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FOUNDATION NOTES <br />29'-B" <br />2'-1" <br />10'-0" <br />17'_7" <br />TE•1 <br />26'-2" <br />3'-6" <br />w <br />SLAB <br />0,_D" <br />0 <br />TOP OF <br />wl <br />y <br />Iw <br />SLAB <br />,O <br />EXTEND — — — — <br />FM•i6X18 x �' <br />4'_0" <br />SLAB 1 1/2" <br />i� <br />I� <br />ii <br />m <br />-4" PVC CHASE <br />I <br />D.O' D_ <br />TOP OF <br />m <br />� <br />SLAB <br />LL <br />8'_2" <br />�p0 <br />1.1 <br />1.1 <br />i i <br />u <br />fi' <br />ci ii Z ?4 <br />I <br />TO 2ND FLOOR <br />(FIELD VERIFY <br />w ii Y <br />1 <br />EXACT LOCATION) <br />g <br />I <br />9 CL <br />CW-16X12 <br />� V <br />CVUC-16X12 <br />10 <br />— — — — <br />X <br />— F2162 <br />M <br />3 <br />I O m._21'1" <br />T-8" <br />�3] <br />_ — 8 CWC•16X12 EXTEND ��' tO <br />SLAB 1 1/2" <br />5 1/2 _ <br />FM-16X18 j <br />14'-8" <br />I <br />X-7" <br />Q 3'.5" V8" <br />m <br />M <br />4" CON[. °D <br />SLAB <br />J <br />g <br />0 <br />, <br />II` <br />w <br />I <br />On. <br />�j <br />LLI <br />'o <br />FM-i8X18_ <br />§ <br />fO <br />y <br />ml <br />xlm <br />I <br />LLI <br />4 <br />4 <br />I <br />1.1 <br />1.1 I <br />FM-i8X18 _ _ <br />J <br />T-10" <br />'-4" <br />5'•4" <br />'-4" <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />-EXTEND <br />SLAB 1 112" <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 />11.01NDICATES #5 BAR, MINDICATES #6 BAR,NNDICATES #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", #8 -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: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR VWVM 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 />I REINF. I <br />REMARKS <br />f <br />6x6 WIAXW1.4 OVER <br />3 1/7' <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16x18 <br />16, <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />FMC-16x18 <br />le, <br />CONTINUOUS <br />16' <br />- <br />(2) 's <br />VARIES <br />TEA <br />6" <br />SEE PLAN <br />a, <br />- <br />s <br />.x)'$" <br />TE-2 <br />di7' <br />SEE PLAN <br />dial <br />- <br />'a <br />(+0"-0' <br />F-24x24 <br />24" <br />24" <br />17, <br />s <br />( s <br />F2-24x24 <br />24" <br />24" <br />16, <br />(2) 's <br />) 's <br />CW-16X12 <br />16, <br />CONTINUOUS <br />17' <br />- <br />(2)#5's <br />CWC-16X12 <br />le. <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30' <br />W <br />12" <br />(3ws <br />(3)#5's <br />(-)0--8" <br />F1-24X24 <br />24" <br />1 24" <br />17, <br />(2)#5's <br />(2)#5'3 <br />(-)0--8" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407.7748078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />L4 <br />y <br />o <br />din <br />atMDIV. & LOT <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT* <br />04181.000-16111 <br />MODEL: <br />3EEB <br />"2260-ELSTON" <br />GARAGE >9VIING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 H E <br />PRINT <br />awTE: 05/25/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />s1 <br />