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33'-10" <br />I �-0 1/2" eo I <br />m <br />4" w ( <br />4" CONIC. <br />m <br />CONC. O <br />SLAB <br />SLAB v? a I� <br />M 8L�AB0F <br />3 <br />io <br />1 <br />r----------------------- <br />FM-,2X,8 <br />.4 <br />9'-0" <br />5'-11" <br />V-2" <br />I <br />I <br />I <br />I <br />TOP OF <br />SLAB <br />0 <br />�[ <br />v <br />\ <br />`-4" PVC <br />c <br />CHASE <br />O a <br />m <br />ILL <br />1 <br />N <br />I <br />1 V-3" <br />to 1 <br />I <br />I <br />6" I <br />i <br />o <br />1.1 1.1 <br />EXTEND <br />SLAB 1 112 <br />L---- <br />—TE-2-- <br />N <br />2'-8" <br />I <br />91-5" <br />• <br />4,-5 1/2" <br />x I <br />N <br />U N <br />• ILL w <br />(4 " CONC. m I <br />w I <br />I <br />; SLAB w 1A I. <br />Sim <br />11EXTEND <br />2 1A <br />`-"---- I 11 SLAB 11/2" <br />(FM-12X18 <br />Sim N IA <br />*-7 1r2" <br />a " FM-12X18 11 <br />FMC- 4 a <br />FMC-41/ 41/2" 1.1 1 <br />3'-5" <br />12X18 1.1 <br />FM-12X78 1 <br />— — FM-12X18 — J <br />4,-2" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />fell `1,1.g-WeIilLLollL*1 <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-U", 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 112" 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.OINDICATES #5 BAR, IMNDICATES #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"), 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 #SS 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 />16. 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"S" <br />MORTAR, ASTM C476 GROUT (30D0 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 W 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W I A.W 1.4 OVER <br />GENERAL <br />31Z <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY SIt SCHEDULE <br />HOEG 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 />TEA <br />SEE PLAN <br />8" <br />- <br />(1)#8s <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />- <br />(2) #5's <br />FMA208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />- <br />VARIES <br />F2-24x24 <br />24" <br />1., <br />12" <br />(2) #Us <br />(2) 05's <br />(-)0'-4- <br />i N. RONALD REAGAN St <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwAbdeslgngroup.com <br />AA #: 0003325 <br />N <br />Y <br />ZZ <br />Q <br />Q <br />q <br />Mill <br />EJ <br />SLTHDIV. d# LOT: <br />ABBOTT PARK <br />LOT #32 <br />BLK # 9 <br />PitoizcT# <br />04181.000-32091 <br />MOD24, <br />1408" <br />"DAKOTA" <br />GARAGE SI MG: <br />LEFT <br />FPH <br />NDATION <br />PLAN <br />AXP C <br />