HomeMy WebLinkAbout2003-P06272 - garage addition & remodel ; PERMIT
C�TY OF ORONO permit Number:
2750 Kelley Parkway- PO Box 66 P06272
Crystal Bay, Minnesota 55323 Permit Type: .�.ddition/�temodel/�tepair
(952) 249-4600 Date Issued: s�22�2003
SITE ADDRESS: 4425 North Shore Dr
Mound,MN 55364
PID: 07-117-23-34-0003
DESCRIPTION: UBc occupancy �t3
Construction Type VN
Proposed Use: Residential
Census Code 438��3�,
Permit Class: B��g
Permit Type: Addition/RemodeURepair Permit Sub-type(s): Addn/RemodeURepair
DETAILS:
Approved per resolution#:
Separate permits required: rium�ingiviecnanicai rirepiace irri�iion r,�eciricai(siaiej
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 1,441.75 Valuation: $ 180,000.00
Plan Review Fee: $ 937.23
State Surcharge Fee: $ 90.50
TOTAL FEE: $ 2,469.48
APPLICANT: Titanium Construction(see notes) OWNER' David&Denise Dickey
601 Carlson Pkwy. 1275 � 4425 North Shore Dr
Minnetonka,MN 55305 Mound,MN 55364
Tf�UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICf COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIRIIVIINTS.
� �
�" c�T'`'1 i2�
APPLI PERMTfEESIGNA ISSUEDBYSIGNATURE
Conies: 1-File(Si�nitures Rec�uired),1-Avulicant 1-Monthlv Reports,1-Assessin�, 1-Finance Page 1
r �..
� �� �- �`�'
' 'i'otal Fee: $ >-� ���' .� � Date Received: - �'-D-� �
� ! � s- s
� Entered By: ,�✓c�- , 1C��" Permit#: �"C�(��7�3
1..�
V CITY OF ORONO - BUILDING PERNIIT A.PPLICATION
� �
. �'�\�� All information must be submitted in full before plan review will be started.
�\ (please print all information)
------------------------------------------------------------------------------------------------------------------
THE APPLICANT IS: (circle one) OWNER O CONTRACTOR
JOB SITE ADDRESS: �-I �[ Z5 I�O�'T�� ��-�c352��� ZIP: S5 3C9 �-�
NA.�tE OF OWNER: 17 t��r�� � t c K ��% PHONE: (home) °f��.�{'1 Z-8�{C�,
. (work) � iz��l�,,-��7 �I
MAILINGADDRESS: �I��ZS �r.;Q�r��f-}c�L CITY: o�,�� ZIP: 55���,�/
�T�iv�.
CO\�T`RACTOR: j � �r�-(v tvM l (9P�i;i P i; l�Tf[^/� pH���':_�rSZ-.-��i3- Z��3
CO\�TACT PERSON: �q�� i�i,�-v�� 5 NIOBILE/PAGER: bt L �l�z - C�`Lc% Z
NI.AII.ING ADDRESS: t� ,� ',�.-r�c� �i�+ti y CITY: �-(;� ZIP: SS 3v S
ST�,TE LICENSE: # �� 3 z�-I �t t� �`� �Z�7 S
�.��J �,r�
ARCHI'I�ECT/ENGINEER:�� �?�a���,��,� PHO�tE: J?�:3�- 7�;C����?��{
l�IAII.,ING ADDRESS: CITY: ZIP:
�,T��IE; REGISTRATION#
TYPE OF WORK: New Addition _� Accessory Structure
Move Remodel/Alteration � Land Alteration
PROPOSED WORK(describe in detai�: (� �-'c�C-�� f��1 ��t ��� _
��-' N i� � � � �p�L �� �kt�j� r � f�
.J v:�i 1?__�—�,`�=:P�Z1 V��(3 �1 Q�.�T FL(7es r�.— .
STORIES: Z- SQ. FEET OF EACH FLOOR ���\7 i s� �--v�:2
NO. OF BEDR001�1S: � 3 GARAGE STALLS: ATT. 3 DET. t�.
� .�<:
ESTLI-IATED CONSTRUCTION VALUATI0�1 (excluding land): $ 1 �_; O� C`� �l� �—
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
pemut; and that the work will be in accordance with the approved plan.
APPLICANT'S SIGNATURE: - DATE: � • � �
NOTE! Parade of Homes events require separate permit approval by Police Department and
Cily 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 secaon.
Subd.2. Information required to be given individual. An individual asked to supply private or co�de�dal data concerning himself
shall be informed of: (a)the purpose and intended use of the requested data within the collecdng state agency,poliocal subdivision,or statewide
rystem;(b)whether he may refuse or is legally required to supply the requested data;(c)any lrnown consequence arising from his supplying or
refusing co suppiy private or confidendal dara;and(d)the idenary of other persons or enaaes authorized by srate or federal law to receive the data.
This requirement shall not apply when an individual is asked to supply investigative data, pursuant to secaon 13.82, subdivision 5, to a law
enforcement officer.
The commissioner of revenue mav place the notice reauired under this subdivision in the individual income taz or orooertv tax refund
instructions instead of on those forms.
Subd. 3. Access to data by individual. Upon request to a responsibie authoriry,an individual shall be informed whether he is the
subject of stored data on individuals,and whether it is classified as public,private or co�dential. Upon his furrher request,an individual who
is the subject of stored private or public data on individuals shall be shown the data without any char�e to him and, if he desires,shail be informed
of che content and meaning of that data. Afrer an individual has been shown the private data and infocmed of its meaning, the data need not be
disclosed to him for six months thereafter unless a dispute or action pursuant to this secaon is pending or addirional data on the individual has been
collected or created. The responsible authoriry shall provide copies of the private or public data upon request by the individual subject of the data.
The responsible auchoriry may require the requesring person to pay the actual cosu of making,cerrifyin„ and compiling the copies.
The responsible authoriry shall comply immediately,if possib(e,with any request made pursuant to this subdivision,or within five days
of the date of the request,excluding Sacurdays,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 addidonal 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 dara concerning 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 dara found to be inaccurate or incomplete and attempt to nodfy
past recipients of inaccurace or incomplete data,including recipients named by the individual;or @)norify 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 determinadon of the respoasible authority may be appealed pursuant to the provisions of the adminiscraave procedure act relaang
ro 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 certai.n
private or confidential information.
You are notified [hat:
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 pemut 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 a�plication or permit. I �
� I '���v � � r-( �_ �:�n��(r���_7l���1 L�
i�,��1�-fZi.L 2 �?-��� � S
First Middla
Last
��_t� I C' .Prb?.�SC`r�J ' 'i� `�___�'�::' I Z� ��
�dress
M �►«- Ni N ���c�� �s -�����- �,��3
C�ry �State Zip Phone
I understand m rights as stated above.
Signatu '
6
,
CHECB OFF LIST FOR ISSUANCE OF PERMITS
� FOR OFFICE USE ONLY
ADDRESS OR LEGAL: �,(y2 S ND�ZT1f asfto 2c pR .
PID: �
DFSCRIPTION OF WORK: �4 �,o�r o.� w►a o-L
ZO.vI�Ii G REVIEW BY: DATE APPROVED: s-�•�3
BUII..DI�i 1G REVIEW BYs DATE APPROVED: s-�i•�3 � �
FEES TO BE CHARGED: Misc. Fees Calculated By: .
PERNIIT Yes ✓ No
PLAN REVIEW Yes ,i No SEWER CONNECTION
STATE SURCHARGE Yes_�/ No WATER CONNECTION
INVESTIGATION FEE � Yes No_� PARK FEE
SAC Yes No � - STTEINSPECTION
Number of SAC•Units OTHER (specify)
ZONING CH�CB LIST Zoning District: L2-��3
Fire Department: � Post Office: School District: •
Lot Area: Sq:ft. 42,�0 3 Acres .q f� ' Width t 2R�E6���P►�. Depth
Survey Submitted: Yes_c� No Date of Survey: 9- �q- 0 2.
Proposed Setbacksc ' '
Front(L.ake): 15' Right Side: NI A
Rear(Street): S7' Left Side: �Z.�
Adjacent Structures: _ f}�-�,c�+¢a Wedaad: �/� .
Building Height: Def. Hgt. c�.l�. Peal:Hgt. c�.k.
Lot Coverage: 7.o�Jo �
Gradina: Staff Approval Date: s - �� o� By: ��_ Council Approval Date:
Septic: Staff Approval Date: N�� By:
Zoaing File: # 0 2-z8y 1 Resolution: # Resolutioa Date: t e-29-.o Z
Shorelaad District: yEs
Avg. Setback: N�A B1uffSetback: ,�,/,4 L,otCoverage: ��a°'lo
Existing Proposed
Hardcover: 0-75' t�Z �•Z
75-250' 3n•Q, 33 '
250-500'
500-1000'
Hardcover Variance Required: Yes X No Date of Council Approval: i o-z8-o z
�R.EI�ZARI�S(in house): t?�so's s�bhre��
7
}
BUII,DING REVIEVy CgECK LIST �
�C' — R'3 � CONSTRUCITON TYPE: VN
_ Sq Footage $per Sq Ftg
� Basement � . . , x _
lst Floor � x . . . _ . . .
