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7RUSSES ABOVE NOT <br /> S7fONN FOR CLARIN <br /> DOV&E TOP PU7E <br /> TYPICAL WALL fRAMINC <br /> (CWPPLE S1UDS)AND <br /> $fiEA7HING ABOVE HEADER. <br /> FAS7EN SHEAhIING TO <br /> HEAOER MA7H 8d CONMON <br /> NAILS IN 3�GPoO PAT7FRN 2 PLY- 1 3/4'X 11 7/8'MIMMUN HEAOER -SEE PLAN . <br /> . AS SHOWN AND 3�O.C.IN <br /> ALL FRAMWG(S1UOS AND pu� <br /> SILLS)(M.) <br /> FAS7EN PLAIE 70 NEADER <br /> WiH TNp ROWS OF 16D 1000 lB.HE/�DER-TO-JApC-SND <br /> �NAILS O 3'OC� S7RAP ON BO1H SIDES OF OPENING <br /> TYPJ (INSTALL ON BApC51DE <br /> PSON LSTA24.LSTAJO.LSTAJB OR MIN. (2)TRIMMERS t <br /> EGVIVALEN� d�(2)MNC SNO E'j � <br /> YIN. (2)Y X 8'(TYP.)-VERIFY � <� <br /> W/W���NE� 24' MIN. 24� MIN. eo � o <br /> 16'-0" +/- (FlNISHED WIDiH - VERIFY) <br /> = o <br /> � � <br /> FULL HdqiT SND ON END. W o� ^ <br /> PANEL SPLICES IF REWIRED = o <br /> SHALL MAVE PANEL mGES � <br /> BLOqCm ANO OCCUR NI7HIN <br /> 24'OF MIDDLE OF WALL FRAMINC IS iHE � <br /> HQGHT SAME AS O7HER <br /> SIDE <br /> 7/78'MIN. THICKNESS YADOD . <br /> STRUCNRAL PANEI SHEA7HINC <br /> � MIN 2'R2'X3/8'PLAIE WASHER <br /> fASiEN ALL PLA7ES TO SHEA7HING <br /> W/8d NAILS O 3'O.C. nyp 3/8'OIA ANCHOR BOLTS W/ <br /> 7'MIN EMBEOMENT AT 7/3 PdNiS <br /> C.I.P.FWNDAlION WALL <br /> OUTSIDE ELEVATON <br /> I hereby certify that this plan, specification or <br /> ELEVATION AT 16�-0�� GARAGE DOOR report was prepared by me or under my direct <br /> � no sc� supervision and that I am a duly Iicensed <br /> Professional Engineer under the laws of the <br /> State of Minnesota. <br /> � � . <br /> Signature PAUL W. VOIGT <br /> 6/23/2014 20705 <br /> Date Re istration Number <br />, �Voigt & Associates, Inc. KYNTYRE MODEL / GONYEA HOMES S 1 <br /> � STRUCTURAL ENGINEERING SE'RVICES <br /> 4635 NICOLS RD. SUITE 204 125 KINTYRE LANE,ORONO,MN 1 OF 2 <br /> - EAGAN,MN 55122 PROJ.#: 2014.XXX REVISIONS: <br /> PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE:6125/20 f 4 <br />