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8'-2" <br />3'4" <br />30'-9" <br />32'-9" <br />6'-0" O/C MAX., <br />TYP., UNO <br />FM-16X18 <br />FM-16X18 <br />ih <br />3 1 <br />1 <br />1 <br />I <br />I <br />o <br />1f <br />i <br />16 2" <br />II R ELEC. ( <br />m <br />ISLAND <br />X I <br />q <br />1.1 <br />I <br />5 <br />m <br />13'-8" <br />� <br />io <br />m <br />FM-16X18 <br />1 <br />� <br />L FM-,6X,8 <br />8'-6" <br />6'4" <br />3,4« <br />I <br />I <br />EXTEND <br />W <br />SLAB 1 1/2" I <br />IF <br />I <br />EXTEND <br />SLAB 1 112" <br />I <br />I <br />�cv�c,2x12 = J <br />fV <br />4 <br />a"CONC. <br />7.1 <br />2 <br />NN <br />SLAB <br />9 <br />13,-0« <br />Lb <br />14.1 <br />III <br />qc� <br />'BF <br />EXTEND <br />-3 1/2I NC3LAI <br />SLAB 1 1/2" )SLAB <br />(SRF1/8;. <br />g_"2g_7 <br />E1/8" <br />cmg'LLii <br />*31/2 <br />0.2 J <br />10-0 <br />-31/2"* <br />SLR <br />Y�+ <br />-51AY/2m" <br />FM-16X184" <br />PVC <br />191-8" <br />2-0" <br />4 <br />0 <br />w <br />x <br />~IIIIIIIIII <br />I <br />_ <br />4 <br />T <br />TE-1 <br />— <br />} <br />4' CONC. <br />4 1.1 <br />r 12 <br />F -3 1/2 1.1 <br />1. <br />I <br />1. <br />LL <br />ti <br />IE <br />L SLAB — — — <br />FM-1 —X18 — — — — <br />— <br />— _ <br />T — — )F — — — — — — FM-16—Xl8 — <br />— <br />— — — —y' — <br />— FMC-1 BX18 — <br />— —Ft <br />Y <br />11 <br />.111 <br />1 1 1 1— <br />1 111.1 1 17777777Mr— <br />I <br />[-�l I Ell I I I I I I I Imi <br />El I I I I <br />I I I I Fell <br />I 11. <br />3'-6" 6 <br />0'-0" <br />4 <br />TOP OF <br />1.1 <br />SLAB <br />25'4" <br />V-0" <br />23'4" <br />10'-10" <br />20'-1" <br />7-4" <br />V-1 i" <br />28'-6" <br />53'4" <br />20'4" <br />73'-8" <br />'4" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bx8 W' .1.4 OVER <br />GENERAL <br />3 1/2" <br />6 MiL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' 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-16x/8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />Hol-0" <br />FMG16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />$51N CURB <br />VARIES <br />CWCA2X12 <br />12" <br />CONTINUOUS <br />12" <br />" <br />" <br />TEA <br />8" <br />SEE PLAN <br />1. <br />- <br />5s <br />#51N CURB <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />_ <br />+ "-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 <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 R THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11,01NDICATED #5 BAR, IIIINDICATES #6 BAR,NNDICATES #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 />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 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 />1.600 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 />X-V O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />I. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />�A IC N IT ICT8'1 <br />Groin <br />1441 Ni RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH:407-774,6078 <br />FAX 407-7744078 <br />wwwsbdoWgngroup.00m <br />L AA #: 0003325 -A <br />w <br />AN <br />O <br />v <br />l <br />N* <br />A <br />sunDIV. at Loll <br />SILVERADO <br />LOT #1 <br />BLK #13 <br />P1tOdECT* <br />03719,000-01131 <br />MODEL: <br />"2558-HAIITHORNE" <br />GARAGE NWINM <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />