HomeMy WebLinkAbout2000-P02730 - addn/remodel/repair PERMIT
G I TY O F O RO N O Permit Number:
2750 Kelley Parkway - PO Box 66 P02730
Cry�stal Bay, Minnesota 55323 P2f1711t Typ2: Addition/Remodel/Repair
(612) 249-4600 Date Issued: ��2s�2oo
SITE ADDRESS: 3448 North Shore Dr
WAYZATA,MN 55391
P I D: 08-117-23-43-0024
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use:
Buildin Census Code 434
Permit Class: g
Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Single Family
DETAILS:
Approved per resolution#: 4336
Separate permits required: riumbing iviecnanic:ai Eiecb�icai �siaiej
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 542J5 Valuation: $ 40,000.00
Plan Review Fee: $ 352.83
State Surcharge Fee: $ 20.00
TOTAL FEE: $ 915.58
APPLICANT: JAMES ERLER OWNER: J&M ERLER
3448 NORTHSHORE DRIVE 3448 NORTH SHORE DR
ORONO, MN 55391 WAYZATA MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CI7Y OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
� �� - �,�..�, ��� .
/ APPLI AN ITEE IGNATURE t ISSUEDBYSIGNATURE
Copies: City,Applicant, Assessor, Finance Page 1
' Total Fee: $ ,�� J� Date Received:
Entered By: Permit#: I �q Q�
CTTY OF ORONO - BL�.DING PERMIT APPLICATION
All information must be submitted in fiill before plan review will be started.
(please print all inforncation)
THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR
JOB srrE annxEss: �yy� N, S� �� ��N� z�: 5���/
NAME OF OWNER: ��� ����- PHONE: (home) 6�� "�7/-1'7SC�
11�IAILNG ADDRESS: t?D �0� �.5.� (work)
CITY: C�ys��c �y ZIP: �5.3Z� -�ISS
COI�TRACTOR: �`G 1'1'�A�v N w PHONE: Po/z ��i��'���Z�
CONTACT PERSON: ,z,7F— MOB E/PAG $c�� 4 y �'�
NIAILING ADDRESS: �'D dx l l t CTTY: - ZIP: !L�,v
STATE LICENSE: # -? �$�f
ARCHITECT/ENGINEER: ��� ��alN(� ��-��� PHO�TE: b��- 6 3 6- b��'9
MAII.ING ADDRESS: �7 g� �y lo it/E CITY: ���►�i�-cs ZIP: 5s i�2
NA1�IE: REGISTRATION#
� TYPE OF WORB: New Addition Accessory Structure
Move Remodel/Alteration ✓ Land Alteration
PROPO D WORK(describe in detain: �
,
� STORIES: � SQ.FEET OF EACH FLOOR:
NO. OF BEDROOMS: 3 G_�RAGE STALLS: ATT. DET.
, s-�
EST�iATED CONSTRUCTION VALUATION(excluding lancn: �—
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 a ordance with the approved plan.
APPLICANf'S SIGNATURE: •�� ATE:
r
NOTE! Parade of Homes events require separate permit approval by Police Department and
.�.
City Counci160 days prior to the event. Non permitted events wr71 not be allowed.
9
� � r�
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. 1. Type of data. The rights of individual on whom the data is stored or oo be stored shall be as set forrh in d�is section.
SS�bd.2. InformaHon required to be gtven midi�idual, pn individua!asked to supply privaoe or confidential dara concerning himself shall
be infocmed of: (a)the puipose and inoe�ed use of the cequesoed data within the collecting state agency,po(iacal subdivision,or statewide system;(b)
whether he may refuse or is legally required co supply the�equested data;(c)any lmown consequence azising from his supplying or refusing ro supply
private or confidenaal data;and(d)the idenaty of other pecsons or entities authorized by state or federal law ro receive the data. T'his requirement shall
not apply when an individual is asked to supply investigaave data,pursuant to section 13.82,subdivision S,to a law enforcement officer.
The commissio�r of ieveaue mav ol�e the�ace roouisd under this subdivision in the individual income taz or ocooertv tax refund ins�ucdons
instead of on those forms.
S�bd.3. Acc�to data by mdividual. Upon request ro a respoasible authority,an individual shall be informed whether he is the subject of
sooted dala on IDdividuaLc,a�whed�er it is clasa6ed as public,private or confidenfial. Upon his fucther request,an individual who is the subject of stoied
private or pubGc data on individuals shall be shown the data without any chazge w him and,if he desires, shall be informed of the wntent azid meaning
of that data. After an individual has been shown the privau data and informed of its meaning, the data need not be disclosed ro him for siz months
the�r unless a dispute or acCon pursuant oo this section is pe�ing or addiaonal data on the individual has been collected or created. The respoasible
authority shall provide copies of the private or pubGc dara upon request by the iadividual subject of the data. The responsible authority may require the
requesting pecson to pay the acwal costs of making,cerafying,and compiling the copies.
The cssponable authority shall comply immediately,if possible,with any re.q�est made pursvant w this subdivision,or within five days of the
daoe of the request,ezchul'mg Saaudays,�ndays a�legal holidays,if immediate compliance is not possible. If he cannot comply with the request within
that ame,6e shall so info�m the individual,and may have an addidonal five days within which to comply with the request,exduding Satucdays,Suadays
and legal hoGdays.
�bd.4. Procedure whm data is not aaurate or oomplete. An individual may contest the ucuracy or completeness of public or private data
conceming himxlf. To ezercise this right,aa individual shall nodfy in writing the responsible authoriry descnbing the nature of the disagreement The
irspoa�ble suthority s6all within 30 days either. (a)conect the data found ro be inaccurnu or incomplete and aaempt ro notify past recipients of inaccurste
or incampleoe data,�hrd'mg recipienu named by the individual;or(b)nodfy 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 dara.
The deoeiminaaon of the iespoasffile audwriry may be appealed Exxusvant to the provisions of the adminisuative proceduro act relating w contested
cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, S�bd. 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 depaztments may require you to furnish certain private or
confidential information.
You aze 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 shazed 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.
� ��� 'W� �iZ/�=�Z
Ficst �Middle I,ast
��{�� �'lo��� 5 N4> ��
Address
City State Zip Phone
I understand my rights as stated above.
. �
Si mn
10
' CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY �
ADDRESSORLEGAL: 3y4 � /Uo2� s�-ro�(t� ��2
PID:
DES CRIPTION OF WORK: z ru� �,^o 1�,, /M�J� n�N
------ ---------- ----:---------------------------------- � - �-
ZONING REVIEW BY• DATE APPROVED: p 9 �
BUILD�IG REVIEW BY: DATE APPROVED; I E�- � - 4 g
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes t/ No
PLAN REVIEW Yes ✓ No SEWER CONNECTTON
STATE SURCHARGE Yes r/ No WATERCONNECITON
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC�Units OTHER (specify)
ZONPiG CIi�CK LIST Zoning Districc: L2-f G
Fire Department: c�i: Post O�ce: (,�R�Z�-� School District: n2oN 0
Lot Area: Sq.ft. I 2, �3 2 Acres . 2 g Width �` Depth Z S Z' +=
Survey Submitted: Yes �c No Date of Survey: D� l=/ � /Z �//-g S
Proposed Setbacks: �
Front(Lake): i 7 S } Right Side: Z•`{
Rear(Streei): 1� � Lefr Side: 1 �•1
Adjacent Structures: �{�� Wetland: N I�
Buildin�Height: Def. Hgt. p.l�- Peak Hgt. +� •►�
Lot Coverage: tl •�L �
Grading: Staff Approval Date: N (A By: — Council Approval Date: —
Septic: S[aff Approval Date: N ( �{- By: �
Zoning File: # 2 S�� Resolution: # l-�3;�j�, Resolution Date: �'23-°�'g
Shoreland District: �•PS
Avg. Setback: t��lc Bluff Setback: N //� L.ot Coverage:
Ezisting Proposed
Hardcover: 0-75' o J
75-250' 33.Z`-I 3 3•2`�
250-500' 9 Z.3 1 °t 2 -3 �
500-1000'
Hardcover Variance Required: Yes� No Date of Council Approval: �-Z3 �9 g
REMARKS (in house):
7
BUII..DING REVIEW CHECK LIST
UBC: � '3 . CONSTRUCTION TYPE: '�tN
Sq Footage $Per Sq Ftg
� Basement . . x = .
lst Floor � x =
2nd Floor x _ .
Garage x =
x —
TOTAL
F,stimated Construction Value: $ �1v,t90v ��
Inspections Required: Work Requiring Separate Permits:
Site �_Plumbing Fire
Hazdcover Removal � Mechanical Water Connection
F��B � Septic Sewer Connection �
� �Framing Fireplace Lawn Irrigation
_�Insulation (Masonry) Other
o�Wall Boazd (Mfg.) Well(State Permit)
/- F� Grading/Filling _�Electrical(State Permit)
Other
REMARKS(IN HOUSE): .
