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SLAB <br />v_-- <br />__— <br />— — — <br />— <br />— — <br />FM-16X18 <br />— <br />�/� <br />TE-1 <br />3 <br />IF2-30X30 <br />10'-3" <br />3'- ,— <br />3'-2" <br />! /4'-5" <br />1.1 <br />� <br />1.1 // <br />I � 4"GONG. r• <br />4 <br />pW, LL SLAB <br />I <br />ro <br />I a <br />IN <br />F1-30X30 <br />� <br />/ <br />4" PVC <br />CHASE/ <br />5'-10" 9'-2" <br />� <br />3 va" <br />;4�'-4- <br />LU <br />CHASE �i/ V <br />CH <br />c <br />a <br />FM-16X18 EXTEND <br />FOR w U <br />I 1 SLAB 1 1/2" N <br />[1"PVC <br />ISLAND i// O <br />id <br />J <br />W <br />22'-2" <br />8'-10" 19'-0" �/ <br />I <br />� <br />ol 0"___ <br />TOP OF/ f <br />SLAB i <br />o <br />I <br />/ X-2" I <br />/ <br />TE-1 J <br />/i <br />\ / <br />i w <br />+-01/2" <br />4 <br />/ 12 <br />I <br />i� <br />29'1" <br />20'-8" <br />o <br />1� <br />N <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />N <br />M <br />.I <br />TE2 <br />I' <br />1 <br />TE2 <br />-----I <br />1.1 <br />7 <br />a <br />2'-3" 5 <br />*-51/2" <br />� <br />0 <br />3I <br />1A <br />5'-6" <br />2,_8„ <br />2,_8" <br />U <br />2 <br />o <br />EXTEND <br />N <br />I <br />SLAB 1 1/2" <br />I <br />5T <br />11 iv <br />� <br />N <br />�. <br />F1.24X24 <br />o <br />-3 1/2" <br />I„ <br />9 <br />w I <br />X <br />1 0 3-4" <br />FMC-16X1841 <br />c5I <br />w <br />4" CONC. <br />SLAB <br />1'-6" 8,_0" <br />10" 2,-0„ 16,_0„ 2'_0" <br />I W <br />�I gW 4 <br />z 4 <br />gI N <br />FM-16X18 1A <br />3'4" 11'-0" <br />�P <br />m <br />71 <br />Y <br />F1-24X24 <br />' <br />1.1 <br />FM-16X18 <br />— _4_-71/2— — — — <br />_TE=1 <br />'I- <br />9'-4" <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'-0", 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.CIINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 />2,000 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 />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, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />616 W 1.44V I A OVER <br />GENERAL <br />31/2" <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 />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF, <br />T.O.F. <br />SHORT I <br />LONG <br />FM-16x18 <br />16" <br />CONTINUOUS <br />181, <br />- <br />(2) #Vs <br />(+)0'-0" <br />FMC-16xi8 <br />16" <br />CONTINUOUS <br />181. <br />- <br />s <br />#5 IN CURB <br />VARIES <br />Ft-24x24 <br />24" <br />24" <br />12" <br />O ff g"-- <br />2) Ws <br />(-)8" BELOW GIRD <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s(-)0'-4" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />1 s <br />(-)V-0'- <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />5s <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />11 <br />30" <br />12" <br />(3) #5's <br />(3) #5's <br />(-)8" BELOW GRD <br />F2-30X30 <br />30" <br />30' <br />12" <br />(3) #5's <br />(3) #5's <br />(-)12" BELOW GIRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />►NCNITECT81 <br />6 <br />GrouoLn <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134386-2628 <br />fAX: 813-886.2802 <br />MOM & LAT <br />SILVERADO <br />LOT# 9 <br />BLK# 15 <br />PROJECT# <br />03719.000-09151 <br />MODEL. <br />2795-CAMDEN <br />OARACiE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 APH E <br />D <br />r'p2W11/18, <br />SCALE: 1/4"=1'—O" <br />SHEET <br />si <br />