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11PIE:1 <br />28'-8" <br />9'-6" <br />15'-10" <br />3'-4" <br />— _FM-12X12 — F— <br />— — <br />— 1 — <br />— — — FM-12X18— — — <br />— — <br />I <br />4" CONC. <br />W SLAB I <br />4 <br />F <br />w <br />I <br />a �_3;A,,_,F-24X24 <br />0'-0"10 <br />r <br />FM-12X18 <br />I <br />I <br />1.1 SLAB 1 112" <br />I <br />I� <br />I <br />I <br />I <br />�T <br />SLAB <br />w <br />F <br />M <br />I <br />I <br />I <br />I <br />NCD I <br />LLI <br />I . <br />I <br />I. <br />I� <br />I <br />'I <br />I <br />I <br />19'-0" <br />5'-0" <br />15'-8" <br />I <br />4" PVC <br />CHASETq <br />I <br />i' <br />TE-1 <br />— <br />-51/2 <br />5 3'-0" <br />$ <br />gl <br />I <br />N <br />LLI <br />. I <br />1 <br />EXTEND <br />SLAB 1112" <br />2 <br />(4" CONC. .- �� FM-12X18 <br />w <br />m <br />1.1 <br />( SLAB awl N r. <br />I . <br />�$:3 1l2 y a( I <br />3,4" <br />1/2 <br />L 1.1 FM-12X18 1.1 J <br />— — — — <br />FMC-12X18 a <br />FM-12X18 <br />FMC-12X18 <br />c <br />4 <br />4 <br />i.t <br />1.1 <br />10'-2" <br />X-10" <br />2,-8" <br />16'-0" <br />2,4„ <br />21'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />3 <br />,.1 <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 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.GINDICATED #5 BAR, (]INDICATES #6 BAR,WNDICATES #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 '} 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, 6tb EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1..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 />TE-1 <br />8" <br />e <br />- <br />(+)O"-0" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />( s <br />+ 0"-0" <br />FMA2x18 <br />12" <br />CONTINUOUS <br />Is" <br />(2 #5's <br />(+)0'-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />s <br />+ "-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />s <br />VARIES <br />24" <br />1441 N. RONALD RFAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX: 407-7744078 <br />www.abdosigngroupcom <br />L. AA #: 0003325 <br />6 <br />4 <br />avBDIV. ac IAT <br />SILVERADO <br />LOT #9 <br />BLK. #17 <br />PROJECT* <br />04128.002-09171 <br />MODEL. <br />4EBB <br />"1828-CALI" <br />GARAGE awING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />EC <br />DRINT ATIM 12/03/19 <br />aCALE: 1/4"=1'-0" <br />aiIEET <br />s1 <br />