HomeMy WebLinkAbout032-539-33-1318-LUP-2023-363 SUBMITCOMYLETED AVitICATION AND
F[ero: APPLICATION FOR LAND USE PERMIT
5awyerCounty �a �. �
2oning&ConServation Depart. 1 /o,�`p'��.h� �� ^ VJ
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HaYward,WI Soea3 AUG Z 2 2023 V Chk# "�'S� � (J�
(715�634-8268 �I�
SAWYERC�^,�NTY/ RCpt# ad�l�1 �
iNSTaU<TiOrvs:NoOermifswillbeissueduM�lall/eesarepeid. "'���—����� W
Checks are made psyable to:5awyer Counry Zoning Depertment.
00 NOi S1ncrCONcrrt�.ir�iory irrvriLnLL vEftMITS Hn:�t aEEN�.SSJEo Fo nopL•Uti� Original ApplicaHon MUSTbe submittetl FILLOUT IN INK (NO PENCIL)
S���mitfal of th�i�apa�ic.i�.on or�_ce p of fees does n �.stitu p m�t i«�rn<e.
OwneHs)Name: ConlrMar�sl Name
G ;�r/'y + j/i C�� C �E�'le/1�5' se/�
MallingAddress: �,�fP�'(� MailingAddrcss:
Sj% /i/ !/e/�✓�'7e�i9/ r�� 5�96
Phone: / G�_ ��C ��(�� Phone:
U �
Ema,�: Ur Clf; C/e�n ,�YS6� Gtii.9;/. Co.n Ema,�:
Site aOAress: /� Or oate applied/or:
`� /��;.� e
LegacyPlNN O� �cJ � � Townof: W �
PermltAellveryMMMd xCallOwner �MailOwner �CaIIConVactor -MailContrector
Is Property/Land within 300 feet of River,Stream�;���n. Distance Structure is from Shoreline: is your Praperty
'"�) —� feet in Flootlplain Q�e wetlands
CreekorWndwardsideotFloodplain? i�yes--o�2inue ZOe� Frese�r?
��.-i Shoreland
�Is Property/land wi[hin 1000 feet ot Wke,Pond ar Flowage Distance Structure is irom Shoreiine: yes Yes
ifv�s—ca���nue—� /eet No
No
Nan-Shoreland
Describe Project
Value at7imeof 7otal q o(
Project type Foundation What Type&Capacity is the
ComDletlon Number bedrooms
��.,��-��.,ae donaic�i �Hause,gange,shed,deck, (Basemen[, Sewer/Sanitary System�s)
nddition,etc...� �StoAes Crawispace, Post
r�-,��P,maee��.,'� ��yt seParatelY $lab �onstruction
)
5 ��/� �3�en l Do sf �70�e
Dwellln5
S�d.ood
Actessory Bltlg
S
ntlEkion/Alleration
Height:
TotalSquare Lowest
Footage Gradeto
Proposed Use � Proposed Structure Dlmensfons (multlply per Highest
story) PeaM
Residence ( x �
Ft.
with 2n4 story or loft ( X �
Ft.
with Basement ( X �
Ft.
( X )
�ResidentialUse AttachedGaroge Ft.
✓ Atcessory Struc[ure(e,pia��N (�p�x S,�) l 7
�Agriculturel jtli ^idQi'�" `� [ Ft.
Use 7emporary Guest 4uarters or Bunkhouse(o.riP rynr� ( X , Ft.
( X )
� Commer[ial/ Deck/Porch/Patio Ft.
Industrial Use ( X � ��)
(2'b)Deck/Porch/Patio � � � �Ft.
❑Munidpal Use � -K, . - y .
Other Ie+pia�m p�,
= Other ( x �
Prineipal Strueture(nq,�cwm�aL[ommerciai,mun��awl ea�.1 Ft.
� x � {��
Addition/Alteration��,pia���l Ft.
Total habitable square feet: Total Non-habitable square teet:
(decks,vatios,garages,sheds,storage area&other struaures)
Original Application MUST be submitted
Attach a Plan or Sketch your Property on 8.5"z 11"or 8.5"z 14"paper.•MusP Include lontton anA setback of proposed and eaisting#ruRures,rwds,
drivewaY.sanitary camponeMs,well,lake,river,stream,and wttlands.
