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SCOPE <br /> DESIGN OF C.I.P. CONCRETE RETAINING WALL,C.I.P. CONCRETE FOUNDATION WALL SUPPORTING <br /> PRECAST PLANK, STRUCTURAL SLAB,AND CONCRETE BEAM. CONSTRUCTION IS TO BE DONE IN <br /> ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. <br /> NOTES <br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO ARCHITECTURAL DRAWINGS <br /> PREPARED BY SIGNATURE HOMES DATED OCTOBER 27, 2007 FOR MORE INFORMATION. <br /> 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION,AS WELL AS THEIR <br /> INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE. <br /> 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. <br /> 4. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN. NOTIFY ULTEIG PRIOR TO <br /> WORK OF ANY CONFLICTS OR DISCREPANCIES IN OR BETWEEN THE CONSTRUCTION DOCUMENTS <br /> AND THE ACTUAL CONDITIONS. <br /> 5. PROVIDE MATCHING HOOK BARS AT WALL AND FOOTING CORNERS AND INTERSECTIONS. <br /> 6. ADEQUATE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. <br /> MATERIALS <br /> CONCRETE: SLABS-F'c=4000 PSI @ 28 DAYS <br /> WALLS& FOOTINGS- F'c=3000 PSI @ 28 DAYS <br /> REINFORCING STEEL: #4 BARS-ASTM A615 GRADE 40 <br /> #5+ BARS-ASTM A615 GRADE 60 <br /> AGGREGATE: FOOTINGS- 1�" <br /> WALLS &SLAB -3/4" <br /> BACKFILL: CLAY(GROUP III) -OIV-SITE MATERIAL <br /> EFFECTIVE PRESSURE=60 PCF/FT ACTIVE ���-�� <br /> SAND (GROUP I) -AS SHOWN CONCRETE LINTEL <br /> EFFECTIVE PRESSURE=30 PCF/FT ACTIVE SEE 2/S4 FOR - <br /> ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF(ASSUMED) '��REINFORCEMENT '�� > <br /> CODES �,��� IOO.r�OC�' � �t ._.......... <br /> .� : ° ° ;, � �V� <br /> 2007 MINNESOTA STATE BUILDING CODE w/ _�. _______'r��, ._. ___ __.______ __ <br /> AMENDED 2006 IRC -m-- Z;__�. �',., ';; „ �� � <br /> ----� 7-9"_.�._.._____ =` � <br /> � �__.-____ __� ; � <br /> _� ';; � ���:�-- ; � _.� <br /> ����'�;� ;;/'% �L`r� �n�c. � � � � <br /> ( '/ ';'i %" � � ia , --- <br /> , , � �. ,� � , <br /> � ����� , � ! � , ;; �__... <br /> i �i� '' ' � � '� ' <br /> + i ' /�. ���}�' <br /> // /�// � ...._.. _.. � ' �w F'` ��' � <br /> / � `'. � ..... � / � <br /> � i'i j% �/� i � � ' // // � �� ��� � �" /, <br /> !�i � �/ ;•�/ i'i%., �i / /! , � I <br /> ��/ //%/ ��;� / ''' / //� �� �/• / <br /> %; ! i � �i��i , . _„__ �� �._ <br /> _ .'�/ j/,/,','./ , . � , , � _ <br /> � � �/%,�j i i,, , :;,,.�,%/,%;/ � <br /> � %" '%;/�i'�i'%;�'�%� S RUCTURAL LAB <br /> '�'' S E-1lSA.��i-- - <br /> ��` """' �'�R�INFORCEME T <br /> � � <br /> , PARTIAL PLAN <br /> S1 Qa FRONT STOOP <br /> Rev Date GENERAL NOTES i nareby�ury m�mi8 p�,Bp�u�u��are��a��a�y <br /> me a under my direct aupervision end that I am a dury Lk:ensed <br /> Drazan Residence P���o��e��.��.u,a�a n,�s��a ����. <br /> 3546 Ivy Place oa�e: 4 41 <br /> Orono,MN � � <br /> sipned: <br /> Charles Cudd Company PriMNeme• 520t EastPoverRd <br /> Suile 308 <br /> 15050 23rd Avenue North Project Number. 08.00360 Mlnneapolk,►��ezi <br /> Designed By: piymouth,MN 55447 Drawin Date:_ 11/04/08 rs��ess�i-zsoo <br /> Jason Schik 9 F��-s»->>se <br /> Sheet: 1 of 4 �.u��a.� <br /> OO COPYRIGHT ULTEIG ENGINEERS INC.2008 <br />