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I✓ <br />39'$" <br />28'-8" <br />16-10" 9'-0' <br />W4r 'd" <br />3'-W <br />36'-2" <br />T P OF <br />:Q <br />SLAB <br />" <br />1 FM-12X12 <br />+1 FM-12X18 <br />1 <br />SLAB <br />:F-24X24 <br />`` <br />LL ` I <br />Og <br />1 <br />1,-0„�.3 1n <br />+++ <br />FM-12X18 <br />+++�+ <br />EXTEND <br />4" PVC <br />1 <br />SLAB 1 1/2" Li I <br />1+CHASE <br />I <br />+ <br />+ <br />. <br />1 <br />TOP OF I <br />+ <br />1 A <br />SLAB <br />\+ <br />t� <br />+ <br />7 <br />15'-8" <br />I <br />`tl <br />1 <br />• +-51n <br />I i . <br />IT-W <br />2'-8"4" <br />1 <br />1 <br />I <br />3'- 5 <br />io <br />16 <br />EXTEND-1 <br />2 <br />SLAB 11/7 <br />1.1 -- <br />FM-12X18 )^ri 4"CON[ <br />.-1N I9 W SLAB 1 <br />171nI <br />3'd' ILL INo. V31n I <br />LL <br />_-�� <br />b <br />m 11 <br />MC-12X18 FM-12X18 a <br />FMC•12X18 <br />L FM-12X18 �' J <br />4 4 <br />2'-w <br />16'-0" <br />2'-8" <br />4'd" <br />X-10" <br />10'-2- <br />21'4" <br />14'-0- <br />39'-W <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 -40. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION --9-0", 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 I/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. [INDICATED #5 BAR, BNDICATES #6 BAR, INDICATES 97 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", #5 =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 2,000PSF. 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: Fm = <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 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, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW" OVER <br />GENERAL <br />3 10 <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 />I WIDTH I <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10" <br />- <br />FW12X12 <br />12" <br />CONTINUOUS <br />12, <br />- <br />(2)#Ss <br />+ -p <br />FM-1208 <br />12, <br />CONTINUOUS <br />18" <br />FM-16z18 <br />18" <br />CONTINUOUS <br />18, <br />FMC-1208 <br />12, <br />CONTINUOUS <br />18' <br />- <br />s <br />#5 1N CURB <br />VAaIES <br />- z <br />24" <br />-pw <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdssko"up.com <br />L AA#:0003325 <br />O <br />a <br />aV>s m a LOT: <br />ABBOTT PARK <br />LOT #9 <br />BLK. #10 <br />[FROJ=T - <br />09102 <br />MODEzs <br />4EBB <br />"1826-CALI" <br />GARAGN EWDM: <br />LEFT <br />PAGM <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />