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CONC. <br />.AB <br />Y <br />Y <br />_ _ <br />—FM-12X18 <br />_ <br />I— FM-12X12 <br />— <br />4" CONC. <br />I� SLAB <br />`° <br />I *31/2" cdw E. <br />I <br />LL a <br />F-24X24 <br />f <br />9'-6" <br />2'-6' <br />10 <br />b <br />r� <br />ii <br />i <br />I <br />FM-12X18 <br />1 <br />4" PVC CHASE <br />rL i I <br />0101,$ <br />f i <br />TOP OF <br />1O <br />SLAB <br />1" PVC CHASE <br />I <br />FOR ELEC. @ i f i5I <br />ISLAND <br />LL <br />yjyli <br />�� <br />ILL <br />I <br />A! i� <br />i <br />i <br />I <br />i� <br />I <br />6 <br />z <br />I <br />0 a <br />y <br />EXTEND <br />I <br />SLAB 1 1/2" <br />TE1------ <br />I <br />------ — <br />�-5 1/2" <br /><V <br />I <br />I <br />5 I <br />"2'-8" <br />1.1 2'-4" <br />17'-8" <br />I <br />•I w <br />i <br />I• <br />Lb <br />� <br />i <br />a I <br />1.1 <br />EXTEND O 2 <br />FM-12X18 <br />SLAB 1 1/2" fTi <br />1.1 <br />CONC. <br />4" <br />• I SLAB a a1I <br />c� <br />I -31/2- N I <br />LL <br />�Y <br />71/2" FMC-12X18 <br />1 1.1 <br />FMC- 4 4 <br />L— FM-12Xt8 1.1— J <br />12X18 11.1 — — FM-12X18— — — 1. <br />— <br />— <br />FM C 12 <br />FOUNDATION PLAN <br />SCALE: 114" = V-W <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 +.0'-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 />11.0INDICATED #5 BAR, EIINDICATES #6 BAR,WNDICATES #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 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 } OF SLAB SUPPORTED <br />X-O" 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 />6.6 W I A.W l A OVER <br />GENERAL <br />31/2" <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 I <br />WIDTH <br />LENGTH <br />I THICKNESS <br />BOTTOM REINF. <br />I TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x16 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <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 />s <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 />s <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />V <br />0 <br />r <br />BUDDIV. Ae LOT: <br />ABBOTT <br />PARK <br />LOT #12 <br />BLK #15 <br />PROJECT* <br />04181.000-12151 <br />HODEL9 <br />4EAB <br />"1672-ARIA" <br />GARAGE 9V/ING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />