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FOUNDATION NOTES <br />28'-8" <br />36'-2" <br />3'-B" <br />O <br />T P OF <br />SLAB <br />I- - <br />-FM-12X12 - <br />- <br />m <br />la <br />m 4"CONC. <br />i <br />I' <br />ILL <br />w SLAB ILL <br />*31/2" 1•_p• IF-24X24 <br />1.1 <br />/ <br />1.1 <br />i <br />r 1 <br />FM•12X18 EXTEND <br />SLAB 1 1/2" <br />1.1 <br />4" PVC <br />i/ <br />1A <br />CHASE�i <br />i / <br />if <br />I <br />� <br />I <br />TOP OF <br />SLAB <br />IA <br />IX <br />m <br />, <br />i <br />17 <br />LL <br />� <br />I <br />/ <br />1 <br />1 A- <br />/ <br />1.1 <br />1.1 <br />TE-i <br />I <br />I <br />w <br />v51/2' <br />• I <br />5 <br />3' 0" <br />I <br />I <br />I <br />wl <br />� <br />� <br />xIA <br />I <br />I <br />o <br />�' <br />LLI <br />I <br />;1 I <br />I <br />1 <br />EXTEND <br />SIM. <br />So <br />4 <br />1.1 <br />SLAB 1 1/2" <br />1A <br />2 <br />I <br />CONC. _ <br />w w m FM-12X18 <br />SLAB x <br />� g w( <br />I . <br />1A <br />I 3 1/2" o.( <br />1/2' <br />1.1 <br />. rn LL I <br />L-- <br />3'-5" <br />0 <br />S <br />2 1 A <br />*-7 1/2" <br />1 <br />1A , <br />1.1 1.1 <br />°D <br />L 1.1 <br />FM-12X18 1.1 1.1 J <br />- - - - - <br />0 <br />F C-12X18 <br />- <br />FM-12X18 <br />- - - - - <br />FMC-12X18 <br />- - <br />4 <br />4 <br />1.1 <br />10'-2" 3'-10" <br />2' 8" <br />16'4" <br />2'1" <br />21'1" <br />14'-0" 4'-4" <br />39'-8" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE + 0'4". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'4% 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 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 13INDICATES #5 BAR, OINDICATES #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 MATH 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 PSR 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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 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 3 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, 7,h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xWi.4 OVER <br />GENERAL <br />3112, <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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TEA <br />8" <br />SEE PLAN <br />10' <br />- <br />s <br />(+)011- . <br />FM-12x12 <br />12, <br />CONTINUOUS <br />12" <br />- <br />(2) #5's <br />+ W-a' <br />FM-1208 <br />12' <br />CONTINUOUS <br />16" <br />- <br />(2) #5's <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />)05's <br />(+)0"-0" <br />FMC-12a18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />) 's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />s <br />FOUNDATION PLAN <br />SCALE: 1/4"= 1'-0" <br />•1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />13 <br />SU13DM & LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #11 <br />PROJECT* <br />04181.000--11111 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%Q60 MPH A C <br />JUN 2021 <br />a <br />AR W so <br />D� 08/15/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />sl <br />