HomeMy WebLinkAbout2000-P03195 - addn/remodel/repair PERMIT
G�T� OF ORONO
�750 lCelley Parkway - PO Box 66 Permit Number: Po319s
Crystal Bay, Minnesota 55323 Pel'1711t Typ@: Addition/Remodel/Repair
(612) 249-4600 Date Issued: 9iisi2oo
SITE ADDRESS: 4755 Bayside Rd
MAPLE PLAIN,MN 55359
P ID: 06-117-23-22-0021
DESCRIPTION: [7sC occupancy R3
Construction Type VN
Proposed Use:
Buildin Census Code 434
Permit Class: g
Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Foundation Only
DETAILS:
Approved per resolution#:
Separate permits required: riumbing iviecnanicai Sepiic rirepiace urigaiion weii�siatej Eiecrricai�siaiej
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 139.25 Valuation: $ 7,000.00
Plan Review Fee: $ 90.48
State Surcharge Fee: $ 3.50
TOTAL FEE: $ 233.23
APPLICANT: RUDY WICKLANDER HOMES,nvc. OWNER: RUDY WILDLANDER
15440 POTAWATOMI STREET 4755 BAYSIDE RD
ANDOVER,MN 55304 MAPLE PLAIN MN 55359
THE LINDERSIGNID HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CI'IY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
APPLI ANT P M[ EE I NAT ISSLTED BY SIGNATiJRE
Copies: City,Applicant,Assessor,Finance Page 1
� PERMIT
�I TY• O F O RO N O Permit Number:
2750 Kelley Parkway - PO Box 66 P02932
Crystal Bay, Minnesota 55323 Permit Type: NeW s�u��ure
(612) 249-4600 Date Issued: 9�is�2oo
SITE ADDRESS: 4755 Bayside Rd
,y.
MAPLE PLAIN,MN 55359
P I D: 06-117-23-22-0021
�
DESCRIPTION: UBC Occup�ncy R3
Constry�tion Type VN
Proposed Use: r'
Permit Class: Building Cen�qtis Code 434
Permit Type: New Structure ��it Sub-type(s): Single Family
/ �
DETAILS: ' ,�
Approved per resolution#:
,�
Separate permits required: riumoing iviecnanicai epnc rirepiace irrigaiion weii�siaiej�ieciricai ' iej
� ,� : �
� � � �,� _
/' � i 1, �
NOTICES/REMARKS: � ,
i /
' J
�
�
FEE SUMMARY: Permit Fee: $ 139.25 Valuation: $ 7,000.00
Plan Review Fee: $ 90.48 ���
State Surcharge F e: $ 3.50 �
/ \,,
TOTAL F . $ 233.23
APPL.ICANT: RUDY WICKL NDER HOMES,Irrc. OWNER: HILLOWAY CORP ET AL
15440 POTAV�ATOM[STREET 4755 BAYSIDE RD
ANDOVER, MN 55304 MAPLE PLAIN MN 55359
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE TNE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUII.DING CODE REQUIREMENTS.
U
l,Z � ' - )LC �/ic_a/i_ � �YYL'Q.11rl
APP T ERM E I NATU SSUEDBYSIGNAT[JRE
�;.
� �
Copies: City,Applicant,Assessor,Finance Page 1
.,�'"
�
` • ' Total Fee: $ �.��• a-3 Date Received: G�-���-� �
' Entered By: _ , Permit #: ��a�j�'�
CITY OF ORONO - BUILDING PERI�TIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all inforrnation)
----------------------------------------------------------------------------- ------------------------
_-_-----_. - --- -
THE APPLICANT IS: (circle one) OWNER O�CONTRACT R
JOB SITE ADllRESS: 4755 Bayside Road ZIP:
Orono, MN
NA.1�IE OF OWNER: Allen Friedland PHONE: (home)
(work)
NIAILING ADDRESS: CITY: ZIP:
CONTRACTOR: Rudy Wicklander Homes , Inc. PHON'E: 763-422-9192
CONTACT PERSON: Rudy NIOBILE/PAGER:
MAILING A.DDRESS: 15 4 4 0 Potawatomi St. CITY� Andov r ZIP: �5�0 4
STATE LICENSE: # 13 8 8
ARCHI'CECT/ENGIN�ER: PHONE:
MAILI�G ADDRESS: CITY: ZIP:
NA.1�I�: REGISTRATION#
TYPE OF �VORK: New x Addition Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK (describe in detain:
STORI�S: SQ. FE�T OF EACH FLOOK:
NO. OF BEDROOi�IS: GARAGE STALLS: ATT. DET.
ESTIi�IATED CONSTRUCTION VALUATION (excluding land): $as�, 000
I hereby apply for a buildin� 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��Z,���d�' . DATE: S'Zd -DD
NOTE! Parade of Homes events require separate permit approval by Police Departntent and
City Council 60 days prior to the event. No�a permitted events will not be allowed.
9
7
" Sec.13.04 RIGHTS OF SiJB,TECTS OF DATA
Subd. 1. Type of data. The rights of individual on whom the data is srored or to be stored shall be as set forth in this section.
Subci. 2. Information required to be given individual. An individual asked ro supply private or confidential 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 starewide 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 identiry 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 noace required under this subdivision in the individual income tax or propertv tax refund instructions
instead of on those forms.
Subd. 3. Access to data by individual. Upon request ro 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
thereafrer unless a dispute or acuon 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,exduding 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.
Subci.4. Procedure when data is not accurate or complete. An individual may conrest 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 authoriry shall within 30 days either. (a)correct the data found to be inaccurare 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 fumish 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.
First Middle Last
Address
Crty State Zip Phone
I understand my rights as stated above.
Signature
10
, CHECK OFF LIST FOR ISSUA2r7CE OF PER1tiIITS
. ' FOR OFFICE USE ONLY
A.DDRESS ORLEGAL: �� SS r(3�4� SiO� /L��
PID: b�
DESCRIPTION OF WORK: NLs� /L�3 0� L�i5�7 -�� a�' `^��J�J��aWs
ZOrT�i'G REV�`V BY: DATE APPROVED: �j - �3 - D�
BUII�DI�i tG REVIE`V BY: DATE APPROVED: �r - / 3 -ov
F'EES TO BE CHARGED: Misc. Fees Calculated By:
pERMIT Yes ✓' No .
pLAN REVIEW Yes ✓- No SEWER CONNECI'ION
STATE SURCHARGE Yes �� No WATERCONNECITON
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No STTEINSPECTION
Number of SAC�Units OTHER (specify)
ZONI:�tG CI�CK LIST zoning Districr. R(Z.-�(3
Fire Department: u: Post Office: School Disuict: l,��e s��'`� �`'�
Lot Area: Sq.ft. Acres � �t Widch �N?.l��J�•4✓L Depch
Survey Submitted: Yes_ L Iv'o Date of Survey:
Proposed Setbacks: ,
Froat (Lake): �S'.7 ` Ri;ht Side: 3 Z•5
Rear (Street): 3 35 � t Left Side: ((.9 �
Adjacent Structures: /�l//-� Wetland: Iv/A- .
Buildin; Height: Def. Hgt. �� �� Peal:Hgt.
Lot Covera�e: —
Grading: Staff Approval Date: — By: Council Approval Date:
Sep[ic: Staff Approval Da�e: S• Zo 'S�t C.P gy
Zonin� File: # — Resolution: # — Resolutioa Dace:
Shoreland District: 1� �
Av�. Setback: Bluff Setback: I.oc Covera�e:
Existin� Proposed
a
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
REI�LARKS (in house): �- J r/O�i L�N ,,.�s �G�9 � iUav �
c�N �4� O J P_� /kw� D/n� u� ✓.vi0
W Z s�ns !`h9� `�
7
BUII�DING REVIEW CHECK LIST
UBC: R ' 3 CONSTRUCTION TYPE: �N
Sq Footage $ Per Sq Ftg
Basement x =
lst Floor x =
2nd Floor x = C����(��- ��'�'`"� r
Garage x = "O
R =
t� �s e� a� z�-t 3,ooJ ...
