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29'-0" <br />I TE•1 —1 <br />25'-6" <br />3'-6" <br />4" CONC. <br />SLAB <br />4" CONC. <br />tz <br />I? <br />in <br />I SLAB <br />I <br />w <br />w <br />r <br />IW- <br />3 1% <br />a <br />SLAB <br />— <br />— — — — — — —EXTEND <br />3 <br />W <br />/ <br />. <br />SLAB 1 1/2" <br />` <br />I <br />I <br />I <br />m <br />%I <br />z <br />;J <br />ILL 4" PVC <br />CHASE'' <br />$- e- <br />TOP OF <br />I <br />1 <br />y <br />SLAB <br />18'-11" <br />10'-1' <br />e <br />4------------- <br />� <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />•I <br />I <br />N <br />I <br />•I <br />I <br />I <br />I. <br />y <br />_ <br />L _ TE-1 M <br />I <br />'9• 4-5 1/2 4 <br />EXTEND <br />\ SLAB 1 10 <br />2.4" <br />'? <br />BOLLARD o <br />I AS REQ. PER io <br />• BLDG.CODE <br />)� ri 4"CONC <br />2SLAB. <br />hFM-1 <br />EXTEND31I2 <br />SLAB 1 1/2" <br />2 <br />FM-1ZX18 <br />,.,_ <br />_ J <br />ILL <br />m I <br />ii 5'-2" <br />*71/2 LLI <br />FMC-12X18 FMC-12Xi8 <br />FM-12X18 <br />4 4 <br />1.1 1., <br />1'-8" 8'-0" V-8" <br />4'-0" 13'-8" <br />29'-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 +-0'-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 11T 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 />11.01NDICATED #5 BAR, OINDICATES #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: Pm = <br />1,500 PSI, TYPE "M" ORS' MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED <br />T-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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF, <br />REMARKS <br />6n6 W I AXWI A OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />-- <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 />BOTTOMH#5's <br />TOP REINF. <br />T.O.F. <br />SHORT <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />#51NCURB <br />VARIES <br />F -1 1 <br />" <br />CONTINU S <br />1T <br />- <br />- <br />- ' .. <br />TE-1 <br />8"SEE <br />PLANTE-217' <br />SEE PLAN <br />8" <br />IS N. RONALD RFAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwabdoeigngroup.com <br />AA #: 0003326 <br />r <br />Q <br />Z <br />- <br />StMIDIV" ac LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #10 <br />PItOJ1GCT�r <br />04181.000-02104 <br />MODZU <br />3EKB <br />"1405-KEYSTONE" <br />OA %ADZ ,SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />of <br />f rn�ecap�-, 05/12/20 1 <br />1 ,SCALZ: 1/4"=1'—O" 1 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />si <br />