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Chippewa Lane
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4355 Chippewa Lane - 31-118-23-42-0020
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Bldg permit application/plans/project not completed
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Last modified
8/22/2023 4:32:46 PM
Creation date
4/13/2016 1:38:39 PM
Metadata
Fields
Template:
x Address Old
House Number
4355
Street Name
Chippewa
Street Type
Lane
Address
4355 Chippewa Lane
Document Type
Land Use
PIN
3111823420020
Supplemental fields
ProcessedPID
Updated
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. , <br /> �....�.--�-�_..� <br /> The Home Depot #2812 S�EC�AL (��T� NO COP� <br /> (95� 949-0982VIEW RD, EDEN PRAIRIE, MN 5534 �,,E� A.t...�.����� ��..��E'T' <br /> ��� <br /> Thu Nov 15 07:58:02 2001 ���' �-rb �..��vQ/l�(L /4'� B�� <br /> Materials for Deck: ���� ����������'T� <br /> Qty UOM SKU Use Description <br /> -------------------------------------------------------------------------------------------=--------------------------- <br /> 42 EA 532471 Baluster 2X2X42 CEDAR S4S BALUSTER <br /> 2 EA 184961 Beam 2X6-8FT. N0.2 PRIME PT SYP .40 <br /> 5 EA 167055 Decking 5/4X6X8 STK CEDAR <br /> 3 EA 731867 H Bottom Rail 2X4X8 STK CEDAR <br /> 2 EA 705063 H Top Rail 5/4 X6' X 14' WR CEDAR DECKING <br /> 3 EA 184961 Joist 2X6-8FT. N0.2 PRIME PT SYP .40 <br /> 1 EA 184961 Ledger 2X6-8FT. N0.2 PRIME PT SYP .40 <br /> 4 EA 162825 Post 4X4X8 PT Y/P N0.2 .40 <br /> 4 EA 264784 Railing Post 4X4-8FT. WESTERN RED CEDAR S4S <br /> 4 EA 145709 Stair Stringer 2X12-8FT. N0.2 PRIME PT SYP .40 <br /> 7 EA 326626 Tread 5/4X6X8 PREMIUM THOMPSONIZED <br /> 3 EA 731867 V Bottom Rail 2X4X8 STK CEDAR <br /> 3 EA 731867 V Top Rail 2X4X8 STK CEDAR <br /> 5 EA 462152 2x6 Joist Hanger 2X6 JOIST HANGER <br /> 1 BX 735002 Baluster Screw GREEN 5LB 2 1/21N DECKMATE DECK SCRW <br /> 8 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 <br /> 8 EA 538892 Beam Nut HEX NUT GALV 1/2 <br /> 8 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 <br /> 4 EA 929514 Concrete In-Ground CONCRETE MIX 60L6 <br /> 1 BX 735003 Deck Screws GREEN 5L6 31N DECKMATE DECK SCRW <br /> 1 EA 307640 Flashing 61NX10FT ALUM FLASHING <br /> 1 EA 462810 Hanger Nails 10D JOIST HANGER NAILS <br /> 1 BX 229016 Joist Framing Nails 16D GALV SPIRAL PTL DECK NAIL 5LB BX <br /> 4 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 <br /> 4 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6 <br /> 16 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 <br /> 16 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 <br /> 16 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 <br /> 3 BX 734920 Step Screws GREEN 1 LB 31N DECKMATE DECK SCREW <br /> -�r; <br /> ----------------------------------------------------------------------------------------------------------------------- "'- <br /> �r�rY oF oRONo <br /> Materials Cost of Deck: $545.98, plus sales tax BUiLDitiG P MI Pl.AN REVIEW <br /> WSPECTOR <br /> Price Valid Today, 1 1/15/2001 � <br /> This Estimate Guaranteed for 3 day(s) Dti��=_� �Z'�-OL P�r��!►T t�Q. <br /> C ,`�'��i""C��.�v._�riJSii?�:t�1 7e!1 <br /> Parameters from UBC.cod parameter file. ' 'r;:.�V'r.�;'ti'1�i�l �:)i=�;'��;`;T�Ci�!5 AS!v�T:'-_D <br /> Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. r° �;,,-,i t'.r�i F;G'��r�L---���ii�G?"c'.'��a'v`�'r:�;T <br /> 1": ,.,.�.,.���?s�rc�for y�,ur ir`o�,r...;on. r'.�!vrcrk cha!!��dc�e <br /> ti• ._i'Ii!Jiii`^L%) :':t� iii� c-F'r'i��t.,...!E� t�'Jt���ir��) Sfi:l <0'?:Cg r.,ode. <br /> {''t8, . ?�`I3 IC�Jit;C�n,i;a�rw!;ot:;ner:�ic?,��y no'ed in 1i'!S ICVI�W. <br /> kt�1'TNtS P1AN SET ON SITk Al'Al.t.TIMES <br /> File saved as: f:\dn\decks\61506FC7.DEK <br /> � ����RS <br /> Waming: g�� p,,�F,Y. R,AIS�R 9" M!N. 'fREAD <br /> This is not a final design plan. Variations in building codes, <br /> specific architectural considerations, or site conditions may 6'-8° �'��!!N• 9-^c��DF;G�M <br /> require changes to this design. You are responsible for the final AT LEA�T CUN[ i-�AN�RAiL R[�l1Ef:ECJ <br /> structure, code verification, materia� usage, and structural safety GUf�RL`iZAIL O�Ef�! SiU�5 <br /> of this design. Be sure to check and verify the design with your <br /> local architect and building inspector. � <br /> The Company assumes absolutely no responsibility for the ��-j�i��i������--`�' _�� <br /> correct use of this program. All output should be examined by a � ��_� n��7,1°�,3- �-�C- �(,-q{-�� � <br /> qualified professional to determine if they are reasonable and H ,,,, (,��� �,s_;.:��r,,�;�,':.�; ;;` <br /> accurate. �" __ _ <br /> SF w/�uci�16 s�t2�nl�c.C: r s M.ell� <br /> �74�1 3v�� oF'F �vfur�OG- <br />
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