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oorroTsreercansmucnonuqnul:oFxyrtsn._a �,�rE.�. ._ . I
me�,��e.�or,na.w e.<._,2��arin,ani b rt,w,.�u�.`��;�r¢f}d��i��ooHc+mnMusTnes�mm�e puoorrora(NOPENat� O
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..a,.�. I o�y 3� i o�I e5 r�..��: � Occ ;ay '
FnmllbWerlaet�oE !UNNmer �(1a�lOMner -GBfontractor �MalCenbanar i
VropeM1y/land wilhin 300(eet af Ni�.Sbeam lR+ i�ay�e SttucN2 is hom 51p�eflM: ( M W�� !
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I� 4eekorUnEwaNsideefFbodpleini IfY�s-ront�nue �� . • `.• r�
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� kYmOMM/�aMYntl�inlaWhetdialre.00ndarqo�e OnnroeSvunu�ekM1am5lwrt : Yss Yo
I Ifyez-car.tin�e-► feet �
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ValuertTimeW ��� ���� Tob19oF WhxT
rpe 6 Capadty k the
�"'"0�,°"O" IHause.P�eeshea.aea. �� (edsemerrt, eep1Oi se.erl5anb.r5rstnMSl
'�_ � ' nddttwn.ec_I Crowlspace, mnsiruciion
ti..«mi.c.�a. Lf#xPenteN Sbb)
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Murosed use � Aaposed swmlre oimeM�an F0°�e Gnee m
(m�ItiV�y Pa Ni�Mst
rtdy� Ye�k
Nesidmce ( X �
F[.
wi[h InO Aory or lok � X �
Ft.
wkn 0axmeirc � % 1
f[.
_.Residential Use AnachM Ganee I x � H
AccessM'Strvc[ure1�.W�i -....__ � � 1%.' . � .. - .
�Agriwhural u�.e,.,. � ' - R. -
�� Temponry Guest quarters m Bunkhause(�r��.� ( x �
FC
�(amm aal/ oeck/Vortfi/iaHo ( x �
R.
Industrial Use � X �
(I"�D¢h/Porth/Vrtio Ft.
L.Municipal Use � X �
Othlflr�Yml FL
7 ane� � vri�vaisnum,�:�ac+Km�.,�. e.�„ w�.c��. �� X ? ��G�! 3
FL'
� � % )
llddi[ion/N[!n[ion I�.d+:ni F[.
ToW hablbble square tee[: n�� Toeal NOMubibble sqam feet
f (aecY.s.OMb•�B+'aBe+��s,sivrasearea&o[�ers�rvtures�
. wN.*:-�-Mauae woaan aw semiu mP�M�aib nulin6�.�oals, �
I�f%�1'�W�r NMr YFlr�+.•fbl1T�]IW WlIWMS ,
SeWad� Setbad�
�p� \INAlldnend � I/NARtl11e11I5
Se[back from the fe�rte�Nne of FattM RwJ arM/w e[ Se[back fran the lake(o.m..rvne�—•�•�^�) / � ��
SeMackhomNeEsdWi�eARitM�of-Way Feei Setbackfr«nMeniver,5veam,C.ee4 Feet �
� Se'backtromthelluRr,�yr.de I ..feet �
� Setpack from the Nvt�lot line Feet I � �
SetbackbamMeSouffilotUne I Feet � Se�baakimmWeebnA Fee[
Setback from�he Wert Lot fine Fee� ', Slape wiM�n area af conrtrvttio.�/tlhtu�baMe %Sbpe
____.
r5et�ack kom[�e EaA Lot tirie Feet '� fleva[ion of Fbod lain ' FM
_V_'___ .._.. _
I
� 5e[back[o5ep[iCTankorHddn�TaM Feet SeNa[YtoWell fM
�SetOack;o Doin Field Fee[
�SrtbackmVrivy�eortable,CanposGrg� � Fee[
� .... . _ .. �:r..:r�i:�r.. r.'��'.::.:�-... � � ... ..i-�e �.t�.WunE�'Y�.��eFOr�w��F�i[5�•� . ..hemeai�.eE C -�ii'iPl�;,ra.c
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Cl�4Ld[!411pGMp61Af�MlL�NOO�l4�0M![f���]Ib 01�1V 9fFiClSfIqI�MJIllOMOf�Klf�fG�b!ZCNn(�fl{ROI��1!/y YA�4lltll,l�llG If i
AI1�dCf�S fCf1f14lRd iTplMd6�
(alcuWte lot area: ���,/� /��J
i IMicateblsi2hamC5MorNOWS(<irtleone�� � �� Aaes;MWtIpN6Y4�S60=Lotarea:y7�ti"� tJ� I�SQoa�eFoo[age
��. GladateNnperviouzsv�facearea:
: Deeermfne Me total sim,in spuareleet o1 your orojecb Ih�ee nbwe fintluAe eavesl:�.�7_.U��psG k.
'. Determine the[otal sixe,in sQuare feet,of all existing roo!¢tl structures�viduAe eaves�: �/�r I sq k.
IDetominet�emtalsize,insewrelee4�a11existi�paveE/ErickeE/Ubctedsurfxes�. � / � spk. !
ima me:e me+w�eme�u w ee�e.m��e wvr�m�,.,ws s�na�es: ��so n. !
j f�culareimperviwsb[percerrca6e
� Totalimperviouswrtace:�V�o =LotareaL'�CC7�75ah.%100=imperviouswAace��C� u 9: '�
IM ow��..rn�vmn�cy ore�c ssal �
•••����h 6r+�60��M needs b beobbned'dSemA4d aw iswiNe the ShorthM Q'Wrt u indratd m orevious V+R antl meels aftau bNw•••
Grading on a slope�eater Mm 20% GraJing o/more than 1.DOO Sp.Ft.on 12Yr20%slopes
• Graaing of mwe t�an].00O Sp.Fc m Sbpes Ins W n 12X - Gratling is in excers of 10,0005q.FC �
uvr r... _. .. _ '
rlwelaerla.e�ra�tlnsapyYca�anf��6anvammW�ryu�S�temam7� be¢nmmircaW -1�)aMmrM1eees:ofm�lourlbwWetleemebele�rt::numror.enane
. ranple�e. i(welxw»iea6e��ati1�I�Nrelropomrbklwmeaerz�laNxc�racydaxinixmanon�IwelamlarelMo'�tl�ngaMMatkw�NbeiefxMupenby5awrer
fnunty in EePerm�nir�gwhether co issuea pem2.1 fwelfuNie�d(tep[IlahJtt4 y'Mch mi�be�resuF of$TvylrCvuMy rel}viC��s inbrmatqn I(�l arn(yel Ma'�d��RT o.
' wan:nrsapperxun.il�I�mtrocounryoRiaahNaB�wqna0mirxshrmgmunryorpmarcutolw��ea«astotneabwetlescnbedpoperty»anyreasowbktimefwit. I
puryosec`msoe[twn.MEitipnNly,the��Mengredperso slM1erebyg�rPpem�ss�oniora¢essly�M1e�pr�y�p[ynsrteinsPectqnbyMwc�palONculs. '
�. �///�///� _ �j�����' �n:.� �'.Cy�y�s?.o�- /C...V �'`� 1 /� /� �
� Spnahne / �����( i!'"/lATJI Q v nn' Rd�ume/�K�' Y�/I�...SZ`V/�/"� Dm � 7 a�4'��
vouareresponsibieforwmpM1+ngwRhthereyu.mrm dMeSawie.counMzw.rsordM iwwane.es i� sorNesneedw�cc�:N.r a.eamrespowwe�w
(pnprys�5ril�XsbaMfetleMlmmr�ee�rWpmNbuc(ion wplbntla.YYa.eMit2ims iaiNrt[e�omp�ymryrezuMinr movalcrma�Fcarronolcanvinrct:on
�nm.roixn�ne iaw w ameroeny�kv or cmn-Fo.more�lormxiwi,ris(�I�e C¢pMmNKM N{yiN RSpw[6wCtlMtli iElnl�IKdlOn w=b pi(P O�CO�tdtt.l CPOdrtmpnl W
�i na:ual.eou2ai xervi[e Ccrtter 1�8)36J-3125
� �swance In(ormation(Wurrcy Use onry) sv�wn��mx.: q0 ��, s ot eedrooms:O_,L.LJ�( -,�Jw--
v i rw.
ve�m2 oenfed(�ml: Pcasan(ar DenW: ..
