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7T-8„ <br />53'4" <br />20'4" <br />10'-10" <br />20'-1" <br />T-4" <br />6'-11" <br />26-6" <br />26 4" <br />5'-0" <br />23'-0" <br />3'-8" 6" <br />ol <br />TOP OF <br />SLAB <br />v <br />— — <br />— — — — <br />— — — — — — — — — <br />— — — <br />— — — — <br />— <br />4" CONIC.— <br />FM-16X78 <br />Q <br />i <br />FM-16Xi8 <br />FMC-16X78 <br />SLAB <br />4 <br />c+ <br />-31/2 i <br />w g <br />I <br />2 <br />I <br />i` <br />i <br />11 <br />.1 <br />L— _J <br />O <br />1.1 <br />m <br />� <br />` <br />I <br />W <br />m <br />,.,I <br />bo <br />I� <br />I <br />I <br />I <br />I <br />a <br />I <br />q <br />' <br />2'-0 <br />,. <br />4"PVC <br />L <br />CHASE— _ — <br />` <br />I <br />-5 1� 1 <br />SLOE 2" <br />X <br />-31/2"d <br />m <br />I 'v <br />Y <br />� <br />I <br />I m <br />I <br />I <br />31/2" <br />28'-7" <br />6'-7" <br />SLOP,— <br />r <br />LOP 1/6" <br />,i 5.. <br />I PER FT. I <br />PER <br />I <br />I <br />I EXTEND <br />14-I <br />� <br />I <br />SAB 11/ <br />I SLAB ) <br />,31J' <br />2 <br />SLAB <br />,0" <br />- <br />-GO—NyGL. <br />— <br />4•'CONC. <br />3Iti <br />SLAB <br />v <br />1.1 <br />FMC-i8X18 14 <br />— <br />I <br />( <br />c�woizxlz — <br />—1 A <br />I EXTEND <br />SLAB 1 1/2" <br />EXTEN <br />I I� <br />ro <br />T.4" T-4" <br />SLAB 1 1/2" <br />m IY <br />cQ <br />[V <br />I <br />X <br />� <br />Ir <br />r FM-i6X18 <br />1 <br />X <br />N <br />FM-16Xia 1 <br />io <br />,., <br />II <br />io <br />II <br />Q <br />iPVC CHASE <br />ELEC. <br />I�FOR <br />ISLAND <br />16'-2" <br />a <br />13 <br />1. <br />it t <br />�I FM-16X18 1'11 <br />1 <br />FM-i6X18 <br />1 <br />+� c, <br />a <br />6'-0" O/C MAX., <br />TYP., UNO <br />34" <br />30'-9" <br />32'-9" <br />a'-r <br />se•-1o" <br />76-0" <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6k6 W1.4XW1.4 OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" <br />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-16X18 <br />16, <br />CONTINUOUS <br />16, <br />FMC-16k18 <br />16, <br />CONTINUOUS <br />181, <br />- <br />'s <br />#5 IN CURB <br />VARIES <br />CWC-1002 <br />12, <br />CONTINUOUS <br />17' <br />) #Vs <br />TEA <br />B• <br />SEE PLAN <br />8" <br />- <br />) <br />#5 IN CURB <br />00'-W' <br />F-24X24 <br />24" <br />21' <br />12" <br />'s <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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'4% 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 />11.0INDICATES #5 BAR, ElIN04CATES #8 BAR,MNDICATES #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 />W', #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 #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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />FA C N I T 1 6 T t <br />Grou�otn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744018 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />[aa, <br />BUDDiv. ae IL01`. <br />SILVERADO <br />LOT #11 <br />BLK. #14 <br />PROJECT <br />03719.000-11141 <br />MODES. <br />"2558-HAWTHORNE" <br />GARAGE BWDM: <br />RIGHT <br />PAGE; <br />FOUNDATION <br />PLAN <br />150 MPH A. B <br />