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� <br /> I <br /> �4R6A�OR APPROYAL 6YAMP� <br /> �1����Wf�b•� ��d�� I <br /> OPENING MAX LENGTH OF BUILDING <br /> BUILDING yyIDTH5IN <br /> `� WIDTH <br /> '4 ENDWALL 3/8" LP <br /> ;, 19/32" TI-I I� SMART5IDE <br /> � PAN�LZ <br /> �' <br /> � 4'-O°MAX 9o'-O° <br /> u� l0'-0" 5'-0" 30'-0" 26'-O" � tc�.......(��,.`�..L.r 7� vl N <br /> "" 6�-O" 20'-O�� ---�y— Mlnu Na,_�`��_.---... <br /> '� ,v,��u u,r. J.(.a'�s+.Gf�p,..�_ <br /> � II'-2" 5'-0"MAX 32'-O" I11cDnrA i.�Bullnck ^ <br /> �:. n 32�'��� 1 dWrtr 0n14i1 Pian�I.r¢wlner f7arW�CarlLAcele <br /> �. b'-O �O'-O' "� ' 9t1.4'R_^� <br /> � <br /> P <br /> :� NOTES� <br /> a I, 19/32°TI-II SHALL BE FASTENED U51NG 8d GOMMON OR DEFORMED NAIL5 AT b" <br /> O,G.IN FIELD AND 3'O.G.ALONG ALL PANEL EDGES. <br /> p; 2. 3/8"LP SMART5IDE PAIJEL SHALL BE FASTENED U51NG 8d GOMMON OR � � <br /> DEFORMED NAILS AT b"O.G,IN FIELD AND 3"O.G.ALONG ALL PANEL EDGES. PROPOSED LOFT GONFIGURATION KEY PLAN <br /> E 9. WINDOWS AND DOORS MAY BE LOGATED IN EITHER THE 51DE WALL OR•ENDWALL. <br /> g DOORS ARE pERMITTED TO BE IN BOTH ENDWALLS OR ENDWALL AND 51DE WALL <br /> � IF REQUESTED BY GUSTOMER.LIMITATIONS ON 7HE TOTAL OPENING DIMEN510N5 <br /> w SHALL NOT EXGEED(2!�)OF TOTAL LEN6TH oF BUILDING.FOR NAILING IN 51DEWALL <br /> � SEE SEGTION I/A-5 <br /> SHEARWAL4 <br /> �� DOUBLE TRU55E5 SLOPE PRE-ENGINEERED <br /> ?� I C AT ENDWALLS TRUSSES AT <br /> ;j A-9 SGALE�N.TS. SEE DETAIL 9/A-9 24"O.G. <br /> il <br /> � <br /> a <br /> � <br /> � RIDGE <br /> :' +c,.� <br /> � - <br /> � 2x4 SPF a2 TOP <br /> � PLATE SEE DETAIL <br /> j, 2/A-9 FOR SPLIGE <br /> � <br /> e <br /> � <br /> � <br /> �' n ROO� PR�4MINC� PL�4N <br /> N A-9 5G E�I/4 =I'-O" ,�punu�q <br /> ,�' ��� �i� REY BY DATE DESGRII'TION <br /> ,h THESE PLANS WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINCZ �A�f�l � _ OfID GUST OF 160 MPH. <br /> '3 U1�A1'aER KINU POR7A6LE �UILDINCsS �*; ' *: DATE� u/��iz SHEET <br /> tH OM�4� �,. �I XON� �.�. LOFIED BARN W00�SHED PI.ANYV 51oE POR�GH <br /> �' : *�ti�� DRAWN BY� JDA <br /> �s ALp H0637 MSp 19034 KSA 21198 DIXON EN6INEERING,ING. 760 Y�57HROi0K ROAD ��: J► <br /> :; SGp 21592 MGp 03�.AB5 GAp 034311 SiR�GiIRAI.EN61t�tING AI�IIC�PELTION-LOA 0195 HIGKORY,KY 42051 9�, S T T E O F :�/� GHEGKE�BY� TAD 11 s� <br /> 1" Vt�/+�O11936 TX�109353 MDM 40q05 10410 MAIN 51REEi 866-9�7-6440 .O•.,,� ;<y-� !°� <br /> � PAp 019009 VAp 04�93 THONOT05/LYA,FL 33592 '� R �,�`� SGALE� AS NOTED <br /> � TNp 112761 FLN 34222 VOIGC7 013-Q02-AB85 FAX,813-982-2306 ROO�PRAMING e 8h16ARUJALL CHAR� ��isSj�""" ���� W.O.NO, 526-014 9 OF I� <br /> �nnnu <br />