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40'-0" <br />0'- " <br />r� TOP OF <br />SLAB <br />Y <br />( F2-24X24 F2-24X24 {� FM-16X18 1 Sri oil <br />Y!r <br />4" CONC. ii <br />ILL <br />y, SLAB �r <br />�i <br />1 I ii/ <br />1.1 -3 1/2$ <br />,! <br />r <br />I it mI <br />o <br />r---FM-BX18—. ------- it it <br />fO <br />T-0" 4'-4" 9'-2" 4" PVC I <br />e <br />;/�/r CHASE <br />r! <br />I I <br />c <br />I <br />rr <br />1 o ii <br />1.1 is ! , <br />!r <br />I <br />,r <br />,r <br />i <br />TOP OF ire 3'-3" <br />SLAB f�� TE-1 <br />2 <br />U ? <br />Y r! <br />O a <br />M i fr w <br />o <br />R'i <br />! I 3 1/2 u, <br />fl , <br />I X II 1" PVC CHASE i i L <br />`O —I <br />FOR ELEC. Q �lrr 7,-1 <br />I <br />ISLAND 12 <br />j <br />r <br /><V <br />r !!! <br />i I <br />Q <br />rc <br />fill I <br />p <br />c <br />! � <br />9•-01. r' <br />r� <br />r! <br />r! <br />r <br />b; <br />.I <br />I <br />4 <br />EXTEND r <br />�r <br />I SLAB 1 1/2" <br />R <br />FI iv <br />TE- J <br />— — TE_1J " <br />8 <br />I "2•4" L 4'-10" <br />IL4w <br />5'4" <br />I <br />I <br />• I FI-3 1/2' <br />I <br />;o <br />I <br />EXTEND <br />�I <br />N <br />I FM-16X18 SLAB 1 1/2" <br />� I <br />N <br />I CONC. w E <br />, <br />14SLAB <br />awl <br />I <br />a) 4,_6„ <br />I -3 112 y iv ip <br />Lu <br />o <br />a <br />N <br />1.1 <br />X 2I1.1 <br />I <br />TEA I U <br />ILL <br />' <br />I <br />-5 1/2"$ <br />FM-16X18 — — J I FMC-16X18 FM-16X18 <br />FMC-16X18 <br />_ — _ <br />8'-8" I, 4'-4" <br />2W' <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +44", 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 112" 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.CIINDICATES #5 BAR, EIINDICATES #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 900 <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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602.16, USING: Prn = 2,000 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 i OF SLAB SUPPORTED <br />X-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />DOWEL LEGEND <br />® S'xS' MASONRY COLUMN <br />W7 (2) sS'S ARE <br />DESIGNED TO BE <br />MACED N CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN t1V 05 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4xW 1.4 OVER <br />GENERAL <br />31/2" <br />6MIL 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 />BOTTOMREINR <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16x16 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />- <br />(+)0'-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />O s <br />s <br />TEA <br />8" <br />SEE PLAN <br />8" <br />-77ffs <br />#51N CURB <br />F1.30X30 <br />30" <br />30" <br />12' <br />(3)#5'S <br />s <br />Fi-42X42 <br />42" <br />1.. <br />12" <br />(3)#VS <br />F2-24X24 <br />24" <br />24" <br />12" <br />(2) #5'S <br /># s <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />A R C N I T I C T I <br />GrDm 'pn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003328 <br />N <br />a <br />F <br />OU13DIV. de WTI <br />SILVERADO <br />LOT: 19 <br />BLK: 14 <br />PROJECT* <br />03719.000-19141 <br />MODEU <br />"2045-LANTANA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />L50 MPH E <br />