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TE-1 <br />m <br />+-3 1/2" <br />' <br />I'7 <br />w <br />I <br />4'4� <br />O <br />K 4' <br />~ <br />4" CONC. <br />m <br />Ina <br />SLAB <br />T� Op OF <br />SLAB <br />3 <br />SLAB I <br />1.1 <br />cq <br />O <br />N <br />1----it FM-12X78 <br />--4 <br />--1 <br />)-- M—' <br />I2,-0" <br />EXTEND <br />SLAB 1 112" 11'-10" <br />14'-7" <br />11 <br />4" PVC <br />CHASE1 <br />1 <br />UU <br />W O <br />I <br />N <br />LL <br />LL r <br />11 <br />N <br />21 •-2" <br />01 <br />18'-10" <br />m_ <br />0�T'� l <br />iS <br />1 <br />i <br />1.1 <br />SLAB 1 <br />• <br />I <br />EXTEND <br />I <br />SLAB 1 112"_ <br />TE-2 <br />• <br />_ <br />I <br />m *-51/2 <br />I <br />N <br />� <br />5 3'-4'I <br />"2'-8" <br />I <br />15'-6" <br />1.1 <br />19'-6" <br />18'-6" <br />i <br />a <br />I <br />N <br />� <br />ro <br />I <br />N <br />I <br />� <br />O LLI <br />N <br />ry 4" CONC <br />LL <br />EXTEND <br />Iw <br />Ig SLAB I <br />2 <br />SLAB 1 1/2" <br />( <br />Iy * 9 1/ <br />01 J <br />X-10" <br />i <br />.$.-71/2 <br />FM-12X18 <br />_ — <br />1.1 <br />— — <br />- <br />1 <br />LL FMC-12X18 <br />— — — — <br />FM-12X18 <br />— — — <br />FMC-12X18 <br />— — — <br />FM-12X12 <br />LA I <br />ILA I— e <br />&'w <br />FOUNDATION PLAN <br />SCALE: 1/4' = V-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 --M". <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 />S. 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, OINDICATES #6 BAR,11111NDICATES #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,D00 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 />1,500 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 4 OF SLAB SUPPORTED <br />3'-W 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1.4%W1.4 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 W' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOPREINF. <br />T.O.F. <br />SHORT <br />LONG <br />TEA <br />8" <br />SE P <br />B" <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />(+)0'-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />181, <br />- <br />( s <br />#5 IN CURB <br />VARIES <br />TE-2 <br />12" <br />". <br />- <br />e <br />_ <br />(+Xy'-0" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />IF <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-77"078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ar <br />2 <br />6 <br />Q <br />1py <br />r <br />$z <br />p <br />14 <br />a <br />3 <br />sumniv. & IAT <br />ABBOTT PARK <br />LOT #6 <br />BLK #15 <br />PRDJMCT# <br />04181.000-06151 <br />MOD&'IA <br />4EWB <br />"1499-FREEPORT" <br />GARAGIC >lWWO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH fE. C <br />DRINT <br />ATZ: 08/13.1 0 <br />SCALE: 1/4"=1'-0" <br />SHE= <br />si <br />