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0 <br />N <br />CUR <br />SLAB <br />-1 — — <br />— <br />— TE1— — — — <br />r — <br />1 — — <br />— <br />— FM•16X18— <br />— <br />— <br />—� i <br />3 <br />IF2-30X30 <br />10'-3" <br />3'-2" <br />Y-2" <br />-5' <br />1.1 <br />W <br />� <br />I <br />I w <br />a. M SLAB <br />// <br />a <br />Fi-30X30 <br />4" PVC i <br />(~ <br />CHASE <br />% <br />N <br />5-10" <br />9'-2" 4'-0" <br />i f <br />40112 <br />1" PVC CHASE <br />r <br />FM-16X18 <br />— <br />/ <br />cwi <br />I 1 <br />EXTEND <br />FOR ELEC. @ku <br />i �' <br />SLAB 1 1/2" Y <br />ISLAND <br />//� <br />O <br />22'-2' <br />I <br />�'? <br />TOP OF <br />// <br />I <br />SLAB <br />/ <br />i <br />Im <br />fi <br />in <br />' <br />/ <br />I <br />if <br />4 <br />tQ <br />,., <br />10'-10 <br />EXTEND <br />SLAB 1 1/2" <br />11 <br />FM 1 BX18 <br />1.1 <br />I—. <br />F1-24X24 <br />12" <br />-3 1/2 <br />.- <br />' <br />3'-W <br />1, <br />i- FMC-16X18 <br />4" CONC. <br />SLAB <br />' W 0' <br />Q <br />�a <br />Ft-24X24 <br />TE-1 <br />EXTEND <br />p. <br />SLAB 1 1/2" <br />H <br />— — <br />4' CONIC. <br />SLAB <br />— — — — TE-2 — — <br />-3 1/2 io <br />+-51Q <br />' \ <br />SLOPE 1/8" <br />PFR FT <br />iv 2 <br />N� �I <br />LL <br />10" 2'-0" <br />_ I <br />4 #-71/2 <br />LL FM-16X18— — <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'-W, SEE SURVEY PLOT FOR NAVD. <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 />11.01NDICATED #5 BAR, GINDICATES #6 BAR,ENDICATES #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. 530-131ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM G476 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 />X-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, 69t EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />616 W1.4xW1.4 OVER <br />GENERAL <br />3 112" <br />6 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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />LONG <br />16" <br />CONTINUOUS <br />18" <br />(2)#Ss <br />16"CONTINUOUS <br />18" <br />s <br />#5 IN CURB <br />VARIES <br />0FMC-16xl8 <br />24" <br />24" <br />12" <br />l(2)5s <br />s <br />(-8"BELOW GRD <br />8"SEE <br />PLAN <br />8" <br />s <br />- '-4" <br />8"SEE <br />PLAN <br />W, <br />s <br />-0'-0" <br />12" <br />CONTINUOUS <br />12" <br />s <br />#SIN CURB <br />VARIES <br />30" <br />30" <br />12" <br />(3) #6s <br />- 8" BELOWGRD <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #6s <br />(3) #6s <br />(.)I q-, BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-O" <br />A I C N I T I C T i <br />6 <br />Grown <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.ebdesipgroup.mm <br />AA #: 0009328 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC.EN 5439 BEAUMONT CTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134OW2628 <br />FAX: 813-886-2802 <br />> UDG Z LOT" <br />SILVERADO <br />LOT #12 <br />BIX #13 <br />PROJECTA, <br />03719.000-12131 <br />WIDDEL <br />2795-F <br />GAFLAGE a7RNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH AR. B <br />