Deuription SetWck pe�p��a� SetLadi
Measurements Meawremmts
Setback trom the Centedine at Platted Road and/or Feet Setback from the lake(o�d��..v n��en-wa�e�mark) Feet
Sethack from the Established qighbo6Way Feet Setba<k from the River,Stream,Creek Feet
Seiback from the eluff a appiK,bie Feet
Setback from the North Lot Line Feet
Setback from the South lot Line Feet Setback from Wetland Feet
Setback from the West lot Line 8 Feet Slope within area of construction/disturbance %Slope
Setba�k from the East�ot Line J� Feet Elevation of Floodplain Feet
7
' Setback to Septic Tank or Holding Tank Feet Setback to Well Feet
i Setback to Drain Field Feet
Setback to Privy(Porta6le,Composting) Feet
. . ,-,�-� ,.n .us- �.�r�TwrtMnfive(S;fee[o`tM1r�m� �r �-�.r.�tl�,eioe�A..h .�mnoar�l�e`�o�nw�l�pthesetbxMnunt ,e un�ucit.� �„eLomnne
_ ..�... ei �.. 0 � �i,uuoeY'�lu.r.u , rkJu �.. ,_.�iat e� . � �
. _riyi.i ..
I t 'I:pn_�i � � c .. ur. . ,_I'�t�aR�.-c _. �nfive.`I�eetW�lu.�;i� e '-0I(ettfie� t�F'^r.� ui ..u�e0eet�ack� M1u�.i43p'Imc',omwM1<I �h_s]V�a_kinus.he
. ��_•[e sEl r. . . p . .. � J .o��. t . c ' u '.vs e� I�.�r r � 1-il b m � �
� 1 . . .:�nnmen,rvn, =co��er����mmVasslone .r,wncm�re
� .Ltetoith pm{�e,.�l� ,Ii�Ve..ue �t�-nor4lq-alc�n.eCvveyorath �..ntf.e.�eo.
Calculate impervious sufiaces.(Roofed,tonaete,paved,and other surfacez that water cannot penetrate.The Zoning O�ce wn help you determine if a
wrface is considered imperviouz)
ICalculatelotarea:
Indicate lot size trom CSM or NOVUS(cirde one): Acres;Multiply 6y 43,560=Lot area: Square Foo[age
ICalculate impervious surface area:
Determine the mtal zize,in square teet,of your projeRs listed above(indude eaves�: sq ft.
Determine the total size,in square feet,of all eaisting roofed structures(indude eavesb zq ft.
Determine the total size,in square feet,of all existing paved/bricked/blocked surfaces sq g.
Addthesemeasurementstodeterminetotalimpervioussurfaces: sqg, ���� �""' '
Calculate impervious lot percentage
7o[al impervious surfaw: +Lot area Sq R X 100=impervious surface %
(Mitigatlen iz reQuired I!mnl exceeCs 15%)
"'Notice a separa[e grading permit needs to be obtained if disturbed area is within the Shoreland distrit[as indiwteA on previous page and meets criteria below"•
Grading on a slope greater than 20% G adi ¢ f o e th I[I00 S Fr »w �n i
� Gradmg of more than 2,000 Sq.Ft on Slopes less tha 12% Gradlnc s in ce s of 10 Oao 5 Ft
�.iur,< i r-.cvrv;.'� i .:�,,.�,� u�otrsntUC' uwr.7�u': � �- r����r,i � �� �r�rir�nrn;s
I(we)detlare that this appiication(mauding any accompanying information�has been eHamined by me(us)and ro[he best of my(our�knowledge and belief it is nue,corrett and �
complete. I(we)acknowledge[hat I(we)am(are)responsible for the detail and accuracy oF all intormation I(we)am(are)providing and that it will be relied upon by Sawyer
Counry in determining wheffier to issue a permiC I(we)fur,her accept liability which may be a resWt of Sawyer(ounry relying on this information I�we)am(are)providing in or
with this apPlication.1�we)mnsent ro counry offinals charged with admin'mtering munry ordinances to have access ro the above described property at any reasonable time for the
purposeofinspection ti ally,theundersignedperson�s)herebygivepermissionforaccessto[heproperryforonsiteinspectionhyMuninpalOffitlals.
ogner Ow�r / ^r�,/ n����/ ^ `�
Si nature Printedname�i l�y J (i J Da[e �� ��_d )
. .i., iir,i.,;r.-.n. �. ,�
NOTICc 'i._� ,i�i . , I11�1, i'..I�...:� i , i..,,�,
F�. ... _ I I . . . ry a . v
/
. .-. . ._ - L�1 ricipaht`_A�_Rv4:ureJ l C n . im_ . n Gwr'4,,,Co�c
. • �_J. G. �-�' d ral.igencies n.aY also reomc nerm�s . � . '.
