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29'•8" <br />TE-1 <br />_ _ <br />3'-6" 25'-7' <br />I <br />a <br />0'-0" <br />TOP OF SLAB <br />4" CONC. ul <br />SLAB 1� <br />o <br />m <br />11 <br />hWX <br />M <br />3 <br />' <br />I <br />FM-16x18 <br />j- FM-16x18 <br />END <br />}}} <br />j <br />4 1 <br />1 1 <br />SLAB 1 1/2" <br />ill- 1A <br />m <br />I N <br />i i <br />I <br />a <br />Im <br />f F <br />�1 <br />�i <br />! 9 �I <br />I <br />CW-1112 <br />N <br />r <br />11 <br />1 <br />1 i 13'-6" <br />15.8" <br />PVC <br />m <br />I� CHASE <br />•,AG <br />E <br />ml <br />m <br />I TOP OF <br />it <br />fo <br />iI ELEC. CONDUIT SLAB <br />w <br />OU <br />I� <br />aexxexc=_ xxxxxxxxxxx—s <br />I FOR KITCHEN <br />I <br />O O <br />I I ISLAND <br />a <br />� <br />14,_2„ <br />A <br />1 <br />LLR <br />I 2,_4" 8,_8„ <br />m <br />1 <br />UP TO 2ND FLOOR <br />I <br />1A <br />• <br />(FIELD VERIFY <br />1 <br />� EXACT LOCATION) <br />I <br />11 <br />13'-6" 12-0" <br />4'•2" <br />EXTEND <br />F-24x24 <br />SLAB 1 112" <br />—'�_ <br />F 24x24 <br />— <br />— <br />r <br />1 <br />. <br />L <br />'F-1 <br />CWC-1Dc12 — <br />N 6 *5112" <br />. <br />5 <br />3 0" <br />Iy3� <br />1 <br />Ic1 <br />1 <br />t3'4' <br />0„ <br />10.4, <br />m <br />N <br />Im 1 <br />I <br />gl <br />$3112, <br />Ig ) W z <br />w <br />a.. 11 1 <br />I <br />END <br />1 <br />la OJ IO UmI <br />SLAB 11/2' <br />to 2 <br />rn 1`— <br />L <br />FM-18x18 <br />SIM. <br />I 4 *71/2" 4 <br />3._3., <br />3%5" "- a <br />o <br />3 0 iv <br />FM-16x18 <br />FM-72x18 <br />a <br />2.0" 16'-0" 2'-0" 1'-4" 7' (Y' 1'-4" <br />20'-D" 9'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 114 = V-0" <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 +4-0", 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 />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 />11.13INDICATES #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 9W <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", 06 =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 402r(602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602.16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />1S. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-O" OIC MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 781 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />8x6 W1.4xWIA OVER <br />GENERAL <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-12x18 <br />17, <br />CONTINUOUS <br />19, <br />- <br />(2) #Ss <br />FM-16x18 <br />16" <br />CONTINUOUS <br />I&' <br />- <br />O s <br />- <br />FMC•16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />VARIES <br />CW-12x12 <br />12' <br />SEE PLAN <br />12" <br />- <br />(2) 's <br />- <br />+ 0"-0" <br />CWC-IZ112 <br />12' <br />SEE PLAN <br />12" <br />- <br />(2)#5's <br />VARIES <br />TE-2 <br />12, <br />SEE PLAN <br />9' <br />- <br />(2) <br />F-24x24 <br />24" <br />24" <br />12" <br />l s <br />) '8 <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(2) #5's <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 J <br />lb <br />munDiv. as LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />IFROJW" <br />04181.00 —03131 <br />MOD= <br />3EFB <br />"2447- ROBIE" <br />OARAGIN 91WngG: <br />LEFT <br />PAZZ: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />u U11 <br />0 <br />DATE: 06/14/21 <br />eCAUC: 1/r <br />SHMMT <br />s1 <br />