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90 <br />'tal-A. <br />28'-B" <br />T-6" <br />36'-2" <br />` <br />TOP OF <br />SLAB <br />60 <br />IA y <br />—7 <br />— — 1 — FM-12X12 <br />FM-12X18 <br />4"CONC. <br />SLAB <br />F-24X24J 3 1/r <br />LL <br />iv <br />EXTEND FM-12X18 1A <br />1 <br />4" PVC <br />SLAB 1 1/T <br />,I\��CHASE <br />` <br />TOP OF <br />I <br />SLAB <br />Ix <br />n <br />I <br />U <br />1� <br />1, <br />I <br />d <br />to <br />1 <br />IL <br />+5 1 /2" <br />I <br />I <br />4" <br />17'-8" <br />2'-8" <br />I <br />• 3'-0" 5 <br />I <br />I <br />. <br />ILL <br />o <br />I <br />I <br />EXTEND <br />1 to <br />2 to <br />SLAB 11/2" <br />,1----� <br />SIM. <br />•1 .1 <br />�_ <br />FM-12X18 I� ri 4" CONIC. <br />i <br />SLAB <br />51/21' <br />1 <br />3,_5^ 1/r ILL Im °- �31@" i <br />71/2 <br />1A 2 <br />0 J <br />11 <br />6 <br />IM. <br />1.1 <br />_ 1 1A <br />1 <br />MC-12XIS <br />FM-12X18 <br />FMC-12X18 <br />4 <br />F L t.l FM-12X18 <br />1.1 J <br />4 <br />1.1 <br />1.1 <br />2'-B" <br />18'-0" <br />2,-8" <br />T-10" 10'-2" <br />4'-4" 14'-W <br />21'-4" <br />39'$" <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-d-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 Q" 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.EINDICATES #5 BAR, MDICATES #6 BAR, EDICATES #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 =361, 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,XXPSF. 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 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 } OF SLAB SUPPORTED <br />3'-O" OIC MAX. SEE PLAN FOR W WNI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7ttl EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6.6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' 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 />8" <br />SEE PLAN <br />1d' <br />- <br />(2) #5's <br />(+)d'.d• <br />FW12X12 <br />17 <br />CONTINUOUS <br />17' <br />(2)#55 <br />+d'-d'FM-12x18 <br />17' <br />CONTINUOUS <br />16" <br />(+)" <br />FMC-12a18 <br />17, <br />CONTINUOUS <br />18' <br />�(2)*Vs <br />(2)#5's <br />VARIES <br />F-24z24 <br />24" <br />24" <br />17' <br />(2 <br />(-p-4. <br />FOUNDATION PLAN <br />SCALE: 14' = V-0" <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744,078 <br />FAX: 407-774-4078 <br />www.andesigngroup.com <br />AA #: 0003325 <br />m <br />## <br />uZ10 <br />IL <br />It <br />0 <br />m <br />W <br />S <br />4 <br />-- - -" <br />BVHDIV. & LOT <br />ABBOTT PARK <br />LOT #15 <br />BLK #13 <br />PHASE 4B <br />PROJECT# <br />04181.04B-15131 <br />MCDZU <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DAM <br />02/07/22 <br />SCALE: 1/4"=1'-0" <br />s7iEET <br />sl <br />