REVIEW BY OTHERS: DATE:
Access: Ezisting New �
Access Approval: Date gy;
RENIARKS (TO BE NOTED ON PERMIT)s
8
.� , ty� v� +y� � °y� h'. . . ,:�h'F�e +�++(�rr" a y.: ��,�Si��i
.,
, ��W I
_ � � ' �DE I� � � � � � �� ��
S G�
� CO�Y
' STRUCTURAL ENGINEERING �RONO
1409 S. 7th St. HOPKINS, MN 55343
935-5550 Thursday, October 07, 1999
James Erler
3�48 �torth Shore Drive
Orono, �Iinnesot�i 55391
R�: Erler Residence
Basement Walls
Preliminary assessment (�L�2 �99-2?1.3)
Thursday moi-ning, October 07, 1999 we met at your residence to observe the condition of the 8"
masonry basement walls.
OBSER`:-�TIO�i October 07, 1999
The basement walls were constructed wi�h full height 8 � 8 � 18" masoruy units. The wall was 11
caurses lu�h. Th� observabl� tiorth 3c ��%est walls appeared plumb and w7th out horizontal
cracking. Some vertical cracks �vere not�d, Uut no w-ater leakage was eti7dent. The exterior East
wall 8i a portion of the South wall were bevond the extznt of the basement. r1n interior masonry
wall �vas present and an uneYcavated craw•1 space �vas benveen the walls. No direct interior
obser�-ation was possible.
The e�terior of the basement walls were plastered and �Yhibited similar small vertical cracl:s.
The basement walls in general appeared structurally sound.
.-� review of the pro��osed second floor addition plans, prepared by DFP Planning & Design, sheets
1 thru 7, reti7sion dated 9-2�-99, indicated new East to w'est clear span floor & roof trusses,
which could add up to 600 pounds per foot of additional load on the present eYterior East & West
wails. The total �ial load applied to the w-all is well within the allowable loading for a short S"
masonrv wall.
Tne new se:;ond tloor truss layout appears to place a nz�v �rcl�r truss directly of e�sting �in+�o�v�.
This is not lil:elv the bi;st truss lavout � the supplier ctiill lil:ety reti-ise the su�ested la��out, but
check for a substsntial rim joist / header over the windows if this �rder remains.
t�e appreciate th� opportunitv to work with you. If vou have any structural concerns, or questions
on our wall review, plea to discuss them.
S' � rely, /
� � -- - -, _-----_._.
` � �
Gz-� �.L�_.� L
��Uarr:.n D. Rutled�e P.E.
tiy�i Desi��n Structural En�nc;erinf?
1�09 South Seventh Street
Hopkins, l�linnesota »3�3-7894
61?-9��-���t� fa�-93�-U901 [`?'1->cpt.docj
. � .,
• � CO[�I. N0.
DFP Planning & Design, Inc.
4797 HWY 10 NE
Arden Hills, MN 55112
612-636-6689
Minnesota State Energy Code Calculations
Based on Chapter 5 of the Model Energy Code
1992 Edition -- Adopted 1/1/95
Owner: ERLER RESIDENCE COMM. NO: 990342
Site Address:
Contractor: Phone:
Bldg. Class: A1 �ily/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
calculations below to the next.
1. Bldg. Walls Perimeter x Wall heights, = Area
ground to eave
Section A : 26 11 = 286
Section B : 113 22.5 = 2542.5
Section C : 0 0 = 0
Section D : 0 0 = 0
Gross Wall Area = 2828.5
2. Building dimensions Floor or
Ceiling
Length x Width = Area .
