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30'A" <br />29'A" <br />10'-0" <br />F <br />TE-1 <br />4" CONC. <br />SLAB <br />I~ <br />Ow �31/2 <br />ma <br />I <br />r------- <br />— FM-12X18 <br />---- <br />— <br />' <br />EXTEND <br />I <br />SLAB 1 1/2" <br />2,-O" <br />I <br />2'-4" <br />13'd" <br />10'-4"5'-8" <br />8'-r <br />.I <br />I <br />I. <br />I <br />• IXTT <br />OPOF <br />a <br />O <br />SLAB <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />21'-0" <br />.I <br />I <br />,9 <br />I• <br />4" PVC <br />CHASE <br />20'-V °i <br />19'-4" <br />- L — — TE-1 — <br />— — — <br />I <br />I <br />°D <br />5 12 <br />EXTENDSLAB <br />[T4-r <br />1 1/2" <br />5 <br />I <br />I� <br />Iw <br />Tr <br />EXTEND <br />I ,� <br />,2 <br />99 <br />SLAB 11/2" <br />FM-12X18 <br />----� <br />(� 4" CONC. <br />I , <br />�a w SLAB <br />LLI <br />4" 3,1. 4" 4 3 1 Q <br />MC-12X18 <br />FM-12Xi8 <br />FMC-12X18 <br />L <br />FM-12XIB <br />------- <br />4 <br />FM-12X12 — <br />---- <br />4 <br />1.1 <br />1 <br />2'-8" <br />18'-0" <br />1'-r <br />'-4" <br />4'-0" '-4" 4'-8" <br />8'-10' <br />191-8" <br />8'-8" <br />IT-4" <br />39'$" <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-O" <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 />8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 10 FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAVNGS. <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 ARCHTECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAVVINGS FOR WALKWAY SLAB LAYOUT. <br />11.MNDICATED #5 BAR, @JDICATES #6 BAR, MIDICATES #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 0" = <br />3(", #B =381, 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 OTHERVSE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE A5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS S) 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.1, 530-13/ASCE 5.13, USING: Fm= <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-W O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 5th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />8x8 W1.41W1.4 OVER <br />GENERAL <br />3 12" <br />8 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARSSAME S1ZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />FM-1Zd8 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)Aws <br />FMCA2s18 <br />tr <br />CONTINUOUS <br />181, <br />- <br />(2)#5's <br />- <br />VARIES <br />FM-IN12 <br />IT <br />CONTINUOUS <br />IT <br />- <br />(2)#6s <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />) s <br />#51N CURB <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774.4078 <br />www.abdosVeoup.com <br />L AA #: 0003325 <br />h <br />n <br />AN <br />j <br />apip <br />Jill <br />I <br />atr>�iv ea :.oaA <br />SILVERADO <br />LOT #15 <br />BLK" #7 <br />P1�OJmCT <br />41 8. 0 - 507 <br />moDzu <br />"1751-NEUVILLE" <br />GAlt"Z OVIINC : <br />LEFT <br />AAOM: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />