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EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) <br /> Ili.( "'I <br /> ;;:x MINIMUM 2 PLY 2x12(3' X 11-1/4')HEADER - PER PLAN <br /> FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3'GRID <br /> PATTERN AS SHOWN AND 3'O.C. IN ALL FRAMING(STUDS AND SILLS) <br /> (TYP.) <br /> HEADER TO JACK STUD STRAP ON BOTH SIDES OF OPENING <br /> OPPOSITE SIDE OF SHEATHING-USE SIMPSON MSTC28 OR EQUAL <br /> 6 <br /> (—MINIMUM DOUBLE 2x4 FRAMING COVERED W/MIN. o 0 <br /> 3/8'THICK WOOD STRUCTURAL PANEL SHEATHING W/ I . s o <br /> 414'MN 8d COMMON OR GALVANIZED BOX NAILS AT 3' O.C. IN lo <br /> t4' MINy� o o ts It <br /> ALL FRAMING(STUDS BLOCKING AND SILLS) TYP. <br /> p b <br /> TYPICALFRAME PORTAL , IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND <br /> CONSTRUCTION - ) BE NAILED TO COMMON BLOCKING WITHIN MIDDLE 24' OF <br /> ' WALL MID-HEIGHT. ONE ROW OF 3' O.C. NAILING IS 1 <br /> i REQUIRED IN EACH PANEL EDGE <br /> 18'+/- FINISHED WIDTH OF OPENING FOR DOUBLE PORTALS <br /> MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED INTO <br /> t I CONCRETE AND NAILED INTO FRAMING)USE SIMPSON HDU4 OR ,�y <br /> EQUAL 4-0-� \ \ <br /> AI' <br /> t .� <br /> . • ' ; •• . . 4.4' . `:• • '•• . .. • 'T (2) #4 INTO C.I.P. <br /> CUU: <br /> (2) CORES FILLED WI#4 EA. <br /> j' MIN (1) 5/8'0 ANCHOR BOL E STD. HOOK <br /> NSTALLED W/2'x2'x3 8' <br /> /PL1,TE W'$HER?OTH DES <br /> • • •% . _° f ' . .. I I hereby certify that this plan, specification or <br /> report was prepared by me or under my direct <br /> supervision and that I am a duly licensed <br /> Professional Engineer under the laws of the <br /> OUTSIDE ELEVATION State of Minnesota. <br /> O DOUBLE ENDED PORTAL FRAMES AT 16' GARAGE DOOR — SEE PLAN e <br /> NO SCALE <br /> W. <br /> Signature PAUL W. VOIGT <br /> 11/1/2017 20705 <br /> Date Registration Number <br /> 3Voigt & Associates, Inc. AMMERMANN RESIDENCE/ GONYEA HOMES Si <br /> STRUCTURAL ENGINEERING SERVICES <br /> 4635 NICOLS RD. SUITE 204 420 LAKEVIEW PARKWAY,ORONO,MN 55364 1 OF 3 <br /> EAGAN,MN 55122 PROJ.#: 2017.XXX REVISIONS: <br /> PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS { DATE: 1 1/1717 <br />