HomeMy WebLinkAbout2005-P09265 (Garage) PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p09265
Crystal Bay, Minnesota 55323 Permit Type: Addition/RemodeURepair
(952) 24n-4600 Date Issued:
10/13/2005
SITE ADDRESS: 540 Barrett Ave [lnit#
Wayzata,MN 55391
PID: 02-117-23-31-0022
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential %���
Census Code � Y�
Permit Class: Building
Permit T e: Addition/RemodeURepair Permit Sub-type(s): Addn/RemodeURepair
Yl�
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
Garage with Screen Porch Above
FEE SUMMARY: Pernut Fee: $ 888•75 valuation: $ 85,000.00
Plan Review Fee: $ 577.69
State Surcharge Fee: $ 42.50
TOTAL FEE: $ 1,508.94
APPLICANT: Boyer Building Corporation OWNER: Robert&Victoria Jaffray
3435 County Road 101 540 Barrett Ave
Minnetonka,MN 55345 Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL TMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
S �
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APPLICANT PERMITEE ATU E ISSUED BY S[GNATURE
Copies: 1-File(Signatures Required), 1-Applicant, l-Monthly Reports, I-Assessing,(If Septic, I-Septic) Page 1
�„�, �v-�z -,o-�"
� Total Fee: $ �SoB. 9 DateReceived: ��'r-��
Entered By: Permit#: �40 9a�S
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
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-- ---.�.
THE APPLICANT IS: (circle one)WNER R CONTRACTOR
JOB siTE AnD�ss: S y� ���rT �-vt- �.t1��� zir: SS�/
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home?
❑ Yes �TO Ifyes, a special event permit is reguired with Police Department and City Council approval
60 days prior to the event. Shuttle bus service will be reguired unless applicant demonstrates
sufficient on-site parking is available. Non permitted events will not be allowed.
NAME OF OWNER: Rr�6s�w T• ��5�� PHONE: (home) `���y�a��'���
(work)`i_52-1-[?a-2vq�
MAILING ADDRESS: S�� CITY: ZIP:
CONTRACTOR: ��i'-.�. B�1 iAi n1 t;� Cjv�'-�vP-Afi G•'`� PHONE: �Z�`(�`'�q, tt►11
CONTACT PERSON: �0 3 �j-'q�•q-�/ MOBILE/PAGER: lvl2-���� `Z���
ME�IL,INriADDRESs: 3i�{�3:5 'C.Oot�.ii';�' I.2��lC�� CITY: /�(TldA1SC!?�,`1�-r4ZlP: 3r
STATELICENSE: # Z`�$� EXPIRATIONDATE: 3�t��,
ARCHITECT/ENGINEER: -�oHr,� Bu�l�'� PHONE: `�S�-��� �"97
MAILING ADDRESS: ��irn� /�-s ��7X'�-�=rW'� CITY: ZIP:
NAME: REGISTRATION: #
TYPE OF WORK: New Addition � Accessory Structure
Move Home Remodel/Alteration
PROPOSED WORK(describe in detai�: U��tt����-��L-�+�J {����-H /}f3-a„��
�DO rn vYJ
STORIES: �L SQ.FEET OF EACH FLOOR: `�`���s� ����/4�� �°�-1�I
NO. OF BEDROOMS: GARAGE STALLS: ATTACHED / DE ACHED
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ �.��C�c4
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be
in accordance with the approved plan.
