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<br /> DESIGN AND DFTAIL OFTI{�MqIN WINDFORC�RFSISTING SYSTFM FOF A SINGL�-FAMII V FESIC'ENGC.
<br /> CONSTRUCTIONISTOBEINACCOFDANCEWITHTHISCOCUMENT.STANDARDINDUSTRYPRACTICE.ANDTHE Norton Homes
<br /> CODE.
<br /> NorEs .. 18215 45th Avenue N,Suite D
<br /> - __ _ _ _
<br /> 1.THESE DOCUMENTS HPPLY TO STFUCTURP.L ONLV.REFER TO HOUSE PLANS PREPARED BV DFP PLANNING 8 ., CONSTPUCT FRAMING
<br /> DESIGNLASTDATED1-19-1BFORMOREWFORMATION. � - �--� , �.:��_�E1�WDWIN�ROOMEND�r--��� ��-�� .. .-,� � � • �� ��, - P�ym�Uth,MN55446
<br /> 2 FLLEXTERIORWALLSARETOBECONSTRUCTEDINACCORDANCEWITHTHEFOLLOWINGCRITERIA.U.N.O., � WALLA$SHOWNIN�/Sa� -
<br /> WHICHMEETSOREXCEEDSTHEREOUIREMEMSOFCODESECTIONR602.1�.4WSPANDCS-WSP. . � � ` -.��f Wz
<br /> A.2x6 STUDS SPACEC @ 16'O C � �-
<br /> B.EXTERION SHENTHING:%s'MIN STRUCTURAL PANEL SHEATHING rv/ed NAILS @ 6"O.0 AT PNNEL EDGES � x o w �
<br /> AND 12 0 G AT IMERMEDIATE SUPPOFTS OR 1�"16 GAUGE STAPLES @ 3"i 6"SPAGING. � j -� �
<br /> 3.FLL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. "\ - � Q� Rev�is�ion Date DesCription
<br /> F.2x40R2x6STUD55PACED@16"O.C. ���. . �` . �
<br /> B.WALL SHEATHING:}'t"MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/Sd COOLER NAILS @ e"O.C.MAX. '. ' � `��� m� -
<br /> OR TYPE SNJ WALLBOARC SCREWS @ 16"O.C.MAX(�"MINIMUM STUD PENETRATION) . �� �
<br /> �. �. ">..�m¢
<br /> 4.FLLFLOORSHRETOBECONSTFUCTEDINAGCORDANCEWRHTHEFOLLOWINGCRITERIA � �.� i ��� �' �� ,.... 3
<br /> AFLOORFRAMINGSPACEDATNMAXIMUMOF24"O.C. -. gqq�p ; , ^�a� x.(4F�) � .a.-... .,:'.��':`= (4FT) -
<br /> B.FLOOPSHEATHING:�"STRUCTURALPANELSHEATHINGw/BtlNAIL5C6'O.CATPANELEDGESANDI2"O.C. � y,,.,�, WALLLINf --�..r.. �,� _ ��-. ..�. �' "�'�
<br /> AT INTEFMEDIATE SUPPORTS. - ..... ... _. ..... ... _ :`�,�`.� . : � '.La�' "
<br /> 5.HLLROOFSARETOBECONSTRUCTEDINACCOPDANCEWITHTHEFOLLOWINGCRITERIA. """"��� -� � � .��� ��`� '
<br /> F.ROOF FRaMING SPNGEC AT A MFXIMUM OF 24"O.C. � ' "� . � ' ' ��.
<br /> ��r....r- ' ':.. ,. .a
<br /> rsr.,,.... .., ..
<br /> B.FASTEN ALL ROOF FPqMINGTOTOP PlATES WITH SIMPSON H2.SCLIPS OR EOUIVALENT AND(3)Bd . '"�""'• � "` "`'� � � . "� §� . ��� � ��� �
<br /> TOENAILS. : .� . ..... �' .... '+..._ . .. .
