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� <br /> I Mnbr aatitr that this pan.�P�oineanan w . E. <br /> npoA ras pnpond Ip m�or undr mr dlnaf <br /> Outside Elevatlan S(de Qewtion sup�rvblon and lhaf I am a dulr Ito�ns�d ', <br /> Extent of header one braced wall se m�t Pro/ndonal EnytnNr und�r M�laws ot th� <br /> Sfab o( MinmaoM. <br /> • <br /> e-o_o a=a_� �� <br /> °i i i <br /> i i 9na un PAUL W.VOIGT <br /> � �� 7/1a/2015 20705 <br /> i ii <br /> i i i Dab R IskoHon NumMr <br /> L_______I I � <br /> a�o 0 0_o_� � I <br /> o� o 0 0 o i9 II I I <br /> °i ° ° � � i i � Sheathing filler if needed <br /> ai p a o a MINIMUM 3� x 11-1/4" HEADER — SEE PLAN i i i i <br /> i ii <br /> oi o �� �� i <br /> ii <br /> o�-_�o�a_Q ii i <br /> i - � iiii ii <br /> o�oi ia i y i i i <br /> �a' ' '� � ' � 18d sinker natls in 2 rowa <br /> °i i i°yi 4 i i i <br /> oia� ���R Header shall be fastened to the king stud '4 i � � �3' o.c. <br /> oioi iii9 with 6-16D ainkar naile �ii �i i i <br /> V � I I I ��I I I I <br /> o °�°i �°�� Fasten sheathing to header with Sd comman i q � � � <br /> r oio� �a�a nails in 3—in. grid pattem os shown and 3 in. '4 � i ' <br /> ii ii i � <br /> L ° Qioi ia�a o.c. in all framing (studa and sills) typ. � � i i <br /> a Y °i°� �°�° li � � ' Wood Structurol pand must be <br /> t a,oi �a�o Minimum 1000 Ib heoder—to—jack—stud atrap , i � � <br /> i � � � aholl be centered at bottom of heoder and � � � � conttnuaus hom top of wNl to <br /> o $ oiai ioio i i i ' bottom of wall, or from top of <br /> 3 i i i i inetalled on backeide oe ehown on side i i , <br /> o r o�al i�i� elevation. Simpson Part LSTA21 OR EOUAL � � i � wall to permitted splice area <br /> io i i ' <br /> M �� °i i �°�° i i i i <br /> L p�oi_____ioio For a panel apitce ((f needed), pand adges i � <br /> x ,; i° ° ahall occur avar ond be nailad to comman i i i u <br /> o O °I°L°__°__°Jolo � � I I <br /> � � i � i i blacking and xcur within the middle 24 in. <br /> o��� �°�° of wall height. One row of 3 in. o.c. noiflng Is � �i � � <br /> N o oioi ido roquirod at each pand edge. i i i i <br /> ii ii , i � i <br /> eioi iaio i � i i <br /> �i�i iai� 9� + — fln(shed width � i �i i <br /> oioi � i i i i <br /> ii ii i ii <br /> oia� ���a Minimum lenqth 24' ' � �i <br /> i � Braced wall Iine with � � � � <br /> iQi i i continuaue aheathing � i i i Full—length king studs <br /> °i i i°i° i i i i <br /> oia� �o�o i i i i <br /> �oi i io Mln. number of atuds ehown ii i i i <br /> ' � �� No. of ck atuda ' ' � � <br /> °i� �°�° Full—length king stud � � � � i <br /> oioi i i per plan i i i <br /> i i i i � i i 3/8" min. thickneee wood <br /> oio iQia i i i i structural panel <br /> ��i--a-�s�a `�i---��-- sheathing <br /> o' a ' �i i <br /> L L L L <br /> (2) t/2' dia. Mchor Bdts with Foundation <br /> 2' x 2" x 3/18" Plate Woshers per Code <br /> � PORTAL FRAME AT 9� GARAGE DOOR - METHOD CS-PF <br /> NO SCALE <br /> DETAIL MAY BE REVERSED <br /> �Voigt & Associates, Inc. WATKINS RESIDENCE /GONYEA HOMES �� <br /> � STRUCTURAL ENGINEERING SERVICES <br /> 4635 NICOLS RD. SUITE 204 140 KINT'YRE LANE,ORONO,MN 55356 <br /> � EAGAN,MN 55122 PROJ.#: 2015.xxx REVISIONS: <br /> PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 7118/i5 <br />