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FOUNDATION NOTES <br />15'-10" 3'4" <br />36'-r' <br />T-6" <br />� <br />TT OP OF <br />SLAB <br />• <br />—FM-12Xi2 — 1 <br />— <br />— — FM-12X18— — — — i, <br />i <br />a <br />mF 4"CONC. <br />ww SLAB <br />O <br />LF-24X24 <br />ILL <br />4 31/r' 1,-0„ <br />l <br />1o'•a' <br />10 <br />' I• <br />r 1 <br />fM-12X18 END <br />SLAB 1 1/2" <br />4" PVC <br />'A <br />CHASE;/ <br />if <br />to / <br />i� <br />r <br />rf <br />0, �„ <br />. <br />TOP OFOF <br />i <br />SLAB <br />if <br />i <br />ri <br />�i <br />r� <br />I� <br />;I <br />r <br />19'-0" <br />V-0" <br />i 15'-8" <br />I <br />1 <br />to <br />y� <br />N I <br />•I I <br />LLI <br />0 <br />1A ( <br />vOJ g <br />.I <br />1-EXTEND <br />I <br />SIM. <br />SLAB 1 1/2" <br />to 2 <br />4" CONC. •{ <br />rM-12X76 <br />SLAB <br />06 <br />1 1IZ' ILI <br />tA <br />*3 <br />LL I 1 3, <br />SIM. <br />op �---- b <br />2 1A <br />-71/2" <br />1 <br />1A + <br />m <br />FM-12X18 _ J m <br />MC-12X18 ~ <br />FM-12X18 FMC-12X18 <br />4 <br />4 <br />10'-r' 3'-10" <br />2'-8" <br />16-0" <br />2'-8" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-0" <br />MI <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/r' 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.MNDICATES #5 BAR, ®INDICATES 06 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'), 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 #51S 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: Pm - 2,000 PSI, TYPE "M" OR"W <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 />T-0" 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 />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1A OVER <br />GENERAL <br />3112, <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 />8" <br />SEE PLAN <br />t0' <br />- <br />s <br />(+)W-0' <br />FM-12x12 <br />1r' <br />CONTINUOUS <br />12" <br />- <br />(2) #6's <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />12)#6s <br />FM-16x18 <br />16" <br />CONTINUOUS <br />181, <br />- <br />(2) 's <br />FMC-12118 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #Vs <br />VARIES <br />F-24x24 <br />24" <br />24° <br />12" <br />■ <br />(-)(1"-0" <br />IS N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />m <br />DXMDIV. & WTI <br />ABBOTT PARK <br />LOT #19 <br />BLK. #7 <br />04 181'.006-19071 <br />MODzu <br />4EBB <br />"1828-CAM" <br />GARAGE 8WWG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 XPH W. C <br />I <br />AN5/06/21 <br />CALE: 1/4"=1'-0" <br />MEET <br />s1 <br />