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!^bitten dimensions on this drawing shall have precedence over <br />scaled dimensions. Contactor shall verify all dimensions, <br />conditions, etc., pertaining to the work before proceeding. <br />The Owner must be notified of any variations from the <br />dimensions and/or conditions shown on these drawings. Any <br />such variation shaII be resolved by the Owner prior to <br />proceeding with the work, or the Contractor shall accept <br />full responsibility for the cost to rectify same. <br />HAYES <br />PLAN 20-72 <br />AFTON <br />FLAN I4ci6 <br />CAMDEN <br />FLAN I -74c3 <br />26'-0" <br />26'-0" <br />26'-0" <br />I'-2" <br />/ <br />/ <br />1'-q" <br />8' X 8' <br />CONCRETE <br />PATIO <br />/ <br />/ <br />j '-o " <br />/ X <br />8 <br />8' X ' <br />CONCRETE <br />PATI 0 <br />I AG ON <br />1 PAD 1 <br />---- 1 <br />AG ON I <br />3' X 3' <br />I <br />PADI <br />I <br />\ 8' X 8' <br />CONCRETE <br />PATIO <br />1 AG ON <br />CONCRETE <br />SLAB FER <br />ENI NEER <br />_\ <br />\ <br />X 5 <br />I PAD <br />I <br />WATER <br />SUPPLY <br />SINK <br />ABV <br />CONCRETE <br />SLAB 1ER <br />ENI NEER <br />CONCRETE <br />SLAB PER <br />ENI NEER <br />Fr <br />LL 0 <br />SINK <br />ABV <br />J_ _ <br />SINK <br />ABV <br />WATER <br />SUPPLY <br />Slug OUT <br />0 ciO" AFF I L J L <br />MAIN WATER <br />STUB -OUT <br />FLOOR <br />DRAIN <br />• <br />� 1 ,,4BV / ABV 1 HINT�C <br />•/ <br />RADON <br />MITIGATION <br />VENT <br />W/ <br />UNDER <br />PIPE <br />"T" JOINT <br />SLAB <br />INK <br />ABV <br />/ I ABV <br />RADON <br />MITIGATION <br />VENT PIPE <br />STUB OUT <br />9 c10 A.F.F. <br />MAIN WATER <br />STUB -OUT <br />FLOOR <br />RA IN <br />D • <br />F <br />u <br />W/ "T" JOINT <br />UNDER SLAB <br />WATER <br />I <br />�J I STUB OUT <br />SINK/ <br />ABV1 <br />W.G. <br />ABV <br />0 ® GO" A.F.F. <br />MAIN WATER <br />FLOOR STUB -OUT <br />DRA0 <br />7 HWT HR� FURN <br />ABV sBVh I ABV.1 <br />/ L <br />L J <br />O� <br />FABV. URN -V ASV <br />L J � � / <br />O <br />o� <br />_ <br />•NE HOUR <br />171 RATED <br />SINK <br />RADON <br />MITIGATION <br />�I <br />\ <br />ASV <br />N <br />VENT PIPE <br />W/ "T" JOINT <br />UNDER SLAB <br />10'-6 " <br />` <br />W.G. <br />ABV <br />I <br />CONCRETE SLAB <br />@ GARAGE- SLOPE <br />DOWN TO OHD 2% <br />PARTY <br />AS <br />WALL <br />1:71 •NE HOUR <br />CONCRETE SLAB <br />0 GARAGE- SLOPE <br />DOWN TO OHD 2% <br />AS ARN <br />WALL <br />CONCRETE SLAB <br />@ GARAGE- SLOPE <br />DOWN TO OHD 2% <br />- <br />I <br />1r) <br />O <br />O <br />\ <br />0 <br />\ <br />II II <br />CONCRETE SLAB <br />CONCRETE SLAB <br />CONCRETE SLAB <br />Cad PORCH- SLOPE <br />TOWARDS FRONT <br />® I% FOR DRAINAGE <br />I S'-S" <br />-7'-4" <br />@ PORCH- SLOPE <br />TOWARDS FRONT <br />@ I% FOR DRAINAGE <br />IS' -a" <br />-7'-4" <br />6'-0" <br />® PORCH- SLOPE <br />TOWARDS FRONT <br />® I% FOR DRAINAGE <br />20'-0" <br />26'-0" <br />26'-0" <br />26'-0" <br />7 <br />0 <br />7 <br />/1 <br />/1 <br />NE HOUR <br />RATED <br />PARTY <br />HALL <br />HOMES® <br />2850 GUTTERS <br />GROVE AN/E. #207 <br />ANOKA, MN 55303 <br />8003 118TH AVE NE . KIRKT AND, W� <br />425-828-4117 <br />www. nash-architects. corn <br />G'IC <br />T al <br />dote: 01-04-24 <br />permit: <br />revisions: <br />drown by: MWJ <br />checked by: <br />��- i--iE_E=T <br />I <br />(2 <br />) <br />OL)N AT I Oil <br />SEE GENERAL NOTES SCALE: 1/4" = 1'-O" <br />