HomeMy WebLinkAbout1997-009352 - detached garage PERMIT
CITY OF ORONO PERMIT TYPE: E-
2750 Kelley Parkway - P.O. Box 66 Permit Number: F;E_!i L_i i s N
Crystal Bay, Minnesota 55323 i:ac:i° _;c
(612) 473-7357 Date Issued: _ _
SITE ADDRESS:
1 i•_ -
DESCRIPTION:
Ar,A SE
if:31 n1:g >`'erin'i'1 t T!pe c:{i_;,%iji-}R'''�G S
i{_.i= i E j I!f' +_f i 't. T a` A 'E ..D t PIC rlrD
i.L'_!�f•."�.'.`LJ� �.F_Si�3_,' iS._;�i_` :.;L_ ! _l Ft L?�,'�Z
REMARKS:
.._.+.iii? ._4*f.-.� ._., S _Sk t: _ _ 4, x .14_•. .__
FEE SUMMARY:
8;ase Fee .
CONTRACTOR: OWNER:
k Imo,. t~ s' 'k'i(A T�'• R
F 1.��(1 i��r_ii•l Tie �,i�{_:}'t!T;• {F�..i �{
MN
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
1
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: t 13 6 1uc7'M S iAo at L or, w
PID:
DESCRIPTION OF WORK:
---------------------------------------- -------------------------------------------------------------------------------
ZONING REVIEW BY: DATE APPROVED:
BUILDING REVIEW BY: o,.� DATE APPROVED: ; 7
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes ✓ No
PLAN REVIEW Yes ✓ No SEWER CONNECTION
STATE SURCHARGE Yes No WATER CONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC Units OTHER (specify)
------------------------------------------------------------------------------------------------------------------------
ZONING CHECK LIST Zoning District: L_(Z-l9
Fire Department: yam_;,j/3 Post Office: rv%-o je. O School District:
Lot Area: Sq.ft. 3cl(,, cl.6 Acres ,X11 Width i Oct Depth 391
Survey Submitted: Yes oC No Date of Survey: O c— Z$
Proposed Setbacks:
Front (Lake): _ -3 37 Right Side: �y
Rear (Street): 30' Left Side: ?Q
Adjacent Structures: + 1 S' Wetland: i-1 +A
Building Height: Def. Hgt. Z I Peak Hgt. Zai
Lot Coverage: /J 1A
Grading: Staff Approval Date: — By: - Council Approval Date:
Septic: Staff Approval Date: — By:
Zoning File: #2- Resolution: �i �`3!(,� Resolution Date: (� 'C' ' 97
Shoreland District:
Avg. Setback: Bluff Setback: Lot Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
REMARKS(in house):
26
l
BUILDING REVIEW CHECK LIST
UBC: U-1 CONSTRUCTION TYPE: Wli
Sq Footage $ Per Sq Ftg
Basement x =
1st Floor x =
2nd Floor x =
Garage F��i x =
x =
TOTAL
Estimated Construction Value: $ Ci 220
Inspections Required: Work Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
Footing Septic Sewer Connection
_(Framing Fireplace Lawn Irrigation
V,Insulation (Masonry) Other
N Wall Board (Mfg.) Well (State Permit)
p'-Final Grading/Filling _XElectrical (State Permit)
Other
REMARKS (IN HOUSE):
------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
----------------------
REMARKS(TO BE NOTED ON PERMIT):
27
Total Fee: $ �/. q Date Received:
Entered By: Permit#: 3 S--,
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR
JOB SITE ADDRESS: 11ZO AIN2114110 QC J)Q1(/G_ W ZIP: ,55361-1
NAMEOF OWNER: UJ 6 i,T C(L 1.101`LC-(L PHONE: (home) tj 72=1-1 Lt 6 6—
(work)g M e-
MAILING ADDRESS: 1130 IOUg5h®P_67 CITY: oa1j. ZIP: 6,153641
CONTRACTOR: Uj k1rc_,(L A®1 Z l (L, PHONE: L172- Lj
CONTACT PERSON: L&)R L,Dff 2_ MOBILE/PAGER: (4 to
MAILING ADDRESS: Do, P-x7)x 2c, CITY: nau A NILF- ZIP: .
STATE LICENSE: #
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION#
TYPE OF WORK: New Addition Accessory Structure X
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detail): 3Q X-33
STORIES: �_ SQ.FEET OF EACH FLOOR: I ff 11 r8,,5r4 %j W& 6%
NO. OF BEDROOMS: 0 GARAGE STALLS: ATT. DE��
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ ,Z,500,
�
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 pproved plan.
APPLICANT'S SIGNATURE: DATE:
NOTE! Parade gf Homes events require separate permit approval by Police Department and
City Council 60 days prior to the event. Non permitted events will not be allowed.
5
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 concerning himself
shall be informed of. (a)the purpose and intended use of the requested data within the collecting slate 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 properly tax refund
instructions instead of on those forms.
Subd.3. Access to data by individual. Upon request to a responsible authority,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 shown 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 authority 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. If he cannot comply with
the request within that 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 concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the
disagreement. The responsible authority 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 included 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.
t���.r�2 A16 ACE j61262.
First Middle Last
i 130 baa-rds1nore Qazue= c�
Address
_J X2Q A�7 VVI Ii 6-5 &(-1 G-17.-4 41 t�
City State Zip Phone
I understand my rights as stated Bove.
� r .
Signature
6
ORONO COPY
�ftd
J.H. Dahlmeier Engineering Inc.
August 22, 1997
Walter Holzer
1130 North Shore Drive
Orono,MN 55364
Re: Garage Structure
1130 North Shore Drive
Orono,MN
Commission No. 97167
Dear Mr. Holzer:
ASSIGNMENT
J. H. Dahlmeier Engineering Inc. has been retained to provide a structural engineering review of the
foundation system under construction for the garage structure to be constructed at 1130 North Shore
Drive, Orono, MN as directed by Walter Holzer, owner of the property.
BACKGROUND
Walter Holzer intends to construct a garage structure Group M occupancy.
The City of Orono Building Inspections Department requires a structural engineering review of the
foundation construction.
OBSERVATIONS AND COMMENTS
1. Drawings for the structure include six sheets dated 2/24/97, Plan No. C103056, prepared by
Minnetonka Design, Inc. A copy of the roof truss design has been furnished to me. The
foundation layout using a thickened slab edge has been Frovided to me. The structure will be 30'
x 33' with a storage space in the attic space within the roof truss system. Thickened slab method
is being used instead of the full depth footings and foundation wall shown on the drawings.
2. The thickened slab concrete foundation system consists of a 4" thick slab with a thickened edge
12" deep and 12" wide and tapered at a 45 degree angle up to the slab thickness on all four
perimeter sides with two#4 running the long direction and three#4 running the short direction in
the slab.
3. The thickened slab has two #4 bars stacked the entire perimeter of the building. A 4" starter
course will be placed on top of the 12"thick slab for construction of the frame structure.
2434 Commerce Boulevard 0 Mound, MN 55364 0 (612) 472-4746 0 FAx (612) 472-4761
Walter Holzer
August 22, 1997
Page Two
4. The slab is constructed on 20"of pit run clean gravel.
5. The excavation area is oversized 6 feet on all sides on the clay subgrade. The clay surface is
pitched to the edges.
6. The concrete delivery ticket indicates the concrete was furnished by Cemstone Products
Company with a specified strength of 4000 psi at 28 days with 6%air entrainment.
ENGINEERING ANALYSIS
7. The foundation under construction meets the requirements for a group M occupancy structure
using thickened slab construction.
8. The system is structurally adequate to support the design loads as required by the Code.
9. A thickened slab foundation system does not go down to frost, therefore movements as much as
3"to 4"can be expected at times during winter months for this type of construction.
10. The thick gravel bed will help minimize the amount of movement. Drainage of this gravel fill is
very important. It is strongly recommended that a draintile system be installed daylighting away
from the structure. This will ensure that the gravel fill is kept as dry as possible.
11. A minimum amount of steel is being installed in the thickened slab portion and in the slab. It is
recommended that the slab be saw cut into relatively square units, in this case six units would be
appropriate. Anticipated loads are light.
GENERAL
12. This slab foundation system is consistent and meets the requirements for Group M thickened slab
foundation systems in the Code.
If you have any questions,please contact me.
Sincerely,
J. ME GINEERING,INC.
John . DahlmeWer, .
JHD
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that I am a
duly registered professional engineer under the laws of the State
of ota.
Mi sota Registration No.9212
IN
a 17
y
9�
Z
� Z
_N O
4.
�� cR
� z
$ I
0
0
a
0
C7
O:aa
�'O • AS St!SM!ED + rreMr K� ...w.. Qa
APPRUvf_:3:a VIVI T H CORRECTIONS AS NOTED a
NOT AFf4i()VE0 — CORRECT & RESUBMIT
Chege COR1mer,t Wk tar your Intr�rmolon.All
! twi C07R�? JLMI",, .tilt, Hli appliCgtyle tr: tiMOrk 6he11 toSei
a A — tTi�nty in: ; sric Meme
KI: not speGf►C noted In this me*,1
Tr~:;
i i JN %I-1"E AT ALL f Mfj
--------------------� •�
Ir-- -----------------� I
IC
I I I I
I I I I
I I I a?
I I �
I I �sl I
I I I I
lL - ---- ----------JI
I
IL--- ------- ---- -- --J I
III
L- --- -- - ---- - ----- — J
$a
F
ta
W
Nei Ma!
<I1'pMppNa
� K
I I I -
I� I I
I� I
At
Mill 11T
IIIIIIII „
aswu
d LF J a
1°
i
6
l�
i
i
i
I
I
r�e« �s•o T-d"
Nid'lIMNNN�!
CIlMalgMm
I I
I I
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I � i
I
Ia
I
I IIII III II
I Ull L1__ j
I I
I I
i
T d"
I�
wor verrrs ns mov
S-TAIRS
8►� MAX. RISER 9" MIN. TREAD
6T—`�" MIN. HE
11
AT LEAST ONE HANDRAIL REQUIRED Q12
GUARDRAIL OPEN SIDES
��' I • tti .4&1
nmc M90M 1X625.2r'Qc.
gfR'ICCiCAnmm K-61
PLOW FMAI GN K-98
ra.Y VA"DAM
D/8"CM.W. K-.58
Rnmm AR rLm R-61
fOf/l K-'ADO
LA
*V 5OrFtr
1
GUARDRAILS Z
CP(T"'w rLM K-v
3611 MIN. HEIGHTs � 2M5fd oa+ R-1.C)D
S A \�, D�rJALA1 N/C KKWB7)
MAX. OPENING
Pay1VA"volm
aw.VO
/T'ux.Dmm R-.n
10' 110!!+75 r'———— IriC1001C NC nLM K-.68
f 1--———— fOr&K 2198
r j- z
J /
f / (6)1101 X11 NMM lid 1RTD.AL m'qr w/*AZX
/ a 1/2'*13ix DaT5 0 6'-O"OC.
/
1/r'cart.xae nom*m" WV"m /
CaC.A.K.
2a XIT'COW."cit
SPECIAL 1V n' C71Ot�'
5cu'V&'-V �lr
SEE ATTACHED SHEET
FOR
CODE REQUIREMENTS
-- ruw tYJ.QC�id
Tmk
u
Cl
aN
IJ
V ay
4� T
a$�
o
ro