N-� /�,L�,.�1 vsA�- Z S�(9 DJ
TOTAL � �
o �` r��� '�'/ QO 29
Estimated Construction Value: $ �j, (�c� 'f
Inspections Required: Work Requiring Separate Permits:
Site �o _Plumbing � Fire
Hardcover Removal oc Mechanical Water Connection
_�C Footing oc Septic Sewer Connection
� Framing _� Fireplace �Lawn Irrigation
�_ Insulation (Masonry) Other
�Wall Board �(Mfg.) _�Well (State Permit)
Final Grading/Filling _�Electrical (State Permit)
Other
REMARKS(IN HOUSE):
----------------------------------------------------------------------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
RE�IARKS (TO BE NOTED ON PERMIT�:
8
p�` rr � ,�����
��t���� �
COMM. N0.
DFP: Planning & Design, Inc.
479% HWY 10 NE
Arden Hills, MN 55112
612-636-6889
Minnesota State Energy Code Calculations
Based on Chapter 5 of the Model Energy Code
1992 Edition -- Adopted 1/1/95
Owner: FRIEDLAND RESIDENCE
Site Address: COMM. NO: 200335
Contractor: RUDY WICKLAr1DER HOMES, INC.
Phone:
Bldg. Class: A1
iily/Duplex
A2, residential < 3 stories
Over 3 stories
Other
GENERAL INFORMATION
Note: The section designations ("Section A", "Section B" etc. ) are for
convenience in calculations only, and are not related from one set of
calcul�ations below to the next.
1. Bldg. Walls Perimeter x Wall heights, _
Area
ground to eave
Section A : 164 13.2 -
Section B : - 2164 .8
19 18•� = 355.3
Section C : 55 21. 8 -
Section D : - 1199
� � = 0
Gross inlall Area = 3719. 1
2. Building dimensions I
Floor or '
Ceiling �
Length x Width = Area �
Section A : 58 28 -
Section B ; - 1624
22 22 - 484
Section C : 10 24 -
Section D : - 240
� � = 0
Total floor or ceiling area = 2348
3. Rim Joist Perimeter = 238
Floor joist 2 by (8", 10", 12" or 16") ) : 18
Rim Joist Area - 357
4 . Doors -
P.rea: 52 Thickness
Perimeter (feet) : (inc;�es) : p
0
Type of construction:
5. Total door's perimeter: �
6. Windows -
r
Manufacturer: -�
State approved: ygg U factor: 0. 37
Type Height x Length ;x Number =
Total
(inches) (Inches) of gla ss SqFt
units
TRANSOM 12
ELLIPSE 72 1 6
ROUNDTOP 18 66 2 16.5
32.5 32.5 1 7.34
AWNING 16
FIXED 28 2 6,22
FIXED 48 48 2 32
DBL HUNGS 12 36 1 3
DBL HUDIGS 26 32 28 161.78
DBL HUNGS 16 32 6 21.33
DBL HUNGS 26 24 4 17.33
26 20 2 7.22
0 p � �
0 p � �
0 p � �
7. Window glass area (SqFt) _
_ 278.72
Type Height x Length :x Number -
(feet) - Total
(feet) units SqFt
8. Patio Door: 6,85
9. Atrium: 3 4 g2.2
6,85 2.5 2 34 .25
10. Fireplace area
Width: 0 Height:
Total Sq Ft = �
0
11. Exposed Foundation
Height area A: 0.67 perimeter area A: '
Sq Ft area A = 238 �
159.46
Exposed Foundation
Height area B: 0 Perimeter area B:
Sq Ft area B = � 0
12.
SqFt U factor U x A
Gross wall area 3719.1
minus
Window area 2�8 �2
Patio door area �•37 103. 13
82.2 0.47 38. 63
Atrium area 34 .25
Rim joist area �.44 15.07
357 0. 029 10.35
Door area 52
Fireplace area 0. 14 �,28
� � 0
Exposed Found. 159 G6
* Framing area �• �� 11. 16
371.91 0. 095 35.33
equals , �
Totals for net wall: 2383.56
0.043 102.49
Totals for gross wall area:
323.44
* Framing area is l0a of gross wall area
13. Gross wall area x factor below = U x A per code
Factor is .11 for A-1 single family & duplex
.23 for A-2 and other residential
.23 for other buildings
.28 for over 3 stories
Factor is: 0. 11
BTUH = 409,101 MUST BE > OR =
323.44
14 . Gross ceiling area = (calculated above)
15. Ceiling framing area (10$ of ceiling area) = 2348
16. Joist Area (10% of ceiling area) = 234.8
17. Net ceiling area (Gross ceil, area - Joist area 234.8
18. U ceilin � - 2113.2
9� 0. 021 x Net ceil, area = 44 .3772
19. U framing: 0. 024 x
20s Joist area = 5. 6352
Total of item 18 x item 19 = 50.0124
21. G�oss ceiling area x factor below = U x A per code
Factor is .026 for A-1 single family & duplex
a033 for A-2 and other residential
.06 for other buildings
Factor is: 0. 026
BTUH = 61, 048 MUST BE > OR =
50.0124
(calculated above)
;
;
;
I
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iF
1
U vnT.ur cnt.cuLn•�.•r.a�� �
�2 x � / avxr,�il��c � a v�rvc U V11LUG
— Inside air fi1Ri -Ga •
.';�. .45 . (W�11.) U = 1� _
WAGL �� �—— Znterior uall
: R
�� Insulati.on 7-9-0'�
scc•rza�� •
l Sh�athing 2��' _043 '
��`,
Siding '61
Outsic� aic film .17 '
—_—/ - , (t :CC71.'i�L 23.OJ
V
'-- —� — Insi� air film -68 '
SND Interior uall -`�5 ' ,
SECTION Stud - -6 " G.50 (I'Cami�g) U = 1 =
l R
-j Shea�hing 2-�'
�� Siding -�'� .095
_l1 Outside air fi�m -X� '
�' �� ' tt z'oTAL 10_53
I �
- ; i .G�J
Interior air fil.m
IZIM ��-- �/i In.sulation 1.9.00
' � � i 1.II£3 (Rim Jozst) U = z =
�`� 1 Z inc}I soLt �rood
,�olsr " �_I l, ('/��� �aG�ofh��:`t�o�- �a�c� . ' R
�� � S�ieattting . 2.05
`�� � i I Exterior crall coverirx) -67 .(�2�'
. +
;� \ i � _17 -
� Exterior air filn
���, .
�J � � � R '�'1'AL �d" I�D
' _
�� '
_ '�il Interior air film _68
��` � u - �``=J,�,I I O�- �� .O .
.,,
ca�. - _ �. _
, I ['oundation (Z2 " ulock) ] .2Ei (['oi�n3��ion) U
^� � K
� -- Gxterioc air Lilm .l'I
�%'---------� � .���
� �z zv�r�c ��,� _ '
• CI:LLLtvG wL'Cil vt>�rl'L:U n�rt i�: :;t�nc:�. ni��L
__ __!
. Ct V/�LUG [Z V�1LUC:
CIt11M I[�}G CC L(,ING
,
O_Gl 11ic Eilm 0_�,1
/ _—'
/i 36_00 LnsuLatia� 44_00
/ ------
/ /
4_3F3 Joist
�� - ----
i
/ j 1 --- _56 Ceilinq .5�,
/;.� --
� 0_61 I�i� F'ilrn 0_�1
� ' 41_SS ibtaL Ct 45_7F3
_024 U = 1 _OZl
- Et --
C1ITHGDEtl1C. CELLL[�(G
R YAI.(J� R VALUI:
� Ff2AM I[� CELL ING
o �
- - �
� 0_61 Insic� ai� Ci1m 0.61
_56 Ceiling _56
14_375 Joist�Spacer� —
' -- — Insulat ion 33_F35
-- — - � - -
— nic Space .50
_67 Roof d`�cking •.67
� --.. _06 ['e 1 t� _Oo
� _44 Shingle _44
, O_17 Outside aic Cilm 0_17
� 16_88 To�al a 3G-£3�
_059 � = U : .027
Windov inEiltcation .5 c£m/lineal foot of ccack
(2esic3�ntial doo� inCiltca�ion 0_5 c[cn/square Loot o� door �nd minimwn code requicemen�
t�on-residentiaL dooc inCiitca�ion 11_0 cCln/lineal Coot oC ccacl;
Ub 12" conccete block no insulation = .7£31 R 1.2f3
c�uble glass = .�2
tciple glass = _31 -
/U1 extecioc ualls and ceilings n�ust tiave a vapo� t>ac�iec (0_ lU) Er�m u,ax. ) ,
Vapoc ba.cciec rrnis� be on the insic3� (t1QaLec3 side) oL va11_
Y�poc bariecs oL Che polyethelene Chin Ci1m tlave no [t valu�.
� � - GAR DR ��J ����
:� �:�.r.:
�._�r.� :� - - =;��` -
, " ''`'" �'i Di.c• i.� �T ^�C�� v �1C�� 7 (1C flAinr�lln.rn f \/l
TJ-8c^�d�1T"" v�.4� 5=riai hiumt;er.7u��J00�0�5 L r tiJ V 1 t.f J A 1 V 4.V G IY11L 1 V l la i!1\:/ L.V L.
�E�,m+us� >>i i ;izaroo a so sa�,r�
Page 1 oi 1 ' BuiIC Code 124
Tii�� PRODUCT MLETS OR EXCEEDS TNE S�7-D�SJ�N CO�ITRDLS FOr�-T�E A,'PLa�7)0�1�1�VD LOADS tiSTED
Membzr Slo�e:0 Roof Slope:0 .
' �
I
, �I
u I�
1
I `'
1�'j �;2;
_� ` _
=---- --17'----- --- -
hii vi�iici�Sivi�S aic iiviiZviiiBi. �ivCiuCi viay^i8�i� IS Cvi��cYivai.
� i.n r�n, � �
LVHVJ.
Analysis for Beam Member Supporting ROOF�,pplication. Tribiitary Load Width: 1'
Loads(psfl:40 Live at 125%duration, �5 Dead;and:-
TYPE CLASS LNE DEAD tOCfiT10N APPLICATlOiV Ct3MMENT
Uniform(plf) Ffoor(1.�Oj 520 195 0 to 12'9" P,dds to
Un{�orm(pl� �oaf{.1_25) �80 68 _ 12 9"-tc� 17' -�dds to
Point(Ibs.) Roof(1.25) 0 1815 12'9" Adds to '
CIIPPCIRTG• INPUT BEARING REACTIONS(Ibs:)-
VVIu rH LEN�rH JU5i1ri�A�ic�N LIV�/F�EA�/fi�fiAL D�TAIL O�HEr�
1 VUll�lllll J.JVI' J,JI' LGII F'OI.G^ MJJV%LGJU�VVVU �Gl�ll f\1 Jtj JIIG�GI OUIUVf�II1lJ�
� vv�U^1^ �.�v� �.��� p;y�i��C� �4�QF i�R�'� i Jr��S �2i2i1 A'; vR vh�2'Ri0Ck1^^y
-Jee I�US JOISt JY''Cl:lt'Itl'C�J%tSUILUCK�J IiLJ�DCJ TQf QBLaI��S�; K I. I -
nFc�r,ni r.nNr�ani c•
� M,4XIML�iUI DESIGN CONTROL GONT{�OL LOGA�ION
Shear(4b) 675? 5245 10640 Passed(49%) Lt_end Span 1 under Floor loading .
Moment{ft-ib) 2906D 259D3 34764 Passed(77%) MlD Span 1-under Flnar loading
Live Qefl.(in) 0.4'f t7 �.556 Passeci(iJ�+88) tvltG Span 1 under.Roof loading
Totai uefi.(inj v.669 O.u33 Fassefl;U299j Niiv Span t under RoDi.inatiing
-Deflection Crit�;is:STRNDARD(L�: U350,TL:Lt�4(1}:
-8racing(Lu):Ail compress'ron ecfges(top arni bottom)must be braced at 2'8"o/c uRless detaiied otherwisa �r�opar attachment and
positioniRg af Jateral bracing is requiredia�achieue member stahitit�c: `
-Design assumesadequat2 carrtin�.rousfaterat supprnt�fthe cvmpression e-dge.
/1 PYnIT�/\111I�1 I�1/�TTf+i
J`.iLlL.l J i V IY!lLJH V-�'C.1.-.
-1MPOR7ANT! The analysis presented is outp�#from softw✓ere developed by Trus Joi�t. Trus Joist viarrarlts t�e sizing o€its�roducts by
this software v�rilt t�e accomplished in accordance with Trus.loist product desig[�criteria and code accepted design values: The specific
product application,input design loads, arul siated dimensions have been�rbvided by fhe softv��are user. Thisautput has not been
reviewed Oy.a_Trus_Joist Associate. _
-ivoi aii products are readiiy avaiia�ie. Cne�.ic wuh your su�puer or i rus Joisi tecnn�i;ai r�reseniative for.prociuci auaiia4iiity.
-THIS AfJr1LYSIS FOR TRUS JOIST PRODUCTS ONLY': PRODUCT SUBSTITUTION VOIDS THIS ANALYSiS.
_Allnyy3�ile Strecc Racir���nathprinln�y N/3c ucar�fnr C`nr�a UR(`gnglv�irtrS tha�'�c tQict'Raci�anti2l FfO�UCt lictar�atipYa.
-Nct^: S=2 Trus Jotst SPEviCIEP,'S;BUlLDER'S GUID�S For multiple ply Co��r2CtiC^.
i rtvJ��T irv�vriiviilTiGiJ l77'Ei�H�1 VR J1VrORiViMTiO1�:
No Project Information available , DFP PLANNING 8�{�ESIGN
4797 H�/Y. 10 NE ARDE�1 HiLLS,fvtiy
851-630-6889
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calculations submiltcd wilJi lhc perniic
❑ localiott of intcrior air barricr,va��or retardcr ���f?1.ic�tion. 'Ihe proposecl buildin�hac bccn
]3uilding/�cic4css: .uul�vincl�;�ash barricr, dcxipicd to mccithc rcquircrnn�ls oftt�c
❑ CC]IIIJ)111C)ll COt1lC0�S, �tinnc�soln rncrry Codc.
MiNTNTIII��T RT�QUTR�,MT�,NTS for ��Coolcboolc" O �ti�t�: n >>>��;��,t
I;nin� Doors I-_l/<l" solid ���ood or nuixinttim U-t�t�luc ol'
O.-4O Ccilin�;R-:iR (ins�;,�ilion perl'orni�ncc a( �t�inlcr c►csi�;n I-[c�ilinr syslcm c[�Cicicnc5,: > 90 "/„n1:
l�ound,i(ion i/"l" insul,ilcd�;I;�ss ii� �voocl or��it�ti�l fr,�mc, I oundi(ion 1���11 ir,sul,ttion R-10 (il�,t difTcrci�l R-v• - UG
�Vindotvs* or m,�ximiun U-��,�luc of U-0.�I
*Ii�cli�cic('ound,�tion windo��� lot;�l squ,�r�foot,�rrc in i�sccl, aclji�sl thc ra�uircd.tvcr,�gc �vindo�v U-��,�luc Uv��c is Riil�joist ]Z-lO
calcul,�li�n of�Vindo`v/Door An;;i. '' cotl� lclin,thc��-cricshccl oti (hc nc�t p•i _,�), �
- I'loor ovcr uncondi(ioncd s�ncc R-3p
�VinQo`�• aricl boor A►�c;t 100 � F �j � /
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Gl�ecic �1'nll M,»inittm 'I�otnl tiVindow ancl Door rOIZ R-10 rOUND�t'I'ION WALL INSULATION<<,: 90"/„Ar , ,
�1�vj�c LJsec] �1rc:i :ls Pcrc<�titrt�c �f7;x �osc�d 'lV:�ll: 10°„ o�, �, _ UI' I�UR1���C1i
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1V:lll '1'Vj)c: 7.. �� 7,�,� ���,� ��
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, �'.���. li l,S �ntiiil,�l.inn, < It-i tihc�ril,hin�� M:�xitlitlIT� 1lvcracYc �Vindo�v U-vr ZG^n ��
�..5( �).:j% �)..3�� l � 1�11C:
2x�1, li-1;3 in�ulril.ic�n, > li.-> �he.ii,hin � - O.'� O.2,, O.2`l. O.2O U. IH
'���I, li.-1:3 insul,il.irn�, > li,-7 shc�ril.hin;; O.:3?- 0.:37 0.;37 0.:37 O. 17 0. l;"i
--- 0.:37 0.3:� O.,30 0.27 O.`��
'?xG. li-IS) in�ulr�tion, < (L-> �hcal�.l�iin�= 0.;37 0.:37 O.:37 0.:�7 0.;37 O.;3G 0.:3�i � 0.2;3
0.:37 0.:37 O.;3U O.�7 0.2�i
2x(i. Il- IS) insulriticm, > l�-> �hcril;liin -. 0.:37 O.:;7 O.:i7 O.;32 0.2J �
0.;37 0..37 0.:37 0.:37 0.:37 0.:.7 0.'��I 0.2:3
�x(i. It-21. in�ul�il.ion, < i.�,-i tihc�il.hin -"- U.37 O.;3 i 0.:3'1. U.'�,y 0.�7
'�xG, lZ-'�l in�til<�I;ion, > R,-ri Shc��f;ltin 0.:37 0.37 0.37 O.:�37 0.,37 0,3u 0.,�31 0.2�)
0.37 0.37 O.;37 0.37 0.;37 0.2f> �,��,�.
