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Norton Homes <br /> 18215 45th Avenue N,Suite D <br /> Plymouth,MN 55446 -. <br /> LARGE HATCH AREA INDICATES TA"OR Revision Date Description <br /> PROVIDE 2x6 INFILL WALL THICKER PLYWOOD OR OSB SHEATHING <br /> ABOVE HEADER AS REDD APPLIED TO EXTERIOR SIDE OF STUDS <br /> wl STANDARD 6"/12-NAILING <br /> CONTINUOUS LSLILVL HEADER TO <br /> SUPPORT VERTICAL LOADS BY SUPPLIER FASTEN FRAMING ABOVE AS FASTEN FRAMING ABOVE AS <br /> (MIN 3'WIDTH&MIN.115"DEPTH REO'D) SHOWN FOR BRACED WALL PANELS SHOWN FOR BRACED WALL PANELS <br /> LENGTH OF CONTINUOUS HEADER <br /> _ L <br /> ` I f / ILL •I <br /> TINC'KING <br /> II1_ 11 _L � 7! _ 1 — Y _J __ __ __ ,1 / f f . i / �, l / / <br /> FASTENKING STUD TO HEADERw <br /> (2)ROWS 16d SINKER NAILS <br /> @3"0.C. 1/27111 /1/ f• j / IIf / ` /JI 111 7 U '0 SUDS AT SIDES OF <br /> OPENINGS BY SUPPLIER <br /> / /; / / � . <br /> PROVIDE DOUBLE STUDS AT <br /> / / I EACH END OF SHEARWALL <br /> / / / , S11 / I (MAY USE BEARING/KING <br /> NAIL SHEATHING TO HEADER w/Bd / / Il IL STUDS AS REO'DI <br /> NAILS @ 3"O.C.EA.WAY TYP. � <br /> IP. iS SIMPSON MSTC40 STRAP ON INSIDE FACE SIMPSON MSTC40 STRAP ON INSIDE FACE II / I: <br /> r OF WALL(PROVIDE SPACER TO FLUSH OF WALL(PROVIDE SPACER TO FLUSH rr) ! HATCHED AREA INDICATES 1C OR <br /> Ij r I. THICKER PLYWOOD/OSB EXTERIOR <br /> iS�: OUT HEADER TO WALL STUD THICKNESS) OUT HEADER TO WALL STUD THICKNESS) SHEATHING FASTENED TO STUDS wl <br /> `' I 80 NAILS @ 4"O.C.AT PANEL EDGES <br /> N FASTEN TOP PLATE TO HEADER w/(2) I. <br /> SMALL HATCH AREA INDICATES%e-OR S'1,� FASTEN KING STUD TO HEADER wl U ,�r 6 @ 12"O.C.AT INTERIOR SUPPORTS <br /> THICKER PLYWOOD OR OSB SHEATHING M ROWS 16d SINKER NAILS @ 3"O.C. w L <br /> APPLIED TO EXTERIOR SIDE OF STUDS ,=� j'II 121 ROWS 16d SINKER NAILS@3"O.C. II' 1 I t- <br /> (NAILSHEA7HINGAROUNDPERIMETER w/(2) rp ` OF ` TYPICAL 2x6 STUDS@ O.C. <br /> i LOCATE PANEL JOINT WITHIN X-0=FROM , <br /> ROWS 8d NAILS @3^O.C.STAGGERED&TO ' (2)2x6 BEARING STUDS MIN. O - <br /> CENTER OF WALL HEIGHT AS REQ'D 12x SOLID 2 II <br /> PLATES I BLOCKING @ 3"C.C.) I - /1 BLOCKING REQUIRED AT SHEATHING JOINT) (VERIFY rvl SUPPUER) <br /> I I _ / f 16 <br /> 1 1 1 �/ ,p FASTEN BOTTOM PLATE <br /> I�iI}1�' <br /> II / IIS w/(3)16d NAILS EVERY 16" <br /> SIMPSON STHD14 EMBEDDED HOLDOWN (2)2x6 BEARING STUDS MIN. (2)2x6 FULL HEIGHT KING II - l <br /> 1 1 11{ 1.- 11 1, <br /> ANCHOR AT LOCATIONS SHOWN ja J,IS (VERIFY w/SUPPLIER) STUDS KING AT END OF HEADER "11/ I -�1� ` II -t r' f/t 1' <br /> (REFER TO 4/S2 FOR ALTERNATIVE OPTIONS) <br /> L. ' t' / / r -i' /{"' SIMPSON MSTC52 STRAPS CENTERED <br /> 1 r / f ON FLOOR SYSTEM AT LOCATIONS <br /> S (1)2x6 BEARING STUDB(112x8 FULL ' />/ <br /> SHOWN(PROVIDE 2x BLOCKING IN <br /> "OANCHOR BOLT(7'MIN.EMBED) j <br /> HEIGHT KING STUD AT END OF HEADER / / / /�f FLOOR SPACE AS REO'D) <br /> w/2-x 2'x M'PLATE WASHER Et / 1 .s / / / / / / r f % <br /> rIIIli <br /> ':�i. _J �FOUNDATIONWALLBELOW • I <br /> u"- . M M <br /> e , PROVIDE DOUBLE STUDS <br /> II ..