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39'-8" <br />28'-W <br />'4' 9'-8" <br />9'-6" 15'-10" 3'4" <br />36'4" <br />3'-6" <br />74 <br />0T`f <br />OP OF <br />m <br />SLAB <br />' — — FM-12X12 — i — — — 1 — <br />— — — FM-12X18— <br />N <br />4"GONG. <br />wtzSLAB lu <br />i <br />+-3 1/2" 1,.0^ LF-24X24 <br />l <br />10'-0" <br />10 <br />/ I . <br />r 1 FM-12X18 EXTEND <br />I <br />1.1 SLAB 1 1/2" <br />4' PVC i <br />CHASE i <br />i� <br />I <br />I <br />/ <br />i� <br />f <br />'' I <br />.I �p,.o^ <br />i <br />TOP OF <br />I <br />SLAB n <br />i <br />I <br />,/ ml <br />/ <br />�% LL <br />/f <br />i� <br />IN <br />Ij/ <br />LL <br />j� <br />1 <br />b' <br />I <br />_ <br />— <br />TE-1 <br />I <br />"2'-8" <br />ry <br />Vl 1/2" e <br />17'-8" <br />5 3'-0' ' <br />I <br />I I <br />I I <br />o LLI <br />1 <br />EXTEND <br />SLAB 1 10 <br />2 <br />14" CONC. LL) m FM-12X18 <br />— <br />t•t <br />SLAB (L r <br />I �-3 t12" al I 3-44 <br />ILL <br />2 <br />71/2• <br />I <br />1.1 1.1 <br />L FM-1— — J <br />FMC-12X18 <br />FM-12X18 FMC-12X18 <br />0 <br />4 <br />4 <br />1.1 <br />1. <br />10'-2" <br />3'-1' <br />4'4" <br />16'-0' <br />2'-8" <br />14'-0" <br />21'4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />tS�'aaiv <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 />11.171NDICATED #5 BAR, CJINDICATES #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 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 6-13, USING: Pm <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />Y-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 />I REINF. <br />REMARKS <br />6x6 W 1.4xW 1.4 OVER <br />GENERAL <br />3 112" <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />7E-1 <br />8" <br />s <br />(+)0"-014 <br />FMA2x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />()#5's <br />FM-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />(2) #Us <br />FM-16x18 <br />16' <br />CONTINUOUS <br />18" <br />FMC-1 8 <br />12" <br />CONTINUOUS <br />18" <br />s <br />5 IN CUR <br />VARIES <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32760 <br />PH: 407-7146078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />yh <br />i <br />c <br />C <br />� <br />6 <br />Q <br />> USDIV, & LOT: <br />ABBOTT PARK <br />LOT #20 <br />BLK 15 <br />PROJECT# <br />04181.000-20151 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE BVWG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />