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Home My WebLink About002-840-28-5224-LUP-2023-048 � � ' w on cornxnEo mvuc�*ron nn - 74TpF['13A�[Afl�(lSEVlRMI�' �y.�ye.co��n `3dWVFAtoUrv�'r vYistoNs� ��.��e�urv.�,aw� � _. ��a�e 3 �� 3 � �asioM.+�scwa.<v "•�° � �---.—__.... MaywaM,W159&13 � � �� p n ��3 Chk# ��o� � �)35�631-8388 �.._ �.._'___.__-- NQ.W ✓VOf�d ��S I �k:n- -_,y;;GUNTY RcQt# � cn«�a,�� c r m. �m o��n:o��.a��wn��. N �, � �. � -r�naiapuu�avw._m_us7o=:vemn�=n ruartx+nnc(NOPENCIL � . I comnaoHslw� � Randall/TonyaNfederkom � sA�y� I; 8156W Koeppler Rd MaiYn6��2ss L Ojibwa WI 54862 � I=^� 715-797-5643 °"°^� I riniederkorn@gmaiLcom E�,;, r°..- � --- ��ss: ,�,lliea.�r,v ,yRRa✓/1� o,o,h��, 'r 0o2-9Y0-28-.1'� � ,wom+ ."�O o••��: ' t C e.mnaewenMemaa_---_�rauowne. L�Mmiwme. -.c,nco�naao�aco�n,ao. /' � �'�, iz Property/land wiMin 300 he[of River,Stream��i. �Oistance Siructu�e is Mom S�weline: '� �'�, �i , �-n.,nl ��: feM � ��. �'�. ,ix5horeland ' ��eekorv�ew,re:�aeotFiooap�i� �.... i '� � �Is Oroperty/land w�Min 3000 fee f take,Vonp or FI wage 'D�itarice Snu�t�re is hom S�o21ire: � j --' 3 y9.7 fre. I X � x � �-�,aR„�a valae atrme oi �� Proj� Total a M ICompletion PrqeRtype Number Foundrtion y�rooms WhatType&Capacityisthe (�o��,aa�aae,:nea,aea, �easemen�, sewe�/saarcarysirstemis� add�nm�,em._� o�sow�es crawisPace, � tist separetely Slab� i �� ec� � y��r / �utMwr a* cdNr GOb G,�d S� sHr� / s�.��3 ` �n'oDn s �,�,o.iN�...�� N<ight: Tobl Spuarc loweit ProposedUse � ProposedStruRure Dimensions Footage Gradeto �mukiply per Hlghest smry� Veak ✓ Res�de��e 'sy x sG � /P7r Ft.�7 w��n z^<rton o�ioR � x I �.iJ ft. �� / with6asement 'S� x'SG ' ��7J Ft. .� AttachedGara6e 'aG X3G ) g� y/s �O �'Fesidential Use r[.� � ��e�.orys�N��,e�<.P�.,�� SiftD �.?G 'Y2 � /S/z F�./ 2`'0 _'Agricultural Use �Tempo2ryGuestQuartersorBunk�ouse�crc yp�l ( % � Ft. -. CommerCial/ Deck/�orc�/Vatio x �nduserial use ✓ T9Q OF /'IiML y �� y8 Ft. ✓ �z.a�o:�a�io �VP rtd p r�h � Co x�I � �{a ��MunicipalUse F� OMer�e.o�a��l ( x 1 Fi. ,Other � x � Prindpal Sttutture�ng�evh�ral[ommeroa�,m�mooai,t��.� it. Addition/AI[eration�ao�ain� � x � ^it/.� io[al haEhaole square(eei: Tjbl Non-habitable syuare(eet: P'1 '�7 IQcks,patlos,garages,sM1etls,sro�age area$ofM1e�skuRur¢t�._�i�� Attach a Plan or 5.:��:- .your Property on 8.5"z 11"or 8.5"z 14'paper.'Must• Indude Ixation and setback oF proposed and existing structures,roads, driveway,saniqry componeMs,wetl,Wke,river,stream,and wetlands. DexripUon Setback Deuription Setback Meawreme�ts Meawrements Setback from the Centerline of Platted Road and/or ' Feet Setback from the Wke(ora�o:ry n�gn-w,c�.mar�) '7 Feet Setback from the Estabiished Rightof-Way Feet Setback from the River,Stream,Creek Feet Setback from the Bluff if appiicable feet Setback from the North Lot Line Feet Setback from the South Lot Line /� Feet Setback from Wetland Feet I Setback from the West Lot Line Feet Slope within area of construction/disturbance ,/.