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TE-1 <br />25'-2" 3'-6" <br />4" CONC. I <br />TOP OF <br />�I a SLAB I <br />SLAB zo <br />� <br />11 � <br />I I <br />FM-18x18 <br />FM-18x18 <br />pm <br />EXTEND <br />4 i I <br />SLAB 1 12" <br />1A 1 I <br />I <br />I I <br />i <br />1 <br />I I II <br />I <br />I <br />!, <br />�I <br />•I <br />III <br />k <br />�I• <br />r <br />°? <br />N <br />I — CW-12x12 <br />7 <br />~j+ <br />F- 42 x24 13'-V' I i <br />11 <br />4" PVC i <br />m <br />Im <br />CHASE <br />A0' <br />OF I I <br />W <br />0TOP <br />SLAB ELEC. CONDUIT II <br />m1 <br />FOR KITCHEN I <br />u' I <br />O ci <br />� <br />I? <br />ISLAND I ;� <br />O <br />1 <br />9 a <br />14'-9" 8•_5" 2'_4" 1 1 <br />4'-r <br />IL 0 <br />3n <br />1? <br />UP TO ZNO FLOOR I <br />1 <br />ro <br />ui <br />(FIELD VERIFY I <br />• <br />EXACT LOCATION) <br />1 <br />( <br />8 ii <br />I <br />4'-2" <br />12'-0" 13'-8" <br />EXTEND <br />11 <br />• I F-24x24 <br />r, <br />— <br />—-F-24x2 <br />1- <br />SLAB , 1/2" <br />I <br />• <br />L <br />CWC-12x12 <br />J <br />i <br />I I <br />_— <br />�I I <br />*51/2" 8 �I <br />5 <br />19 <br />b <br />�II <br />UI 1 <br />1 <br />10'•4" <br />6'-0" <br />13'-4" <br />m <br />ILL <br />116 <br />,31;2, �1 <br />q <br />iv ci <br />1 EXTEND <br />1 a <br />g <br />SLAB 1 12" <br />' <br />I O I <br />y <br />SIM. <br />FM•18x18 <br />J <br />`--_� <br />2 1A <br />a • <br />4 4-7 12„ 4 <br />Y <br />N 3'-0" <br />FM-16x18 <br />v <br />FM- id8 <br />1'-4•' 7• O" ,'-4" 2'_(Y 16'•0" TZ-011 <br />20'-0" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4 - 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 +-9•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 />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />, 10NDICATES #5 BAR, ®INDICATES #8 BAR,ONDICATES 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 900 <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 2,000 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 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 40ZISQ-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602.16, 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'-0" 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, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 WIA.W1.4 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-02x18 <br />12" <br />CONTINUOUS <br />16, <br />(2) #5's <br />FM-16x18 <br />16" <br />CONTINUOUS <br />IS, <br />- <br />O #ft <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />16, <br />(2)#Vs <br />VARIES <br />CW-1202 <br />12" <br />SEE PLAN <br />12" <br />- <br />(2) #Vs <br />CWC-1202 <br />12" <br />SEE PLAN <br />12" <br />- <br />12) 's <br />VARIES <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />- <br />(2) #5s <br />F-24x24 <br />24' <br />24" <br />12- <br />( #6's <br />( <br />TE-1 <br />e" <br />SEE PLAN <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-77"078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />n <br />aK <br />S <br />6 <br />BLTHDIV. Aa LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #11 <br />PROJmCT <br />041 1.00 -12 11 <br />UODMLe <br />3EFB <br />"2447-ROBIE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 H E C <br />