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b <br />I <br />I <br />4" CONC. <br />R° <br />eo <br />3 <br />I SLAB <br />(--4 <br />--- <br />---1— <br />—FM-18x18 <br />---------, <br />2'-8" <br />15'4" <br />i <br />I� <br />LL <br />OF <br />SLAB <br />m <br />�I <br />LL <br />20'-r <br />n <br />t. CW-,2x12 <br />b <br />F-2 x24 <br />ii <br />Lp <br />b <br />~ <br />~"4"F <br />— — — <br />g <br />N' VC <br />CHASE <br />PTOFLOOR <br />(FIELD VERIFY <br />EXACT LOCATION) 8' <br />a IIw <br />ul <br />' 4 y <br />x O <br />cN <br />' <br />,. <br />TOP OF <br />SLAB <br />I <br />p <br />I <br />It, <br />I <br />#3 TRANSFER STEEL <br />y <br />U <br />� 24" O.C. MAX <br />�.�ly0�l-O" FIN. ELEV-O" FIN. ELEV. <br />Y FIN. CONIC. SLABCONIC. SLAB <br />r <br />I <br />ILL <br />I <br />ml <br />m <br />�I <br />a <br />• 2'-10" <br />181-0" <br />2'-10" <br />.1 <br />LL <br />TD <br />— <br />_—FM_18)18 J <br />4 <br />4I <br />I <br />i.1 <br />O <br />LLI <br />0" <br />7 <br />9 8" <br />L— <br />FM-t8x18 <br />J <br />IS ax'o <br />— <br />— — — — <br />LL <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />FOUNDATION NOTES <br />I. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +44'. <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 />S. 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 />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOVWDOOR 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.ONDICATED #5 BAR, ENDICATES #8 BAR, ODICATES #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', #8.361, 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,OOWSF. 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 MM PS1), 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 WWII SIZE. <br />INSPECTOR NOTE: <br />1, STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Slh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />616 WI.4-1.4 OVER <br />GENERAL <br />3 1/l' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION. WITH 3O' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-1208 <br />17 <br />CONTINUOUS <br />- <br />18' <br />(2)#5S <br />FM-16xl8 <br />loll <br />CONTINUOUS <br />is" <br />- <br />(2)#55 <br />FM-20X18 <br />20" <br />CONTINUOUS <br />IS" <br />- <br />(2)#6s <br />+O^{p <br />FMC-16x18 <br />IV, <br />CONTINUOUS <br />toll <br />- <br />(2)#6's <br />- <br />VARIES <br />CW-12112 <br />17, <br />SEE PLAN <br />17, <br />- <br />(2)#5's <br />+O•-0" <br />CVVC-12c12 <br />12' <br />SEE PLAN <br />IT <br />- <br />(2)#5's <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />IT <br />12)#5's <br />(2)#5's <br />TE-1 <br />It" <br />SEE PLAN <br />8" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.7744078 <br />www.abdeskgngroup.com <br />L AA #: 0003325 <br />anmr <br />at raniv a x "ft <br />SILVERADO <br />LOT #11 <br />BLK. # 12 <br />[pnoim" <br />04 28. —1 1 1 <br />moon It <br />4EHB <br />"2605— HAYDEN" <br />GARACim 81FINC H <br />LEFT <br />PAO& <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />