HomeMy WebLinkAbout1997-009164 - pole barn z __ __. _ .
PERMIT
.CITY. OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 Permit Number. ����= �� '��
Crystal Bay, Minnesota 55323 - -'=�-�=��*
(612)473-7357 Date Issued: �;�-_,•;��s_;!
SITE ADDRESS:
6���_ .. . '7.�5.,:.��'•. �. .
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._.. 3 . . . . . €�f��_. _ . .a.._�'�,f t�'i f._.,J_
DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: OWNER: -- :=.���:xx �,��.�-:�� -�-
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APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATU
Total Fee: $ �� ��'°�� Date Received:
Entered By: .:�- Permit#: ���i:�,/
CITY OF ORONO - BUILDING PERNIIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
------------------------------------------------------------�---------------------------------------------------------
THE APPLICANT IS: (circle one) ..ti OWNER OR CONTRACTOR
JOB SITE ADDRESS: � � Z�: `_; 5 3 Cp ��
NAME OF OWNER: ;.,_;�,��; ti (`n `; - -�.,,, , PHONE: (home) c� � _
—� (work) - 4�� �
MAII.ING ADDRESS: � �z,�C� t�<:�r �r< `;a_�� CITY: �� ��� ,-�� � � ZIP: ,-
/ �w�� _
CONTRACTOR: � � ��,� � t�<< � ��,�PHONE: 1�����;- � ._' "?"-' �=
CONTACT PERSON: � � ��.�� -, ,, s-+ MOBILE/PAGER: �. �-} �i - �� ', -i "�
. �":�� `.� -�� �, -.
MAILING ADDRESS: ; :� `�i �.�. ; ;r _ . ; CITY: �-�.< i_ �� <�_ ,' ZIP•
STATE LICENSE: #
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME; REGISTRATION#
TYPE OF WORK: New Addition Accessory Structure '�
Move Remodel/Alteration Land Alteration
;•,
PROPOSED WORK(describe in detain: : : i - � <- �_a = �+f- '�L�� ��� � � - 4�-�-�.Y.
STORIES: I SQ. FEET OF EACH FLOOR::,..1- � :; ; ' - -- _
NO. OF BEDROOMS: �"�, GARAGE STALLS: ATT. DET. v���
; az�:� - _
ESTIMATED CONSTRUCTION VALUATION (excluding land): $ � ' -t- "'f�--�=r-�'
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 SI�GNATURE;-�`�`��,�;a..a -' f�,� ,rr,_R.<"' DATE �� � ��� �"�—�
NOTE! Parade of Homes events require separate permit approval by Police Deparhnertt and
City Council 60 days prior to the event. Non permitted events will not be allowed.
9
Sec.13.04 RIGHTS OF SLTB.TECTS 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 conf'idential data conceming himself shall
be informed of: (a)the purpose and intended use of the 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 maV 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 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 ur.:,;ss 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 authoriry
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. If he cannot comply with the request
within[hat time,he shall so infornt 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 of the disagreement.
The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to norify 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 disciosed only if the individuaPs statement of disagreement is included with the disclosed data.
The determination of the responsible authoriry 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 pernut 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 pemut.
�
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1 i�i! ��.�_1._� � � ,_ _ � �� e_ _
Firs[ �` Middle Last
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Address
�'�e � ° � � � ` ' -- -- �� ?t :
�1�� y \ ti i� C � � � �L
Ciry State Zip Phone
I understand my rights as stated above.