` <br /> FOR FASTENING BOTH STRAP <br /> &HOLDOWN ANCHOR <br /> 1'-1014^± 16-3'5 - II II (MAY USE BEAR NG/KINGG <br /> 9'-3"±AT SIM. <br /> STUDS AS REO'D) <br /> ® FRAMING DETAIL ® FRAMING DETAIL SIMPSONH 5HOLDOWN ANCHOR <br /> GARAGE FRONT PORTAL FRAME PERFORATED SHEARWALL RAISED AT LOCATIONS SHOWN NAILED TO <br /> ABOVE FLOOR SYSTEM DOUBLE STUDS w/5"0 x 12"LONG <br /> SIMPSON TITEN FID SCREW-IN <br /> INFO NOTE APPLIES SYMMETRICALLY ACROSS DETAIL. (II ANCHOR INTO CONCRETE <br /> FASTEN FRAMING ABOVE AS <br /> SHOWN FOR BRACED WALL PANELS <br /> ��I�1I HEADER 8 BEARING/KING <br /> 1111 <br /> 1.1111 / <br /> It7/- <br /> p 1 STUDS AT SIDES OF <br /> / %1 OPENINGS BY SUPPLIER <br /> I ',, illi <br /> I 11 <br /> I. <br /> PROVIDE DOUBLE STUDS AT <br /> / EACH END OF SHEARWALL <br /> I <br /> (MAY USE BEARING/KING <br /> / il/ STUDS AS RECTO) <br /> f HATCHED AREA INDICATES/ry'OR <br /> / ii THICKER PLYWOOD/OSB EXTERIOR <br /> SHEATHING FASTENED TO STUDS w/ <br /> /r ed NAILS @ 4-0.C.AT PANEL EDGES SIMPSON HTTS HOEDOWN <br /> / / II 8 @ 12.0.C.AT INTERIOR SUPPORTS AS <br /> AT LOCATIONS SHOWN <br /> /= NAILED TO DOUBLE STUDS w/ I hereby certify that this plan,specification or report <br /> TYPICAL 2z6 STUDS@16"O.C. Yz"0x12"LONG SIMPSON TITEN <br /> HD SCREW-IN ANCHOR INTO was preparedby me or under my direct supervision <br /> Ix I I CONCRETE and that I urn a duly Licensed Professional Engineer <br /> - l under the laws of the Sof Minnesota. <br /> / I FASTEN BOTTOM PLATE <br /> 1 <br /> I III <br /> ��� � w/(3)t6tl NAILS EVERY 16" Signed: Ir ��-eE, <br /> SIMPSON HTTS HOEDOWN ANCHOR CONCRETE not Name: Ryan ac <br /> 0 <br /> NAILED TO DOUBLE STUDS <br /> III I X'12/THREADED ROD w/NUT& FOUNDATION <br /> ----�_--�__�-�-- ui : i1Iiv--�--� -� WASHER AT HOLDOWN END BELOW Date. 10-24-17 License Number. 46673 <br /> / / / // l+' BLOCK THROUGH FLOOR <br /> SYSTEM BELOW STUDS AS REO'D <br /> ////� �` 4 FRAMING DETAIL <br /> ��1 = - - J4"0 SIMPSONBEDINTO TITEN HD ROD COUPLER <br /> • <br /> w/B"EMBED CONCRETE POST-INSTALLED HOLDOWN OPTION <br /> o4 (MAY OMIT&EPDXY THREADED ROD <br /> / 3407 Kilmer Lane North <br /> n < e'DIRECTLY INTO CONCRETE) Suite d <br /> r. e c Plymouth,MN 55041 <br /> PROVIDE)1-x 4"CONCRETE Tel 612-706-3572 <br /> SCREWS @ 16'0.C.THRU SILL PLATE www.hanaonproupmn.rom <br /> ® FRAMING DETAIL INTO FOUNDATION AT THIS WALL <br /> PORTION IN ADDITION TO ANCHOR <br /> PERFORATED SHEARWALL RAISED BOLTS(NOT SHOWN) <br /> ABOVE FLOOR SYSTEM <br /> NOTE <br /> INFOAPPLIES SYMMETRICALLY ACROSS DETAIL. Moline Residence <br /> 690 Pinehurst Court <br /> Orono,MN <br /> Project Number: 7.593 <br /> 0 <br /> Date: October 24,2017 J` <br /> Sheets: 2 of 2 <br /> 0 COPYRIGHT HANSON GROUP,LLC 2017 <br />