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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Sx6 WIAXW1.4 OVER <br />GENERAL <br />3 1/Z' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3W LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />RT <br />LONGTE-1 <br />8"SEE <br />PLAN <br />S' <br />sTE-2 <br />12' <br />SEE PLAN <br />lal <br />sFM-12x18 <br />12" <br />CONTINUOUS <br />18' <br />:(2) <br />(2) 'sFMC-12x18 <br />12' <br />CONTINUOUS <br />18" <br />(2)$Ws <br />VARIES <br />Ft-24x24 <br />24' <br />24" <br />12' <br />#5's <br />(2) #5's <br />T <br />AJNFM-12Xl8 <br />FM-12Xi8 <br />q <br />(— — _ _ _ _ _ _ _ — _ FM-12X18 _ _ _ _ _ — — _ — _ — _ <br />— — <br />— _ _ _ _ — <br />- <br />(_ —jSLOP I <br />Y <br />c <br />I <br />EXTEND ") 31/4" X <br />SLAB 1 1!2" °DI D I <br />q <br />"I <br />) PER FT. <br />io <br />I31/2" <br />mX <br />I( V <br />0'a <br />BP �L <br />FM-12X18 7 <br />42 SLAM <br />o <br />_-----JSLA <br />l <br />c <br />N <br />44'-10" <br />12'-10" <br />� <br />4" CONC. I <br />9 N <br />SLAB v <br />TE 2 — — J <br />SLOPE 1/8" o ,� .�� <br />TOPOF <br />'�C�i''2Xfff <br />°4 <br />1.1 <br />I��" <br />i m SLAB <br />i <br />-51!2" <br />v <br />4 <br />g _ <br />W <br />4" PVC CHASE <br />1.1 SLOPE 2" ao I <br />1 1A <br />XI <br />1.1 1.1 Sq <br />' <br />o, <br />NI <br />of <br />N <br />"' <br />oQ <br />O <br />49'•4" <br />~ <br />20'-8" <br />9 <br />Y <br />I <br />I <br />m <br />B+ <br />to <br />I <br />-7 1/2^ <br />4 I <br />I <br />I <br />SIM. <br />I <br />I <br />I <br />3-6" <br />Z+ <br />^' <br />1.1 <br />v <br />" <br />FM-12Xi8 <br />J <br />FM2-12X18 _ <br />vTOP <br />SLAB F <br />4" CONC.—/ I 7'-4" O.C. MAX <br />SLAB TYP. U.N.O. <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+-04% <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 1/2" FELT PAPER AT THE JOINT, <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. 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 />11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 />3(Y, 06 =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 05'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 402/602-18, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/802-16, 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'-X 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, 7th EDITION <br />kAM <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.00m <br />AA #: 0003325 <br />04 <br />i <br />b <br />aysaiv. aI: LOT: <br />ABBOTT PARK <br />LOT# 19 <br />BLK. 11 <br />PROJECT* <br />04181.000-19111 <br />MODEL: <br />3EAB <br />"1504— ALLEX" <br />GARAGE S�RNO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH FV. C <br />WhA D A ABCUCHACRA <br />L AR NO 93723 j <br />DAB 05/24/21 <br />SCALE: 1/4"=1'-0" <br />mHEET <br />sl <br />