'; ,
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� ��� ��\.�� �i-.�� � � (�� �� ���
� Signature
�\
� � CHECK OFF LIST FOR ISSUANCE OF PERMITS ��'��.,
FOR OFFICE USE ONLY ''
ADDRESS ORLEGAL: �390 Pa�2�c ��2�v�
PID:
DESCRIPTION OF WORK: o��, gA2N
---______ ________________�_n___ ---------------------------------------:-__--------7-----
ZONING REV�W BY: lX�— DATE APPROVED• 7 �-�
BUII.,DING REV�W BY: DATE APPROVED: �-�C3 y�
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERNIIT Yes f No
PLAN REVIEW Yes � No SEWER CONNECTTON
STATE SUR:HARG� Yes J No WATERCONNECTION
INVESTIGAZ'ION-FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC Units OTHER (specify)
ZOIVING CHECK LIST Zoning District: (..2-1 C3
Fire Department: ►�Vt��,v,/� Post O�ce: y�.��,�,/� School District: w�5��n�r�
Lot Area: Sq.ft. /7� ?c�a Acres • `� Widch �/?,�?,(;,�Z,u�_ Depth --
Survey Submitted: Yes_� No Date of Survey: � ' � y��
Proposed Setbacks:
Front (Lake): r✓�� Right Side: �5��=
Rear(Street): ZZ. 2- Left Side: �� 1
Adjacent Structures: � � �' Wetland: it//�
Building Heiaht: Def. Hgt. �(o� Peak Hgt. I Y3
Lot Coverage: l�1 •�1
Grading: Staff Approval Date: By: Council Approval Date:
Septic: Staff Approval Date: /��/� By:
Zoning File: # ZZ`l� Resolution: # 37/ `► Resolution Date: co L3�-y � �
Shoreland Dis�ict: S _
Avg. Setback. N��A Bluff Setback: i✓//J- Lot Covenge: � �. `I
� Ezisting Proposed
Hardcover: 0-75'
75-250' �
250-500' z 7. %
500-1000'
Hardcover Variance Required: Yes No�X_ Date of Council Approval:
REMARKS (in house):
• 26 .
BUILDING REVIEW CHECK LIST �
�C� V/-� CONSTRUCTION TYPE; �//�l
� Sq Footage $ Per Sq Ftg
Basement x =
lst Floor R = �
2nd Floor x _
Garage x =
x =
TOTAL
Estimated Construction Value: $_ !`�(� p pp =�
Inspections Required: � Work Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
�Footing Septic Sewer Connection
_�,Framing Fireplace Lawn Irrigation
Insulation (Masonry) Other
Wall Board (Mfg.) Well (State Permit)
_�F�� Grading/Filling Electrical (State Permit)
Other
-----------------------------------------__------------
REMARKS (IN HOUSE):
-----------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By.
---------- - -----------------
REMARKS(TO BE NOTED ON PERiI�IIT�: �
27 .
' HARDCOVER CALCULATION WORKSHEET
, , SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' S00-1000'
EXISTING HARDCOVER IN ZONE ,
A. House - x <' (�; , '— = 1 L � S.F.
Length Width
1 �. x 1 �:,� _ ! "_,�. ;i , �� � S.F.
x = S.F.
x = S.F.
B. Garage :� �`�- x �Z �% = C.0 �7 � S.F.
C. Driveway ;"�� , R 1i� +'�t � ' � ��,t�.d — ,y<: � S.F.
� i • � �/ x = S.F.
D. Sidewalk ` x = S.F.
� � ' � � � x = ��:` S.F.
,
E. '.�Patio/Deck ��= x ' _ - � _ S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
Or Fabric
G. Other x = � S.F.
TOTAL HARDCOVER IN ZONE - �,�,��_; � �� S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
p � — B j 7 7C'C:: x 100 = i �_,_ %
PROPOSED HARDCOVER IN ZONE
A. House 1 ,� x C�, , ._— _ _ ., l. ', % S.F.
Length Width
/� x / �1- _ / Cc% % : . S.F.
x = S.F.
x = S.F.
B. Garage � �{ x ..Z rG = lU� 7� S.F.
C. Driveway � � x = _ " S.F.
� ' R = � S.F.
D. Sidewalk � x = S.F.
. � x i � _ � S.F.
E. Patio/Deck /:-,� x = - S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
Or Fabric
G. Other ` R -� -� L., � — �.Z`-�
S.F.
TOTAL HARDCOVER IN ZONE - ,`j � )"��'^� ,� S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. �
p � - — B j �/ ''- C; x 100 = _ . _%
14
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SPECIFICATIONS ^�,� ��� � ��� � � a �
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ANCHOR DIAMOND � �� ` �� �`` �\��`�' � `�""��"�"'�`+ '� �:�
BEVELED UNIT � �u y: � �" � � .� �r, ,� �: �� �4���. -
Dimensions* 6"x 15.875'x 12° " �""� �' �' �� ��� �� �
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Weight'`* 68 1bs. ��4 �� . .�I'I� ° � � �� } � .� ��
Coverage......... .....0.67 sq. ft. ' ; .�. . ,.._� . .���
Setback �batter� ............1 1/8"" , a A�� �� � +v
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— - 4 - #��k Gu .•
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ANCHOR DIAMOND � ��� �"�"� �"`" ����k��� �* '� �z s, ��
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STRAIGHT UNIT `�
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Dimensions*....b"x 17.25" x 12° �`�
�--=�.
