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-3 1/2" <br />m <br />IF a� <br />n a <br />I SLAB <br />11 <br />---------1 <br />77m-12X18-4 <br />------ <br />— —, <br />EXTEND <br />14'-7" <br />11'-10" SLAB 11/2" <br />I <br />I <br />I <br />4 <br />ml <br />UU <br />I <br />N <br />I <br />LL <br />li <br />N <br />16 -10" 21'-2" <br />m <br />N <br />� <br />X 1 <br />N <br />(� 1.1 <br />I <br />ILL <br />0' <br />TOP OF <br />SLAB <br />R <br />4" PVC <br />CHASE <br />\\\ I <br />I <br />EXTEND <br />—TE_2 —SLAB 1 1/2" <br />CONC. <br />� <br />S <br />�4" <br />SLAB <br />W51/2 <br />,-TOP" <br />F SLAB <br />I I <br />15'-6" 2'-8" 4" I I <br />N <br />15 <br />I <br />m <br />I <br />I W <br />q <br />G <br />N <br />lu <br />Im O <br />I <br />N <br />y <br />14 CONC. <br />_I <br />to <br />2 SLAB g wl <br />1 1 +-3 1/2 N a( <br />I <br />EXTEND <br />SA1/2" <br />— --- <br />L <br />-71/2 <br />I <br />•10. <br />FMC-12X78 FMC-12X18 <br />----FM-12X18 — — — _ <br />— — <br />FM --X18 11.1 <br />— <br />• FM -1_2X1a' <br />m�w <br />— <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-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 +4-0". <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 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.E11NDICATED #5 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$HALL 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 6.13, 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 i 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 />6x6 W1.4xW1.4OVER <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 I <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TEA <br />8" <br />SEE PLW <br />8" <br />- <br />s <br />(+)0"-0' <br />TM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />(+)0'-o" <br />7M5712x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />O s <br />- <br />VARIES <br />TE-2 <br />12" <br />E A <br />8" <br />- <br />s <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />2 1#5's <br />+ " <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH:407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />6 <br />C <br />SLTBDIV. dg LOT <br />SILVERADO <br />LOT #38 <br />BLK #18 <br />PROJECT <br />04128.001-38181 <br />ILODEL- <br />4EWB <br />"1499-FREEPOV' <br />GARAGE 9TfWG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DACE: 07/24/20 <br />SCALE: 1/4"=1'-0" <br />8HEET <br />s1 <br />