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28'-8" <br />'4" <br />9'-8" <br />91-6" <br />15'-10" <br />3'-4" <br />36'-2" <br />3'-6" <br />TOP OFOF <br />" <br />SLAB <br />FM-12X12 — r — — — 1 <br />— <br />— — — FM-12X18— — — — ---i <br />m <br />w <br />4" CONIC. R <br />w SLAB <br />I <br />i <br />1 <br />o. *3112" P-0" LF-24X24 <br />11 <br />/ <br />r 1 <br />FM-12X,8 EXTEND <br />1.1 <br />SLAB 1 112' <br />4" PVC <br />CHASE�I <br />l; <br />li <br />i� <br />j <br />0 <br />I <br />TOP OF <br />SLAB <br />l� <br />i� <br />1, <br />IN <br />�/ <br />LL <br />/� <br />Ij <br />l; <br />I <br />,l <br />l� <br />/ <br />i <br />JI <br />19'-0" <br />5'-0" <br />1, <br />1 <br />b/ <br />11 <br />b <br />— <br />I <br />I <br /><V <br />I <br />. <br />I <br />I <br />�s yr <br />i <br />5 <br />I <br />1.1 <br />I <br />�I <br />OI <br />$ <br />LL-EXTEI . <br />1 <br />4 CONC. <br />SLAB101/2" <br />2 <br />� � FM-12X18 <br />SLAB w — <br />I <br />• I <br />I $-3 1/2" a� <br />34 <br />Is <br />--1 b <br />LL 2 <br />�-7 1 /2" <br />1 <br />1 <br />m <br />1.1 <br />L <br />,1 <br />FW12—X18 — — _ J <br />— — <br />0 <br />C-12X18 <br />-- <br />FM-12X18 <br />— — — — — <br />FMC-12X18 <br />— — <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" X-10" <br />2'-8" <br />16'-0" <br />2-8" <br />21'4" <br />14'-0" 4'4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-17 <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 +-0'-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'- SEE SURVEY PLOT FOR NAVD. <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 />11.01NDICATES #5 BAR, EIINDICATES #6 BAR,NNDICATES #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.530-131ASCE 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 />2,000 PSI, TYPE "M" ORS' 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 WWM 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 />I REINF, <br />I REMARKS <br />6x6 W1..I.40VER <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 />LONG <br />TEA <br />6' <br />- <br />s <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />5s <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />2)#5's <br />(+)O'-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />8" <br />s <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />s <br />51N CURB <br />VARIES <br />24" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />h <br />a <br />a <br />EL78DIV. to L01% <br />ABBOTT PARK <br />LOT #15 <br />BLK #8 <br />PROJECTill <br />04181.000-15081 <br />MODELa <br />4EBB <br />"1828-CALI" <br />GARAGE BMWO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />0 <br />VIRINT <br />ArE: 10/12, <br />9CAUC: 1/4"=1'-0" <br />8HEET <br />s1 <br />