Weight'''`.............. 72 Ibs. ��a :tF;: � y
_ ....�,: _ . �
Coverage...............0.72 sq. ft.
KEriclentic�l u�atertrrnt�ite.St, Loui;, Jli�rorirr.
Setback.......................1 1/g„
ANCHORDIAMONDCAP The classic Anchor Diamond °
UNIT (OPTIONAL)
Dimensions*.....3-- x 17-- x �o-- continues to set the standard for design freedom,
Approximate Weight'`*... 32 Ibs.
ease of installation, performance and enduring beauty.
ANCHOR DIAMOND STEP
UNIT (OPTIONAL) Anchor Diamond offers all the advantages of cast in place, timber, boulder
��mens�ons*. . . 6° x 16° X �2" and crib walls — but with a very important difference. An integral rear lip
Approximate Weight**... 85 Ibs.
speeds installation, eliminates guesswork and reduces labor costs by auto-
GENERAL INFORMATION matically delivering a quick, uniform setback. With no pins, clips or mortar.
Compressive strength
3,00o ps� m��. What's more, Anchor Diamond is designed to spark imaginations, not
Absorption rate 7.0% max.
Material composition: High limit them. Available in straight face and beveled face styles, you can create
q�ai�y Ze�o Si�mp�o���ere inside and outside curves, 90° corners, terraces, even steps. And with
co�oRs professional engineering and geosynthetic reinforcement, Anchor Diamond
che�k W�th man�fa�t��e� walls have virtually no height limitation. They're tailormade for residential
for colors.
sites, commercial projects, parks, sea and channel walls, golf courses and
*Dimensions may vary by hlgrlWay Cle]�aTtTTlerlt pT'OJeCtS.
+/- 1/16" �1.6mm�
The warm earthtones and natural, rock face textures combine to blend into
**Actual �n�t We�ght, size and the surrounding landscape — rather than dominate it. And Anchor Diamond is
availability may vary by region.
Specifications may vary or non-polluting, won't deteriorate and virtually never needs maintenanee.
change without notice. See your In short, from ease of installation, to enduring performance,
Anchor representative for more
;�Fo�mat;o�. to exceptional aesthetic appeal — Anchor Diamond continues to be
the retaining wall solution that simply can't be beat.
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Straight Face Cap Step BeveGed Fac
J 1SIS)o.�nchor�Aall S��stems.Inc.G.S.Natent Nos.6,062.610 and"o.G94_316 UiamondOO brand blocks:ve e N�kistrred'frademurk of dnclior Alall Scste�ns,Ine and are manuYactured under lirense fro , ,erns,Ine.1-SUO-4i3-4468.
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n � Or Zar�20 � 0 ers
architects en ineers s ecifiers
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and contractors a e�ble cost effective sol�ctZon
� �
for large commercial, municipal and residential projects.
ANCNOR WALL SYSTEMS
STEP 3
To establish the bond for the wall, stagger a standard
unit on top of the preceding course. Measure and cut
a standard unit to fit the space remaining between the � . �� �
step unit and the standard unit (figure 3). n� ��� �° � � � pI
�,�
.ar! ! � � ��� . E�" * � � � �}fI'I'ure�lY
11 i
I ��"tg I
�_,,..�§� , i � 4. �� I r �il� �������+II���� II �':�'I�4}k E�IP �I I
, �+
figure 3
STEP 4
Place the unit in the wall, making sure that the verti-
;��u.
cal edges fit tight against both the step and standard � � _�� � ���� �" "���;
� :
unit. Complete constructing the second course of � ����� '� �'��� � �� ` ������ ���� ��� ��-~- � � � � �
��,� .��
the wall. Following Step 2, build the third course of ,��� � �, e �,��� �", �,���
�t9i��Y +i �'��,,.2��" E �' �,r��: ` _ ` �a�'" �•�,
step units ' ' "' ���� � � `�
�-=
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w ,
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figure 4
STEP 5
Repeat Steps 3 and 4 to complete the third course.
Following these procedures until the desired wall
height is complete
_ � �
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i
figure 5
01995 Anchor Wall Systems,Inc. U.S.Patent Nos.5,062,610 and 5,294,216. DIAMOND and the"A"logo are Registered Trademarks of Anchor Wall Systems,Inc.
ANCHOR DIAMOND brand blocks are manufactured under license from Anchor Wall Systems,Inc. See ICBO Evaluation Report No.4952 for allowable values and/or
conditions of use concerning material presented in this document.
