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38'-8' <br />EXTEND <br />SLAB 1 112" 1 <br />v <br />a <br />FM72X12 `- <br />FM-12X18 <br />1 4' CONC. <br />SLAB <br />CD <br />m <br />m <br />I� A3 1/2' LLO w Q. <br />Y <br />F-24X24 <br />ILL <br />I <br />I <br />I <br />r- FM-12X18 --- <br />� <br />I <br />I <br />.I <br />I <br />T° T P OF <br />I <br />9 <br />I SLAB <br />1" PVC CHASE °D <br />FOR ELEC. 0 N <br />u ISLAND <br />t LL <br />t4 <br />Im <br />ILL <br />I <br />I <br />I o, <br />o., I <br />I <br />z <br />o <br />I ^ <br />EXTEND 4' PVC <br />SLAB 1 1/2' ;.CHASE <br />TE1— <br />— — — — — <br />4'CONC. <br />SLAB <br />°� <br />zo <br />17' 8' <br />TOP OF <br />SLAB <br />I <br />I <br />T-6. <br />XI <br />N <br />EXTEND <br />O 2 <br />FM-12X18 <br />SLAB 1 1/2' <br />w <br />I r--- �� f-" <br />m <br />a <br />14 CO;' LL) <br />I• <br />• I I SLAB a ¢, <br />I 3 1/2' W1 NI 6' 3'-4. <br />6' <br />I <br />I <br />�� <br />LL <br />2 <br />7 yr FMC-12X78 <br />MC- 4 <br />4. <br />I <br />L— FM-12X18 1.1— J <br />F11F,2X12 <br />12X18 1_ <br />1.1 <br />FM-12X78 <br />— — — — — — <br />rrfm <br />4'-4' LP'-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+-0'-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0', 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 112' 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 />11.13INDICATED #5 BAR, E31NDICATES #6 BAR, ENDICATES #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 INHE 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 (FOP 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.530-131ASCE 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: 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 } OF 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 />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />8X6 W 1.4XW 1.4 OVER <br />GENERAL <br />3 1Y2' <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-12X18 <br />12' <br />CONTINUOUS <br />18, <br />- <br />(2) #5's <br />(.)a -a <br />FMC-/2X18 <br />12" <br />CONTINUOUS <br />18• <br />- <br />(2 #Ss <br />- <br />VARIES <br />F-24.24 <br />24' <br />1. <br />12" <br />(2) #5's <br />(2) #5'6 <br />)0'-4' <br />FM-12X72 <br />12• <br />CONTINUOUS <br />12' <br />- <br />(2) #5's <br />(-)0'-4' <br />TE-1 <br />8' <br />SEE PLAN <br />8' <br />- <br />(1) #Ss <br />- a-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />a <br />IB <br />y <br />��II <br />O <br />bbt <br />• <br />'a <br />x <br />U <br />ly <br />� <br />g <br />9 <br />0 <br />twT` x <br />SUBDIV. de LOT: <br />SILVERADO <br />LOT #16 <br />BLK #19 <br />PROJECTjp <br />04128.002-16191 <br />MODELe <br />4EAB <br />"1672-ARIA" <br />GARAGE BVIING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DATE: 06/30/20 <br />8CAL.E: 1/4"=1'-0" <br />FOUNDATION PLAN 8xaET <br />SCALE: 1/4" = V-0' s l <br />