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39'-8" <br />28,-8" <br />'-4" <br />9'-8" <br />9'-8" <br />15'-10" <br />3'4" <br />36'-2" <br />X-6" <br />'4 <br />SLAB <br />— <br />— FM-12X12 — I — — — 1 <br />— <br />— — — FM-12X18— <br />I <br />S' 4" CONC. <br />w SLAB <br />r <br />ILL <br />J 6- + 3 1/2 1 -0• LF-24X24 <br />r r' <br />l <br />10'-0" 10 <br />/ <br />r 1 <br />FM-12X18 END <br />1 1.1 <br />SLAB 1 1/2" <br />4" PVC <br />CHASE��II <br />�r <br />I <br />/ <br />'�r <br />r� <br />r, <br />/r <br />I <br />4_ <br />TOPO F <br />SLAB <br />r <br />I . <br />r, <br />r <br />/j <br />LL <br />i/ <br />r <br />'r <br />m <br />�f <br />IIj <br />1 <br />N <br />`7' <br />1 LL <br />�� <br />I <br />�r <br />I <br />r, <br />'r <br />1/r <br />1 <br />6/ <br />1.1 <br />0 — <br />— <br />— — TE1 _ <br />_ _ _ - <br />I <br />N I <br />,I <br />1 <br />I-51/2 <br />17,-8" <br />5 3'-0" ' <br />I <br />I <br />IEXTEND <br />I <br />1 <br />CONC. ? r1 <br />SLAB 1 1/2" <br />2 <br />1.1 <br />14 � FM-12X18 <br />SLAB <br />0, al r. <br />1.031/2 1 <br />u----A op LLI 3'4 <br />`gt <br />1u <br />I <br />2 <br />-71/2 <br />1.1 <br />L <br />1. <br />FM-12X18 _ J <br />0 <br />FMC-12X18 v <br />FM-12X18 <br />FMG12X18 <br />4 <br />4 <br />1. <br />1.1 <br />10'-2" X-10" <br />2'-8" <br />16'-0" <br />7-8" <br />21'4" <br />14'-0" 4'4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />Mu <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 />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 />11.0INDICATED #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: F'm = <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 />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 />6x6 W1..1.4 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 SARS 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 />TE- <br />8" <br />1 <br />- <br />s <br />(+ -0" <br />FM-12xl2 <br />12" <br />CONTINUOUS <br />12" <br />'s <br />+ <br />FM-12xl8 <br />12" <br />CONTINUOUS <br />16, <br />(2)#6s <br />(+)U ' <br />FM-16xl8 <br />16" <br />CONTINUOUS <br />1S" <br />- <br />s <br />+ "-0" <br />FMC-1718 <br />12" <br />CONTINUOUS <br />1 ' <br />---TIT <br />s <br />#5 IN CURB <br />VARIES <br />24" <br />s <br />a <br />00"4" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />c <br />M <br />O <br />avnalV. ae "T" <br />ABBOTT PARK <br />LOT #33 <br />BLK #9 <br />PROJECT# <br />04181.000-33091 <br />MOaEIe <br />4EBB <br />"1828-CALI" <br />OARAOE aVRP70: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH <br />aCA=: 1/4"=1'— 0" <br />a S1 <br />