I FmnRn: . iuuNga6enc Wte: I
� ay - Oc� ! .
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Isvarrelaw4sbMaralnt � rc {omeMurrce� kisationnea���ee ' ves ��xo �
hhRelinCommonOvneMip .Yc �vusee/fsircpaucbqsll
IsS�rvtturcNM{nnfOfming Y!S N Mi[igatpnAtta[11etl I Y!5 � NO '
GrJMeAbyVa�iantt(B.OA� ', GrsnteEbyCOMicionYUse
... � �. "° ---�Kt �.: �o -oi q I
Wss P+�aI legaM Ueatetl i res na Wwe vipppny tir�es nepreumed b�owner ��i ves No
wasc,oposeA�Ningsaeoe�mcaeea i res no wasPmceMSurveved 'i, vc _ _ -Mo
Ofice Commenb. .—_�— Zone Oi#riG: '.. Fce:
I- :�- lkr� al � A' � �NS� �
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I Now ior Sanrcan': _ I Noia=�.:-_ . __ -,m vm nf(aavic _ j �cic:m�oes� _ � —_---_-_�
�]x�1�20
rtf ra nYYu(ATIUN FUft LAND USE VERMR
Sawyer Co�mty SAWYER COUNTY,WISCONSIN
2oning&(nnservatlen Depart. � —�
10610Main5l5ulte<9 n,�.s�n.. , �
?ayxartl,l4�5C8E3 �
( 5)636d2l8
� �a��y�a3
.2�;.�.e�b:��,�����.���,�_ �
- . . �... , .... !lAen�ln� ..-,.,:'JSTbesubm;tt>d iILLOUTINIMf(NOPENCIL�
..._.o _e .�.ai.. .. ;��a a�
hI ..— — ._ C nd+ 11 am. ...._— _—_—__—1
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G�o4ah�y Uv,u ��;��(�a��l fi, � _ �I r ;
i sma2x�./�3.�.i I:I,JJS�/��-���.h()C-�(. � ��m�nea,,:j:�3.�i,.�.�L�Ja.�i ��fl�t�pi'.'�(1
CVU(J�/'L{�r��Zil��$— — �ano�e--- J(J %G�J �/ ��-/O-�-�--
I
i>m�e
O�i�/
I 7�S"(eQ�'3
� �e •ka(�cnStl�u�}��,.��i, '�ahoo�!'�.>✓r�� �„�:
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Em.��: "' 3 i - u?.��k'Hr•�J� c eud� ���b,:'_ ---
O(�y 3`3 I o�l e5 ._ i _�� �OLc �r�c.� -----
IenMEeBYery� ...CallOwne�� �lailOwner '-GIIWnlntto� �MailContnMr �
� operty/Ia Ewl� 3001re i 5 am�w d St �I h� SM1or line I yeurVmperry .
� � fM . Iuadpl� nE� '�
I��i�.��n � < b � , e, o� �. j�3 _1 :�,���" �
i bYro�lWOh�toflake,PoMorFlowage ndnre5nuctvrt hhamSMreW�e '� Yes
._..-.�-_,_—� len , � . No .�.
��� ' If yP�.. � ���.
L _.._.____.__----.__! _. I.._�
nm�a�.a�a ..._—.. _ .
v.xrnnmea oeaoibe v�ece �., - .._--- ,
V� M Fwnda[ion T���� WhrtT
CampleUon q � flum0er y y��y Ype 6 Capatity h the i
eo�n��� I�o�x.�aga:n�a.eK�. ��a�s Isasement. I I pos� Sewedsanrtro.y5yrte�s)
ime&maie�u: adauion.etc..l Crawlspaa.
unu�r�eep siaol I onst�,�c�on �
—_I
t �i
__..�` .—_. ___ i
s o00 �°ra ; �. S�� � --
���.�,. �� �.� � �
�----- ---- _ _
5
man'ro./�nemw. — ��
_—_ I__.____._.—
� �
� �
I Height: I
TotalSquare lawest
Oroposed Use � Vroposed SfruR�re I Dlmensions Faatage Grade to ��
(mulGWy per Xighest �
story� Veak .
. __�__ .__ _.....__- _.___ ..
Rnidence �..( x � �'� �'�.
F[.
with3n°smryorlofe � '� x �
_" ie.
wk�Baaemen� ( K �
. _ _._— —
F[.
AttacAMGarage � K �
��ResidentlalUse ..�__ ft.
./ nrl�mfv nivaure��.n.�� ....—_.. '�x� ' ��,n
��Agricukura� V_ i^^^w!v^�"y,.°,.°�E,«..n� �'�_ ri.
. _._.____._.__ __._..
UK TemponryGuMWartenorBunkhwfe(o.�a�n ( x ' I F[.
��yom erclal/ DecY/Vortl�/Vatb � � x � � I
Ft.
ineusa�ziux -- ... 1.__ % 1
�3"a)DxA/idch/Vallo Ft.
L�MunicipalUse ...-..- --�
ahero.o�,��. 1 % 1 �.
�Other ( x � ^c�
Pn�rciDalStructu uptiuwni.ca�mawi,Qic.I 'Sb S(� pV�l� R.7'C
Mdkion/Ntentlonl..W��.,� 'C�(� 1"�A�� � X �
R.
_ ._ _""".__
Total habkable spuare leet: msl Non-habkable spuare feet:
�J�JO feec�s,pa�ws,ganges,snMs,�iongearea&otne�svua�res�
_ . __ - - - -
- -- - ----- ------ ---- __---_ __ --- -
AttaCh a Plan or Sketch your Property on 8.5" x 11" or 8.5" z 14" paper. •Must' Include location and setback of proposed and eristi�g shuaures,roads,
driveway, sanitary componertts,we11,Wke. firer,stream.and wetiands. �
�_—. __-- — - -- - --- — ---- -- --
� p� — Setback ---- uon ---- 5��
� � MeasuremerKs � Measu�EmelrtS i
Setback from the CeMc�line of Platted Road and)or Feet Setback from thc lake(o�m�,�r�,�en-w,�.•m,�) i 1/ FeM �..
Setback from the Esdblished Right-of-Way � Feet Setback from the River, Stream, Creek I _L' Feet �.
.�_. -- - -- �- - --
Setback from the 81uff .+,00r,nei� I � Feet i
— - -- _— _--------�--- ----
-T -- i
rSetback from the North �ot Line ':, Feet � ;
Setback from the South Lot Line I ^'� Feet � Setback fwm Wetland h Q � Feet�
Setback from the West lot Line _ � �_ � Feet � i Slope wi[hin area of mostruction/disturbante 9G Slope
. _- - — � .. ----
( Setback from Ihe East Lot Line _i_ ._..__ .Feet I� Eievation oi floodplain.... ..____ .. _ _- ._._�V._�..�----F� '
� - � � -- _;
� Setback to SepUc iank or Holding Tank � Feet � Setback ro Well Feet�
� Setbacr k`o Drain Field � ` Feet j � .'
Setback to Priary (Portable, CompoSUng) � /3 Feei � � _�
. _ . . . . .. . . ,. . ,,., -.f,,. _. . � . .—,r �_ . . ... ,r._ tp w dt�es�.�ec�.. . ss� �• rr.eu, . . . . . . . . . .
. . - �. er . . •.,., tt �n � �.r� �
�,.: . . . .. . . .n r � . . . . � •. r �n:� . :.�,�r :•a. � � . �•i � y nr +aa 4:m�s' tx
i$ll ... .S .. ...�n Ir .Rl .. . .. . . r . �nd _p�t�_ i. .. � . ._ . ' ' . ... . . — _� � . . h. . . � � AV _C". .
J.5 'rlYt� .. Y .. . . ]�f t 'Cp��!'.Y . n♦ _I . 't.l.4r� � , . . . ] . ,_ , _. �
I
� .._� �..�_._.._.�..... _��
� W�Iculate impervlan wrfaces (Roofed.conaete.paved,and otM1er suAaces Mat water nnnot penetnte.The 2orring Office can hdp you determ{ne if a
' mrface Is considered imperviouz)
I �-y ;
iCalcutate �ot area: �((} �
i Indicate 10t size from CSM or NOVUS (<lyde one) _,_v��� ___,.._Acres; Muliipty by 43.560= lnt area: i„�� ' �1�SquarC POOtag¢ �
T
.� Calculate impervious wrface area:
Detcrminr. the lotal size, in square feet, of your projecta listed above (indude eaves):__�� ��(� sp ft.
� Determine the totai sire, in square feet,of all existing roofed strudures (indude eaves):_,_ 1�V�__sq h. !
j Determine the total sae, in square feet,of all existing paved/bricked/blocked surfaces:___� / �/ ' � sq h. '
Add these measurcmenu to detcrmmc total Impervious sur(aces:_..._P V " ,sq f4 '
i
; Caiculate impeMous lot percenWge -
�! Tntal impervious surfacc:� u�� -� LOt are2:o�C� 7��Sq h. X 100= impervious surfacc l.'��_� 96
(M2ptron��s reGd+et�<!::al r.cttd: 15%!
•••Notice a sepa2te Qrading permit needs to be obtained if disturbed area is within the Shoreiond diztrict as indrcated on O��rous Page and meeis cdteria bebw•" �.
--_-_--- —..__. �.- ------- ----- �
r Grading on a slope greater than 20M __ Grading of more than 1.000 SQ. Ft. on 1296-20%sloDes
__ — --
r Gradinq of more than 2,OD0 Sq. Ft. on Sbpes less than 12% • Grading is in exCEsS of 10,000 Sq. FL '
-A :.I:R': rt'.C3TAi!: f,V:A� i1r.S'ArTN..C.Jn�il . �'� �. :. - . �. ��.�:.r. '.t . tY+ '. . ": _� ,:;., ;�i.l
� i(we1 OecWre that th�s applicatan pndudm6 any accompanying .n(erma;�on)has been e�camineE hy rr (us)and to ehe xst of my(ourl��Ied6e and be1Mf 4 �s nue,mn<ct a�C �
complete. � (we�acknowledge that 1(we)am(are)resporeibk for the deta�t antl atcuracy of ai!mformanon 1 (we)am(are) pror.ding and that it will be relied upon by Sawyer
' County in Cetnm�ning whether to issue a permit. i (we�furtfier aae{Y. Pablli!y wMth mdy 6e a rosuh of SawryE/COurrtV roiymg oa ffiis informat�on 1(weJ am(are)provding ir or
�' wrtn chrs appticaUon. �(wej consent to county oH�aals cf�arged with admiMstertnE caunty ordmances ta heve access to the above Ceambed O�aDertV�t arry rnasonabk Ume fa the
purpose o`fnsoect�on.AddRionalh�, the undersq(^rr persnn(s)hpreby gbp p=rr- Ss�ar fnr arrcca fa chr pro0erty f�r pnartr incnrction hy hlunic��val ONinais. '�,
� Sigature�L!�����L�1 ' �Q P�rinnredname.I'/Gt�S/ISL�.�li��� p� � 7 tYG'�� '.
" ..
- � � \�� _'o , . -, r � .::.,.. . . . ,.. . . - . - .
. �_. .... .� heloul .ovvn. _ta•rr Frvdrra' a . . . . . ... .. .
. . � T l . .KC� n .. . . ._ ..
Yoo are respOnsible for tomplyinp wRfi the repuirem�rr.x of tb�Sawyer fountn+R 2onin6 Ordinances vxl :aw arA ro2ulal;ons v�thr Statn o!wiacn�s�n. vou are ylso responslD�e lor
comON��6 wrtn State anC fedenl bwz concemu�g const�u:tion near or on wKlands, Iakes,anC +treams Failure ro comON�Y resu�t m.e�++ova,or moAfltation o(ronarn¢Yun
Ihat violrtes the law or othrr;xvlfles 0�[o5ti Fnr mo�e mlo.marwn,�nrt ihc departmem of naW�a�resources weUands �denUGcatron we0 page or contatt a de0artment of
nac drai r�cuurc¢+saMc! cCMer(fjp9) 267 1125
' — — _.. __� _ .__.�_, ___ . .._ .._._.___., . _"'._.. ._..._
i luuanec Information (Couoty Use Onty) �^�tary Number e or eeerooms:
- --- _ �.�_ _. '_ __,� __ . . . _- --
� Pcrmit Denfed (Date): Ressoe for Dcnial:
j
i
i
�.�______—... _.__._..____._._ __.______ ____.__.._.._____--.._�_—�_ �_
� CM�Ikx: '�� IssWngage�t: Oite:
' I
� .._.�. __".._.____ ..
i _. _.._._�.__ .__.......
1s Parcel a Sub�Stand�rd Lot �Yes l�ceA of RauO� No I �
Is P7rcRl in Commpn OwnEnhip � . Ya (fused/Contl�wus la�s�) � I Mk(g�tlon Required i Y!S ' No j
�s Str�cture Non{onfortning �� Yes � No i MNIgMion AKached , . Yes— � No _—
i
6�nted by Varfante (B.OA.) � I Granted by Condit�onal Use �1
vos No 4x N: ��t5 No __ CdSe 7i: _ /O " 0�9 �
Was Parcel legalN Created + Yes Na � Were Oroperty Lines ReOresented by Owner Yes _ No
Was Proposed Building SRe Oelineated i Yes No ', was croperty Surve y c d Yes ___ __ No
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Real Estate Sawyer County Property Listing Property5tatus: Current
Today's Date: 12/14/2023 Created On: 5/24/2021 3:47:10 PM
�Description Updated: 5/24/2021 '� Ownership Updated: 5/24/2021
Tax ID: 44182 � COUDERAY VOLUNTEER FIRE DEPT INC COUDERAY WI
PIN: 57-004-2-38-OS-10-2 01-000-000050
Legacy PIN: 004838102105 Billing Address: Mailing Address:
Map ID: COUDERAY VOLUNTEER FIRE COUDERAY VOLUNTEER FIRE
Municipality: (004)TOWN OF COUDERAY DEPT INC DEPT INC
STR: S10 T38N R08W 12353 W]OS R CHAFER RD 12353 W JOS R CHAFER RD
COUDERAY W154828 COUDERAY WI54828
Description: PRT NENW&NWNE, PRT SESW 3-38-8
LOT 1 CSM 37/38 #8522
Remrded Acres: 8.270 w Site Address * indicates Private Road
Calculated Acres: 0.000 13137W STATE HWY 27/70 COUDERAY 54828
Lottery Claims: 0
First Dollar: No -� Property Assessment Updated: 4/8/2022
Waterbody: Couderay River 2023 Assessment Detail
O Zoning: (A-1)Agricultural One �ode Acres Land Imp.
ESN: 454 X4-EXEMPT OTHER 8.270 0 0
�� Tax Districts Updated: 5/24/2021 2-Year Comparison 2022 2023 Change
1 State of Wisconsin Land: 0 0 0.0%
57 Sawyer County Improved: 0 0 0.0%
004 Town of Couderay Total: 0 0 0.0%
576615 Winter School District
001700 Technical College �
LR Property History
. Recorded Documents Updated: 5/26/2021 Parent Properties Tax ID
CORREC'fION INSTRUMENT 57-004-2-38-OS-10-1 02-000-000010 4664
Date Recorded: 5/20/2021 432022 57-004-2-38-OS-10-2 01-000-000010 4669
WARRANTY DEED 57-004-2-38-OS-03-3 09-000-000040 41945
Date Recorded: 3/29/2021 430819
CONVEYANCE RECORDED NOT USED
Date Recorded: 3/29/2021 430818
CERTIFIED SURVEY MAP
Date Remrded: 1/28/2021 429634
CORRECTIONINSTRUMENT
Date Recorded: 8/14/2019 419
CONVEYANCE RECORDED NOT USED
Date Recorded: 5/22/2019 417
LAND CONTRACT
Date Recorded: 12/30/2013 388863
TERMINATION OF DECEDENTSINTEREST
Date Recorded: 9/27/2013 387489
WARRANTY DEED
Date Recorded: 11/5/2012 381655
TERMINATION OF DECEDENTSINTEREST
Date Recorded: 11/5/2012 381654
QUIT CLAIM DEED
Date Recorded: 7/26/2006 340458
Child History Record Count� 5-
— —___._._.
