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29'-W <br />18'-0" 10'-0" '-2 <br />'-0" X-6" 25'-2" <br />0' " <br />TOP OF SLAB 111 <br />$ 4" CONC. IF <br />w SLAB <br />i.�i <br />I rn a <br />I <br />A <br />M <br />3 <br />r <br />I <br />r <br />FM-18x18-71 <br />(—IL FM-16x16 <br />_ <br />EXTEND <br />4 1 <br />1 1 <br />SLAB 1 101 <br />9'-4" <br />m <br />ri <br />II <br />I <br />I� <br />II N <br />4 <br />11 <br />L <br />� CW-12x12 <br />" <br />1r <br />r` <br />N <br />I <br />I <br />11 <br />I <br />i i 1Y-6" <br />F-24x24 <br />g <br />1 <br />i 4" PVC <br />CHASE <br />ao <br />TOP TOP OF <br />SLAB <br />� <br />ul <br />I io <br />; ; ELEC. CONDUIT <br />cwi ci <br />0 <br />; ; FOR KITCHEN <br />1 <br />Do <br />ISLAND <br />`4 <br />w <br />4,-2" <br />117-4' 8'-5" 14'-8" <br />81.1 <br />4 <br />I <br />I I UP TO 2ND FLOOR <br />• <br />;; (FIELD VERIFY <br />I <br />EXACT LOCATION) <br />6 <br />1 <br />1.1 <br />11 <br />1 T-61 12 -0 <br />4'-2" <br />81.1 <br />EXTENDJF-24x-�4 <br />SLAB 1 1/2'L16'.0- <br />�4x24 <br />L <br />CWC-12x128$-51,23 <br />0' <br />o13'-4" <br />-31/2a <br />f <br />I a z <br />t.3'41 <br />EXTEND <br />O I a o <br />SLAB 11/2' <br />rn vrnFM-16x16 <br />*7 112 4FM18x18 <br />N <br />— — — — — — <br />6'-4" <br />FM-12x18 <br />q <br />_ <br />Y <br />T2'-O 16'-0" I-V 1'4" T-0" �1'4'[ <br />20'-0' 9'-6" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4 = 1'-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 +4-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-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.OINDICATED #.5 BAR, OINDICATES #6 BAR,RNDICATES #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: Pm = <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 />Y-0" 0/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6. W I AXW I A OVER <br />GENERAL <br />3 1/7 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />Ho`o" <br />16" <br />CONTINUOUS <br />18" <br />- <br />e <br />VARIES <br />181, <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />(+ "-0" <br />2 <br />12"SEE <br />PLAN <br />17' <br />- <br />s <br />VARIES <br />12" <br />SE PLAN <br />8" <br />- <br />s <br />24" <br />24' <br />12" <br />s <br />s <br />(+ 048" <br />SEE PLAN <br />8" <br />- <br />) s <br />- '-4^ <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774,6078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003326 <br />ItS <br />BVBDIV <br />ABBOTT PARK <br />LOT #44 <br />BLK #9 <br />PROJECT <br />04181.00 -44093 <br />MODEM <br />3EFB <br />"2447- ROBIE" <br />OAPAOE 81r07O: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />0 <br />DA E, 11/25.119 <br />ECAL ; 1/41 = 1'-0* <br />DHEXT <br />