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F TE-, 7 <br />28'-2" Y-6" <br />m <br />I <br />I <br />OF SLAB <br />TOPuj <br />'a4o <br />1 <br />' 4" CONC. r <br />w <br />SLAB I <br />3 <br />0 <br />a <br />n <br />1.1 <br />I--------- <br />FM-18x18— <br />—1--- <br />i"�----4--) <br />it <br />t1 <br />it <br />ii 1 <br />I <br />,0' <br />11'-B' <br />1115'�" <br />2'-B" <br />i-0"" <br />it <br />4' PVC <br />r <br />CHASE <br />4 <br />in <br />IW <br />i4 <br />m <br />_ 0 <br />it <br />coW <br />I� <br />9 <br />TOP OF— <br />SLAB <br />i i �I <br />11 LL <br />U <br />I <br />R <br />V <br />00 <br />it <br />11 <br />n <br />I <br />20,5" <br />T5" <br />11'-10" <br />LL <br />9 <br />ii <br />Cw-,anz t' <br />- <br />it <br />11 <br />it <br />ii <br />1. <br />F-2 4 c <br />p 110Z <br />M <br />W <br />Fi uuj <br />)uJ <br />QIIN ovn <br />v <br />- <br />u~i <br />UP TO 2ND FLOOR <br />Y <br />fV <br />O <br />0 <br />anw <br />(FIELD VERIFY <br />I <br />O <br />F_ <br />n <br />8 EXACT LOCATION) <br />' N <br />1.1 <br />I <br />5 <br />8 <br />I <br />3•_0• <br />1 <br />0 <br />s <br />9,_3. <br />9,_0. <br />75. <br />9,4. <br />q <br />�I <br />#3 TRANSFER STEEL <br />24' O.C. MAX UI <br />y <br />•@ <br />2 <br />0'" FIN. ELEV. <br />FI-0N. CONC. SLAB I <br />I <br />I� <br />,oI <br />I� 4 <br />16'-(r <br />L — FM-18xl8— <br />I� 4 <br />4 <br />9 5" T-6" I6 <br />m M <br />x <br />FM-16x18 <br />Q <br />N <br />I <br />- <br />� <br />LL <br />N <br />L---- FM-12x18—-- <br />Y <br />R <br />m NJ <br />FOUNDATION PLAN <br />SCALE: 1/4"= 1•-W <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 +4-0", SEE SURVEY PLOT FOR NGVD. <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.GINDICATED #5 BAR, MINDICATES #6 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 A.C.I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-W O/C MAX. SEE PLAN FOR WWM SIZE, <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6.6 W1.4.W1A OVER <br />GENERAL <br />31Y1" <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-12x18 <br />12" <br />CONTINUOUS <br />IS" <br />- <br />(2)#69 <br />(,)014r <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />+ -o" <br />FM-20x18 <br />20' <br />CONTINUOUS <br />1B' <br />- <br />a <br />_ <br />(+)0'1" <br />FMC-16x16 <br />16" <br />CONTINUOUS <br />16" <br />VARIES <br />CW-1202 <br />12" <br />SEE PLAN <br />12" <br />-72737 <br />- <br />(+)0"-0' <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL 32760 <br />PH: 407.774,8076 <br />FAX: 407-7744079 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />O <br />D <br />pp <br />--1i <br />1nX�L� <br />1(nXFL`q� <br />1qK�� <br />6 <br />�e <br />U <br />stmDrv. As LOT: <br />ABBOTT PARK <br />LOT #45 <br />BLK #9 <br />04181.000-45091 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />OARAOR 8TWUM: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />L AR NO 93M i <br />DA IM 12/06/19 <br />DCAIM: 1/4"=1"-0" <br />>lFIEET <br />sl <br />