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FOUNDATION NOTES <br />I� $ 4• �I <br />m <br />SLAB I <br />3 <br />11 <br />r <br />1 FM-12X18 <br />1 <br />1.1 <br />EXTEND <br />14'-7' <br />SLAB 1 11T <br />11'-,a <br />( <br />I <br />I <br />I 1.1 <br />( <br />• <br />NQ <br />I <br />w <br />R <br />ml <br />00 <br />O <br />I <br />LL <br />I <br />21'-2" <br />io <br />� <br />N <br />x 1 <br />I <br />ILL <br />0� -0" <br />TOP OF <br />SLAB <br />CHASE <br />- <br />EXTEND <br />_- -- _TE=2 _SLAB 1 ,l2" <br />4' CONC. <br />;Q - & I I <br />5 <br />SLAB <br />�'--' �5,12 n <br />,. <br />I <br />TOP OF <br />SLAB <br />15'-6" T-8" 4" <br />I <br />t 8'-0" 19'-6" <br />ifl <br />n <br />N <br />3 6' � <br />I� <br />X <br />ro <br />I <br />O <br />N N <br />W <br />WN <br />IF- <br />v <br />N <br />1 <br />LL 0 <br />I <br />I <br />N <br />Iy <br />)4"oN cc. rZ) <br />I <br />m <br />I <br />A <br />2 ( SLAB W <br />1.1I $-3- 1-12 a(m <br />I <br />EXTEND <br />SLAB 1 1/2 <br />La <br />*;7 112 <br />I <br />--O <br />,-FMG-12X18 FM-12X18 FMC-12-78 <br />-------I <br />2E <br />1. FM-12X18 <br />FM-1D(1 <br />M'I <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-W <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 1/7 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, OINDICATES #6 BAR,NINDICATES #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: Pm = <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 />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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />616 W I A.W I 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 <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TEA <br />8" <br />S E PLAN <br />8" <br />- <br />s <br />_ <br />(+)0"-D" <br />FM-12x18 <br />12" <br />CONTINUOUS <br />Is" <br />- <br />(2) #5'. <br />(+K1'-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />is, <br />- <br />O 's <br />- <br />VARIES <br />TE-2 <br />12" <br />SEE PLAN <br />8 <br />- <br />s <br />FM-l2x12 <br />12" <br />CONTINUOUS <br />12" <br />2 #5's <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />L FAX- 407-7744078 <br />wwwandesigngroup.eom <br />AA N: 0003326 <br />:C <br />F <br />ek <br />sFp <br />SUHDIV & LOT <br />SILVERADO <br />LOT 4 <br />BLK 19 <br />1p3mojzcT# <br />04128.002 04191 <br />moDEL <br />4EWB <br />"1499-FREEPORr' <br />GARAGE 31"NO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />D TT 03/06/20 <br />BCALE: 1/4"=f-0" <br />8HEET <br />sl <br />