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CONC. <br />AB <br />a <br />• I_ FM-72X12 <br />r <br />FM-12X18 — — — — — — — —/r 3 <br />4" CONC. <br />1 <br />Ici SLAB <br />a <br />r <br />zo <br />ro <br />I ' OaW <br />ILL <br />+31/7 io <br />i// <br />LL <br />F-24X24 <br />f <br />2'•6" <br />I <br />it <br />_ <br />10 <br />r / <br />ifr <br />(- — — — — — — <br />FM-12X78 <br />it <br />1A <br />4" PVC CHASE <br />• I <br />i�rr I <br />it <br />• <br />r <br />I Gam— <br />4 <br />TOP OF <br />m <br />SLAB <br />( <br />1 1" PVC CHASE <br />I <br />FOR ELEC. Q i/ n <br />I ISLAND <br />/ <br />• <br />I" <br />" - <br />I <br />/ I <br />.I <br />r' I <br />I <br />/r <br />r/ <br />� <br />Y <br />z <br />O� <br />Oa <br />I r <br />END <br />SLAB, ill" <br />— <br />+51/2" <br />N <br />I <br />5 • I <br />I <br />112,•8„ <br />2,-4„ <br />5o <br />18'•0" <br />17'-8" <br />_ <br />1 to <br />I <br />I <br />I <br />wW <br />1 <br />LL <br />-EXTEND O S <br />---F. M-12X18 <br />F <br />SLAB 1 1/7' m 1A 2 <br />I4" CONC. LLI <br />LAB <br />• I I 3 1/7' al <br />SI - <br />+- <br />L--- mb LLI 6"3,-5„1A <br />,A <br />FMC-12X <br />1A 1 <br />512X1 <br />— — <br />--_FM-12X18--FM•1214— <br />01 <br />4'-4" I, 2'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />16'-0" <br />FOUNDATION NOTES <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 +44", 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.GINOICATES #5 BAR, ®INDICATES #6 BARMNDICATES #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 TINS 402/602-16, 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 i OF SLAB SUPPORTED <br />T-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 />I REINF. <br />REMARKS <br />616 W1.41.4 O VER <br />GENERAL <br />31YP' <br />6 MIL VxW <br />APOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS B SDCHN. WITH E DU 3aLEG EACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />TO <br />SHORT <br />LONG <br />FM-12x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(+)0'-0' <br />FMC-12x18 <br />1T <br />CONTINUOUS <br />18" <br />- <br />2)#66 <br />#5 IN CURB <br />VARIES <br />F-2424 <br />24" <br />24" <br />17, <br />(2)#5% <br />(2)#69 <br />FW12x12 <br />1T <br />CONTINUOUS <br />1T <br />- <br />(2)#5's <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />I (1) s <br />_ 1_0, <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />F. <br />BVHDM a LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK #9 <br />PROJECT <br />091 <br />04181.00 -09 <br />MODMA <br />4EAB <br />"1672-ARIA" <br />GARAGE 87IING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DATE:08/14/21 <br />SCALE: 1/4"=1'-0" <br />8*1EET <br />si <br />