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TE-1 <br />1 <br />*:3 1/2"uj <br />11' I <br />4" ~ <br />4" CONC. <br />ri a SOLD' I <br />M <br />TOP OF <br />SLAB <br />3 <br />SLAB <br />11 <br />O <br />1, <br />11 F M -12 X 18 <br />— <br />— 4 — — -1EXTEND <br />2, 8" SLAB 1 1/2" 1T-10" <br />14'-7" 1 i <br />8'-11" <br />1 <br />1 BORA CARE TERMITE 11 <br />PROTECTION TREATMENT 4" PVC <br />MAY BE USED IN LIEU OF CHASE <br />SOIL TREATMENT i <br />I <br />w <br />X 11 Ri <br />00 <br />I 11 <br />I <br />N <br />LL � <br />11 <br />II <br />I <br />N <br />Nl— <br />21'-2" 1 j 16'-10" <br />I <br />i� <br />1 <br />TO - OF i I <br />1.1 SLAB f <br />LLI <br />I� <br />.I 1. <br />I � <br />EXTEND I <br />. <br />TE-2 <br />r _ _ <br />II <br />, <br />N <br />*5 1/2 I <br />' 1 ( 5 3'-4"1 <br />1 1 4.2, 6" 15'-8" 1.1 <br />19'-6" 18'-6". <br />N <br />N <br />NI <br />w �I <br />N EXTEND <br />(� 4" CONC.1 <br />SLAB 1 1/2" <br />Iw w SLAB I <br />1 <br />' 11 I <br />2 <br />11 <br />�cl)J LL 31% i <br />1 <br />I <br />1 N <br />N I <br />3'-10" <br />,d <br />1� -71/2 <br />1I <br />111 2 <br />L _ FM-12X18 1.1 <br />1 <br />LL <br />FMC-12X18 FM-12X18 FMC-12X18 <br />e 1'W12X12 <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 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 />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, EIINDICATES #6 BAR,WNDICATES #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 #6'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 />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />REINF, <br />REMARKS <br />6x6 W1.4XW1 A OVER <br />GENERAL <br />3 1/2" <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 <br />LONG <br />TE-1 <br />8"SEE <br />PLAN <br />W. <br />- <br />s <br />(-)0"-0" <br />FM712x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #6s <br />- <br />(+)0'-0" <br />FMC-12x18 <br />I " <br />CONTINUOUS <br />18'. <br />- <br />O#us <br />#5 IN CURB <br />VARIES <br />TE-2 <br />12" <br />1 SEh PLAN <br />B7 <br />s <br />(+)0"-0" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />2 #5's <br />+ <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.ebdesigngrouP.00m <br />AA #: 0003325 <br />R <br />>r <br />C <br />BunDiv. Ae LOT: <br />ABBOTT PARK <br />LOT #43 <br />BLK #9 <br />PR,oJECT# <br />0418 .00 -4309 <br />MODRIA <br />"1499-FREEPORT" <br />GARAGE B VIMM' <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />DRINT <br />A 12/06/19 <br />BCALE: 1/4"=1'—O" <br />811ZET <br />si <br />