NO'1'.Is: If founclai,ion �v��ll insu);aLion is cif,hcr. less Lh,�n It-10 (but not less 1� O.�37 O.`3(' O.;3<3 O.:3O �.��
L an T-G), or R..19 ��nci ��bovc, then usc I;hc I;aules apnropriai;c for i;hosc va.lucs.
'Chis is,i summ;uy onit�. Olhcr rcquircmcnts m.iy ap��lY. Scc Uu Minncsoln l:ncrgy Codc. �'t-�=-�� S
Qucslii�n.ti? C;�!I i)��ririmcr,l cil�I'uhlic tiervicc Iiiform�ilion Cctifcr,i(G i I ^)G�17S or S00'•�� 1'' _---___- �j
r
�10. �/�9
I',i�;c;
�- ������ ���o HruL- s�ace heafin ard R-10 Founc#ation W�[i lnsulat;on -
Max. Total Window ancl Door Area '
ns �� percent of exposed wall 10% 12% � ' .
LVttll 'I'vi�c: 14% 16/0 1II io ?_0% 22% 24% ZG% � •
2x4,R-13 insulation, <�-; S��c�fhin --- 2II% ,
2x�t,R-13 inSUI�IlOII, > �- � 0.37 0.37 0_33_ 0.2II 0.;:; 0.22 0.?_0
R-� sheafhing 0.37 0.37 0.37 0.1II 0.17 0.�,
2x�1,R-13 in;ulation, >R-7 ;hc�thin� p,37 0 37 0'37 0•'''7 0.33 0.30 0.27
--- 0.25 0.23
2xG,l;-1g Insul��lion, <�-; shcaihing 0.3'7 0.37 0.37 0.37 0.:�7 0.3G 0.33 0.30 0.?_7 0.25
2xG,f;-1 g insula(ion, > �� �_ � ����6 0.32 0.?_9
I�-� shcalhin� 0.37 0.37 0.77 0.7_4 0.23
2xG,R-21 insulation, <(�-5 sheathing 0,37 � 37 ��37 ��37 �•''7 0.39 0 3 0.3?_ - �
0.37 0.37 0.2� 0.27
2x6,R-?_1 insulation, >R-5 sheathing 0.37 � 37 �•�'� 0.35 p.g� � 29
0.37 0.37 0.;'� 0.26 0.24
7 0.37 0.36 0.33 0.30 0.2f3
Maximum Window U-v�lue wiEfi 90% AFUE s ace heatin �r�d R-5 u fp �_�p _
Max. �rot�i w;ndow �nd �oornrca - Cxferior Foundation Wa(1 Insufa�ion
as a percent of expo,ed wall 10% 12% 14% 1G% � o
VVt�ll '1'ypc: 18/o ?_0/0 2?_% 7_�l% ?_G% 2f3%
2x�t,R-13 insulation, <�-, shcathing 0.37 0,36 --
2x4,R-13 insulation, >R-5 sheaihing p.g� � 31 - 0�3� �•?G 0,;�3 0.20 0.1II 0.1G --
0.37 0.37 0.15 0.14
2x4,R-13 insulalion, >R-7 �heaihin 0.35 0.31 0.2II 0.25 0.?_3
?_x6,f�-1� insulttiion, <(�-� ;I1e,�lf�ir�� 0.37 0.37 0.37 0.37 -'-- 0.22
0.;'.,7 0.34 0.31 0.28 0.26 0.24
2xG,R-1� 9 0.37 0.37 0.37 0.37
J insulalion, >R-; shc�ihing 0,37 � 37 ���'`� 0.�1 0.23 0.2, 0.23 0.21
2x6,�;-21 insulation, <►�-, shcathinp p 37 p 37 0.37 0.37 0.:�7 0.37 0.33 0.3p
0.37 0.37 0.:�7 0.2II 0.26
2x6,R-2�1 insulation, >R-, sheathing 0.37 0.37 0.33 0.30 0.27 0.25
0.37 0.37 0.::7 0.23
0.37 0.35 0.31 p,2g p 2�
Maximum Window U-value with 90% AFUE s ace hea�in ar;d R_�1g o�- re�fe
Max. Tota► Window and DoorArca q r foundation waff insulation
as a percent of exposed wall o
o ------.
�V�11 'I'ypc': 0/0 12/0 1_ 4�-/� 16% 1�% 20% ?_2% 24% ?_G%
2x�l,R-13 insulalion, <►�_, ;hcaihinc� 0.37 0.37 2B%
