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<br /> DESIGN ANL�DETqIL OF THE NWIN WINDFORCE FESISTING SYSTEM FOR A SING�E-FAMILV FESIDENGE.
<br /> CONSTRUCTIONISTOBEINACCORDANCEWITHTHISDOCUMENT,STANDARCINDUSTFVPFP.CTICE.AN�THE Norton Homes
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<br /> NOTES 18215 45th Avenue N,Suite D
<br /> 1.THESE DOCUMENTS APPLV TO STRUCTURAL ONLV.REFEF TO HOUSE PLANS PREPARED BV BRUCE LEHRER,
<br /> nacHirecrustoateoicianFoa MoaewFoaMnrioN. P� fT10UYh,MN 55446
<br /> 2.ALL EXiER10R WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE W ITH THE FOLLOWING CflITEFIF.U.N.O., y
<br /> WHIGH MEETS OR EXGEEDS THE REOUIFEMEMS OF CODE SECTION R60210.4-WSP AND CS-WSP.
<br /> A.2x6 STUDS SPACED @ 16"O.C. - --� ���'� -�-
<br /> B.EXTERIORSHEATHING:%s'MIN.STFl1CTURP.LPANELSHFATHINGw/BdNAILS@6"O.CATPANELEDGFS ��-� �-� ��- ���- ��-" �--- -��- - �
<br /> PND12"O.C.ATINTERMEDIATESUPPORTSOFI�"16GAUGESTFPLES@3"I6"SPAGING, r�-:�aG� -�-'� � "� �:s �..... Rev�is�ion Date Desc�iption
<br /> 3.ALIINiERiORWALLSAFETOBECONSTRUCTEDINACCORDANCEWRHTHEFOLLOWINGCRREFIA,t1.N.0. - � .
<br /> A.2zG OF 2t6 STUDS SPACEO @ i6"O.C. � e��'� z
<br /> B.WALL SHEATHING:yz"MIN.GVPSl1M SHEATHING FHSTENED TO FRAMING rvl5d COOLER NAILS @ B"O.C.MAX. �� E g _ 3 � ����
<br /> OR TVPE 5/W WALLBOARD SCREWS @ 16"O.C.MA%.(�"MINIMUM STUD PENETRATION) PROVIDE HOL�OWNS
<br /> 9.ALL FLOORS ARE TO BE GONSTPUGTED IN NGGOFDANGE WITH THE FOLLOWING CFiITERIA. �'. AS SHOWN W�'S2
<br /> A FLOOR FFiAMING SPACED AT A MAXIMUM OF 26"O.C. � ���.
<br /> B.FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHMG rv/Bd NAILS @ 6"O.0 AT PANEL EDGES AND 12'O.C. ���. -
<br /> AT MTEFMEDINTE SUPPORiS. ���
<br /> 5.ALLROOFSARETOBECONSTRUCTEDINACCORDANCEWITHTHEFOLLOWINGCRITERIA. BRACEQ �,�-F''�
<br /> A.ROOF FRAMING SPACED AT A MNXIMUM OF 2A"O.C. PROVIDE TOP OF WALL WALL LME
<br /> B.FFSTEN ALL ROOF FR4MING TO TOP PlATES WITH SIMPSON H2.5 CLIPS OR EOUIVALENT ANC�3)etl CONNECTIONS SHOWN FOR ..
<br /> TOENAILS. BRACED WALL PANELS ALONG �
<br /> C.ROOFSHEATHING:yi'STRUCTURALPANELSHEATHINGwietlNHiLS@6"O.CATPANELEDGESANDI2"O.C. INDIClTEDPORTIONOFWALL ` ����� ,.
<br /> AT IMERMEDIFTE SUPPORTS OR 1%"16 GAUGE STAPLES @ 3"/6"SPACING. -� �� ������������������ �� � '
<br /> 6.ALONG LENGTH OF WHLLS,lAP WALL TOP PIATES A MINIMUM OF 24"AND FASTEN TOGETHER WITH(8)164 �_ ���
<br /> .,.�
<br /> NA LS N LAP 20NE AT CORNERS AND WTERSECTIONS lAP PIATES AND PROVIOF 2 tOtl FACE NAILS.
