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MMy <br />3A'1i" <br />28'-8" <br />3'-4" <br />15'_10" <br />9,$" <br />9'_8" <br />,_4„ <br />36- 2T' <br />TOP OF <br />`_Q <br />SLAB <br />°f <br />io <br />— 1 <br />— — — — FM-IFX12 <br />FM-12X18 — <br />1A <br />4 4" CONIC. <br />SLAB <br />N <br />�\ <br />F-24X24J <br />a� <br />0w <br />g <br />\ <br />1 �_0�• +_3 1 /2" <br />\` <br />r <br />10'-0" <br />I \`� <br />10 <br />1.1 <br />\ <br />EXTEND FM-12X18 <br />/-4„ PVC <br />SLAB 1 1/2" <br />1�1 <br />. / CHASE <br />1A <br />I <br />I <br />I <br />I <br />\\\ <br />N <br />TOP OF <br />I <br />SLAB <br />IN <br />Ii <br />I <br />\ <br />\ <br />\ <br />\ <br />d <br />to <br />1 <br />_ <br />I <br />I <br />I. <br />I <br />*5 1/2" <br />1 T <br />a•' <br />17'_8" <br />2•-8" <br />3 0 5 <br />1 <br />,., <br />1 <br />Im <br />1 <br />IN <br />1� <br />I <br />W <br />a <br />I <br />N <br />ILL <br />I <br />I. <br />EXTEND <br />1 <br />2 1A <br />SLAB 1 1/2" <br />1.1 --- _ <br />1.1 1.1 <br />0!2 <br />FM-12XIB IW 4"CONC <br />— <br />SIM. <br />g N <br />�' law SWAB I <br />1 <br />I <br />5111 <br />3._5„ 1/2' 1 2 IN d 3 1/2" i <br />11 <br />7 1/2" <br />1A 2 <br />- <br />"'FMC-12XI8 FM-12X18 <br />FMC-12X18 <br />4 <br />L 1.1 1.1 FM-12XIB <br />0 <br />1.1 <br />J <br />I\w <br />1.1 <br />2'-8" <br />16-0" <br />2'-8" <br />T-10" 10'-2" <br />4'-4" <br />21'1" <br />39'-8" <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 />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.OINDICATES #5 BAR, OINDICATES #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", 06 =361, 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 402/802.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 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 } OF SLAB SUPPORTED <br />T-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 />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 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 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 />TE-1 <br />8" <br />SE PLAN <br />10' <br />- <br />s <br />(+)0...., <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12, <br />- <br />(2) #5's <br />FM-12x18 <br />12, <br />CONTINUOUS <br />le, <br />- <br />(2)#5's <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18• <br />- <br />(2)#5's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />(2) #5's <br />(2) 05's <br />O0"-0" <br />FOUNDATION PLAN <br />SCALE: 114" = T-0" <br />SE <br />-1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-7745078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />04 <br />0 <br />F <br />13 <br />t <br />atmDrv. & LOT <br />ABBOTT PARK <br />LOT #18 <br />BLK #11 <br />PROJECT# <br />04181.000-18111 <br />MODET. <br />4EBB <br />"1828-CALI" <br />GARAGE 9Wn4G: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EIP. C <br />L: x.� 'ditx.� '<f-1 <br />IDA 09/21/21 <br />aCAL C: 1/4"=1'-O" <br />a*MET <br />s1 <br />