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EXTEND <br />SLAB 1 1/2" <br />r <br />FM-12X18 <br />FM-12Xi2 '_ <br />4" CONIC. <br />I. <br />1 11 <br />ry SLAB <br />m <br />w ri t7 <br />is <br />I'$3 112 w iv <br />I <br />I <br />Ja <br />F-24X24 <br />I <br />ILL <br />91-6 <br />2,-6" <br />I <br />`t <br />m <br />10 <br />c <br />I <br />FM-12X18 — — — <br />I 1 <br />I <br />.I <br />I <br />F I <br />T,.°� <br />I <br />4 <br />°D <br />I SLAB <br />1" PVC CHASE _ <br />FOR ELEC. ® c�S <br />i2 ISLAND <br />1 LL <br />.I� <br />I <br />I� <br />I <br />I <br />z <br />I <br />I <br />a <br />I <br />q <br />EXTEND 4"PVC <br />CHASE <br />I <br />SLAB 1 1/2" <br />TE1—��^---� <br />----- <br />5 1/2 <br />� <br />4" CONC. <br />I <br />* <br />SLAB <br />I <br />Lt <br />�S�L <br />L4 <br />°P <br />18'-0" <br />2'-8" <br />17'-8" <br />TOP OF <br />SLAB <br />o7 <br />I <br />I <br />T-6, <br />1.1 <br />I <br />�I <br />dI <br />�I <br />o <br />w LLI <br />1.1 <br />EXTEND ry <br />O <br />2 <br />FM-12X18 <br />SLAB 1 1/2" <br />rJi1 <br />4 <br />I <br />v <br />CC. L <br />SONLAB w wlI 6" 3,1" <br />I <br />6' <br />(� <br />I <br />31/2 Nai �I <br />ILL <br />J 1 <br />2 <br />1.1 FM <br />12X18 7112 FMC-12X18 <br />1 1.1 <br />4 <br />4 <br />L_ FM-12X18 1.1_ J <br />1_ <br />_ FM-12X78 <br />— — — <br />F#A-1202 <br />LIL <br />16'-0" <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 -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 />11.OINDICATED #5 BAR, OINDICATES #6 BAR,RNDICATES #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.530-131ASCE 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 />1,5W PSI, TYPE "M" OR'S" MORTAR, ASTM G476 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 />T-G" 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, 661 EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 W" <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 />18" <br />- <br />(2) #5's <br />FMCA208 <br />12" <br />CONTINUOUS <br />181, <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17, <br />8 <br />s <br />(-)O"-4•- <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #5's <br />(-)0'-4' <br />TEA <br />8" <br />SEE PLAN <br />8" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdosigngroup.00m <br />L AA#-,0003325 <br />1 <br />2 <br />La <br />a <br />14 <br />r <br />ul <br />0 <br />x <br />om <br />ev>aaiv ae roa": <br />SILVERADO <br />LOT #5 <br />BLK" #19 <br />PROJECT <br />04128.00 —05192 <br />HODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE 87RNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />It,150 MPH EXP. RIF <br />