`t 'f %Slope Setback from the East Lot Line Feet Efevation of Floodplain � Feet Setback to Septic Tank or Holding Tank N✓K Feet Setback to Well L/�(/ Feet Setback to Drain Field Feet Setback to Privy (Portable, Composting� Feet , . .. , � � - � � rust Ge rrcasured must be j . , , . .. .. . � . . . . . ;-�,.. v,. .' .. . . . . .._ - . �.: :�.;.. � .:.. :..�, ,i�.,� ;. , . . .,,,�r,. ., .. ,..,, ..:�:, � �.[,:. n� '�...00rda�ylinefromwhlchlhe5e"...:.; ... _ ,. . ., :�. . � .�;_.., . , . ,,F .., ��eeeo�,��n�,en, .,s �a.-n.,,r,-�. . p.. �... �� ..� . :i�.�,. . . .;,... . � •�.��..: r�r.e•F.,., � ... ..... ......�.,�,,..... . � ,. � .'.P:: . , , _ . i.;t.ire.urm�s.bem,uEed .r �l.eteC � . . �iar7h .r _ r .� . � .� I r � • • •�� • • �- � � . � N .x. . . ,.: � ��:..,... , ..- .. -..� 3 . .. ., ... . .. . . � . ._ . _ . ._ . . . . � Caltulate impervious wrfaces.(Roofed,concrete,paved,and od�er surfaces that waM onnot penetrate.The Zoning O(fke can help you determine if• 'I surface is considered impervious� � Calculate lot area: q r7o I �� Indicate lot size from CSM or NOVUS(cirde one�� 7 J Acres;Multiply by 43,560=Lot area:��•aa____Square Pootage � I Calcuiate impervious wrface area: I iDetermine the total size,in square feet, of your projects listed above(include eaves): v/�� sq ft. I Determine the total size,in square feet,of all existing roofed structures(include eaves): �v b N � sq ft. Determine the total size,in square feet,of all existing paved/bricked/biocked zurfaces: /vON� sq ft. Add these measurementr to determine total impervious surfaces: V�� sq k. , I Calculate impervious lot percentage j Total impervious surface: ��J�. = Lot area:�72��q ft.X 100=impervious surface �� 50 , �M@igation Is rcquired if total exreeds 15%� •••Notke a separote grading permk�eeds to be abtained ff disturbed area is within the Shoreland district as indicated on previous page and meets crkeria below"• Gradin on a slope reater than 20% Grading of more than 1,000 Sp. Ft.on 12%-20�'o slopes Gradin of more than 2,000 Sq. Ft.on Slopes less than 129'o Grading is in excess of 10,000 Sq. Ft. I(we)deciare that this applkation(induding any accompanying information)has been examined by me(us)and ro the best of my�our)knowledge and belief it is true,correct and complete. i(we)acknowledge ihat�(we)am(are1 responsible for the detaii and accuracy of all in(ormation I(we)am(are�providing and that it will be relied upon by Savryer County in determining whether to issue a permR. I(we)further accept Ilability which may be a resuk of Sawyer CouMy relying on this information I(we)am(are)prov"�ding in or ! with this applicatio (we1 consent to county officials charged with administering county ord�nances to bave access to the above described p�operty at any reasonable time for the ! pur e o