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39'A" <br />11'-0" <br />28'4i <br />'-4" <br />9'•8' <br />9'-0" <br />15'-toll <br />3'-4" <br />Jill — <br />I <br />FM-12X12 <br />1 <br />FM-12XIS <br />4" CONC. I' § <br />SLAB I <br />I . <br />1 <br />ILL <br />o e' +3 1 n 1,-0" LFl-24X24 <br />10'4T 10 <br />I <br />r 1 <br />FM•12Xi8 XTEND <br />1. <br />1 <br />I <br />•I <br />SLAB 1 117 <br />I <br />I <br />I <br />IO <br />I <br />I <br />SLAB <br />f <br />I <br />�I <br />� <br />I <br />Ix <br />ILL <br />I <br />•I <br />I• <br />I <br />I 1 <br />4" PVC <br />%CHASE <br />b <br />Q�� <br />— <br />I <br />"2 <br />8 <br />17-0" <br />5 3 1 <br />I <br />• <br />I <br />�I <br />i• <br />�I <br />I <br />I <br />i <br />I <br />-EXTESLABLD <br />I <br />1/2" <br />2 <br />14" CON�I m FM-12X18 <br />SC. LAB awl X r, <br />1• <br />oy <br />1 3 to y l IgL I <br />3•-4" <br />I c;1-7 <br />1n <br />L 1' <br />FM-12X18 J <br />F14.12X12 <br />MC-12X18 <br />FM-12X18 <br />FMC-M18 <br />4 <br />4 <br />.1 <br />.1 <br />10'-2" TAT <br />2'-8" <br />161-0" <br />2•4r <br />21'•4" <br />14'-0" 4'4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 114" - V-0" <br />z <br />O <br />n <br />4" CONC. <br />!SLAB <br />TOP OF <br />sue <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 +-0'-0". <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 />8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 12" 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 />WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.121INDICATED #5 BAR, GNDICATES #S BAR, MDICATES #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", 08 -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 ALLALLOWABLE <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 8J ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13IASCE 5.13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.131ASCE 5.13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT XW PSq, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />3•-0" O/C MAX. SEE PLAN FOR WWNI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 81h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />8xe W1.4%W1.4 OVER <br />GENERAL <br />3 12' <br />8 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS . WTH SCHEDULE <br />PROVIDE EACH WAY <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />I BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />TEA <br />8" <br />SEE PLAN <br />toll <br />- <br />O i <br />- <br />FM-1202 <br />12, <br />CONTINUOUS <br />12, <br />- <br />(2)#5's <br />♦ol'.1p <br />FM-12X18 <br />12' <br />CONTINUOUS <br />IS, <br />(2)05's <br />(t)0'-(P <br />FM-18X18 <br />18" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-12s18 <br />12, <br />CONTINUOUS <br />19' <br />- <br />(2)#5's <br />#51N CURB <br />V RI S <br />F-2424 <br />24" <br />24" <br />12' <br />IN <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />h <br />tQi <br />tl <br />O <br />C <br />a <br />-1 <br />E-7 <br />aZMDIV. & ion <br />SILVERADO <br />LOT #9 <br />BLK, #11 <br />PR JWT 4128.00 — <br />09111 <br />moDz]w <br />4EBB <br />"1828-CALI" <br />GAiewoa awnrG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />r BTAAROHMECT <br />TE OF FLORIDA <br />ROIMD A ABOUCHAM <br />�aa�l�ll <br />Dw� 10/23/1B <br />aCA&Z. 1/4"=1'-0" <br />a14EL"P <br />S1 <br />