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CONC. <br />-AB <br />Y <br />- - FM-12X18 <br />• FM-12X12 - <br />- <br />4" CONC. <br />I` SLAB <br />A31/2 W <br />LL Y y a <br />- 10 <br />; <br />; ;• <br />�- FM•12X18 <br />4" PVC CHASE i f <br />� i I <br />i/ <br />rL i <br />VT -0 <br />TOP OF <br />I <br />4 <br />`D <br />I SLAB <br />1" PVC CHASE i f' N <br />I FOR ELEC. ® i� <br />ISLAND <br />i/ 1.1 <br />• <br />(x <br />I <br />I <br />19'-0" <br />i 19'-0" <br />/ <br />� <br />Y <br />0 <br />D <br />I <br />< <br />O a <br />y <br />I n <br />EXTEND <br />I <br />SLAB 1 1/2" <br />TE1— <br />I <br />— — — — — — — — —— <br />*:5 1/2 Y <br /><V <br />I <br />I <br />5 <br />17'-8" <br />1 !2Tl� <br />I <br />�I <br />1 <br />I <br />�I <br />N I <br />w LL <br />1.1 <br />EXTEND O <br />2 <br />FM-12X18 <br />SLAB 1 1/2" y <br />4 CONC. <br />• I SLAB y 6"3-4" <br />31/2 <br />6" <br />( i <br />( .� ) <br />LL <br />I <br />---� �j <br />2 <br />,.1 4-71/2 <br />1 1.1 <br />1'i— J <br />FMC-12 X18 FMC-12X18 <br />— — FM-12X78 — — <br />— — <br />--FM_12X18 <br />FM•i2x,2 <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. <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 />S. 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 />11.0INDICATED #5 BAR, MINDICATES #6 BARANDICATES #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', #8 =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 A.C.I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M' OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 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 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4xW1.4 OVER <br />GENERAL <br />3 1/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BAR5 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 />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />HU-0" <br />FMC-1208 <br />12" <br />CONTINUOUS <br />18" <br />s <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #59 <br />(-)0'-4" <br />TE-1 <br />8" <br />SE PLAN <br />8" <br />- <br />6 <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngmup.com <br />L AA #: 0003325 <br />m <br />� <br />P <br />W <br />ly <br />I <br />1y <br />5 <br />!;o <br />aysa:v ae LOT <br />ABBOTT PARK <br />LOT #7 <br />BILK #10 <br />PROJECT <br />04181.000*--07102 <br />MODEL: <br />4EAB <br />"1672- ARIA" <br />GARAGE 81rWG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />APA* EM <br />SATE O - FLORDAO - FLOFIDA <br />AA. <br />L AR NO W723 J <br />F-patNTDA 11/25/19 <br />»CALF: 1/4"=1'-0" <br />8HEET <br />s1 <br />