<br /> 3
<br /> C.ROOF SHEATHING�.Ye"STRUCTURAL PANEL SHEATHING wi ed NAILS @ 6"O.0 AT PANEL EDGES NND 12"O.C. �� •
<br /> i:i I � 3�e g- eebsam� i
<br /> FTINTEFMEDIATESUPPOFTSOPI%"16G4UGESTHPLES�c3'/6"SPNCING. �� ' � �'� d �� ���,'
<br /> 6.ALONG LENGiH OF WFLLS,LAP WALL TOP PLATES A MINIMUM OF 24"AND FASTEN TOGETHER WITH(B)16tl � �i �� va om
<br /> NAILS IN LAP ZONE.AT CORNERS NND MTERSECTIONS,L4P PlATES AND PROVIDE(2)iDtl FACE NNILS. .. � �� �: �����' ` �. � �
<br /> 1.CONNECTIONSNOTSPECIFlCHLLVNOTEDHFETOBEINACCORDANCEWITHCODETABLER602.3�1�. :� _ � ` - PLANSSHOWNLIGHTINBACKGROUNDAREFOR
<br /> ' � .
<br /> e.ACCEPTABLEATCORNERSTRAPLOCATIONSTOHAVETWOFULLHEIGHTSTUDSORIENTEDWEITHER h - S' '
<br /> DIPECTIONFFSiENEDTOGETHERw/etlx3"LONGNHILS@3"ON-CEMEP.CALIFOftNIFCORNERS'OR �{ ,l..�.., �F � ' "t� ��� LOCATIONREFEFENCEONLY.PLANNOTESAND
<br /> �� ��.e � . ���,',,,; ' [LEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> TRFDITIONHLCORNEPSAREACCEPTHBLEPFOVIDE�FULLHEIGHTSAWNBLOCKINGSTUDISDIRECTLY ' �-��� ..-,-.'-t �.-� , 'J� � SUPPOFTTHEHANSONGROUP'SDESIGN.
<br /> BEHIN�FLAT PORTION OF STU�S FASTENEC TOGETHEF IN F SIMIIAH FASHION. �;� ' }^'=-r�� _ ..; :
<br /> 9.FROM ENTRY PORCH AND DECKS ARE CONSICERED PRIMAPoLY OPEN NON-ESSENTIAL STRUCTURES AND ARE ' � '�� . ��. '� '
<br /> :I ..,..vsv� '3 :1L4i� �..; �2�' � � . ..,...
<br /> EXCLUDEDFROMTHEOVERHLLMFINWINDFORCESVSTEMOFTHEHOME PROVIDEPOSTUPLIFT �! ���, 3 �`'�� � `^ : ��. - � � }�� � '_
<br /> CONNECTIONSAND LEDGEP TENSION CONNECTIONS PER CODE �'. � " � � �- ' '�
<br /> .� , >._... .. .
<br /> .
<br /> :i . � - - . . ...
<br /> :i ':, i .d�... . �C._..: .. -- .. ,� .. s.. .; ._+.. �'a�--- .
<br /> MATERIFLS �'�.. � . T ��.� .
<br /> 1
<br /> WALL STUCS(10'OP LE55��. SPF STUD GFADE OR BETTEF �� �. � :� . � ^T'�^ ��.
<br /> WALL STUCS�OVER 10'�: SPF N0.2 GRADE OF BETTER I . p� ' '�.�� ��.
<br /> i
<br /> i � �
<br /> LSLSTUDS�. tYx"WIDTH-1.3EORBETTER � �� � � �� _�_ -
<br /> DIMENSIONAL LUMBER�. SPF NO2 GRADE OR BETTER ,.v o.,. o� e i - - �
<br /> TREATEC LUMBER: SYP NO2 GRADE OR BETTER 9 Z °.s� � $ . _ � �
<br /> LSL BEAMS'. I%"WIDTH�1.SSE OR BETTER � M� , `�. ��•"s~a` . /-� ~' ���
<br /> LVL: 1%"WICTH-1.9EORBETTER ��� I �-, �.,: �`• �d �
<br /> I i >r'.�' ...��.� .. . _ .
