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O <br />28'-8" <br />— 1 <br />— — — — FM-12X12 <br />— — FM•12X18 _ <br />4" CONC. <br />LL I SLAB IFI <br />w <br />F-24X24� J a <br />F— <br />3 12 <br />LL I <br />10 <br />1.1 , <br />EXTEND FM <br />i <br />SLAB 1 1/2" <br />Id <br />I <br />1 <br />I <br />I <br />I <br />+2p^ <br />TOP OF <br />I . <br />SLAB <br />ILL <br />I <br />I <br />I • <br />•I <br />I <br />I <br />I <br />I <br />I• <br />I <br />4" PVC <br />CHASE <br />—LE-1 <br />I <br />I. <br />5 12 <br />� <br />a" i <br />I <br />' <br />1T-0" <br />2'-8" <br />I� <br />I <br />. <br />I <br />ILL <br />o <br />I <br />EXTEND <br />1 <br />2 <br />SLAB 11/2" <br />1.1 -- <br />FM-12X18 :21� ri 4"CONC <br />. Ii• <br />— -7 x ly w SLAB <br />oa <br />I <br />--31Q <br />3'-a" ILL �y i <br />I , <br />* 71t2 <br />2 <br />b — J <br />I <br />1 <br />1 I <br />MC-12X18 <br />FM-12XIS FMC-12X18 <br />L — FM-12X18 <br />J <br />4 <br />4 <br />2'-8" <br />18'-0" <br />2'-8" <br />T-10" 10'-2" <br />21'-4' <br />4'•4" 14'-0" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = P-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 +-0%0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION+-d-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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 10 FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL <br />DRAWNGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WNDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWNGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS, <br />10. SEE ARCHITECTURAL DRAWNGS FOR WALKWAY SLAB LAYOUT. <br />11.17NDICATED #5 BAR, EDCCATES N8 BAR, INDICATES 47 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 (M5 = <br />30", 08 -301, 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE k5'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 (JW00 PSO, UNITS LAID IN <br />RUNNING BOND. <br />10. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0" OrC MAX. SEE PLAN FOR VWMA SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />84W1.4X A OVER <br />GENERAL <br />3 12' <br />8 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 3d' 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 />TE-1 <br />8" <br />SEE PLAN <br />101' <br />- <br />'s <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12, <br />(2)*ft <br />FM-12X18 <br />17, <br />CONTINUOUS <br />18' <br />2 itSs <br />+d-0" <br />FM-1808 <br />18" <br />CONTINUOUS <br />18" <br />FMC-12X18 <br />IT <br />CONTINUOUS <br />181' <br />- <br />O 96s <br />VARIES <br />F-24X24 <br />24" <br />24" <br />17 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-4078 <br />FAX: 407-774.4078 <br />www,abdesigngm up.com <br />L AA 11: 0003325 - <br />o <br />�a <br />il01 <br />ma-6- <br />el <br />avaa:v as Loan <br />SILVERADO <br />LOT #60 <br />BLK" #6 <br />PRoamOT <br />4 8 — 6 <br />movlou <br />4EBB <br />"1828-CAI I" <br />GARAOR STIFIN : <br />LEFT <br />PAGm1 <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />Dw 3/11/19 <br />aCALM 1/4"=1'-0" <br />a3smmT <br />si <br />