Vou are responsible for complying with the reqWrements of the Sawyer Counting Zon�ng Ordinances and law an�regolations of the State of Wismnsin.Vou are alw responsible tor
complying wlth State and Fetleral laws mncerning constroctwn near or on weHands,lakes,and streams Failure[o mm01y may resuk in removal or modifcation of mnstruttion
that violates the law or other penalties or costs. Fm more informaton,visit the department of namral resources weNands identification we0 page or<ontact a department o1
natural resources sevice center�608126�-3125
�
Issuance Information(County Use Only) 5ani[ary Numner: a of nedrooms:
Permit Denied(Date�: Reason for Denial:
Vermit p: Issuing agent: Date:
� 3 -- 3c� 3 ' � a a3
Is Parcel a SubStandard tot �.�Yes �oeed of RewN) ' N
I5 Parcel in Common Ownership ;�Ves (Fusetl/Comiguous loqs)) o i tion Required �Ves ��.;No
Is Structure Non-Conforming "Yes igation Attached � Ves ��.-.No `
Granted by Variance(B.O.A.) Granted by Conditional Use �
�:;Yes '1 No Gse#: �.�,Ves -No 6se N:
Was Parcel Legally Created ��.:Yes �No Were Property Gnes Represented by Owner ';Yes No
Was Proposed Buildiag Site Delineated '��..��Yes _No Was Property Surveyed Ves No
Office Comments: Zone DistricC Fee:
�--� � �So
Hold For Sanitary: Hold For TBA: Hold Por Affidavit Mold For Fees:
oFeE2021
Habitable Living area
shall not be created
in accessory structures
8/22/23, 10:29 AM Novus-Wisconsin Access rev. 13.1108
Real Estate Sawyer County Property Listing Property Status:Current
Today's Date:8/22/2023 Created On:2/12/2014 2:51:04 PM
�'Description Upda[ed: SO/20/2021 '� Ownership Updated� 10/20/2021
._ ... _ . .. .. . ..._.___....
- _. __-_.___ .. .__.._.
7ax ID: 41745 LARRY]&VICKI R CLEMEN75 WINTER W[
PIN: 57-032-2-39-OS-33-1 03-000-000180
Legacy PIN: 032539331316 Billing Addrws: Mailing Address:
Map ID: LARRY J&VICKI R CLEMEN75 LARRY 7&VICKI R
Municipality: (032)TOWN OF WINTER 5147N VERMEDAL RD CLEMENTS
STR: 533 739N ROSW WiNTER WI54896 5147N VERMEDAL RD
Description: PRT SWNE LOT 1 CSM #7957 33/53 WINTER WI 54896
Remrded Acres: 6.630
Lottery Claims: 0 w Si[e Address *indicates Private Road
Firs[Dollar. No �� �� � ������ � �
N/A
Zoning: (R-1)Residential One
ESN: ..� property Assessment Updated: l0/10/2016
2023 Assessmen[Detail
�� Tax Districts . _ _ Updated 2/12/2014 �ode Acres Land Imp.
1 � State of Wisconsin 61-RESIDENTIAL 6.630 15,800 0
57 Sawyer County
032 Town of Winter 2-Year Comparison 2022 2023 Change
576615 Win[er School Dishict Land: 15,800 15,800 0.0°/
00170D Technical College Improved: 0 0 0.0%
Total: 15,800 15,800 0.0°/
+ Rewrded Dowments Updated: 30/31/2011
O QUIT CLAIM DEED
Date Remrded:4/15/2014 390013 �property History
� CERTIFIED SURVEY MAP Parent PropeRies Tax ID
Date Recorded: 1/7/2014 388973 57-032-2-39-0533-1 03-000-000020 35594
O WARRANTY DEED
Date Recorded: 10/18/2011 374969
HISTORY O Expand All History White=Current Parcels Pink=Retired Parcels
O Tax ID:35594 Pin: 57-032-2-39-05-334 03-000-000020 Leg.Pin:032539331302 Map ID:31
41745 This Parcel Parenfs Children
https:lltassawyercounrygov.orgl/Access/master.asp ���
Real Estate Sawyer County Property Listing Property Status: Current
Today's Date: 8/22/2023 Created On: 2/6/2007 7:55:59 AM
�. Description Updated: 10/20/2021 �., Ownership Updated: 10/20/2021
_ _ _
_ _
Tax ID: 35593 LARRY J & VICKI R WINTER WI
PIN: 57-032-2-39-05-33-103-000- CLEMENTS
000010
Legacy PIN: 032539331301 Billing Address: Mailing Address:
Map ID: .3.1 LARRY J & VICKI R LARRY J & VICKI R
Municipality: (032) TOWN OF WINTER CLEMENTS CLEMENTS
STR: S33 T39N R05W 5147N VERMEDAL RD 5147N VERMEDAL RD
Description: PRT SWNE, CSM 6/239 WINTER WI 54896 WINTER WI 54896
#1245, INEZ J CASE - LC
Recorded Acres: 0.810 i.� Site Address * indicates Private Road
--_
Lottery Claims: 0 5147N VERMEDAL RD * WINTER 54896
First Dollar: Yes
Waterbody: Winter Lake v.., Property Assessment Updated: 6/8/2022
Zoning: (R-1) Residential One 2023 Assessment Detail
ESN: Code Acres Land Imp.
�.
