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39'-0" <br />28'4" <br />11'-0" <br />3'-4" <br />W-10" <br />9'-8" <br />9'-8" <br />'-4" <br />— 1 <br />— — — — FM•12X72 <br />— — — — — — FM-12X18 _ <br />b 4" CONC. <br />LLI SLAB <br />I <br />W <br />I <br />F-24X24J 0 <br />r "a' 4:312 <br />LL <br />70 - 101-W <br />.1 <br />EXTEND FM-12X18 <br />1 <br />SLAB 1 12" <br />1.1 <br />1 <br />I. <br />I <br />Tom— <br />SLAB <br />I <br />I <br />I <br />I <br />•I <br />I <br />�I <br />I <br />LLI <br />I <br />I. <br />4" PVC <br />CHASE <br />_ <br />TE•1 <br />1. <br />-�r �_ <br />512 <br />4• <br />17'-8" <br />2'-8" <br />3'-0" 5 <br />I <br />ILL <br />o <br />I <br />I <br />EXTEND <br />1 <br />I <br />2 <br />SLAB 1 12" <br />1.1 <br />I <br />4"CONC10 <br />W0- <br />III <br />3 12 <br />12 <br />LLftFM-1 <br />017 <br />J <br />1 <br />12X78 <br />MC-FM12X <br />F <br />MC-1X8 <br />F <br />M-12X18 <br />J <br />4 <br />4 <br />2'-8" <br />18'-0" <br />2'-8" <br />X-10" 10'-2' <br />21'4" <br />4'-4" 14'-0" <br />39'A" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-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 + V-V. <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 />8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 12" FELT PAPER AT THE JOINT, <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOVWDOOR 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. MNDICATED #5 BAR, 811DICATES A BAR, ODICATES #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 (p5 = <br />30", #6.381, 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE XVS AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS 0) 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 C478 GROUT (3W0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR VWvM 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 />THICKNESS <br />I REINF. I <br />REMARKS <br />Bxe W1.4xW1.4OVER <br />GENERAL <br />3 12' <br />a 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 />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />s <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12, <br />(2) Nis <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />2 *Fs <br />- <br />+ 0'-0" <br />FM-18x18 <br />18' <br />CONTINUOUS <br />18' <br />- <br />O 5's <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />IT <br />- <br />(2 Ss <br />#51N CURB <br />F-24x24 <br />24" <br />24" <br />12' <br />a <br />s <br />(-)p'4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.ebdes%Mvup.00m <br />A AA #: 0003325 <br />F <br />a LoRADO <br />#14 <br />#12 <br />04128.002-14121 <br />xoDxu <br />4EBB <br />"1828-CALM <br />GARAGE sWWO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />DA 10/23/18 <br />>st2Ar.nr 1/4"=1'-0" <br />wins ' <br />S1 <br />