HISTORY O Expand All History White=Current Parcels Pink=Retired Parcels
�Tax ID: 4669 Pin: 57-004-2-38-08-SO-2 OS-000-000010 Leg. Pin: 004838102101 Map ID: .5.1
O Tax ID:4664 Pin: 57-004-2-38-OS-10-1 02-000-000010 Leg.Pin: 004838101201 Map ID: .2.1
OTax ID: 4529 Pin: 57-004-2-38-OB-03-4 03-000-000010 Leg. Pin: 00483803430] Map ID: .15.1
O Tax ID: 4523 Pin: 57-004-2-38-OS-03-3 04-000-000010 Leg. Pin: 004838033401 Map ID: .12.1
�7ax ID:41945 Pin: 57-004-238-08-03-3 04-000-000040 Leg. Pin: 004835033404 �
44182 This Parcel Parentr Children
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MiTek�
MiTek USA, Inc.
16023 Swingley Ridge Rd
Chesterfield, MO 63017
314-434-1200
Re: QROOF
521865 QROOF Arro�v B Coudery Fire Dept
Thc truss drawing(s)rcfcrcnccd bclow havc bccn prcparcd by MiTck USA, Inc. undcr my dircct supervision
based on the parameters provided by Litttin Lumber Company.
Pages or sheets covered by this seal: 143094 I 64 thru 1430941 bb
My license renewal date for the state of Wisconsin is July 31, 2022.
Wisconsin COA: 726-011
.���S��N����.
, � . si,�,
: ���• �� ;
����• XUEGANG ���'
' �IU '
—�� 35869 ��—
=�':, ST. LOU I S ,'�;
�T•�. M O .�����
i� � •' �
i� ••'� ���
�i `��
October 6,2020
Liu, Xuegang
IMPORTANT NOTE:The seal on these truss component designs is a certifcation
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only,and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2.
-- -- _ - --
Job Truss Truss Type Qty Ply 521865 QROOF Arrow 6 Coudery Fire Dept
� 143094164
�ROOF D01 DBL.FINK 6 �
Job Reference o tional
Littfin Lumber Company, Winsted,MN-55395, 8.420 s Aug 25 2020 MiTek Industries,Ina 7ue Oct 6 1122:37 2020 Page t
ID:2B Eji4eylRywFvUFo14m9ydQWv-iZIGWSKzrg_wGFWk5D7ZF?mIkGBR8b9bla?Rf8yW8ym
8-9-13 i6-10-"14 25-0-0 33-7-2 � ___ 41-2-3 50-0-0
8-9-13 8-1-2 8-1-2 &7-2 8-1-2 8-g-13
Scale=1:892
8z8 =
4.00 12
5 19
18
fix5 � 6x6 �
6x8 % 4 6
6x8 �
3x6 \� 3 � 3x6 //
2 8
17 20
1 9
� Iq
9xi2 M18SHS = �6 15 14 73 �z �� �� 9x12 M18SHS = ^
6x6 = 6z'14 M18SHS = 6z6 = 6x6 = 6x14 M18SH5 = 6x5 =
6x10 MT18HS =
10-5-3 20-1-12 29-10-4 39-6-13 50-0-0
� 10-53 9-8-8 � 9-8-8 9-8-8 10-5-3
Plate Offsets(X,Y)-- [5�0-4-0,0-4-4],[12:03-0,0-2-8],[14:D-3-0,0-2-8�
LOADING (psf) SPACING- 8-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL(roo� 51.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.81 12-14 >733 240 MT20 197/144
Snow(Ps/Pg) 50.8/60.0 Lum6er DOL 1.15 BC 0.75 Vert(CT) -0.96 12-14 >616 180 M18SHS 244/190
TCDL 4.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.31 9 n/a n/a MT18HS 244/190
BCLL 0.0 Code WISC/IBC15/TPI2014 Matriz-SH Weight:783 Ib FT=20%
BCDL 5.0
LUMBER- BRACING-
TOP CHORD Zx8 SP 2400F 2.OE TOP CHORD 2-0-0 oc purlins(3-6-8 max.)
BOT CHORD 2x8 SP 2400F 2.OE (Switched from sheeted:Spacing>2-8-0).
WEBS 2x4 DF No.2 or 2x4 DF-N No.1/No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
8-10,2-16:2x4 DF Std or 2x4 SPF Stud
REACTIONS. (size) 1=0-5-8,9=0-5-8
Max Horz 1=-406(LC 14)
Max Uplift 1=-2109(LC 16),9=-2109(LC 16)
Max Grav 1=11890(LC 2).9=11890(LC 2)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-28261/5282,2-4=-26593/5216,4-5=-21466/4445,5-6=-21466/4445,
6-8=-26593/5217.8-9=-28261/5282
BOT CHORD 1-16=-4649l25751,14-16=-3916/22207,12-14=-2685/17046,1D-12=3824/22207,
9-10=-4640/25751
WEBS 5-1 2=-1 0 6716984,6-12=-6460/1307,6-10=-661/4642,5-10=-3057/768,5-14=-1067/6984,
4-14=-6460/1307.4-16=-661/4642,2-16=-3057/768
NOTES- (14-16)
1)2-ply truss to be connected together wilh 10d(0.120"x3")nails as follows:
Top chords connected as follows:2x8-2 rows staggered at 0-7-0 oc.
Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply lo
ply connections have been provided to distribute only loads noted as(F)or(B),unless othervvise indicated.
3)Unbalanced roof live loads have been considered for this design. �,`\s G O I V S'�/
4)Wind:ASCE 7-10;Vult=llSmph Vasd=9lmph;TCDL=2.4psf;BCDL=3.Opsf;h=25ft;6=45ft;L=24ft;eave=6ft;CaL III;Exp C; � ��� .. �^'�
Enclosed;MWFRS(directional)and GC Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 25-0-0,Exterior(2)25-0-0 to 28-0-0, � �� � �'•.;✓ i
Interior(1)28-0-0 to 49-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;GC for members and forces 8 � �
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � �`�. X U EGANG �'� �
5)TCLL ASCE 7-10;Pr-51.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=60.0 psf(ground snow);Ps=50.8 psf(roof � L�V �
snow:Lumber DOL=1.15 Plate DOL=1.15);Category III;Exp C;Partially Ezp.;Ct=1.10 -'TJ� 35a69 '[_
6)Roof design snow load has been reduced to account for slope.
7)Unbalanced snow loads have been considered for this design. ��`•. T. LOU IS ;:��`
8)This truss has been checked for unbalanced loading conditions per NBCC 1995. �T (N� �_`
9)Dead loads shown inciude weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to i� • ��
verify adequacy ot[op chord dead load. i� � . ��
10)All plates are MT20 plates unless otherwise indicated. � � ��
11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���1 1 I 1 1���
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) October 6,2�2�
A WARNING-Verify tles�gn parameters and REA�NOTES ON THIS AND INC;LUDED MREK NEFEHENCE Pn(;E M1AII-7a7s rov.S�t J'201U EiEFOHE U_c ���
Design val��d for use oniy wiM MiTek�connectors.This design is based only upon parameters shown,and is for an individual building component.not
a tmss system.Betora use,the building desiyner must verify Ihe applicabifity of design paramelers and propedy incorporate lhis design in�o lhe overall
building design.Bracing Indicated is to preven[buckling of individual Vuss web and/or chord members only. Additi�nal lemporary and permanent bracing MiTek�
is always required(or stability and to Drevent cdlapse wilh possible personal injury and pr�eAy damage,. For general guidance regarding ihe
fabncalion,storage.dellvery,erection and bracing o(irusses and Iruss systems,see ANSIRPN�uality Cntena,DSB-89 and BCSI Building Component 16023 Swingley RMge Rd
Sefety Iniormation available hom Tn�ss Plate Ins6tule.2670 Crain Highway.Suite 203 WalAorf,MD 20601 Cheste�eld,MO 63077
Job Truss Truss Type aly Ply 52'1865 QROOF Arrow B Coudery Fire Dept
143094164
OROOF 001 DBL.FINK 6 �
__ Job Reference(optional)
Littfin Lumber Company, Winsted,MN-55395, 8.420 s Aug 25 2020 MiTek Industries,Inc. Tue Oct 6 11:22:37 2020 Page 2
ID:28 Eji4eylRywFvUFo14m9ydoWv-iZIGWSKzrg_wGFWk5D7ZF?mIkGBR8b9bla?Rf8yW8ym
NOTES- (14-16)
13)Graphical purlin representation does not depict the size or the onentation of the purlin along the top and/or bottom chord.