G1-RESIDENTIAL 0.810 76,100 268,500
1..; Tax Districts Updated: 2/6/2007
__ __ _--___ ---- -----
1 State of Wisconsin 2-Year Comparison 2022 2023 Change
57 Sawyer County Land: 76,100 76,100 0.0%
032 Town of Winter Improved: 268,500 268,500 0.0%
576615 Winter School District Total: 344,600 344,600 0.0%
001700 Technical College
'�.; Recorded Documents Updated: 10/Z4/2007 (.� Property History
._ _ _
. _ _.
,..; WARRANTY DEED N/A
Date 389348
Recorded: 2/12/2014
�.,� EASEMENT
Date 401705
Recorded: 6/27/2016
.••; TERMINATION OF DECEDENTS
INTEREST
Date 389347
Recorded: 2/12/2014
,.
i..; WARRANTY DEED
Date 350726
Recorded: 12/7/2007
�:., PERSONAL REPRESENTATIVES DEED
Date 348299
Recorded: 8/13/2007
1.., LAND CONTRACT
Date 170051 307/523
Recorded: 6/19/1979
,:, WARRANTY DEED
r
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� � Notes
�.� � Q�2 0.0 Miles DISCLAIMER:The information shown on these maps has bcen oc;a�,ned from vanous
suu«:es,and are of varying age.reliabiliry and resolution.These maps are not intended tu be
used for navigation.nor are these maps an authoritative source of informa�ion abou�leyal land
ownership or public access.No warranry,expressed or implied,is made regarding accuracy.
NAD_1983_HARN_Wisconsin_TM �: ��� applir,abihry for a particular use.completeness.or legahry of the mtormation depic�ed on this
map.Por more information.see the DNR Leyal No�ices,veb paye ht[p�.r,dnr.wi.yov9eyal�
� � ��' � r .
Date: 08/21/2023 - 11:52 AM � . � �'
Design Name: Post Frame Desig er /�C�e/L 5�C� � ��Si ���,� �,
Design ID: 315258929877
�V � �
system v Est�mate �o: �6792 `, PC�ST FRAI'�/IE
Estimated price: $24,755.81 * � U�r� �
*Today's estimated price,future pricing may go up or down. C �.I.� M��
Tax,labor,and delivery not included. J
How to recall and purchase a saved design at home How to purchase at the store
1. On Menards.com, enter"Design&Buy"in the search 1. Enter Design ID: 315258929877 at
the Design-It Center Kiosk in the
��� .❑■ bar Building Materials Department
� �' 2. Select the Buildings Designer
OR 3. Recall your design by entering Design ID: 2• Follow the on-screen purchasing
I 315258929877 instructions.
� 4. Follow the on-screen purchasing instructions
F100R PLA�I
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For other design systems search "Design 8� Buy" on Menards.com Page 1 of 7
Design#: 315258929877 �• � � Post Frame Building Estimate
Estimate#: 16792 Date:Aug 21, 2023 11:52:51 AM
Store: RICE LAKE �
Elevation Views
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For other design systems search "Design 8� Buy" on Menards.com Page 2 of 7
Design#: 315258929877 � Post Frame Building Estimate
Estimate#: 16792 _ Date:Aug 21, 2023 11:52:51 AM
Store: RICE LAKE "
Building Information Roof Information
1. Building Use: Code Exempt 1. Pitch: 4/12
2. Width: 32 ft 2. Truss Spacing: 8 ft
3. Length: 56 ft 3. Roof Type: Pro-Rib
4. Inside Clear Height: 14 ft 4. Roof Color: Brown
5. Floor Finish: Dirt/ Gravel 5. Ridge Options: Universal Ridge Cap
6. Post Embedment Depth: 4 ft 6. Roof Fastener Location: In the Flat
7. Footing Pad Size: 14 in x 4 in 7. Endwall Overhangs: 2 ft
8. Sidewall Overhangs: 2 ft
9. Fascia Size: 4 in Fascia
Wall Information 10. Soffit Color: Brown
1. Post Type: Columns 11. Skylight Size: None
2. Post Spacing: g ft 12. Ridge Vent Quantity: None
3. Girt Type: Flat 13. Ceiling Liner Type: None
4. Exterior Wall Panel: Pro-Rib 14. Purlin Placement: On Edge
5. Exterior Wall Color: Tan 15. Ceiling Insulation Type: None
6. Trim Color: Brown
7. Sidewall A Eave Light: None
8. Sidewall B Eave Light: - None ACCessories
9. Wall Fastener Location: In the Flat 1. Outside Closure Strip: Standard
10. Gradeboard Type: 2x6 Treated Gradeboard 2. Inside Closure Strip: Standard
3. Gable Vent Type: None
4. Cupola Size: None
Interior Finish 5. Gutters: No
1. Wall Insulation Type: None 6. End Cap: No
2. Wall Liner Type: None 7. Mini Print: Hardcopy and E-mail
3. Roof Condensation Control: None
For other design systems search "Design & Buy" on Menards.com Page 4 of 7
Design #: 315258929877 . •• � ��' Post Frame Building Estimate
Estimate #: 16792 ,/�, Date: Aug 21 , 2023 11 :52:51 AM
Store: RICE LAKE
Doors � Windows
Name Size Wall
Service Door 36"x80" 1-A
Overhead Door 12' x 12' 1-D
Overhead Door 12' x 12' 1-D
Floor type (concrete, dirt, gravel) is NOT included in estimated price. The floor type is used in the calculation of materials needed. Labor, foundation, steel
beams, paint, electrical, heating, plumbing, and delivery are also NOT included in estimated price. This is an estimate. It is only for general price information.