APPLICANT'S SIGNATURE: � • DATE: ��-�O�
31
CHECK OFF LIST FOR ISSUAi�10E OF PERMITS
FOR OFFICE USE ONLY
A�DRESS OR LEGAL: Syv Q�4R 2C�T A� �
PID:
DESCRIPTION OF WORK: pDo, n v..>
-----___—___—___-------- ---------------------------------------------------- -:--- -=------� ----
ZO.�i G REVIEW BY: � DATE APPROVED• io ► z o
BUILDI�i i G REVIE`V BY: DATE APPROVED: ,o-�2 • o j
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes ✓ No
PLAN REVIEW Yes � No SEWER CONIVECTION
STATE SURCHARGE Yes � No WATERCONNECTION
INVESTIGATION FEE Yes No ✓ PARK FEE
SAC Yes No ✓ SITEINSPECTION
Number of SAC Units OTHER (specify)
------------------------------------------------------------------------------------------------------------------------
ZOi�t1�1G CHE.CK LIST Zoning District: 2 R-�1'S
Fire Department: Post Office: School District:
L,ot Area: Sc.ft. l �t,y2Z Acres „y 5 Width � �O� Depch
Survey Submitted: Yes ( No Date of Survey: (�•24-�5
Proposed Se[backs:
Front (b�ce�: zz•�3 Right Side: K 3.�-
Rear (Street): ��6� + Left Side: �`'��
Adjacent Structures: iv (r4 �Vetland: N �✓{
Buildin� Hei?nt: Def. Hgt. t�.�� Pea%Hgt. -
Lot Covera�e: 9•�
Grading: Staff Approval Date: � By: Council Approval Date:
Septic: Staff Approval Date: — By:
Zoning File: # n5 •3�3? Resolution: # Resolution Date: � • Z-S 'o�
Shoreland District: N�
Ava, Setback: Bluff Setback: I.ot Covera�e:
E�istin� Proposed
Hardcover: 0-75'
7�-250'
2�0-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
REi�1ARKS (in house):
�
BUILDING REVIEtiV CHECK LIST
�C: R- 3 CONST'RUCTTON T'YPE: v�
Sq Foocage $ Per Sq Ftg
Basement x _
lst Floor x _
2nd Floor x _
Garage R _
R -
TOTAL
Estimated Coastruction Value: $ �5 ,OC�C� �o
Inspections Required: `Vork Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
�_Footing ' Septic Sewer Connection
�Framing Fireplace Lawn Inigation
_�Insulation (Masonry) Other
�Wall Boazd (Mfg.) Well (State Perm.it)
F�� Grading/Filling Electrical (State Permit)
Other
RENIARKS (IN HOUSE): �! �
- -------------------------------------------------------------------------------------------------------------
REV��V BY OTHERS: DAT'E:
Access: Existing New
Access Approval: Date gy;
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REVIARKS (TO BE NOTED ON PER1bIIT�:
8
, Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual.An individual asked to supply private or confidential data conceming himself shall be
infom�ed of. (a)the purpose and intended use ofthe requested data within the collecting state agency,political subdivision,or statewide system;(b)
whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund
instructions instead of on those forms.
Subd.3. Access to data by individuaL Upon request to a responsible authoriry,an individual shall be informed whether he is the subject of
stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of
stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and
meaning of that data. After an individual has been showr�the private data and informed of its meaning,the data need not be disclosed to him for six
months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The
responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the actual costs of making certifying,and compiling the copies.
The responsible authoriry shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. Ifhe cannot comply with the request
within tha[time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data
conceming himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature ofthe disageement The
responsible authoriry shall within 30 days either (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in
dispute shall be disclosed only if the individual's statement of disagreement is induded with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data,but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to
process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself.
6. Your full name is required to process this application or permit.
��_j `�_ �,,�-j-#:'�„�Si
First Middle Last
`5�-[� 8���-�r ��G -
Address
I�c�fiYz►�r�h M�.) �3�/ �lsZ�-�-l�i�- �is�`S
City State Zip Phone
I understand my rights as stated above.
1"�uz%'� �
Signature
32
Oct � 10 � 2005 9 � 31RM it ' s a great day at boyer bldg � No � 5826 "
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Boy�r Bullding Corporatlon 3435 County Road #101 Mlnnetonka, MN 55345
FAX TO: Lyle Oman
SENDER: Bob JafFray
DATE: 10/10/05
RE; JafFray garage revised beam siaes and calculations
I AM TRAN'SMITTING 5 PAGES
If ycu do not recelve all the pag�s, please call 952-475-2097. Fax number is 952-476-2005,
HI Lyle,
John Boyer reviewed hls stsel beam sizes and calculations for my garage addition. Pfease see
the attached.
