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Q <br />39'-8" <br />28'-8" 11'-0" <br />36-2" <br />O�T P <br />p <br />r4 <br />SLAB <br />— 1 — — FM-12X12 <br />\� — — — — — FM-12X18 _ <br />4"CONC. cOF al <br />SLAB <br />w01 K `� <br />OW <br />F-24X24� y, CL <br />1._0" +.3 1l2 <br />I <br />10 <br />1.1 <br />EXTEND FM-12Xt8 <br />SLAB 1 1/2" <br />4" PVC <br />11� <br />CHASE <br />I <br />I <br />I <br />1 0101, I . <br />2 P <br />TOP OF I <br />m <br />SLAB <br />I� <br />I <br />I � <br />I <br />15'-8" `� 5'-0" <br />`,d <br />1 <br />L— — — — TEA <br />_ <br />I <br />I <br />I N <br />I• <br />*-5 1/2 <br />4" <br />17'-8" <br />2'-8" <br />I <br />I <br />o <br />16 <br />EXTEND- <br />2 <br />SLAB 11/2" <br />1.1 -- <br />I <br />mftFM-12X118�'ri <br />4"CONCF.to <br />o: SLAB-71/2 <br />I0,-3 1/22 <br />FMC-12X18 FM-12X18 <br />— — — — — — — — <br />FMC-12XIS <br />— — <br />SIA _ _ FM-12XIS <br />— — — <br />0dH <br />4 4 <br />2'-8" <br />18'-0" <br />2'.8" <br />4' 4" <br />V-10" <br />10'-2" <br />21'-4" <br />14'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 +4-0". <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 1Y1" 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 />VIANDOWID06R TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />1 I.EIINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #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 543, USING: Pm = <br />1,5D0 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 j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Bth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x8 WIAXW1.4 OVER <br />GENERAL <br />31/7' <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />101, <br />FM-12x12 <br />17' <br />CONTINUOUS <br />17 <br />- <br />(2) ffs _ <br />+ '-0" <br />FM-12(18 <br />1T <br />CONTINUOUS <br />18" <br />(2)#69 <br />FM-18x18 <br />16' <br />CONTINUOUS <br />187, <br />- <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />IF <br />- <br />s #5 IN CURB <br />VARIES <br />24" <br />24" <br />s <br />s <br />(')T- <br />ml <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407-77443078 <br />FAX 407-7744078 <br />www.ebdeslgngroup.cam <br />l AA N: 0003325 <br />y <br />� <br />tzp <br />J <br />yqj <br />y <br />o <br />id <br />aD <br />ip <br />o <br />EL <br />8unDIV. AC LOT: <br />ABBOTT <br />PARK <br />LOT #10 <br />BLK #8 <br />PROJECT <br />04181.00 -10081 <br />i[ODEL• <br />4EBB <br />1828- CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />