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33'-10" <br />*31/2" 20 <br />4" w I <br />4" CONIC.zo <br />m <br />CONC. p ¢ <br />SLAB <br />wl SLAB <br />3 <br />r- I- <br />SLAB <br />m <br />1.1 <br />f — — — — <br />— <br />— — — <br />— — — — <br />— — — — FM-12X18 <br />— —sue'.-- , <br />9'-0' <br />6'-0" <br />6'-0" <br />11'4" <br />I <br />D' <br />TOP OF <br />o <br />SLAB <br />z <br />I <br />7 <br />U <br />4"PVC <br />CHASE <br />- <br />O <br />I <br />'a <br />ILL <br />N <br />I <br />11'-3" <br />L26'-9" <br />1 <br />I <br />1.1 <br />I <br />I <br />I. <br />1.1 <br />EXTEND <br />SLAB 1 1/2" <br />L---- <br />_TE'2__ <br />r <br />i <br />8 1" <br />2 8" <br />N <br />95" I <br />• I <br />,�,•5 1/2 I <br />5 <br />3 5" <br />m <br />i <br />. <br />12 I <br />N <br />w <br />r"s °BIf ° W, I <br />J <br />� I 312 <br />1 EXTEND <br />1.1 SLAB 111/2" <br />I <br />*71/2 <br />4 � <br />4 FMC- 5.3'4" 5•2X18 <br />&IFMC- <br />1.1 <br />FM-12X18 1.1 12X18 L _ _ FM-12X18 _ J <br />— — <br />— <br />T--urrrrn= En <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 +-0'-W, 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 />11.01NDICATED #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 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: 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 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 W1.4xW1.4 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 />TE-1 <br />8.. <br />SEE PLAN <br />8" <br />(1) #5'. <br />(+)01-0" <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2) #5'e <br />FMA208 <br />12" <br />CONTINUOUS <br />1&' <br />- <br />(2)#5'a <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />VARIES <br />F2-24x24 <br />24" <br />24" <br />12" <br />(2)#5's <br />(2)#51 <br />" <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407.774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />a <br />h <br />g <br />K <br />E <br />q64 <br />>lUHDIV. to XOTCl <br />ABBOTT PARK <br />LOT #5 <br />BLK #15 <br />PROJECT# <br />04181.000-05151 <br />MODEA.: <br />1408" <br />"DAKOTA" <br />GARAGE I,III►ING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />