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2015-01345 - temp COO / escrow fee
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425 Lakeview Parkway - 06-117-23-32-0004
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2015-01345 - temp COO / escrow fee
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Last modified
8/22/2023 5:26:27 PM
Creation date
4/28/2017 12:20:54 PM
Metadata
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Template:
x Address Old
House Number
425
Street Name
Lakeview
Street Type
Parkway
Address
425 Lakeview Pkwy
Document Type
Permits/Inspections
PIN
0611723320004
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2015 Standardized Cenc�-�F��ndati�n �r�� <br /> ;��QPE OF WORK: <br /> These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential <br /> cases. 7hese drawings are not to scale and all conditions are to be verified by the contractor. Means and <br /> methods of construction for shoring,water-proofing, insulation,flashing, control and construction joints, <br /> and all ather non-structural requiPements are to be by others in accordance with the Code and standard <br /> industry practice. These drawings are valid until the end of 2015. <br /> The dr.awings are to only be used by the contractor noted below or his authorized sub-contractors/clients. <br /> 7hese drawings are to be provided to the building inspection department as part of the permit package. <br /> INQE�S; <br /> S1 -Scope, Index,and Certi�cation <br /> S2-General Notes <br /> S3-Step Footing Detail <br /> S4-Frost Wall Detail <br /> S5-l.00kout Wall Detail <br /> S6-Full Height Wall Detail <br /> lHAT�RIAL3: <br /> R�Inforcfng Steel:Grade 40(40 ksi)for#4 and smaller bars <br /> Grade 60(60 ksi)for#5 bars and larger <br /> Conorete: Mix design is to be prepared by the concrete supplier to meet the project's requirements <br /> Minimum 28 day compressive strength of 4000 psi for walls <br /> Minirnum 28 day compressive strength of 5000 psi for footings <br /> Footings rnay be 3000 psi if an approved admixture is used to achievo a water and vapor <br /> resistance equivalent to 5000 psi <br /> 8eckflll 3olt:Sand-30 psf/ft affective lateral pressure <br /> Sandy Clay(SC)-45 psf/ft effective lateral pressure <br /> Ciay-60 psf/ft effective lateral pressure <br /> herob,y cort fy that t a p an,spocificatinn,or <br /> 3(j'f ADD�E$S' report was propared by me or under my direct <br /> suporvision and that 1 am a duly licensed <br /> Sireet: profpssipital enyineor under the laws of the state <br /> - of Minnesota. <br /> City: <br /> _ c <br /> . <br /> ��-_�s - <br /> State: MN Zip: _, Gr•�11g Oswell,PE(MN#42341) <br /> ..�.: . 1l24/2015 <br /> iD�wi�U Enyln��erinp and Co�auttlnq.l..l..C. 1901 .�'Nennepf�l Av�i#2q') �•�.; ; `' �;. <br /> projact Name: 201b Standardized Concrete Foundation Drawinqs Mlnns�polia,O�1P166�13 �' ' = <br /> -=�r� r (---~~ <br /> I�es�riptioiti: Scope of Work,Index,aqd Carti�f�c�o� �T�� Pitonr.812-720�463� ��j L__._ �� <br /> �'rojQct# '14.'100 �ow:81Z-888-2990 -s' ,� <br /> Client N�mo: Manor Concrete Construction Inc. W�,�ry����,� ��,� �-'+,;•' <br /> , ,, <br /> Clien.t At(dross: 1•f22S�JOth Ave N �Vla Is Grove MN 553G9 PAc�e 31 of SG „�; ,� :� �, ;�;f <br />
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