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4" CONC. <br />SLAB <br />Y <br />Y <br />3 �`�— — — — — — — — FM-12X18 <br />— —' <br />FM-12X12 <br />1.1 <br />4" CONC. <br />m <br />SLAB NI <br />a N <br />1/2 <br />CD <br />aD <br />• I ``�\ <br />I <br />2,-8" <br />6 4" 3, 7• <br />0 <br />r <br />\\ <br />0 <br />F-24X24 FM-12X18 <br />1 <br />` 4" PVC CHASE <br />1A <br />CL <br />T� 8P OF <br />L7 <br />°J I� 1" PVC CHASE <br />SLAB I <br />I' 'll� FOR ELEC. <br />ISLAND II <br />dq <br />19' 0" <br />19.4. <br />v <br />1A 1 i <br />I � <br />I <br />EXTEND <br />SLAB 1 1/2" <br />I• <br />Fq +51/2" <br />N <br />I <br />0 <br />I 5 <br />I <br />_ <br />2'-4" 1.1 <br />4" <br />I <br />O a <br />17'-8" <br />2'-8" <br />18'-0" <br />Y '4 <br />• I <br />I � <br />!� M <br />IX <br />I� <br />I� <br />i <br />1 <br />O EXTEND <br />1.1 <br />2 iA vi SLAB 1 1/2" <br />�•� �•� SIM. <br />FM-12X18 <br />I <br />4" CONC <br />N <br />Im <br />SIM. <br />w y' IX laSLAB <br />35 <br />1.1LLI <br />N Ida 3112"II <br />I FMC-12X18 2 <br />1.1 <br />1 1.1 <br />71/2" <br />1A <br />4 4 <br />1.1 1.1 1 <br />LFMC--`12X`I8 <br />1.1 FM-12XIB 1'1 <br />L <br />— — — <br />— — — — — <br />_ _FM_12X18 <br />FM-12X12 <br />2'-8" I, 16'-0" 181, 7.0" I, 4'-4" 1. 2'-0" 1, 2'-6" <br />FOUNDATION PLAN <br />SCALE: 1/4" = T-O" <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 +-0'4% 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, OINDICATES #6 BAR,■NDICATES #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 4021602-16, USING: Fm = 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 />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, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. I <br />REMARKS <br />616 W l.4xW 1,4 OVER <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 />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12z18 <br />1T <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />(+)0'-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) 's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2) #5's <br />_ <br />(-)0"-4!' <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) 's <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />o <br />21 <br />stmDrv. & LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE #4C <br />PROJECT# <br />04181.04C-12141 <br />SLODMIJ <br />4EAB <br />"1672-ARIA" <br />GARAGE >sWMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />11 <br />DRINT <br />ATE: 02/07/22 <br />sCAr.E: 1/4"=1'-0" <br />8HEET <br />s1 <br />