Section A : , 26.5 24 = 636
Section B : � ' 5.5 � 17.5 = 96.25 -
Section C : ' 12 7 = 84 � • �
� Section D : 0 0 = 0 . '
Total floor or ceiling area = 816.25 �
3. Rim Joist Perimeter = 139
Floor joist 2 by (8", 10", 12" or 16") ) : 16
Rim Joist Area = 185.33333
4. Doors
Area: 37.8 Thickness (inches) : 0
Perimeter (feet) : �
Type of construction:
• 5. Total door's perimeter: 0
� 6. Windows
Manufacturer: U factor: 0._37
State approved: YES
Type Height x Length :x Number = Total
(inches) (Inches) of gla ss SqFt
units
EXISTING 18 24 4 12
EXISTING 24 24 14 56
EXISTING 30 24 2 10
CASEMENTS 60 16 4 26.67
CASEMENTS 60 24 1 10
CASEMENTS 54 26 4 39
CRSEMENTS 60 26 1 10.83
FIXED 60 36 2 30
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
7. Window glass area (SqFt) = 194.5
Type Height x Length :x Number = Total
(feet) (feet) units SqFt
8. Patio Door: 6.85 3 2 41.1
9. Atrium: 6.85 2.5 2 34.25
10. Fireplace area
Width: 3 Height: 2
Total Sq Ft = 6
11. Exposed Foundation
Height area A: 1.5 Perimeter area A: 112
Sq Ft area A = 168
Exposed Foundation
� Height area B: � Perimeter area B: 0
Sq Ft area B = 0
12. � SqFt �U factor U x A
Gross wall area 2828.5
minus
Window area 194.5 0.37 71.97
Patio door area 41.1 0.32 13.15
Atrium area 34.25 0.32 10.96
Rim joist area 185.3333333 0.041 7.6
Door area 37.8 0.14 5.29
Fireplace area 6 0.76 4.56
Exposed Found. 168 0.08 13.44
* Framing area 282.85 0.095 26.87
equals
Totals for net wall: 1878.666667 0.043 80.78
Totals for gross wall area: 234.62
* Framing area is 10$ 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 = 311.135 MUST BE > OR = 234.62
(calculated above)
14. Gross ceiling area = 816.25
15. Ceiling framing area (10$ of ceiling area) = 81.625
16. Joist Area (10� of ceiling area) = 81.625
17. Net ceiling area (Gross ceil. area - Joist area) = 734.625
18. U ceiling: 0.021 x Net ceil. area = 15.427125
19. U framing: 0.024 x Joist area = 1.959
20. Total of item 18 x item 19 = 17.386125
21. Gross ceiling area x factor below = U x A per code
Factor is .026 for A-1 single family & duplex
.033 for A-2 and other residential
.06 for other buildings
Factor is: 0.026 •
BTUH = 21.2225 MUST BE > OR = 17.386125
(calculated above)
, U VALU� CALCULATIOIV.S � �
; 2 X 6 / B(7ILTRITG • R YALUG U YALUG
- � Inside air iilm -�a .
, .
• Interior Wall .45 (Wall) U = 1 =
WALL R
Insulation Y9•� .
SGCTION , .
Sheathing 2•� .043 �
Siding '67
Outside air film •l� �
-_h R Tprl'AI, 23.03 . ,
�v- . ,�
'—' — Inside air film .68 � '
STUD Interior Wall � .45 •.
G.50 . (I'raming) U = 1 = '
SGCTION StuB - 6 " . R
Shea�hing 2•�
. Siding � -67 � .095
putside air film � •17 '
— . --
R q,pTAI, 10.53
� ' —' Interioc air film -�� �
• Insulation 19.00 �
ItIM ' ( L,
�•-� � 1 Z inch sof-t Wood l.aa (Rim Joisr) U = 1 =
JOIST � • � R
Sheathin9 � ' 2'� .
� ny .67 �
�� Exterior Wall coveri • � ,047.
Bxterior air film •17 �
' � R TO►1'AL . 24.46
�� i ' • '
�" �� Interior air film . �� :68 • . � . �
X� �
� l�- �� Insula�ion �0.00 . �. .
CDN.
['ounc3ation (12 " i3lock) 1_28 (Counc7ation) U = � _
Cxterior air film , .17
...�..�- . ,
-- - .OS
. R TOTAL j2_13 —=_
. �
i
. ,,,
CI:LI.INC: WL'CU VI:KCI•:U n'1't't�: :�l'/�C:I. /�It�VL
[t vnLUE � VALUL•'
R�I� CGLLLNG
O_61 Aic Film 0_GL
, 36_00 Insula�ion 4_ 4.Op
/ .
/ / ___ 4_3E3 Joist
// �
/ � .--- _56 Ce i 1 Lrzg .56
�
%
� � 0_61 Aic Pilm , 0.61
\_ 41_SS 'I`otal Ct 45_78
' _ _024 U = � .021
. CIITHCDE2/�L CEILING
R YALCl� R VAL(fE:
� �j� CEILING
0_61 Inside 'air Cilm 0.61
i
_56 Ceiling -5�
14.375 Joist�Spacer� —
- — Insulation 33_f35
�:T r� �
- A1C $pdCe .SO
� _67 Roof c3ecking •_67
• _.. _06 ['e lt . .06 .