14)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to exceed 19 percent
15)It is the responsibility of the engineer of record to determine the suitabiliry of this component for this project per ANSIlTPI L Section 2.
16)For Piggyback conditions,see Piggyback truss connection detail ED-PIGGY-48-7-10 for base to cap truss connections.
A WnRNING-Verity tlesign oarameters ana READ NO7E5 ON THIS AND INCLUUED MITEK F?EFERENCE PAGE MII-747's rev.5;19'2020 BEFORE USE.
Design vaUd for use only wlth MITek�wnnectors.This design is based only upon parameters shown,and is for an individual huilding component,not ��
a[mss system.Befare use,!he building desiyner must venfy tne applirability of design parameters and prupedy Incorpo ate�hls design into Ihe overall
building design.Bracing indicated is lo prevenl buckling of individual imss web and/or chord members only.Additional lemporary and permanent bracing MiTek�
is always required for stabllity and to prevent collapse with posslble personal injury and property damage. For general guidance regarding the.
fabrication,storage.delivery,erection and bracing of trusses and iruss systems,see AN51/fPN Quality Criteria,DSB-89 and BC51 Building Componml 16023 Swingley Ridge Rd
Safety Iniorma[ion available(rom Tniss Plate Instituta 2670 Crain Highway.Suite 203 WaldoA,MD 20601 ChesteAield,MO 63017
Job Truss Truss Type Qty Ply 521865 QROOF Arrow B Coudery Fire Dept
143094165
�ROOF 002 GABLE 1 1 �
Job Reference(optional)
Littfin Lumber Company, Winsted,MN-55395, 8.420 s Aug 25 2020 MiTek Industries.Inc. Tue Oct 6 11:22:39 2020 Page 1
ID:2B_Eji4eyt RywFvUFo14m9yd�Wv-ext�xmMENHEeVZg7Ce9'I KQrAv3vgcUGHuUXk3yWByk
5-1-11 10-0-0 15-0-0 20-0-0 25-0-0 30-0-0 35-0-0 40.0-0 44-10-5 50-0-0
� 5-1-'11 ' 4-10-5 5-0-0 5-0-0 SO 0{ 5-0-0 5 0 0�SO-0 � 4-10-5 5-1-11
Scale=1�83.3
6x6 =
4.00,�
3x6 = � 3x6 =
3x6 I I 3x6 I I
6 $
3z6 O 3x6 /i
6x8 % 5 g 6x8 �
3x6 II q �� 3�c6 II
3x6 = 3 �� 3x6 �
3x6 � 2x4 = 3x6 = 36
z 35 2x4 = 12
� 3x8 = 13
� 3x8 = �q
4
6a8 = 20 19 18 �� 16 �5 14 6x8 =
Sx4 = 4x8 = Sx8 - 4x6 = Bx8 = 4x8 = 5x4 =
�0-0-0 20-0-0 30-0-0 40-0-0 50-0-0
' 10-0-0 10-0-0 10-0-0 10-0-0 10-0-0
Plate Ofisets(X,Y}- �1:0-0-0,0-2-15],(7:0-4-O,Edge],[13:0-0-0,0-2-15],[16:0-4-0,0-4-81, 1[ 8:�-4-0,0-4-8]
LOADING (ps� SPACING- 6-0-0 CSI. DEFL. in (loc) I/defl L/d � PLATES GRIP
TGLL(roo� 51.0 Plate Grip DOL 1.15 TC 0.51 I Vert(Ll) -0.10 13-14 >999 240 MT20 197/144
Snow(Ps/Pg) 50.8/60.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.15 13-14 >802 180
TCDL 4.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.10 13 n/a n/a
BCLL 0.0 Code WISGIBCIS(TPI2014 Matrix-SH - I Weight:403 16 FT=20%
BCDL 5.0 I
LUMBER• BRACING-
TOP CHORD 2x8 SP 24DOF 2.OE TOP CHORD 2-0-0 oc purlins(5-5-9 max.)
BOT CHORD 2x6 SPF 1650F 1.SE (Switched from sheeted:Spacing>2-8-0).
WEBS 2x6 SPF 1650F 1.SE`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
9-16,5-18:2x4 DF 1800F 1.6E or 2x4 SPF 2100F 1.8E
11-14,3-20:2x4 DF Std or 2x4 SPF Stud
12-14,2-20:2x4 DF No.2 or 2x4 DF-N No.t/No.2
OTHERS 2x4 DF Std or 2x4 SPF Stud
WEDGE
l eft:2x4 SP Na.3,Right:2x4 SP Na.3
REACTIONS. All bearings 0-5-8 except Qt=length)16=0-6-7(input:0-5-8),14=0-5-9(input:
0-5-8),16=0-6-7(input:0-5-8),20=0-5-9(input:0-5-8).
(Ib)- Max Horz 1=374(LC 15)
Max Uplift All uplift 100 Ib or less at joint(s)except 1=-345(LC 16).16=-682(LC 16),
14=-554(LC 16).18=-682(LC 16),20=-554(LC 16),13=-345(LC 16)
Max Grav All reactions 2501b or less atjoint(s)except 1=2512(LC 20),16=4113(LC
21),14=3555(LC 21),18=4113(LC 20),20=3555(LC 20),13=2512(LC 21)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-4111/806,2-3=-1949/344,3-5=-2074/536,5-6=-1066/403,6-7=-1399/610,
7-8=-1399/614,8-9=-1066/408,9-11=-2074/544,11-12=-1949/351,12-13=-4111/813
BOT CHORD 1-20=-600/3510,18-20=-91/1648,16-18=-85/924,14-16=D/1648,13-14=-586/3510
WEBS 8-16=-2757/720,9-16=-1459/403,11-14=-2450/542,12-14=-2076/668,6-18=-2757/717,
5-18=-1459/403,3-20=-2450/542,2-20=-2076/668
NOTES- (14-16) �\���CO���/�
1)Unbalanced roof live loads have been considered for this design. ��a\s,,.....„ S� /�
2)Wind:ASCE 7-10;Vult=115mph Vasd=91 mph;TCDL=2.4psf;BCDL=3.Opsf;h=25ft;B=45ft;L=50ft;eave=6ft;CaL III;Exp C; � ".�� �'••� i
Enclosed;MWFRS(directional)and GC Exterior(2)0-2-12 to 5-2-12,Interior(1)5-2-12 to 25-0-0,Exterior(2)25-0-0 to 30-0-0, ��::' '•.,*i
Intenor(1)30-0-0 to 49-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;GC for members and forces& X U EG AN G
MWFRS for reactions shown;Lumber DOL=1.60 pla[e grip DOL=1.60 � L�U �
3)Truss designed for wind loads in the plane of Ihe truss only. For studs exposed to wind(normal to the face),see Standard Industry -'�� ��-
Gable End Details as a licable,or consult ualifed buildin desi ner as er ANSI/TPI 1. 35869
pP Q 9 9 P -�': ;LL1-
4)TCLL:ASCE 7-10;Pr-51.0 psf(roof live load:Lumber DOL=1.15 Plale DOL=1.15);Pg=60.0 psf(ground snow);Ps=50.8 psf(roof - ST. LOU IS ::�`
snow Lumber DOL=1.15 Plate DOL=1.15);Category III;Exp C;Partially Exp.;Cf=1.10 � (�/�� `
5)Roof design snow load has been reduced to account for slope. .•
`\
6)Unbalanced snow loads have been considered for this design. / � •••••••'` ♦
7)This truss has been checked for unbalanced loading conditions per NBCC 1995. L�\ �
8)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to ����1(�1���`
verify adequacy of top chord dead load. OCtObef 6,2�2�
tuds s aced at 2-8-0 oc.
