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50'-0" <br />SLAB <br />Mw <br />i I I <br />30'-8" <br />19'-4" <br />----TE1----- <br />- <br />c'-- <br />— <br />— <br />— FM-16X78 — <br />— <br />— — — <br />4'-4"``� <br />3'-2" <br />3,_2„ <br />„ <br />10'-4" <br />8".. <br />N <br />F2-30X30 <br />m <br />0, <br />1.1 <br />1O <br />4" CONC. <br />SLAB <br />O w <br />,, <br />/'I <br />/ CHASE <br />F1-30X30 <br />q <br />N a <br />`�! <br />�L <br />1 iv <br />9'-2" <br />V-10" <br />-3 1 YY* <br />z <br />�` <br />1" PVC CHASE <br />w ci <br />FOR ELEC. @ <br />EXTEND <br />15-16X18 <br />0 <br />` <br />\� <br />ISLAND <br />'T <br />SLAB 1 1/2" <br />1 <br />22'-2" <br />a____________ <br />O., <br />TOP O <br />SLAB <br />13'-2" <br />LTE-1 <br />`��\ <br />-31/2"+ Iw <br />I— <br />` <br />�I <br />I <br />12 <br />4 <br />ILL <br />o <br />1A <br />I <br />I <br />20'-8" <br />29.4" <br />I <br />I <br />I <br />.I <br />I <br />I <br />I <br />N — — — <br />T E-2 — — <br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />L---- <br />TE2 <br />I <br />g <br />iv <br />1.1 I <br />1.1 <br />7 <br />N <br />i <br />-51/2* <br />5 2'-3" <br />IN <br />1.1 <br />2,„42,�„ <br />5,�„ <br />ILy <br />3 b <br />x <br />10'-101, <br />EXTEND) <br />18'-10" <br />U <br />' ( <br />SLAB 1 1/2" <br />2 <br />v N <br />11 <br />1.1 <br />wa o <br />1.1 <br />M-l6X18 <br />I <br />o <br />y <br />Fi-24X24 <br />.� <br />m <br />4 <br />-3112" I <br />I <br />++ <br />FMC-16X18 <br />3' <br />LL <br />"CON . <br />SLAB <br />2' 0" <br />ffi <br />a I� <br />I <br />I <br />4 2 <br />1.1 <br />1'1 <br />O a <br />— <br />FM_1 18 <br />N ILL <br />T-6„ <br />I <br />3,_2„ 3_ „ <br />�r <br />FM-16X18 <br />-71/2;� 4 <br />ti <br />1'1 <br />Fi-24X24 <br />— <br />_ — FM-16X18 <br />_ _ <br />R <br />V <br />Y <br />L <br />TE-+_ <br />_ <br />,4„ <br />5,_O„ ,_4„ <br />20'-0" <br />9'_4„ <br />7' <br />50.4. <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'-O". <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 112" 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 />11.01NDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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", #8 =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 402/602.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: Fm = 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 j OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR VWVM 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 />6x8 W1.4xW1.40VER <br />GENERAL <br />312" <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-16x18 <br />i6" <br />CONTINUOUS <br />19, <br />(2)#Vs <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />16" <br />- <br />O 's <br />#5 IN CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />17, <br />(2) #66 <br />O 's <br />- 8" BELOW GRID <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />( 's <br />_ <br />(-)0'4" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />-779 <br />s <br />(-)O'-a, <br />CWC-12X12 <br />12, <br />CONTINUOUS <br />12' <br />- <br />( s <br />#51N CURB <br />VARIES <br />Fi-30X30 <br />30' <br />30" <br />12" <br />(3)#5's <br />(3)0519 <br />(-)8"BELOW GRD <br />F2-30X30 <br />30' <br />30' <br />17' <br />(3) #5's <br />(3) #5's <br />-)17' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-O" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.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: 813 386.2628 <br />FAX: 813886.2802 <br />DATE:E: lrrr 08/10/21 <br />SCALE: 1/4"=1'-O" <br />SHEET <br />si <br />