Thanks,
Bob Jaffray
BobJ�boverbuilding.com
!f I am not available at the#above, please try
my cell; 612-685-78B7
Oct � 10 . 2005 9 � 31RM it ' s a great day at boyer bldg � � No � 5825 LJ'P . 2
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Oct • 10 � 2005 9 ; 31RM it ' s a great dav at boyer bldg � No , 5825 P , 3
BeamChek v2.4 6censed to:jb Reg#2308-645B2
Jeffr�y eddltlon left to right flush beem
� Date; 10/10/05
• Se/eotion� W 12x 3S 36 kal Wlde Flen e 9tee1 Lateral 8u ort at: Lc m 6.9 ft max,
nd'ions Actual Size is 6-1/2 x 12-1/2 Ih,,
Min Beering LenAth R1= 1,0 in. F22; 1,D In. DL DeTI 0,32 in 3upgested Cambe� 0.48 In
� BeaM Span 26,0 ft Reaction 9 LL 7343�t Reaatlon 2 LL 7230#
Beam Wt per ft 36.0# I�aection 1 TL 10189# Reaction 2 TL 10038#
Bm Wt Included 810# Maxlmum V 10189#
Max Moment 67697'�fi Max V (Reduced) N/A
TL Max peTl L/240 TL Actual Defl L/284
Ll,Max Defl L I 360 LL Actuel Defl L I 364
t bute Sectlon In' 3hear InII TL qefl in �l Defl
Actual 45.80 3,75 1.18 0.66
Crltical 34.18 0.71 1.30 O,B7
3tetus OK OK OK OK
Ratlo 76% 16°�6 91�6 899'6
Fb �i Fv sl E(psi x mll)
Velues Base Value Fy 36000 86000 29,0
Base Ad usted 23760 1440� 29.0
&�f gtJ��ntB YP Factor, Lc 0.88 0,40
At Polnt Loeds; Provlde these minimum bearing lengths In Inches or provide web stiffeners.
B=1.0 C =1.0
oads Unlfbrm LL:336 Uniform TL,; 443 =A
Polnt LL Polnt TL Distence
2925 B=3900 Q.75 0.0
2825 C� 3900 18.75
Unlforrn oa
Pt loeds: �
R1 = 10188 R2= 10038
SPAN=26. F?
Uniform end pertl�l unlform loads sre ibs per.lineal ft
Oct � 10 � 2005 9 � 31AM it ' s a great day at boyer bldg � No • 5825 P � 4
BeemChek v2.4 6�Censed to:jb Reg#2908-64362
Jefirey sddition 'fbnt to back drop beam T
� Date: 10/10/05
' SaleCtldn W 12x Z6 36 k6!Wlde F(en e Steel Lateral Sup rt at: Lc�B.9 h max,
Condlt/ons Actual 3ize is 8-1/2 x 42-1/4 In.,
Mln Bearing Len�th R1=0,9 In. R2= 1.8 In, DL Defl 0.11 in Suggested Camber 0.1�in
2� Beam 3pan 14.0 ft Reactlon 1 LL 9458# Reactlon 2 LL 12820#
eeem Wt psr ft 28,0# Reection 1 TL 12923# Reaction Z TL 18980�0
Bm Wt Included 364# Meximum V 16890#
Max Moment 65861 '# M�x v (Reduced) N/A
TL Mex Defl L I 240 TL AcCual Defl L I 400
LL Max Defl L/360 LL Actual Defl L/b43
tr1At bules 8ectloh in° Sheer InP TL De11 in LL Defl
Actual 33.4Q 2.81 0.42 0.31
Crltical 33.28 1,17 0.70 Q,47
3tetuc OK OK OK OK
Retio 100% a2% 80°i6 66%
Fb si Fv(pal) E sl x mil
Valuea Bese Valu�Fy 360Q0 38000 28,0
Base Ad usted 2378D 14400 29.0
Adlustments YP Faotor, tc 0,66 0.40
At Polnt Loada: Provide these minlmum beerinp lehgChs in inches or provlde web stlffeners.
