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M-1 <br />qo-A" <br />28'-8" <br />11'-0" <br />3,-4" 15'-10' <br />3'-6" <br />38'-2" <br />`.Q <br />TOP OF <br />SLAB <br />"' <br />eo <br />1A 1 <br />— — —FM-12X12 <br />— — — — — FM-12X18 <br />H 4"CONC. <br />SLAB� <br />3 117 <br />�`; <br />FM-12X18 <br />EXTEND 1A <br />1 <br />CHASE4" PVC <br />\;, <br />SLAB 1 1/2" 1 <br />I <br />I <br />1 1A <br />\ <br />I ,\, <br />D <br />� <br />TOP OF <br />I <br />\ <br />SLAB <br />I <br />Ix <br />\ <br />I <br />,% <br />\` <br />m <br />\ <br />L—__— TE1 <br />I <br />4" <br />T-0" 5 <br />I 1.1 <br />I <br />I <br />m <br />EXTEND <br />1 1P' <br />2 1A <br />Sim. <br />SLAB 11/2" <br />-- <br />1,1 <br />A <br />FM-12X18 :2 IW LL 4"CONC.I <br />i_ <br />law SLAB <br />ry <br />3,-55. 1/2" I ly a �--3 1/2" II <br />,A <br />4:717 <br />1A 2 <br />5 — —J <br />1. <br />IM' <br />1 1A <br />1 <br />FMC-12)(18 FM-12X18 <br />FM <br />FMC-12X18 <br />F1"IC <br />4 <br />F LFMC <br />1�FM-12X18-12X18 <br />4 <br />.1 <br />2'-8" 161-0" <br />2'-8" <br />3'-10" 10'-2" <br />4'1" 14'-0" <br />21'-4" <br />39'$" <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'-V. <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 12" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11ANDICATES #5 BAR, UNDICATES #6 BAR, INDICATES #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 =361, 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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,00(PSF. 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 8) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402802.16, 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 (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-9' O!C MAX. SEE PLAN FOR WWII 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. <br />REMARKS <br />Bxe W7.4xW1.40VER <br />GENERAL <br />3 12' <br />6 MIL VAPOR <br />COMPACTEDFILL <br />BARRIER <br />FOOTING <br />LEG EACH WAY, <br />PROVIDE CORNER BAR S SAME SIZE QUANTITY AS B ScD7HEDUN30E <br />MARK <br />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10" <br />- <br />( )#Fs <br />FM-12112 <br />12, <br />CONTINUOUS <br />12' <br />- <br />(2) #5's <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#S. <br />7M71918 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12, <br />(2)#6% <br />(2)#5's <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.ebdeslgngro up.00m <br />AA #: 0003325 <br />W <br />d <br />ro <br />IL <br />ISVHDIV. & LO <br />ABBOTT PARK <br />LOT #11 <br />BLK #13 <br />PHASE 4B <br />PROJECT# <br />04181.04B-11131 <br />MODEIs <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />I <br />O2/08/22wTE:cALM.- 1/4"=1'-0" <br />MEET <br />S1 <br />