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CONIC. <br />.AB <br />^v <br />TFM-12X18 <br />- I— FM-12X12 <br />4" CONC. <br />I� SLAB <br />i� <br />i *31/2 <br />F-2024 <br />I <br />9'.6" <br />2'-6- <br />' <br />— 10 <br />'r Irr <br />FM-12) <br />rig <br />I <br />4" PVC CHASE J� r <br />�r <br />i <br />;- <br />r� <br />I�0" <br />YTOP�OF <br />r r <br />4 <br />I SLAB <br />! 1" PVC CHASE <br />FOR ELEC. r�r cxi <br />i ISLAND <br />rj LL <br />i <br />�r <br />%r I <br />19'-0" <br />.; <br />I <br />4 <br />m <br />I <br />;p <br />z <br />as <br />Y <br />EXTEND <br />I <br />SLAB 11/2' <br />TE1— <br />I <br />— — — — — — — — —— <br />I <br />+-51/2 <br />I <br />I <br />I <br />5 I <br />.I <br />I <br />�I <br />Lh <br />14 <br />W LL I <br />I. ,,, <br />EXTEND O <br />2 <br />FM-12X18 <br />SLAB 1 112" h <br />CONIC. <br />8" <br />(4 <br />• I ( SlA6 w <br />6" <br />I� I <br />a�I <br />3,d" <br />JJ) <br />*31/2 <br />ILL 2 I <br />i <br />1 FMC-12X78 FMC-12X78 <br />IL <br />71/2 <br />1 1. <br />FM-12X18 .1— J <br />4 4 <br />1.1 — — FM-12X18 1' <br />— — <br />— — <br />FM-12X12 <br />LLL <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'-0". <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 />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.OINDICATED #6 BAR, MINDICATES #6 BAR,BNDICATES #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. 530-131ASCE 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, 6tb EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/7' <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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FW12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #6's <br />- <br />(+KP-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />FM-12xi2 <br />1T <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />TEA <br />8" <br />EE PLA <br />8" <br />- <br />s <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />q <br />K <br />EVHDIV ee Ir01': <br />ABBOTT PARK <br />LOT #13 <br />BLK #7 <br />PROJECT <br />04181.00 -13071 <br />MODEIa <br />4EAB <br />"1672—ARIA" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EX. C <br />