�WARNWG-Verify tlesign paramete�s and REAO NOTES ON THIS ANU INCLUDED MITEK REFEftENCE PAGE MII-747J rev.5;t9 2U2U BEFORE USE.
Design vabd tor use only wi[h MiTek�connectors.This design is based only upon parameters shown,and is!or an individual building component,not ��
a tmss system.Before use,the building dasigner must verify Ihe app�iwbility of design parameters and pmperly Incorpo ate Ihis design into�he overall
building design.Bracing indicated Is to prevent buckling of inCividual lmss web and/or chord members only.Add�uional�emporary and permanen�bracing MiTek'
iz always required for stahility and to prevent collapse with posslble personal injury and properry damage. For general guidance regarding Ihe
fabrication,storage,dalivery,erection and bracing o(trusses and Iruss systems,see ANSIRPN Quality Cnteria,DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd
Sefety Inlortnntion available,from Tmss Plate InsliWte.2670 Crain Hlghway.Sulte 203 WalAorf,MD 20601 Cheste�eld,MO 63017
Job Truss Truss Type Qty Ply 521865 QROOF Arrow B Coudery Fire Dept
aR00F 002 GABLE � � 14 3094 1 65
Job Reference(optional)
Littfin Lumber Company, Winsted,MN-55395, 8.420 s Aug 25 2020 MiTek Industries,Inc. Tue Oct 6 11:22:39 2020 Page 2
ID26_Ei4ey1 RywFvUFol4m9yd�Wv-exYl zmMENHEeVZg7Ce91 KQrAv3vgcUOtluUXk3yW8yk
NOTES- (14-16)
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
11)WARNING:Required bearing size at joint(s)16,14,18,20 greater than input bearing size.
12)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 345 Ib uplift at joint 1,682 Ib uplift at joint 16,554 Ib uplift at join[14,682 Ib
uplift al joint 18.554 Ib uplift at joint 20 and 345 Ib uplift at joint 13.
13)Graphical purlin representation does not depict Ihe size or the orientation of the purlin along the top and/or botlom chord.
14)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to exceed 19 percent
15)It is the responsibility of the engineer of record to determine Ihe suitability of this component for this projecl per ANSI/TPI 1,Section 2.
16)For Piggyback conditions,see Piggyback truss connection detail ED-PIGGY-48-7-10 for base to cap truss connections.
�
A WARNWG-Verify tlesign parame[ers and READ NOTES ON THIS ANU INCLUDED MITEK REPERENCE PAGE MII-7473 rev.Sr1'3�2WU BEFURE USE. I
Desiyn val��d for use only with MiTekO connectors.This design is based only upon parameters shown.and is lor an individual building component,no� ��
a Iruss system.Before use,Ihe building designer mus�venfy the applicabiliry of design parameters and propedy incorpo ate lhis design into�he overall
building design.Bracing indifated Is�o prevent buckling of individual�mss web and/or chord members only. Addilional Iemporary and permanent bracing MiTek�
is always required(or stahility and to prevent cdlapse with possible personal in�ury and property Aamage.For general guiAance regarding Ihe
fabrication.storoge,delivery,erection and bracing of hussas and iruss systems,see ANSIRPN Quality Criteria,058-89 and BC51 Building Component 16023 Swingley Rldge Rd
Safety IMormatian available hom Tn�ss Plate Institule,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Chestefield,MO 63017
Job Truss Truss Type � Qty Ply 521865 QROOF Arrow B Coudery Fire Dept
aR00F 003 GABLE � ��.., � 143094166
__.__ __ � Job Reference(optional)
Lit�n Lumber Company, Winsted,MN-55395, 8A20 s Aug 25 2020 MiTek IndusMes,Inc. Tue Oct 6 11:22:41 2020 Page 1
ID28_Ei4eylRywFvUFo14m9ydQWwaK nLSNUuuUMItqWK38VPrwVptYr40dADCzeoyyWByi
� 6-0-0 12-0.0 'I8-0-0 1a-0-Q 25-0-0 31-0-0_. 3�0-Q 38-0-0 44-0-0 50-0-0
6-0-0 ' 6-0-0 � 6-0-0 1-0- 60-0 6-0-0 1-0-d 6-0-0 6-� 6-0-0 -�
Scale=1:92.2
8x8 =
a.00 12
3z6 II 3z6 = 7 3x6 = 3x6 II
3z6 II 48 49 3x6 II
5 5 8 9
3x6 = 3x6 =
6x8 � 3x6 J 3x6 � 6x8 �
q z 2 10
3 ��
4x9 % 2x4 = 2x4 = 4� �
z 12
q� z z 50
� 2x4 = 2x 3x8 =
Q 3x8 = 13
� lo
23 22 21 20 t9 18 17 16 15 14
Bx8 - 3x4 11 4x6 = 3x4 II 2x4 II 3x4 II 4X6 3x4 II Bx8
5x4 = 5x4 =
4x�0 MT18HS =
6-0-0 18-0-0 18-0-Q 25-0-0 31-0-0 3�-0-Q 44-0-0 50-0-0
6-� 0-0 I 12-0-0 1-0- &0•0 6-0-0 1-� 12-0-0 6-0-0 ' _
Plate Offsets(X,Y)-- [1:0-4-4,0-2-11]�3:0-4-4,0-2-11] _
LOADING (psf) SPACING- 6-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL(roo� 51.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.25 21-23 >568 240 MT20 197/`44
Snow(Ps/Pg) 50.8/60.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.38 21-23 >377 180 MT18HS 197/'44
TCDL 4.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.12 13 n/a n/a
BCLL OA Code WISC/IBC15/TPI2014 Matrix-MSH Weight:402 Ih FT=20%
BCDL 5.0 � __
LUMBER• BRACING-
TOP CHORD 2x8 SP 2400F 2.OE TOP CHORD 2-0-0 oc purlins(6-0-0 max.)
BOT CHORD 2x6 SPF 1650F 1.SE (Switched from sheeted:Spacing>2-8-0).
WEBS 2x4 DF Std or 2x4 SPF Stud�Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
8-17,6-20:2x4 SPF 2400F 2.OE WEBS 1 Row at midpt 7-18
10-16,4-21:2x4 DF 2850F 2.3E or 2x4 DF-N 2850F 2.3E
OTHERS 2x4 DF Std or 2z4 SPF Stud
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. All bearings 0-5-8.
(Ib)- Max Horz 1=291(LC 15)
Max Uplift All uplift 1001b or�ess at joint(s)except 1=-281(LC 16),17=-616(LC 16),
16=-278(LC 16).14=-420(LC 16),20=-616(LC 16),21=-278(LC 16),23=-420(LC
16),13=-281(LC 16)
Max Grav All reactions 2501b or less atjoint(s)except 1=2152(LC 20),17=3000(LC
2),16=2504(LC 21),14=2809(LC 21),20=3000(LC 2),21=2504(LC 20),23=2809(LC
20),13=2152(LC 21)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 25D(Ib)or less except when shown.
