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28'-W <br />3'4" <br />36-7 <br />33'.4r <br />I4 <br />TY Op OF <br />SLAB <br />• — <br />—FM-12X12 — — <br />— — <br />, — <br />— — — FM-12X18— <br />ro <br />,f <br />F 4" CONC. <br />SLAB <br />/ <br />a <br />LF-24X2410 <br />f <br />+3 112 1,-0" <br />l/ <br />r , <br />FM-12X10 EXTEND <br />1 <br />SLAB 1 112" <br />4" PVC <br />CHASE J <br />/f <br />iJ <br />i� <br />I <br />TsO� <br />I' <br />SLAB <br />�/ <br />LL <br />i� <br />I <br />191-0" <br />5'-0" <br />4i 151-W <br />b/ <br />_ <br />TEA <br />71 <br />•1 <br />I <br />� I <br />1 <br />1 <br />-51n <br />e <br />17'$ <br />5 3,-0" <br />I <br />I <br />1 <br />wI <br />m <br />m <br />�I <br />1 <br />LLI• <br />.I <br />-EXTE11D <br />r---- <br />,' <br />SLAB 1/7 <br />2 <br />4" CONC. �( "' FM-12X18 <br />1• <br />I <br />SLAB <br />, �r..— <br />o <br />`Va 1n N a( 2 1 <br />3,4"ol <br />I <br />b <br />LL 2 <br />71n <br />I <br />L <br />FMAX18 — J <br />MCA2X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />10'-2" 3'-10" <br />2'4r <br />2'-8" <br />21'4" <br />14'-0" 4'4" <br />39'-W <br />FOUNDATION PLAN <br />SCALE: 114" = l'-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 <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 />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />l l.ONDICATED #5 BAR, BNDICATES #6 BAR, BIDICATES #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,OOCPSF. 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" OR"S" MORTAR, ASTM C476 GROUT (3000 PSIZ UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-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, 6Ib EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />64 W1.4xW1.4 OVER <br />GENERAL <br />3 1/7 <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, <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10" <br />- <br />8 <br />FM-12c12 <br />12" <br />CONTINUOUS <br />12, <br />- <br />(2)We <br />FM-12c18 <br />12" <br />CONTINUOUS <br />18' <br />2) #Vs <br />+ 0'-0" <br />FM-18xl8 <br />18" <br />CONTINUOUS <br />18` <br />We <br />+p-0" <br />FMC-1208 <br />17 <br />CONTINUOUS <br />I <br />- <br />#5 IN CURB <br />VARIES <br />7-2424 <br />24* <br />24" <br />-)0"J4* <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77446078 <br />FAX: 407-7744078 <br />www.abdeaWngroupcom <br />AA N: 0003325 <br />E <br />t <br />g <br />Q <br />1--, <br />OtTmIv. at Lwdo <br />ABBOTT PARK <br />LOT #5 <br />BLK. #8 <br />PROJWT <br />4 —05082 <br />4EBB <br />1t1828—CALL" <br />GAPAaa OWING: <br />RIGHT <br />PAOL': <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />