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AA'.[V' <br />4" CONC. <br />SLAB <br />0 <br />z <br />0 0: <br />Ik- <br />17'-2" 15'-6" <br />4'4" <br />T-I(Y' <br />V-01. <br />V-4", <br />91-81, <br />4'-6" <br />3'6" <br />nil <br />'FM-1 <br />TE-1 <br />6-X 78 <br />FM-1SX18 <br />3 <br />4" CONC. <br />SLAB <br />4" PVC <br />10'//-CHASE <br />w , <br />3--l" 9'-2" T-11" <br />-3 1/2" <br />- - - <br />-�M-36 1i <br />tEXTEND <br />T-8" <br />TL-2- j <br />r <br />SLkB 1 1/2" <br />36.x <br />1, It, <br />op <br />ail <br />, I0 <br />.31/ <br />%-2 1 <br />r12 <br />t <br />7 <br />0'-LFIN <br />7ff <br />Nlk 1" PVC CHASE <br />FOR ELEC. 0 <br />ISLAND <br />Vy. <br />13'-2" <br />34'-Ia' <br />e2 <br />--- <br />- - - - LE-1 - - - - - - - - - - - - - - - - - <br />-3 11Z <br />E 1 XTEND <br />SLAB 1 1/2" <br />0 <br />r5-,\ <br />7 <br />W <br />IT-TI <br />24'-4" <br />20'-,V' <br />lip <br />r-EXTEND <br />r. FM-16X18 <br />2 <br />.3 11Z <br />_ <br />!2 5-5" <br />24"X24"X12" CONC. <br />. <br />FTG. W/ (3) #5 <br />c <br />0 <br />z <br />z <br />0 1 <br />0 <br />REBARS EA. WAY <br />ED U a, <br />ON CHAIRS MIN. 3" <br />/-4 <br />ji3 <br />24"x24"x12" CONC <br />FTG W1 (3) #5 REBAR� <br />COVER <br />116X18 t <br />-5 1/2' <br />EA. WAY ON CHAIRS <br />FM-16XI8 <br />MIN. 3" COVER <br />L <br />4 <br />FM-16X18 <br />JII --goll I <br />4 <br />'-4" <br />8--V 4"" <br />�--4-' <br />16--0" <br />)'4' 4'-4" <br />T-10.1 <br />3'-2" <br />13'4" <br />�d <br />48'4' <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'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. <br />6. 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 />I I.MINDICATES #5 BAR, MINDICATES #6 BAR,IIIIINDICATES #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 i BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (95 <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 TMS 402/802-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 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-0" 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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xWIA OVER <br />GENERAL <br />3 1-' <br />MILVAP.R <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDEC NER BARS, SAME SIZE QUANTITY AS BARS 11 FOUNDATION. WITH 3(Y'UEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNE-SS <br />BOTTOM REINF. <br />TOP REINF <br />T.O.P <br />SHORT <br />LONG <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />(2) #5's <br />#5 IN CURB <br />VARIES <br />F-2424 <br />L4 <br />2 <br />12' <br />(2)068 <br />(2) #5's <br />TE�i <br />8" <br />#66 <br />TE-2 <br />8., <br />(1) #vs <br />#5 IN CURB <br />FOUNDATION PIAN <br />SCALE: 1/4" = V-0" <br />LLAL <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.com <br />L AA #: 0003325 1 <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: 8:' 26'8 <br />FAX: = I <br />"i <br />stmDrv. & WIM.4 <br />SILVERADO <br />LOT #7 <br />BLK #10 <br />P <br />ROJECT# <br />03719.000-07102 <br />MODICIL9 <br />2368-B <br />GAHAGE OVING. <br />i'AGM: LEFT - <br />FOUNDATION <br />PLAN <br />150 MPH EXP. <br />