TOP CHORD 1-2=-3320/412,2-4=-3400/639,4-5=-1574/312,5-6=-1136/399,6-7=-1759/565,
7-8=-1759/565,6-9=-1136/399,9-10=-1574/312,10-12=-3400/639,12-13=-3320/412
BOT CHORD 1-23=-262/2838,21-23=-262/2838,20-21=0/1242,18-20=0/1242,17-18=0/1242,
16-17=0l1242,14-16=-262/2838,13-14=-262/2838
WEBS 7-18=-287/455,8-17=-2307/510,9-16=-1015/267,10-16=-2458/626,12-14=-2509/634,
6-20=-2307/510,5-21=-1015/267,4-21=-2458/6Z6,2-23=-2509/634 ```��������/,
NOTES- (14-16) `��w\�SCOrvs/�,/��
1)Unbalanced roof live loads have been considered for this design. ♦ V` 'V i
2)Wind:ASCE 7-10;VuIt=115mph Vasd=91 mph;TCDL=2.4psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=6ft;Cat.III;Exp C; ��::� `•,�.i
Enclosed;MWFRS(directional)and GC Exterior(2)0-0-0 to 3-0-Q Interior(1)3-0.0 to 25-0-0,Exterior(2)25-0-0 to 28-0-0,Intenor(t) XUEGANG �
28-0-0 to 50-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;GC for members and forces 8 MWFRS '� L��f �
for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -"0� �(�-
3 Truss desi ned for wind loads in the lane of the truss onl For studs ex osed to wind normal to the face,see Standard Indust 35869
� 9 P Y P � ) ry ��' ST. LOUIS �W
Gable End Detaiis as applicable,or consult qualified building designer as per ANSI/TPI 1. �Q� .�((/�
4)TCL�:ASCE 7-10;Pr-51.0 psf(roof live load Lumber DOL=1.15 Plate DOL=1.15);Pg=60.0 psf(ground snow);Ps=50.8 psf(roof (NQ - :'�`
snow:Lumber DOL=1.15 Plate DOL=1.15);Category 111;Exp C;Partially Exp.;Ct=1.10 ' �
5)Roof design snow load has been reduced to account for slope. '�•
6)Unbalanced snow loads have been considered for Ihis design. / L �\
7)This iruss has been checked tor unbalanced loading conditions per NBCC 1995. ��1 1 I 1���
8)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to October 6,202�
f to chord dead load.
AbVAHNING-Venfy des�qn parameters and READ kOTES ON THIS ANU INCLUDED MITEK KEFERENCE PAGE MII-7a73 rev.5�19'2UZU BEFOHE USE.
Design val��,d for use only with MiTek�connecrors.This design is based only upon parame[ers shown,and is for an individual building component,nol ��
a[russ systeir,Before use,Ihe building designer mus�verity Uie apPlicability of design paramelers and properly incorpo ate ihis design into the overall
building design.Bracing indlcated Is�o prevent buckling of individual tmss web and/or chord membe�s only. Addilional lemporary and permanent bracing MiTek�
c alweys required!or stability and to prevent collapse with possible personal injury anA property damage. For general�uidance regarAing Ihe
fabricalion,storege.dellvery,erection and bracing o/trusses and Iruss systems,see ANSIRPN�uality Cntena,D56-89 and BC51 Building Component 16023 Svnngley RiAge RA
Sefety Inlortnation availab�e,from Tniss Plate Institute,2670 Crain Highway.Suite 203 WaldoA,MD 20601 Chestefield,MO 630�7
Job Truss Truss Type Q[y Ply 521865 QROOF Arrow B Coudery Fire Dept
aROOF 003 GABLE � � 143094166
_____ _ Job Reference�optional)
Littfin Lumber Company, Winsted,MN-55395, 8.420 s Aug 25 2020 MiTek Industries,Inc. Tue Oc� 6 11:22:41 2020 Page 2
ID28_Ei4ey 1 RywFvU Fol4m9yd Q Wv-aK_n L SN U uuU MItqWK38VPrwVQflr40dADCzeoyyWByi
NOTES- (14-16)
9)All plates are MT20 plates unless othe�.vise indicated.
10) Horizontal gable studs spaced at 2-8-0 oc.
11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads.
12)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 281 Ib uplift at joint t,6161b uplift at joint 17,278 Ib upiift at joint 16,420 Ib
uplift at joint 14.616 Ib uplift at joint 20,278 Ib upliR at joint 21,420 Ib uplift at joint 23 and 281 Ib uplift at joint 13.
13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14)This truss must not be exposed to environments that are corrosive or greater than 19 percent moisture,and moisture of lumber not to exceed 19 percent
15)It is the responsibility of the engineer of record to determine the suitability of this wmponent for this project per ANSI/TPI 1,Section 2.
16)For Piggyback conditions,see Piggyback truss connection detail ED-PIGGY-48-7-10 for base to cap truss connections.
A WARNINU-Venty design parameters and READ I.OTES ON THIS AND INCLUDED MITEK KEFERENCE PAGE MII-7473 rev.5i13'202�J BEFORE USE. � ��-
Design val��d for use only with MiTekO cannectors.This design is based only upon parameters shown,and is for an individuai building component,not
a truss system.Before use,Ihe building designer mus�veri(y the applicability ot design parame�ers and propedy incorpo ate this Jesign mto the overall
building design.Bracing Indi�ated is to preven�buckling of individual imss web and/or chord members only. Addilional lemporary and permanent bracing MiTek�
is always required!or stability and to prevent collapse wilh possible personal in�ury and pmperty damage. For general guidance�egarding the
fabricalion,storage.del�rvery,erection and bracing o(trusses and truss systems,see ANSIlTPN�ualiry Cntena,D58-89 and BC51 Buildinp Componenl 16023 Swingley Ridge Rd
Se(ery Inlormation available from Tniss Plate Institute.2670 Crain Highway.Suite 203 WalcoA.MD 20601 Chesterfield,MO 63017
Symbols , Numbering System � Generaf Safety Notes
PLATE LOCATION AND ORIENTATION
�, �3�" Center plate on joint unless x,y I 6�-8 dimensions shown in it-in-sixteenths Failure to Follow Could Cause Property
4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury
Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g.
Apply plates to both sides of t�uss � 2 3 diagonal or X-bracing,is always required. See BCSI.
and fully embed teeth.
TOP CHORDS 2. Truss 6racing must be designed by an engineer.For
y ci-z cz-s wide truss spacing,individual lateral braces themselves
Q- 16' Q may require bracing,or alternative Tor I
I I �/�/EBS �� 4 bracing should be considered.
♦
� � � � � e � 3. Never exceed ihe design loading shown and never
� I � � ' 3 s��� 3 � stack materials on inadequately braced trusses.
U �pe u U
a 4. Provide copies o(ihis lruss design lo the building
O a designer,eredion supervfsor,property owner and
For 4 x 2 orientation,locate ~ c�-a cs-� cse � all other interested parties.
BOTTOM CHORDS
plates 0- '��e'ffOtll OUISidO ' S. Cut members to bear tightly against each other.
edge of truss. 8 7 6 5
6. Place plates on each face of truss at each
�I joint and embed fully.Knots and wane at joint
This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE locations are regulated by ANSIlTPI t.
IfeqUlfed direCtlon of Slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO I 7_ Design assumes trusses will he suitably protected from
connector plates. THE LEFT. i the environment in accord with ANSI/TPI 1.
I
I 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber
NUMBERSILETTERS. � shall not exceed 19%at time of fabrication.
software or upon request.
, 9. Unless expressly noted,this design is not applicable for
� PRODUCT CODE APPROVALS use with fire retardant,preservative treated.or green lumber.
PLATE SIZE
ICC-ES R2pOrtS: 10.Camber is a non-structural consideration and is the
The first dimension is the plate � responsibiliry of Wss fabricator.General practice is to
4 x 4 `�'idth measured perpendicular I ESR-1311,ESR-1352,ESR1988 camber for dead load deflection.
to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions
� the length parallel to slots. I indicated are minimum plating requirements.
LATERAL BRACING LOCATION 12.Lumber used shall be oi the species and size,and
� in all respects,equal lo or better than that
specified.
Trusses are designed for wind loads in the plane of the �3.To chords musl be sheathed or ��i��s rovided at
Indicated by symbol shown and/or P P P
by text in the bracing section of the YfUSS UIlIOSS OtIlOfWISB SF10Wf1. spacing indicated on design.
output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing,
if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted.
section 6.3 These truss designs rely on lumber values
BEARING eStBIIIISFIed by OYI10fS. 15.Connections not shown are the responsibility of others.
�� 16.Do not cut or alter truss member or plate without pnor
Indicates location where bearings approval oi an engineer.
(supports)occur. Icons vary but �O 2012 MiTekOO All Rights Reserved �7.Install and load verticaliy unless indicated othenvise.
reaction section indicates joint
number where bearings occur. __ I 18.Use of green or treated lumber may pose unacceplable
Min size shown is for crushing only. � � , environmental,health or periormance risks.Consult with
project engineer betore use.
