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50'-0" <br />F-ARex IT■CT8" <br />30'-8" <br />27'-2" <br />I 11L6%r <br />r <br />IF2-3OX30 <br />8'-0" <br />10'-3• <br />3'-2• <br />T-2" <br />r r4'-5" <br />m <br />1 ri <br />I m' <br />4" CONC. <br />I <br />1.1 i /r <br />r <br />w SLAB <br />~ a <br />F110X30 <br />4' PVC <br />� <br />CHASE � <br />r <br />5 10" 9 2" 4 -4" <br />1 <br />1/2" <br />+3 <br />Z <br />w I <br />1"PVC CHASE �r� U <br />FM-16X18 EXTEND <br />1 SLAB 1 112" <br />FOR ELEC. @ r r ❑ U <br />ISLAND <br />,., <br />,r LLv <br />22'-2" <br />VAT 19'4• i <br />rr <br />°7 <br />TOP OF i r <br />SLAB <br />I <br />;;r X-2" I <br />I <br />f i TE-i J <br />rr <br />rr <br />1/2" <br />I <br />%r <br />rr <br />rr <br />r r f E-1 <br />4 <br />i 12 <br />I <br />r <br />r r� <br />r <br />� I <br />I <br />i rrr <br />rr <br />,A I . <br />29'4" <br />20'-8" <br />I <br />I <br />I <br />I <br />� <br />� <br />� <br />i <br />"I <br />I <br />I. <br />1 <br />- <br />L TE-2 <br />I ? <br />1.1 <br />iv <br />_—_ —___ <br />8 <br />1.1 <br />7 <br />7-3• 5 <br />*51/2" <br />1.1 <br />5'-8' <br />2'-8" <br />2'-8' <br />2 <br />U <br />EXTEND <br />SLAB 1 112" <br />I - <br />11 <br />f� <br />FSi-1�S].e <br />I � <br />F1-24X24 <br />g <br />7-31 "41•IT-O' <br />FMC-16X18 <br />U <br />4" CONC. <br />o SLAB <br />ww <br />�, a <br />a <br />1.1X18 <br />F—F <br />_ _ FM16X18 _ F7-24X24 <br />N <br />— — — — — — — — <br />FM-16X18TE-1 <br />-0. 5,-0. <br />., <br />13'-0" 7'-8" <br />9'4" <br />20'-W <br />50'-0" <br />SLAB <br />SLAB FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />3 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". <br />1.1 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 />0 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.I71NDICATES #5 BAR, 13INDICATES #6 BAR,WNDICATES #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 #TS AS SHOWN ON THIS PLAN, UNLESS <br />I? 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 A.C.I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = <br />2,000 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />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 W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />REINF. <br />REMARKS <br />6.6 W 1..1.4 OVER <br />GENERAL <br />3 IQ" <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 I <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-i6X18 <br />16" <br />CONTINUOUS <br />16" <br />- <br />(2)#Vs <br />(+)0'-0" <br />FMC-16X18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />8 <br />#5 IN CURB <br />VARIES <br />F1-24X24 <br />24" <br />24" <br />12" <br />a <br />e <br />(-)8" BELOW GIRD <br />TE-1 <br />8" <br />SEE PLAN <br />1. <br />- <br />s <br />_ '_4" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />(-)0'-0" <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />#5 IN CURB <br />VARIES <br />F 1-30X30 <br />30" <br />30' <br />12" <br />(3) #5% <br />(3) #5's <br />(-)8" BELOW GRD <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #5'e <br />(3) #5's <br />-)12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-O" <br />LLC. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81"86-2628 <br />FAX 813486-2802 <br />�IIIIIINII <br />ammm <br />-I <br />NUBDIV. so I.OT: <br />SILVERADO <br />LOT #6 <br />BLK #14 <br />PROJECTA, <br />03719.000-06141 <br />MODEL <br />2795-B <br />GARAGE 1l11IIIdO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH E B <br />