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39'A" <br />TE-1 <br />r — — — — —1 <br />o 4" CONC. <br />w SLAB <br />-a4o <br />a <br />L6 I <br />TOP OF <br />4 <br />28•_2" SLAB <br />3 <br />� <br />inn <br />1.1 <br />r <br />— — — <br />— — — <br />FM-16x18 <br />11 <br />— — <br />— —) <br />—4 <br />it <br />it <br />1J 1.1 <br />I <br />3•_9• <br />g• p" <br />g•_g•• <br />18•�• <br />i i <br />g•_g•• <br />it 4" PVC <br />It ICHASE <br />4 <br />Im <br />_ <br />ii ml <br />cc W <br />04� m <br />fD <br />I <br />TOP OF <br />J <br />4 <br />SLABuj <br />tlI <br />U U <br />OO <br />II <br />T <br />I <br />i I <br />20'-5" <br />T 5" <br />11'-10" <br />w <br />� <br />CW-12x12 1'1 <br />rZ <br />it <br />II <br />O <br />�ii <br />f-2 4 o <br />ii 1.1 1.1 I <br />II <br />gi <br />CWC-12x11 <br />— —� — <br />w— <br />r <br />w °� <br />e <br />YN <br />to <br />Ulm <br />I UULj <br />I n UP TO 2ND FLOOR <br />�ii� <br />I (FIELD VERIFY <br />O <br />n'o <br />rT-''Iw <br />8 EXACT LOCATION) <br />jiff <br />1,1 <br />5 <br />y <br />I I <br />1.1 3.-0" <br />0 <br />x <br />03 TRANSFER STEEL <br />I <br />. <br />(� 24" O.C. MAX <br />rn SIN. <br />v <br />I co <br />1A 2 <br />0'-0" FIN. ELEV. "' <br />I <br />o <br />I <br />1.1 1.1 m <br />m FIN. CONC. SLAB <br />I <br />r— N. 0 <br />to <br />I� <br />I4" CONC. <br />SLAB w <br />fl <br />o <br />4 <br />ILL <br />" <br />1.1 <br />�� <br />i g wi <br />alb <br />LL <br />io <br />14:3 1/2` y <br />L FM-1808 <br />_ — <br />FMC <br />16xi8 <br />3'-8" 9'-11" <br />4'-5" <br />•10' <br />i6'-0' 2'-1 " <br />m <br />� <br />ro <br />I a <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 +-V-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 112" 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. IANDOIS, 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.DINDICATES its BAR, OINDICATES N6 BAR,MNDICATES 87 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 (i'5 = <br />30", 06 -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 i5'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: 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 } OF SLAB SUPPORTED <br />3'-0" 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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />j THICKNESS <br />I REINF. <br />I REMARKS <br />616 W1.4xW`1 4 OVER <br />GENERAL <br />3 1/Z' <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 />TO. F. <br />SHORT <br />LONG <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)p5's <br />16" <br />CONTINUOUS <br />18" <br />- <br />O s <br />20" <br />CONTINUOUS <br />18' <br />- <br />OA5k <br />CF-24x2424.""" <br />16, <br />CONTINUOUS <br />16' <br />17, <br />SEE PLAN <br />17, <br />+ •-0' <br />2 <br />17, <br />SEE PLAN <br />17, <br />- <br />1 1 's <br />- <br />VARIES <br />24" <br />24" <br />17' <br />) s <br />() s <br />(+)0" T <br />8" <br />SEE PLAN <br />8' <br />- <br />11) 's <br />(-)cr'-4" <br />1 N. RONALD REAGAN 8l <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoslgngmup.com <br />AA If: 0003325 <br />C <br />O <br />sUDDM de W7'il <br />ABBOTT PARK <br />IDT #17 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-17131 <br />MODEL" <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BVWG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />am <br />DATE: 02/08/22 <br />scwLE: 1/4"=1'-0" <br />GREET <br />sl <br />