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LW T <br />KT'lE:➢1 <br />28'-8" <br />3'-6" <br />36'-2" <br />TOP OF <br />`Q <br />SLAB <br />m <br />l . <br />— 1 <br />— — — — FM-12X12 <br />\ <br />FM-12X18 — <br />4" CONC <br />SLAB wa <br />N I <br />F-24X24 <br />\ <br />f -3 1,2" N <br />\`\\ <br />, <br />EXTEND FM-12X18 <br />\% <br />SLAB 1 1/2" <br />4" PVC <br />\\` <br />CHASE <br />iq <br />I ii <br />\ <br />1.1 <br />1 1A <br />I <br />\ <br />I <br />TOP <br />OF T <br />TOP OF <br />I <br />SLAB <br />I <br />� <br />\ <br />I <br />\ <br />`\ <br />LL <br />I <br />\ <br />\\ <br />I <br />TE-1 <br />I <br />I <br />I <br />° *5 1/2" <br />4„ <br />17'-8" <br />2 8 <br />3' -0" 5 <br />I <br />I� <br />IN <br />I <br />•ILL <br />w <br />a <br />I <br />I <br />111 <br />I. <br />SIM. <br />EXTEND <br />1 <br />2 1A <br />SLAB 1 1/2" <br />1.1 1.1 <br />ro <br />FM-12Xl8 I ri 4" CONC.I <br />LL N <br />N Ia. w SLAB I <br />I <br />SA. <br />3,,5„ 1/2' I� IN �-31/J <br />I . <br />4:7 1/2" <br />251/f <br />I <br />o <br />11 <br />a? <br />1.1 1.1 <br />1 <br />ih to <br />1 <br />FMC-12X18 <br />— — <br />FM-12X18 v <br />— — — — — <br />FMC-12X18 <br />— <br />4 <br />F L 1.1 1.1 FM-12 <br />— — — — <br />0 <br />1.1 J <br />4 <br />1A <br />1.1 <br />2' 8" <br />16-0" <br />2'-8" <br />3'-10" 10'-2" <br />4'41" 14'-0" <br />21'A" <br />39'-8" <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 +-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 />I I.OINDICATES #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", #6.36-1, 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 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 j OF SLAB SUPPORTED <br />3'-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 />THICKNESS <br />REINF. <br />REMARKS <br />6k6 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] FOUNDATION WITH 30' LEG EACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TEA <br />8" <br />SEE PLAN <br />10" <br />- <br />B <br />FM-12x12 <br />17, <br />CONTINUOUS <br />12" <br />(2) #5'B <br />FM-12118 <br />12, <br />CONTINUOUS <br />1&, <br />- <br />(2)#5's <br />FM-16x18 <br />16, <br />CONTINUOUS <br />IV, <br />- <br />) B <br />_ <br />(+)O"-U' <br />FMC-12x18 <br />17' <br />CONTINUOUS <br />19, <br />- <br />B <br />VARIES <br />F- 4x24 <br />24" <br />24" <br />B <br />7TWE 7- <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />f <br />9UBDIV. & I.o . <br />ABBOTT PARK <br />LOT #15 <br />BLK. #9 <br />PROJECT* <br />04181.000-15091 <br />MODEL' <br />4EBB <br />"1828-CALI" <br />GARAGE 917ING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />v.160 MPH W. C <br />ado a ABOi1 ACRA <br />AR NO W723 � <br />n <br />