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a? <br />a <br />TOP OF ISLAB <br />ja <br />L <br />TE-1 <br />4" CONIC, <br />SLAB 0 <br />w <br />1 <br />10'-0" <br />m <br />T� OP OF <br />m <br />gl <br />SLAB <br />N <br />20'-5" <br />9 <br />CW-12x12 <br />II <br />L � <br />F-2 x24 <br />11 <br />it <br />C <br />SE <br />Qj <br />(FIELD VERIFY I <br />8 <br />>u� <br />a <br />5 <br />EXACT LOCATXN4) <br />1d <br />iiw <br />Y <br />9'-3" <br />, <br />LU0. <br />O <br />� <br />I <br />� � <br />1. <br />#3 TRANSFER STEEL <br />24" O.C. MAX <br />m <br />(9 <br />2 °P <br />tv <br />0'-0' FIN. ELEV. <br />FIN. CONC. SLAB <br />I <br />„ <br />m <br />4 it <br />J <br />4 <br />4 <br />1 <br />dd <br />O <br />" T-8 9'-8" <br />_ _I_ _ FM-12x18 _ W _ _ <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />:19 <br />b <br />ro <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 NGVD. <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 />8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 12" 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.EINDICATED #5 BAR, BNDICATES #B BAR, WDICATES #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 80' <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", #6.361, 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 (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 A.C,I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, USING: Fm <br />1.500 PSI, TYPE "M" OR'S" MORTAR, ASTM 0476 GROUT MIX) PSO, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR WNW SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Bth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />exe W7.4-1.4 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 />FM-12x18 <br />17' <br />CONTINUOUS <br />16' <br />2 #5's <br />(«)(Y-0^ <br />FM-t6x18 <br />16' <br />CONTINUOUS <br />16' <br />- <br />(2)#ft <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18, <br />- <br />(2) #5's <br />FMC-1608 <br />18, <br />CONTINUOUS <br />IV, <br />- <br />(2)4'5's <br />- <br />VARIES <br />CW-12112 <br />17' <br />SEE PLAN <br />IT <br />- <br />(2)#6s <br />- <br />« 0"-0" <br />CWC-1202 <br />17' <br />SEE PLAN <br />12, <br />- <br />(2)#68 <br />- <br />VARIES <br />F-24x24 <br />24" <br />24' <br />17' <br />(2105's <br />(2)#5's <br />+ -T <br />TE-1 <br />6" <br />6EE PLAN <br />8" <br />- <br />(1)#`5's <br />1441 N. RONALD REAQAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407.774 4078 <br />www.abdesigngm up.co m <br />AA #: 0003325 <br />$� <br />lPi <br />� <br />�i <br />8ffiilfti <br />R <br />4 <br />ffi <br />2 <br />"V <br />rf <br />SVSDIV a# X.02% <br />SILVERAD0 <br />LOT #61 <br />BLK" #6 <br />IFIM TIP <br />41 8.002-61061 <br />HODz3u <br />4EHB <br />"2605— HAYDEN" <br />GARAGZ BTnNGa <br />LEFT <br />PAGM <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />DA1� 3/11/19 <br />NCA• D 1/4"=1'-0" <br />MmEmw <br />si <br />