' ., . . . • �- � _qq Shingle -44 ' ,
� � � 0_17 Outside aic Cilm � 0.17 - .
. 16_88 Total R 3G_E36
. _059 1 = U : .027
� � �—
Windov inEiltcaLion .5 cfm/lineal Loot of ccack
Residential dooc inCil�ca�ion O_5 ctm/square foot o[ dooc and minimucn code cequiremenL'
Non-cesidenCial door inEiltca�ion 11.0 cEm/Lineal toot ot ccack
W 12" conccete block no insulation = .7f31 R 1.2f3
t3ouble glass = .52 ,
L'ciple glass = .31 �
All extecioc valls and ceilings anast tiave a vapo� t�acciec (0.lU) E�ecm max. ) .
Yapoc barciec musL be on the inside (h¢aLed side) oL vall_
Vapor bariecs oC lhe polyethelene Ctiin Cilm liave no lt value.
,
����I-A�,,,,��� 990342 PORCH
/� +� r C �f
TJ-BeamTM; v5.42 SerialNumber:709046244 L PC$ 0� �.��7�� X 9.�7j� L.OE iNicroliam0 L1�i.
�3EAMUSA 1111 9/16/99 15:02:43
Page 7 e!1 Build Ccde:104
THlS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
J
V I
l`�� .:; '�
� �2�s�� '
Product Diagram fs Conceptuai.
LOADS:
Analysis for Header Member Supporting FLOOR-RES.Application. Trib�rtary Load Width: 1'
Loads(psf�:40 Live at 10Q%duration,15 Dead,Q Partition,and:
TYPE CLASS LlYE DEAD LOCATlON APPUCATION C4MMENT
Uniform(pl� Floor(1.00) 110 161 0 to 12'6" Adds to
�UPPORTS: �NPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER
1 Beam 5.25" 4" Left Face 92$/1146/2074 Detaii A3 1.25"LSL Rim
2 Microllam�LVL 5.25" Hanger Right Face 947/1169/2116 Detail H1
-See TJM SPECIFIER'S/BUILDER'S GUIDES for detaii(s):A3, H1.
HANGERS: Simpson Strong-Tie Connectors�
REVERSE T.F. T.F. NAiLING
MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER
Right Top MIT49.5 No N/A No 0 2-16D 4-16D 2-N10
DESIGN CONTROLS:
MAXIMUAA DESIGN COlVTROL CONTROL LOCATlON
Shear(Ih) 1969 1704 6318 Passed(27%) Rt.end Span 1 under Floor loading
Moment(ft-Ib) 5785 5785 13156 Passed(44%) MID Span 1 under Floor loading
Live Defl.(in) 0.138 0.294 Passed(U999+) MID Span 1 under Floor loading
Total Defl.(in) 0.307 0.587 Passed(U459) MID Span 1 under Floor loading
-Deflection Criteria: STANDAftD(LL: U480,TL:U240}.
-8racing(Lu):A!!compression edges(top and boftom)must be braced at 2'S"o/c unless detailed otherwise. Proper attachment and
positioning of latera!braci�g is raqu'sred to achieve member stability.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan{TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance vvith TJM product design criteria and code accepted design values. The
specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not
been reviewed by a TJM Associate.
�Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
, . �THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITU�ION VOIDS THIS ANALYSIS. • -
-Ailowable Stress Design metiiodology wa�.used for Code UBC analyzing the TaM Residential product listed above. '. .
-Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION OPERATOR INFORMATION:
No Project Information available D.F.P. PLANNING 8�DESIGN,INC.
TERRY MIKKELSON
4797 HIGHWAY 10 N.E.
ARDEN HILLS, MN 55112
651-636-6889
651-638-1412
Copynght�159�J by Trus Jofst MacMillan,a IfmRed partnershfp,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM'are trademarks of Trus Joist MacMillan.
Microltam�is a registered t2demark of Trus Joist MacMillan.
Simpson SYrong-Tie Connector�is a registered trademark of Simpson Strong-Tie Company,Inc.
��_j��-��.�� 990342 PORCH
-`•s•�s
TJ-Beam'""�v5.42 Serial Number:709046244 3 Pcs of 1.7�J' i� X 9..��� ?.OE Microiiam0 LVL
fsEAMUJ'A 111i 9/16/9� 14:45:51
Pane 1 of 1 Build Ccde:104
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
. � Overall Dirroertsion=8'90"
( �
� � ��
� � �
a--2�—�----6�,0�� .