This is not an offer and there can be no legally binding contract between the parties based on this estimate. The prices stated herein are subject to change
depending upon the market conditions. The prices stated on this estimate are not firm for any time period unless specificaliy written otherwise on this form.
The availability of materiais is subject to inventory conditions. MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO
RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY MATERIALS STATED HEREIN. All information on this form, other than pnce,
. has been provided by the guest and Menards is not responsible for any errors in the information on this estimate, including but not limited to quantity,
dimension and quality. Please examine this estimate carefully. MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE THAT THE
MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF WIDE VARIATIONS IN CODES, THEf2E
ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS. THE PLANS AND/OR DESIGNS
PROVIDED ARE NOT ENGINEERED. LOCAL CODE OR ZONING REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY
ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION.
For other design systems search "Design 8� Buy" on Menards.com Page 5 of 7
Job Truss Truss Type Qty ply
QTREC0553361 P1E COMMON 2 � Job Reference(optional)
Midwest Manufeciunng,Eau Clnire,WI Run:8.2 S U Jan L 2018 Po�ini:8.200 S Jan 222018 MiTek Indusines,Ina Thu Jul 19 13:44:33 Page:1
I O:rrztRZIm4�ApRy IILEFGDrzBlrx-Uh IMc 7 e17SNC321 STgvOBnLTIw69CZL8blq?mbywUNi
16-0-0 32-0-0
16-0-0 16-0-0
Gx8n
4
6x6- _� �_`` 6x6- 4x4-
� � 4x4 4x4� �4��� 1$ 4x4�
ti
v� vi ��
1 7
-7314 -
4x8= Zx6i� SxB= 2x6i� Sx8=
5x8= 4x8=
Scale=1:81.3 32-0-0
Plate Offsets(X,Y):[1:0-1-9,OQ�],[5:0-1-2,0•3•0],[7:0-t-9,0-2-8],[9:0-0-0,0-6-0]
Loading (psf) Spacing 4-G-0 CSI DEFL in
(loc) I/defl L!d PLATES GRIP
TCLL(roof) 20.0 Plate Grip DOL 1.15 TC 070 Vert(LL) n/a - n!a 999 MT20 197/144
Snow(PslPg) 34,0/60A LumberDOL 1,15 BC 028 Vert(fL) n!a - n!a 999
TCDI_ 4.0 Rep Stress Incr NO W6 0,62 Horiz(7L) 0.01 7 n!a n/a
BCLL 0.0 Code IBC2015fiPl'L014 Matrix-S
BCDL 1.0 Wei�ht:191 Ib FT=15%
LUM BER BRAC W G
TOP CHORD 2x6 SP 2400F 2AE TOP CHORD 2-0-0 oc purlins(6-0-0 max.).
BOT CHORD 2x8 SPF No.2 BQT CHORD 10-0-0 oc bracing.
OTHFRS 2x4 SPF Stud•ExcepN S72:2xa SPF No.2
SLIDER Left 2x4 SPF No.2--3-5•8,Right Dc4 SPF No.2--3-5-8
REACTIONS All bearings 32-0-0.
(�)-Max Horiz 1=-180(L.0 13)
Max Uplift All uplift 100(Ib}or less atjoint(s}except 1=-183(LC 8),
7=-204(LC 9),6=-fi84(LC 13),9=-206(LC 8),10=•686(LC 12)
Max Grav All reactlons 250 Qb)or less atJolnt(s)except 1=63G(LC
1),7=636(LC 1),8=2065(LC 19),9=1090(LC 18),10=2065(LC
18}
FORCES (Ib)-Max.Comp./Max.Ten�-All forces 250(Ib)or less excep[when shown.
TOP CHORD 1-2=-448/165,3-14=-568288,4-14=-544l315,4-15=-544/289,5-15=-568.+261,G-7=-448R7
WEBS 4-9=-1070/236,3-10=-1990/687,5-8=-1990l686
JOINT STRESS INDEX
1=0.41,1=0.19,1=Q23,1=0.1Q2=0.00,3=Q29,3=0.55,4=0.85,5=0,29,5=0.55,6=0A0,7=0.41,7=0.19,7=0.23,7=0.10,8=0.58,9=023,10=0.58,11=
0.25,12=0.55 and 13=0.55
NOTE5
1) Unbalanced root Ilve loads have been consideretl for this deslgn.