<br /> ( �� .� _ ... . ,E��� .3 �
<br /> LOADS �...� . � ,_ .�-.�I�•,I . _
<br /> ROOFSNOWLOAD: 35PSF - � - "`�� � , -
<br /> ROOFDEADLOAD: 15PSF ' - �E - `' - � ""
<br /> �
<br /> FLOOR LIVE LOAD�. 4�PSF � . �� ^'� �� � ,�
<br /> . �� L � ;
<br /> _ ___ _ _
<br /> �. _ . . , .v�� � ..
<br /> �
<br /> FLOOR DEAD LOAD: 15 PSF , : ,., �.� ; -_ �, _ __
<br /> - t �_ : ' .�� __
<br /> WINDLOAD: 9�MPHEXP.B --- '-. .J ': �: . .. 1 ___" t� ' �-. . '.'`
<br /> CODE . . :. .. ..... -._.. - _ :....� __ ' ' �.
<br /> .___ \�
<br /> 2015 MINNESOTA RESIDENTI�L CODE �•�'� � �� � .
<br /> � REFERENCE PLAN
<br /> 53 LOWERLEVELPIANSHOWNFOF
<br /> LOCATION REFERENCF ONLY
<br /> (MIN.LENGTH)
<br /> � -INDICNTESEXTERIOFBRAGEDWHLLPFNELrv/SHEATHINGONEXTERIORFACEINA�CORDANCEw/NOTE2.PROVIDF
<br /> INCREASED FASTENING REOUIREMENTS AS SHO WN BELOW.
<br /> �MIN.LENGTH)
<br /> � -INDICHTES IMERIOR BR4CED WALL PNNEL w/GYPSUM SHEATHING BOTH FNCES WITH EITHER FASTENER OPTION LISTEC IN
<br /> NOTE3.SPACEDFT4"O.C.PROVIDEINCFFJSEDFFSTENINGREOUIREMENTSASSHOWNBELOW.
<br /> PFOVIDE TDP&BOTTDM OF WALL
<br /> CONNECTIONS SHOWN FOR
<br /> BRAGEC�WALL PNNELS ALDNG
<br /> 0-INDICATES ENGINEERED WIND RESISTING ELEMENTSTO BE CONSTRUGTEDAS SHOWN IN THE DETAIL SIICF.TS. CONSTRUCT DINING INDICATED POFTIqJ OF WALL
<br /> .....ROOM END YVALLFS u-
<br /> .__.. ..... _ ...... ....... �� ...._. .SHOtlVF!IN vS4 ,. . ... ...... . •�' ....,
<br /> REPRESENTS R�FTRUSSES �s M � wZ � � �
<br /> FIGURE FASTENEDTOPUlTES � , ��
<br /> R602.10.82131 � rv�13)Btl TOEf�WILS& ROOF TRUSS FLAT�s6 C 2�"O.C. .. ..... ..... ... .�. . . w .. .... ..,
<br /> SIMPSONH2.SC�IP FASTENEDTO (MIN.�31P[FePI+CED ��. Q? 4
<br /> o" w
<br /> FRAME 2x�BOX PIATES rv/Bd WAL I_PANEL) � ` �
<br /> 2x9 BLOCKING � '' " a -
<br /> AROUND SPACE fOENAILS @ Q� -,, . : m 3 �w
<br /> f3ETWEEN FOOF ¢-' ._... .. ....... .. . Lj . .
<br /> BETWEENTRUSSrv/ a �.��� �� � �' �.
<br /> SAME SHEATHING TRUSSES NAILE� 6�'�' TFUSSES m 3 ¢J
<br /> ANDFASTENINGAS TOTOPPLATESrv/ ' -. • �
<br /> ._ .-'. :, . �3 a.
