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TE-1 <br />— — — — � <br />25'-2" 3'-B" '-0 <br />92 <br />I 0'-0• <br />TOP OF <br />SLAB <br />m <br />-coo <br />I 4" CONC. <br />Cw oc <br />$ <br />Iw <br />SLAB <br />w <br />11 <br />M <br />A. <br />18xt8 I <br />FM-16x18 <br />II <br />3 <br />1NI <br />FT <br />I <br />A <br />FCW-12xl2 <br />�1 <br />15'-6• <br />-24x24 13'-6" ii <br />71 <br />1.1 <br />w <br />4" PVC <br />CHASE <br />0'-0" <br />TOP OF* <br />1 i <br />SLAB ELEC. CONDUIT I I <br />fol <br />FOR KITCHEN <br />ui <br />;p <br />ap <br />� <br />ISLAND II'4 <br />0 O <br />1 <br />iitO <br />�4 <br />1.1 <br />14,-9. a,-5. 2'-4" i 1 <br />4 -2.1 <br />m <br />UP TO 2ND FLOOR <br />(FIELD VERIFY I <br />EXACT LOCATION) I 1 <br />8 1 <br />1.1 <br />4'-2" <br />12'-0" 13'-6" <br />11 <br />F-24x2 <br />EXTEND <br />,. <br />F-24x24 <br />1 rl <br />— — f <br />SLAB 1 1/2' <br />I <br />I� <br />N <br />CWC-12x12 <br />J <br />I <br />i <br />I <br />L <br />al I <br />$51/2 <br />ao <br />3 <br />R <br />g. <br />I <br />1mI <br />1 6 0" <br />13'4" <br />I <br />a <br />LL <br />^� <br />-31/* <br />w <br />XI <br />EXTEND <br />I <br />I I z p( a <br />OOg <br />"1 <br />SLAB 1 1/2" <br />I a I O <br />LM-16x18 <br />UP <br />2 <br />1.1 <br />m <br />11 $71f2 11 1 <br />c <br />q <br />in <br />w <br />6 4" <br />3! <br />4" <br />FM t6x18 — <br />4 <br />F1417118 <br />1'-4' T-0" l'-0' 2'-0" 16'-0" T-0. <br />9'-8" 2U-0" <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 +..0'-W. <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.BIINDICATED #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 A.C.I. 530.13IASCE 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 />3'-0" O/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, 601 EDITION <br />SLAB SCHEDULE <br />SLAB <br />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 OUANTITY 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 />FMA2x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />(2)#B's <br />FMA6x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />(+)0"-0" <br />FMC-16xl8 <br />16" <br />CONTINUOUS <br />IS, <br />- <br />s <br />VARIES <br />CW-12xl2 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />+ ^-0'• <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />VARIES <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />- <br />s <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />$ <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />_ .4^ <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwabdosigngroup.com <br />AA S: 0003326 <br />S <br />0. <br />PARK <br />LOT #8 <br />BLK #10 <br />PROJECT* <br />04181.000-08103 <br />MODELe <br />3EFB <br />"2447- ROBIE" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH ME <br />DAB 12/02/19 <br />eCALM I/4" = 1'-01 <br />BHEET <br />s1 <br />