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39'$' <br />9-4r <br />9'd" <br />15'-10, <br />3'4' <br />36'•2" <br />3'-8' <br />S <br />TT OP OF <br />t9 <br />SLAB <br />• IF — <br />—FMA2X12 — I — <br />— — 1 <br />— <br />— _ — FM- <br />I a <br />I <br />� 4" CONC. x <br />SLAB I <br />O a LF-24X24 <br />I <br />+3 12 1' 0 <br />li <br />r <br />1. <br />1 <br />FM-12X78 XTEND <br />SLAB 1 12" <br />4' PVC <br />CHASE <br />�l <br />I <br />i� <br />i, <br />I <br />Tom— <br />SLAB <br />i <br />�i <br />I <br />�I <br />i� <br />LL <br />i i� <br />� <br />� <br />i� <br />i <br />I <br />5'-T <br />�i 15'4" <br />b <br />—b— <br />TE 1 <br />— — — <br />— — <br />— -J <br />r. <br />' <br />•I <br />� <br />I <br />I <br />�.5 12 <br />e <br />21 <br />171-8' <br />5 <br />3.0. <br />I <br />� <br />I <br />I <br />I <br />_� <br />�I <br />I <br />�I <br />� <br />I <br />I <br />01 <br />a <br />-EXI <br />- - - - - <br />,' <br />SLAB" 1D12" <br />2 <br />14" CONC. �� ao FM-12X18 <br />m <br />1• <br />SLAB 01 N <br />3 12 y al i I <br />T-V <br />I <br />L1 <br />- - - - <br />LL 2 <br />1-7 12 <br />Y <br />11 <br />I <br />L <br />2X FM-118 — J <br />MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />10'-2' 3'-10" <br />18,_W <br />2'-8" <br />14'4r <br />4' <br />21'J" <br />39'S <br />FOUNDATION PLAN <br />SCALE: 11,V • 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 +-V-V. <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 WRH 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 />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. ENNDICATED 05 BAR, INDICATES YB BAR, OINCATES X7 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", 05.361, AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE S12E AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARNG CAPACITY OF 2,OOOPSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'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.530.13IASCE 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 C478 GROUT MW PSq, UNITS LAID IN <br />RUNNING BOND. <br />16. VINE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'4r Or- MAX. SEE PLAN FOR WWII SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 91h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />BUS W1. 4U1111A OVER <br />GENERAL <br />3 1- <br />a MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3P LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />T <br />LONG <br />8" <br />PLAN <br />SEE PU <br />1P <br />- <br />+ 4T <br />FM-12112 <br />17 <br />CONTINUOUS17 <br />2 !St <br />FM-INI8 <br />12, <br />CONTNUOUS <br />18- <br />42, en>t <br />+ -0' <br />FM-18x18 <br />16' <br />CONTINUOUS <br />18' <br />- <br />+ -0" <br />FMC-1Dc18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />) OP. <br />eS IN CURB <br />F-24x24 <br />24' <br />24' <br />12 <br />- - <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-7744078 <br />FAX: 407-774-4078 <br />wwwAbde• oup.com <br />AA •: 0003325 <br />pill <br />6 <br />y <br />3t <br />y <br />Q <br />O <br />M <br />UWVP <br />=UDDIV. II L01! <br />ABBOTT PARK <br />LOT #3 <br />BLK. #7 <br />Fn sl w 7 <br />moD 4EBB <br />"1828—CALI" <br />GANAGZ IIIIwDah <br />RIGHT <br />PAGIL <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />DATA <br />9/12/19 <br />MAIM 1/4"=1'-0" <br />si <br />