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50'-C" <br />19'-4" <br />30'1" <br />18'-0' <br />27'-7' <br />— — <br />_l <br />— — <br />TE1— <br />_ — — <br />b <br />H <br />r <br />I <br />— — <br />— — FM-16X18— <br />IF2.30X30 <br />'-10' <br />4'-6" <br />10'•4" <br />„ 3,_2" <br />„ 3'-2" <br />/, 4'-4" <br />X <br />1 <br />So <br />� <br />4" CONC. <br />w <br />W LL <br />SLAB <br />I ~ <br />y a <br />a <br />F1-30X30 <br />4" PVC <br />CHASE / <br />CL <br />llll i <br />4'4" <br />1 <br />_I <br />1" PVC CHASE <br />O <br />I <br />W <br />O <br />*-31/7, <br />---—FM•i6X18 ---- <br />EXTEND <br />FOR ELEC. 0 <br />���� <br />o ci I <br />1 <br />SLAB 1 1/2" Y <br />ISLAND <br />i <br />O <br />I 11 <br />I <br />22%Z' <br />TOP OF <br />SLAB <br />TE-1 J <br />�I *:31/2' <br />%�i <br />ILL <br />I <br />� <br />4 <br />wil <br />I <br />1.1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />� <br />TE2 <br />N <br />I <br />I <br />I <br />I <br />I <br />I, <br />I <br />I <br />TE-2 <br />----J <br />1.1 <br />7 <br />0 <br />5 <br />*-51/2" <br />I <br />I . <br />EXTEND <br />SLAB 1 1/7 <br />11 <br />I <br />y <br />I <br />I •31/2" <br />Fi-24X24 <br />4 <br />� I <br />xw <br />3'_5" <br />FMC-16X18 <br />U <br />4' CONC. <br />SLAB <br />2'-0" <br />#IMI-X18 <br />4' <br />m <br />3'-O" 3'•7' <br />7'-6" <br />�� <br />4-7112" <br />FM-18X18 <br />_ _ <br />Ft-24X24 <br />_ T E -1 <br />_ ; r N <br />J <br />H. <br />— <br />— — <br />1' i <br />— <br />FM-16X18 — — <br />— — <br />' <br />7'-8" <br />I T-0" <br />9'4" <br />20'•0" <br />50'-0" <br />SLAB <br />010TO0P OF <br />A <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'-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 />WINDOWIDOOR 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.OINDICATES #5 BAR, E1INDICATES #I6 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 8) 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,OD0 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 } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WNV A 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 />I REINF. <br />REMARKS <br />616 WIAIW1.4 OVER <br />GENERAL <br />3 1/2, <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />LONG <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />(2) #Ss <br />- <br />No. -a' <br />FMC-16k18 <br />16" <br />CONTINUOUS <br />18" <br />(2) #5's <br />#51N CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />- <br />(-)8"BELOW GRD <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />F(2)'s <br />(1)#5's <br />(-)0'_4"TE-2 <br />8" <br />SEE PLAN <br />1.(1)#5's <br />()0' 0'CWC-12X12 <br />17, <br />CONTINUOUS <br />12" <br />(2)#5's <br />#51N CURB <br />VARIES <br />F1.30X30 <br />30" <br />30' <br />1'(3)#5's <br />(-)8"BELOW GRD30' <br />17'(3) <br />#5's <br />- 17' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />GrouFn. <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.mm <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: 813S86.2628 <br />FAX: 8134386.2802 <br />ININM <br />aiuiaiw� <br />BtmDIV. & LOT: <br />SILVERADO <br />LOT #7 <br />BLK #16 <br />PROJECT#4 <br />03719.001-07161 <br />MODEL <br />2795-D <br />GARAGE BVWG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />15 H <br />DIM. O6/09/21 <br />SCALE: 1/4"=1'-O'* <br />SHEET <br />si <br />