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FOUNDATION NOTES <br />2'-1" 101-0" 1T-7" <br />TE-1 <br />4 <br />w SLAB <br />TOP OF <br />SLAB <br />EXTEND <br />4'-0" <br />SLAB i 1/2" 1T-9' <br />12'-8" <br />9 <br />I - <br />4 <br />i� <br />,•yam; <br />r i� `-4" <br />°o <br />PVC CHASE <br />X <br />H <br />TOP OF <br />� <br />SLAB <br />u <br />2T-8" i i <br />8,4' <br />z <br />g <br />O <br />O <br />ono <br />I <br />`� <br />lV <br />I Zak <br />�' Oil = <br />oil W m <br />= <br />UP TO 2ND FLOOR w �� U <br />g _g(MELD VERIFY WII Y' <br />EXACT LOCATION) oil <br />4 I <br />y <br />I9 a�LL <br />I <br />Q <br />b 1.1 <br />I- — — — — — CW-18X12 <br />N <br />r II <br />F-2 x24 <br />op <br />7.-g,' <br />I <br />—23'4' <br />CWC� <br />•18X12 <br />g EXTEND <br />I. SLAB 1 112" <br />1.1 <br />'+ 5112" _ <br />FM-16X18 <br />EXTEND <br />SLAB 1 1/2" <br />I I <br />(1.,., " <br />14T <br />30 g„ <br />m <br />4" CONC. <br />°' <br />I <br />SLAB <br />I <br />to <br />in <br />a <br />Lj <br />Ig <br />W <br />aOw <br />m <br />io <br />ip <br />�• I <br />LLI <br />SIN. <br />1A 2 <br />I <br />a I <br />N <br />FM-i8X18 i <br />1.1 1.1LL_ <br />4 <br />1A <br />— FM-16X18 <br />21'-8" <br />8'•0" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <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 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 12" 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 />WINDOWHDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />l l.ONDICATES #5 8AR, UNDICATES #6 BAR, EDICATES #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 />3(", #6 =361, 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 CrOP 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 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />IS. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN 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 WNI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />616 Wl AxW1.4 OVER <br />3 12" <br />6 MIL VAPOR <br />COMPACTEDFILL <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 />16' <br />CONTINUOUS <br />16, <br />- <br />(2)#5's <br />`MC-16x18 <br />16" <br />CONTINUOUS <br />IV, <br />- <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#6,l <br />TE-2 <br />12' <br />SEE PLAN <br />10' <br />- <br />(2) #5's <br />F-24x24 <br />24" <br />24" <br />1T <br />(2)95's <br />(2)#5's <br />F2-24x24 <br />24" <br />24' <br />16, <br />(2)05's <br />(2)#5% <br />CW-16X12 <br />16" <br />CONTINUOUS <br />IT <br />(2j #5's <br />CWC-16X12 <br />16'. <br />CONTINUOUS <br />12' <br />- <br />(2}#5's <br />1 #51N CURB <br />VARIES <br />Fi-30X30. <br />30' <br />3T <br />12' <br />(3)#5's <br />1 (3)#5t <br />1 <br />(-)0-8" <br />Fi-24X24 <br />24" <br />24"1 <br />12' <br />1 (2)#Ss <br />1 (2)#5s <br />I <br />I(_p, <br />1441, N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407.774.6078 <br />FAX: 407-774,4078 <br />www.abdesi8ngroup.mm <br />k AA #: 0003325 <br />q <br />b <br />s�� <br />x <br />d <br />fill <br />�$ <br />I oxnsDxv. a Lam <br />ABBOTT PARK <br />LOT #40 <br />BLK #7 <br />PROJECT#1 <br />04181.000-40071 <br />HoDE1A <br />3EEB <br />"2260—ELSTON" <br />GARAGE 15WING3 <br />LEFT <br />PAGE, <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />2 <br />Dw1E, 09/21/21 <br />scALE: 1/4"=f-0" <br />1I3EE T <br />s i <br />