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4" CONC. <br />SLAB <br />-11 <br />4R'-W <br />17'-2" <br />16'4' <br />4'4' <br />T-10" <br />5'-0' <br />"1.,9'-8' <br />4'-6' <br />TOPOF� 14 <br />SLAB � <br />IIIIIIIIIII& <br />11 <br />11 <br />1 <br />------------------- <br />TE 1 <br />1. <br />;•16X18 <br />1 <br />FM.16X18 <br />t------- <br />IIII4"CONC. <br />I <br />SLAB¢ a <br />m <br />Iaio <br />1a-8'1 <br />Icn <br />7I <br />1m <br />.14'PVC <br />m�CHASE <br />7i <br />3'•1' <br />9.1.-3 <br />1/2"- <br />--------------� <br />EXTEND <br />1.1 <br />F TE-2 j <br />SLAB 11/2" <br />1 <br />i <br />rb <br />I xkwr- <br />i1 <br />NI <br />wl I <br />V <br />-31/21 <br />1014. i <br />2'-5" <br />11 <br />L <br />TE-2 1 <br />02 <br />I <br />1 <br />12 1 <br />m <br />I� <br />i i <br />1.1 I <br />I <br />I <br />o <br />i I, <br />o <br />,1i ,I <br />m <br />FIN. ELEV. <br />I <br />o <br />% � <br />1' PVC CHASE <br />B,L <br />FIN. CONC. SLAB' <br />I <br />�„ <br />FOR ELEC. 0 <br />„ <br />ISLAND <br />I <br />I <br />�i ° <br />I <br />It <br />tl <br />I <br />ii <br />1 I <br />I <br />i i <br />1.1 <br />I <br />It <br />2'1" <br />-- <br />- - - - - LEI ----------------- <br />I <br />�---- <br />io <br />EXTEND <br />iv <br />SLAB 1 1/2" <br />I <br />I 0 <br />I <br />1 <br />I <br />I <br />I <br />I <br />24'4' <br />20'-4" <br />1 LA <br />I <br />2 <br />I <br />I <br />1' <br />c <br />I <br />EXTEND <br />m <br />w <br />FM_16X18 <br />1 ' <br />m <br />� <br />I <br />-SLAB <br />I <br />11 ml <br />3 1/2" I <br />I <br />I <br />XI <br />6.4.* <br />s" <br />Ij� <br />1 <br />wlz 11.1 <br />I <br />I <br />I <br />voy <br />oW I <br />I <br />14 <br />4 <br />-61/2'# <br />I <br />1 I <br />11 <br />--- <br />FM-16X18 1.1------ <br />----- <br />FM-16X78 <br />----------� <br />- ----- <br />L-- <br />--------- <br />FM-16X18 <br />1' J <br />4 <br />TE-i <br />m <br />4 <br />,4. <br />8,-0. <br />V-8. <br />81.1 <br />161-0. <br />1.1 �4. <br />64' <br />6'1' <br />3'-10" <br />3,-2. <br />28'4' <br />13'-4' <br />48'-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 +-Y-O'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-U-O*, 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 />11.0INDICATES #5 BAR, E1INDICATES #6 BAR,ENDICATES #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 (05 = <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 A.C.I. 630-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, USING: F'm = <br />2,000 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Bth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x8 W 1.4xW 1.4 OVER <br />GENERAL <br />31/2' <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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF, <br />T.O.F. <br />SHORT <br />LONG <br />FM-18x18 <br />16" <br />CONTINUOUS <br />18' <br />- <br />(2)#5s <br />(.)a-O' <br />FMC-18x18 <br />18' <br />CONTINUOUS <br />18' <br />- <br />2 #Ss <br />#51N CURB <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br />2 #Ss <br />2 T. <br />(+)0'-O" <br />TE-1 <br />8' <br />SEE PLAN <br />8' <br />- <br />1 s <br />- O�0- <br />TE-2 <br />8'1 <br />SEE PLAN <br />8' <br />- <br />1 #5s <br />#6 IN CURB <br />FOUNDATION PLAN <br />SCALE: 1/4' = 1'-0' <br />6 <br />GroupL�. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.ebdeWpgroup.wm <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: 8134306.2628 <br />FAX: 8134MG-2802 <br />DRZNT <br />A10/30. <br />SCAL : 1/4"=1'-O" <br />BiIEET <br />s1 <br />