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I TE•1 <br />II <br />m <br />Lu <br />IF w� 4"CONC. rw-I <br />SLAB <br />3 <br />0. <br />1.1 <br />r--------- <br />FM-16x18— <br />—1--- <br />----4—� <br />I <br />7,1 <br />1 <br />10'-0" <br />11'-8" <br />15'-4" <br />2'-B" <br />4 <br />I <br />Im <br />I <br />a0I <br />m =4 <br />m <br />0'-0" <br />T� OP OF <br />m <br />I <br />J <br />I� <br />SLAB <br />LL <br />U <br />I <br />I <br />aQ <br />00 <br />i� <br />20'5" <br />7'-&' <br />Fj---(— CW-12x12 <br />U <br />j <br />O <br />ri <br />F-24x24 0 <br />1.1 17 I <br />1.1 <br />v�i <br />C-s1' <br />WC-12x1 <br />— — — — — <br />W <br />Uii� <br />U) <br />a0Tii� <br />ILL <br />I n UP TO 2ND FLOOR <br />I (FIELDVERIFY <br />4" <br />CH <br />CJ <br />SE <br />r <br />( I �iw <br />`o <br />8 EXACT LOCATION) <br />Y <br />,.1 <br />5 <br />8 <br />y <br />I I <br />1.1 3'-0" <br />TOP OF$ 4 <br />0 <br />3i <br />1 <br />#3 TRANSFER STEEL <br />® 24" O.C. MAX U <br />N <br />0'•0" FIN. ELEV. <br />FIN. CONC. SLAB <br />�I <br />( <br />I� <br />a <br />I101,LL <br />L — fM-16x18— <br />Im 4 <br />4 <br />I <br />9, 8„ 7,-0„ 0, ILL 1.1 <br />1.1 <br />I. <br />& o <br />FM-18x16 <br />4 <br />a <br />— — <br />1' a <br />LL <br />• L — — — — FM-1 <br />— — — � — — <br />fV v <br /><V <br />V-811 <br />FOUNDATION PLAN <br />SCALE: 1/4"- 1'-0" <br />20'-4" <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 +.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 />NANDOW/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.EIINDICATED #5 BAR, ElINDICATES 06 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 4 OF SLAB SUPPORTED <br />T-Y' O/C MAX. SEE PLAN FOR WWWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x8 W1.-1.4 OVER <br />GENERAL <br />3 1/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />I=00 HEDU3UG EACH WAY. <br />PROVIDE CORNER BARS SAME SIZE QUANTITYFOIII OTING SCHEDULEFOUNDATION, <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 />17' <br />CONTINUOUS <br />18' <br />- <br />(2)geS <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />s <br />FM-20x18 <br />20" <br />CONTINUOUS <br />18' <br />- <br />s <br />FMC-i6x18 <br />16, <br />CONTINUOUS <br />18' <br />- <br />s <br />- <br />VARIES <br />CW-12x12 <br />12i <br />SEE PLAN <br />12, <br />-717T <br />- <br />(+)O'{W <br />CWC-IN12 <br />17, <br />SEE PLAN <br />12, <br />- <br />O a <br />VARIES <br />F-24x24 <br />24" <br />24" <br />1T <br />O 's <br />O s <br />_ <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />6 <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />b <br />y <br />9��ys3 <br />Y <br />y <br />5 <br />C <br />e <br />J <br />a <br />all <br />I <br />SVHDiv. ee LoT <br />SILVERADO <br />LOT #26 <br />BLK #7 <br />PROJECT# <br />04128.002-26071 <br />MODELc <br />4EHEI <br />"2605- HAYDEN" <br />GARAGE BVnNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. BJ <br />PAXnM A <br />DACE: 08/20/19 <br />SCALE: 1/4"=1'-0" <br />wHmmT <br />sl <br />