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39'-8" <br />28'-6" <br />,�• <br />9,,8• <br />91-6" <br />15'-10" <br />3,4" <br />36'-2" <br />y03'-00' <br />SLAB <br />12X18— — — <br />— ' <br />IX <br />I a <br />4" CONC. <br />w SLAB <br />(f <br />a #-3 1/2 1-.0" LF-24X24 <br />I <br />101-0" <br />10 <br />.. L1 <br />I <br />r <br />1 FM-12X18 EXTEND <br />SLAB 1 112" <br />4" PVC <br />CHASE i <br />i� <br />" <br />I <br />— <br />i <br />I <br />TOP OF <br />SLAB <br />.I <br />I// <br />LL <br />IN <br />19'-0" <br />5'-0" <br />/ <br />,., <br />c <br />— <br />— <br />TE1 <br />— — ----� <br />I <br />I <br />N <br />*-5 1/2 <br />17'1" <br />5 3'-0„ <br />I <br />m <br />I <br />�I <br />�I <br />� <br />9I <br />EXTEND <br />SLAB 1 1/2" <br />2 <br />m <br />1- CONC. �( FM-12X18 <br />,SLAB � W) <br />*3 1 /2 <br />`---- o <br />2 <br />*-71/2 <br />1 M <br />I <br />L 1.1 FM-12X18 _ J - <br />FMC-12X18 v <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />1.1 <br />1.1 <br />10,-2" <br />3'-10" <br />4' <br />2'-8" <br />16'-0" <br />2,-8" <br />14'-0" <br />21'-4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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.OINDICATED #5 BAR, EIINDICATES #6 BAR,IIIINDICATES #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 />1,5D0 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 3 OF SLAB SUPPORTED <br />X-O" 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />(I. W 1 AxW1 A OVER <br />GENERAL <br />31/2" <br />6MILVAPOR <br />COMPACTEDFILL <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 />BOTTOMREINF. <br />TOP REINF. <br />T.O.F. <br />SHORT LONG <br />-1 <br />8" <br />- s <br />+ 0"-0" <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- ( )#vs <br />+ 0"-0. <br />FMA208 <br />12" <br />CONTINUOUS <br />18" <br />(2)#69 <br />FM-16x16 <br />16" <br />CONTINUOUS <br />18" <br />- s <br />+0"-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />1F, <br />- s <br />#51 CURB <br />VARIES <br />1441 N.RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />L AA #: 0003325 <br />3 <br />c <br />16 <br />O <br />iggo <br />6 <br />b <br />aUBDIVI. Se LOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK #15 <br />PROJECT* <br />04181.000- 08151 <br />MODEIs <br />4EBB <br />"1828-CALL" <br />GARAGE 9VIING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />11 <br />DAA F-RIE. 08/13, <br />aCALE: 1/4"=1'—O- <br />8*=MT <br />s1 <br />