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le 3'-6" <br />I IL!jl 11-111 1 1 1 <br />— — — TEl <br />F2-24X24 F2-24)(24 -1018 <br />3 <br />z <br />F <br />w 4" CONC. <br />SLAB <br />31/2* <br />1 lIr--1 mi Iii I I FIF-1 <br />:m <br />T-0" 4'-4" 9'-2" 4' PVC <br />CHASE <br />:m <br />-Z <br />+( <br />7 <br />'o" 3'1' <br />TOP", TE- <br />SLAB <br />o <br />2 z <br />0 <br />0- <br />LU <br />9 <br />9 <br />3 1/2*� <br />x VPVCCHASE <br />FOR ELEC. TE-1 <br />ISLAND <br />c� <br />9 <br />23'-6" 16'.6" <br />r4 <br />yl <br />TE-1 <br />EXTEND <br />SLAB 1 117 �j <br />TE-1 <br />—J/- <br />2 - " L 4' <br />.8 -1W <br />5'.4" -81, <br />71 -3 11Z <br />—EXTEND <br />�o <br />SLAB 1 irz, <br />FM-16X18 <br />Lo <br />Co IN <br />Lu <br />SLAB 0. XI <br />wl 8-- <br />0 (L 4'-6" <br />-3 1/2:;j� 1 1 1 — <br />L -03 IJ—L a w <br />XI <br />-51/2" <br />FM�16X 18 <br />�M-16�18 <br />41�IFMC <br />FMC-16X18 <br />�16X <br />. . . <br />1-1&-��VEW <br />2'-T' <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 -4-01'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERVASE. <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 />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 />11.13INDICATES #5 BAR, MINDICATES #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 WTH 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 />16. 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 TIMIS 402/602-16, USING: Pm = 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-O" 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 />DOWEL LECIEND <br />13 8-x8' rlASONRY COLLM <br />LI.V (2) 'S'S AM <br />DESIONED TO BE <br />PLACED N CONTACT <br />WITH THE INSIDE Or THE <br />NTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN W/ 'S DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLA13 <br />I THICKNESS <br />I REINF. <br />REMARKS <br />Wl.4xWl.4 OVER <br />G ENERAL <br />1 3 JrZ. <br />16.6 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 01' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />TO,R <br />SHORT I <br />LONG <br />FM-16X18 <br />16" <br />CONTINUOUS <br />181, <br />(2) #6s <br />FMC�1608 <br />1611 <br />CONTINUOUS <br />181, <br />(2) #5's <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2) #5's <br />TE-1 <br />81, <br />SEE PLAN <br />81. <br />#51NCURB <br />F1-30X30 <br />301, <br />39' <br />12" <br />73) —#5S <br />F142X42 <br />421 <br />iz, <br />—F3) —#6s <br />79TWs— <br />F2 —24X24 <br />24" <br />___42" <br />24" <br />12" <br />(2) #6S <br />7) #9 7- <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-9' <br />A It C III IT E C T 8-1 <br />6 <br />GMS0ir.ta I n <br />.2c.- <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />p <br />rsxmDlv. & V0,74 <br />SILVERADO <br />LOT #3 <br />BLK #10 <br />PROJECT# <br />03719.001-03101 <br />MODET- <br />"2045-LANTANk"_ <br />(;AR.&GZ SWINCII: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />L PLAN <br />150 MPH EXP. B <br />1 2 <br />F-PRINT 08/18/21 <br />DATE: <br />scAmc: 1/4"=1'-0" <br />SHEET <br />si <br />