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EXTEND <br />SLAB 1 112" <br />FM-12X78 <br />FM-12X12 <br />I— <br />4" CONC. <br />I <br />I a0 <br />1 1,1 <br />I' SLAB <br />r <br />°P <br />io <br />LLO w ro <br />LL <br />I <br />F-2 <br />,a <br />2 �4 <br />� <br />10 <br />I <br />FM-12X78 <br />I 1 <br />I <br />I <br />•I <br />E I <br />I <br />4 <br />�OF <br />1' PVC CHASE I <br />zo <br />FOR ELEC. @ <br />ISLAND <br />1 LL <br />m <br />I� <br />x <br />Ig <br />ILL <br />I <br />I <br />191_0" <br />19'-0" <br />Y <br />I <br />0 <br />I <br />i <br />aa. <br />y <br />EXTEND 4"PVC <br />CHASE <br />I <br />SLAB 1 1/2" �; <br />TE 1— <br />— — — — — <br />5 1/2 <br />SLAB <br />y <br />SLAB <br />Lb <br />LL <br />I <br />EXTEND <br />p <br />FM-12X78 <br />SLAB 1 112" <br />y 2 <br />,., <br />4 CONC. <br />1 <br />I <br />I <br />SLAB 3,�" <br />I 6' <br />1,11 <br />31M1 1I <br />2 <br />FMC-12X18 <br />71/2 <br />+ <br />4 <br />4 <br />L_ FM-12X18 11 <br />1'1 <br />FM-12X18 <br />_ <br />FM•12X12 <br />_ <br />2'-0- ). 4'-4" 1, 2'-0' <br />16'-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 NGVD. <br />S. 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 />1113INDICATED #6 BAR, MINDICATES #6 BARANDICATES #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. 530-13/ASCE 5.13, USING: FM = <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 4 OF SLAB SUPPORTED <br />3'-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 />INS W1.4xW1A OVER <br />GENERAL <br />31/2" <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 />FMC-12x18 <br />12" <br />CONTINUOUS <br />IS, <br />- <br />s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />1z' <br />s <br />s <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2)#5's <br />TE-1 <br />8" <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.abdesigngroup.com <br />AA #: 0003325 <br />a <br />yJ <br />i <br />lY <br />5 <br />mm <br />suBDIV. ae LOT <br />SILVERADO <br />LOT #12 <br />BLK #19 <br />PROJECT <br />04128.00-12191 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WIDNIG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 H B <br />12 <br />L SZ; 06/09/20 1 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" s i <br />