<br /> WNLL BELDW 13)Btl NAILS EACH NAIL BOTTOM � �� ' (3�' �.� ����' �' � � ��-
<br /> �ORREPtACEw/ PLATETO � BR4CED ls'FTI . _.�ls-FT) � y
<br /> FDEOUATE C�EPTH LADDER TRUSS (410.131"� � � �� �
<br /> 2x MEMBER NFlIL BOTTOM SIMPSON WALL LINE� LL L
<br /> � F'UITE TO FI[3N�N W/(3�t6tl NAILS x 3"NAILS q35 ' .. � .
<br /> EVERV 16" ... .. -_, �-� (2]5-rT�. ,..(3.5-FT
<br /> #12x3yz"WOO� BPACE/TFUSSw' BR4CE� FRAMING �� • --�-- ` ': �. � - �- - '
<br /> ANGLE �z;�j �
<br /> SCREWS @ 16"O.C. �3�164 NAILS M�ALL PNNEL . �- '
<br /> INSTALLED IN EVERY 16" EHCH END : ,
<br /> ADDITION TO NA�LS NAIL LADDER BRACED WALL CONNECTION CONSTRUCT �.�� ��` .. ��
<br /> �UPPERLEVELROOF NAILEAGHTRU55 SHEARWALlAS � `.�S Y 9,.�.
<br /> TRUSSBEARWG TOTOPPLAiESrv� TRUSSTOTOP (ROOFTRUSSE51 SHOWNINI/54 . �
<br /> WFLLSONLV) �(3�BdTOENAILS P�TESwIBtl - � , - �
<br /> a
<br /> NAILS@6 O.C. FLOOR a � -w�,""' � � �" e. � _ Iherebycerity�hatih�splan SpeCi I� port
<br /> �
<br /> TRUSSES ""� ? � � � � � de O�P d h E Of Uttd2t rtl d. 1 �
<br /> E%IERIORBEARINGWALL E%TERIORNON-BEARINGWALL � F� _ t � � K=GKM . , - __ . , Fare ym y pe �son
<br /> ;� ...t. . ��..
<br /> .. . '` u„ „ - _ d tnat I am a duty L tl Profess onal Eng neer
<br /> 2x4 BLOCKING � . ,, r� � �' � �i--- . ��^ ` ' � � . untler Ihe laws ot Ne Sta}e �M�nnesota
<br /> BETWEEN PHOVIDETRUSS (a�0.131"0 '�. ' ` - ` -- - ' �
<br /> TRUSSFSNAILED DIREGTLYINLWE '-��- �, � -- � �( Slgned'. � � ��
<br /> x 3"NAILS
<br /> roroF.inrEs,� rvieancEowa�� E, + � I\'/Ij_ - -��
<br /> PANELFASTENED BMCED SIMPSON � i �� :' =�# �- • � • � � ' -- - - 7 \ M S �F�� PnniName�. RvanMaCk
<br /> i31 sd NAII S[ACH TO PLATES w/8d WqLL PANEL � ' ��- �
<br /> TOENAllS@6"O.C. LTP4 � , .. i �d '.;:e __-.: :�. . ".'� .. - .. pJ`7'CgY P� _ .
<br /> �:_ �-�:.... �
<br /> FIAT 2x6 @ 24"O.C. FFHMING � -- � _ -�- _
<br /> �MIN.�3)PERBPACED P�TE -� � ' � Af ' ��� _ � [y�g �` °�� � DatE'. 1-25-19 LicenseNumbe��. 46673
<br /> WHLL PANEL) EACH END :-'�'� � . � p�'�:,�' . .. ' �
<br /> NAILBOII(JMf'LATE FWT2s6Ca'24"��C. SIMPSON � - � « � . �
<br /> NP.IL BOTTOM PLATE GONSTRUCT . . .
