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MO <br />4" CONC. <br />SLAB <br />'�0 0 <br />TOP OF <br />inn SLAB <br />3 $" 4' <br />F <br />TE-1 <br />4" CONC. <br />SLAB <br />w <br />lul <br />~ <br />4w4� <br />o i *3 1/2 <br />N <br />~ <br />r <br />— — — <br />— — — — — <br />— <br />FM-12X78 <br />— — — <br />— — <br />— — — <br />' <br />EXTEND <br />I <br />1.1 <br />SLAB 1 1/2" <br />13'-4" <br />2'-0" <br />6'-2" <br />I <br />�I <br />I <br />I <br />I +'+ <br />im <br />I °p <br />0 <br />m <br />X <br />ry <br />I� <br />•I <br />b <br />N <br />TOP OF <br />SLAB <br />w I <br />I <br />I. <br />I <br />I <br />I <br />I <br />2 V-0" <br />I <br />I <br />4" PVC <br />I <br />CHASE �� <br />20'4" bi <br />19'4" <br />I <br />• L TE-1 <br />— - <br />- — <br />— <br />— — - <br />I <br />x <br />5 1/2 <br />EXTEND <br />• <br />I <br />SLAB 1 1/2" <br />3'-0" 5 <br />I <br />2 <br />w <br />EXTEND— <br />,, <br />SLAB 1 1l2" <br />FM-12X18 <br />4" CONC <br />�a w SLAB <br />I , <br />4" 3-4-4-IN <br />;Na *3 1/2 <br />1/2 <br />&;MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />FM-12X18 <br />— — <br />— — — — <br />— <br />4 <br />F M -12 X 12 <br />— <br />— — — — <br />4 <br />[A4'-0-' <br />16.4.�-2 <br />'r1" 4'-6" <br />8'-10" <br />19'-8" <br />6'-8" <br />13'-4" <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 +-O'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION �0'-0", SEE SURVEY PLOT FOR NOVO. <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 />11.13INDICATED #5 BAR, GINDICATES 06 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 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: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (30DO PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER I OF SLAB SUPPORTED <br />T-W O/C MAX. SEE PLAN FOR VWNM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W1.4xW"I OVER <br />GENERAL <br />312' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIOE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK I <br />WIDTH <br />LENGTH <br />I THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12X18 <br />17, <br />CONTINUOUS <br />is, <br />- <br />(2)06s <br />FMC-12%18 <br />17' <br />CONTINUOUS <br />1B' <br />- <br />() '6 <br />- <br />VARIES <br />FM-12k12 <br />12' <br />CONTINUOUS <br />12, <br />- <br />s <br />- <br />(-)0'-4" <br />TE-1 <br />8" <br />- <br />• <br />#6 IN CURB <br />I 00'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6076 <br />FAX: 407-774-40 S8 <br />www.abdesigngroup.com <br />AA #: 000332. <br />sUHDIV. Ae LOT" <br />SILVERADO <br />LOT #56 <br />BLK #6 <br />PROJECT <br />04128.001-56061 <br />MODEL.• <br />4ENB <br />"1751- NEUVILLE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />L AR NO W723 i <br />D TM: 01/17/19 <br />SCALE: 1/4"=1'-0" <br />NOW <br />