2nd F1oor x � _ . �.
�ge x _ .
x =
TOTAL
Estimated Construction Value: $_14�0,��
Inspecttons Required: , Nork Requiring Separate Permits:
Site ,� Plumbing Fire
Hazdcover Removal _�Mechanical Water Connectioa
•. ---�-FO°�g Septic Sewer Connection -
x-- Framing Fire lace
�Insulation �– P ---�_���g�on
�_Wall Boazd ��0�'� Other
_�F� • �(Mf�•) Well(State Permit) .
Grading/Filling _�Electrical(State Permit)
Other
REMARKS(IN HOUS�: . � � .
REVIEW BY OT�iERS: DATE:
Access: F.�isting New . �
Access Approval: Date gY: �
REMARKS (TO BE 11TOT]ED ON DERi��'Y'j:
8
�- � � �� � ��
r��-"�.,,� £� � ��1�"'IA�� ��
� � 202388 LIV RM WDW U�� ����
�� ������� .� .�
� T,LBeam(lM}6.05SenalNum�����;�;� 2 Pcs of 1 3/4 x 9 1!2 2.OE Parallam0 PSL
User.2 3f14/03 82528 AM
Pagei EngineYersion:1.5.12 THIS PRODUCT MEETS OR EXCEED�THE SET DESIGN
CONTROLS FOR THE APPLlCATIQN AND LOADS LISTED
� �
� �
a �.,�.,^
Pr oduxt Diagrart�is�'o�nse�ftual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load WMth:1'
Primary Load Group-Residential-Living Areas(psf�:4Q.0 Live at 1 QO 96 duration,15.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(ptfl Fbw(1.00) 280.0 1�5.0 0 To 8'4" Adds To
(1) Poir�tQbs) Roof(125) 0 4290 3" -
-(1)Anatysis assumes ioads are passed through to support: S�cient strength futl depth blocking,rim ar squash blocks are required at support(s):1 The
accessories shown,at the diagram above,have NOT been checked for ca�city. Downward ac#ing point loads are included in the reported SUPPORT{S)
reactions. These are the r�ctions associated with the highest coefficier�t of duration and may not be the most CRITICAL case when designi�the
supporting member below.
SUPPORTS:
{nput Bea�ing Vertfcal Reactions(lbs) Detail Other
Width Length LivelQeadNpliftPtotal
1 Wood column 3.50" 3.50" 1333/4833/0/6167 L5 None
2 Wood column 3.50" 3_50" t333/543 1 0 J 1877 L5 None
-See TJ SPECiFtER'S f BUfLDERS GUIDE for detail(s):l5
DESIGN CONTROLS:
Maximum Design Corrtrol Cotrtrol Location
Shear(Ibs) 1802 -1389 6428 Passed(22%) Rt.end Span 1 under Floor loading
Moment(Ft-Lbs} 3603 3603 13Q57 Passed(28%} MID Span 1 under Floor loadirx,�
Live Load Defl(in) 0.068 Q.267 Passed(t1999+) MtD Span 1 under Floor loading
Total Load Defl(in) 0.095 0.400 Passed(LI�J99+) M1D Span 1 under Floor loading
-Deflection Criteria:STANDARD(LL:Ll360,TL:L240}.
-Bracing(Lu):A11 compression edges(top ar�d bottomj must be braced at 2'8"o%unless detailed othervvise. Proper attachment and positioning of lateral
bracing is required to achieve member stabitity.
PROJECT INFORMATfON: OPERATOR lNFORMATION:
TERRY MIKKELSQN
DFP PLANNING&DESIGN
91C10 BALTIMORE ST
BLAINE,MN 55449
Phone:763-780-8004
Fau :763-780-8015
DFPPLANNlIdGDESIGN�VISLCOM
Copyright 9 2007. by Trus Joist, a Weyechaeuser Business
Parallam� is a registered trademark of Trus Joist.
P 2o2�a uv Ran�w
N r;�mc�,,e.��,H,„,,,„,`�;��.,� 2 Pcs of 4 3i4" x 91/2" 2.OE Paratiam�PSL
User 2 SH4�$25:Sd AAA
�2 ���:�.5.,2 TH(S PRQDUGT MEETS QR EX�EEQS THE SET QESIGN
CQNTROLS FOR THE APPUCATIQtd AND L��ttDS LISTED
auQmvNAt.No�s:
-IMPORTANT! The ar�lysis presented is ou$aut from software develo�l bY Tn�Jnist(TJ). TJ a�rartards ttte s�sg of�s pr�ttds bY this softarare w�be
acxomplistred'u�accc�rd�vv►�TJ produc�de�i9n cxiterra and t�e a�bed design va�u�. The s�ifi�c Product a�tian,ir�t d�ign I�S.a►fd
stat�l dimensior�s have been provided by tha�e u�r. This cWRut F�rrot b�revieured bp a TJ Assoaate.
-Not�11 products are re�ily ava�ble_ Ch�lc writh}�ax suppl'�r w T.l technical represeMative for prodvct avaii(abil'dy.
-THIS ANAL.YSIS FOR TRUS JOIST PRODUCTS OPILYi PRODUCT SUBSTITUTIOId VOIQS THIS ANRLYSIS.
anow��e s�o�,����a�s�►�coae uBe�r,�r,�cr�e TJ n�mb�„�r��.
-Ptote:See TJ SPECIFIER'S/BUILDER'S GUIDES for mui�ple ply oontiec�ian.
PROJECT INF�RMATIOIV: OPERATQ�t INFORMATION:
TERRY RAiKKELSOW
DFP PLANNtId[;&DESICUIU
9100 BALTIMQRE ST
BLAINE,MN 554�49
Phate:763-780-8Q04
Fex :7q-7��015
QFPPLANMIPlGDESI�Pl�VISI.COM
Coppright 0 2D02 by Tzus Joist, a 6Peyerhaeuser Busi.nsss
Parall�is a registered trademark of Trus Joist. �
°� 282388 W RM WDVi�
N �:�e�,,,�so�s�,ro,��"a�",00zoo,� 2 Pcs of 1 3/4"x 91/2" 2.OE Parallar�PSL
11�:2 9if4�s.2Bd5 AM
�� ��v�:�.s.�a THIS PRQDUCT MEETS QR EXGEEDS THE SET QESIGN
CQ(dTROLS FQR THE APPLICATION AND LOADS LISTED
o �°� �
Pr�u�ct Di�rem i�
LOADS:
��
Analys�is for a Drop Beam AAentt�. Tn'bulary Load W�:1`
Primary Load Group-Resider�tial-Living Ar�s(psf):40A Live art 1�°k dura�lan,15.0 Q�cl
V�I t�:
Type Class ltve Dead Location App�c�on CommeM
Unifam(p!fl Ftoor(1.00) 28Q.0 1Q5.0 0 To 8'4" Adds To
(1) Po�t(Ibs) Roof(1.�} Q 42� 8'1° -
-(1)Ar�tYs�s mssurr�taarts are�thraugh fio supparG Sufficient�ertgth fWt de�h btocidn9,rim or sqt�sh btacks are�u'ved at support{s):2 The
acoessori�s st�owm,�tf��qram al�ve,F�ve NOT beers checiced f�c�pacrty. �vard sc�poiM loads are included'm the reported SUPPORT(S)
reactions. The.ae are the rea�tiarts at�wrth the highest coeffi�t of ducation artd may rrot�ttfe most CRITICAL.c�e vahen des�rting the
�PP�►R9 member below.
SUPPORTS:
��P� ��J Verfical R�ons pbs) Deta91 Other
iNid� length LivelUeadlUptiftifa�at
1 Wo�t columtt 3.5U° 3.50" 13�i/54310/1877 L5 None
2 Wood column 3.5Q" 3.5t3" 1333/4833/0/6167 L5 hlone
-SEe TJ SpECIFIER'S/BUILDERS GUIDE for ddait{s):L5
DESIGW CGINTROLS:
Maximum Destgn CorEtrat Cantrol La�tion
Sh�r(Ibsj 1�Z -1389 6428 Pas�(?.2�0) ftt.�d Span 1 ur�er Floor l�ding
Moment(Ft-Lbs} 36U3 36�i 9�'s7 Passed(289'0) MID Span 1 under Ftoor lor�it�
Live La�d Defl('m) 0.068 U.2&7 Pas�{!.�-j MID S�n 1 under Ffoar b-adirsg
Tofial L�Defl(�) O.t195 Q.4U0 Passed(Ll�+) AAIQ Spart 1 under Ftocr I�d'�ng
-Deflec�ion Criteria:STAI�DARD(LL:V380,TL•L240).
-Bracing(Luy.Ap cmnpre�an�,s(toF and battom)m�be braced at 7 8"o!c uN�s det�lgd a�heruvi�_ Proper a�chment and�tionirtg af�teral
braclrtg is r�uired to achie�re member stabiGtyr.