<br /> I) i
<br /> ].CONNECTIONS NOT SPECIFlCALLV NOTED AFE TO BE IN ACCORDANCE WITH CODE TABLE R602.3�1). . . ' "' � v=_��n � PLANS SHOWN LIGHT IN BACKGROUND AF[�OF
<br /> 8.FRONTENTRYPOPCHANDDECK/RECONSIDEREDPRIMHRILVOPENNON-ESSENTIALSTRUCTURESANDNRE ---- �--�� .,-.�
<br /> EXCLUDED FROM THE OVERALL MNIN WINDFORGE SVSTEM OF THE HOME PFOVI�E LEDGERTENSION AND BRACED �z�`�'�) �4�) `^�'�� LOCATION REFEFENCE ON�Y.PIAN NOT[SAND
<br /> POSTUPLIFTCONNEGTIONSPERCODE. WALLLINE - ��- --- '-�- �� �� � ELEMENTSSHOWNLIGHTMAYNOTNECESSARILY
<br /> _ � ��.} Sl1PPORT THE WINSON GROUP'S DESIGN.
<br /> M/aTERIALS
<br /> �.
<br /> WALL STUDS(10'OR LESS�: SPF STUD GR4DE OR BETTER '
<br /> WALL STUDS(OVER 1D'�: SPF NO2 GR4DE OR BETTER
<br /> 15L5TUD5: 1J4'WIDTH-1.3EORBETTER �' ' �„
<br /> .. . _.... ..... ,,.. ... .-
<br /> DIMENSIONNLLUMBER: SPFN02GR4DEORBETTER �-� �'� � � ��� ' " ' - � ���� ` -� �.",'�- -.
<br /> TREATEC LUMBER SYP NO2 GRADE OR BETTER
<br /> �SL BEAMS: 1�"WIDTH-1.SSE OR BETTER
<br /> LVL: 1%"WIDTH-19E OR BETTER
<br /> � REFERENCE PLAN
<br /> LOADS 51 pqRTIAL LOWEF LEV[L PLAN SHOWN
<br /> ROOF SNOW LOAD: 35 PSF
<br /> FOR LOCATION REFERENCE ONLY
<br /> ROOF CEAD LOAD: 15 PSF
<br /> FLOOR LIVE LOND'. 40 PSF
<br /> FLOOR CEAD LOAD: 15 PSF
<br /> WIND LOAD: 90 MPH EXP.B
<br /> COCE
<br /> 2�15 MINNESOTA RESIDENTIAL CODE
<br /> _... ..._.. ...._. ....... ......... ......... ' ...._. .____ .._..__ .___. _..... ....._
<br /> (MIN.LENGTH) '
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<br /> � -INDICHTES EXTERIOR BRACED WALL PANELw/SHEATHING ON EXT[RIOF FACE IN ACCOR�ANCE wl NOTE 2 PROVIDE ¢J ,
<br /> INCREASEDFASTENINGREQUIREMENTSASSHOWNBELOW. PROVIDETOPBBOTTOMOFWNLL '� �� '� ,
<br /> CONNECTIONS SHOWN FOR CONSTRUCi m 3 '',
<br /> �MIN.LENGTH� BFAGEDWALLPANFISALONG SHEARWALLAS . , �'�,
<br /> � -INDICFTES IMERIOR BR.4CED WALL PANEL rv/GYPSUM SHFATHWG BOTH FACES WRH EITHER FASTENEF OPTION LISTED IN �NDICATED POFTION OF WFLL SHOWN W&52 �,
<br /> NOTE3.SPFCEDAT4'O.C.PROVIDEINCREASEDFASTENINGREQUIREMENTSASSHOWNBELOW. �- "`�--.-'`---�--"-�-''
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<br /> �_ _:___ ... . _... ...._.. ...._..... ...... . . � :,� , ..
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<br /> -INC�IGATESENGMEERECWINDRESISTINGELEMENTSTO�EGONSTRUGTEDHSSHOWNINTHEDETAILSHEETS. Q j +� � '- - -
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<br /> m3 '� � .�.: �,.�_ -. 6i
<br /> PEPRESENTS � ROOFTRUSSES . , .
<br /> i �
<br /> FASTENED TO PL4TES _..
<br /> FlGURE - .._.. _ . . ,__ . .- . .
