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n <br />39'-B" <br />28'-8" <br />3'4" 16-10" W-6" <br />9'-8" ,4" <br />Y-6" <br />36'-2" <br />F <br />SLAB <br />LE <br />- 1 - - - - FM-12X12 <br />--- <br />� - - - - - FM-12X18 - <br />4" CONC. <br />LLI SLAB <br />$�1 <br />F-24X24*31/2 J a <br />r <br />_ 101-0" <br />10 <br />1.1 <br />` <br />— <br />EXTEND FM-12X18 <br />v�, /'4" PVC <br />SLAB 1 1/2" 111 I <br />;'• / CHASE <br />�-C <br />I <br />T <br />TOPOF <br />SLAB <br />1� <br />\` <br />I <br />151-8" 5'-0" <br />19'-0" <br />TE•1 <br />•1 <br />• 4-5 112 <br />1 1 <br />4' <br />1T-1" <br />2'-8" <br />T-0" 5 <br />I <br />I <br />2 <br />I� <br />IN <br />I <br />EXTEND - <br />I 2 <br />1.1 <br />SLAB 11/2" <br />1 -- <br />4" CONC <br />m <br />FM•12X18 m <br />.� I$ Ix w SLAB 1 <br />3,•4. I (y 0• 4-31/2 <br />-7 1/2I <br />2 LL <br />b <br />1.1 <br />FMG12X18 FM-12X18 <br />FMC-1 18 <br />L 1.1 FM-12X18 1' J <br />0 <br />4 4 <br />1.1 1.1 <br />P'-8" <br />2'-8. <br />4'4' <br />Y-10" <br />10'-2" <br />21'4" <br />14'-0" <br />39'-B" <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 <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 V2"-FELT PAPER ATTHE-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.OINDICATED #5 BAR, GINDICATES #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: 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 i 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF, <br />REMARKS <br />Bx6 W1.4zW1,4 OVER <br />GENERAL <br />31/2" <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 />LONG <br />LAN <br />--77W <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />(+0'-0" <br />FM-16z18 <br />18' <br />CONTINUOUS <br />18" <br />Ps <br />+ "-w <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />IF <br />- <br />s <br />#51N U B <br />VARIES <br />4" <br />s <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH:407-774,6078 <br />FAX 407-7744078 <br />wwwAbdosigngroup.com <br />#-.0003328 .. <br />I <br />rr <br />1 <br />� <br />7 <br />A <br />b <br />b <br />aLJHDIV. 89 LIS . <br />ABBOTT PARK <br />LOT #14 <br />BLK #7 <br />PROJECT* <br />04181.000-14071 <br />MODEIA <br />4EBB <br />"1828-CALI" <br />awRwaE a�ta: <br />LEFT <br />PAt3E: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />