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i <br /> BOW RAFTER LEAN-TO OPTION <br /> „ <br /> ,o <br /> , <br /> 3 24'i6 GA U-CHANNEL BRACE <br /> FASTENED TO RAFTER WITH <br /> 2-114'z t'SELF-0RILLING <br /> SCREWS AT EACH END <br /> (4 PER BRACE) <br /> 2 3 2 3 2 3 <br /> 3 4 3 4 3 4 <br /> TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING PLAN <br /> SCALE. 1/8'=1' <br /> 2"xYn2"16 GA ANGLE CLIP TS BOW RAFTER <br /> SECURETOPOSTAND <br /> RAFTER WITH 114'x 1" <br /> SDF's,2 ON TOP AND <br /> 2 ON BOTTOM <br /> �24'16 GA U-CHANNEL BRACE <br /> (5'TO T POSn <br /> TS RAFfER OR <br /> 4B"i6 GA U-CHANNEL BRACE <br /> (8'T014'POST) <br /> �oli 3" NOTE.NO BRACE AT END WALLS. <br /> i i 3" (SEE BRACE SECTION) <br /> I <br /> MINIMUM 6'LONG,MINIMUM 14 GA,TS <br /> TS RAFTER POST NIPPLE.SECURE BOW RAFTERAND <br /> POST TO NIPPLE WfTH <br /> d 11d'zi'SDFs <br /> LEAN-TO RAFTER TO RAFTER POST <br /> �1� CONNECTION DETAIL <br /> � � Not To Scale <br /> `\```,,"II�/��///� <br /> ����� ti H-BECy ��i <br /> ��,;GEN3E''•�O`/`i <br /> � : �' �`. <br /> BECHTOL ERIMA D TESTIN�,ING <br /> 605 WEST N6�' � VENUE * � �" <br /> DELAND,FId�A 20 O� � � <br /> Certfficate of o. ' �` <br /> � �` \ K�� �. <br /> -, FLOR�T �'/ <br /> Flonda LBense No.38���/� ` \\��` <br /> BECHTOL ENG/NEER/NG J&6 BUILDING SERVICES, INC. <br /> AND TEST/NG, inc. <br /> CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS <br /> Certlticale of Authorizatlon No.5492 <br /> FIELD: CHECKED: IP DATE: $—ACJ_12 PRO�.NO. G10132 <br /> J � <br /> o�WN: RR APPROVED. TB S�A�E: NOTED SHEET 10 OF 11 <br />