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48'.0' <br />15'4" 1T-2" <br />4'-6" <br />T-8^ 1'4" <br />5'-0" <br />T-10" <br />�4^ <br />'4 <br />TOP OF <br />SLAB <br />----� <br />------------------- <br />TEA- <br />----- ------ <br />-`"--, <br />3--- 1-FM-16X18 <br />I <br />r 1 FM-16X18 <br />ii <br />I <br />I <br />1A <br />I <br />I <br />4" CONC. <br />• I ?q <br />w l <br />w SLAB <br />I t4 <br />i i <br />1 <br />N, <br />I Ij <br />I <br />I <br />I <br />LLI <br />I <br />1 <br />I � <br />1.1 <br />W i <br />I <br />I <br />I <br />4" PVC it i <br />9'.2" 3'_7" <br />I CHASE <br />31/2" <br />I <br />I ii <br />I <br />I <br />13'-8" <br />I <br />i <br />-- ------------ ------ <br />ii <br />;{ <br />1 <br />FM-XTEN <br />ii <br />I <br />L1� � <br />.1 EXTEND <br />1 <br />SLAB 1 1/2" <br />1 <br />i <br />• 94',1 eo' I <br />11 <br />1 <br />I Iw <br />131/2 i <br />a <br />ail <br />J <br />2'-5" <br />10' -9" <br />I <br />I <br />r TE-2 <br />1, <br />mI <br />72 <br />+ <br />ml <br />I <br />ii <br />i <br />n <br />, <br />I <br />I <br />ie i <br />b <br />0'-0" FIN. ELEV. <br />FIN. CONC. SLAB <br />1" PVC CHASE <br />I <br />FOR ELEC. f <br />ISLAND II W <br />1 <br />I <br />ii i i <br />I <br />I <br />I 1 <br />ii <br />1 <br />1, <br />ii <br />1 <br />I <br />34'-10" <br />I T-2" <br />I <br />It i <br />1 <br />1 <br />I15-6" <br />b <br />2'-8" <br />5'-8" <br />----� <br />-------------- TE1 --- <br />I <br />1/2" EXTEND <br />.03 <br />I <br />I <br />SLAB 1 1/2" iv <br />I <br />I <br />I <br />I <br />o I ' <br />I <br />I <br />I <br />I <br />�I ur <br />5 <br />I <br />I <br />I <br />' <br />.1 <br />I <br />1 <br />20'.4" <br />24'-4" <br />V4" I <br />I <br />� <br />I <br />EXTEND <br />I <br />SLAB 1 1/2" FM-18X18 <br />n <br />a <br />X I <br />I <br />I +-31/z^ <br />11 <br />J <br />LL <br />IX <br />I <br />I <br />t• I � m <br />I� <br />I <br />b <br />w� <br />i LLOa Uyn <br />ILL <br />I <br />e <br />I <br />I <br />11 <br />I <br />I <br />I <br />* 1/2" 4 <br />4 I <br />A FM-18X18 <br />--------- <br />--J ----- - <br />L---- FM-18X18 <br />------ <br />-----------1. FM-18Xi6 <br />----- <br />- 1.1 <br />- <br />T - <br />4 <br />4 <br />3'_2" <br />T-10" <br />6.4" <br />6'4" <br />,z <br />1.1 78,-0" <br />1.1 <br />1'.8" <br />81-0" <br />13'4" <br />28,4„ <br />48'-0" <br />,,r-4C SLAB <br />z <br />U D <br />70 <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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + V-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.EIINDICATES #5 BAR, OINDICATES #6 BAR,ttt1NDICATES #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", #6.361, 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 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 #5'3 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 (30D0 PSI), UNITS LAID 1N RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j 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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W" -1.4 OVER <br />GENERAL <br />3 117' <br />S MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' <br />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-16x18 <br />'I6" <br />CONTINUOUS <br />18' <br />- <br />(2)#5'e <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />16" <br />- <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />(2) #Ts <br />(2) % <br />_ <br />(+)0"-0'• <br />TEA <br />8" <br />SEE PLAN <br />91 <br />- <br />(1)W. <br />- <br />(.)D•-0' <br />TE-2 <br />8" <br />SEE PLAN <br />1. <br />- <br />1)#6 IN CURB <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />LLO. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeWgnBroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813486.2628 <br />FAX: 813b862802 <br />