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FOUNDATION NOTES <br />29'-8" <br />17'-7" 10'-D" 2'4, <br />TE-1 <br />T-6" 26'-2" <br />0'-0, <br />4" CONIC. UJ ri <br />eo <br />TOP OF <br />SLAB <br />SLAB O <br />ya IW <br />o <br />ci <br />wI <br />O <br />F— <br />FM-16X18 — — — — — <br />— —� <br />.` <br />EXTEND <br />13'-2•, <br />SLAB 1 1/2" 10'-2" <br />4 <br />v <br />N <br />I <br />I <br />00 <br />4" PVC CHASEVAL <br />)I <br />I <br />LL <br />— w I <br />TOP OF <br />�`.`�` <br />SLAB <br />8'-2" <br />N <br />j <br />Qc <br />I <br />I� <br />I <br />I q fO <br />UP TO 2ND FLOOR <br />1 <br />u (FIELD VERIFY <br />I <br />EXACT LOCATION) � <br />u <br />d 9 <br />I <br />N <br />G ,., <br />O <br />CW-16X12 <br />1f) <br />Lk2—J— — — — — — — —� CWC-0BX12 <br />F-24 4 <br />M <br />7,-8„ <br />23,-4„ O fo I <br />I- - <br />I <br />M <br />§6'A" <br />EXTEND <br />LM-18X18 <br />SLAB 1 1/2"#�!--3-5 <br />—uN <br />3-7"NI <br />4" CONC. <br />SLAB <br />FTE�D <br />1iII <br />m <br />m <br />o <br />m <br />oWa: <br />N <br />L-FMM=16X18 <br />I <br />2 1A <br />SIM. <br />I <br />q <br />I 4 <br />4 <br />1.1 <br />1.1 <br />L — — — FM-16X18— <br />J <br />5'-4" <br />'4" <br />2'40' <br />18'-0" <br />2'-10" <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-O" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +A'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <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 />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,0NDICATES #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 #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 402/602-18, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C478 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7,h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />3 12" <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 />I BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#Ss <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) 's <br />(-)0--6' <br />TE-2 <br />12, <br />SEE PLAN <br />10" <br />- <br />O #5's <br />F-24x24 <br />24' <br />24" <br />12" <br />(2) s <br />() 's <br />F2-24x24 <br />24' <br />24' <br />16" <br />1 s <br />CW-16X12 <br />16" <br />CONTINUOUS <br />17, <br />- <br />(2)#5's <br />CWC-16X12 <br />16" <br />CONTINUOUS <br />17' <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />Ft-30X30 <br />30" <br />30'. <br />12, <br />1 #5's <br />1 (3)#5's <br />00!4' <br />F1-24X24 <br />24" <br />24" <br />17, <br />(2)✓I5's <br />1 (2)We <br />(-)0,-6" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />G <br />� <br />O <br />y <br />D <br />ABBOTT PARK <br />LOT #17 <br />BLK. #11 <br />3EEB <br />2260—ELSTO <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />JUN 01J12021 <br />ND A <br />AR N <br />D �' 05/25/21 <br />SCALE: 1/4"= i'-0" <br />SHEET <br />sl <br />