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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />WlAXW1.4 OVER <br />GENERAL <br />3 1/2' <br />16,11 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' 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 />TE-1 <br />I..SEEPLAN <br />8" <br />- <br />TE-2 <br />12, <br />SEE PLAN <br />lal <br />- <br />() a <br />(+)0"-0" <br />FM-12x18 <br />12, <br />CONTINUOUS <br />16" <br />- <br />( b <br />(+)0"-0" <br />FMC•12c18 <br />12' <br />CONTINUOUS <br />1w, <br />- <br />(2)l�'s <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2) #5's <br />- ,-N' <br />Y <br />FM-12X18 <br />FM-12X18 <br />q <br />_ _ _ _ _ _ _ — — — — — — — — — — — — <br />FM-12X18 <br />— — — — — — — <br />m <br />EXTEND -31/2" x <br />----- <br />^) <br />o <br />io <br />I <br />SLAB 1 1/2" <br />cn <br />SLOPE 1/8" <br />PER FT' <br />Y <br />X <br />I' <br />^ <br />y_NyI <br />O <br />" GONG. 66AIi <br />31/2" <br />mI <br />� <br />� <br />2 <br />SLAB F LL� <br />� <br />Y <br />b <br />------_ <br />FM-12X18 <br />o <br />Y <br />4" CONC. <br />9 N <br />SLABED N <br />TE-2 <br />3 <br />SLOPE <br />SLOPE 1/8" Ini2 0.�.. <br />FT. TOP OF - <br />1.1 <br />i SLAB <br />�,•5 1/2"42'$" <br />iE <br />- <br />14'-2" <br />— 4" PVC- <br />�i1-12RI-6 <br />N <br />SIM. <br />1.1 SLOB PE2 �I <br />N, <br />c49'.4" <br />~ <br />20'-8" <br />*7 1/2" <br />SIM. <br />1.1 4 <br />,.1 1.1 <br />I-' ---- '- <br />m <br />$0 0" <br />TOP OF <br />2 <br />°1 <br />SLAB <br />FM-12X18 <br />J <br />FMC-12X18 <br />4" CONC.—/ I 7'-4" O.C. MAX <br />SLAB " TYP. U.N.O. <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 +-0'4". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + W-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 />5. 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 />11.13INDICATES #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 />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 #b'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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, 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 i OF SLAB SUPPORTED <br />3'4' 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, 7lh EDITION <br />,8E <br />.1 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />L <br />�ll�iff <br />Y <br />rq <br />cp <br />g <br />ti <br />sunDLV. a L+OT: <br />ABBOTT PARK <br />LOT #34 <br />BLK. #12 <br />PROJECT/, <br />04181.000-34121 <br />MODEL. <br />3EAB <br />"1504- ALLEY" <br />GARAGE 9TIMO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH C <br />1 SCALE: 1/4-=1'-0" 1 <br />s1 <br />