B=0,9
Polnt L� Polnt TL Distence Par Unlf LL Par Unif 7L Start End
7343 B= 10189 5.0 1837 H=2140 6.0 14,0
H
Pt loads: B
R1 = 12923 R2= 16890
SPAN=1d FT
Uniform end partl&I unlform loads are Ibs per line�l it
Oct , 10 � 2005 9 � 31AM it ' s a great dav at boyer bldg � No � 5825 P � 5
. • - � �
9eamCheJc vZ.4 acensed to:J6 Reg#2308-645�2
�affraY Ovethead door header
` Date: 10/03/05
• Se/ectlo� 3-112x 11-7/8 2.OE BC Veraa-Lam�DF
. Con�fons
Mln 6earinp Area R1�3,3 in? R2=3.3 in� OL Defl 0.21 i�
D�te Beam Span 18,5 ft Reactloh 1 LL 2081 # Reectlon 2 LL 2481 #
Beam Wt per ft 10.88# ReaCtfon 1 TL 2804# Reactlan 2 TL 2804#
E3m W't Included 198# Maximum V 2804#
Mex Moment 1287U'# Ntax V(Reduced) 2604#
TL Max Defl L/240 TL Actual Defl L/272
LL Max Defl L/380 LL Actual Defl L/3B8
ttributes Section In° Shear ih' TL befl in LL Defl
ACtupl 82.26 41.56 Q,82 O.B1
Crltical 63,61 12.95 0.93 D.82
Stetu6 OK OK OK OK �
Retlo 65°�fo 31% 88% e$%
Fb(psi) Fv sl E(psf x mll) Fol si
Values Base Values 2900 280 ,0 B50
Base Ad Usted 2803 29Q 2.0 B50
9�j�stments CF 31ze Factor 1.Ob1
Cd Duration 1,OQ �l.00
Cr Repetltive 1.00
Ch 8hesr Stress 1.OD
Cm Wet Use 1.00 1,OQ 1.D0 1.00
CI 8tabllfty 0.�000 Rb =0.00 Le= 0.00 Ft Kbo=0,0
Lo�ds Uniform LL:225 Uniform TL:293 =A
Unlform aad A
R1 =280A� R2=2604
sPAN=18.5 FT
Uniform end p�rtlal unlform loads sre Ibs per lineel it.
Nov � 2 � 2005 10 � 15AM it ' s a great dav at boyer bldg � No � 6116 P � 1
Boy�r Building Corporation 3435 County Road #101 Minnetonka, MN 55345
FAX TO: Lyle Oman City of Orono a�2� 2`-�9' `��G�6
SENDER: Bob Jaffray S�1 Q [�/�/Z�l�(%� � `
DATE: 11/02/05
RE: Jaffray garage permit#09265
I AM TRANSMITTING 5 PAGES
�-�If you do not recelve all tlte pages, please call 952•475-2097. Fax number is 952-475-2005.
Hi Lyle,
We are using a 4 lamination glulam post to carry th� shorter w 12x26 steel beam per the
attached calculation. Please review for your file..
Thanks,
Bob Jaffray
Bobj@boyerbuilding.com
If I am not available at the# above, please try
my cell: 612-685-7867
Nov � 2 � 2005 10 . 15RM it ' s a great day at boyer blds , No � 6116 P , 2
� � BeamCheft v2_4lic�nsed to:jb Reg#2308�64562 �y V�
' Jaffray addition front to back drop beam
r Date� 10/10/05
Se/ection W 12x 26 36 ksi Wide Ffange Steel Lateral Support at: Lc=6.9 ft max.
C�ondiFions ua iz �
Min Bearing Length R1=0.9 in. R2= 9.9 in, DL Defl 0.�1 in Suggested Camber 0,17 in
Data Beam Span 14.0 ft Reaction 1 LL 9456# Raaction 2 LL 126�0#
Beam Wt per ft 26.0# Raaction 1 '11 12923# Reaction 2 TL 16890#
Bm Wt Included 364# Maximum V 16890#
Max Mament 65861 �# 'Max V(Reduced) N/A
TL Max Defl L/240 TL Actual Defl L/400
�L Max pefl L/360 LL Actual Defl �/543
Attribufes Section in� Shear in2 T�Defl in �L Def)
Actual 33.d0 2.81 0.42 0.31
Critical 33.26 1.17 o.7� �•47
Status OK OK OK OK
Ratlo 100% 42% QD% G6%
Fb (psi) Fv(psi) E(psi x mil)
Velues 8ase Value Fy 36000 36000 29.0
. Base Ad'usted 23760 1440D 29.0
Adiustmeats YP Factor, Lc 0 66 0.40
.,\, . _
At Polnt,.Loads- f�rovide these minimum bearing lengths in inche�s or provide web stiifeners,
B=�0.9
Loads
Point LL Point TL Distance Par Unif tl Par Unif TL Start End
7343 B= 10189 5.0 '(637 H=2140 5.0 14 0
� "'� H
Pt loads: Q
R1 =12923 R2= 16890
SPAN =14 FT
Uniform and partial uniform loads are Ibs per lineal ff.
