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39'A" <br />15'-10" 91-8" <br />9'-8" -4" <br />36'-2" <br />TOP OF <br />SLAB <br />— 1 — — <br />— FM-12X12• <br />FM-12X18 — <br />10 <br />4" CONCSLABJ <br />:F-24X24 <br />1,,0„+31/2,% <br />` <br />10'-0 <br />`� <br />EXTEND FM-12X18 <br />,`� 4" PVC <br />1 <br />STAB 1 12" i•i <br />`CHASE <br />i`i, <br />TOP OF <br />SLAB <br />`% <br />It <br />x " <br />I <br />I <br />5'-0" <br />I <br />I I. <br />• *512 <br />4" <br />I <br />3'-0" 5 <br />I <br />I § <br />I I. <br />ILL o <br />I <br />EXTEND <br />2 <br />SLAB 11/2" <br />1.1 -- <br />1• <br />FM-12X,8 I 4" CONC <br />.. <br />f� w SLAB I <br />34" ILL fNa �_312 <br />*71/2 <br />�I <br />� <br />IS —— <br />MC-12X18 FM-12X18 <br />FMC-12X18 <br />L _ FM-12X18 J <br />4 4 <br />1.1 <br />21'4" <br />39'$" <br />FOUNDATION PLAN <br />SCALE: 1W = V-G" <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 -9-0", 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 12" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. 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 />1,. MNDICATED #5 BAR, ENDICATES #6 BAR, INDICATES #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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. 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.5W-13/ASCE 5-13, USING: FM <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 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 WWM 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 />REMARK]IILL <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, <br />MARK <br />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />19, <br />- <br />s <br />FM-12X12 <br />IT <br />CONTINUOUS <br />12" <br />(2)#5b <br />FM-12x18 <br />12- <br />CONTINUOUS <br />18" <br />2 #6'e <br />+ U-0" <br />FM-16x18 <br />18" <br />CONTINUOUS <br />18" <br />- <br />) e <br />+0"-0" <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18, <br />74 • <br />#51N CURB <br />VARIES <br />- x <br />24" <br />(-W-4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX:407-7744078 <br />www.abdeslgalaoup.00m <br />AA #: 0003325 <br />Pi <br />O <br />atn3DlV Be LIT: <br />ABBOTT PARK <br />LOT #25 <br />BLK. #8 <br />PltOJWT# <br />04181.000-25082 <br />moD3la <br />4EBB <br />"1828-CALM" <br />awlenas awt>rro: <br />LEFT <br />PAO& <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />D TO 11/20/19 <br />aCA&M 1/4"=1'—O" <br />a?im= <br />S1 <br />