#69 <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />1 <br />(-)0"-4" <br />FW12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #5's <br />1 <br />(-)0'-4- <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />_ 0'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />cq <br />sunDrv. ac LOT: <br />SILVERADO <br />LOT #44 <br />PROBLK #18 <br />JECT <br />04128.00 -44181 <br />MODEIa <br />4EAB <br />"1672-ARIA" <br />GARAGE STIIMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 UPH EXP. B <br />1 <br />MMIN <br />D � 07/27/20 <br />SCALE: 1/4"=f-0" <br />SHEET <br />S1 <br />