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EXTEND <br />SLAB 1 1/2" <br />i <br />a <br />"v <br />r---- <br />FM-12X12 � <br />- <br />� <br />--ZIS------- <br />FM-12X18 3 <br />4" CONC. <br />IN SLAB <br />N <br />LL <br />m <br />A.-3 1/2 W io <br />Y <br />y a <br />F-24X24 <br />I. <br />10 <br />rIL-- --- <br />FM 12X18 <br />i <br />I <br />I <br />I <br />I <br />I <br />I. <br />I <br />.o <br />TOP OF <br />4 <br />1O <br />I SLAB <br />1" PVC CHASE <br />I FOR ELEC. N <br />i ISLAND <br />1 LL <br />I <br />. <br />(� <br />X <br />(� <br />ILL <br />I <br />c? <br />v <br />I <br />2z <br />i <br />I <br />q <br />I <br />TEND 4"PVC <br />1 1/2" CHASE <br />SLAB <br />----- TE1—�,^---J. <br />4" CONC. <br />5 l/2 <br />SLAB <br />I <br />SLAB <br />M <br />I <br />i <br />l <br />3'-0. <br />1 <br />�I <br />x <br />I <br />LL <br />1, <br />END <br />O 2 <br />FM-12X18 <br />SLAB 1 tl2" <br />fn <br />,., <br />I CONC. <br />I <br />I SLAB O al ' I 6" 3'-4" <br />*-31/2 y <br />LLI <br />ILL 2 <br />FM <br />12X18 FMC-12X18 <br />+ 7 tM <br />1 <br />L_ FM-12X18 1.1— J <br />4 <br />•i <br />4 <br />1. <br />FM-12X18 <br />FM-1-12 <br />_ — — — _ _ <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-O'-W, 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 />WINDOWODOOR 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 IOINDICATED #5 BAR, 13INDICATES #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", 06 =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: 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 } OF SLAB SUPPORTED <br />X-O" O/C MAX. SEE PLAN FOR VWVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS I <br />REINF. I <br />EE6x6 <br />Wl AlW1.4 OVERGENERAL <br />3 12" <br />6 MIL VAPOR <br />COFILL <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-12z18 <br />17 <br />CONTINUOUS <br />1&, <br />- <br />(2)We <br />FM012x18 <br />17, <br />CONTINUOUS <br />19, <br />- <br />(2) § <br />- <br />VARIES <br />F-2424 <br />24" <br />24" <br />17' <br />(2) 's <br />(2)#5's <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12, <br />- <br />(2) #5's <br />- <br />(-p'-0" <br />TE-1 <br />8' <br />SEE PLAN <br />8" <br />- <br />1) <br />1_1-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-e078 <br />FAX: 407-7744078 <br />wwwzbdesigngrouµcom <br />L AA #: 0003325 <br />12 <br />A <br />¢ <br />pa <br />4 <br />� <br />• <br />a <br />y <br />� <br />� <br />_4 <br />3 <br />• <br />W <br />WW <br />c <br />,FJ <br />�Sy <br />stmDIV. Aa LOT, <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />PROJECT* <br />04128.002 08191 <br />moDEI: <br />4EAB <br />"1672-ARIA" <br />GARAGE SIWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />