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28'-8" <br />X-C <br />16-10" <br />9'-6" <br />9'-8" <br />'4" <br />— <br />1 <br />— — — — — — — — <br />FM-12X12 <br />— — — — — — — — <br />FM-12X18 <br />4 4" CONC. <br />SLAB wad <br />I <br />`x�f`I <br />II <br />I <br />F-24X24J 3 112 J a <br />r , -0• � <br />LL <br />I <br />10 101-W <br />— — <br />EXTEND FM-12X18 1 <br />I <br />SLAB 1 1/2' <br />I <br />I <br />1.7 <br />I <br />ti0� <br />SLAB <br />ILL <br />I <br />I <br />I <br />�I <br />I <br />�I <br />II <br />�I <br />I <br />I� <br />I <br />19'-0" <br />I <br />I <br />4" PVC <br />CHASE <br />I <br />L — <br />— — <br />TE•1 <br />— <br />� <br />1.1 <br />=v <br />I <br />* 5 1/2 <br />4' <br />I <br />I <br />17 8" <br />2 <br />8" <br />I <br />3'-0" 5 <br />I <br />N <br />I <br />EXTEND - <br />I. <br />I 2 <br />1• <br />SLAB 1 1/2' <br />4" CONC. <br />m <br />FM-12X18 �2 IW ri <br />SLAB <br />ly a 31/2 I <br />3-4" ILL--J <br />*71/2I <br />2 LL <br />C <br />I <br />T <br />1.1 <br />1 1 <br />MC-12X18 <br />------- <br />FM-12X18 v <br />FMG12X18 <br />- <br />L 1.1 — FM-1 1.1 J <br />---- <br />0 <br />4 <br />a <br />1.1 <br />1.1 <br />2'-8" <br />18'-0" <br />2'-8" <br />4'4" <br />3'-10" <br />10'-2" <br />21'-4" <br />14'-W <br />39'-8" <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 -4-W. <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 />6. 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 BARANDICATES #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 C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j 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, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W 1..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 I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-1202 <br />12" CONTINUOUS <br />12" <br />- <br />() <br />FM-12x18 <br />12" CONTINUOUS <br />18" <br />(5#5's <br />FM-18x18 <br />16" CONTINUOUS <br />1 <br />a <br />FMG12x18 <br />12" CONTINUOUS <br />1 <br />- <br />s <br />VARIES <br />x <br />24" <br />(• "-4" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH:407-7746078 <br />FAX: 407-774.4078 <br />wwwabdesipgroup.com <br />AA #: 0003325 <br />b <br />yy <br />4 <br />iTo <br />SUBDIV. ae LOT <br />SILVERADO <br />LOT #13 <br />BLK. #19 <br />1pinon=T# <br />04128.002-13191 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE BWINO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />15 <br />i 8QALE: 1/4"=1'-0" 1 <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />si <br />