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BOX EAVE RAFTER LEAN-TO OPTIONS <br /> „ <br /> 9 <br /> 1 <br /> 2 72 <br /> 9 <br /> 24'i6 GA U-CHANNEL BRACE � <br /> FASTENED TO RAFfER WITH <br /> 2-114'z 1'SELF-0RILLING Z <br /> SCREWS AT EACH END <br /> (4 PER BRACE) <br /> ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION <br /> 2 3 2 3 2 3 2 3 <br /> 2 4 2 4 2 q z q <br /> TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING PLAN(BOTH OPTIONS SHOWN) <br /> SCALE. 1/8"=1' <br /> NIPPLE TO ��s� 2"x2"x2"16 GA ANGLE CLIP <br /> aa�TER SECURE TO P0.ST AND <br /> TS BOx EAVE RAFTER WITH 1/4"z 1" <br /> 12'LONG TS 14 GA NIPPLE. �FTER SDF'S,2 ON TOP AN� <br /> SECURE POST TO NIPPIE <br /> 2 ON BOTfOM <br /> WITH 4 114"x 1"SDFs <br /> TS RAFiER <br /> __-� <br /> � I 24'i6 GA LLCHANNEL BRACE <br /> �°� (5'TO T POSn <br /> OR <br /> 48'i6 GA ULHANNEL BRACE <br /> TS EXTENSION (8'TO 14'POSn <br /> RAF7ER NOTE:NO BRACE AT END WALLS. <br /> (SEE BRACE SECTION) <br /> TS RAFTER POST TS RAFTER POST <br /> �MINIMUM 6'LONG,MINIMUM 14 GA,TS <br /> NIPPLE.SECURE POST TO NIPPLE WITH <br /> 4 114'x 1'SDFs <br /> SIDE EXTENSION RAFTER/ LEAN-TO RAFTER TO RAFTER POST <br /> CORNER POST DETAIL �� CONNECTION DETAIL <br /> � � Not To Scale I L <br /> Not To Scale <br /> �����`\gECyr���/� <br /> �� �►, - .O �i <br /> BECHTOL AND TES?i� . <br /> 605 WEST NE !' E � � � <br /> DELAND,FLO 7�O"� � r <br /> Certificate '¢n No. � � <br /> � � � <br /> � O � � <br /> � � <br /> � <br /> � P /"c� Y <br /> Thomas Becht ` � <br /> Florida License N . 538 � F����, ��` <br /> `� �� <br /> BECHTOL ENG/NEER/NG <br /> ANDTEST/NG� ;,►�. J&B BUILDING SERVICES, INC. <br /> CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS <br /> CertiFlcate of AuMorizatlon No.5492 <br /> FIELD: CHECKED: JP DATE. $-ACJ-12 PRO�.NO. G10132 <br /> oa�wN: RR APPROVE�: T� sc^�E. NOTED SHEET 9 OF 11 <br />