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TE1 <br />8"0" 3'-6" <br />2V-2" <br />m <br />4 <br />TOP OF SLAB <br />17 <br />w <br />ao <br />4" CON[. <br />W <br />SLAB <br />$0. <br />a <br />r <br />II <br />—4 — — —•�'� <br />— — —'— <br />— FM-16x18 <br />— — — <br />— — — — — —� <br />r-8" <br />15'-4' I I <br />,1'-8' <br />10'-0" <br />4" PVC <br />CHASE <br />he <br />i <br />$0-'P <br />�4 <br />9 <br />I 1 <br />TOP OFI <br />SLAB <br />¢, <br />T <br />LL <br />W <br />J <br />U U <br />I <br />II <br />Q <br />20'-5" <br />w� <br />Ij <br />9 <br />LL <br />11 <br />cw-,2xi2 rl� <br />it <br />am <br />- - — <br />a <br />�1 <br />ii <br />F-2 <br />X24 <br />Ion <br />y <br />Lull <br />tN <br />UP TO2NDFLOOR in <br />I <br />Vii�j <br />LLI ' <br />`v <br />C <br />(FIELD VERIFY <br />—ni <br />o� <br />EXACT LOCATION) <br />-to W <br />3'-0" <br />5 <br />,8 <br />I <br />y <br />9'4" <br />2'-6" <br />91-0" <br />8'-3" <br />9'-5" <br />XX O <br />F- <br />I <br />W7 <br />WAY <br />#3 TRANSFER STEEL <br />rn <br />U <br />@ 24' O.C. MAX <br />2 <br />I <br />M <br />I <br />tv �0'-0' FIN. ELEV. <br />FIN. <br />„ <br />CON[. SLAB <br />wI <br />4 <br />�I <br />Q <br />— — ——FMM-116x18 <br />— J <br />4 <br />4 <br />0 i <br />0" <br />7,-6" <br />9 8" <br />— — FM-16x18. <br />— — — — <br />— <br />a gI <br />r° <br />q <br />FM-12x18 <br />LL <br />J <br />Y <br />YV <br />— — — — — — — <br />� fV <br />20'-4" <br />FOUNDATION PLAN <br />SCALE: 114' = 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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION --M", SEE SURVEY PLOT FOR NGVD. <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.IHINDICATED #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 (W = <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 # 6'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 W I AXWI A 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 />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />IV, <br />- <br />(2)#Vs <br />(+)0'-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />I <br />- <br />s <br />+0"-0" <br />FM-20x18 <br />20" <br />CONTINUOUS <br />1V, <br />- <br />We <br />+)0"-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />I <br />- <br />s <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />12" <br />CWC-12x12 <br />12" <br />SEE PLAN <br />it <br />- <br />s <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />TE-1 <br />8" <br />SEE PLAN <br />1 8• <br />1441 N. RONALD REAGAN 81. <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />l AA #: 0003325 <br />Is <br />C <br />� <br />aummo . ae Loa': <br />ABBOTT PARK <br />LOT ##27 <br />BLK ##8 <br />P1tOn=T# <br />04181.000-27083 <br />MODRU <br />4EHB <br />"2605- HAYDEN" <br />GAMAGIC awING: <br />LEFT <br />PAGM. <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />D�AM 11/26/19 <br />aCAIM: 1/4"=1'-0" <br />N*rm P <br />si <br />