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TE-1 <br />4" CONC. 40 <br />c <br />0'-0" <br />SLAB m <br />a <br />eo <br />TOPOF <br />IF W Lei <br />ao <br />8'-0" 3'-6" SLAB 28'-2" <br />p <br />3 <br />w <br />— <br />FM-16x18 <br />4 <br />1A 1 <br />2' -8" <br />t5,4„ I 1 <br />11.411 <br />10,4„ <br />4" PVC <br />CHASE 1(l <br />11 <br />tll 11 N <br />0 <br />tO <br />H <br />I I <br />I� II <br />TOP OF <br />SLABco <br />I II <br />11 <br />N <br />I <br />W U <br />pO <br />II <br />3p` <br />I I <br />tC12x12II <br />W- <br />2— <br />It <br />I <br />p <br />�p <br />l 1.1 1.1 I I <br />it <br />F-2 x24 <br />CWC-12x12�ilz <br />u <br />x <br />m <br />ID <br />0ii� LLI \I <br />ry <br />UP T02ND FLOOR ,n I <br />=o <br />(FIELDVERtFY I <br />8 <br />� <br />o <br />EXACT LOCATION) <br />w <br />En <br />N <br />LL <br />N <br />IN <br />1A V1 <br />" 1� <br />xk F <br />rn <br />U <br />#3 TRANSFER STEEL <br />(a� 24" O.C. MAX <br />1A <br />2 '4 <br />I <br />I <br />N <br />0 <br />I°° 1.1 �•1 SIM <br />lx <br />I <br />I <br />,K0'-0" FIN. ELEV. <br />FIN. CONC. SLAB <br />I� <br />I <br />col <br />r4�I <br />FM_16x18 _ J <br />FMG <br />16x18 <br />' <br />9'-8" <br />2-10" <br />— — — — <br />3 1/2" 0 <br />ro m <br />4" CONC. K <br />°Q <br />' <br />4 <br />v <br />SLAB W wI <br />J <br />m <br />4 <br />LL <br />_ FM-12x18 <br />4 � 4 <br />_ <br />20'1" IV-41, 6 4" IT_41, 10'4" <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 + 0'-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.EIINDICATES #5 BAR, 13INDICATES #6 BAR,ONDICATES #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 =36-1, 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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR VWVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <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 />17, <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />(+)0'-0" <br />FM-16x18 <br />16' <br />CONTINUOUS <br />1a" <br />- <br />(2)#66 <br />(+)0"-0" <br />FM-20x18 <br />20" <br />CONTINUOUS <br />1a" <br />- <br />(2)#5'5 <br />+0"-0" <br />FMC-16x16 <br />16, <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />_ <br />VARIES <br />CW-12x12 <br />17' <br />SEE PLAN <br />17, <br />- <br />O 'e <br />- <br />+ 0"1" <br />CWC-12x12 <br />17' <br />SEE PLAN <br />12, <br />- <br />(2) 's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12, <br />(2)#5's <br />(2)#6's <br />TE-1 <br />8" <br />SEEPLAN <br />8" <br />- <br />(1)#5's <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />04 <br />GO <br />.LL <br />h <br />?lUDDIV. ec LOT <br />ABBOTT PARK <br />LOT #9 <br />BLK #14 <br />PHASE #4C <br />PR <br />OJECT# <br />04181.04C-09141 <br />MODEIA <br />4EHB <br />"2605-HAYDEN" <br />GARAGE OWING: <br />LEFT <br />PAGE <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />r ARCf RECT; <br />DAM 02/07/22 <br />scALE: 1/4"=1'-0" <br />SHEET <br />si <br />