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,,,-4" CONC. <br />— <br />TE-1 <br />�o a <br />c <br />ma <br />T� OP OF <br />o <br />+ <br />4" CONC. <br />SLAB <br />a <br />o <br />I <br />SLAB <br />FM-16x18 <br />�� <br />1 1 <br />1 <br />4" PVC' <br />rll <br />O <br />CHASE I <br />to <br />F _ <br />--- -- <br />FM-18x18 END <br />�I <br />SLAB 1 11Z' <br />i i I <br />LL <br />m <br />to 1 <br />v <br />FM-18x18,-+�— <br />i <br />b <br />IN <br />I <br />33'-11" <br />I� <br />1j <br />eo <br />0'-O" FIN. ELEV. <br />UP TO 2ND <br />• <br />FIN. CONC. SLAB <br />FLOOR (FIELD <br />I` #3 BARS <br />VERIFY EXACT <br />LOCATION)bo <br />I T-0" LONG <br />6 <br />; <br />W110"HOOK <br />CWC-12x12 •1 <br />18"D.C. <br />— — <br />------ <br />• <br />— — — � — � <br />5 <br />N <br />- <br />Io <br />1" PVC <br />CHASEIll <br />3 2" <br />b <br />FOR ELEC. <br />8 <br />OO <br />0 ISLANDN <br />�— <br />F�11111111,2 <br />SIM. <br />((I�`�1 v <br />FM-20x1810,-8,-8„ <br />I <br />pY <br />= <br />I 11 4 4 <br />_ <br />•1 J <br />SLAB 1 1,2 18M e ' •1 F1-24X24 FM-16x18 <br />— <br />1A 1 <br />LL 4" CONC.I I N <br />I <br />I� SLAB „ `� 6.4. bn 16'-0" F1-24X24 2,-8" <br />• I Iy .A31/2" I I c2 <br />h <br />pp <br />� <br />2 LLJ <br />bye <br />j <br />Im . <br />i FM-12x18° <br />c <br />u U <br />Ig 1A 1 <br />p U <br />LL <br />+ <br />FM-16xl8 — <br />Lis- I <br />n <br />FOUNDATION PLAN <br />SCALE: 1/4" x V-D" <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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-O'-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 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 DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.81NDICATES #5 BAR, ®INDICATES #6 BARANDICATES #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 (M5 = <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 TMS 4021602.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm . 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'-O" O/C MAX. SEE PLAN FOR WWM 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4XWlA OVER <br />GENERAL <br />1 3 1l2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12xl8 <br />17, <br />CONTINUOUS <br />18" <br />(2) #Us <br />(+)0'-0' <br />FMC-1208 <br />17' <br />CONTINUOUS <br />18" <br />(2) #6s <br />#51N CURB <br />VARIES <br />FM46x18 <br />16' <br />CONTINUOUS <br />161 <br />- <br />(2) #68 <br />+ -U' <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />16' <br />(2) #5's <br />#b IN CURB <br />VARIES <br />TE-1 <br />B" <br />SEE PLAN <br />8" <br />(1) #6. <br />#51N CURB <br />CW-12x12 <br />17, <br />CONTINUOUS <br />17, <br />(2) #6. <br />(2)*66 <br />CWC-12x12 <br />17, <br />CONTINUOUS <br />12, <br />(2) #5'5 <br />2) #69 <br />#51N CURB <br />F-24x24 <br />24" <br />24" <br />16' <br />2) #5's <br />2) #6. <br />FMC-20x18 <br />20' <br />CONTINUOUS <br />16' <br />(2) #Ss <br />VARIES <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />d N. RONALD REAGAN BI <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />1 <br />4 <br />F <br />ounDIV. da LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #7 <br />PROJffiCT <br />04181.00 -17071 <br />moDzu <br />"2371-ENSLEY" <br />GARAGE OWD90% <br />RIGHT <br />PAam: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />