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FOUNDATION NOTES <br />29'-8" <br />1T-7" 101-0" 7-1" <br />TE-1 <br />3.$" 26'-2" <br />io <br />0'-0" <br />4" CONC. 4w4 <br />q <br />TOP OF <br />SLAB O <br />m <br />m <br />SLAB <br />wI y I, <br />~I I~ <br />� <br />o <br />` <br />F M -18 X 18 — — — — — <br />— — <br />EN <br />614" <br />1T-2" <br />SLAB 1 1/2" 10'-2" <br />I <br />I <br />N <br />v <br />I <br />I � <br />I <br />I <br />Ile <br />4" PVC CHASE I ���� m <br />m <br />_ <br />��I <br />I i <br />TOP OF <br />w <br />SLAB <br />I <br />I <br />e' <br />°4 <br />4 <br />°i <br />p <br />n <br />rr 1.1 ,.1 <br />n <br />O 7 <br />a <br />ii SIM. <br />11 I <br />N <br />rr <br />Ibo <br />i <br />UP TO 2ND FLOOR <br />rr (FIELDVERIFY <br />ii EXACT LOCATION) <br />ryCr 9 I <br />I <br />V <br />y ,., <br />4 <br />I � <br />�Irz — cWA�sx1z-------J <br />2k2------ , CVNC 18X72 <br />T-8" <br />2X4" <br />I <br />°D <br />--- -- <br />" roI EXTEND CWC-18X12 8 <br />Bo <br />I <br />SLAB 1 1/2" 1.1 <br />I <br />EXTEND <br />LFM-16X18 <br />51/2" <br />a <br />SLAB 1 1/4" <br />— <br />— <br />'A" 3'•5" 3'-7" <br />I 14'-8" <br />6'4" <br />4" C0NC. <br />I <br />00 <br />io <br />I X SLAB <br />Sy <br />0 <br />o <br />m w <br />J <br />N <br />l0 <br />W <br />y <br />L _FW16XIB <br />W <br />I $ <br />I <br />2 1A <br />ED <br />Sop <br />SIM. <br />�S% <br />Lod <br />v <br />I 4 <br />4 <br />I <br />I <br />'4" <br />5'4" <br />'4" <br />2'-10" <br />16'-0" <br />T-10" <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION a..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 />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.OINDICATES 05 BAR, OINDICATES 96 BAR,MNDICATES 87 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 (N5 = <br />30', 1I8 =38'�, 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,ODO PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE f5'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 4021602.16, 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 (30DO PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />T-0" 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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6.6 W1.4xW1.4 OVER <br />3 i/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 />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 />16' <br />- <br />(2) 06. <br />- <br />(ap•-0•• <br />FMC-1608 <br />16, <br />CONTINUOUS <br />le, <br />- <br />(2)1/6'9 <br />VARIES <br />TE-1 <br />6' <br />SEE PLAN <br />8" <br />- <br />(1) a <br />(_p•{•• <br />TE-2 <br />17, <br />SEE PLAN <br />1O' <br />- <br />F-24x24 <br />24' <br />2W <br />17 <br />e <br />( s <br />(ap'•.O• <br />F2-24x24 <br />24' <br />24" <br />16' <br />) <br />s <br />CW-16X12 <br />16' <br />CONTINUOUS <br />17' <br />CWC-16X12 <br />16' <br />CONTINUOUB <br />12" <br />- <br />(2)1r6'a <br />MS IN CURB <br />VARIES <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwAbdosigngroup.com <br />L AA M: 0003325 <br />g <br />� <br />r <br />ft <br />� <br />$ <br />f <br />Q <br />avHaty � LOT: <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />PROJECT <br />04181.001-27111 <br />MOasrl <br />3EEB <br />"2260—ELSTON" <br />OARAaS awsxa: <br />RIGHT <br />PADS: <br />FOUNDATION <br />PLAN <br />160 H EXP. C <br />