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BOX EAVE RAFTER END WALL AND WALL OPENINGS <br /> SEE NOTES 2 <br /> AND 3(PAGE 1) <br /> 4 FOR MA%IMUM <br /> 4 SPACING <br /> 7 7 <br /> 7 <br /> 7 <br /> 7 6 <br /> SEE NOTES 2 � � <br /> AND 3(PAGE i) OPENING FOR <br /> FOR MAXMUM 6 ROLL�IP DOOR WITH <br /> SPACING 7 <br /> NON-STRUCTURAL oaENIaGFOa <br /> HEADER S��� <br /> WITH NOK <br /> STRUCTUPPL <br /> HEApER <br /> 5 � 5 7 7 <br /> 7 7 <br /> 7 7 � <br /> A.- �A' <br /> TYPICAL BOX EAVE RAFTER END WALL FRAMING PLAN TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING PLAN <br /> SCALE:118'=1' <br /> SCALE:1/8"=7' <br /> OPENING FOR WINDOW WRH <br /> NONS7RUC7URALHEADER <br /> BOX EAVE RAFfER/POST qND WINDOW RAIL <br /> ASSEMBLY (Aiso aOP�ble lo Eid Walls) <br /> INTERIOR SIDE is POSi <br /> 8 9 > <br /> e g m <br /> 6 w <br /> � � 6 � � 114"x1'SDF�12'O.C. <br /> 7 7 <br /> � <br /> OPENING FOR � <br /> ROLL-UP DOOR WRH �` <br /> NON-STRUCTURAL OaErurrcFOrt o0 <br /> HEADER smrwwc000q o <br /> wirn rar� <br /> sraucruwa <br /> xenoea <br /> 10 7 � s <br /> g � A A 7 7 <br /> EXTERIOR SIDE <br /> TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A� <br /> S�,LE:1/e'=7' ��`��IIIII//�� <br /> Not To Scale <br /> ����``` R H eF'C���i <br /> �0�•'�b�CENBF ��y�'��� <br /> •,O i <br /> BECHT NEE TESTM�lj�. <br /> 605 WEST �•1fK AVENUE � <br /> DELAND,FffitIDA 82720 � � <br /> � <br /> Certificate o 'on No QF � � <br /> � � �� R1� <br /> Thomas Bechtol, � <br /> Florida License No.3��/ V� ���` <br /> BECHTOL ENG/NEER/NG <br /> ANDTEST/NG, ;��. J&B BUILDING SERVICES, INC. <br /> CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS <br /> CertiNcate otAuthorization No.5492 <br /> FIELD: CHECKED: <br /> JP °"TE g_15-12 PROJ."° G10132 <br /> ��+WN: RR APPROVE�: �� S�^�E NOTED SHEET 5 OF 11 <br />