PROJECT INFORMAT'IQN: OPERATOR INFORMA,TION:
TERRY MIKKELSON
pFP PLANNiNG 8�DESfGN
91�BALTtMORE ST
BLAIIVE,AAM 56�449
PFwne:7�i-780�D4
F�c :763-780-6015
DFPPLANNtNf DESIGIV�Vt�t.COM
Copyright�2002 bp Tnis Joist, a Wepezhaeuse= Business
Parallam�is a reqistered trademark of Trus Joist.
,
r 202388 W RM WDW
r.,.�mc,�8.��,N`„�„�� 2 Pcs of 1 3/4"x 9112"2.OE Parallam�PSL
c�x sr,a�s.�s:�r aM
�2 �d�,:�.5.a2 THIS PRQQUGT MEETS QR EXGEEDS THE SET QEStGN
COtVTROLS FOR THE I�PPUCATION AND LOADS LISTED
P►DDITIORI�►�NOTES:
-IMPORTAWT! The atlalysis presertted is output from soflwrare devBicped by Tn�Joist(TJ). TJ vvatrants Uie s�rtg of its prodtu�s by titis soRware wiU be
acxomplish�ir►ac,cordance wit�TJ produd design cn'teria artd cao�axePt�d d�n va��es. Tt�speCific Pr�ud$PRrr��,mp�d���ds.�f
stated dimEnsi�s t�ve been provided by the soflware�er. This output I�s rrot�revi�by a TJ�iate.
-�vaa�proauc�s are re�ly ava�'�e. cr�edc v�icn your st�pplier or rJ c�hr�ical�re�ve tor produca ava�'�7'�yy.
-THIS ANALYSIS FOR TRUS JbIST PRODUCTS ONLY! PRODUGT SUBSTITItTION VOIDS THIS ANALYSIS.
-Allowabla Stress Qesign m�hadology av�us�d for B�l'a�Code UBC anatyza�g the TJ bistribution Rrodud�above.
-N�e:�TJ SPECIFIER'S/BiJILDER'3 GUIDES for muul�e ply c�nn�ion.
PROJECT INFORMATIOPi: OPERATOR 1NFORAAATION:
TERRY dAIKKELSOfV
DFP FLANNING 8 QESIGN
91 W BALTI4AORE ST
BLAIWE,MId 56499
Phone:763-780-�Q4
Fax :763-78(}�8015
DFPPLANtdI1dGDESIGtd�VISI.COM
Copyzi.ght �2002 bp Rrus Joist, a Weyechaeuset Business
Paralla�is a registered trademar& of Trus Joist.
� r � Df)d WDW
� '
�;,.�,,,�,,,g.��;,�`��,� 2 pcs of� 314"x 91/2"�.bE Parallam�PSL
"�2 ��$��� THIS PRC�DUCT I�IEETS OR EXCEE[}S THE SET QESlGN
Page 1 Engirre Vetsion:1.5.12
COMTROLS FQR THE/01PPLtC�1T101V AWD LOADS USTED
n
t
_
�_ . �
a �.�. �
1'h-�t��n is�ooee{si4�t.
LOI4DS•
Att2ty�is�for�Drop Bea►n AA�twtt�er. Tr�t�y LC�d�dt�i:7'
Prir�ry L�d C3ro�-R�iderrdal-Living Ar�s(�}:40.Q L.iv+e�1 W%duration,15.0 Q�d
Vertical Lcads:
Ty� Class Lhte Dea� l�on AppUc�ion CommeM
UniForm(pit} F�or(1.00) Z�.O 1�.� 0 To 9'4" Adds To
Urtiform(pifl R�f(12� 400.0 1�.Q 0 To 1' Ad�To
Pdr�t(tbs) Roof(1.2� 0 2336 1' -
{1} Pairrt(1bs) ftoof(1.25j U 2�i8 9 1" -
-(�?��3+���tmtes loads are�ti'uanDh to suPi� Sufficierrt strertgth fu�d�th blockirq�,rtm ar squash�cs sre�uir�J ah suppart(s):2 The
acc�soriss s�nm,at the�agram above,F�ve NOT b�n checked for c��r. �vrn�r�rd aating point t�ds are included in the reporteal StJf'�Pf1R"f(S)
reactions. These are the�arn.�a�w�h the h�qhest�fliai�nt of duratiort�d rrray rtot be Ute�CRITIC�.�when d�signing the
suppotting memher be3aw.
SUPPORTS�
I�pirt B�aring VeRlc�l Reat�ons pt� E�tall Ot�er
Wfdth Let[gth Uv�fUpltlrfTatal
1 Wu�calurrm 3.50° 3.5Q" 1878/�74!0/4752 !.5 None
2 Wood column 3.50" 3_50° 7�/3169 IO E 4678 L5 None
-S�TJ SPECIFIER'S/SUlLDERS GIJIDE'ko�'d�7(s}:L5
DES�l3N CONTROLS•
Maximum De�n Cortra! Control Locailon
St�r(Ibs) 4585 -1836 6428 Passed(�) Rt.etnl&pan 1 under Fiaor I�ding
MomeM(Ft tbs) 56�i �15 f3�/ P�ssed(43%) AAID S�n 1 urtder Floor k�ding �
Live Load�(in) 0.1f� d_� Pas�ct(U9.97) AAfD S�1 urnler Roof to�d'mg
To#al 1 oad Qefl(mj 0.190 0.450 Passed(L�9) MID&pan 1 tAtdd'Raaf loadmg
-Deflectian Criteria:STANDARD(LL:L/360,TL:fJ240).
-Bra+qrig(Lu�AU cornPressior+�(toP and�o3tom)musi�brat;ed at 7 S"aJc unt�s d�7ed a�e. Pra�er a�rr�t arttl pr,�ior�mg oF lateral
bracvng is reyt,a��achieve member stab�lity-
PRQJECT INFORNIATION: OPERATOR INFORMATION:
�ERR'f�MIKKELSOM
DFP PLAN(Vi1VG&DESIGN
9100 BALTIMORE ST
BLAIP(E,MPl 55449
Photte:7q-78Q-�J4
F�c :7G3-7�-8095
DFPPLAN(VIPfGDESIGN�VISI.CQM
Copyxiqiat O 2002 by Trus Joist, a Weyethaeuser Buainess
paralZ�is a registered trademark of Trus 3oist.
` �/� '� 202388 DIN WD1N
' ,.;��,,,�,,,6.���,�� 2 Pcs of 9 3!4"x 91/2" 2.OE Parallam�PSL
U�r 2 3H�i$:�57 AM
�2 �b�:,.5.,2 THIS PRODUCT ME�TS OR�JCCEEDS THE SET DESIGId
COIdTROLS FOR THE APPLICATION �4ND LOADS LISTED
�►DDtT10N�►L NOTES:
-tMPORTANT� The&t�atys�pr�nt�d�out�ut fr�rn sa�rare de�lop�d t�}I T�.1��(TJ}. TJ w+a�t}�si�lrtg�f It�pra�ut�s byt�is�ftwrare w►Ip!�
accompl�in acxordar�wr�h TJ prod�deaign c�eri�ar�co�ac�d dasign values. The sp�c P►od�t aPPra�ti�.a�de�9��oads.atx!
stated d'+mensior�have b�provid�by�e�ft�roere user. This output has n�b�t reviewed by a TJ�e.
-PIQt all pro�tuots�e read�fy avat'�able. Ci�ck w�h yau supp6�or TJ technica!�r�rtt�ive feu produai ava�abtTi#y.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS OIdLY! PRODUCT SUBSTITUTION Vl71DS THIS ANALYSIS.
AIlowable Stress D$sign�ology was t�fw BwlcGng Gode UBC analy�the TJ D�ribut�n prad��above.
-Note:S�TJ SPECIFIER'S!BUtLDER'S GUIDES f�mtdtipte R1Y�nr'►eclion-
PROJECT IRIFORMATION: CIPERATOR INFORMATIOiV:
TERRY MlKKELSON
DFP PL.A�VPIlNG�DESIGN
91�BALTIMORE ST
BLAIIdE,MPI 55449
Phorte:7�i-7$0�04
Fax :7�78a-8015
DFPPLANfdlfdGDESiGN�VISi.CORA
Copyright� 2002 by Rtus Joist, a Weperhaeuser Susiness
Pazallam� is a registered trademark of Trus Joist.
�� � � u�u�o wow
�`' -�;���„�„�.��,�„�,�� 2 Pcs of 1 3/4"x 9112" 2.QE Parallant�PSL
User.2 3H3�i 3.-53:18 AA9
�� �v�:,.�.,z THfS PRODUCT MEETS OR EXCEEQS THE SET DESIGN
COMTROLS FOR THE APPLICATtON AND tOADS LISTED
�
4 ���
r�o�t�����►���.