<br /> .r �. �
<br /> .a ' „
<br /> fOBLOCKINGw/(3� TOBLOCKINGw/(3� �MIN.�3)PERBRACEC LTP4 SHFAPWALLAS ��..7� �s .,. � ' ,�-�_� �
<br /> 1GdNAILSEVERYt6" 16tlNFILSEVERVI6" WALLPANEL) FFAMING SHOWNINI/54 e._:. ��' �y "-- �--�- ' �
<br /> PIATE MIRPOIiEC �: . .:. '. � ' -- . :� „_-.�
<br /> PROVIDEFULL�EPTH BRACFD �CHEND l4�) �_ (q } ;. .. (325-FT' � �. _ •...� .. ����. ` `~- .
<br /> 6LOCKING BETWEEN PROVIDE TRUSS WALL PANEL BFAG[D �� " � . "•,•' �� ^. � ^ � , ':� ' `
<br /> TRUSSES NAILEDTO DIRECTLV W LWE WALL LME ���V ��-� '�-� .�; � �.. = ''. �'•� 3401 Kilmar Lana Nonh
<br /> TOP PLATES w/(3)Btl w/BRAGEU WALL (410.131"� ' . �. -
<br /> NHILSEACH f'/INELFHSTENED x3"NAIIS _. / ` �� �4�� . _��4"�T� Plymou[hMN55441
<br /> TOPLATESw/Bd .. •. . �.4�' � . .." 4.
<br /> TOENAllS @ 6"O.C. BRACED ' '(��i) � (4 FT) . � � �. ,. �.. Td 612]OB-35I2
<br /> NAIL EACH TRU55 TO FLOOF �� � v+� - � " wv�w.hansongroupmn.com
<br /> WFLLLINE ' �`
<br /> TOPPLATEw/�3)Bh TRUSSES - ' ��. r,.
<br /> TOENAILS � � ���. , �. � � ���
<br /> INT[RIOR BE�fiING WALL INTERIOR NnN-l3CARING WAIL BFiAGED WALL CONNECTION , ..... -� -� �_' " .... � ._...�*, _..... �� •% " -% �'.
<br /> . .. . ... . .._ _.., . . . . . .Y,
<br /> (FLOORTRUSSE51 ... � . . . ... . .....: .... :. . . . .
<br /> - - - : " ; ; Single Family Residence
<br /> SECTIONSSHOWNDLPICTCONNECTIONSOFBRACEDWALLPANELSTOFOOFTPUSSESFBOVE,TO DETAILSSHOWNABOVEARE
<br /> JOISTS/�RUSSES/BLCCKINGABOVE,ANDTOJOISTS/iRU55ESiBLOCKINGBELOW.THESEPANELSFRENOT ALTERNATIVEGONNECTIONSTOBE PqOVIDETOPOFWALL 650 Pinehurst Court
<br /> NECESSARILY REOUIREDTO ALIGN,BUT MAY DEPENDING ON PIAN IAVOUT. USED WHEN BR4CED WA�L PANEL GONNECTIONS SHOWN FOR
<br /> DOESNOTALIGNWITHFFAMING. �� REFERENCE PLAN BRACEDWALLPANELSALONG O�O�IO�MN
<br /> 53 AMIN LEVEL PLAN SHOWN FOF INDICATED PORTION OF WALL
<br /> THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE MAIN WINDFORCE RESISTING SVSTEM FOR THE ENTIRE RESIDENTIALSTRUCTURE.TH IOCATION RFFFFENCE ONLV
<br /> LOCATION AND LENGTH OF EACH BRAGED WALL PANF.LAND ENGINEERED WIND RESISTING ELEMEM TH4T IS REWIRED FOF THE HANSON GROUP'S
<br /> DESIGNISSHOWNONTHESTRUCTURALCRAWWGS.WALLSNOTSPECIFICALLYLABELEDONTHEPLANSMAYBESTANDNRDFR.4MING.
<br /> P�o,e�,N�m�� a ozo S 3
<br /> Date'. Januarv 25.2018
<br /> Sheets'. 1 0l 2
<br /> OCO�YRIGHT HANSON GROIIf',I.I C 2o1B
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