<br /> F602.10.8.2�3) w113)BtlTOENP.IL58 qOOFTRUSS FLAT2s6@26'OC � "::.e: --- 6RACED ��'-rT� ���� -�. IS-F���
<br /> SIMPSON H2.5 CLIP FASTENE�TO �MIN.(3)PER BRNCED BFiACED �'-��� j4-F"�
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<br /> FRAME2zaBOX PlATE5w18tl WALLPANEL) h'.4LLLME — . �- "' '� � WALLLWE ,
<br /> 2x4BLOCKING ' � �n^..- � 4 � �.- �
<br /> AROUNDSPACE TOENAILS@ � � � f ; �e,�.�'.--. � .�.. � � ���"'�---- �
<br /> NETWEEN ROOF ��`
<br /> BETWEEN TRUSS w/ 6'O.C. ' � � ' �` �� � ��
<br /> TRUSSESNAILED TFUSSES � "' E : �
<br /> S/aMESHEATHING iOTOPPLATESrv/ � ���EF� � � ~. � .
<br /> ANDFASTENINGFS �3�BtlNNILSEACH � " �'- � - ���` �
<br /> WNLLBELOW NAILBOTTOM � "' " ' S y � -
<br /> �ORREPL4CE / PLATETO - � �' _ , �. CONSTRUCTPOFTAL
<br /> ADEOUFTEC'EPTH �LADDERTRUSS (a10.131"O SIMPSON `S � . ��_ .._ _ '_ . FRP.MENSSHOWNIN
<br /> 2xMEMBEIi NAILBOTTOM �y/�3)t6dNNILS x3 NAllS q35 ��� � - ��,'� ; � � .. 1/5251M.MIRROflED
<br /> � ` LL
<br /> PLATE TO PIBBON � � " t i� , �- � - ,�i i �
<br /> pi2s3}f WOt?[��BRACE/TRUSSw/ EVERVI6" g�CEp FPAMING � ' ' ,m ��
<br /> , -.a.. .,a+- .._.
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<br /> SCREWS @ 16 O C. �3)160 NAILS WALL PANEL ANGLE . �'� >�� ; � --- ���P ... . `� `-
<br /> WSTFLLEC I�' EVERY 16' EACH END �. : —• ...
<br /> AD�ITION TO Nl�ILS NAIL LAD�EF BRACED WALLCONNECTION ��3' � g ' '�"`'"�
<br /> �UPPERLEVELROOF NAILEACHTRU55 TRUS5T0 TOP 1� �3 �
<br /> TFUSSBFARING �TOTOPPLATESrv/ PLATESrv/Btl (ROOFTRUSSES� �� { _ �
<br /> WALLSDNLVI �3�BdTOENAILS �. , . ' � _ . .
<br /> � � .
<br /> NAILS@6"O.C. FLOOR � ." . - . ._� �� ., -: � Yce y � p n spE � po
<br /> TRuSSES :. � - '�- ...�f f�... ���;§ << �.� ' � as PbeParetl bY mehos ul tler mycdlr ctt upervelsion
<br /> EXTERIOR BEARING WALL EXTEFIOR NON-8E/+RING WALL - ' -
<br /> ,.. .�_ -_ ,� - � - and ihat I am a duly L ce setl Profess onal Engineer
<br /> 2r4 BLOCKING - " � ( � .. � � CONSTRUCT POFTAL undet the larvs ot the S�ate ot Mlnnesota.
<br /> PROVIDETRUSS " '
<br /> BETW EEN (41 0.131"C� yF7) �2�5�T) (2.5 � � FRNME NS SHOWN IN 1/52 � /Y�!
<br /> TRUSSESNAILEC DIFEGTLYINLINE x3 NAILS �� B�CED � � �� y� � �ri .�.� . Signed: �/ - v�
<br /> wl BFACED WNLL — - • ' e •'�. �.._,�. ._ -o •.
