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39'-W <br />3'3" <br />36'-r <br />TOP OF <br />�' <br />SLAB <br />— 1 — —M -12X12 <br />— — — FM-12XIS — <br />1.1 <br />� <br />Foa! III <br />SLAB <br />L::4"CONC. <br />44010 <br />'-0 <br />10 <br />� <br />M-72Xi8 <br />1 <br />4" PVC <br />SLAB 1 1/2* 1 I <br />CHASE <br />, <br />\� <br />TOPOF <br />, <br />SLAB <br />I:2 ,, <br />4 <br />I ' <br />; <br />I <br />I `, <br />I <br />I <br />l <br />x <br />I I <br />Io <br />I <br />�% <br />Al 1510 5'-W <br />I <br />� <br />I <br />TE-1 <br />b <br />1. <br />I <br />I. <br />I tt <br />tt <br />+61n <br />4- <br />17'-r <br />2'-W <br />I <br />3'-0" 5 <br />I 1 <br />I <br />io <br />� a <br />I <br />I <br />EXTEND <br />i <br />2 <br />SLAB 11/2' <br />1.1 -- <br />m <br />FM-12XIB I�` ri 4" CONC <br />5 law SLAB I I <br />I INa31n <br />71n <br />�I <br />2 LL <br />3'<" <br />b J <br />LFMC-12X18 a <br />FM-12X18 <br />FMC.12XIS <br />1.1 1. <br />L — FM-12Xi8 J <br />4 4 <br />1. <br />2'-8" <br />18'-0" <br />2'-W <br />4'1" <br />3'-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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION -0'-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 n" 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 />WINDOWIDOOR 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, EINDICATED #5 BAR, BNDICATES #6 BAR, WDICATES 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 (05= <br />30", 06 =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,OOCPSF. 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 C476GROUT(3DDO 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, Bth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6x6 WIA-1.4 OVER <br />GENERAL <br />3 12' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATKN4 WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REIW. <br />T.O.F. <br />LONG <br />TE-1 <br />8' <br />SEE PLAN <br />IT <br />- <br />s <br />FM-1 Z(12 <br />12' <br />CONTINUOUS <br />12" <br />(2) #5's <br />+ 0' <br />FWIZ(18 <br />,r <br />CONTINUOUS <br />18" <br />2 #5's <br />P. <br />FM-IOX18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />) <br />FMC-12z18 <br />it <br />CONTINUOUS <br />18" <br />- <br />2 s <br />#5 IN CURB <br />VARI <br />- 4x24 <br />4 <br />24' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesW*oup.com <br />L AA #: 0003325 <br />Q <br />i <br />AWE <br />a <br />S� <br />a <br />aysDiv a: Loaf <br />ABBOTT PARK <br />LOT #10 <br />BLK. #7 <br />PROMWTIP <br />4 .0 - 0071 <br />MODW&A <br />4EBB <br />"1828-CALI" <br />OwiRAas sw 40 <br />LEFT <br />PACE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />pltmT <br />DATO 12/05/10 <br />MCALL': 1/4"=1'-0" <br />Evil= <br />S1 <br />