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CONC. <br />AB <br />TE-1 <br />c <br />19,-g„ <br />3'-1ll <br />W <br />c <br />o <br />4" CONC. <br />< <br />o <br />I <br />SLAB <br />10 <br />v <br />I— <br />0 <br />z~ r <br />m <br />K <br />1 l i <br />8.4. I / <br />O <br />z <br />w <br />M <br />I m <br />FILLED CFI 'd <br />O <br />. LL <br />16" O.C. NO <br />b <br />I <br />r END <br />o 0 <br />SLAB 1 1/7' <br />4,. <br />i <br />I <br />`Cr1 <br />to 1 <br />o <br />a <br />CHASE li <br />ASE <br />LL <br />0 <br />b <br />m <br />m <br />I <br />33'-11" <br />„ <br />I` <br />• I <br />0'-0" FELEV. <br />FIN. CONC.IN. SLAB <br />UP TO 2ND <br />FLOOR (FIELD <br />7BARS <br />VERIFY EXACT I I ¢.I <br />11 <br />7'-0" LONG <br />8 <br />LOCATION) ( <br />W/ 10" HOOK <br />CWC•12x12 <br />18"O.C. <br />;o <br />END <br />51/2'. SLAB ry <br />iv <br />O I <br />o <br />1" PVC <br />CHASE <br />w T-2" <br />(� ISLAND8 <br />I ct @I <br />SIM. <br />q <br />2 1A <br />N <br />\1\ <br />N <br />c <br />� I <br />N <br />0 <br />N <br />0 <br />N <br />--FM-20xl8 <br />3I I <br />g I <br />w <br />10'-61 <br />O 27'-4„ <br />0 <br />11 4 4 I <br />S <br />EXTEND <br />SLAB 11rz, I •1 1.1 <br />16M, Fi-24X24 FM-16x18 <br />— <br />z; <br />1A 1 <br />4" CONC <br />law SLAB I „ �' 6' l" 1 F1-24X24 <br />lya 43112"II m <br />n <br />Q <br />`K <br />Im 'F <br />^? <br />7 <br />FM-1918 <br />- <br />o <br />1A 1 I <br />o <br />O �? <br />wQ <br />I <br />b <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 <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 />S. 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 />I l.GINDICATES #5 BAR, WINDICATES #6 BAR,0NDICATES #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 ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 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 B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, 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 } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />6x6 W 1.4xW 1.4 OVER <br />GENERAL <br />3 1/7' <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 />FM-12x18 <br />17, <br />CONTINUOUS <br />loll <br />(2)#5's <br />(+)0'-0" <br />FMC-12118 <br />17, <br />CONTINUOUS <br />18" <br />(2) #5's <br />#5 IN CURB <br />VARIES <br />FM-16xl8 <br />16" <br />CONTINUOUS <br />loll <br />(2) #5'. <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />TE-1 <br />0" <br />SEE PLAN <br />8" <br />(1)#5's <br />051NCURB <br />(-)0"4" <br />CW-12x12 <br />17' <br />CONTINUOUS <br />12" <br />(2)#5's <br />2)#5's <br />CWC-1202 <br />12" <br />CONTINUOUS <br />1T <br />(2)#5's <br />(2 #5's <br />#5 IN CURB <br />F-24x24 <br />24" <br />24" <br />16" <br />2)#5's <br />(2)#5's <br />FMC-20x18 <br />1 20" <br />1 CONTINUOUS <br />1 18" <br />(2 #5's <br />VARIES <br />FM-20x18 <br />20" <br />CONTINUOUS <br />18" <br />2 #5's <br />(+ 0"-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.774-4078 <br />www.a bdesigngroup.00m <br />L AA #: 0003325 j <br />ppp <br />a <br />6 <br />MMIDIV. as LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #9 <br />PROJMT# <br />04181.000-14091 <br />MODEL: <br />E401 <br />"2828—ENSLEY' <br />GARAGE 8VrWG: <br />IRIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />1 E . C <br />iW <br />1j <br />aA <br />NO <br />HATE 6/14/21 <br />scALE: 1/4"=1'-O" <br />SHEET <br />S1 <br />