2) Wind;ASCE 7•10;V�It=105mph(3-second gust)Vasd=83mph;TCDL=2.4psr;BCdL=0.6psf;h=25ft,Cat.I;Exp C;enclosed;MWFRS(envelope)exteriorzone;cantilever left
and dght exposed;e�nd vertical left and dght exposed;Lumber DOL=1.60 plate gdp DOL=1.60 (AcWal dead loads used per ANSIffPI-1)
3) Truss deslgned for wind loads In the plane of the truss only. For studs exposed to lrind(normal to ffie face),see Standard Industry Gable End Details as applicable,or consult
qualified building designer as per ANSIlTPI 1.
4) TCLL:ASCE 7•10;Pr-20.0 psf(roof live load:Lumber DOL=1 15 Plate DOL=1.15);Pg=60.0 psf(ground snuw);Ps=34.0 psf(roof snow:Lumber DOL=1.15 Plate DOL=1.15);
Category I;Exp C;Fully Exp;Cr1.2;Unobstructed slippery surface
5) Roof design snow load has been reduced�account for slope.
6) Unbalanced snow loads have be�considered for this design.
7) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bott�m chord �
8) Dead loads shown include welght of tiuss. Top chord dead load of 5.0 psf(or less)is not adequate for a shinyle roof. Archltect to verify adequacy of[op chord dead load.
9) Gahle requires continuous bottom chord bearirc�.
10) Vertical gaWe studs spaced at 8-0-0 oc and horizontal gable studs spaced at 2-0-0 oc.
11) This W ss has been deslgned for a 10.0 psf bottom chord Ilve load nonconcurrent with any other Ifve loads.
12) Provide mechartical connec[ion(by others)of truss to beadng plate capable of withstanding 1821b uplift at joint 1,204 Ib uplift at jofnt 7,2061b uplift at joint 9,6A51b uplift at
jont 10 and 683 Ib uplift at joint 8.
13) This truss is designed in accordance with the 2015 Intemational Building Code section 2306.1 and referenced standard ANSIlTPI 1.
14) Graphical purlin representaHon does not depict tho size or the orientation of the purlin along the top and/or bottom chord,
LOAD CASE(S) Standard
Job Truss Truss Type aty Ply
QTREC0619293 P1 COMMON 5 �
Jo6 Re(erence(optional)
Midwest Manufaduring,Eau Clatre,WI Run�8.4S DAuq'162D21 Print�8.40D SAug 16 2021 MTek Industries,Inc.Wetl Jun Ot'I��OD��9 Page:1
I O�pFXXLi1 NZMeSc_Ykq�2qsFzoXhg-fGk4v8rXFuhE500 a a UL?rA_ecSmuvWq?ijmX4eAgNo
6-6-1 11-30 16U 0 20-9-0 25��15 32-6 0
Cr6-� q-9-0 4-�0 4-9-0 430 Frf'r�
ioxiz=
4
^u6�i _'� 7x6n
4�Z 3 /�.--� 5
� 3x6r » T� T� �8 3x6z
2 6
�S
��� ��
1 '` 7
a�-� a, e,
10 9 8
'IOx�2= M18AH5�'12= "IOu12=
M18AHS 9u�8= � M18AMS 9nt8=
i �y-�o , zo-so , s2-o-o ,
� 11-30 �5-15 1'I-3 0
Scale=1:53.8
Pia�e ottsets�C,v����:o-a-iz,o-o-o�,p:o-a�z,o-o-o�,�s:as o,ao-a�
Loatling (ps� Spacing &o-0 CSI DEFL in (loc) Udefl Vd PLATES GRIP
TGLL(roD� 20.0 Plate Grip DOl 1.15 TC 6_65 Vert(lL} -0.54 5-10 >711 Z40 M18AH5 1861179
Snow(PS/Pg) 34.0(60.0 LumBer DOL 1.15 6C 6.98 Vert(CT) -Ob2 &10 >618 '18� MTZO '197f144
TCDL 4.0 Rep Stress Incr NO W8 D73 Horz(CT) 0.17 7 n!a n!a
BCLL 0.0 Code 18C2015ffP12Q14 Matrix-MSH
BCDL 1.D Weight 238Ib FT=15%
LUMBER BRACING
70P CHORD ac8 SP Z40�F 2.OE TOP CHORD 2-40 oc purlins(2-9-4 max.).
BOT CHORD Dc8 SP 2400F Z.OE 80T CHORD 7-60 oc bracing.