LOADS:
A�ra{yrsas is fw a Drop B�m Meml�r. Tribulary L�d Wic�:1'
Primary l.aad Group-R�der�al-Livir�Areas(psf}:40A Live at 4�%dw'ation�45.0 D�d
Verticai Loads:
Type Class Live �ad I.ocation Appllcatlon Ccmment
Uniform(p!f) Floor(i.OQ) �.0 105.0 0 To S 8" Adds To
Uniform(plf) Roaf(12�} 720.0 �.0 4'1�'To 5'8" A�s To
Point(Ibs) Roof(1-25j 0 2805 4'10° -
SUPPORTS:
----�-
tnpu� Bearfr� Ve�tical R�Uons(Ibs) Detail �r
1l�dUt Lettgt4� Li�d111p1iit►TctaF
1 Wood column 3.5U" 3.�" �37/736/0/1673 L5 None
2 Waod� 3.5D° 3.50° 1477/3133/0/4�09 L5 None
S�TJ SPECIFIER'S/BUILQERS GUIDE for d�s):L5
DE31GN C0111TROLS-
Maxirniun Destga Controi Control 4�tlon
Shear(fbs) -0349 1155 6428 P�sed(18°�) Lt.ertd Sp�9 under Fl�r toading
Moment(Ft-Lbs) 2835 2729 1�5'/ R�1(21%j AAiD Span 1 wtater Floorl�ding
Live L�d D�fl�n) 0.017 0.176 Rassed(U999+) I�IQ Span 1 under Roof laading
�ara1 Load Qeti('trt) 0.039 0.2G7 Passed(U599+) MtD S�t 1 ur�er Roaf lo�!'utg
-Defleciion Criteria:STANDARD(LL:t1360,TL•V240).
-Bracing(Lu}:AN c�mPre�sicn ed9es(top arM b�kem)must be braced at 2'8"ca/c unl�deta�ed�. Proper attac�ment ar�d�af�teral
bracirtg is requir�to achieve member stabtTity-
�uomon�a�.�orEs:
-IMPORTANT! The ar�tysis�d is out�stR frwr►saRwa�e atev�o�d hy Tr�Joist(TJ). TJ�the sairtg af its produds by tl�s�vsat�+r�{1 i�
ac:compli5h8d irt acxordattce rr�TJ product design crit�ar�c�de arx�pted de.sign valt�. The s�cfi"tc prod�t appl'u�ion.inR�t d�i9n I�ds,artd
stated dim�s have b�n provided by the soRauare�. This�t�ut F�s not b�n�by a TJ Assoceabe.
-Not aH praiuds are readi{y ava�abte. Ch�c vu�fi yotu suppfi�or TJ t�ltn�cal represetitative fw produc�a�ty.
-7'NIS ANALYSIS FOR TRUS JO1ST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-All�vabEe Str�s[Jesign methodclogy wras us�d for Bu�lding Cade UBC ar�lyzing�TJ Distrittt�tion produc��ted abave.
-Nate:See TJ SPECiFlER'S!BUILDER'S GUIDES for multiple ply�nnedion.
PROJECT INFORMATION: OPERATOR INFORMATION:
'FERRY MIKKELSON
DFP PUWNING 8 DESIGN
91�BALTIMORE ST
BlAlNE,MN 55449
Phone:763-780-8�
Fax :76�780-8015
DFPPLANNINGDESIGNi@V1S(.COM
C;opyright �2002 bp Tsus Joist, a Weperhaeuset Business
ParallamC�is a registered tzademark of Trus Joist.
� P � G�R DR
�� ��
7,��,,,�,�,,,e.��,;�,�� 3 Pcs of 1 3/4"x 91/r' Z�QE Parallam�rSl�
�� ����ta THIS PRODUGT I�IEETS�R EXGEEDS THE SET DESIGW
�QWTROLS FQR THE APPLICATIQN AMD LOADS Lt$TED
�m��:0392�'�op��l�
i
'� '�4. i
!�N�'Htse�i�rx��e�rar"rta�l. I�C�d�D�rar�i��an�pte�l.
LOADS:
Ar�l�tsis is far a Drop B�m Member. Tn"butary L�d W�:1'
Prirr�ry Load Graup-Roofi'(psfj:4Q.D Live a#125°/a duration,15.0 D�d
Vertic�l L��:
Type Class Live Dead Locati� Ap�fica�on Camment
Unifarm(� Roof(9.25� 6d0.0 �5.0 Q To 9 9' Adds To
SUPPORTS:
input Bearir� verticat Reac�s(11� Detatl Other
WidUt L�gth Lhr�UpNR/Total
1 Wood column 5.2� 5.2� 3�20!1406/0/4926 L5 None
2 Wo�c�tumn 5.25° 5.25° 3520/14a6/Q/49� LS Nor�
»See TJ SPECIFlER'S/BUILDERS GUIDE fot d�'I(s):L5
DESICiN CONTROLS:
� Des[gn Ccr►t�at Co� L�ot�
Shear(Ibs) 4646 -3825 12�3 Passed(32%) Rt end S�n 1 urtder Roof loadirtg
Moment(Ft-lbs) 12Q50 92Q5U 2A482 Pass�(49%) MID S�n 1 ur�der R�f Iflading
tive Loaii Defl(�n) 0.242 0.346 Passed(!�'14) M!D S�t 9«nder R�f faad'mg
Tatal Load Defl(m) 0.33.9 0_519 Passed(U367) AAID Span 1 urtdex Roof loadirsg
-I?efl�ion C.r�er�:STANDARD(I.L:LI�,TL•U2�0)-
-&aar�g(f-u):AN c�npr�an�198s ftc�a�ba�n)mt�d�braced at 2'8 a�c untess a�ot�rwi�. Ptoper at�hment and pa�Oning of tateral
br�ing is�quired to achieve member s�bifity.
-Design a�urr�es a�qus�e�rtu�{atetal support of the compress�edge.
ADDITION�►L NOTES:
-IMPORTANT! The anal}Psis pr�er�is out�ui fr�n saftwar�e deateto�by Tr�Jo�(T.I}. TJ v�rarrards tF�e si�r�of its prod�by this soflv�rare av�l be
accompl'ished��v�TJ product desigr►crit�ia�t cbde ac�ed d�t vaiues. The speafic P�aPPf�n,�!d�gr►t��and
stated dimer►s'sons Frave b�provided by tFte sflRwrare�r. This output!�s rro�be�r�riewed by a T.f As�ate.
-Na�all prodt�Ts are eeadily avai�b�. CFrec1c wi�yau suppl'�or TJ t�ecttnical re�eser►tative f�produd�y.
-THIS ANALYSIS F(1R TRUS JOIST PRODUCTS ONLY! PRODIJCT SUBSTITUTtOPi VOIDS THIS ANALYSfS.
-Allowable Str�Desi�►�y wras u�d fot Bu�g Caie UBG ar�lyang tt�TJ Q��vdu�I�t above.
-Plate:See TJ SPECIFIER'S/BUILDER'S GUIDES for mutiiple piy connec4on.
PROJECT INF(3RMATION: OPERATOR IN�RMATION:
FERRY AAIKKELSON
DFP PUWNING&DESIGW
97�BALTIMORE ST
BLAINE,MN 554A9
Phone:763-78Q-8�4
Fax :763-780�8015
DFPPLANNINGDESIGPI�VISI.COM
Copycight•O 2002 by Yrus Joist, a 4lepeihaeuser Business
Parall�ie a registered trademark of Trus Joist.
�� � 2Q2�8 GAR DR
�
'' F:��,,,�„�„s.��;,�� 3 Pcs of 1 3/4" x 14" Z.OE Parallam�PSL
`�r-2 �'�z47�'� TNIS PRODUCT MEETS OR EXCEEDS THE SET DES{GN
P�e, Ercgi�eve�saar,.s.,z
CONTROLS FOR THE APPUCATIOfd AND LUADS LISTED
����������o����
�
o �r �
,�n�ne�;o�erc nau�¢o�1. �r�t D�r�rrr i��ane�tur�l.
LO�►DS:
Ar�lysis is for a Drop Beam Member. Tributary Laad�fi�_1'
Prirrrary Load Group-Roof(ps�:40.Q Le�ne at 125%�an,15.0 D�d
Vertit:al L�ds:
7y� Cl�s Uve Dead Location ApAllcation CommeM
Uniform(pi� Roof(9.�v 600.0 2�.0 0 To 9 T Ad�s To
SUPPORTS:
InMurt Bearing VertlCal Reac�ons(tt�) �tail Other
Widtl� Length t.[velDead/UppfttToial
1 Wood c�iumn 52�' 5.25' 5440 1 2235/O t 7675 L5 None
2 W�column 5.�° 5.� 5440/2235/0/7675 L5 Nane
-SEe TJ SPECIFIER'S!BUILDERS GUIQE for detail{s):L5
DESItiN COMTROLS:
AAaximum Deslgn Corttro! Ca�trol Locadon
She�ar(Ibs) 73�3 -6'r17 17763 Passed(3596) IZt.�d Span 9�md�Roof{oading
MomeM(Ft-Lbs) 3� 3Q26� 5a928 Pass�(59%) MID Span 9 under Rtwf loading
tive Lead Defl(�n) 0.4�5 0.546 Pasxd(U423) MID Span 1 un�r Roof l�tl'mg
Tc�t�al Load Qefl(m) 0.� Q.819 Pa�ed(LI300) MID Span 1 ut�er R�f loading
-Deflection Criteria:STANDARD(i.L-L�,TLL1240).
-Bracing(Lu):All comRression edBEs(t�and bottam)m�t be brace�i at 2'8"a�c unt�ss�a�. Prap�a�l�hment and�itioning of laatteral
bracir�g is required to achieve m�rrber�b�y.
-Design assur�edequate oor�tirtuous lateral suppart af�t�omQr�sian�ige.
ADDITIONAL NOTES:
-}MPORTANT! The ar���out�ut frorn�re develo�ed by Tn�s Joist(fJ). TJ w►anants the smng of its produas by thig sofluaare vw'�be
a�mplistted in atx;ardance+ar�TJ Rrodud�sign criteria at�d cac��pt� desi$n va(ues. The specifi�product apF�ion,m�des�n load.s,and
stated d'irr�ns►ons F�ve b�provided by the sofiwrare u�. "ftds autput t�,s�t b�n re�riewv�by a TJ Associate.
-Not a�produds�e r�ct�7y avat'�ble. Checic�ith yotn's�p�er or TJ techn�at repr�ative for product availab�lity.
THI9 ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITlITiON VOIDS 7HIS ANALYSlS.
-Allawrab[e Str�s D�ign�Iogy was t�sed f�Buddtng Code UBC�tyang tt�TJ Distributian produt��above.
-N�e:S�TJ SPECIFIER'S!BUILDER'S GUIDES for mut�plc�y conne�ion.
PROJECT 11dFaRMATiOIV: OPERATOR INFORMATION:
TERRY MlICI�LSON
DFP PLANRfIWG 8 DESIGN
91�BALTIMORE ST
BLAIPIE,MN 55449
Phone:7C�.i-780-�4
F�c :763-78Q-8095
DFPPLANNINGDESIGN�VISI.COM
Copyziqht O 2002 bp Trus Joist, a Wepezhaeuser Business
Pazallaa�is a registered trademark of Trus Joist.
n j� � 202388 LOFTlOFFICE
� r,r�„�e����� 2 Pcs of 1 3/4" x 9 9/2" 2.OE PA�`allarri(�?PSL
u�:2 �s�oa,:oca,aan
�, Engine Ve�sion:1.5.12 THIS PR�DUCT NfEETS QR EJ6CEE�S THE SET L?ESIGN
COt�tTROLS FQR THE APPLICATION AND LQADS LISTED
IGler��e��8#��"Ra�f�Io�re+D�� �re�du rii�en�io���'
,_ .
-. _._ _..
0 �
g ,��•�", b �'�„ i 3•�.'
,t�0�errs�ons�r$harizeittab Pro�D�grern i��eneep�tue�.
LOADS'
Malysis�fw a Drop B�m Memher. Tn'buFary Lcad Wid#h_1'
Primary L�d Group-R�f(ps�:40.0!�e at 125 R'o duration,15.0 Qead
Vertic�l L�ds:
Type Class Linre Q�d Locatiort �lppli+�9on Comment
Unifarm(p!f} Ro�(t.25j 600.0 �0.0 0 To 24' Adds To
suPPo�rrs:
In� Bearing Ve�Re�torts pbs} Qetail Other
if�dtlt Le�tgtl� Lhr�Dead►Up11RITota1
1 Wood cnlumn 3_5d" 3.5U" 3006 1 9 524/0/45� L5 fVone
2 Wood column 525 5.25° 7036/31�/0/14167 L5 None
3 Wood column 525° 5.25" 4963/1833/0/6796 L5 Norte
4 W�d�lumn 3.50 3.�" �93/1323!0 t 3J35 L5 IVotte
-See TJ SPECIFIER'S/BUILDERS GUIDE for de�l{s):L5
DESIGN CONTROLS•
Maxlmum Design Co�ftro! Controi LocaUon
Sh�r pbs) -p6:i -�Q 8� R�(67%) Rk end S�1 under Roof ADJACENT s�n toading
{IAoment(�t-Lbs) -41251 -11�1 16329 P�sed(699b) MID Span 2 imder R�F ADJACENT s�n taad'mg
tive Load Defi{'m) 0.270 0.369 Pa�ed(U49:i) MID Spart 1 under RarFALTERRfATE speu�loading
Total Lo�Defl(m) 0.�06 0.5�v4 Passed(11328) AAID S�tt 1 urttier R�f ALTERNATE spart�ng
-Deflection Criteria:STANDARD(LL:kl36�.TL:U240).
-araar�g(l.u):Aa compr�on�S(top and bo�n>musc de nracea a�2 S"ac untess ae�atled a�uvi�. P�attacr►rr�ni ana�itiorring of later�l
�MBCit'tt�IS�UIfQI�t0��'II�NB Rl@fi�SS1�J1il�jl.
.rne laed c�ifr�oor�derea in rfr�d�ar�lysaa ir�lerde afterrrate and ad'�cent merrd�r patterr,t�.
-Design assumes ad�uate cor►tQtuot�I�era!�pport of tite c�mmpression edge.
aianmon�n�or�s:
-IMPORTANT! The arcalys�pre�sented is�utput from�re developed by Tn�Joist(TJ). TJ warrartts ths siaing of its prod�by ttus�re anll be
accomplished'm�card�ce wri�TJ Rrodta�des�n criteria arrc!c�d�3�pted d�ign valt�es. The specific Rrodud app�abon.�ttput dasign I�.and
�ated dirt�nsions t�ve be.�n provided by�s�ftarare u�r. 7t�s ou�ut t�nat b�review�d by a TJ A�ciate.
-ldof all prafuds are►ea�ly availabfe. Cttedc vv�h your�tpp��or TJ technic�represer�ive for�rod�t avat'�y.
-THIS ANALYSIS FOR TRUS JfJIST PRODUCTS OIVLY! PRODUCT SUBSTITUTION VOlDS THIS ANALYSIS.
-AIl�Stre.ss Desi�methodofogy v+r�used far Bui(dir�Code UBC anal}2ing the TJ 11�'bu�on prcdud f�above.
-Note:See TJ SPECIFIER'S/BUlLDER'S GUIpES for m�e�y conrtec�on.
PROJECT IhiFORAAQTION: OPERATOR INFORMATIOId�,
TERRY MIKKElSOPI
DFP PLlWNING&DESIGN
91 W BALTIAAORE ST
BLAIIdE,MPl 5.5449
Pharse:7q-780-�04
F�c :763-780-8t)15
DFPPLANNIWGDESIGN@VISI.COM
Coppright�2002 by Tius lqist, a ideqethaeuser Busineas .
Parellam� is a registered trademark of Trus Joist.