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting FlOOR-RES.Application. Tributary Load Width: 1'
Loads(psf�:40 Live at 100%duration,15 Dead,0 Partition,and:
TYPE CLASS L1VE DEAD LOCATION APPLICATlON COMME1117
Uniform(pl� Roof(1.25) 287 228 0 to 8'10" Adds to
Uniform(pl� Floor(1.00) 40 15 0 to 8'10" Adds to
SUPPORTS: �NPUT BEARING REACTIONS(ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DE7AIL OTHER
1 Column 5.50" 5.5" Left Face 2141 (R125)/1586/3727 Detail E1 TJI�Blocking Panel
2 2x4 Plate 3.50" 2.25" Right Face 1242(R1.25)!815/2058 Detaii A3 1.25"LSL ftim
-See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): E1,A3.
DESIGN CONTROLS:
MAXIMUM DESlGN CONTROL CONTROL LOCATION
Shear(Ib) 2303 1651 11845 Passed(14%) Lt.end Span 1 under Roof loading
Moment(ft-Ib) 2980 2980 24668 Passed(12°�} MID Span 1 under RoofALTERNATE span loading
Live Defl.(in) 0.023 0.161 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading
Total Defl.(in) 0.036 0.322 Passed(U999+} MID Span 1 under Roof ALTERNATE span loading
-Deflection Criteria:STANDARD(tL: U480,TL:U240).Additianal checks follow.
-leR overhang(LL:0.2",TL:2U24Q).
-Bracing{Lu):A!I compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
-The load conditions considered in this design include Altemate member loading.
ADDiTIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM product design crite�a and code accepted design values. The
specfic product application,input design loads, and stated dimensions have been provided by the software user. This output has not
been reviewed by a TJM Associate.
-Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Code UBC analy�ing the TJM Residential product listed above.
-Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple.ply'connection.
PROJECT INFORMATION OPERATOR INFORMATION:
No Project Information available D.F.P.PLANNING&DESIGN,INC.
TERRY MIKKELSON
4797 HIGHWAY 10 N.E.
ARDEN HILLS, MN 55112
651-636-6889
651-G38-1412
CopyriQht�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM'are trademarks of Trus Joist MacMillan.
TJI�and Microllarr�are registered trademarks of Trus Joist MacMillan.
DATE TIME
CITYOFORONO �CALLEDIN �"��-���
INSPECTION OTICE SCHEDULED - � `-�' � • . �%
PERMIT NO. � V COMPLETED A � �
ADDRESS .3 ��� N� � ����''�� �J�
OWNER��rn ���:�r�c-�.� CONTR. ��
TELEPHONE NO�g� ��� ���� ��
� DESCRIPTION
L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q
24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
\
Z 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
J
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
Z
� COMMENTS:
�
w
a
J (
O
a
�
O
�
W
�
Q
�
Z
W
�
W
�
j
d �] /ORK SATISFACTORY:PROCEED G PROJECT COMPLETE
W
� � C�CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ,- PHOTOTAKEN
INSPECTOR WILL REfURN
1- CITATION ISSUED
C7 STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46�0
OwnerlContractor on site:
Inspector.�i�`-� a � ,'=�-��1\
/
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN -3�6 //.� 0
INSPECTION NQTICE SCHEDULED - -°� �o
PERMtT NO. �r'O �7 3 D COMPLETED '�� 3�'3�
ADDRESS,��� g N�� � �-
OWNER �R-�--�� CONTR. �f�L�,P
TELEPHONE NO. �-�]1— �1 z 5"?�
� DESCRIPTION , � v��
ly TING 11 MECHANICAL RI 18 CAV/GRADING/FILLING
� 2 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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
� COMMENTS:
�
W
a
�
�
O
a
�
O
�
W
�
Q
�
2
W
�
W
�
�
� �NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ��CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL RETURN r- CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46��
OwnerlContra tor on site:
w
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. F'v� ^ PLETED
ADDRESS � G � L� C ` �
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
��f 5-^�> 14 SEWERHOOK-UP 06 PROGRESS
� MO-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
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� CO MENTS:
�
� � �
a ;', Si y�a �`?r� P��,�ss
� � ' "
�
O
� D CS ' �
O
�
W
�
Q
�
Z
W
�
W
�
j
d �IORKSATISFACTORY:PROCEE �Pf10JECTCOMPLETE
� � ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
O CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
G INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contrac� r n site:
Inspector. /L'(.GL'�i �
White Copyllnspector's File Canary Copy/Site Notice
26'-6"
16'-6"f verify 6'-3"f verify
� � � �
I I ( (
w
I ( �III �I I I I 8�� �t I I
� � �-..--��4" �8cG �Plyw�ood �—I= I � � � � verif G
I I PMZNG D I I I I IGiuekl & IScrelwed I I I �,, I I I I ' FRPMIGNtp I
I I � �ESIGNE N t I I I �g�( RS I
8� R S N I I I I I I p�H�
O�NE ��
I I cn � eader ( I UNDERMINE Exist. BLOCK WALL.
