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c=orrt <br />SLAB <br />30'-8' <br />501-W <br />F—``� <br />— <br />— <br />— — <br />— <br />— — <br />c <br />— — — — T E , — — — — —�� <br />3 <br />FIuF16X18 <br />1.1 <br />3'-2' <br />3'-2' <br />1Y4 <br />8'-4 <br />F2-30X301 <br />\` <br />m <br />�\ <br />I '4 <br />4"CONC. ° I <br />\` <br />SLAB a w <br />`` <br />I �``\ <br />4" PVC <br />CHASE <br />F1JOX30 <br />-' �• <br />m <br />` %CL <br />-3112� <br />@Z ; `` <br />7 iv <br />o <br />I J 6 \ <br />U `\\ 1' PVC CHASE <br />FOR ELEC. <br />EXTEFM-16X18 <br />1 <br />O\\` ISLAND <br />Y <br />SLAB 1 1/2"ND <br />``\ <br />'TP IF <br />SLAB <br />`\` <br />I <br />I <br />°? <br />\`� <br />in <br />F <br />�` <br />RF- <br />I <br />,` <br />4 <br />m \` <br />Ix <br />I <br />R <br />20'-8' <br />2W-4" <br />fV <br />N bo <br />in <br />I <br />I <br />I � <br />I � <br />I <br />I <br />I <br />N <br />n � <br />I 1� <br />I <br />I <br />TE2 <br />I <br />-- <br />L---- T E• 2 <br />1 <br />ti <br />1.1 <br />7 <br />I <br />5 1/2* <br />5 2*-3' <br />ix <br />,., <br />°p <br />10'-10" <br />U <br />I <br />' I <br />EXTEND <br />LLI <br />SLAB 1 1/2" <br />2a. N <br />I <br />N <br />1.1 <br />L <br />M-16X,8 <br />c <br />I <br />I <br />N <br />y <br />Ft-24X24 <br />I <br />o <br />N <br />OR <br />c <br />( <br />I <br />FMC-16X18 <br />LL <br />"CON . <br />SLAB I I <br />�LL ' <br />I� <br />4 12 <br />-`= <br />a w <br />gFr <br />" <br />I <br />-71/2* 4 <br />v <br />FM-16X,8 <br />1.1 <br />y <br />F,-24X24 <br />— — — <br />M-16X78 — — _ _ <br />LL <br />c� <br />N <br />'T <br />-LE-1 _ <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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-W, SEE SURVEY PLOT FOR NAVD. <br />S. 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 />II MINDICATES #R5 BAR, OINDICATES #6 BAR,(INDICATES #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 (#6 _ <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 95'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 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 (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-0' O/C MAX. SEE PLAN FOR W WM 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 />I REINF. <br />REMARKS <br />W.l OVER <br />GENERAL <br />3 1Y2" <br />16.6 "I-1.4 <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-16z18 <br />16" <br />CONTINUOUS <br />1(" <br />- <br />(2)#5s <br />FMCA6z18 <br />16' <br />CONTINUOUS <br />18- <br />- <br />s <br />#51N CURB <br />VARIES <br />Ft-24a24 <br />24" <br />1.. <br />12" <br />s <br />) s <br />(-)8" BELOW GRD <br />TE-1 <br />8• <br />SEE PLAN <br />91 <br />- <br />s <br />_)0•d• <br />TE-2 <br />8• <br />SEEPLAN <br />8" <br />- <br />1) s <br />_ <br />- '-0• <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />) s <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />30• <br />30" <br />12" <br />(3)#5's <br />(3)#5's <br />(-)8"BELOW GRD <br />F2-30X30 <br />30' <br />30" <br />12" <br />(3) #5's <br />(3) #5'8 <br />-)12' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" =,'-0" <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 />M <br />ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 33634862628888-2802 <br />W <br />i w <br />StMDIV. Se LOT: <br />SILVERADO <br />LOT #18 <br />HLK #14 <br />PI OJECT# <br />03719,000-18 <br />mopm, <br />2795-D <br />GARAGE 81111rING: <br />LEFT <br />PAGE <br />FOUNDATION <br />PLAN <br />IAINWH E <br />