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FOUNDATION NOTES <br />TF-1 <br />-- — <br />F 7 <br />38" 262" <br />12 <br />4" CONC. <br />E? <br />TOP OF <br />SLAB aO W <br />q <br />o <br />SLAB <br />W I y a <br />I W <br />~I I~ <br />� <br />Q <br />I <br />` <br />FM-IBX18 — — — — — <br />— — <br />�\ <br />EXTEND <br />1 <br />6'-4" <br />```�` 13'-2" <br />SLAB 1 1/7 10'-2" <br />4 <br />Y <br />I% <br />I <br />I <br />% <br />\ �I <br />4" PVC CHASE��\ ro <br />LLI <br />Y <br />LL <br />%SLAB <br />I <br />8'-2" <br />a <br />a <br />N TA 1 <br />z <br />O <br />>> <br />Iio <br />q 1D <br />It UP TO 2ND FLOOR `, <br />n (FIELD VERIFY ; <br />I <br />u EXACT LOCATION) <br />n <br />9 <br />iv <br />9 <br />I <br />r �' <br />I _ — <br />4 <br />'P <br />—� CV1,C-,-,6x,2 <br />23'-4" U `r <br />I� I <br />� - <br />CWC-16X12 <br />EXTEND g <br />io <br />SLAB, VT 1 <br />EXTEND <br />LFM-16X18 <br />— <br />— 51/2" a <br />SLAB 1 112" <br />'.8"1, 3'-5" 3'-7" <br />I 14'-8" <br />4" CONC. <br />°D SLAB <br />ao <br />I� wad <br />I� pa <br />LL <br />I <br />I <br />ti <br />fI <br />N <br />Vl <br />L-FM_16X18 <br />W <br />o <br />I <br />> <br />2 to <br />N <br />0 <br />q <br />q <br />1.1 <br />1.1 I <br />'4' <br />5'-4" <br />'-4" <br />2'-10" <br />8'•0" <br />21'A" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 114" = ,'-0' <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 +-V-0", SEE SURVEY PLOT FOR NAVD. <br />S. 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 la" 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 />WINDOWNDOOR 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. CNDK)ATES #5 BAR, 9401CATES #6 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 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", #8 =38�, 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 2,000PSF. 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 402/802.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402602-16, USING: Fm = 2.000 PSI, TYPE "M" ORS" <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 WAWM 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 />REINF. I <br />REMARKS <br />6X6 W1.4XW1.4 OVER <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'LEGEACH WAY. <br />MARK <br />WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-1SX18 <br />16, <br />CONTINUOUS <br />16' <br />(2)05's <br />FMCASX18 <br />16' <br />CONTINUOUS <br />16' <br />- <br />(2)#5's <br />VARIES <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#515 <br />-)0'-^ <br />TE-2 <br />17 <br />SEE PLAN <br />ic" <br />- <br />(2)#5's <br />_ <br />.0,-0„ <br />F-24X24 <br />24" <br />24' <br />17' <br />(2) 406s <br />(2) #5's <br />_ <br />(+)0p'-0" <br />F2-24X24 <br />24" <br />24" <br />16' <br />(2)#5's <br />(2)#5's <br />_ <br />-)p•-0• <br />CW-16X12 <br />18" <br />CONTINUOUS <br />17, <br />- <br />(2)#5'1 <br />CWC-16X12 <br />16' <br />1 CONTINUOUS <br />17 <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30' <br />30' <br />1T <br />(3)#6% <br />(3)#5's <br />(-)0A" <br />Fi-24X24 <br />24' <br />24" <br />12, <br />(2)#5's <br />(2)#6s <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />yC <br />Al <br />g <br />� <br />rrS <br />1t <br />�L <br />O <br />yopFj <br />1}py� <br />aunDiv. a LOT: <br />ABBOTT PARK <br />LOT #23 BLK. #12 <br />PHASE: 4C <br />PIROJ=T# <br />04181.04C-2312 <br />MOaEi. <br />3EEB <br />"2260-ELSTON" <br />OARAGE aVIIIING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DwTM 10/26/21 <br />BCAI.>c: 1/4"=1'-0" <br />WWII' <br />si <br />