• . Multi�Loacted eeamr A�sc sth Ed As�1 ver:�.05
. ' By:JefF John�n, DFP PLP,IVNING&DESIGN on:03-142003:U9:56:33 ARA
Proiect 202388-L�ation: NEW
Summanr:
A36 WSx15 x 7'.67 FT
Section Adequate By:7.4% Controlling F�tor. Moment
Center Span Deflectians:
Dead Load: DLD-Center= 0.10 IN
Live Load: LU}Center= 0.02 IN=U4942
Total L�d: TLD-Cet�ter- 0.12 IN=U769
Genter Span Left End Re�tions(Support A):
Live load: LL-fbm�4= 935� LB
De.ad Load: DL-Rxn-A= 65fl9 LB
Total L�d: TL-R�a�-A= 7863 LB
Bearinq L�qth Requir�(Beam onlv.Support capacity not che,cic�): BL-A= OJ5 fN
Center Span Riqht End Reactions(Support B}:
Live L�d: LL-R�m-B= 1200 LB
Dead Load: DL-R�s-B= 3897 LB
Total Load: TL-R�m-B= 5098 LB
Bearing length Required(Beam only, Support capacity no#chedced): 8!.-B= 0.75 IIV
Beam Data:
Center Span Lenqth: L2= 7.67 FT
Cerrter Saan Unbraced length-Top o�8eam: Lu2 Tap= 7.67 FT
Cerrter Span Unb�Length-8ottom of Beam: Lu2-B�tom= 7.67 FT
Live L�d Deflect. Criteria: U 36d
Total Laad E�lect. Criteria: U Z�
Center Span L�d�ng:
Uniform L�d:
L'nre L�d: �-2= � P�
pead Load: wD-2= 20 pLF
Be.dm Seff 1Meight: BSW= 15 PLF
Totai Load: wT-2= 88 PLF
Point L�d 1
Live Laad: PL1 2= 0 L8
Dead Load: PD1 2= &408 LB
Location(From left end of span): X1-2= 2.87 Ff
Trapezoidat L�d 9
L�t Live L�d: TRL-Left 1 2= 18Q PLF
Leit D�d L�d: TRD-Left 1-2= 188 PLF
Riqht Live Lc�ad: TRL-Riqht 1 2= 180 PLF
Ri�ht Dead Load: TRD-Right 1-2= 188 PI..F
Load Start A-9 2= Q.0 FT
L�d End: B-1 2= 7.87 FT
Load Lenqth: G1-2= 7.67 F7
TrapeZotdal Lo�ad 2
Left Lnre L�d: TRL-Left 2-2= 160 PLF
Left D�d Load: TRD-L�ft 2-2= 60 PLF
Ripht Live Load: TRL-Right 2-2= 40 PLF
Right Qead L�d: TRD-Right 2 2= 15 PLF
Load�tart: A 2 2= 0.0 Ff
L�d End: B-2 2= 7.67 FT
Load Lenclth: G2-2= 7.67 FT
Properties#or.W8�c15/A36
Yield�tress: Fy= 36 KSi
Nlodulus of Efasticity: E= 29000 KSI
Depth: d= 8.11 IN
Web Thiclmess: fi�r= 0.25 IN
Flanqe Width: bf= 4.01 IPJ
Flanqe Thickness: tf= 0.39 IN
Distan�to Web Toe af FiileL' k= 0.75 IN
Moment af Inertia About X X A�ds: Ix= 48.OQ IN4
S�tion Modulus�lbout X-X A�ds: Sx= 11.80 IN3
Radius of Gyratian of Compression Fian�e+1/3 of Web: rt= 1 A3 IN
Design Properties per AiSC Steel Construr�ian Mar►uaL
Flange Bucklin�Ratio: FBR= 6.37
Alkrv�rable Fianlqe Buckling Ratio: AFBR= 10.83
Web BucktinA Ratio: WBR= 33.40
Allowrab)e Web BucklinA Rafio: AWBR= 106.67
Controllinp Unbr�ced Len�qth: t�= 7.67 FT
�imitir�q Unbrac�Len�th for�b=.66`FY. Lc= 4.24 FT
Limitinp Unbr�ed Len�tfi for Fb=.6*Fy w/Cb: Lu= 7.22 FT
Moment Gradierrt Bendin�q Coefficierrt Cb= 1.0
Allowable fb per ASD Eqn F1-fi: F1-6= t7.24 KSI
All�nrable fb�r-ASD Eqn F1 7: F1 7= 21.29 PCSi
Allowable fb per ASQ Eqn F1-8: F1-8= 20.33 KSI
Elastic Limit of ASD Eqn F1-6: EL1-G= 10.22 FT
, Pa�e:2
� Muiti-t�d�Beamf AISC 9th Ed ASD 1 Ver. 5.Q5
BV:Jeff Johnson, DFP PLANNING�DESlGN on:p3-142003:09:�6:33 AM
Project:202388-Location: MEW
,Allow�ble Bendinp Stress: Fb= 20.33 KSI
Web Hei�tht to Thidmess Ratio: h/tta� 30.53
Limitin5�Web Height to Tti�lmess Ratio for Fr-.4*Fy: hftw+-Limit= 63.33
Allov�rabte Sh�r Stre.ss: Fv= 'i4.4 KS!
Design R�uiremer�ts Com�rison_
Corrtrotling Mamerrt M= 18619 FT-LB
2.684 Ft#rom left supt�t of span 2(Center Span)
C�I mam�rt cr�t�by combining all dead loads and live loads on span{s)2
Nomirral Moment Strength: Mr- 19893 FT-LB
Cantrollinq Shear: V= ?863 LB
At ladt supcmtt of sl�n 3(Riqht S�n)
Grvtical shear created by c�am6ining all dead I�ds and live losds on span(s)2
Nominai Shear Strenqth: Vr- 28612 LB
Moment of Inertia(Qefl�tion): Ir�= 14.98 fN4
1= 48.00 IN4
• ARuiti-Loaded Beam[AtSC 9th Ed ASD]Ver.5.05 •
By:Jeff Johnson.DFP PLANNING�DESIGN on:03-142003
Project 2d2388-Loc�tion:fdEW
Summery:
A36 W8u15 x 7.67 FT
Section Adequate ByC 7 4°�6 Controi�ng Factor AAomerrt
SHEAR,AAOMENT,AWD DEFLECT10R1 DIAGRAMS
Load combinati�on shown:ControlGn ShearMloment/Defte.ction Di ms
8000 0 ft
4000
Sh�r
tlbs) Q
-400D
-8QOQ -5Q98 Ibs�8 ft
2t3Q00 � 18619 ft-I��3 ft
10000
PAoment
(ft-{b) d
-40i}00
-20�0
-.2 i
i
i
'-� �
Deflection
t��� 0 ,
i
.�
i
.2 � .119in�3.6ft
Cer�ter S�n =7.fi7 ft
ContraUin�a Load Cases:
Shear.Criticai shear created by combining a[I dead loa�and 6ve laads on span(s)2
Moment Critic�l moment created by combining aA dead loa�and Gve�ads on span(s)2
De�eection:Cri�cal deflection creat�d by c:om�ning ap dead loads a�d Gve loads on span(s)2
� � Page 2
� IOADM{G DIAGRAM
P1
�
I
�
i E
i Ir � ; � � � � , f ' ; �
,
� � I � � , � � i ' � � l ► i
� I l � � � f � � ; 1
! i i ! , �
_-- ----- ' - -_ __ _- - - ._ — --- -- --_
—- ___ —
- ---W- --- _ _ _ - — — - — _
A �
Cenfer S�n =7.67 8
Reacdlons
F�e�.oad D� Tot�Load U ' oad
A 1354 Lb 6509 Lb 788:i Lb 0 Lb
B 120Q Lb 3897 Lb 5QS8 Lb 0 Lb
Cent�S�an
Uniform Loadng
'Lwe Load Dead Load Sel�V4/eis�ht Total Load
W 53 Pff 20 PlF 15 Ptf 88 Pff
Trapezoi�l.oadng
Left LL Left DL R'�ht�L 'Ft�ht QL Load Sta�t �oad End
TR1 180 PI� 988 Pff 180 FtF 188 Pif 0 Ft 7.7 Ft
TR2 160 Plf 60 PIf 44 F� 15 Pif Q Ft 7.7 Ft
Point Loac�ng
Live L D�d Load Lac�ion
P1 0 Lb 8408 Lb 27 Ft
. Pa�te:2
• Multi-L+o�aded Q�mf AISC 9th Ed ASD 1 Ver:5.05
By:Jeff Johnson, DFP PLANNING�DESIGN on:03-14-2003:09:50:28 AM
Project 202388-Location: IXIST
E�npe Width: hf= 525 IN
FlarWe Thicicn�s: tf= 0.33 IN
pishdnce to Web Toe of Fillet k= 0.75 IN
AAome�t af Inertia About X X A�ds: hc= 61.90 I(U4
S�tion Modulus About X-X A�ds: S�c= 15.20 IN3
Radius of Gyr€rtion of Compression Flanqe+ 1/3 of W�: rt= 9.39 tN
pesign Properties per AtSC St�l Construcfion Manual:
Flange Buckling Ratio: FBR= 7.95
Altowable Flange Buclding Ra#io: AFBR= 10.83
Web Bucklinq Ratio: WBR= 35.39
Atlov�rable Web BucklinA Ratio: AWBR= 1t}8.67
Controlling Unbraced Len�th: Lb= 11_0 FT
Limitin�Unbrac�d Lenqth for Fb=.66`FY Lc= 5.54 FT
Limitinq Unbrac�d Lenpth#or Fb=.6*Fy w►1 Cb: ��= 9•8� �T
Moment Gradierit BendinA Coefficierrt Cb= 1_0
AHawable fb per ASD Eqn�1-6: F1-6= 46.36 KSt
All�nrable fb per ASD Eqn F1 7: F1-7= 18.85 KSI
Alfowable fb per ASD Eqn F1-8: F'I-� 19.35 KSl
Elastic Limit of ASD Eqn F1-S: EL1-6= 93.79 FT
Allowable Bendin�Stre.ss: Fb= 19.35 KSI
Web He1S�#�t to Thickne.ss Ra�o; h/tu� 32.52
Limitiny Web Heii�ht to Thickne.ss Ratio for Fv=.4*Fy. h/iw-Limit= 63.33
Alfawable Shear Stress: �'v= 14.4 KSI
Design Reqe�irements Comparison:
ControUinp Momen� M= 28895 FT-LB
Over right support a�span 1 (Left Span9
Critical momerrt created by combining a!1 dead I�ads and live I�ds on s�n(s)9,2
Nominal Al�Om�t Strengifi: Mr- 245p9 FT LB
Controllinp Shear: Y= 16467 LB
11.0 Ft from left support of span 3(Ripht Span)
Critical sh�r creat�l by combining all dead l�ats and live loa�ds on span(s)1,2
Nominal Shear Strenqth: Vr- 26960 LB
Mloment of Inertia(D�Fledion): lr�= 25.69 IN4
1= 61.90 IN4
. ^
• � Mufti-Loaded Beam[AISC 9th Ed ASD]Ver:5.05
By:Jeff Johr�on,DFP PLl�WP!(NG�DESIG{V on_03-142003
Proj�t 202388-Location:EXlST
Summary:
A3S W8x18 x 21.17 FT(11 +10.2}
S�tion In�equabe By-9 790 Cantrall�t�Facbar:Moment
SHEAR,MOkAENT,AND DEFLECTIORt DIAGRAMS
Load comt�nation shown:Co�trolGn Sh�r/�ttomentJDefiec�n " rams
200Q0 1173716rs�11 ft
r
10000
Shear
(Ibs) fl
-10000
20Q00 -16468 Ibs�11 ft—
30Q00 � 16712 ft-Ibs @ 4 ft �
't6flQ0 �
Moment {
(ft-Ib} 0
i
-15000
i
-30000 Z6896 ft-!bs�11 ft
-.3 i -.tt6in�15.3ft�
I i
-.15 j 1
Deflection
E��) a {
,
.�t� I
�
�
.� �.152in�5.2ft �
Left Span =1 t ft Ceriter span =40.17 ft
controdin�a Load C�:
snear.Cri�cai shear created by combining aU dead I�a�and�re loads on span(s}1,2
Moment Critic�t momerrt created by combining�dead loa�and Gve loa�on span(s)1,2
Deflec�ion:Critic�l detleciion creat�i by 6ve loa�on on span(s)1
I�OAWNG DIAGR�M
P1
{
f ! '
' , , i � i � � � ' � ! i �
. 1 I f � � �' l � '
� I � E � i �
__._ -- -- –-- --- _ _ __ _ _ _- __..__ -- _ _ ___.__ — ---
_ _... - -- - - - __ ,av _._..._- --------- - -- ---- - _ -- ----------wr-_.-_- -- ---�-— --__.
