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39'-8" <br />TE-1 <br />4" CONC. <br />SLAB <br />- <br />a <br />- <br />I0'-0" <br />w �w wl <br />a H <br />TOP OF <br />rn <br />28 2" SLAB T-6„ I,_,, <br />- <br />3 <br />r— — — — — _ <br />FM-16x18— <br />I <br />i { 4" PVC <br />;CHASE <br />- <br />Itp <br />tO <br />TOP OF <br />SLAB <br />iiI LLI <br />U O <br />I <br />I I <br />�0 <br />w y <br />I <br />ii I <br />- <br />20'-5" <br />T-5" <br />LL <br />9 <br />=I <br />FI�— CW-12x12— <br />ii I <br />"; <br />L --r- <br />.I, B <br />8 11 <br />' <br />O <br />n <br />LLII <br />F-2 4 o <br />ii <br />O <br />Ow <br />CWC-12x1 2� <br />x <br />w <br />Ony <br />— -- <br />`° <br />- ---- <br />iii— <br />LL �) <br />Oii <br />O <br />N <br />IN <br />I <br />n UP TO 2ND FLOOR <br />a <br />O <br />>iiw <br />I (FIELD VERIFY <br />B <br />N <br />I ( "Id <br />EXACT LOCATION) <br />I <br />O <br />O <br />'Bi <br />I <br />5 <br />3, 0" <br />2 <br />o <br />x <br />rT—' #3 TRANSFER STEEL <br />I <br />a <br />@ 24" O.C. MAXI <br />vOJi SIM. <br />I <br />1A 2 <br />0'-0' FIN. ELEV. <br />I <br />�I <br />FIN. CONC. SLAB <br />I <br />I ro <br />Im <br />la"conc. <br />SLAB <br />4 <br />w <br />I awl <br />21 <br />LL <br />_ <br />*_31/2" al <br />L FM-16x,B— <br />---J <br />FMC- <br />I <br />16x18 4 <br />4 <br />9-8" <br />,_a. <br />iv <br />_, 0" <br />16'_O,. 2,-1 . <br />FM-16x18 — — <br />I�4 <br />LL <br />4 <br />-16X18 <br />5'-4" <br />Fzr,r <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+-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 />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.OINDICATES #5 BAR, OINDICATES #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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, 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 W WM 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 />THICKNESS <br />I REINF. <br />I REMARKS <br />116 W1.4xW1.4 OVER <br />GENERAL <br />31/2" <br />6MIL 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 />18" <br />- <br />(2)#5's <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FM-20x18 <br />20" <br />CONTINUOUS <br />19, <br />- <br />(2) 415's <br />FMC-15x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />()#5's <br />- <br />(«)0"{p <br />CWC-12x12 <br />12" <br />SEEPLAN <br />12 <br />- <br />(2)#5's <br />_ <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2) #5's <br />TE-1 <br />8" <br />1 SEE PLAN <br />B., <br />- <br />(1)#5's <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />W W W.abdesigngroupxom <br />AA #: 0003325 <br />W <br />S <br />QMINI <br />i <br />9 <br />9 <br />S <br />9 <br />SUDDIV. de I.OT: <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK #9 <br />PROJECT# <br />04181.000-16091 <br />MODEIs <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 WH E <br />I <br />Am06/14/21 <br />CALE: 1/4"=V-0" <br />HEET <br />s1 <br />