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TE-1 <br />31/2" <br />b <br />w <br />I <br />Hw- <br />a0 4" <br />4" CONC. <br />N CONC. <br />iq <br />SLAB <br />TOP OF <br />SLAB <br />3 <br />SLAB I <br />1.1 <br />O <br />FM-12X18 <br />--4----I <br />XTEND <br />it <br />y-g" <br />SLAB 1 112" <br />II <br />I <br />'i <br />1A <br />1 I <br />I <br />�I; <br />4" PVC <br />CHASEI <br />JJ <br />L <br />O V <br />i <br />'V <br />O Q <br />9 <br />II <br />LL <br />I <br />II <br />II <br />I <br />N <br />II <br />11 <br />II <br />N <br />21'-2" <br />I <br />I <br />ii <br />1 <br />to <br />�, <br />IT —31 <br />ii <br />mI <br />' <br />1.1 <br />1 <br />SLAB <br />0 <br />g I <br />I <br />.I <br />I <br />I• <br />4 <br />N <br />I <br />I <br />a <br />EXTEND <br />I <br />SLAB 1 1/2"_ <br />TE 2 <br />J <br />• <br />r <br />_ <br />_ _ <br />_ <br />I � <br />h + 5 12" <br />' <br />5 <br />T-4" <br />N <br />I <br />-----� <br />1@ r� 4„ CONC. I <br />W <br />0j <br />SLAB <br />m <br />x <br />i <br />I� W I <br />IN a 1.31% 'SLAB <br />I <br />EXTEND <br />1 12" m <br />MCC-12X1881ALL� <br />Ll <br />4 12" <br />41/2" 2 1A <br />d•71/2" <br />1 <br />1A 1 <br />SIM. <br />1_ _ <br />.1 FM-12X18 <br />— _ <br />_ •1 1.1 <br />MC-12X18 <br />— — — <br />FM-12X18 <br />— <br />— <br />FMC-12X78 <br />— <br />— <br />FM•12X12 <br />" <br />Fj <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE --9-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'-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 12" 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 />WINDOWIDOOR 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. EINDICATES #5 BAR, BNDICATES #8 BAR, NOICATES #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', #8=36%AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE S12E AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 95'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 4021802-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TIMS 402/602-16, 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 />T-O" O/C MAX. SEE PLAN FOR WIM SIZE, <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7Ih EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />8x0 WlA4 WIA OVER <br />GENERAL <br />3 1/2' <br />a MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITYBARS IN 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 />B" <br />SEE PLAN <br />8" <br />(1) # 's <br />+ 0'.0' <br />FM-12x18 <br />12, <br />CONTINUOUS <br />IS, <br />12)#5's <br />(+)0'-0" <br />FMC-12x18 <br />17 <br />CONTINUOUS <br />IT <br />1 12)#5's <br />#51N CURB <br />VARIES <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />- <br />O #5's <br />_ <br />(+)0'-0" <br />FM-12x12 <br />12, <br />CONTINUOUS <br />12' <br />2 #5'1 <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosW*mup.com <br />AA #: 0003325 <br />N <br />0 <br />44 <br />Y <br />� <br />g <br />munDIV. Ae LOT. <br />ABBOTT PARK <br />LOT #5 <br />BLK #14 <br />PHASE 4C <br />PROJECT# <br />04181. 4C-05141 <br />MODZ .: <br />4EWB <br />"1499-FREEPORT" <br />OARAOE 8WINO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />A AI <br />NO <br />Dw� 10/26/21 <br />SCALE: 1/4"=1'-0" <br />eidEET <br />s1 <br />