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39'-W <br />28'-W <br />'-4" <br />9'-8" <br />9'•8" <br />15'-10" <br />3'1" <br />—FM-12X12 <br />7M-12X1a— — <br />— — — — <br />IN <br />,. <br />I� <br />5 <br />4" CONC. <br />I <br />SLAB ILL r <br />I <br />D <br />Ow <br />N A' L-2024 <br />ILL <br />*3 12 1,•0• <br />l <br />101-0" <br />10 <br />( - <br />, 1. <br />1 <br />r 1 <br />FM-12X18 EXTEND <br />7. <br />1.i <br />( <br />I <br />SLAB 1 12" <br />I <br />I� <br />I <br />.I <br />1L <br />:r <br />i <br />I <br />SLAB <br />" <br />is <br />I <br />I <br />I <br />I <br />I <br />I� <br />I' <br />I <br />ILL <br />I <br />I <br />I <br />I. <br />I <br />4 PVC <br />1 <br />b <br />(CHASE <br />I <br />I <br />ry I <br />,I <br />f'2'•8" <br />4-5 12 <br />IT-V <br />I <br />I <br />QI <br />O <br />LL <br />1-EXTEND <br />' <br />SLAB 1 12 <br />2 <br />(4 CONC) m FM-12X18 <br />( sue a u�l H f- <br />3 12 y o'I LL I 3,-4" <br />I U <br />b <br />2 <br />7 12 <br />1.1 <br />L <br />mill 11111.1 <br />1.1 <br />FM-12X18 _ J <br />FMC-12X18 <br />FM-12X18 <br />FMC-12X1a <br />( EH <br />a <br />4 <br />.1 <br />101-7 T-10" <br />2'-a" <br />181-0" <br />2'-8" <br />14'-W 4'4" <br />21'4" <br />39'-0" <br />FOUNDATION PLAN <br />SCALE: 1l4" " V-0" <br />MR <br />4" CONC. <br />SLAB <br />5�T.l$of <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 <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 />B. 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 />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />MW WDODOOR 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. GNDICATED #5 BAR, BNDICATES #B BAR, EDICATES #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 />3W, #8 =361, 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 2,0D0PSF. 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 VATH A.C.I. 530.131ASCE 5.13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.131ASCE 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 } OF SLAB SUPPORTED <br />T-0" OIC MAX. SEE PLAN FOR WVVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Sth EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />REINF, <br />REMARKS <br />Sx5 W1.4xW1.4 OVER <br />GENERAL <br />3 12' <br />9 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />R <br />LONG <br />TE-1 <br />S" <br />SEE PLAN <br />la, <br />- <br />s <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12, <br />(2) #5's <br />FW12x18 <br />1 ' <br />CONTINUOUS <br />1S" <br />2 #6's <br />FM-16x18 <br />IT <br />CONTINUOUS <br />IS' <br />- <br />(2)#'s <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />181, <br />- <br />) 's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />i <br />s <br />s <br />_ 0"A" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdoeigngmup.com <br />L AA #: 0003325 , <br />Y <br />8 <br />8 <br />C <br />�8lei <br />svzm:v. at LA21 <br />SILVERADO <br />LOT #62 <br />BLK. #6 <br />[Pnoj=T# <br />04128.002-62061 <br />MODMA <br />4EBB <br />"1828-CALL" <br />GARAGN swndGa <br />RIGHT <br />PAGIM <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />DP � 3/08/19 <br />BICALM 1/4"=1'-0" <br />si <br />