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SLAB <br />• TE-1 J TE-1 _ — _ — <br />F2-24X24 F2-24X24 r fM-18318 1 J' 3 <br />1.1 <br />I <br />_ I <br />LM a 4" CONC, <br />N SLAB <br />1.1 -31/2:�, <br />i ao <br />' <br />o <br />Ili �I <br />(— — — FM- 6718 <br />7'-0" 4'4" 9-2" 3'-10" / 4" PVC LL I <br />, <br />4�CHASE <br />v <br />y <br />i� <br />�i <br />1.1 io <br />i <br />TOP OF 3'-3" <br />I -$ <br />SLAB /�� TE-1 <br />31/2 <br />1" PVC CHASE <br />FOR i <br />ELEC. 0 TE-1 7 <br />I I <br />ISLAND / 12 <br />r I <br />I/ <br />b' <br />•I <br />I <br />4 <br />' <br />m <br />I <br />TE-1 I <br />r- <br />EXTEND <br />— <br />- -) <br />I SLAB, 1/2" <br />6 <br />I <br />"2'-8" <br />5-4-'-10" 5'" 1., V 8" <br />I <br />FI-3 1/2"* <br />u> <br />I EXTEND <br />I <br />FM-16X18 SLAB 1 1/2" <br />I <br />N <br />CONC. w <br />g <br />I4 <br />SLAB a tY <br />4_g I <br />`•Q <br />I -31/2 Nal iv Sq <br />I <br />1.i N <br />I <br />td <br />xl 1 � <br />I <br />�I TE, IU <br />LL <br />12 <br />I. <br />-51/2"$ <br />I <br />1'1 fM-16X18 — — FMC-16X18 <br />FM-i6X18 <br />FMC-16Xl8 <br />Nj <br />0 <br />— — <br />— — — — — <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 +-V-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE VIATH 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 NTH 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 />i 1.01NDICATES #5 BAR, OWDICATES #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 =361, 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 />16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,0D0 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-W O/C MAX. SEE PLAN FOR WAN SIZE, <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />® 8'x8' MASONRY COLUMN <br />W/ (2) 5'6 ARE <br />DESIGNED TO BE <br />MACEO IN CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN W/ 5 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W I AIW1.4 OVER <br />GENERAL <br />31/2" <br />6MIL VAPOR <br />COMPACTEDFILL <br />BARRIER <br />FOOTING SCHEDULE <br />RNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" <br />LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF, <br />T.O.F. <br />SHORT <br />LONG <br />bFMC-l6xl8 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5'S <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) 's <br />#S INCURB <br />VARIES <br />24" <br />24" <br />12' <br />8" <br />SEE PLAN <br />11(1) <br />'s <br />#51N CURB <br />30' <br />30' <br />12' <br />(3)#5'S <br />s <br />F142X42 <br />42' <br />42' <br />12" <br />(3) #5'S <br />(3) #5s <br />F2-24X24 <br />I 24" <br />24" <br />12" <br />(2) #5'S <br />A R C N I T R C T 8 <br />Grougn <br />1. <br />41 N. RONALD REAGAN SL\ <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407.7744078 <br />www.abdesigngroup.00m <br />AA #: 0003326 _ <br />44 <br />BVHDIv & Lo <br />SILVERADO <br />LOT #11 <br />BLK #15 <br />PROJECT*, <br />03719.001-11151 <br />MODEL <br />"2045-LANTANA" <br />GARAGE 8ND9G: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH <br />8CALE: 1/4"=1'-0" <br />FOUNDATION PLAN <br />SCALE: 114" = V-0" <br />si <br />