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29'-B" <br />15'-0" <br />14'-8" <br />4'-4" <br />10'-8" <br />4'-3" <br />10'-5" <br />2'1" <br />10'-0" <br />2'4" <br />TE-1 <br />4" CONC. <br />r` <br />o <br />a SLAB <br />b <br />m <br />IF <br />Na �I <br />do <br />FM-16xi8 — — — <br />3'-6" 11'4i" I <br />m <br />SLAB 1END <br />m I <br />TOP OF <br />SLAB I� I <br />w <br />4 <br />U <br />•� 0'-0" FIN. ELEV. xI <br />w U <br />to 1 <br />111 4" PVC FIN. CONC. SLAB <br />1.1 1.1 <br />11 CHASEI <br />11 LL) <br />m <br />Imo' II � <br />I <br />(LL11 <br />II <br />2'-0" 27'-2" <br />1 UP TO 2ND FLOOR <br />(FIELD VERIFY <br />aq <br />I i 1 EXACT LOCATION) <br />� <br />8 I <br />11 <br />1.1 <br />1.1 <br />CWC112xl2 <br />II" <br />m <br />'ry <br />I 5 1 /2b7 <br />F <br />iv <br />m <br /><V <br />I I <br />5 <br />NU <br />iW0 NI I <br />U io <br />I <br />w a I <br />FMC-16xl8 <br />LL F <br />I <br />a <br />#3 BARS <br />I <br />_ 7'-0" LONG <br />F1-24X24 <br />W/ 10" HOOK <br />8 <br />0 18" O.C. <br />2 to <br />I <br />SIM. <br />c (io ) <br />IW �I <br />Ii EXTENDI 11 <br />p a; <br />a. <br />FM -1.1 <br />1/2" <br />L ,6xt8 <br />( ) <br />Jk <br />4 4 <br />ap <br />3'-0" 3'-5" L <br />FM-i6x18 <br />_ — <br />4 <br />" <br />FM- <br />4" CONC. . <br />°' <br />12x18 <br />I SLAB-31/2" q <br />l— <br />"cQi <br />FM-12x18 <br />12M 6 <br />'-4" 6'1" '-4" 2'-0" 16'-01, 2'-8" <br />20'-8" <br />29'-6" <br />FOUNDATION PLAN <br />SCALE: 1/4" = T-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+-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +.0'4', 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 />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 WTH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />1113INDICATES #5 BAR, DINDICATES 06 BAR,MNDICATES #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", 06 =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 402/602-18, 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 i 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 />I THICKNESS <br />I REINF. <br />I REMARKS <br />6 ll Wl,-1.4 OVER <br />GENERAL <br />3 IQ" <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 />FM-12X18 <br />17 <br />CONTINUOUS <br />18" <br />(2) #S's <br />FM-16X18 <br />16, <br />CONTINUOUS <br />18" <br />(2) #51s <br />FMC-16xl8 <br />16, <br />CONTINUOUS <br />18" <br />(2)#5's <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />(1)#5's <br />CWC-12X12 <br />12' <br />CONTINUOUS <br />17, <br />(2) W. <br />(2) #5's <br />F1-24x24 <br />24" <br />24" <br />17' <br />(2) #5's <br />(2) #5's <br />(-) 0'-8" BELOW <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdeslgngrou p.com <br />L AA #: 0003328 <br />a <br />� <br />gIMU <br />S <br />y <br />A <br />a� <br />BUDDIV. & I.OT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT <br />04181.006-05131 <br />HODEIa <br />2554- E301- <br />"DARWIN" <br />GARAGE 81IING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />17 <br />DATE: 06/14/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />sl <br />