I ( � � n\�� � � � � � � � � 2'— "t I I G R O U T or P O U R S O�I D
I I �IN I I I I I I I I veri TO SUPPORT WALL
� �
N � III 4x4 POST � � I
�I ( I � Solid Block thru Floor verif t ( I �
� � p 4x4 POST to Bsmt. Floor ___ 42"min_ FROST DEPT �
N I I � J
3 i------- --- i
� � �� � � � � � � I fOp I I �
over Op ing elo i � �r �
I I � � � � � � � � � � � � � � � � � I �
i — -�--�- — �----�- i
I I � I � � � � � I � i
� J , . _ _ �
� �
I I '� �� ' �
I I I I I I I I I I I I I I verif ,rt ' i
I I I I i I I I I I I I I I ' �—� ;
I � I I I I ; ,
I I ax. Pos I i I I I ' — — � i
I I r—
----- �------------- — ---------------�
r---- --� ! � i
� I � I
1
� �-- � � � I I 12x12 MAS. PIER a 2
i
3-1%x5% M.L. COLUMN
� __� w� 4-#4 from FTG. W� 2 i Conn i4x2x 4 x0�-6"
��____ ____� 1 4�x3°xl° Conc. Footing � » 2-/ �x5 Mas.Sleeve Anchors
4�x3�x1� Conc. Footing X2 w/ 5-#4x44" N-S TO 8 above GRADE & 2_8"�x4"Lag Screws
w/ 5-#4x44" N-S w/ 6-#4x32" E-W
w/ 6-#4x32" E-W
27'-6"max. POST to POST
�o o r�� �e n`f'�C. GC`h�^'yQ
2 ��
X2 ��,ic.o���- �2-9 '��f „�/
0�
Q"'"° .°'a'd'°� p°`� mr
o�rtlryr
� �.� � 2nd FLOOR PLAN SH EET N
d Sbo4 �
xi �SCAI.E: i/4' = i'-0" _ 1. FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS.
Warren ut�edge ,.� REFER TO ARCHITECTURAL DRAWINGS FOR FINISHES & ELEVATIONS.
p�KLqoa ii ig R.s, ��a 14736 ��_ j/l/j,l � ,Z��/� �7` - �� 7� C7 — 2. CONSTRUCTION TO MEET & EXCEED ALL STATE,
�, FEDERAL & LOCAL BUILDING CODES
_ 3. ABBREVIATIONS: TBR = To Be Removed, Brg. = Bearing
� Re�Ce X� 2 L4�1�� M.L. = Micro-Lam (Laminated Veneer Lumber)
DESIGN oA� uno = unless noted otherwise
1999 REMODEL 1999.11.16 — 4. MATERIALS: Concrete = 3000psi., Reinf. = 40000psi
3448 N. SHORE DRIVE $TR�T�� Joist & Studs = #2 SPF or Better
1409 S. 7th St. HOPKINS, MN 55343 �� � Joist Hangers are Face Mounted, uno
CRYSTAL BAY, MINNESOTA 55391 612-935-5550 FAX 935-0901 � 271 -31
\
� � 12
� \7
\ �
� �
� \ \
� \
� \ �
�
� � � \
� \ \ �
Q 1 \ `
3 �
� � �
�/
Cont. 2x6 TOP PLATE /�/
_ � /
/ �
/ �
/
3-1 4x11 % M.L. x Cont /
T w/ 4" Plywood �'j
2x6 Studs � 16"% � 10' high coverage /�
w/ %" B—C Plywood Over � Nail to Exist. Plate/Rim �
8' high coverage AFTER ALL DEAD LOAD is in place /
(Before Siding) �j
//
�/
T / �
a
� 2-1%x20'x18ga. STRA // �
N w/16—lOd NAILS Ea.End �/ `�'
One Ea.Side of WALL ��
EACH END of BEAM �
�
1 Z x24x18ga. STRAP //�
w/8—lOd NAILS Ea.End �j
M.L. up Ea. STUD FACE
Slot Plywood to INSTALL �
/�/
_ _ — / — — — —
LVL (1 4") Joist Hanger La 2x6 PLATE �/ �a
°° //� �
/ �
Exist. Floor 3-1 4x16�� M.L. x Cont
2-1 %x24x189a. STRAP
w/8—lOd NAILS Ea.End � � I �
M.L. down COLUMN (2 Faces)
I plo� 1
Q � � - �" 1 WALL S E C TI O N 2 B E AM E LE VAT I O N
a -
XZ SriALE: 1�2� = 1�_0� X2 SCAI.E: 1�2� s 1�-0�
W ren Rutledge
c19�.11.16 R�p. No 14736
� PAGE / SCA�E
ERLER Resldence D x2 1 f2�=1 -0
1999 REMODEL ES�GN DA-
3448 N. SHORE DRIVE $T��T��- 1999.11.16
CRYSTAL DAY, MINNESOTA 55391 2409 S. 7th St. HOPKINS. MN 55343 � �
612-935-5550 �AX 935-0901 m 2 71 -31
DESIGNED &Y
DRAWN BY
..