inspection.Additionally,the undersigned person�s)hereby give permission for access to the property for onsite inspection by Municipal Officials. I Owner ^ Owner /j � � Signature �� Printed name�N�9LL N/COt'RJ�/ Date �� I You are responsibfe for tomplying with the requirements of the Sawyer Counting Zoning Ordinancez and law and regulations of the State of Wismnsln.You are also responsible for complying with State and Federai Wws concerning construction near or on wetlands,lakes,and streams.Failure to comply may result In removal or modification of constnxtion that violates the law or other penalties or costs. For more information,visit the department of natural resources wetlands ident�wtion web page or contact a department of natural resources service center(608)2673125 i Issuance Information (County Use Only� sanicary Number: � , �� a of bedrooms: L I Permit Denied(Oate�: Reaso�for Denial: � � � j Permit tt: ; issuing agent: Date: � � a3 ^ °y � � �_ 3��7 /� 3 � IS Parcel a Su6-Standard Lot ' �.Yes �oeed of rtecmdl kigation Required .Yes No ! —�— Is Parcel in Common Ownership � �:Yes �Fused/Contiguous Lot�s�) o MRigation Attached - �Yes � . Ro � Is StruRure Non-Conforming � �Yes �._No Granted by Variance(B.O.A.) Granted by Conditional Use � Yes - � No Case iF. .Yes "-. No Case#: Was Varcel legally Created Yes No Were Property Lines Represented Dy Owner .Yes No Was Proposed Building Site Detineated Yes No Was Property Surveyed .Yes � ' No O�ce Comments: Zone Oistrict: Fee: ��.' I .� �S� HOIQ For Sankary: Hold For T6A: Hold For nffida��t�. �r.,�- 4�.� ,�. � . i . B7an2o2o - v m Sawyer County Application for Grading 3 10610 Main St.Suite 49 — Hayward WI 54843 *�4J 715/634-8288 W i ff CONSTRUCTION SHALL NOT BEGIN UNTIL ALL REQUiRED PERMITS HAVE BEEN -� ISSUED. SIGNATURE OF PROPERTY�WNER IS REQUIRED_ o�' � � - Contractor. .S � � Randall Niederkorn � 8156W Koeppler Rd Mailin Address: Ojibwa WI 54862 � 715-797-5643 Ci ,State,zi : riniederkorn@gmail.com Phone: � -, � Email: Email: �D �� o. Site address~�rf� ��/'�t�V A��a� �� .: � Calculate grading area:(Total area disturbed including excavation,fill,grading, � landscaping,equipment rutting,and/or other areas vegetation will be removed resulting � in exposed soil) � Determine width of disturbed site in feet: 96 ft.x depth of disturbed site in feet: 9� ft. � Total= Oo2'1 sq.ft.(this is the area calculation) � Determine Slope of disturbed area:Vertical height in feet 3 =Horizontal distance in �f'`� feet�_=Slope -��/ X 100�./r�`%Slope � � (1V/1H=Slope X 100=Percent Slope) � � "For any filling or grading of any area which is within 300 feet landward of the ordinary � high water mark(OHWM)of�avigable water and which has surface drainage toward the � water and on which there is either: (1) Any filling or grading on slopes of more than 20%. _, �" (2) Filling or grading of more than I,000 sq.ft.on slopes of 12%20%. �� (3) Filling or grading of more than 2,000 sq.ft.on slopes less than 12%. Sz- 4 A Gradin Permit is re uired for an fillln or radin in excess of 10,000 s ft � �` � ) 9 q Y 9 9 9� G• within 1,000'OHWM of navigable lakes,ponds,or flowages OR within 300'of OHWM of �" �, navigable rivers or streams. � C J Date activity will begin if permit is issued:MR Y .