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FOUNDATION NOTES <br />CONC. <br />AB <br />a <br />q <br />FM-12X18 — — — — — — — —i� 3 <br />• I— FM-12X12 <br />4" GONG. <br />SLABSiLL5IN <br />- <br />I� <br />- <br />+3 ,/Zl ioF-2X4 <br />� <br />3-28-4 <br />' <br />"lot <br />,o <br />a <br />i <br />j; <br />1A <br />4" PVC CHASE <br />fig I <br />. <br />ct <br />OF <br />IS' <br />°D <br />T�OP <br />I SLAB <br />P+ 1" PVC CHASE <br />FOR ELEC. Q <br />ISLAND <br />LL <br />I i 1A 1 <br />% <br />i/ I• <br />J� <br />1 � <br />Ii� <br />i <br />bi <br />uF'i <br />ao <br />i Z <br />CL <br />v <br />0 <br />0 0: <br />I 4 <br />r` <br />a <br />—EXTEND I <br />I <br />SLAB 1 1/2, <br />TE 1__--- <br />_�___ — <br />+5 1/2" v <br />N <br />I <br />I 5 <br />I <br />2.,,, <br />18'-0" <br />2'-W 1 T-8" <br />to <br />1. 1A <br />W �I <br />' <br />�I <br />LL <br />TEND O S ' <br />--- @ FM-12XIS • <br />CONC. <br />SLAB 1 1/2'• y ,A 2 <br />)4" l <br />SLAB a <br />a�I <br />• <br />• I (�-3 v2" <br />I S <br />Y <br />I <br />LL <br />I ,A 1 <br />I 2 <br />to <br />I <br />FMC-12X18 <br />1. <br />1A 1 <br />MC- 47,/T 4 <br />L_FM-12X18 J <br />12XI8 _ FM-,2X18 <br />_ <br />F11F•12(12 <br />FOUNDATION PLAN <br />SCALE: 1/4" =,'-d' <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE -44'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-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 />WBJDOW/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 />1 I.MINDICATES 05 BAR, ®INDICATES 06 BAR,■NOICATES #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: F'm= 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 />V-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, 7,h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITYBARS 3CG 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 />18" <br />(2)#66 <br />FMC-1208 <br />1T <br />CONTINUOUS <br />1w, <br />- <br />(2)#5'6 <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17' <br />() #Vs <br />() #5 <br />• d'-4" <br />FM-12xl2 <br />17 <br />CONTINUOUS <br />17' <br />- <br />(2)#5'6 <br />TE-1 <br />8" <br />SEE PLAN <br />S" <br />- <br />(1) 'a <br />_0•_d• <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />[ p- <br />mill <br />ib <br />etMDIV & LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK #7 <br />PROJW T <br />04181.006 23071 <br />HODRL: <br />4EAB <br />"1672-ARIA" <br />OARAOE OWD170: <br />RIGHT <br />1 PAOX: <br />FOUNDATION <br />PLAN <br />160 MPH E . C <br />