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[Q.&I, <br />28'-8' <br />3'-4" <br />15'-10" <br />9'-6- <br />9'-8" <br />'4" <br />3'-6" <br />36'-2' <br />0'-0. <br />TOP OF <br />SLAB <br />M <br />m <br />— 1 <br />— — — <br />— FM-12X12 <br />\�— — — — — — FM-12X18 — <br />4 <br />4" CONC. �' <br />N <br />LL I SLAB a <br />a I <br />Ow <br />F-24X24J J,a <br />�I <br />1,-p• ��31/2" <br />r <br />10 -0" <br />10 <br />1.1 <br />\� <br />EXTEND FM-12X18 <br />—I <br />4" PVC <br />SLAB 1 1/2' <br />111 <br />` / CHASE <br />`� <br />I <br />1 <br />I <br />0.1.� <br />. <br />I <br />TOP OF <br />1 <br />F <br />SLAB <br />17 <br />I. <br />I% <br />,0 <br />%' <br />I <br />`d <br />1 <br />I <br />• <br />-s 1/2" <br />4 <br />17'-8° <br />2'-8" <br />1 <br />I <br />3'-0' 5 <br />" <br />I <br />I <br />IN <br />I� <br />I <br />EXTEND <br />1 <br />2 <br />BLAB 1 1/2"-- <br />1 <br />1d <br />FM-12X18 <br />�2 h ri 4' CONC.I <br />N Io W SLAB <br />1 <br />3,4" <br />ILL Iya $31 J <br />I , <br />�av2 <br />21 <br />i.t <br />1 <br />1 <br />FMC-12X18 <br />FM-12X78 ~ <br />FMC-12X18 <br />— F <br />L __1 FM-12X18 <br />1.1 <br />0 <br />.1171J <br />4 <br />4 <br />1 <br />1.1 <br />1.1 <br />2'-6" <br />16'-0' <br />2'-8- <br />4'1" <br />3'-10' <br />10'-2" <br />21'-4" <br />14'-0" <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 +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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1P2' 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 #5 BAR, OINDICATES #6 BAR,ENDICATES #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 />16. 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: F'm <br />1,500 PSI, TYPE "M- OR'$' 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 />3'-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 />I REINF. <br />REMARKS <br />Bx8 W 1.4xW 1.4 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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8'SEE <br />PLAN <br />10 <br />- <br />• <br />(+)0'-0' <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2) #5s <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18, <br />(2) #5's <br />(+)0'-0' <br />FM-16x16 <br />16" <br />CONTINUOUS <br />18' <br />s <br />+ 0'-0' <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />1w <br />- <br />s <br />#5 IN CU <br />VARIES <br />-2424 <br />24 <br />24' <br />s <br />L441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 327W <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />d <br />Acl <br />b <br />� <br />iUDDIV. aLOT: <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />PROJECT/, <br />04181.000-11151 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAOE SMIIQG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />F-pnumDA 09/01/20 <br />8CALE: 1/4"=1'-O" <br />®MEET <br />s1 <br />