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FOUNDATION NOTES <br />EXTEND - <br />SLAB 1 11T <br />2A'JP <br />17'-10" 10'-0' '-10- <br />TE-1 <br />3'-6" 26'-2" <br />4 <br />I <br />SLAB <br />SLAB p <br />'na <br />O <br />1 <br />`o <br />FM-18X18 — — — — — <br />— — <br />.` <br />EXTEND <br />-0 6'" <br />\`Z 13' 2" <br />SLAB , 1/2" <br />4" PVC CHASEOF <br />IX <br />LL <br />SLAB <br />B' 2" <br />I <br />11 <br />I <br />i I <br />n <br />` <br />� UP T02ND FLOOR <br />iI (FIELD VERIFY <br />II EXACTLOCATION) <br />J 9 <br />I <br />— C W -, B X, 2 — — — — — — — J <br />Z I f — — — — — CWC-16X12 <br />���I <br />x22 <br />U <br />7-4r <br />23'4" Im <br />—I -XTEND CWC-16X12 7 <br />SLAB 1 1/2" I <br />LM-16X18 <br />112" <br />X-r <br />4" C0NC. <br />I V SLAB <br />I <br />�' <br />a <br />d <br />Ii <br />LL y <br />I W <br />WI <br />L <br />I � <br />I <br />—FM_18X18 <br />N § <br />I� m <br />I <br />w <br />I 4 <br />4 <br />I <br />L — — — FM-18X18— <br />--------------- <br />29'4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <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 +-ry-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 1/2" 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 DRAW WGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS, <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.MNDICATED #5 BAR, ENDICATES #6 BAR, I♦DICATES 97 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", #B -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,ODOPSF. 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)ALLCORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 6-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.5304WASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND, <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s 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, 801 EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />60 W1.4xW1.4 OVER <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 />FM-16x18 <br />I <br />CONTINUOUS <br />I <br />- <br />(2)We <br />FMC-1608 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)We <br />VARIES <br />TE-1 <br />8^ <br />SEE PLAN <br />8" <br />- <br />(1)We <br />TE-2 <br />12" <br />SEE PLAN <br />1(r <br />- <br />(2) We <br />F-2424 <br />24" <br />24" <br />12' <br />(2)W's <br />(2)We <br />+ p"-p• <br />F2.24x24 <br />24' <br />24" <br />18' <br />( <br />e <br />- 1•-0^ <br />CW-16X12 <br />18' <br />CONTINUOUS <br />12" <br />- <br />(2)#5'e <br />CWC•16X12 <br />16' <br />CONTINUOUS <br />1T <br />(2)W. <br />1 #61N CURB <br />I VARIES <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7744078 <br />FAX: 407-774.4078 <br />www.abdesWVoup.com <br />l AA 8: 0003325 <br />b <br />�Q <br />O <br />svan:v aL01! <br />ABBOTT PARK <br />LOT #34 <br />BLK. #S <br />ri� mcBLOr�r <br />-34083 <br />MODEL 00 <br />3EEB <br />"2260-ELSTON" <br />OAieAOE E11FIrNIM: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />DraDIT <br />w11/26/19 <br />•CALF: 1/4"=1'-0" <br />23mmE <br />sl <br />