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FOUNDATION NOTES <br />CONIC. <br />AB <br />a <br />v <br />• F FM-12X12 <br />— <br />—FM-12X18 — — — — — — — —// 3 <br />4" CONIC. <br />1 // <br />I� SLAB ro <br />� <br />§ <br />- <br />�` <br />W N <br />I <br />i <br />7A /i <br />ro <br />J,-3 112" O a io <br />Y <br />ILL <br />i% <br />rr <br />a <br />F-24X24 <br />/r <br />I3'-2" 6'-4" <br />2'-6"IA <br />I <br />/� <br />l <br />rr <br />• <br />1 <br />10 <br />rr <br />I <br />r /r <br />r <br />f 1 FM-12X18 <br />rr <br />I 1A <br />I <br />/r <br />4" PVC CHASE <br />r/ <br />I <br />//r I <br />r r <br />r/ <br />r r <br />AO'P <br />'7 <br />TOP OF <br />a0 <br />I SLAB <br />i( 1" PVC CHASE <br />FOR ELEC. ® �/r <br />1 ISLAND // <br />r <br />/ir to 1 LL <br />/r <br />rr <br />. <br />I <br />ILL <br />/ <br />• <br />/r <br />I <br />r/ <br />rr <br />� <br />r <br />dr <br />Y <br />I <br />U <br />a <br />0. <br />0 <br />XTEND <br />F' <br />I <br />SLAB 1 1/2" <br />TE1-- <br />----- <br />*5 1/7' <br />V <br />I <br />I <br />5 <br />•I <br />to <br />� LLI <br />• <br />XTEND O <br />1A <br />FM•12X18 <br />SLAB 1 1/2" - <br />; <br />IA 1 <br />�--- 6„V-5„ <br />I4"SLABC w 1A I <br />t1 �I ro <br />LL 2 to <br />yal F <br />IL <br />1. FMC-12X18 <br />I 4,-71/7' <br />��-31/7' <br />�) <br />J <br />MC. 4 4 <br />_ FM-12X18 J <br />12X18 A <br />FM-12X18 <br />— _ <br />F1E12XtY <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+-0'-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 />11.13INDICATES #5 BAR, ®INDICATES #6 BARANDICATES 97 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 40ZW2-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 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 />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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />312" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH NP 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-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />- <br />(+)0'-0' <br />FMCA2x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />2 e <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17, <br />((2 1) W.—(2) <br />'a <br />- <br />FM-1202 <br />12" <br />CONTINUOUS <br />17, <br />(2)#5's <br />- <br />00'-4" <br />TE-1 <br />8" <br />SEE PLAN <br />1. <br />- <br />1) s <br />- 0,_0, <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />a <br />wmT <br />SVHDIV. a Lo <br />ABBOTT PARK <br />LOT #3 <br />BLK #9 <br />PROJECT <br />04181.00 -03091 <br />MODzu <br />4EAB <br />°1672-ARIA" <br />GARAGE SMNO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EAC <br />10 <br />NO <br />PRINT <br />Dw05/05/21 <br />SCALE: <br />S� <br />sl <br />