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39'41" <br />'-4" <br />9%8" <br />3'-2" <br />15'-10" <br />9'-8" <br />36'-2" <br />T-8" <br />TT OP OF <br />" <br />SLAB <br />• I <br />— <br />—FM•12X12 1 — — — 1 <br />— — — FM-1— — — — — %6f <br />/ <br />INj24" <br />GONG. <br />SLAB <br />arc <br />a 3 1/2" F-24X24 <br />i <br />1'-0" <br />1 <br />FM-12X18 X. END <br />1.1 <br />SLAB i 1/T <br />4" PVC <br />1A <br />CFABE <br />/ <br />i� <br />i/ <br />/ <br />0' <br />TOP OF <br />SLAB <br />�i <br />/ <br />i� <br />Im <br />N <br />/ <br />i� <br />/ <br />I <br />i� <br />_ <br />— <br />TE-1— <br />— — <br />— — — <br />„2'-8" <br />17'-8" <br />I <br />I <br />I <br />4 <br />7I <br />LL <br />IA <br />1-EXTEND <br />SIM. <br />I <br />r---, <br />SLAB 11/2" <br />1A <br />2 <br />�4" CONC. �� m FM-12X18 <br />m <br />I <br />SLAB a0 W� N I- <br />s <br />1A <br />�i,•31/2= N a� LL I 510 3, <br />YY <br />I <br />4 7 1 /2" <br />1 <br />1A 1 <br />1.1 1. <br />to <br />I <br />L 1. <br />FM-12X18 ,., i_ J <br />MC-12X18 <br />FM-12X18 <br />FMC-12XI <br />4 4 <br />1. <br />T-10" <br />10'-2" <br />4'4" <br />2'-8' <br />14'-0" <br />21'-4" <br />39'41" <br />Lm <br />Z <br />O <br />At <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 />DRAWANGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOVV/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.ONDICATES #5 BAR, @IDICATES #6 BAR, WDICATES #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 ALLALLOWABLE <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 #TS 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 NTH 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 />18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR VW wM 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 />6x6 W1.4xW1.40VER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />(2) #5's <br />FM-12x12 <br />17, <br />CONTINUOUS <br />iT <br />- <br />(2)#V <br />FM-12xi8 <br />12' <br />CONTINUOUS <br />19, <br />(2)#5's <br />(+)0-0" <br />FMC-1208 <br />1T <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />- <br />VARIES <br />F-2424 <br />24" <br />24" <br />12' <br />(2)#6 <br />(2)#5's <br />(-)0"4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774.4078 <br />w .abdeslgngroupxom <br />AA #: 0003325 A <br />Id <br />It <br />o <br />ABBOTT PARK <br />LOT #8 <br />BLK. #13 <br />P1tOJMT# <br />04181.000-08131 <br />MOnal. <br />4EBB <br />"1828-CALI" <br />OAM&OZ awtxo: <br />RIGHT <br />PAOB: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />22 <br />I <br />o 9/21/21CALE: 1/4"=1'-0"x�r <br />s1 <br />