♦ u
4 p
S
_
POW
L
Roadway
i asewent I
011
200 ` c E�jEe
s � �
gpti - X5019
o,
CERTIFICATE OF SURVEY FOR
JIM ERLER"
IN LCAT 18, LYDIARDS PARK
HENNEPIN COUNTY, MINNESOTA
h '
LEGAL DESCRIPTION OF PREMISES:
P'
a
P Q
P
o.6
N C �� a
4' ^
G* P ° A
.a
a o 1> a 9
4 r Oq J 7C
4� to S ab1' QQcy, a�
oX,
cA '
o
All that part of the Southwesterly half of Lot 18,
"Lydiard's Park" Lake Minnetonka, lying Southeasterly of
a line parallel with and distant 197.50 feet Northwesterly
from the base line as shown on"the original plat of "Lydiard
Park" Lake Minnetonka, together with an easement for roadway
purposes over a rectangular piece of land 20 by 24.5 feet, described
as follows: Commencing at a point 197.50 feet Northwesterly ,
from the base line of said Lot 18, and 20 feet Northeasterly from
the Southwesterly side line of said Lot, and extending in a
Northwesterly direction, a distance of 24.5, parallel with said
Southwesterly side line: thence Southwesterly 20 feet to said ��as� 9\0.
Southwesterly side line, and parallel to the said base line of ,,1� P
Lot 18; thence along the Southwesterly side line of said Lot 18 .� 5/sQ ,
in a Southeasterly direction a distance of 24.5 feet; thence
.:
in a Northeasterly direction along a line parallel to said base Y
line, a distance of 20 feet to the point of beginning.
o: denotes iron marker set
•: denotes iron marker found
Bearings shown are based upon an assumed datum.
This survey intends to show the boundaries of the above described
property, the location of an existing house, garage, and shed, and
the location of all existing "hardcover" thereon. It does not
purport to show any other improvements or encroachments.
REVISION I DATE
DESCRIPTION
M
(;0"
9.6 '
shore pfj
D
l� 55
mob°
b
�xC 0 n
t 0,-ja AUNU UWT
._.q 9
\.Oe Nk
CITY OF ORONO '&
BUILDINXT
IT PN REVIEW
INSPECTOR _C=--
DATE 10- ( `t I PERMIT NO.
A-,APPROVEDASSiiUMIiTED - z•�� s ro� (k��non�
❑ APt'P'iCVED WITH CORRIECTIONS AS PIOTED
❑ NOT AI'}',- OVED ... CORRECT & RESUBMIT
These comments are for your information. All viork shall be doua
in full con, pllance =pith all appiicable building and zoning code
Regvirernenis indLidirg items not specifically noted in this revis*
KEEL' THIS PL.A SET ON SITE AT ALL TIMES
I hereby certify that this survev w'as prepared by me or under my direct super-
vision, and that I am a duly registered Civil Engineer and Land Surveyor under
the laws of the State of Minnesota.
z ��A��
Mark S. ,Gronberg Minnesota License Number 12755
SCALE.
I"%20 #
DATE
0-31-9SP,eld,rork
2-11-95 diaai n�q
108 NO.
95.379