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IWO <br />39'-8" <br />28'-8" <br />3'-4„ <br />15'-10" <br />9'-6" <br />9'-8" <br />'-4" <br />3'1" <br />36'-2" <br />D <br />TOP OF <br />SLAB <br />00 <br />1A 1 <br />— <br />— FM-12X12 <br />r`"— — — — — FM-12X18 <br />`\ <br />\`, <br />ro <br />ffiLL 4"CONC. <br />b <br />F <br />'I <br />SLAB <br />O <br />LL I W <br />`r <br />\ \ <br />F-24X24� rn a 3 1 /2" <br />u <br />10 <br />\ <br />EXTEND FM-12X18 to <br />1 <br />` <br />4"PVC <br />,CHASE <br />SLAB 1 1/2" <br />\ <br />`` <br />\\1\ <br />L'T' <br />• I <br />OP <br />TOF <br />\ <br />SLAB <br />\ <br />.I <br />\ <br />• <br />L— — — <br />— TE1 <br />I <br />*5 112" <br />I <br />I <br />4" <br />I17'-8" 2'-8" <br />30 5 <br />1.1 <br />I <br />I� <br />EXTEND <br />2 1A SIM. <br />SLAB V2" <br />1.1 <br />m <br />FM-12X18 m )� 4" CONC. <br />i <br />N law SLAB <br />3.-5„ 1/2" <br />oa. <br />I lgL �y -3 vr• I <br />1A <br />Bc <br />IM. 1.1 t.t <br />1 1A <br />1 <br />MC-12X18 <br />--- <br />FM-12X18 <br />-- <br />FMC-12X18 <br />— <br />a <br />M <br />a <br />1.1 FM•72X1. <br />L------ <br />t.t <br />J <br />a <br />.t <br />Z-8" <br />18'-0" <br />2'-8" <br />4'-4" <br />3'•10" 10'-2" <br />14'-0" <br />2V.4" <br />39'-W <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 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 />S. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED MATH 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 />11.111INDICATES #5 BAR, UNDICATES #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", #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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING CrOP 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 402A302-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm - 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 j 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 />THICKNESS <br />REINF. <br />REMARKS <br />6,11 WIAIW1.4 OVER <br />GENERAL <br />3 12" <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 />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />() #5's <br />FM-12X12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)#5% <br />FM-1208 <br />12, <br />CONTINUOUS <br />19, <br />- <br />(2)#5% <br />FMC-1208 <br />12" <br />CONTINUOUS <br />19, <br />- <br />(2)#5% <br />- <br />VARIES <br />F-24x24 <br />24, <br />24" <br />IT <br />(2) #F. <br />(2) #55 <br />(-)0'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />Vi N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesWigroup.com <br />AA #: 0003325 <br />a <br />9MEN. & LOT. <br />ABBOTT PARK <br />LOT #13 <br />BLK #14 <br />PHASE 4C <br />P1tOJECTo <br />04181.04C-13141 <br />MODE24 <br />4EBB <br />"1828-CALI" <br />GARAGE sMIIJG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />R <br />02/08/22 <br />/4"=1'-0"1 <br />