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FOUNDATION NOTES <br />29'-8" <br />2'-1" 10'-0" 17'.7" <br />TEA <br />28'-2" 3'-8" <br />4" CONC. <br />0'-0" <br />4 <br />SLAB <br />TOP OF <br />do <br />w� IW <br />SLAB <br />f I p ¢ I� <br />J <br />N <br />r,9— <br />i4 <br />M <br />EXTEND — <br />FM-18X18 <br />4•-0" <br />SLAB 1 1/2' 13'-0" <br />12'.8" J <br />n <br />`4" PVC CHASE <br />v <br />ad o <br />X <br />N <br />TO <br />I P OFF <br />SLAB <br />LL <br />21'.6" <br />8'4" <br />SIM. ct <br />1 to ;%� H <br />4 <br />rn <br />i <br />O <br />? o <br />1.1 1.1 II <br />N <br />oil 11 N <br />2 60 <br />UP TO 2ND FLOOR n U tD <br />6'-5" (FIELD VERIFY w ii Y <br />4 I <br />R <br />6o <br />EXACT LOCATION) <br />' 9 au <br />q <br />b 1.1 Li N <br />$ <br />L — — — — — — CW-16X12 <br />_u <br />Fv c-16xI �— — — — — — — — ZWxJ24 <br />log <br />7'4. <br />io <br />— — — —23'4" <br />N <br />8 CWC-1BX12 EXTEND I" f4 <br />4 1 SLAB 1 112" <br />51/2 <br />FM--1 X1-8j <br />EXTEND <br />— <br />SLAB 1 1/2" <br />6'1" 14'4" I 3'-7" <br />_Q 3'-5" 1 1'-8' <br />r <br />I <br />4" CONIC. <br />SLAB <br />N <br />� <br />ILL <br />I <br />way <br />�I <br />W <br />a <br />4 <br />SIM. <br />iq p <br />I <br />w <br />a <br />I <br />ur <br />FM-i8X18_ <br />vOJi <br />� <br />LLI <br />4 <br />4 <br />Y <br />1.1 <br />FM-16X1a <br />Im <br />21'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +4-9'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'-0", 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 />8. 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 />11.0INDICATES #5 BAR, OINDICATES 06 BAR,ENDICATES #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 B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/802-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN 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 WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB THICKNESS REINF. REMARKS <br />64 W14xW1.4 OVER <br />3 1/2' 6 MIL VAPOR COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' 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 />FM-1608 <br />16, <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />(+)O'-0" <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />16' <br />- <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />TE-2 <br />17, <br />SEE PLAN <br />la, <br />- <br />() 's <br />(+)0••-0•• <br />F-2424 <br />24'• <br />24' <br />12, <br />O 's <br />( ) 's <br />F2-24x24 <br />24•' <br />24" <br />16, <br />() S <br />( 1#5% <br />_ <br />(_)1"-d' <br />CW116X12 <br />16, <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />- <br />(+)p•-0" <br />CWC-16X12 <br />16, <br />CONTINUOUS <br />12' <br />- <br />(2)#5'8 <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />3d' <br />3d' <br />12' <br />(3jit5's <br />(3)#5's <br />F1-24X24 <br />24" <br />24" <br />1 12' <br />(2)#5's <br />(2)#5'S <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />S <br />ti <br />rr <br />A <br />atrHaiv ae LOT: <br />ABBOTT PARK <br />LOT #36 <br />BLK #12 <br />PROJECT# <br />04181.000-36121 <br />HODEIe <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8117INO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />