HomeMy WebLinkAbout2014-01458 - water meter CITY OF ORONO �0�0 1 4 5 8 *
2750 KELLEY PARKWAY DATE ISSUED: 12/22/2014
� ORONO, MN 55356-
'� (952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2526 SANDSTONE LA
..
PIN : 33-I 18-23-11-0018
LEGAL DESC : STONEBAY
: LOT O15 BLOCK 001
PERMIT TYPE : WATER METER- RESIDENTIAL
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : WATER METER- RESIDENTIAL
NOTE: INSEPC"I'IONS ARE DONG I3Y PUE3LIC WORKS DEPARTMEN"I'.
TO SGT-UP AN INSPECTION,PLEASE CALL:(952)249-4613
WATER METER RESIDENTIAL HORN 1 WATER METER RESIDENTIAL 1
APPLICANT WATER METER RESIDENTIAL 245.70
WATER METER RESIDENTIAL HORN 68.97
SCHULTIES PLUMBING TOTAL 314.67
1521 94TH LANE NE Payment(s)
BLAINE, MN 55449
(651)786-4007 CHECK 33143 314.67
Minnesota State License#: plbg-058799PM,mech-MB005379
OWNER
Stonebrook Homes
1016 COVEWTRY PL
EDINA, MN 55424-
AGREEMENT AND SWORN STATEMENT
1'he work f'or which this permit is issued shall be performed according to
thc approved plans and specitica[ions,applicable City approvals,and the
State E3uilding Code. 'fhis permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing[his type of work
shall be compied with whether or not speciYied herein.'I'his permit will
cxpire and become null and void if construction authorized is not
con�menced within 180 days of the date oP issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
l�he applicant is responsible fbr assuring all required inspections are
reques[ed in conformance with the State l3uildi��g Code.This permit may be
rev d at y ti for due cause.
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Applicant Permitee Signature Date Issued By Signature Date
12/22/2014 07:48 7632592299 SCHULTIES PLUMBING PAGE 02/03
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CiCy o�Qrono ��!��(_
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� 2750 Kdley Park�vny
Crystul 6IIy.MN 55323 Ap{7TOVCd�y;(lf RcquiPCd); _..
(952)249-4600
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xq�.fis����;`' CITX OF ORONO—WATER N[F,TER F0�
("1Votr Some permits may rcquirC npprov�l hy[hc Building Official and/or Public works Dcpurement
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���1.`d�RAL i�1F(JRlVt,4TI�ON
1. Wt1,'�'�R METERS must be picked up and paid for at City I-lall.
2. If ' le,fax in this applicatipn ahead of Cime;we will thon C�II you and lct you know we liave
the water meter in stock. Fax Number�(952}249-4616. Also,you can call Ahead of time Co make
sure we received the fax,or Co warn us that the�'Fuc is coming.
3. WA.T�R METERS m�usC be set nnd sealed by Orono Water bepartment (952) 249-4600,
upon com�lletion of inefer instAqAtion�
_ T`�'t�E OF PEi�.NZZfi
Gheck A11 Tk�at,t� 1
'�Residential(May Require Approval) ❑Commercial (ApProval Required)
�New Meter ❑A.dditional lVleter—For:,,,_ Q Replacement Meter
Job�it�/�wner Tnfnrma�ian:
Site Address: ����
Own.er: �'��.�/�4 Mailing A.ddress: _._..,
City: J'��[ii , Zip;
Home�bone: Alternate Pt�or�e: �-�-��
�r�n�eta�r Zn£orm�tiiot�:
Contractor: ���'��c.�iu�o �.� Contact Person: '
Address: g State License#: ������_ _
City: ��-� ,Zip:�Lxpiration DaCe: / �
Phone: �~�—�� Alternate Phone:
12/22/2014 07: 48 7632592299 SCHULTIES PLUMBING PAGE 03/03
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1. MET�R�EE: g _
2. HQRN FEE �
3. TdTAL PERMiT FEE(Add Lines 1�2 Ahove) $
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* k'or Current P��cing Refer tio Currettt Year- Water 1VTeter Pricing Cha.rt*
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Si7E: �5/8" ❑3!4`° ❑ 1" ❑Otller "'
�� �SERiAL�#: �--G�� ��� �� �
�RT�GH�+: III III III III I III III III III II II (;f app]icable}
1852386214
,A1�,�TT1{�NAL Tl'�FORMATIOIV—WAT�R M�"��RS
The�mdersigned 13ereby applies to the City of Orono 'Tor issuance of a water meter permit, agrees
to do all work in strict accordance with the ordinances of tbe City and the regtilations of the State
of Nlinnesota, and certif es that all statements tnade on this applic�,tiott aXe, true and corrcct.
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Appficant: Datc:
Oragi�aal, 1-,4dclress F�le
Make Coples Ior; .f- Urilir��8i�ling Departmenr 1-Cash l�rawer
"LS z� S►4�o s�-v o�c-�
�oa
Project: ���-'"�� �
�;y-x Matt Juvrud
Location:Multi-Span Floor Beam 2 �Wooddale Builders
Multi-Span Floor Beam � " Minnetonka,mn 55343 �r
y�.i�/�•
[2006 International Residential Code(2012 NDS)] �-�-�"�
(2)1.751Nx9.251Nx10.OFT(2.5+5+2.5)
2.0E-3100F-Georgia Pacific StruCalc Version 9.0.1.3 12/2/2014 339:01 PM
Section Adequate By:47.5%
Controlling Factor:Shear
CAUTIONS
'Laminations are to ba fully connected to provide uniform transfer of loads to all members
DEFLECTIONS �ef� CenteC Riaht LOADING DIAGRAM
Live Load 0.00 IN L/MAX 0.01 IN U4107 0.00 IN UMAX
Dead Load 0.00 in 0.00 in 0.00 in
Total Load 0.00 IN L/9410 0.02 IN U3133 0.00 IN L/9410
Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/240
REACTIONS 9 B � D
Live Load 1406 Ib 5484 Ib 5484 Ib 1406 Ib
Dead Load 251 Ib 2046 Ib 2046 Ib 251 Ib
Total Load 1658 Ib 7530 Ib 7530 Ib 1658 Ib
Uplift(1.b F.S) -582 Ib 0 Ib 0 Ib -582 Ib
Bearing Length 0.63 in 2.87 in 2.87 in 0.63 in
BEAM DATA l� Center R�cl �
Span Length 2.5 ft 5 ft 2.5 R 2.b ft e n 2.6 fl
Unbraced Length-Top 0 ft 0 ft 0 ft
Unbraced Length-Bottom 2.5 ft 5 ft 2.5 ft
Floor Duration Factor 1.00 F1.00R LOADING L�e �gIlLe2 R.J9hk
Notch Depth 0.00 Floor Live Load FLL= 40 psf 40 psf 40 psf
MATERIAL PROPERTIES Floor Dead Load FDL= 15 psf 15 psf 15 psf
2.0E-3100F-Georgia Pacific Floor Tributary Width Side One TV1/1 = 22 ft 22 ft 22 ft
Base Values d' s e Floor Tributary Width Side Two TW2= 8 ft 8 ft 8 ft
Bending Stress: Fb= 3100 psi Fb'= 3176 psi Wall Load WALL= 0 plf 0 plf 0 pif
Cd=1.00 CI=0.98 CF=1.04 BEAM LOADING },Q$ er i t
Shear Stress: Fv= 290 psi Fv'= 290 psi Reduced Floor Live Load 40 psf 40 psf 40 psf
Cd=1.00 Total Live Load 1200 plf 1200 plf 1200 plf
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Total Dead Load 450 plf 450 plf 450 plf
Comp.1 to Grain: Fc--1-= 750 psi Fc-�-'= 750 psi geam Self Weight 9 plf 9 pif 9 plf
Controlling Moment: -3034 ft-Ib Total load 1659 plf 1659 plf 1659 plf
Over right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2,3
Controlifng Shear: -4242 Ib
At right support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2,3
Comparisons with required sections: Rea'd Pr vi e
Section Modulus: 11.47 in3 49.91 in3
Area(Shear): 21.94 in2 32.38 in2
Moment of Inertia(deflection): 26.98 in4 230.84 in4
Moment: -3034 ft-Ib 13208 ft-Ib
Shear: -42421b 62591b �