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TE-1 <br />T-6" 28'-2" <br />0 <br />0'-0 <br />o <br />ao <br />TOP OF SLAB <br />I w m <br />wF. <br />r 4" CONC. <br />r <br />3 <br />I SLAB a <br />i <br />M <br />C N <br />a <br />------- --� <br />r <br />11 <br />—4 -- <br />---1— <br />—FM-16x18 <br />+ <br />ii <br />1A <br />i i <br />1.1 <br />21-8" <br />15'-4" 1 1 <br />11'-8" <br />10'4" <br />11 <br />11 <br />11 <br />Im 4" PVC <br />CHASE <br />0� <br />i <br />III <br />OP OF <br />TOP <br />� <br />LL i i <br />SLAB <br />g <br />11 <br />11 <br />O <br />J <br />J <br />N <br />( C) <br />o <br />w- <br />I q <br />11'-t0" 11 <br />T-5" <br />20'-5" = 1` <br />9 <br />LL <br />CW12xi2 <br />11 <br />11 <br />- <br />1.1 ;' <br />n <br />" <br />cwclzxlz <br />Oiip <br />m <br />— — — <br />— — <br />WI{3 o <br />any <br />—W <br />Q <br />m <br />0110 �� 89 <br />°p <br />H <br />UP TO 2ND FLOOR m I <br />n I x N <br />iv <br />C <br />(FIELDVERIFY I <br />aiiW o� <br />EXACT LOCATION) <br />5 <br />1.1 I <br />` <br />3'-01.1 <br />I <br />ii 4 1- <br />x a <br />O <br />r <br />• <br />I N <br />)x 1A 1 <br />iv <br />#3 TRANSFER STEEL\ <br />@ 24" O.C. MAX <br />2 1A op <br />. <br />I <br />I� SIW <br />I FIN. CONC. SLAB m <br />Ig <br />I it �I <br />4 LLI 0 <br />• 2 10" 16'-0" <br />m <br />2'-1 1 <br />— — ——FM_16x18 — J <br />4 <br />4 6 <br />1.1 <br />LL <br />� <br />io <br />4" CONC. <br />'v <br />SLAB <br />N <br />- LL <br />— _ — FM <br />20'-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 + 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.EIINDICATES #5 BAR, EIINDICATES #6 BAR,ENDICATES #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 (FOP 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: Fm - 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7IA EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />31/7' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' 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 />(+p'-0" <br />FM-16k18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />'s <br />FM-20x1B <br />20' <br />CONTINUOUS <br />19, <br />- <br />( 's <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />16' <br />. <br />( R's <br />- <br />VARIES <br />CW-12x12 <br />17' <br />SEE PLAN <br />1T <br />- <br />(2)W. <br />- <br />(+)1"-0" <br />CWC-12112 <br />12" <br />SEE PLAN <br />17, <br />- <br />(2)Ws <br />- <br />VARIES <br />F-24x24 <br />24" <br />24' <br />17' <br />) 's <br />) 's <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />_ <br />(1)i�'s <br />_q^ <br />44 <br />1441. N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32760 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />n <br />a <br />gI <br />L <br />9UHDIV. de LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK. #9 <br />PROJECT# <br />04181.000-07091 <br />MODEL." <br />4EHB <br />"2605- HAYDEN" <br />GARAGE S7RNG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH W. C <br />A. A <br />NO <br />PRLNT 05/06/21 <br />DATE: <br />SCALE: 1/4"=V-0" <br />SHEET <br />sl <br />