<br /> TOTOPPL4TESwi PANELFASTENED gqqC�D WALLLINE �� , -- , . ; .- - - ,._. .... ;.. .,
<br /> i3�BdNAILSEACH TOPLATESw/Btl WALLPAN[L SIMPSON . .� . �.�. ` . � Y V , �. � \: PflniName RyanMack
<br /> TO[NAI�S�c6"O.G. LTP4 � � : , e.� .. , `.' �� 45FT) (C5F1�' :
<br /> FlAT2s6CZ�"O.C. FRP.MING ' . ' �. ��. � � '_ Date�. 10-23-17 LicenseNumbe��. 45673
<br /> (MIN.(3)PEF BRACEC P�TE f . ^ ..
<br /> WALLPANEU EAGHEND ��. � g
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<br /> .._. ........ ___.. _..- __._ _ ..
<br /> NHIL BOTTOM PLAT[ NAIL BOTTOM PLATE FLAT 2x6(`24"O.C. SIMPSON � .� ��
<br /> TOBLOCKINGw/�3� TOBLOCKINGrv/�3� (MIN.�3)PERI3RAC[C' LTPa CONSTFUCT " � � � �
<br /> I6tl NAILS EVERY 16" 16d NAILS EVERV 16" W�LL PANEL) FPAMING SHEARWALLAS � �� .�
<br /> PLATE
<br /> PROVIDE FULL DEPTH BMCED EACH END �. SHOWN IN 3152 F �� �� � ��,
<br /> PROVIDETRUSS WALLPANFL �
<br /> BLOCKWGBETWEEN �� --- r ��. �, � .
<br /> TRUSSES NAILED TO DIRECTLY W LINF „,... � . ..... � ""' "' "'' ' � ���. 3Ao]Kilmor lana NOM
<br /> TOP PLATES wl(3)etl wl BRACED WALL Inl 0.131'4J ' :-. -,-.,......�_. _ . . " ___�o. r- ....___ �--�..',. ... gui�e 4
<br /> x3"NHILS' ' - - - ' -- . . "'
<br /> NHILS EACH PANEL FASTENED __— � _. + .".... -___ .___-__ "w_- —_—..._.. _ .- ---- -.- ��' -_ - {'IYmoul�,MN SS4G1
<br /> iOPLATESw/Btl .. .. . .-.. .` .�.:��.. . . . . - ..-. .... .- - Te1612-]OB-3�,I2
<br /> NAILEACHTRUSST(J TO�NAILS�J6"O.C. FLOOR _. .... ... ...... .... .._.._. . ..... .. . www.han�on9roupmn.com
<br /> TOP PLATE rvi(3)ed THUSSES
<br /> IOENAILS
<br /> iNrraioHeenaw�wn�� wreiiioHNON-senaiNcwn�� eanceownucoNNecrioN � REFERENCE PLAN
<br /> ,F`°°"T""SSES' s, Mnw��vri_i�nNsi{owNrori MolineResidence
<br /> SECTIONSSHOWNDEPICTCONNECTIONSOFBRACEDWALLPANELSTOROOFTFUSSESA�OVE,TO DETAILSSHOWNABOVEARE LOG�fI()NIitFL11LNCEONLV
<br /> JOISTS/�RUSSESIBLOCKINGNBOVE,HNDTOJOISTS/TRUSSESIBLOCKINGBELOW.THESEPANFLSARFNOT qLTEPNATIVECONNECTIONSTOBE 690 Pinehurst Court
<br /> NECESSARILV FEOUIRED TO ALIGN,BUT MAY DEPENDING ON PIAN IAVOUT. USED WHEN BPACED WALL PANEL
<br /> DOESNOTNLIGNWITHFMMING. O�On�,MN
<br /> THESESHEETSFEPRESENTACOMPLETEDESIGNOFTHE MAINWINDFORCERESISTINGSVSTEM FORTHEENTIRERESIDENTIFL
<br /> STRVGTUftE.THE LOCATION AND LENGTH OF EACH BRPCED WALL PANFL AN�ENGINEERE�WIND FESISTING ELEMEM THAT IS REQUIRED FOR
<br /> THE HANSON GFOUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS.WAI.LS NOT SPECIFICALLY IABELED ON THE PlANS MAY BE
<br /> STANDARD FRAMING.
<br /> Projec�Number: 7,593 ^ �
<br /> Daie'. October24,2017 �`),
<br /> Shee�s�. 1 of 2 v/
<br /> OCOPYRIGIiT fi4N50N GFOUP,lLC 2�1]
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