D401
� ANCH � R WALL SYSTEMS � �
Technical Bulletin D401: Anchor Diamond� B�sic Stair Construction
Incorporating steps into your Anchor Diamond wall design is just another advantage to the Anchor Diamond
wall system. In fact, the basic construction procedures that are used for wall construction also apply for
installing Anchor Diamond step units.
STEP 1 �'�� �
Using both standard and step units, establish the base y `
course according to the wall design, Use normal con-
struction procedures (figure 1). Note - draintile can
be run through the back of the steps at grade or � � � ,"
���` ����
started on each side of the stairs at grade. �`
,-
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, , _
e
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figure 1
STEP 2
Add the second course of step units, staggering them
from the previous course to maintain a running bond.
Remember - it is very important to backfill and com- _
pact behind and along the sides of each course of � �� � � �`�
� ,��.
step units. Place the units so that the front of the � � ., ;��� ��� � �
step unit (face) overlaps the previous course by 1 r "'��� �'f �� �����` ��� ° ���. � �
1/2" - 2". Extend the step units through the wall. � , �; � ��'����`
°;.�'��,�,,� •
Adhere the front of the step units to the preceding
course
��;°' °����' � »� �� �
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ftigure 2
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�� 7'-9 I/2" 7'-6" O.C. COLUMNS 7'-4 I/2" �
` � � � � � � � � �
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' SERV. DO R q"Xl9" PRECAST PADS -
`r SIDEWALLS 1 GABLES �
^ � q0-9-Itt TRC/SS LOAD '�
— — — — — — — — — — �
� SUBII�IT'T'RUSS DES�GN't�0
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CONT. RIDGE LIGHT
NO� TH/SOUTH ELE 1/,4 TIONS
SCALE 3/16"= I'-O"
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29 GA. STEEL
TRUSS TO COLUMN 2X4 P P 1NS
1 PLY NOTCHED 3- 8" O.C.
5-30d RINGSHANKS �`�CJ�►'i-��12� Z �R Qe��
IN TRUSS 40-4-1# TRUSS ��' �-C-
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SEE ENLARGED DETAIL
FOR TRIM PLACEMENT
M
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2X6 GIRTS @ 6X6 SOLID COLUMNS
33" O.C. � 7'6" O.C.
29 GA. STEEL �
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BASE TRIM #32 c`�c"�
ZX8 TREA TED
GRADE BOARD
GRADE
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4"X14" PRECAST FOOTING WALL SEC TION ��
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CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �`Q !�%�'
PERMIT NO. � �' COMPLETED
ADDRESS r 3 �� ah�- �/'�.
OWNER GUI�.c�.f{�rn�A CONTR. �,u.-� c� �
TELEPHONE NO. '���- ✓2� 7�
� DESCRIPTION �� �'Xk�/
� 1 FOOTIN � 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
�Q( F�f�I1F�G 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
2 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
� 07 DEM�-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
�+ 10 PLUMBING FINAL 28 CEDAR HINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:�YES_NO
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W CORRECT WORK 8 PROCEED -. ISSUE CERTIFICATE OF OCCUPANCY
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING pERMANENT
0 CORRECT UNSAFE CONDITION WITHIN HOURS. -, pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP OR�ER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnedContract�o�i i :
Inspector. G�
White Copyllnspector's File Canary CopylSite Notice
CERTlFIC�1TE �F S�RV�Y F�R _
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- L�GAL D�SCRIPTlt}�l OF PREMISES : ,�„ _
� L.ots 1� � 2�, Block 13, SAGA HILL REV�SED
�
��
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� o ; denotes iron marke�
(g9.4) : denotes existtng spot ele�Qtiflrs assurned datum
Bearings sh�wn are based upon an assu�ned datum.
This survey in#ends �a shaw the baundct�ies of the above desc�ibed prope�ty,
tf�e location af an existing #�ouse and garage, and the propased {acatEan af a
proposed shed thereon. It does not �urport to show any other improvements ar
- errcroachments.
u
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7
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7
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� 5-2O•9?
I hereby certity that this survey was prepared by me or under my direct super- tM��y 7_3_q�
��- � r 1 + v�sion,and that t am a du}y registered Civil Engineer and Land S�weyor under
T
�T� the[aws of the State of Minnesbta. � �":�'
� �,;;
��� i i� �
r--- lOB NO. Q7-�EsJr
��� Mark S.Gror�berg hiinrre9o�h[.ioense N�3`215b