I �IIdUSlPY SY0fldd�d5: � �� 19.Review all portions of this design(front,back,words
i UI�� and pictures)before use.Reviewing pictures alone
ANSi/TPI1: National Design Specification for Metal � . � is not sufrcient.
Plate Connected Wood Truss Construction.
DSB-89: Design Standa�d fo�B�acing. � � 20.Design assumes manufacture in accordance with
BCSI' Building Component Safety Information, ��Te k ANSI/TPI�Quality Criteria.
Guide to Good Practice for Handling, 21.The design does not take into account any dynamic
Installing 8 Bracing of Metal Plate or other loads other than those expressly stated.
Connected Wood Trusses. MiTek Engineering Reference Sheet:Mi1-7473 rev.5/19I2020
/v.v__'r�����
Wisconsin Department of Satety and Professional Services "� " �� Phone:608-266-21 I Z
Division of Industry Services c� �\,� Web:httu://dsps.�ci.e��}_
4822 Madison Yards Way � ��� �_I Email:dsns(a�«�isconsin.e���
PO l3ox 7302
Madison,wi 53707 ���� S Tony Evers Covernor
\�� �`— ��� '
��,; �/�/ Dan Hereth,Secretary
,�ssui,.�.,�
December 10,2022
AARON HALBERG Identification Numbers
HALBERG ENGINEERING LLC Plan Review No.:CB-122202269-PRB
10335N DC;FFY RD Application No.: DIS-112255975
HAYWARD, WISCONSW 54843 Site [D No.: 863047
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 12/10/2024
CODE APPLIES: i l/14/2022
MUNICIPALITY:
TOWN OF COUDERAY
SAWYER COUNTY
StTE:
COUDERAY VOLUNTEER FIRE DEPARTMENT INC
12531 W JOS R CHAFER RD
COUDERAY, WI 54824
FOR:
12531 W JOS R CHAFER RD
Building IVame: COUDERAY FIRE HALL
Object Type: Building
Major Occupancy: S-1 -Storage Moderate-Hazard
Class of Construction: VB-Combustible Unprotected Construction
Building Review Type: New
Plan Type: Full/Complete Building
Total Floor Area in Sq Ft: 2,800
Sprinklered Type: None
Allowable Area Determined By: Table
Structural Components Included in Review:truss,roof
SITE REOUIREMENTS
• Contact both the State Inspector and the local municipality PRIOR to the start of construction.
• A full-size copy of the approved plans,specifications and this letter shall be on-site during construction and open to inspection
by authorized representatives of the Department,which may include local inspectors. If plan index sheets were submitted in
lieu of additional full plan sets,a copy of this approval letter and index sheet shall be attached to plans that correspond with the
copy on file with the Department If these plans were submitted in an electronic form,the designer is responsible to download,
print,and bind the full-size set of plans along with our approval letter. A Department electronic stamp and signature shall be on
the plans which are used at the job site for construction.
The following conditions shall be met during construction or installation and prior to occupancy or use:
SUBMIT:
• SPS 361.30(3)-This approval does not include heating,ventilating or air conditioning. The owner should be reminded that
HVAC plans,calculations,and appropriate fees are required to be submitted for review and approval prior to installation in
the field. The HVAC plans shall be submitted on the DSPS website. Building Designer should coordinate with HVAC
design to avoid problems with clearance to combustibles,dampers etc.The submitted HVAC plans and calculations shall
match the approved building plans. Building Designer is requested to provide a complete set of plans, Energy Calculations
and the Building plan review Transaction I.D.number to the HVAC Designer to help coordinate review. Note as per SPS
302.10 installation of HVAC without approved plans could result in double plan review fees.
• SPS 361.30(3)- If this building will have a catch basin installed plumbing plans must be submitted and approved prior to
installation. Review Tables SPS 382.20-1 &2 for specifics on plumbing plan submittal. You may contact any�eneral
plumbing plan reviewer at: 1-608-267-9421 or DspsSbPlbgTech@wi.gov
KEY ITEM(S):
• SPS 361.31 -These plans were conditionally approved electronically. The designer is responsible to download the plans,
print out complete sets and permanently bind each set of the conditionally approved electronic plans,along with a complete
bound set of specifications,as submitted to the Dept.,for referei�ce in the field. Plans fior field reference shall be the same size
and scale as originally submitted to the Dept.per SPS 361.31(2)(a),and per SPS 361.31(2)(d)shall be clear and legible. A
complete bound conditionally approved set of plans and set of specifications shall be made available to a Dept.representative
on-site upon request. There shall be an electronic stamp and signature on the index page of the conditionally approved plans
by the Dept.representative that conditionally approved the plans,as well as the professional of the project if the building is
over 50,000 cubic ft. Additionally,a copy of the conditional approval letter issued by the Dept. shall be permanently attached
to eadl of the conditionally approved plan sets.
ALSO ADDRESS:
• IBC 1804.4-Provide ground immediately adjacent to the foundation that is sloped away from the building at a minimum
slope of 1 in 20 units horizontal for a�niniinum distance of l0 ft perpendicular to the face of the wall unless a listed exception
is met.
• I BC 1809.5—Provide frost protection of your shallow foundation with insulation meeting the minimum R-value, extent and
depth required by ASCE 32 for this building site. Otherwise,provide non-frost-susceptible soil [as defined by granular soils
or other approved non-frost susceptible fill material with less than 6%of iroass passing a#200 mesh sieve]down to anticipated
frost depth,or other acceptable means. Refer to the exterior concrete stoops at the required exit doors. Review IBC 1010.1.5
& 1010.1.6 for additional landing/stoop requirements.
REMINDERS:
• IBC 718.2.3 - Fireblocking shall be provided at interconnections between concealed vertical stud wall or partition spaces and
concealed horizontal spaces created by an assembly of floor joists or trusses,and between concealed vertical and horizontal
spaces such as occur at soffits,drop ceilings,cove ceilings and similar locations. Wliere girts are applied to the face of
colunrns.fire blocking is required bet►veen girts at colunzns to liniit horizontal cavity to 10 feet or less.
• I BC 1008.1 - Provicie emergency illumination in egress paths per this sectioi�. Each required interior means of egress
component shall comply with this section.
• SPS 361.33 -Where plan approval is required by this code,one set of plans, indusive of a copy of all specifications,bearing
the stamp of conditional approval and a copy of the specifications shall be kept at the building site. The plans and
specifications shall be open to inspection by the department or its authorized representative.
The submittal described above has been reviewed for confonnance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in cllapter 101.01(10),Wisconsin
Statutes,is responsible for compliance with all code requirements. Only those object types listed above have been approved; other
submittals such as plumbing and those listed above under REQUIRED SUBMITTAL(S),may also be required.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation. You are responsible for coinplying with state and federal laws concerning construction near or on
wetlands, lakes,and streams.
This plan has not been reviewed for compliance with fire code requirements, including those for fire lanes and fire protection water
supply,so contact the local fire depart�nent for further information.
In granting this approval,the Division of Industry Services reserves the right to require changes or additions, should condi tions arise
making them necessaiy for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the
responsibility for designing a safe building,structure,or component. The Division does not take responsibility far the design or
constr�iction of the reviewed items.
Per s. SPS 361.40(4),projects for buildings of over 50,000 cubic feet total volume shall have supervising professionals who file
compliance statements with this agency and the local code officials prior to occupancy of the project. Compliance statements shall be
filed online at httns://esla.wi.gov/PortalCommunitvLo�;in.
Inquiries concerning tllis correspondence may be made to me at the contact information listed below,or at tlle address on this
letterhead.
Sincerely,
Brian Noe
Division of]ndustry Services
Phone: 920-420-4796
Email:brian.noe��wisconsin.gov
cc:
DANIEL SHANAHAN, DIS 1NSPECTOR,715-661-4049, DANIEL.SHANAHAN�a;WISCONSIN.GOV
CHARLIE WARNER, MUNICIPAL CLERK, ,TOWNCOUD@GMAIL.COM
,COUDERAY VOL FIRE DEPARTMENT