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TE-1 <br />F----7 <br />4" CONC. <br />0 <br />0' 0" <br />SLAB <br />b <br />of <br />TOP OF <br />I W ri W I <br />8'•0" 3'-6" SLAB 28•-2" <br />a <br />,. <br />17 <br />Y <br />r-4--- <br />1 <br />---'— <br />—FM-16x18 <br />----_ <br />__—� <br />2'-8" <br />i i15'4" <br />1,'-5" <br />10'-3" <br />4" PVC 1 1 <br />CHASEI�i <br />� <br />ml <br />§ <br />� <br />m ro <br />x <br />I I <br />T F <br />io <br />m <br />i i <br />SLAB 4I <br />xg <br />ILL <br />JJ <br />U <br />I 11 <br />I <br />�6 <br />11 <br />11 <br />,,•-10" <br />7'-5" <br />20'S" <br />d i <br />a� <br />ii <br />9 <br />11 <br />J—I� <br />—CW-12x1214 <br />11 <br />B It <br />L1 <br />��„ <br />L1 ii o <br />F-2 x24 <br />W-12Xt2— <br />II <br />L) <br />a <br />iv <br />Lv <br />UP T02ND FLOOR in <br />U II� = 4 <br />N <br />p <br />(FfELD VERIFY I <br />a ii� b® <br />a <br />EXACT LOCATION) 8 <br />II W ?P 3 <br />T1 Lu <br />^u <br />5 <br />'9y <br />9'3" 2'•8" <br />9'•0' <br />9'-3" 9'-5" a0 <br />I <br />I <br />1A 1 <br />N <br />I� <br />,. <br />a <br />O <br />I <br />� <br />I m <br />#3 TRANSFER STEEL <br />88L rn <br />24" O.C. MAX <br />ol <br />I <br />jk 0'-0" FIN. ELEV. <br />m <br />I <br />FIN. CONC. ONC. SLAB <br />I <br />I <br />m <br />4, <br />�I m <br />FMC- I <br />16xi8 �{ <br />- T-4" <br />2 -10" 16'-0, <br />2'-1 . <br />1'-0" <br />L— <br />— FM•18x18 <br />— — — — <br />J <br />M <br />:31/2" 0 <br />4"CONC. <br />SLAB w <br />o <br />2a <br />LL <br />• <br />4 4 <br />— <br />— — FM-121f18 _ _ _ <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 10 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 />WINDOVWDOOR 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.ONDICATES #5 BAR, ENDICATES #B BAR, EDICATES #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 9W <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 05 e <br />30", #8 =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 ALLALLOWIABLE <br />SOIL BEARING CAPACITY OF 2,000>SF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE *VS 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 0) 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 4021802-16, USING: Pm = 2,000 PSI, TYPE W" 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 />3'-0" O/C MAX. SEE PLAN FOR VWMI 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 I <br />REINF. <br />REMARKS <br />ex6 W1.4xW1.4 OVER <br />GENERAL <br />3 1!2' <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 <br />T <br />LONG <br />FM42x18 <br />12, <br />CONTINUOUS <br />161 <br />(2)#5's <br />FM-16x18 <br />10' <br />CONTINUOUS <br />16' <br />- <br />(2) *5'. <br />+0-0 <br />FM-20xl8 <br />20' <br />CONTINUOUS <br />18" <br />- <br />(2) 05's <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />16" <br />- <br />(2)#5's <br />- <br />VARIES <br />CW-12X12 <br />17, <br />SEE PLAN <br />17 <br />- <br />(2) #5's <br />- <br />+ 0'-0' <br />CWCd2x12 <br />12' <br />SEE PLAN <br />12' <br />- <br />(2)#Us <br />- <br />VARIES <br />F-24x24 <br />24" <br />24"LAN <br />12' <br />(1)#5's <br />(2) #5'6 <br />TE-1 <br />e" <br />SEE P <br />B" <br />- <br />11) #5's <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeolgngroup.00m <br />AA #: 0003325 <br />M <br />is <br />In21. <br />o <br />i <br />loss <br />Y <br />C <br />3 <br />5 <br />Ll <br />4 <br />milumv. & IAT: <br />ABBOTT PARK <br />LOT #9 BLK #12 <br />PHASE: 4C <br />PROJECT# <br />04181.04C-09121 <br />mODz l <br />4EHB <br />"2605- HAYDEN" <br />OARA0Z 811MCO: <br />LEFT <br />PAGM: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />O <br />DATE: 12/7/21 <br />mcALE: 1/4"=1"-0" <br />DHEET <br />s1 <br />