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CONIC. <br />.AB <br />`t <br />r <br />_ _ _ <br />FM-12X18 — — — — — — — —/� 3 <br />' <br />I— FM-12X12 `� <br />4" CONC. <br />I °D <br />I� <br />7'1'2" <br />W <br />a. <br />F-24X24 <br />�� <br />2,-6„ <br />i ' I <br />� <br />10 <br />c <br />'i <br />FM-12X18 <br />4" PVC CHASE, <br />I <br />GL <br />I+TOP <br />i <br />m <br />p- <br />OF <br />( SLAB <br />j <br />n 1" PVC CHASE <br />FOR ELEC. Qa <br />ISLAND <br />' LL <br />, <br />m <br />I <br />j <br />y <br />EXTEND <br />I <br />SLAB 1 1/2' <br />TE1— .I <br />_ _ _ _ _ _ _ _ _ _ <br />I. <br />*61/2" Y <br />iv <br />.I M <br />I <br />. <br />I <br />w LL <br />1 <br />L6 <br />) <br />t, <br />EXTEND p <br />FM-12X78 <br />SLAB 1 1/2" 2 <br />t.1 <br />r---C- <br />4" CONI. <br />' I I SLAB <br />3 4 <br />I *3 1/2, m al <br />I I <br />LL <br />IL <br />71/2" FMC-12X18 <br />— — FM-12X18 1• — � <br />— <br />4 4 <br />12X18 1.1 — — FM-12X/6— 1.1 — — — <br />— <br />FM-iZX72 <br />FOUNDATION PLAN <br />SCALE: 114" = 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 +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 />B. 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 #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", #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/ASCE5-13, USING: F'm = <br />1,500 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j 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 WIAXW1.4 OVER <br />GENERAL <br />3 1/2" <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 />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />Ha -al <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#6 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />FM-12xi2 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#Ss <br />- <br />(-)0'-4" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />FM: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />C <br />W <br /># <br />zzy <br />O <br />y <br />LY <br />C <br />,SIIBDIV. Ale X,OT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #15 <br />PROdECT#1 <br />04181.000-04151 <br />MODEU <br />4EAB <br />"1672- ARIA" <br />GARAGE STIMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />DAR ZT 08/13/20 <br />SCALE: 1/4"=l'-0" <br />s1 <br />