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m" <br />ml <br />_ _ _ <br />— — — — — FM-12X18 — <br />— 1 — — — — FM•12X12 <br />• <br />ro <br />i \ \ <br />R � 4" CONC. <br />SLAB cxSl <br />io <br />4 <br />m <br />\ <br />\\`�\ <br />aK <br />11210'-0" <br />i4&� <br />gz <br />I ``\\ <br />EXTEND FM-12X18 1 <br />U <br />I �4" PVC <br />\\l`�CHASE <br />SLAB 1 1/2" 1.1 <br />\ <br />\ <br />OV <br />` <br />TOP OF <br />I <br />n <br />SLAB <br />4 <br />IX <br />I <br />4 <br />LL 1 `1 <br />\ <br />LL <br />\ <br />`\ <br />I <br />°Q <br />I <br />\\ <br />I <br />. <br />`,0 <br />t <br />I <br />• 05 1/2 <br />I I <br />" T-05 <br />I ., <br />I I <br />m � <br />IL <br />N <br />I o <br />en <br />I <br />EXTEND <br />I. <br />1 <br />2 <br />SLAB 11/2" <br />FM-12X18 4" CONC.I <br />law SLAB I I <br />T-4" I Q a �-3 112 <br />-7 1/2( <br />2 LL <br />p J <br />LUiFMC-12X18FM-12X18 `� <br />FMC-1 18 <br />Jill <br />F FM-12X78 J <br />o <br />FOUNDATION PLAN <br />SCALE: 1/4" =1'-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 +9-0". <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 />1113INDICATED #5 BAR, OINDICATES #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 #TS AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS 8) 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: F'm = <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-W 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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W I AXW1.4 OVER <br />GENERAL <br />3 1/2" <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 />BOTTOMREINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />E- <br />B" <br />- <br />s <br />(+ "-0" <br />FM-12xl2 <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />+ -U' <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5s <br />- <br />(+)9-0" <br />FM-16x1B <br />16" <br />CONTINUOUS <br />18" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />s <br />#5 IN CURB <br />VARIES <br />q^ <br />e <br />s <br />(- •y^ <br />Ii N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX, 407-774.4078 <br />wwwAbdosigngroup.com <br />AA #: 0003325 <br />r <br />oil <br />b <br />aggs <br />6 <br />4n <br />Us <br />Q <br />a1unDm to x10 <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />PmoJL'CT# <br />04181.000-02151 <br />moDulu <br />4EBB <br />"1828-CALI" <br />GARAaa awiNO: <br />LEFT <br />PACM <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />