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L.Tol ,Li7_�liLsPVLol&*? <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />312" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN <br />SCHEDULE <br />FOUNDATION WITH 30" 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 />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />(_)0'-4" <br />TE-2 <br />12" <br />SEE PLAN <br />10, <br />- <br />s <br />FM-12x18 <br />1T <br />CONTINUOUS <br />18" <br />- <br />s <br />(+)O"-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Fs <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12" <br />(2)#5's <br />(2)#Fs <br />(-)0'A" <br />70'-0" <br />- <br />' FM-12X18 <br />FM-12X18 <br />y <br />_ _ _ <br />^ _ _ _ _ _ _ _ — _ _ FM-12X18 _ _ — _ _ _ _ _ _ _ — _ <br />_ _ <br />— _ — _ �� <br />m <br />ml <br />----- <br />�— LOPyS�E 1 8"_� <br />o <br />I <br />n <br />EXTEND 31/2' x <br />SLAB 1 tY2" XI <br />lv <br />m <br />4" CONC. SLAB <br />1 <br />I <br />I <br />�L <br />T <br />31/2" <br />� <br />ILL <br />"� <br />LL <br />SLAB --I <br />O <br />`- <br />X <br />FM-12X18 <br />o <br />a <br />� <br />4a-1o" <br />' <br />1z'ao• <br />a <br />M <br />LL I <br />4" CONC. <br />SLAB N <br />TE2 <br />3 <br />SLOPE 1/8" o 0� —0 �- <br />F <br />-FF1C�rlk1�— <br />PI SLAB <br />I $-5 tl2" <br />4 <br />— 4" PVC CHASE <br />FM-12X18 <br />' <br />N <br />1.1 SLOE 2") <br />1 1A <br />�I <br />NI <br />o <br />�I 20 -8" LL <br />4 <br />Y <br />Y <br />I <br />I <br />+ 7 1/2" <br />SIW <br />1A q <br />2 <br />I <br />v ioFT <br />FM-12X18 <br />J <br />FMG-12X18 _ _ <br />m <br />Ol <br />u- ll-F'�4 <br />4" CONC.J <br />SLAB TYP <br />FOUNDATION PLAN <br />SCALE: 1/4 = 1'-0" <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 +-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 />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/T 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.OINDICATES #5 BAR, OINDICATES #6 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 XVS 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 402/602-16, 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 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 />3'-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 />d N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />PAX: 407-7744078 <br />wwwAbdosigngroup.com <br />AA #: 0003325 <br />Q <br />h <br />u <br />4 <br />Ci <br />O <br />e <br />C <br />9 <br />SVHDIV. Ae L07 <br />ABBOTT PARK <br />LOT #4 <br />BLK- #11 <br />PROJECT# <br />04181.000-04111 <br />MODEM: <br />3EAB <br />"1504— ALLEX" <br />GARAGE 81IIT7G: <br />LEFT <br />PAGE <br />FOUNDATION <br />PLAN <br />160 EXP <br />Ed 0 4 1 <br />SCALE 1/4"=1'-0" <br />HIiEE1• <br />s1 <br />