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TE•1 <br />I 4" CONC. <br />b <br />01_0• <br />TOP OF <br />SLAB <br />I K I <br />c <br />0D <br />8'-0" 3'-8" SLAB 28'-2" <br />r-4 <br />---� <br />—_—'_ <br />—FM-16x,8 <br />_—_ <br />_-----� <br />11 <br />I <br />I <br />I <br />1A <br />10'.3" <br />4" PVC 1 1 <br />CHASE <br />Im <br />wx <br />i <br />m ro <br />#Q. <br />m <br />i i <br />II�L I I <br />Tt OF�p O <br />SLAB <br />a <br />°D <br />^ <br />w <br />LLI <br />N � <br />U Li <br />I <br />`v <br />CW12x12 �- <br />„—L_�J <br />-- <br />�1 <br />11 <br />F-2 x24 <br />Ij <br />" <br />n <br />11z <br />of <br />~ <br />b <br />N II N8pjj <br />Cl <br />Y <br />UP TO 2ND FLOOR I <br />iid <br />p <br />(FIELD VERIFY I <br />a 1M <br />b <br />EXACT LOCATION) 8 <br />11wa. <br />I#3TRANSFER <br />8ML N <br />24' O.C. MAX <br />I <br />y 1.1 1. N <br />lV <br />FIN. ELEV, <br />Im <br />_0'-0" <br />r Cl <br />4 CONC.I <br />I <br />�FIN.CONC. SLABCONE. SLAB <br />kI <br />Ii <br />a SLAB I <br />11 <br />m <br />4' <br />ILL <br />IN a # 31/2" 1 <br />LLI <br />m <br />— — _ _ <br />_ — _FM=18x18 J <br />FMC- <br />18x18 <br />7'-4' <br />9'-8" <br />2 -10" 16'-0" <br />2'•1 <br />1'_0" <br />X <br />I0 <br />do <br />- <br />LL <br />N <br />4 4 <br />A5'15�1$ <br />c <br />iv <br />1. 1.1 <br />8s <br />Y N <br />Y <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />Moil] :ISIMIIs] 21:C•)1*� <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 +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 WTH 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 VWTH 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.EINDICATES #5 BAR, EIDICATES #8 BAR, aDICATES #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 05 = <br />30", #6 =38"), 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,OOCPSF. 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 402802.16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/802-16, 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 13 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 />I REMARKS <br />6x6 WlAxWIA—R <br />GENERAL <br />3 1/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION V14TH 30' EG EACH WAY. <br />MARK <br />WIDTH LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12, CONTINUOUS <br />10" <br />(2)#Ss <br />FM-16x18 <br />16' CONTINUOUS <br />1S' <br />- <br />(2)#5's <br />+0-0" <br />FM-20x18 <br />20' CONTINUOUS <br />18" <br />- <br />(2)#ft <br />+ '-0' <br />FMC-1&18 <br />16' CONTINUOUS <br />1S' <br />- <br />(2)#5's <br />- <br />VARI S <br />CW-12xi2 <br />12" SEE PLAN <br />12, <br />- <br />(2) #Ss <br />- <br />+ 0"-0' <br />CWCA202 <br />12 SEE PLAN <br />12' <br />- <br />(2)#6s <br />- <br />VARIES <br />F1124 <br />24" 24" <br />12' <br />(2)#6s <br />(2)#6s <br />TE-1 <br />8" SEE PLAN <br />8" <br />(1) #5's <br />T <br />/.S <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoew4 roup.com <br />AA #: 0003325 <br />W <br />a <br />HIM <br />O <br />om <br />auDDIV. 89 LAT <br />ABBOTT PARK <br />LOT #11 BLK. #12 <br />PHASE: 4C <br />PROJMCT* <br />04181.04C-11121 <br />HODEIA <br />4EHB <br />"2605— HAYDEN" <br />0ARA0E 8WIRM: <br />LEFT <br />PACE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />n12/7. 21/4"=1'-0"1 <br />