VLE85 ac4 SPF Stutl'Except'W3�ac4 SPF 1650F 1.5F WE65 1 Row at mitlpt 2-10,6-8
REACTIONS(Iblsize) 1=4995fo-�8,(min.o-4Z),7-499510�5�8,(min.o-42)
� Max Horiz �-186(LC 13)
Mdx Upllft 1-1024(LC 8),7--1D24(LC 9) �
Max Grav 1=5061(LC 16),7=50D1(LC 17)
FORCES pb)-Max.Comp.lMax.Ten.-All forces 25D(Ib)or less except when shown.
TOP CHORD 9-Z-72453f2519,2-17=-1039�lZ073,31 7-1 021 5209 0,3-4=-10463I2Z54,45—�0463/Z254,�78='IOZ15lZ091,
6-18-1039VZ074,Cr7=-12453f2522
BOT CHORD 1-10=2387l11679,310=1268f7525,8-9=1268/7525,7-8=-2Z61/11679
WEBS 3-1�=23251431,�8'-23Z51428,Z-10=-2Z60161�,41 0=84714 4Z5,48--846I4425,CrB=-2250f617
JOINT STRESS INDEX
1=0.52,Z=0.78,3=0.66,4=0.71,5=�.66,6-078,7=0.57,8=0.73,9=D.47and'10-�73
NOTES(12j
1) Un6alancetl roof Ilve loads have been consideretl for this tlesiyn.
Z) Wind�ASCE 7-1D;VUIt=�OSmph(3-second gust)Vasd=83m ph;TCDL=Z.4psf;6CDL=0.6psf;h=25R;Cat.I;Exp C;Enclosed;MWFRS(envelopeJ;cantilever leR and right
exposed;end vertical leR and right exposed;Wmber DOL-1.60 plate grip DOL=160 (Actual dead loads used per ANSIITPI-1)
3) TCLL:ASCE 7-�0;Pr-20.0 psf(roof live load�Lumber DOL='I_15 Plate DOL=1.15);Pg=66.0 pst(ground snow);Ps=34.0 psf(rooi snow�Lumber DOL=1.15 Plate DOL=1.75);
Category I:Exp C;Fully Exp.;Ch1.20;Unobstructed slippery surtace ,
4) Roof design snow load has been reduced to account for slope.
5) UnBalanced snow loads have been considered for this desiyn.
6) The bottom chord dead load shown Is su�cient only to cover the truss weight itseif and Uoes not allow for any additional load to be added to the bottom chorcl.
7) Dzad loads shown indutle weight oftrusa Top chorcl deatl load of 5A psf(orless)is not atleyuatetor a shingle roof. Architect to verify adequacy of top chorcf tlead load.
8) All plates are MTZO plates unless othenv�se indicated.
9) This truss has 6 een designed for a 10.0 psf bottom chortl live load nonconcurrent with any other live loads.
10) Provide meohanical connection(by others)oftruss to bearing plate capable oR�nthstanding 10241b uplift atjoint 1 and 1D241b uplift atjoint 7.
11) This truss is designed in accortlance with the Z615 Internatlonel 6uilding Code section Z306-1 and referenced standarU AN51!!PI�.
12) Plate Approval Numhers:ESR-1988 and ESR-�352
LOAD GASE(S) Standard
I� I I' f III Iilli)�i)
I�, I I I I I �I I 1►I I I
DacI�•T`?? ""
,�,��: Fti�
Tx:4v�;'223
uoc��:viENT no. AFFIDAVIT OF CORRECTION 44��49
PAULA C�-iI55ER
THIS FORM IS INTENDED TO CORRECT SCRIVENERS ERRORS. ���ISTER�7F DEEDS
��4WYER CflUNTY, VVI
THIS FORM CANNOT BE USED FOR THE FOLLOWING PURPOSES ��Ifl6/20�3 �9:00 i�lM
WITHOUT THE NOTARIZED SIGNATURES OF THE C,RANTOR/GRANTEE" aECCDRDING �EE 3{I.00
• Altering boundary lines • Altering title/ownership
• Adding property • Deleting property P+�G�S: 3
AFFIANT,hereby swea�or affirms that the attached document
Recorded on the '�q Day of �q;,�S-j- ��� '� (year)
in volume k , x , as document no. i.,���,, ���
And was recorded in the Register of Deeds of S u i,�,�.�jr
County, State of WI,contained the following error
(if more space is needed,please attach an addendum): RECORDING AREA
N:1�1E A�D RH;"I'l`R\ADDRESS
oll
��1(.v C r�.t`.-� ��U�(1�` c��S C.'V��"�'� S a w��T (i���✓t-Yt� 7 pvl t+'lcj
l l�� 1 O ��i�1 S�1"� S i.t i� � y �
Nay�,,va�'�i , wt S�-� �ti 3
The correction is as follows(if more space is needed,please attach an addendum
S-e,2 E"X t�i b�'c � �
�ar;�1 � b3�— S 3�i- 33-- 13lS
D"� �- S3<; - 33 1301
A complete ori�inal or copy of the original document must be attached.
