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so.-Ol. <br />SLAB ; <br />11;014 <br />M <br />30'-8" <br />19'4" <br />111. <br />27'-2" <br />181-01 <br />3f!4r <br />fE 1 <br />L <br />N-1655-8 <br />4'-5- <br />E3"T <br />101-31 <br />V1. <br />F2-3OX30 <br />4"CONC. <br />SLAB <br />%, <br />— 4'PVC <br />;t <br />, <br />CHASE <br />F1-30X30�.4—] <br />4-1- <br />d <br />I % I I <br />-3112+ <br />1; PVC CHASE <br />0, <br />OR ELEC. 0 <br />EXTE�O <br />d <br />'T <br />SLAB 1 1/2" <br />22'-2- <br />TOP OF* <br />Z? <br />SLAB <br />L iE ill <br />-31/2+ <br />'7 <br />% \1 , <br />F--E-Te_ <br />l <br />4 <br />z <br />17 <br />7 <br />2 <br />20'-8' <br />29'-4' <br />7 <br />—TE-2 <br />L <br />2— <br />--ze <br />— — — <br />z 1 <br />5 2'1' <br />2--l' <br />2-1- <br />1.1 <br />5.1� <br />r2 <br />18'-10K <br />1D'-10' <br />—1 <br />1 <br />71 <br />EXTEND <br />SLAB 1 112" <br />L <br />FM-16X18 <br />11 -241X24 <br />�3' �O <br />p <br />11-2 <br />FMC-16xis <br />4"CONC. <br />SLAB Z: <br />16'-0' <br />,2'-0' 10' <br />- .4 <br />1-6 <br />r4--\ r2 <br />x <br />1. <br />z <br />1.1 <br />'7 <br />— <br />z <br />F -1 18 <br />xw <br />T-6- <br />01, <br />T-2' 3-1- <br />-7112� <br />7� <br />K <br />T <br />1-24 4)— <br />FA-16XI8 <br />A <br />LE-1 <br />3: <br />b".b <br />20'-0* <br />9'-4- <br />1. <br />-8: <br />501-01 <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 .-0'-0', SEE SURVEY PLOT FOR NAVD. <br />S. 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 />SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />1 0' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />I 1.01NDICATED #5 BAR, GINDICATES #6 BAR, ONDICATES #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 OPENING$ D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 630-13/ASCE 6-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 630-131ASCE 5-13, USING: F'm <br />1,500 PSI, TYPE'M" OR'S"MORTAR, ASTM C476 GROUT (3GOO PSI), UNITS LAID IN <br />RUNNING BOND. <br />16 ' WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3.-O"O/C MAX. SEE PLAN FOR VIWM 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 />REMARKi <br />IX6 WM14XW1�4 OVER <br />GENERAL <br />3 1/2' <br />1 <br />IL VA OR <br />I COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE OUANTITY AS BARS 11 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 />FM-I6xI8 <br />16, <br />CONTINUOUS <br />18" <br />(2) #5's <br />(.)0--0- <br />FMCw!SX!8 <br />W <br />CONTINUOUS <br />18, <br />(2) #5's <br />#5 IN CURB <br />VARIES <br />F I -24X24 <br />24* <br />24" <br />12- <br />—N <br />(2) 05fs <br />—F2)—#rs— <br />(-)W BELOW GRID <br />TE-1 <br />8. <br />SEE PLAN <br />8. <br />(-)(Y-4- <br />TE-2 <br />8. <br />SEE PLAN <br />1. <br />�l 7 —vs <br />(-)U-O- <br />1 CWC-12XI2 <br />12, <br />CONTINUOUS <br />12, <br />(2) 45's <br />#5 IN CURB <br />VARIES <br />FI-3OX30 <br />30- <br />11 <br />(3)46. s <br />(3) #6 <br />(-)8'BELOW GFID <br />F2-3OX30 <br />30- <br />(3) Ws. <br />(3) #5's <br />K-)12' BELOW ORD <br />FOUNDATION PLAN <br />SCALE: 1/4* = V-O" <br />i"I N. RONALD REAGAN BLVD, <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />- M <br />r DRAFTING BY7601*'111 <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1DO4 <br />TAMPA, FLORIDA 33634 <br />PH: 8134M&2628 <br />L FAX: 81&886-2802 o <br />mm <br />F-sunDiv. ag L074 <br />SILVERADO <br />LOT #22 <br />BLK #10 <br />PlitoixcT# <br />03719,000-22 <br />Tf9r-CAMDEN <br />GARAGIM STrWO: <br />LEFT <br />PAGIC: <br />FOUNDATION <br />PLAN <br />w,,j50-MPHjW. Pj <br />