Nov � 2 . 2005 10 � 15AM it ' s a great day at boyer blds � No , 6116 P � 3
Oci-ai-uo u4:auam rrom-nAUSAU aocaao2598 T-04c r uci02 r-o41
vers�on- 2.❑ pes�gn�aon� OaoDer27.2C06
', � , i 1 �
„o,n,� � �fbtsr Pro
pe,relopeG Dy. Bn�er Dala Home Pnn� verswn
Memper�i S1 � Fo�€��n6��
{..ocatian: F�ont Enpy
Sds on Sill Plaie? M0-' �� Y�
��imensio[Lla.mber" �m�sion i���per'"
Nomina{Size: (4) 2 x 6 Sill Pl�e�Vomina!S2e 2 x 8
Species= �ougtas FlnLeroh Speaea or Symqol p hlem•Fif
Grade= Machine Stress Rated Graoe= No2
2�oof•�.a�
9earing at<3"af 3ill End? No
P
Ne�ght(N} _ �ft - 0 in H P� 12q23 rb = p�.*SL
unDraced LenBch (1,J = B ft - D m w= 0 plf = wnQ
unbraced I-engt� (IzJ = 1 n - o�n w lu= 1 R - 0 in
? Setup�� (presseq-duwn Duttons are se�ec�ed)
RapeRltivs U9e 7 � �►p Ym* _.�,._,,._
` I�c�ed for pT? no r+; Max.Atlowable P�15366 lb
F�ac u�e.. No ,r�
Molatu�coMem; �a� '1e�° for P only�fc(psi)m 382 < 4D5 = Fc-�
7emperaA+�t'F7: "oa 10°"�� ]2s•�sv for P+w.fc(psi)= 392 < 405 = pc-�
�.�F,� � -+ C p= � t5�P) � 160 (P*w) fb(psi)= 0 < 2TI5 = Fb
eas�(toccae�4aro�h F�cc�' '� K= 1_QO Ifc I Fc)2 + tb I C�'b t1 -fc 1 Fce�J � �..44 < 1.q0
S�+asee�Checkea OK
$actlon Prop�Nas
PosUStyG ��t1 PL
p�a��p�_ e i� � 5 Adjustment Factors Si�l PL
��p��4y= 5,5 in 6.5 � �� �— �
Ara�(A)� 33,0 ��^2 33,.0 we�Servio� GM= 1.00 1.00 9.q� 1.00
S�cAo�Mc�Wlus(S)d 30,3 in"3 Temperature C�_ 't.00 1.00 �.00 1.00
Mvm��t o�IneRi81(I)= 83.2 in^4 seam S�aD�1iry C�= 1_QO wA N!A IVIA
s�e cF= ��oo t.00 N/A Iwa
� Flat use C�,= 9 QU WA N/A WA
pesi8n Values(psi) s�i1 P� inaslnA �,= 1.00 �.00 1-a0 �.00
Fa -cir � �l Repetm++e MemCer C�= 1 1� N!A IY/A WA
Taoula� 2i 0o i 875 i 800000 405 Colvmn SaRilny(P) Cp a N/A 0.74 N/A NIA
�us�ea(P) i5ee i800000 �os Coiumn Ssap�Aqr(P�rw) C�„= N/A 0.82 WA N/A
Ad�us�A(Prw) 2775 16$1 1�00040 446 Reering Are� Co= IWA N/A N�A 1 00
Nov � 2 � 2005 10 � 16AM it ' s a great day at boyer blds � No , 6116 P � 4
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? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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��`�—� � � �DAT TIME , /
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White Copylinspector's File Canary CopylSite Notice