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EXTEND <br />SLAB 1 112" <br />.I <br />FM-12X18 — — — — — — — — 73 <br />I FM-12X12 <br />4" CONC. <br />, 1A <br />SLAB <br />r <br />m <br />I ,$01/2 as ro <br />Y <br />I� <br />F 2 <br />I <br />91-F <br />2'-6- <br />. <br />10 <br />b <br />1 FM-12X18 <br />1.1 <br />A.0'- <br />I� <br />SLAB <br />Vol, 1" PVC CHASE cO <br />FOR ELEC. @ c� <br />I, ISLAND <br />1 LL <br />,., <br />M <br />I� <br />X <br />I <br />I� <br />ILL <br />. I <br />4 <br />� <br />Y <br />q <br />EXTEND 4"PVC <br />CHASE <br />I <br />SLAB t 11T ; - <br />TE1— <br />— — — — — — — — <br />4" CONC. <br />5 112 <br />SLAB <br />I <br />5 <br />I <br />11 2' 4" <br />Tp 70 <br />°4 <br />18'-0" <br />2'.W <br />17'-8" <br />"' <br />SLAB <br />1 <br />I <br />`OI <br />1 <br />HI <br />Ri <br />a LLI <br />EXTEND <br />O <br />2 <br />FM-12X18 <br />SLAB 1 1/2" <br />ai <br />,., <br />14" CONC. <br />• SLAB gw( XI 6" , <br />3�" <br />g" <br />I^ <br />L�•31/2 yaiI <br />I <br />2 <br />FM(-12X18 <br />7112 FMG12X78 <br />� <br />L_ FM-12X18 1.1— J <br />•t <br />4 <br />FM-12X18 1.1 <br />FM-12X12 <br />— — — — — — <br />11 r <br />:ons <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 w0%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.OINDICATED #5 BAR, BIINDICATES #6 BAR,ENDICATES #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: Pm = <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 } 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, 6Lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W 1..1.4 OVER <br />GENERAL <br />3 112" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS.IN FOUNDATION WITH NY 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 />FMA208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <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 />_)0•4' <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />O#5's <br />(-)IY-4" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />- •-0" <br />3UN <br />144i N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />O <br />O <br />0 <br />rUSDIV. Ae LOT: <br />SILVERADO <br />LOT #10 <br />BLK #19 <br />PROJECT# <br />04128.002-10191 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH B <br />BCALE: 1/4-=1'-0" <br />FOUNDATION PLAN 8. <br />SCALE: 1/4" = 1'-0" s t <br />