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FEXTEND <br />SLAB 1 1/2" <br />Y <br />Y <br />3 FM-12X18 <br />FM-12X12 <br />4" CONC. <br />i51 SLAB N I <br />LL m o. a +-0 112 <br />m <br />I <br />' <br />2'-6'F-24X24 9'-6" <br />D <br />I <br />----- — <br />FM-12X18 <br />1 <br />I <br />I <br />I <br />I <br />I � <br />I. <br />m <br />TOP OF <br />'? <br />1" PVC CHASE <br />cxS• FOR ELEC. @ <br />ISLAND I <br />SLAB I <br />°D <br />LL 1 <br />I <br />Y <br />I ,o <br />m <br />� <br />I <br />' <br />1.1 <br />' <br />4"PVC EXTEND <br />CHASE = <br />SLAB 11 <br />L TE-1 <br />— — -'= <br />4" CONC. <br />5 1/2 <br />SLAB <br />i <br />I <br />g <br />' 5 <br />I <br />U <br />70 0,-0. <br />2'-4' 1A <br />4" <br />I <br />O d <br />TOP OF <br />17'-8" <br />Z-8" <br />18'-0" <br />Y <br />SLAB <br />r M <br />I� <br />I <br />I' <br />I <br />IU <br />I <br />Ig W <br />Ith <br />1 <br />2 O EXTEND- <br />11f2" <br />--I <br />ui SLAB <br />FM-12X,8 <br />io <br />v <br />I m <br />--- <br />4sCiAONBC <br />I �I <br />6" <br />3,," 6" I Io a I I <br />LL <br />I 31/2 1 <br />*_ <br />.4,771/2 <br />FMC-12X18 FMC-12X18 <br />FM-12X18 <br />FM_12X18 <br />— — — — — — <br />2M-12X12 — — <br />L1 1 <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 +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 ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.GINDICATED #5 BAR, GINDICATES #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 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 />V-17 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, 6,h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4xWI A 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 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 />I LONG <br />FM-1208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#68 <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />6 <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />- <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#Ve <br />(-)0'-4" <br />TE-1 <br />8" <br />SEE LAN <br />8" <br />- <br />s <br />- '-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-774.6 78 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />j <br />iJ <br />4 <br />atMD:v de LOT <br />SILVERADO <br />LOT #8 <br />BIX #17 <br />PROJI.CTlIp <br />04128,002-08171 <br />UCDEia <br />4EAB <br />"1672- ARIA" <br />GARAGE awlNC: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DAATZ 12/03/19 <br />aCALE: 1/4"=1'-0" <br />alarmT <br />sl <br />