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F �1 <br />I *.a,rr I <br />lie 4• �I <br />m <br />�. <br />BLAB I <br />3 <br />1.1 <br />. <br />I FM-12X18 4---------' <br />------ <br />— —, <br />1.1 <br />EXTEND <br />14'-7 <br />,1' 10" SLAB 1 ,/2" 2'-8.I <br />I <br />I <br />i <br />J <br />�I <br />00 <br />LLU <br />LL <br />16-10" 21'-2• <br />N <br />N <br />N <br />0� <br />TOP OF <br />SLAB <br />I <br />N <br />EXTEND <br />_TE_2 _SLAB 1 i/2" I <br />, <br />4"CONIC <br />5 <br />BLAB <br />1/2 <br />SLABpi <br />3-4* <br />15'-8" 2,-8„4" <br />18'-6" <br />Y4r <br />N <br />IO <br />C <br />N <br />IN <br />W <br />v <br />W <br />a <br />I <br />I <br />i N CONC. <br />xC <br />c! <br />A <br />14• <br />I <br />SLAB <br />I <br />2 I a <br />ON <br />LL <br />aI <br />1.1 <br />I <br />EXTEND <br />fI-0,/2 <br />-71/2 91 <br />`�LL <br />10" - <br />4 <br />FMC-12X18 FM-12X18 FMG12X18 <br />— — — — <br />11 FM-12X16 <br />— — — <br />? <br />F6t-12X1 <br />FOUNDATION PLAN <br />SCALE: 1/4" =,'-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 10'-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 AINDICATED #5 BAR, OINDICATES #6 BAR,■NDICATES #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 3 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.40VER <br />GENERAL <br />31/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30"LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF, <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />8"S <br />LAN <br />8" <br />NPROVIDECCRNER <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#6s <br />No'-0" <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />VARIES <br />12" <br />CONTINUOUS <br />12" <br />2 #5's <br />+ " <br />i"l. N. RONALD REAGAN BLVD: <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.andosigngroup.com <br />L AA #: 0003325 <br />Y <br />oilI <br />I <br />SUDDIV &c i+OT: <br />SILVERADO <br />LOT #36 <br />BLK #18 <br />PROJECT <br />04128.001-36181 <br />HODIM <br />4EWB <br />"1499—FREEPORT" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH . B <br />12 <br />BCALM: 1/4-=1'—O- <br />! ECET <br />s1 <br />