�D�date to be � � completed:/�/�U�H�3t,� �-0�,3 � Attach engineering design or complete the foltowing using additional sheets: 1. Describe proposed erosion control installation,construction phases,and finished site grading. y Include timeline,methods,and materials.(Silt Fence alone 1s not ample erosion control for c most sites) � D � tu The proposed building site is essentially level from the ' �roposed placement of the home toward the road. The back side of the proposed home does have a slight grade that projects rearward from the back of the home. This builder is proposing an erosion control fence that surrounds the property(front, back and both sides. Because of the layout of the proposed building site, the erosion control fence will be undisturbed during construction on three sides: the rear and both sides (south, east and west sides). The area behind the home is the area most susceptible to erosion because o of it's slight grade. A measurement from GIS mapping indicates m that the home is located 347.9 feet from lake Lac Courte Orielles. It is the builder's opinion t at an erosion control fence will '� adequately control any erosion during the construction phase. � n,�- L.�.v�'� �jQ�J'"�" �'� "� T�""' 3/27/23, 1:58 PM Real Property Listing Page Real EStat2 Sawyer Counry Property �isting PropertyStatus: Current Today's Date: 3/27/2023 Created On: 2/6/2007 7:55:05 AM '-"Description Updated: 6/22/2018 � Ownership Updated: 6/22/2018 Tax ID: 2336 RANDALL L&TONYA L NIEDERKORN OJIBWA WI PIN: 57-002-2-40-08-28-5 05-002-000200 Legacy PIN: 002840285220 Billing Address: Mailing Address: Map ID: :2.20 RANDALL L&TONYA L RANDALL L&TONYA L Municipality: (002)TOWN OF BASS LAKE NIEDERKORN NIEDERKORN STR: S28 T40N R08W 8156W KOEPPLER RD 8156W KOEPPLER RD OJIBWA WI 54862 O]IBWA WI 54862 Description: PRT GOVT LOT 2 Recorded Acres: 3.300 , � Calculated Acres: 3.289 '� Site Address * indicates Private Road Lottery Claims: 0 7722N BROKEN ARROW RD HAYWARD 54843 First Dollar: No Waterbody: Lac Courte Oreilles � Property Assessment Updated: 10/10/2012 Zoning: (RR1) Residential/Recreational One 2023 Assessment Detail ESN: 445 Code Acres Land Imp. G1-RESIDENTIAL 3.300 81,000 0 � Tax Districts Updated: 2/6/2007 1 State of Wisconsin 2-Year Comparison 2022 2023 Change 57 Sawyer County Land: 81,000 81,000 0.0% 002 Town of Bass Lake Improved: 0 0 0.0% 572478 Hayward Community School District Total: 81,000 81,000 0.0% 001700 Technical College � Recorded Documents Updated: 6/22/2018 �Property History TRUSTEES DEED N/A Date Recorded: 11/10/1998 272320 652/489 https://tas.sawyercountygov.org/system/frames.asp?uname=Jay+Kozlowski 1/1 � � V r � � � � E-- R,` — � 1 � � i � j� � � ,.