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�2F <br />,4'j" <br />3•4" <br />15,-10" <br />9,,6" <br />9'-8" <br />'4" <br />1 <br />FM-1912 <br />FM-12X18 <br />m <br />c <br />4"SLAB <br />x <br />LL <br />I a� <br />l <br />F-24X24J <br />*31/2 <br />r <br />• I <br />101-0" <br />10 <br />1J <br />EXTEND FW12X18 <br />1 <br />I <br />SLAB 1 1/2" <br />I <br />I <br />I <br />11 <br />1 <br />I <br />T� <br />I <br />I <br />ILL <br />I <br />I <br />I <br />'i <br />I <br />�I <br />I <br />I <br />�I <br />LLI <br />I <br />I' <br />I <br />I <br />4" PVC <br />L <br />CHASE <br />TE-1 <br />� <br />— <br />— — <br />— <br />•1 <br />I- <br />5 1/2 <br />" <br />4-1 <br />= <br />17'-8" <br />2-8" <br />T " 5 <br />I <br />as <br />� <br />Z. ILL <br />$ <br />I <br />I <br />EXTEND - <br />SLAB 111r <br />1• <br />FM-12XIS 4" CONC.I <br />I <br />N • <br />law SLAB I <br />I <br />31Y1 <br />3'-4' ILL l ai <br />I , <br />712 <br />2I <br />o J <br />I <br />°P <br />.1 <br />M 1 <br />1 I <br />A-12X16 <br />FM-12X18 <br />FMC-1 18 <br />1.1 FM-12X18 <br />1.1 <br />0 <br />a <br />a <br />1.1 <br />.1 <br />Z-8" <br />16'-0" <br />2'-8" <br />4•-4" <br />3'-10' <br />IV-2" <br />21'-4" <br />14•-0" <br />39'-8" <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 +-V-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 />I I.OINDICATED #5 BAR, DINDICATES #6 BARANDICATES #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 #FS AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) 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 />1,500 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" 0/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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 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 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-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />2 s <br />+ "-0" <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />( )) #5s <br />(+)0'-0" <br />FM-16x18 <br />18" <br />CONTINUOUS <br />18" <br />- <br />s <br />+ "{r' <br />FMC-1208 <br />12" <br />CONTINUOUS <br />1 <br />- <br />s <br />VARIES <br />- <br />24" <br />---77-71=7711137° <br />(-)U" +" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />144i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngmp com <br />AA #; 0003326 <br />14 <br />v+ <br />6 <br />#A <br />0 <br />must) " ae IAT <br />SILVERADO <br />LOT #15 <br />BLK #19 <br />PROJECT# <br />04128.002-15191 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE S'WnM: <br />LEFT <br />1PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. Bff <br />