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39'-8" <br />281-8" <br />3'4" 15'-10" 9'-6" <br />9'-8" '-4" <br />FM-12X12 <br />I — — — — — — FM-12X18 <br />• <br />11 <br />I <br />§I 4" CONC. °^ N I <br />SLAB Nxi <br />w <br />F-24X24� J a <br />1,-0"-3 12 <br />I <br />1,4 <br />1.1 <br />EXTEND FM-t2X1B 1 <br />SLAB 1 12" 1.1 <br />I <br />11t <br />I <br />€' <br />9 <br />SLAB <br />I� <br />I <br />I <br />I <br />I <br />•I <br />I <br />�I <br />LLI <br />I• <br />I <br />-0" <br />4" PVC <br />CHASE <br />L TE-1 <br />— — — — <br />*-5 112 <br />tr-B" <br />Y-B" <br />I <br />IL• <br />EXTEND <br />1 <br />2 <br />SLAB 1 1/2' <br />1.1 -- <br />1.1 <br />FM-12X18 I� ri 4" CONC <br />-1 l0 w SLAB I I <br />l a $_31 J <br />LLI <br />712 <br />q <br />b <br />1.1 <br />'7 1 1 <br />FMC-12X18 FM-12X18 <br />FMC-12X18 <br />L 1.1 FM-12X18 1.1 J <br />4 4 <br />.1 .1 <br />2'-8" <br />16'-0" <br />2'-8" <br />4'1" <br />T-10" <br />10'-2" <br />21'4" <br />14'-W <br />39'-B" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 -0'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE, <br />4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NGVD. <br />S. 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 />11.13INDICATED #.5 BAR, MINDICATES #6 BAR,■NDICATES #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 8) 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 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 W 1.4XW 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 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 />7E-1 <br />8' <br />- <br />e <br />+ "-0" <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />( s <br />+ 0"-0" <br />FM-12X18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />O #68 <br />No'-o' <br />7716X18 <br />16" <br />CONTINUOUS <br />1 <br />- <br />a <br />+ 0"-U" <br />FMC-12z <br />12" <br />CONTINUOUS <br />1 " <br />- <br />e <br />VARIES <br />- <br />24" <br />1441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />94 <br />A <br />8S <br />4a <br />40 <br />stmDIV. ae LOT <br />SILVERADO <br />LOT 18 <br />BLK 18 <br />[Pnoir.cTp <br />04128,002 18181 <br />>1coaEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />ROOM a MMC AMA <br />AR NO l93M <br />DATIC. 03/05/20 <br />BcALE: 1/4"=1'-0" <br />814 CZT <br />si <br />