� � � I � ! 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'. � , , ,: ; w , � ; � � i -- � , � ;- � � � ' _ . _ _ ___ . _. _ _. .__ ._ - _-- - - -- : ; � - _ �__ _ __ , _ _ __ _ _ --_ _ _.� . _ ._ _ _ t . ; o � � ( L : r �� aC - � � `*' L� � p�, ! .,� i y �� ', � � f ,t� 1"• , , � !; : I ' , � ; � 4 , � __ ... - ; �._,_,. _�.___ __ 1% L,.`..,.:.._. - ,_, ; V � - - - -__ -- - - _ _ . ;:-..__ ___ ----y____. _a_ _.. __ ..�.____. �i_ .______ • �-- 00 --9. � __ ----..___. _ __ . _...____.-- __... W _ . _ _- --------- � --- j � � ,� . _ ,_..__ .__ �I _ -------� � � �—� � i � � ' � ! � ji ; r v, ' - ' � � � 4.� W ' .�� b ; t � °� Q I � � � � E � �, ��`` �, ? ( � � . � � f � � � i � �.' �, ; ; , � � ,` � �� ; `� � �.� j ; � �. ,� � � x ; � i i j P i ; V _ __ ,_�� G q� � '� ? ,.•`'CSC O NS�'t:. P,P6 _ ` FREDER19 f�, CO 4 �go n� _ W. _ c ZIETLOW = P �r X fs+ s SURVEYING �Pf/ f / Hayy��+rard 6 1�4= ., P.O. BOX 607 - HAYWARD, WI 54843 S 8 015) 634-3435 (800) 599-9781 FAX (715) 634.3864 %.� `°38E 1 V� / �f� 1 / C7 Pie a 52 , eck nr•, l0�' ,\b� '�iv 3 p ° LocA-rc-a iN Gov IT SE ,Lo7" 2 c 29 t k; 7o�U�1/ of P1�55 LAKE S w ' TiorJ 2g, �ya�l-�81.(�, 14"tAl/ �RoN 8,• Q , yEK , C'ooNTy, w►scoN�rN� P�fE 0 A 0 . f Ira T 43 p! G y N89°io'_47'N/ �s6.y3 c 2,q�sr� N89-58-os'tt/ I P �RoN Pos% �o o , O = Cx�s-rING S�Rvey M❑n1�t�1cNT I, FRED ZIE7LOW REGISTERED LAND SURVEYOR, HEREBY CERTIFY TO MY CLIENT(S) THAT I HAVE SURVEYED ❑ = S E ' AND MAPPED THE PROPERTY SHOWN UPON THIS PLAT AND THAT THE WITHIN PLAT IS A TRUE AND CDRRECT T �S SWT. k IRON $flip REPRESENTATION OF THE BOUNDARIES OF THE LAND SURVEYED, TO THE BEST OF MY KNOWLEDGE kID BELIEF. 11JT, 1.33 LBS� pp_ZJQZ�7 r9 &9 2- �,�`�.3"i.. �a:r�y.. 7`<�+in ' r :' '"� �°, f •°�` „y�'' t< , F' `�.^�r' � � �r y�Y �Id t f r� ry �y/' .. }.� �} .. 4�� .. r' n' J! ;.��' - * �, � �',YY'- J Sr . 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E4U CLAIRE WIS. 54702 ti X 17 PAYER ORAWNBY.'NTUNANY KEYMLTf/RANY�LYMANL(/MBER.COM 715838$398 •.m,•�"*•^'• a r,�.w.,.w�wm. a.. � ��e �.� �a��..m. .� . . . e.is• �.ww �:i.�. , �im� .�. .�wi4me.. ..wn ..�nam.... w . am.+ ��~u„y�N��r�dAW.l4�vlWF1J'e�AwYu�n�uv�Mw�w�wWVR�ns.�.lum�AUJi�Wuv�lle.Ju�a�u InqsmWL.i.ulu�luW�nina�W.ryi�vW. � . .r..�«n�Ic�m��.��iJmufelnlrrrywTVMvau:�4M^'�m�^`^�^�^�'. _ �� , °6'�164_�� m � �� I� � Ii�III� � d�i�il��"j" �— �� < '1 i�l�� -_ �— �� I�I � �'�I�I�I I � � Ilili,ili��, r I,�, I, , � � — ,I � , � �, ��I�i�Iiili�I ' z II� I��I�� Illj��i�� I Ill�iiii�i� � � �'�I I��j��i�� ' ,� �I � i,a� �� ,� I�'� ��:I , ,,�,, I�I,�IIIIII�I� ��I �� I�I��I�I II��!��I� 'U ��li, r �I I�� I �i�l� �� = III I j I��,�!I�!li��,�� III II, �. , , � � � I��I��I � �II�I��i�ll, ; l � �� a� m �I�J�,��;I:��1� � � � � � I!