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7E-1 <br />28'4" T-6" <br />m <br />I <br />I <br />TOP OF SLABAB <br />m <br />w <br />4"CONC �I <br />I� oli <br />SLAB <br />W <br />3 <br />N, <br />Q <br />�'— — — — — <br />— — <br />—4— <br />—, <br />�_F_M-1�x_18— <br />T <br />1.1 <br />i i 1 <br />101•0" <br />11'-6" <br />1115,-4 <br />2'-8" <br />1.1 <br />i i <br />i �/ 4" PVC <br />i CHASE <br />9 <br />I <br />1 1 aDl <br />K <br />m0.01.$ <br />iV <br />TOP OF <br />J <br />ILL <br />9 <br />SLAB <br />U <br />I <br />N <br />ii <br />DO <br />II <br />c <br />I <br />20'-5" <br />T_5" <br />11'-10" <br />LL <br />Z CW-12x12 1'1 <br />ti <br />1�1� <br />U <br />$ <br />au <br />4a2 <br />F-2 4 c <br />CWG12x1r2'— <br />® <br />wii <br />_ _ <br />W <br />Iw— <br />N QIIN <br />LL m o m <br />v <br />Gj <br />in <br />I u <br />I u1 UP TO 2ND FLOOR <br />a <br />°f'a.�iW <br />0 <br />(FIELD VERIFY <br />I <br />O <br />- <br />nlTi <br />8 EXACT LOCATION) <br />sc <br />� 11 <br />1,1 <br />5 <br />8 <br />u <br />x <br />9'-6" 9'-3" <br />9'-0" <br />2'-8" <br />9'4" <br />>o <br />1 to <br />N. <br />M <br />1.1 1.1 I <br />#3 TRANSFER STEEL <br />0. <br />O <br />(� 24" O.C. MAX UI <br />y SIM. <br />0'-0" FIN. ELEV. ry <br />FIN. CONC. SLAB I <br />1.1 1.1 <br />m <br />I <br />Im it I <br />lolIl <br />�f <br />ILL 1 1.1 ,-10" <br />16-0" 2' 7 ' <br />L _ FM-18x18 <br />LL <br />� <br />4" CONC. <br />FM-16x18 <br />J <br />is <br />I p a SLAB v <br />LL <br />FM-12x18 <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 +-0'-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 />8. 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 />8. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WNNDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND MATH THE MANUFACTURES SPECIFICATIONS. <br />10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.OINDICATES #5 BAR, OINDICATES 06 BAR,MNDICATES #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 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 402/802-16, USING: Fm - 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-O" O/C MAX. SEE PLAN FOR VWWM 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 />REINF. <br />REMARKS <br />6x6 W 1.4011.4 OVER <br />GENERAL <br />3 1/7, <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS] 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 />FM-12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2) #6's <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18, <br />- <br />( <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />- <br />FMC-1608 <br />16, <br />CONTINUOUS <br />16' <br />- <br />() #Ts <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />17' <br />7277b $ <br />CWC-12x12 <br />17, <br />SEE PLAN <br />17 <br />- <br />1 #69 <br />VARIES <br />F-2424 <br />24" <br />24" <br />'s <br />(2) 's <br />TE-1 <br />T' <br />SEE PLAN <br />8" <br />- <br />s <br />_X7•�^ <br />MAY <br />11 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />a <br />d <br />t <br />t <br />rr <br />S <br />5 <br />9VHDIV. Aa LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK. #9 <br />PROJECT# <br />04181.000-06091 <br />MODEL1 <br />4EHB <br />"2605— HAYDEN" <br />GARAGE BWDIG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 XPH EXP. C <br />