A B C
Left Span =91 ft Center sRan =10.17 fit
Reactians
. �
, Page Z
Live Load Dead Load Total Load Ua�ft Load
A 5743�b 2�6 Lb SR08 Lb 0 Lts
B 15897 Lb 12307 Lb 2820�Lb 0 Lb
e 5369 Lb 2006 lb 7375 Lb 0 Lb
Left Snar�
Uniform Loadng
L�e Load Dead Load S�f Weis�ht Toi�l Laa
W 600 PtF 225 Pif 18 Pif 843 Pif
Trapazaidal Load�ng
L�t LL Left DL Ri�ht LL Riaht DL oa�d Start Load End
TR1 600 Pif 345 Ptf 600 Pif 345 Pif 0 Ft 11 Ft
Point Loading
Live L Dead Load Location
P1 0 Lb 4530 Lb 10.2 Ft
center soan
Unifortn Loaating
' e Lo Dead Load Se1f Wei�ht Total Load
W 600 Ptf 225 Plf 18 Pff �43 Pif
Trapezoidal Loading
Leit LL Left DL Riaht LL Ri�l � Load Start Load End
TR1 600 Pif 345 P{f 600 PIf 345 Pif 0 Ft 10.2 Ft
� � ������ ����
{
Permit Number
MECcheck Compliance Report
1999 Minnesota Eoergy Code
MECcheck Software Version 3.2 Release 1 Checked By/Date
TITLE: 202388
COiJNT'Y: Hennepin
STATE:Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: OS/O1/03
DATE OF PLANS: 3/14/03
PROJECT INFORMATION:
DICKEY RESIDENCE
4425 NORTH SHORE DRIVE
MOUND,MN
COMPLIANCE: Passes
Maximum UA=429
Your Home= 35fi
17.0%Better'Than Code
Gross Glazing
Area or Caviry Cont. or poor
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Raised or Energy Truss 1694 44.0 0.0 37
Wail 1: Wood Frame, 16"o.c. 2546 19.0 0.0 119
Window 1:
Above Grade, Vinyl Frame,Double Pane with Low-E 348 0.320 1 I 1
Door l: Solid 44 0.140 6
Door 2: Glass 144 0.320 46
Basement Wall 1:
Solid Concrete or Masonry, 8.0'hU7.5'bg/8.0'insul 428 11.0 0.0 25
Basement Wa112:
Solid Concrete or Masonry, 8.0'ht/4.0'bg/8.0'insul 160 11.0 0.0 12
Furnace 1: Forced Hot Air, 90 AFUE
Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
Above-Grade Windows and Glass Doors 0.320 0.370
Includes Foundation Windows>5.6 ft2
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building
plans, specifications,and other calculations submitted with the permit application. The proposed building has
been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 3.2 Release 1.
Z9'd "1ki101
� y .
,:,.
r
}•'
.
Permit# OU-
�� SHORELINE EROSION PROTECTION-FAST TRACK PERMtT
. MINNEHAHA CREEK WATERSHED DISTRICT
GRAY FRESHWATER CENTER Ph: 471-0590
2500 SHADYWOOD ROOD FAX: 471-0682
EXCELSIOR, MN 55331
I,�_ o.g�t�.Sce_�_reside at ��a oR� Sti�� �n��
(Property Ov►mer) (Slfeet Address)
���.�rno _, '�Ylrn, SS 3b� ,� +�1� - `dW(a request approval to install
(City) (State) (Zip) (Phone)
riprap shoreline�erosion protectior� on property described as Sa•�� ;located in
(street address)
���,, , ��,�,.� � '��"1-11��.'a 3y o003 . The rip rap installation
(Within the Cily boundaries) (Cour�ty) (P��#�
will consiSt of�o along the shoreline of�k� . ��t � in full
, (lineal ieet) �Lake) (BaY)
accordance with the Minnehaha Creek Watershed �istrict Shoreline Protecfion Guideline for
riprap placement requi�ed for issuance of a Fast Track Genera) Permit. I have contracted with
QONC�BP'P I.ANGSCAPIN�
3158 PRIEST LANE , � (Pho�e) �
a � y) � (Addr�ss) ' •
� � , to�perform th, rk who is familiar with the technical requirements
(Bo d umber) i
and as fulfflle the bo in reqi�iremen�s f the watershed district (see reverse)_ I �have read
. and u ers d the re u re f e CWD relating to Shoreline Erosion Protection.
•
:
(Slgna oP Property Owner) � (Dale)
Subscribed and svvom to before mo on his,_ a,g�'`' day of ���e.�e� � 2o��
, � ""-"'�, JAMES HAROLD&MITH
a�ornpr vuauGecwt�sorn
',' . � �,�r cvomuuavow e�iaps,�i.�as
Notary ublic �
� Approved By: Date:
� �stnbution: _ Owna ,rContractoe �Municipality _D _pistrict File
Z0/Z0'd z890SLbZt9 Q3HS�131Fi1'�I >133`cl� dHdH3NNIW SZ:�Z z00Z—L0—f10N
✓
DATE TIME
CITY OF ORONO CALLED IN G ' � ��'�
INSPECTION NOTiCE SCHEDULED G: �� `7 /•' ��
PERMITNO. ►�� G �7Z COMPLETED
ADDRESS �'-j �-� N �S`�- ��
OWNER �-�w"'� ���� CONTR. I,c:�"�c.,c�-- �'r�'
TELEPHONE NO. �� Z " `� �' � " G� ��"
� D PTION _ �'.��it.�c�a-Q�Li-�C e�.`^-
� i FOOTIN 11 MECHANICAL RI ^r 18 EXCAV/GRADING/FILLING
Q 0 ING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 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
�
J
O
�
�
O
�
W
�
Q
�
2
W
�
w
�
j
a
� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-4600
OwnedContr n s @:
In ��
sNect�r.
White Copyllnspector's File Canary CopylSite Notice
J
DATE TIME
CITY OF ORONO CALLED IN `CF'. C"�'��-
INSPECTION NOT�I�CE, scHeou�E� / %- % '' '�
PERMITNO. �"�1CO� I�'� COMPLETED •� �Y
ADDRESS_ `�"-�'�_`� ��C��7Z/ ;��'/��;r�. ��.
OWNER CONTR.� /i �� ����j'� C C.�r 5'�.
�
TELEPHONE NO. 1��� 1��� � ��r� �c�.
�
� DESCRIPTION
� 07 FO N 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 2 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y TION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL 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
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FI AL 35 HARD COVER REMOVAL
v 10 PLU INAL 36 FOUNOATION/REMOVAL
� OW RICONTRACTO O MEET YOU:_YES_NO
� COM .�
�
W
a
� �� ��� �t�
0
�
�
0
�
W
�
Q
�
Z
W
�
W
�
�
d
W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDEfl POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46�0
Owner/ConUactor 't :
T
Inspector. � -
White Copy/lnspector's File Canary CopylSite Notice
�� Z°'� �" �
DAT TIME
CITY OF OR NO CALLED IN ���Z
INSPECTION N j�CE SCHEDULED !0-30-03 � 0
PERMIT N0. v�7� COMPIETED
ADDRESS `{�2� �� �� ��
OWNER CONTR.T7��
TELEPHONE NO.
