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FOUNDATION NOTES <br />29'-8" <br />17-7" 101-0" 2'-1" <br />TEA <br />316" 26'-2" <br />4" CONC. w <br />4 <br />TOP OF <br />SLAB W <br />o <br />eo <br />SLAB <br />ui1 N Iw <br />&+ <br />~I I~ <br />p <br />FM-16X18 — — — — — <br />— — <br />EXTEND <br />8'-4" <br />13'-2" <br />SLAB 1 1/2" 10'-2" <br />I <br />1 <br />O° <br />4" PVC CHASE) \` e <br />1 m <br />1 <br />•�`� �0, 0„ <br />q <br />1$ <br />a <br />TOP OF 1 <br />SLAB <br />N <br />62" <br />i <br />z <br />�I <br />II <br />0�� <br />` Ibo <br />q <br />UP TO 2ND FLOOR <br />1 <br />It (FIELD VERIFY- <br />EXACT LOCATION) <br />yyyl 9 <br />• 1 <br />1 N <br />� Z 2W16X12 <br />1 <br />f I124 — — — — — - <br />-j CWC-18X,2 <br />" <br />T-8" <br />23'-4 o 'O <br />IM i <br />I <br />N �_—___— — <br />1 <br />m <br />-- <br />" m1 EXTEND CAC-16X,2 B <br />bo <br />SLAB, 1!2" 1.1 R <br />EXTEND <br />LFM-,8X78 <br />5 1/2" <br />SLAB 1 1/2" <br />_ <br />1 <br />'-8" 3'-5" ' II 3'-7" <br />I 14'6" <br />4" CONC. <br />( X SLAB <br />I <br />I <br />°0 <br />m 1 <br />io <br />cl <br />m <br />io <br />m Wa <br />ILL Na <br />� <br />W <br />I � <br />V <br />�I <br />c� <br />N <br />_FM_16X18 <br />I a <br />y <br />I <br />2 1A <br />Im <br />SIN, <br />ILL <br />I <br />� <br />I q <br />q <br />1 <br />I <br />FM-16X18_ <br />J <br />N <br />5'-4• <br />'1" <br />2'-10" <br />16'.0" <br />2'-10" <br />8'.0" <br />21,-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <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 + 9-0", SEE SURVEY PLOT FOR NAVO. <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 />B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDONDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.113INDICATES #5 BAR, E1INDICATES #8 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", #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 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j 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, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />64 WI.4-1.4 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 />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16x16 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #68 <br />FMC-16k18 <br />IS' <br />CONTINUOUS <br />IS, <br />- <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />() 's <br />TE-2 <br />17, <br />SEE PLAN <br />10" <br />F-24x24 <br />24" <br />24" <br />12' <br />F2-24x24 <br />29' <br />24" <br />IV, <br />1 X <br />CW-16X12 <br />16" <br />CONTINUOUS <br />12' <br />- <br />(2)#5b <br />(+p'-0" <br />CWC-16X12 <br />16" <br />CONTINUOUS <br />17' <br />- <br />(2),S's <br />W N CURB <br />VARIES <br />Fl-30X310 <br />30' <br />30' <br />17' <br />(3pI5's <br />(3)#5's <br />(-)016" <br />Fl-24X24 <br />1 24" <br />24, <br />12' <br />(2)115's <br />(2)#5's <br />()0'6" <br />JUN <br />1441 N. RONALD REAGAN B, <br />LONGWOOD, FL32750 <br />PH: 407-774-607B <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />h <br />ELiBDM do L10T: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />PROJECT1y <br />04181.000-23091 <br />MODEL - <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8WLNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />16 PH E C <br />