�! _ � � I!I ,,,. — ,��. o ' � , I z � !'llll iill l �ll II : lll l lll l�ll�,i�i�� : � �I, I a��, � ._��: �. � - N e� A A � � - f�D D � o m � � � � � � � C � N � N rn N rn _ � N � N rn � � ; N I � � � N CdYTRAC7AR: N/A ��F/23/202? g/y9/ppy2 n�n LYMAN IUMBER COMPANY 20/�/�� ~ L THE PROFESSIONAL BUILDERS SUPPLY CENTER No�owrvrR• N/EDER/fORA;RANDY&TONYA 1p�1�/� MANr ZZ-�7 PNONE.• W.T. 1/B�'=1'-0" 1700 WESTERN AVE.EAU CIAIRE WIS.54702 - SZ X 17 PAPFR ARAWNBY•XJUROMY I(ENN 1URANY6LYMAN[UdB£R.COM 725836839�8 .. . . ,�- .', ..,.,.�...�_,.�,...�.... .�,.�a m.,.�- . . ....-...�� - .n.y�.� <u+nA'<a�amlaemxeQ.. �c w mv mu •m .a . '� � 1ST FLOOR LAYOUT SCALE:1/8"=Y-0" � N � � � - W � W D � � zo`�o m � r 0 � m � � r OD � � D � rn � � O � n 2 �,-0, 26'-34" 5'-bh� 1'-Ilis•• �<•]0[�� 13'34" 10'.�k" '-4L' 4'-94" 3'-3k" �_IIk' S'fJ' S'-O' �'-3h ��em \ no o->.��.�crmrn�inuNrnom n� ay r e � Nr P �-'!$.-..""'"'__"".... � a'v� '�v•________"__5 � I � 13 6' � ,I S - ij,.oy�� b � � P °i a 6• � = . ; � � ' i � � : b.s' -- , a� ;�� ; � _ �� ; �, �'A e ,- . , . . � ; � � �--•-•----......--.-•• U � - � � - b , � � � W ❑ r : � � r . _ .. � � - ��----� �------ p � � < -- _: � � � . � � � - � � � . E6 - - - '------------- �, °e �° i G7 N ; � _ n. d : D � s : �� : � , � ! ; >a . n : — -- --- � � . „ : � „ ,� s, „- � -�------- -� a � „a � = ,� s v 4-0• w ...."""'_'"_"""_"_'""' � � �� I.:-34" " � � _- P d "ei � � b �� - o�� 6 � c � j • ,ti . � ' 4-0" . . _'_" , ""�ou_._..... � . ' � ' � S. i.ou • b„ ; W . ....�uee om� . � W , me ' ..............."'_' tlo G � N Y � � C � .ccc�.s 9: O � 6 � b T e � � P � C N � �o ��n a � ti fl b 4 H D O I�> r-.; 6 s P E ' vll �' - � p �R� z � o a a�� _ ,s.�. � � a•-0^ � � _ � x^��R � 16'-�' 3" b 0 " � II 98h �^ A io' n �. A 3 G 5'4=k" 5'.]'S" ]'Bk� II'-1' 0"'-04' I'-II`. eO5-34 ]'-6' S'6" IO-9k'. '-4h" 5'-Bh" Ib-II " '-]4' eQ �Qa �-0 CONTRACIYNP: N/A DAlE,•8/Z?�2q12 9/29/?Q1? �� LYMAN IUMBER COMPANY 10/20/2b2? HOMEowivm.• N/EDER/fORN,R4NDY&TONYA 10/17/2q22 THE PROfESS10NAL BUILDERS SUPPLY CENTQ2 p�q/y,y��' PNO/YE wT 1/8"=1=D" 1700 WESTERN AVE.EAU CLA�RE WIS.54702 - 11 X 17 PAP£R ORAWNBY.�/f7(/RANY NEV/N TURANYILYMAN[UMBER.CpN 715,838$3AB - - �.�-.,.,� - ..., - i0..��"�` m� �.,m . ,�.�,.... .,� .. .a. ... d � "" . �r.,r....mtyw..:. � - 2ND FLOOR LAYOUT S�ALE:1,8"—1.-0• 6'-0' b c a. CONTIPACTOR: N�A DAT�8/23/102? 8/19/20?? A��I LVMAN LUMBER COMPANY 10/10/?022 �•} rio�ve ox�ntA: N/EDERlfORN,RANDY�TONYA 10/17/2021 THF PROFESSIONAL BUILDERS SUPPLY CEMER v[avf 12337 P�NE.• W.T. $/B"�1-0" 1700 WESTERN AVE EAU CLAIRE W�S.54702 — 11 X 17 PAP£R ORAWNBY:/(lIlRANY XE7%N 7URANY�LYAUNLUMBEq.COM 735&?8-8398 ,*��m��d.�,•�•�a.�,� „ . �,..� � .5....w. _ .�.. ..,..,... .... �� . . .M.,..,., .,„"'"" . y. � BASEMENT LAYOUT SCALE:1/8"=1'-0" � f,�, �'1 W 0 W C � z � � � � � T z D = rm r 0 � ��• �.�° �-0• z3�-ioK' '-iy„ p._�„ ��._ik�� :..............'