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L— TE-1 1 <br />ISLAND i // <br />I 11 12 <br />ILL <br />I <br />I <br />I II <br />U <br />O <br />I It <br />O <br />�I f ( <br />1, <br />1, <br />o <br />,/ <br />r <br />rn <br />u' <br />23'-6' / / 16'-6" <br />• I b/ <br />4 <br />I <br />' <br />( <br />TE�17 <br />EXTEND r <br />_ <br />I� <br />I SLAB 1 1/2" �) N <br />Y L TE-1 J <br />I— — TE-1� m <br />V <br />6 <br />I <br />I <br />I <br />�I -31/2� <br />I <br />I <br />IEXTEND <br />I <br />FM-16X18 SLAB 1 1Y1• <br />I <br />m <br />N <br />I I SLAB w a� I <br />I J 1/2+ 4'-6• ipI <br />I <br />W <br />W <br />- o <br />I L-- 2 N <br />-- <br />mI 4 1.1 n <br />Z <br />2 <br />.1 <br />I 5 2• 4 I m <br />fi I TEA / IU <br />I� <br />I 1 Q F2-24X24 -51/2" <br />I <br />I <br />L FM-16X18 FMC-16X18 <br />FM-16X18 <br />FMC-18X18 - <br />— <br />— — — — <br />4'4' 1, I. 2'-7" I. 16'-0" t 1 I. 7-7" <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 -4-(r. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0•, SEE SURVEY PLOT FOR NAVD. <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 1/2" 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 />WINDOW/DOOR 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.OINDICATED #5 BAR, DINDICATES #6 BAFLUNDICATES #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", #6 =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 2,000 PSF. 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. 530-131ASCE 6-13, USING: Pm = <br />1,500 PSI, TYPE "M• OR•S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER jOF SLAB SUPPORTED <br />T-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, 6th EDITION <br />-I- If 491Ij l 1t <br />© S'xv MASONRY COLLP'N <br />W/ (2) -3'S ARE <br />DESr*M0 TO BE <br />PLACED IN CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOUN W/ 9 DOWEL <br />N FOUNDATION, <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1..I.4 OVER <br />GENERAL <br />3 112" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE 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 />LONG <br />FM-16x18 <br />IV, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(+)()'-(" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />#5's <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />7M s <br />(+)D"-0" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />001- " <br />Fi-30X30 <br />30" <br />30" <br />12" <br />(3)#5'S <br />s <br />_ <br />(-)V-W <br />F112X42 <br />42" <br />1. <br />12" <br />(3)05S <br />s <br />001-8" <br />F2-24X24 <br />1 24" <br />24' <br />12" <br />(2) #5S <br />s <br />01'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />A A C A 1 T E C T• <br />Groin <br />441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 40T-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />q <br />L4 <br />8 <br />O <br />iLi <br />oxnmlrv. ale 7101: <br />SILVERADO <br />LOT #11 <br />BLK #13 <br />PMinoT/, <br />03719.000-11132 <br />bWDZX.c <br />"2045-LANTANA" <br />GA>teAas BVMWG, <br />RIGHT <br />PAGM <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />OP 8/17/20 <br />I ICAM 1/4"=1'-0" <br />sign= <br />si <br />