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W-n" <br />SLAB <br />' TOPTOP OFq�* <br />m, <br />Lw <br />30'-8" <br />19-4" <br />`4e8y' <br />27'-2" <br />jr, <br />--- <br />TE -1 <br />----L <br />r-\\� <br />--2" <br />- <br />- <br />-FM-16X18 <br />- <br />---� <br />4'-4"`\\ <br />Y <br />3'-2" <br />11-4" <br />8'-4" <br />N <br />F2-30X301 <br />`` <br />m <br />%%\\\ <br />1 <br />'x° I <br />4" CONC. <br />SLAB <br />a: <br />w I <br />\\ <br />w <br />� <br />\\\`. <br />/- <br />/ CH SE <br />F1-30X30 <br />q <br />J a <br />\\\ <br />O , <br />9' 2" <br />V <br />,\ <br />I @i <br />j =i <br />1 <br />v i" PVC CHASE <br />- <br />fM-18X78 <br />w ci <br />`�\ <br />FOR ELEC. (� <br />EXTEND <br />O <br />`�\ <br />ISLAND <br />'T <br />SLAB 1 112" <br />1 <br />\` <br />an <br />1.1 I <br />,\ <br />D'-0" <br />`\\ T� <br />i? <br />I <br />SLAB <br />1 3.2 <br />,\ <br />\`\�,`% <br />\\ <br />Il <br />Ll%�*' Lu <br />II <br />` <br />,` <br />x <br />ml <br />\ <br />rTT-T <br />I <br />12 <br />, <br />I� <br />`,,, <br />I <br />1 <br />� <br />29-8• <br />29'-4" <br />I <br />I <br />I <br />I <br />.I <br />I <br />I <br /><V <br />T E- 2 <br />( <br />( <br />I <br />I <br />I <br />I <br />I <br />L <br />TE2 <br />1 <br />1 I <br />I <br />- - - <br />- <br />- - - <br />g <br />N <br />1.1 <br />1.1 <br />7 <br />a <br />1.1 <br />I <br />-5 1/24, <br />5 2'.3" <br />lis <br />1.1 <br />I <br />2 <br />2-8" <br />2-8" <br />5-8" <br />IU <br />ao <br />I <br />1.1 <br />18'-10' <br />10'-10" <br />I <br />EXTENDI <br />, <br />SLAB 1 112• <br />N <br />11 <br />t.t <br />L <br />16 <br />M-X18 <br />I <br />y <br />Ft-24X24 <br />.� <br />x <br />_. <br />!3 1/2' <br />U <br />FMC-16X18 <br />11" <br />Y-51'-0 <br />"CON . <br />SLAB <br />@ <br />$- <br />w <br />tFM�-1 164 <br />w I� <br />F1-24X24 <br />- FM-18X18 <br />- <br />- <br />1/2;jI. 4 <br />I <br />p <br />FM-16X18 <br />1.1 <br />LL <br />Y <br />1117-3 <br />7.8" <br />20'-0" <br />W-4" <br />13'-0" <br />50'-0" <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 />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 />11.01NDICATES #6 BAR, EIINDICATES #6 BARANDICATES #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 S 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: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, STM 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 WWM 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 W1.4xW1.4OVER <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 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-16xi8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />e <br />#51N CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />17' <br />s <br />s <br />- 8" BELOW GRD <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />- <br />(. W <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />_ <br />-0" <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />17 <br />- <br />s <br />#51N CURB <br />VARIES <br />F1-30X30 <br />3lY' <br />30' <br />12"#68 <br />(-)8"BELOW GRD <br />f2-30X30 <br />30" <br />30" <br />12" <br />(3) #Sa <br />(3) #5's <br />- 12" BELOW GIRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdasigngroup.coIn <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:813�898.2828 <br />FAX: 8134186.2802 <br />aysan► er o"" <br />SILVERADO <br />LOT #18 <br />BLK #13 <br />PROJECT# <br />03719,000-18 <br />mopsmA <br />2795-D <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 Ift DA B <br />Dw 01/3%21 <br />8CAI�:1/4"=1'-0" <br />SHEICT <br />s1 <br />