-------•--..............................................f_.... ........----...................._...---•--•----^-•---"---'-•----............... : ............""........"""............................................ 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S IA 7.��. g.�� 3l'-9�" 13.��. 8'-0' qb'{�' S4'-0� COMRACTOA.• N/A ��j�� /�_r �YMAN LUMBER COMPANY 10/SO/20?2 r� Ma�owxfa.• NlEDER/fORN,R4NDY&TONYA =o/s�/2vzz � THE PROFESSIONAL BUILDERS SUPPLY CEMER PLAMy ZZ�7 �� wT I�B"=Z'�" 1700 WESTERN AYE.EAU CLAIRE WIS-54702 — Z2 X 17 PAPER ORAWNBY.'K71/RANY lfEV/N TUN.WY�LYMANLUMBfR.COM 71SF3BA398 �-��— m•mW �.,.m.� �r`�,� ..e.a k�w:u Wall Bracing Compliance Worksheet Complete this worksheet or provide equivalent information on the plans submit[ed with the permit application. Sketch and dimension the building plan and the wall bracing rectangle(s)per 321.25(8)(c)1.and Figure 321.25-B Provide and label additional sketches if the buildirrg plan/rectangles change at different floor levels. 56'-0" 56'-0" "B" FOUNDATION � "A" MAI N LEVEL o � � � Indicate applicable Wall Bracing Method for each level(see Table 321.25-G),each labfed retangle if more than one[see 321.25(8)(c)],and amount of brecing(#of braced panels or length of braced wall required)per the respective table(provide additional worksheets for additional rectangles as needed). Rectangle:A Wall Ht.=10 Eave to Ridge Ht.= 10� Max.Opening Ht.= 8� Wind Exp.= B W811S SuppOrtiflg: Intermlttent method(LIB, Corrtinuous method(CS, PF Method(see Fgure DWB,WSP,SfB.GB, WSP,CSSF$)and total 321.2SA).Indicate PCP)and 8 of panels per length required per Table number of PF panels 16 Table 321.25-1 321.25J 24"wide provided, Min.panel width(Table Min.panel width T�ble Min.PF width(Rg. 321.25-G)__ 321.2SH)= 321.2&A)__ �ong side Short side long side Short side Long side Short side Roof and ceiling only 9' 9' One floor,roof and ceiling Two floors,roof and ceiling Rectangle:B Wall Ht._ $� Eave to Ridge Ht.= 10� Max.Opening Ht.=5�4��Wind 6cp.= B W811S SuppORlflg: IrKermittent method(LI6, Continuous method(CS. PF Mettwd(see Rgure DWB,WSP,SFB.GB, WSP,CS-SFB)antl total 321.25-A).Indicate PCP)and#of panels per length required per Table number of PF panels 1E Table 321.2&I 321.25d 24"wide provided. Min.panel width(Table Min.panel width(Table Min.PF width(F�g. 321.25-G)__ 321.2SH)=�4 32125-A)__ Long side Short side Long side Short side Long side Short side Roof and ceiling onty One floor,roof and ceifing 14.5' 17' Two floors,roof and ceiling PF Method:For Intermittent bracing,per Table 321.25-I footnote'h',each PF panel(1Cr24"wide per Fgure 321.25-A)counts as 1/2 of a braced wall panel when determining compliance with Table 321.25-I.For Continuously Sheathed bracing,the actual length of each PF panel(1Fr24"wide per Fgure 321.25-A)in feet counts toward the required total length of bracing required.For intermittent or continuous methods,each PF panel meeting min. required width of Fig.321.2�A counts as a braced watl panel when evaluating panel spacing per Fg.321.25-C. Indicate location of required braced wall panels determined above on each rectangle side as required by Figure 321.25-C This document is baxtl oR of Fpril 2014 draft. coNrnacroa.