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TE 1 <br />28'-2" <br />3'-6" 81-T <br />4 <br />0'-0" <br />R <br />—1 <br />TOP OF SLAB <br />so <br />4" CONC. <br />(L <br />SLAB I <br />•-yy <br />3 <br />O <br />w <br />M <br />in <br />1 <br />. <br />r _------- <br />FM•16x18— <br />—1--- <br />1 <br />11"I--'---a—F,18� <br />,,1 <br />I <br />1 <br />1A <br />1.1 <br />10'-0" <br />11'-8" <br />1115'd" <br />4 <br />h <br />11 <br />4" PVC <br />I' CHASE <br />mI <br />`O <br />Iii <br />TOP OF <br />SLAB <br />i <br />i i <br />LLI <br />U <br />V <br />I <br />� <br />liI <br />I <br />00 <br />20'_5" <br />Ts„ <br />LL <br />9 <br />i <br />CW-,2x,2 ,., <br />rl� <br />U <br />rT-N <br />Lam_ <br />i i 8 <br />'7 <br />F-2 4 <br />o <br />,.111 I <br />u�i <br />M <br />Nmi <br />�11� <br />CW�i12X�� <br />11 <br />W <br />N Qlly 4 <br />r <br />_ <br />H <br />LL 0110 ro <br />I <br />Y <br />a <br />u) <br />I U1iU <br />I <br />'n <br />UP TO 2ND FLOOR <br />iv <br />a0 <br />I <br />(FIELDVERIFY <br />0 <br />� <br />f- <br />� li W <br />8 <br />EXACT LOCATION) <br />Y <br />ii <br />tl <br />I <br />I <br />1.1 <br />y-0„ <br />o_ <br />N <br />i 1A <br />i <br />iv <br />I <br />#3 TRANSFER STEEL <br />o <br />� 24° O.C. MAX <br />�, <br />iv <br />I <br />I <br />'4 <br />1A <br />2 <br />}�0'-0" FIN. ELEV. iV <br />N <br />.1 <br />1.1 m <br />FIN. CONIC. SLAB <br />I <br />SIM. <br />IN <br />(� <br />11 <br />I <br />�I <br />o <br />a <br />L _ 2-16x18 <br />I <0 <br />4 <br />4 <br />I <br />u' <br />m <br />F <br />� m M <br />r w 4" CONIC. <br />I p SLAB <br />LL <br />L____ FM-12x18_—�__ <br />i� <br />o <br />. <br />EV <br />v <br />N <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 w0'4% 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 MATH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.0INDICATES #5 BAR, 6,INDICATES 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 SMALL 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 4021602.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i 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, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x8 WIAXW1.4 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 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 />FW12xl8 <br />17 <br />CONTINUOUS <br />16• <br />- <br />(2)#5's <br />- <br />(+)0'-U' <br />FM-16x18 <br />16" <br />CONTINUOUS <br />19, <br />- <br />( s <br />FM-20X18 <br />20" <br />CONTINUOUS <br />16, <br />- <br />s <br />FMC-16xl8 <br />16, <br />CONTINUOUS <br />16' <br />- <br />O 's <br />- <br />VARIES <br />CW-12X12 <br />12" <br />SEE PLAN <br />12' <br />- <br />1 's <br />CWC-1202 <br />12" <br />SEE PLAN <br />12, <br />- <br />O 'a <br />- <br />VARIES <br />F-zaxza <br />2a" <br />za" <br />1r <br />( 's <br />( # 's <br />" <br />TE-1 <br />8" <br />SEE PLAN <br />81• <br />- <br />s <br />(-)0"-4" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407.774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />d <br />A <br />BVHDiV Ae L+ol: <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJWT <br />04181.006-32112 <br />MODffiIt <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH E <br />