2x4,1�-13 insulation > � �______3`� _ 0'29 0•,'6 0. 3� 0 2� 0.19 '
, R-� shea(hin� 0.37 0,37 p,37 p 37 0•1� 0.16
2x4,R-13 insulation, >R-7 sheathing 0.37 0.37 0.:'7 d.3'� 0.31 0.7_d 0.?_G 0.2�t
2xG,R-19 insufaiion, <R-, shcathinc� 0.37 � 37 � 37 0�37 �"'�
0.3� 0.31 0.28 0.24
2x6,R-19 insulalion, > �______37 _ 0•37 ���7 `--
R-S shcalhing 0.37 0.37 0.3'� 0.30 0.2II 0.?_; 0.23
2x6,R-21 insulation, < � 0.37 0.3% 0,37 0.37 0.36
R-� shealhing 0.37 0.37 0.37 0,37- ------ 0.33 0.30 0.2£3
7x6,R-21 insulation, >R-5 sheathing 0.37 p 37 a•�'� 0.36 0.32 p,2g p ?�
0.37 0.37 0.:;7 0.37 0.25
0.37 0.34 0.31 0.29
�Chis is,i suninuu�'onlY. Olhcr rcquircmcnts m:iy n����ly. Scc lhc Minncsotn l;n��r�y CodC. `�v�?j�
Qucslinn::'' C,ill I>r�xn(n�rnf of 1'ul,lic Scrvicc Inli�rm;ilic�n Ccn(cr;it Gi I 29C 51"/S or t0U G>7;710.
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DATE TIME �
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Z BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO � < CALIED IN ��v� -�� �b •� ��
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� AMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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Inspector.�/G��� C�
White Copyllnspector's File Canary CopylSite Notice
�
� �DAT 'TI �,
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INSPECTION NOTI SCHEDULED �—
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J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
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J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46��
Owner/Contractor s' .
Inspector.
White Copyllnspector's File Canary CopylSite Notice
� DATE TIME
CITY OF ORONO �c, 3/J,� CALLED IN
INSPECTION TIC SCHEDULED .?-/a-' 'OQP
PERMIT NO. � COMPLETED '� �� �--�-���
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Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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Call for the next inspection 24 hours in advance. �95Z� Z49-4600
OwnerlContr ctor on site• --
Inspector��e�-� ��''�%�
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF OR NO CALLED IN
INSPECTION NO/TI SCHEDULED
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Q 5 FI 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Cal1 for the next inspection 24 hours in advance. (952� 249-4600
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Inspector., ' /3-t �'t,�(�
White Copyllnspector's File Canary Copy/Site Notice