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4 <br />o <br />iu <br />0 <br />•4" <br />18'-0" <br />J— — <br />— — <br />— — <br />— — — <br />b <br />F2-30X30 <br />c' <br />I <br />F- 4" CONC. <br />w LL SLAB <br />m <br />ya <br />e <br />lV <br />5'-10" <br />9'-2" <br />4'•4" <br />*3 1/2" <br />TFFM-16XIS <br />EXTEND <br />SLAB 1 1/2" m <br />'11 <br />fAt- I m1a _ <br />3 1/2" <br />D„ 3, 5„ <br />4" CONC. <br />SLAB <br />Oa <br />11' 0" LL <br />FM-18X18 — F1-24X24 <br />�1 <br />—TFE1 <br />_ aNf <br />HIM <br />�RI• o ////pllo /////lo R�lo R�,aR�Io 1//1�4/[1110 <br />I" 5 <br />j,4j 2'-8" <br />10'-10" <br />EXTEND <br />SLAB 1 1/2" <br />11 N <br />1.1 N <br />Fi-24X24 <br />0 <br />� FMC-18X18 <br />I Fv <br />4" PVC / <br />CHASE�� / <br />t? <br />Q <br />I <br />rn � <br />1" PVC CHASE <br />w <br />FOR ELEC. 0 <br />o Lj <br />ISLAND <br />TOP OF <br />SLAB <br />a <br />X-7 I <br />LE-1 <br />J <br />b <br />L12 in <br />m <br />i" <br />I <br />�I" LL <br />20'-8„ I 4 4 <br />tV n <br />I <br />I <br />I <br />I <br />I <br />o I <br />— — — TE2 — — — — J <br />�•51/7' I <br />W <br />a I <br />O <br />UI <br />�ILL <br />m I <br />---4 4:71/7---- <br />1' FM-i6X18 <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. <br />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,GINDICATES #5 BAR, GINDICATES #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", #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 402/602-16, 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 j OF SLAB SUPPORTED <br />T-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, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.1-1.4 0VER <br />GENERAL <br />3 1/7' <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 />IS, <br />- <br />(2)#5's <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18 <br />- <br />(2)jig's <br />#51N CURB <br />VARIES <br />Fi-24x24 <br />24" <br />24" <br />17' <br />(2) #Us <br />(2) #5's <br />-)8" BELOW GRD <br />TE-1 <br />w <br />SEE PLAN <br />8" <br />- <br />(1) #5!. <br />TE-2 <br />B" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />F1.30X30 <br />30" <br />30" <br />1T <br />(3) #5's <br />(3) #5's <br />(-)8" BELOW GRD <br />F2-30X30 <br />39' <br />30' <br />17' <br />(3) #5's <br />(3) #5's <br />- 12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />A R C M IT / C T It <br />_ Design <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abCealgngroup.mm <br />A1#:0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />439 BEAUMONT CENTER BLVD. <br />6UITE 1004 <br />TAMPA, FLORIDA 33634 <br />5 <br />1PH: 8134386.262a <br />FAX 813S862802 <br />�engn�� <br />SLJHDIV. & LOT <br />SILVERADO <br />LOT #9 <br />BLK #16 <br />[PROJECT# <br />03719.001-09161 <br />MODIM <br />2795-F <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 PH W. <br />