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4" CON <br />SLAB <br />S V-0" <br />FM•16368 F I— — <br />b <br />4" PVC <br />``.\`CHASE <br />@i <br />7 <br />O <br />N <br />``\ <br />w <br />U <br />13'-2" `\\ <br />L TE-1 <br />% <br />c <br />-3 lv..� Iw <br />% \\ r <br />I <br />Fm <br />TE-1 <br />12 <br />N <br />I ' <br />I <br />m <br />I^ <br />ILL <br />1 <br />1.1 <br />^ <br />c <br /><V <br />I 20'-8" <br />N <br />11 <br />I <br />I <br />I <br />Iin <br />- <br />I <br />I <br />I <br />TE-2 <br />-5 112* <br />1" PVC CHASE <br />FOR ELEC. <br />ISLAND <br />8'-1D• <br />0'-0" <br />TOP O0 ;? SLAB % <br />_ _ L_TE-2 — <br />o----TE1-----�. <br />`V F2-30X30 <br />4" CONC. m H; <br />�q SLAB a lu ro <br />Ow r1 <br />a <br />��., 9._2" 5._10,l <br />v -3 112 <br />EXTEND FM-16X18 c <br />_Y SLAB 1 112" i <br />'A 1.1 I iv <br />2Y-Y <br />I <br />m <br />4 <br />I <br />� <br />.1 <br />I <br />o <br />I <br />� <br />I <br />I <br />N <br />in <br />-1a <br />18'-70" <br />10 _t0 <br />SLAB <br />�N <br />M-16X18 <br />j1/2' <br />F1-243 <br />x <br />1/2" <br />1, <br />FMC-16- <br />I <br />SLAB <br />r-0' <br />9-0' r� <br />I� m <br />2 <br />4 4 <br />1.1 <br />1.1 <br />a a: <br />O a <br />FMM=1 18 <br />vi ILL <br />7' 6" <br />-7 1/2 <br />4 <br />U� <br />FM-i <br />1.1 <br />y <br />Ft-24X24 —— <br />— — <br />— — FM-16X18 <br />I— — — — <br />N <br />'v <br />--- <br />T E-1 <br />lk <br />L <br />20'-0" <br />9'4" <br />Tom" 13'1" <br />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 +-0'-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 />B. 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, EIINDICATES #6 BAR,NNDICATES #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 =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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OWS" <br />MORTAR, ASTM C476 GROUT (3001) PSI), UNITS LAID IN 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 VWNM 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 WIAIW1.4 OVER <br />GENERAL <br />3 1/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />VIDE CORNER BARS, SAME SIZE QUANTITY FOIII OTING SCHEDULE <br />PROVIDEG EACH WAY. <br />ARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />-16x18 <br />16' <br />CONTINUOUS <br />19, <br />- <br />(2)#Ts <br />_ <br />(+)0'-U' <br />C-16x18 <br />16' <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />-24x24 <br />[TE-1 <br />24" <br />24" <br />12' <br />(2) #5's <br />(2) #5's <br />- <br />(-)8" BELOW G <br />9' <br />SEE PLAN <br />9' <br />- <br />(1) s <br />- <br />(-)0'4" <br />TE-2 <br />8" <br />SEE PLAN <br />9* <br />- <br />(1)#5'sC-12X12 <br />17' <br />CONTINUOUS <br />12, <br />- <br />() 's#51N <br />CURB <br />VARIES <br />_30X30 <br />30' <br />30' <br />12, <br />(3)#Ss <br />(3)#5's <br />(-)8BELOWGRD <br />-30X30 <br />I 30' <br />1 30' <br />12' <br />(3)#5's <br />(3)#5's <br />-)12'BELOW GRD <br />FOUNDATION PLAN <br />SCALE: iW' = 1'-0" <br />\R i <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <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: 8l=. 2628 <br />FAX:. <br />BUBDIV ae w7 <br />SILVERADO <br />LOT #13 <br />BLK 15 <br />PROJECT* <br />07 - 1 <br />MOP'EL• <br />2795- D <br />GARAGE BITING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 ^ EAN B <br />