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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />616 W 1.4-1.4 OVER <br />GENERAL <br />3 1/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOO <br />PROVIDE CORNER BARS SAME SIZE QUANTITYB RNG S OC of DU LE <br />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 />TE-1 <br />8" <br />SEE PLAN <br />B' <br />- <br />(1 's <br />(_)0'-0" <br />TE-2 <br />12" <br />SEE PLAN <br />10, <br />- <br />O 's <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />FMC-12z18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#6s <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12' <br />(2)#5's <br />(2)#5's <br />a <br />FM-12X18 <br />FM-12X18ril <br />q <br />_ <br />— — — — — — — — — — F M -12 X 18 — — — — — — — — — — — — <br />— — <br />— — — —- <br />m <br />1 o <br />N <br />EXTEND 31/2" <br />SLAB 1 1/2" ml N �- 1 <br />^--- —T g� <br />< <br />m b <br />I7 <br />- i51 E <br />PER FT. <br />`•' <br />`----- <br />31/2" <br />T'Y Op OF4'-GQNG.si.Aa <br />Y <br />b <br />�I <br />Ili <br />FM-12X18 � <br />a <br />b <br />44'-10" <br />12'-10" <br />o <br />' <br />t7 <br />f <br />LL <br />4" CONC. i <br />9 i5 <br />�• <br />SLAB iv <br />TE 2 _ <br />°.° <br />PER FT. w T.. F <br />FMC-12X18 <br />I <br />SLAB <br />" <br />� <br />51/7' <br />� a <br />q I 3 <br />1 <br />•� <br />— 4" PVC CHASE <br />FM-12718 <br />N <br />1. SLOPE <br />1 to <br />O <br />�1 <br />" T <br />`" <br />" <br />NI <br />NUJ�I <br />to <br />to <br />I <br />A-71/2" 1 <br />Y <br />SIM. I <br />1A 4 <br />I <br />2 <br />I <br />HMO" <br />FM•12X18 <br />FMC-12X18 <br />4" CONC.— I IO.C. MAX <br />SLAB TYP. U.N.O. <br />FOUNDATION PLAN <br />SCALE: 114 = 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+-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 1/2" 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.OINDICATES #5 BAR, MINDtCATES #6 BARANDICATES #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 =36'1, 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: F'm = 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 } OF SLAB SUPPORTED <br />3'-O" 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 />•1 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />`s� <br />all <br />6 <br />1oltmx,m a LOT <br />ABBOTT PARK <br />LOT# 36 <br />BLK. 7 <br />PROJBCT <br />04181.000-36071 <br />MOD23U <br />3EAB <br />"1504-ALLEX" <br />GARAGE BW MG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH Q01. C <br />DRum w08/14/21 <br />BCAim: 1/4"=1'-0" <br />BIEMM <br />si <br />