• N/A oa�•a/23/2022 9/19/2022 ^�� LYMAN LUA48ER COMPANY MOMEOWN6L• N/mERKORN,RANDY.IF TONYA so/zo/aoTz 10/17/ZO?? THE PROFESSIONAL BUILDERS SUPPLY CENTER �� P!lONE.• W.7. 1700 WESTERN AVE.EAU CLAIRE WIS.54702 - 12 X 17 PAPER DRAWMBY.•/(7(lRANY /(EV/N7URqNY6LYMANWI{�ER.COM 715F3683AB m.,.. �d � �� - P,. ..� . �, m. . ,.r.,.�:.','�'�'.��.., ,m M.,..,,m „ WARNINGS Ssq 1.WINDOW SIZE,LOCA710N,AND GRILLES TO BE VERIFIED � BY NOMEOWNER/CONTRACTOR BEPoRE ORDERING ��+ cv �i� `L � ��3 la. FR4MERTOVERIFYR.O.WITHWINDOWORDER v ,�i i;� r r� ��g 2.KITCHEN WINDOW AND CABWET LOCA710N TO BE VERIFlEO Z � 3 +Eg ON ACTUAL VJTCHEN CABINET L4YOUT a � w� 4� 3.WLUMNS�RAWN AT 18'X 18"UNLESS OTHERWISE �5� SPECIFlEp 6V CONTRACTOR v 9 = y„�� 4.ALL GARAGE WAILS EXCEEDING SO'qRE TO BE 2X6 CONSTRUCTION f � � �1�pp PER TABLE 321.25-A PER WISCONSIN UDC ZB��OVERHANG � Q a F-g Z z ��5 5.RAILING IS REQUIRED BY CODE IF TO OF PORCH IS MORE THAN 24" 12 � 4 �i 1 f� fROM TOP OF GRADE 5� � � y '3��j MRVENT BFFFLES � �u ��p 6.RAILING IS REQUIRED BY CODE IF TOP OF PORCH IS MORE THAN 24' nsPnul swvc�es � $ ;¢�� FROM TOP OF GRADE Pr�.enciHee�zeo aoor rausses g ICEAND WATER W f.�A� '2 GOURSES) � .-I i��g l2'O58 SNEATMMG M C11PS �{'K a5onrnc irvsuunor+ � �€�� 5/B"p(YV WALL ON �_� POIY VAPOR BARRIER 9 I-2XB TDP PLATES +�i�� 2X8 FA9CIA TYPICPL]%6 91DiNG EXTERI�R YVALL� �' 1i1fi'SMEATH`.NG �� PRE-FINISHEDALUMINUMSOFFITWI AiRBAftFIER ;�, p E�l1ALLY5MCE�VENTS ]%95TUOS�18"O.C. ��, q R21 BATT iN5UL1TION O 4A B MIL POLV VAP�R 9ARRIER � �� tl2'GYPSUM BOARO Q B p� � s 5 � ~ �3� � � a�� n ` ;s�k' z'<e TYP�CAL 2X8&IOMG EXTERIOR WAIL�. j�'�� 1I18'SHEATHING NR BARRIER TYPICNL ROOR JOiST SVSIEM: §e�� LX14 SN�S�1 ti'O.C. 3/q�T8G O58 SUBFLOOR 9^�v R119NiTIN ULATION 18"TRUSSCEPTHMlOSMCING � �i 6NILPpLV��4POR0�R0.iER BVSIIf�PLiER �' N ll3'GVPSUM90AftD ((yy j-�b TXB BOTTOM PLATE (1�{y(�(V �,i g y �V N a e a - RR � . ' �� oo � �0 q h M � ?XB 9LLL PIATE ON GA9KET � FASTENED TO FOIINDATION � PER COOE fY n TYPICAL 8'CANCRETE WdLL'. ` B'C�'CRETF S GONTiNU0u9p4NORiZONiALBARS,FROVIDE �YFTERPROOFING � Al LEA3T(2)�B'-0"CLEAR.1�)4i 9'�d' � CLEnR.AND(�)'�t p11'GLEAR.Al CON1�UG7(�R'S OPTiGN.THE LOWEST WpLI. ; F I H�HIJtMdTnl.i]NRMAfBF(kAiTfFIJiF(2)iN �%46Tu�S�10'Of.. � T�FGOOTIN(;HORIJONTNHARSflREGLACFDIN R�1��I�ULAiION O 3 , �w �9 a � � I � 2 an x z��o•ioNa ooweis��r•o.c.u,� � � � wi s•nuNxnuN Eiueeo O � coNcaE�FooriNc flj � . d � 8 oaniwraEaERcooE-'Q P� Z `� � 6MIL.POLY VAPOR BRRfiIER (2�Y4 CONtINU0U5 NORiZOMAL P()tMEO C.ON(:RETE SLAB ^ 9ARS IN FOOTING �[ � � � � � � � � W � � � g � o , ,