Dated this 1���' day of �',��a.py�,�1,�,r , �.p;�3
Affiant's Signature type name below) Grantor's Signature(type name below)
�\Liti2 r✓r 5
Grantee's Signature(type name below) Grantor's Signature(type name below)
Grantee's Signature(type name below)
STATE OF WISCONSIN
COUNTY OF �CtW��C�,� � „ SS.
Subscribed and sworn to(or affirmed)before me this �'�� day of ���{''��r ��� .
�VA �L�J�./7�C� �tYpe I]atlle b2I0W� ��������������j�;�������
Z ry � ,
�� s l� ,.. ... '
ublic,State of Wisconsin ,: �O�ARy �'•, ':
y ommission(expires)(is): �� ���: T.kw�irrstrum�nt i�drafted by M 1 Lk��12 Httv'r�S
G
: d+�;•. �.-
*Grantor/Grantee as described in Wisconsin State Statutes'•7,,�'�50/�r�/�Kv '��SG�;.��sWRDA/WRPLA version VI-00/00/0000
���Hq��N����M��,
, L;at �ne (1) of Cer±i�ied Sur��ey Map No. 7957 reco�-ded in the Register of Deeds
�or Sa`�ryer �ounty, o�'i�consi�l �r� �a,�u��.37 7, �4�Y, ��: ���I,.:��� 33 ���P:-.*�€ie�
Survey l�-�aps on Pa.ge �3, as Document �To. 388973; being part of the S'��V 1/a of the
1\�� '/a of Section 33, To���nship 39 I`Torth, Range 5 «'est, in the To��r�n of�'�'inter, '
Sa«��7er County�, Wisconsin.
�� � 3ti ����
That part of the Southwest Quartea~ of the Northeast Quartea-
(SW1/4NE1/4), Sectaon T�nirty-three (33), T'ownship Thirty-nine (39)
North, Range �ive (5) VVest, more particularly described as shown on
Certif�ed Sua-vey li�Iaps r�corded in Volume Six (6) of Certified Sur-vey
1V�aps, page 239, Survey No. 1245.
�f�� � 3 a�� 3�_i �
� ' RESTRICTIVE COVENANTS �G-�I���i il 1f��l) I�I��I I
� � � r,.��?�:��'3��i
IN RE: ix:404707?
4�612fs
PAULA CHISaER
�EGISTER OF[}E���
�AWYER C�U11lTY, WI
08/29/2023 08:14 AM
��CC���3$nita E�� 3U.(1�
PAiG�S:��
Return to:
Sawyer County Zoning
10610 Main Street
Hayward,WI 54843
STATE OF WISCONSIN )
) §
COUNTY OF SAWYER )
Parcel No. �`�„�5��� — ��-' ����
Parcel No. � ��' � 7`1- 3 �� - I �i0 I
�itrYH 1 � U�LIc-t ►< Clevhe�-�-S , being first duly sworn on oath depose and state that they are
�
the owners of the property described hereinabove, and further state that the following restrictive covenants shall run
with said property described herein:
1)The above described parcels may not be sold separately without permission from the Sawyer County Zoning Office.
Dated this day of , 2Q�.
'Print Owners name L �r�� (_l e I�P�� *Print Owners name
�
ACKNOWLEGEMENT
STATE OF WISCONSIN )
) §
SAWYER COUNTY )
Personally came before me this �- day of t� 1,(, � 20�3 the above named individuals,
L-�s��y � �e�''��"� to me known to be the persons who executed the
�
foregoing instrument and acknowledged the same.
r
(Print ary me) ���y ��I��'`���•,
,,,�,���a�err�qq�..
Notary Public, State of Wisco Slfl ;.`�y�(.�ZL��S,��'.,���Thisdocumentdraftedby:
My commission expires ( ,'�1Q;••'� � n�.;c.i,��ii r �ar��s
• �p��Ry.' _
- _._ -
N'• '°UB1^�G .•�2;
:�, �•. .
,' • `��:
',.,yT�OF•�`SGO`�r
'��,,,,����������a•
, ]Lat �ne (1) of Cer*i�pd Survey Ma� I�To. 7957 recorded in the Register of lDeeds
1�0�' .�8�'1'�'eI' i 011IITV� ��'isconsin �r� eia.l�Yai Z' 7� �c.��Y� ::: '(T^1'.:�2� ?3 ::��Pr.�i�le�
Survey l���aps on Page �3, as Document �'o. 388973; being part of the SW 1/ of the
l�'� '/ of Section 33, To`��nship 39 North, Range 5 ��4�est, in the To��•n of�'4'inter,
Sa«�3�er County�, VVisconsin.
�,� � 3� ��, ��
I
446126 2 of 2