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CONC. <br />-AB <br />FM-12X18 — — — — — — — —// 3 <br />FM-12X,2 ; <br />4" CONC. <br />6 SLAB <br />-ao ao <br />Zo <br />N a r <br />F- <br />31/2" Oaw io <br />I <br />1.1 i/' <br />LL <br />F-2024 <br />3'-2„ 6,4„ <br />2'4- <br />/ <br />10 <br />FM-12X18 <br />1 <br />fi <br />I <br />to <br />4" PVC CHASE <br />9 <br />do <br />T <br />T�OPpp OF <br />I SLAB <br />II 1" PVC CHASE X <br />FOR ELEC. i f/ <br />I ISLAND <br />f�i 1 A 1 LL <br />I <br />• <br />Im <br />� /;i <br />IN <br />if <br />I <br />/ <br />I <br />b' I <br />z <br />a <br />'T <br />I n <br />EXTEND <br />^ <br />I <br />SLAB 1 1/2" I <br />TE1------J. <br />MEI <br />----- <br />+-51/2" <br />N <br />5 O I <br />112'-8" <br />18'-0" <br />17'41" <br />I <br />1 1A <br />1.1 1.1 IA <br />I <br />1.1 <br />tS <br />N <br />EXTEND O <br />FM-12X18 <br />SLAB 1 1/2" y 1A 2 <br />4 <br />SIM. <br />CONC. 20 <br />• I i SLAB W <br />D a� NI 6" 3'-5„ <br />f2" <br />N II <br />1 <br />LL 2 1A <br />1A -- <br />1., ro <br />IA , <br />FMC-12X1 8 <br />SIM.-7 1/2" <br />I <br />1 1.1 i.t ^ <br />FMC- 4 4 <br />,., FM-12X16 <br />L <br />, 12X78 ,, , <br />FM-12X18 <br />.— — — — . <br />— — — <br />— — — <br />FM-=112 <br />1 8,-6" I. 2'-6" 1, 2'-0" 1, 4'-0" L 7-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"- V-0" <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 +-0'4". <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 />11.OINDICATES #5 BAR, OINDICATES #6 BAR,RNDICATES #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 #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 } 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 />I THICKNESS <br />I REINF. <br />REMARKS <br />W1.4xW1.4 OVER <br />GENERAL <br />3117' <br />16.6 <br />6MIL 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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-1208 <br />17' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-12xl8 <br />12" <br />CONTINUOUS <br />la, <br />- <br />s <br />VARIES <br />F-2424 <br />24" <br />24" <br />17 <br />s <br />s <br />(_)O"A" <br />FM-12x12 <br />17, <br />CONTINUOUS <br />12, <br />- <br />(2)A5's <br />(-)O'A" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />T (1) <br />1 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />y <br />W <br />N <br />a % As tmin L40T: <br />ABBOTT PARK <br />LOT#4 BLK#14 <br />PHASE 4C <br />PROJECT# <br />04181.04C-04141 <br />MODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE 81IING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />