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FOUNDATION NOTES <br />EXTEND - <br />SLAB 1 1/2" <br />70'-R" <br />17'-7" <br />TE-1 <br />F-10 <br />— — <br />3,$„ <br />28,_2„ <br />" <br />4" CONC. w <br />TOP OF <br />SLAB O w <br />SLAB <br />�I <br />y a <br />I� <br />O <br />I <br />` \� <br />FM-16X18 — — — — — <br />— — <br />— <br />�\ <br />EXTEND <br />6'-4" <br />\` 13'-2" <br />SLAB 1 1/2' 10' 2" <br />I <br />I <br />I <br />I°> <br />4" PVC CHASE J �z;� <br />x <br />m <br />a� <br />g <br />Pip <br />OF <br />W <br />SLAB <br />R 10 <br />I, <br />II <br />UP TO 2ND FLOOR <br />i <br />(FIELD VERIFY <br />EXACT LOCATION) <br />11 <br />L------� <br />F-24I—r <br />I <br />CWC-,6x,2 <br />7 8" <br />23 +1" <br />— ——cWc-laxlz <br />X <br />3 m <br />—EXTEND <br />SLAB 1 1/2" <br />LFM-IPX18 <br />— 5112" <br />v <br />I 14'-8" <br />6'-4" <br />6 T-5" L 3'-7" <br />4" CONC. <br />°J SLAB <br />I <br />I <br />� <br />� W <br />aW <br />to <br />U <br />I W <br />fI <br />W <br />L <br />0 � <br />—FM_18X18 <br />N <br />� <br />I� <br />I <br />I� <br />I <br />I 4 <br />4 <br />,., <br />1.1 <br />L — — — <br />FM•16X18 _ <br />J <br />'-4" <br />5'4" <br />-4" <br />2'-10" 16'-0" <br />V-10" <br />8'-0" <br />21'-0" <br />29'-8" <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 +-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 10 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 />WINDOWgDOOR 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,. MNOICATES #5 BAR, 31DICATES #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 ALL ALLOWABLE <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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021802-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />I B. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR VWMM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />816 W1.4zW1.4 OVER <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 />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-i6z18 <br />161 <br />CONTINUOUS <br />18" <br />- <br />12) #5's <br />FMC-18z18 <br />16, <br />CONTINUOUS <br />19, <br />- <br />(2) #5's <br />VARIES <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />-)0'6' <br />TE-2 <br />IT <br />SEE PLAN <br />10" <br />- <br />(2) #5's <br />F-24z24 <br />24" <br />24' <br />12, <br />(2) #5's <br />(2) #Ss <br />F2-24z24 <br />24" <br />24" <br />16, <br />(2) # 's <br />(2) #5's <br />CW-18X12 <br />16" <br />CONTINUOUS <br />1T <br />- <br />(2)#5's <br />(+)0l-0'. <br />CWC-18X12 <br />1@' <br />CONTINUOUS <br />17' <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />F1-30X30 <br />1 30' <br />30' <br />F1-24X24 <br />1 24' <br />24" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abd#elgngroup.mm <br />L AA #: 0003325 <br />� <br />qh <br />4 <br />ppa(( <br />p <br />o <br />O <br />gS <br />O <br />mmv <br />ABBOTT PARK <br />LOT #10 BLK #13 <br />PHASE: 4B <br />PROJECT# <br />04181.04B-10131 <br />MODEL" <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8wDdG1 <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP" C <br />29 <br />ROLMD A ABOUCHAM <br />L AR NO 9V= j <br />pptlNT <br />DATM 10/26/21 <br />aCAIX. 1/4"=1'-0" <br />aitEET <br />S1 <br />