� DESCRIPTION
�y 01 FOOTING ' ECHANIC 18 IXGAWGRADINC4/FILUNG
�`�ING 3 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
INSULATION 24/25 WOQD BURNER/FIREPLACE 34 TREE REMOVAL
Z �4 WALL BD• 12 WATER HOOK-UP 17 SffE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP OB PROGRESS
� 07 OEMO-SITE 27 SEPTIC MAINT. 21 CpMpLAINT
`� 07 DEMO-FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FlNAL 36 FOUfVDATION/REMOVAL
� OWNER/CONTRACTOR TO MFEI'YOU:_YES_NO
y COMMENTS:
�
a
j
0
�
�
0
�
W
�
Q
�
W
W
�
�
O
� WORK SATISFACTORY:PROCEED ❑RROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERIN(3 PERMANENT
❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN
INSPECTOR W{LL RERIRN ❑CITATION ISSUED
O STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION RE�UIRED.CALLTOARRANGEACCESS.
Call for the ne t inspection 24 hours in advance. (952) 249-4600
OwnerlContra ite:
Inspector.
WhHe CopyMspecto�a Fl e Cenary Copy/Site NoUce
A d
DATE TIME
CITY OF ORONO `CALLED IN l� ���
INSPECTION NOTICE -�s CHEDULED �J �
PERMIT NO. ��l1�OMPLETED
ADDRESS ���c'��._�/�,(�
OWNER CONTR. � f�,�i/.c./YI
TELEPHONE NO. ��� /���(���
� DESCRIPTION � ���
� 01 FOOTING 11 MECHANICAL RI � 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOO BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL 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
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEFTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU• YES_NO
� COMMENTS:
�
W
a
�
J
O
�.
�
O
�
W
�
Q
�
2
W
�
W
�
�
� �VORKSATISFACTORY:PROCEED � PROJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContrac �n site:
Inspector. �
White Copylinspector File Canary Copy/Site Notice
�sef� ,/
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION TI SCHEDULED //-7-D� o?�
PERMIT N0. COMPLETED
ADDRESS ���� /U. �I'�'12. �'v
OWNER CONTR.T� (�✓L�'
TELEPHONE N0. ��Z 53 z- �3��
� DESCRIPTION /������1
� 01 FOOTING 11 MECHANICAL RI 18 EXCAVlGRADING/FIWNG
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREMIETLANDS
O�NSULATION 24l25 WOOD BURNEFVFIREPLACE 34 TREE REMOVAL
Z WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FlNAI. 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FlNAL 15 SF�TIC INSTALL 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL
J10 PLUMBING FlNAL 36 FOUNDATIOWREMOVAL
2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
� � �
O
�
O
W
�
Q
�
W
W
�
�
d
W� WORKSATISFACTQRY:PROCEED ❑PROJECTCOMPLEfE
W RRECT WORK&PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY
� O CORRECT WORK,CALL FOR REINSPECTIOIV TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR W{LL RERtRN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTtON REQUIRED.CALLTO ARRANGE ACCESS.,
Call for the next ins�ction 24 hours in advance. (g52) 249-4600
OwnerlContractor on sit •
Inspector. .
WhHe CopyMspector's Flle Canary CopylSite NoUce
ao
Np \�1,�...
s
/Cb
/o.
000, it
,,,A x931.5
'1 ho ,QP r
HARD COVER AREASi 0 - 75' foot Zone
Boat House
256 Sq. Ft.
Retaining Wails
9.6 Sq. Ft.
Concrete
74 Sq. FT.
Net Area
27.277 Sq Ft.
Total Hard Cover
340 Sq. Ft. - 1.2 x
I/ x933.9
EDGE OF CHANNEL
�PO gQ.Q� 1' ss0 BUILDING
-7-SETBACK 30.01 f - - T_LINES
\ 934,6x
UNDERGROUND
ELECTRIC _ T,
AN
75.0
REMOVE 1 x935.3 `i 933.6x
DRIVEWAY, PROPOSED\
x93'5.5 GARAGErl 33 7.2 `
x934.9
/ F R pSE NORTHEASTERLY 2.3(T P OF WELL) �! r/ PROPOSED
/ S�MEP� PVRP CORNER OF LOT 2-� % r j� ADDITION x934.6 _ 32.4t_
-56.0 x937.4
x937.0 x9
RETAINING \H 18(D REMOVE
WALL ' / ' I CONCRETE x934.9 932.3x
ADDRESS
4425 North Shore Drive
BENCHMARK j'i=' 2
Top of Well as shown
Elev. = 937.3 Ft. (NGVD 1929)
DESCRIPTION
Lot 1, "Bergquist's Addition to Saga Hill. Hennepin County, Minnesota" \
together with
That part of Government Lot 3. Section 7, Township 117. Range 23.
described as follows: Beginning at the most Southeasterly comer Lot 1.
Bergqulst's Addition to Saga Hill. Hennepin County. Minnesota; thence
Northeasterly along ht Southeasterly line of said lot to its intersection with
the Southwesterly lint of the alley as platted in the rear of sold Lot 1.
thence Northwesterly along the said line to most Northerly comer of sold lot.
thence Northeasterly along an extension of the Westerly line of said lot to
its intersection with the center line of the county road mentioned in Torrens
Case No. 2123 and in Certificate of Title No. 76040, thence Easterly along
sold center line to its intersection with the Westerly line of the channel
connection West Arm. Lake Minnetonka with Forest Lake. thence
Southwesterly along the Westerly line of sold channel to the shore of West
Arm. thence Westerly along sold shore to the point of beginning.
GENERAL NOTES
1.
0 -
Denotes
iron monument set
2.
e -
Denotes
iron monument found.
3.
; ,, .� -
Denotes
concrete surface.
4.
-
Denotes
well.
5.
ss0 -
Denotes
sanitary sewer manhole
6.
0 -
Denotes
tree.
7.
x931.7 -
Denotes
spot elevation
SPECIAL NOTES
This
survey was
prepared
without the benefit of a
title commitment.
TREE LEGEND
Number following abbreviation denotes estimated diameter
in inches, three feet above ground level. The second
number if any) denotes the number of trunks at that
location kl denotes a dead tree).
Number following shrubs denotes it's diameter in feet.
0
Denotes
deciduous
tree.
0
Denotes
Oak
Example:
PI
Denotes
Pine
OBE.8.2
SCHOELL & MADSON, INC.
ENGINEERS * SURVEYORS * PLANNERS
SOIL TESTING * ENVIRONMENTAL SERVICES
10580 WAYZATA BOULEVARD, SUITE 1
MINNETONKA, MN 55305
(952) 546-7601 FAX: (952) 546-9065
COPYRIGHT c 2002
S V1.-�
ol
x938.3
x939.2 CONCRETE
\ -5 /-RETAINING
b 4 y,9�9 WALL
x936.5
0 36
:!W
\ x935.7
937.0 \ 530
934.
x934.0
\ � x932.5
o
1�.
x930.3
HARD COVER AREAS, 75 - 250' Zone
Existing House
Concre}e
1.398.3 Sq. Ft.
DrivewaySq,
762.5 Sq. FT.
2
278
Retainin
Walls
gFt.
q,
Net Area
14.826.0 Sq. Ft.
Total Hard Cover
4.565.4 Sq. Ft. 30.8 X
PROPOSED HARD COVERT
75 - 250' Zone
Existingq House
Concrete
Driveway
Walls
Proposed Addition
1.398.3 Sq. Ft.
513.5 Sq. FT.
1g 78 Sq. F.
1293 Sq. Ft.
Net Area
14.826.0 Sq. Ft.
Total Hard Cover
4.965.4 Sq. Ft. 33 X
932.3x
PITV Ac Ann
7t APP,R%ED - AO o, T -n
E; APP2%DIVED WITH REVIe:�%10N.S
BY
11
DAT�� o .�
IL
LOT 1
C H A N N E L
T 0
F 0 R E S T
ORONO Cu�F
L A K E
X930.
930.6x
x930.3 932.7
--N x930.6
931.7x
930.0
931.7
_LOT CORNER
FALLS IN LAKE
L A K E M I N N E T 0 N K A
(W E S T A R M)
WATER ELEVATION: As of August 12, 2002 = 929.94 feet (N.G.V.D.-1929)
ORDINARY HIGH WATER ELEVATION: 929.40 feet (N.G.V.D.-1929)
HIGHEST KNOWN WATER ELEVATION: 930.51 feet (N.G.V.D.-1929)
According to the records of
the Dept. of Natural Resources,
State of Minnesota.
This drawing has bhecked and
reviewed this en cday of
20Q7-
0 30 60 by
JOB BOOK NUMBER: (119-73)
L4142 'E� N, SKO re�z FIELD BOOK: 583 PAGE: 53
--
CERTIFICATION
I hereby certify that this survey was
prepared under my supervision and that
I am a Licensed Land Surveyor under the
laws of the State of Minnesota.
,
74VARD J. WILLIAM% JR.
Date: 11- i Ot a Z License No. 19840
CLIENT
TITANIUM
CONSTRUCTION
S.M.I. PROJECT NO. 63818-002