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AREA FOR APPIZOVAL S'tAMPB <br /> . ��45"��NIN� SC4��1�U�.� <br /> GONNEGTION � FAST�NING°�k LOGATION <br /> 13.GEILING JOISTS TO PLATE 3-8d GOMMON(2 I/2"x 0.131) <br /> �%� 5-3"x 0.131°NAILS TOENAIL <br /> '; 5-9"14 GAGE STAPLES <br /> .+. 14.GONTINU05 HEADER TO STUD 4-8d GOMMON(2 I/2"x 0.191") TOENAIL <br /> �, 15.RAFTER TD PLATE 3-8d GOMMON(2 I/2"x 0.131") <br /> � 3-3"x 0.131°NAILS TOENAIL <br /> - <br /> 3-3°14 GAGE STAPLES <br /> 5 Ib,I"AIAGONAL BRAGE TO EAGH 5111D AND 2-8d GOMMON(2 I/2"x 0.131') <br /> � PLATE 2-3°x 0.131°NAILS FAGE NAIL <br /> .a <br /> � 9-3"14 GAGE STAPLES � <br /> a 17.BUILT-UP GORNER 5ND5 Ibd(3 I/2°X 0.135°) 24°O.G. �"---�� ���t—Plxn No.y'�d_/![.:_. <br /> �°x 0.131"NAILS 16"O.G. vw•����a ny._.,___/�.�;u�,� <br /> � I;Icl,a�d I,.@ulloct� <br /> �. $"14 GAGE STAPLES �b"O.G, d�dWeriiuUAln3PImuP.smulner}7orWnGalkAtak9Il7.�s <br /> � IBA,BUILT-UP GIRDER AND BEAMS 20d GOMMON(4"X O.Iq2°32°)O.G, FAGE NAIL AT TOP AND <br /> �� 3"x 0.131"NAIL AT 24"O.G. BOTTOM STA6GERED ON <br /> I ��.,, 3°14 GAGE STAPLE AT 24"O.G. OPP051TE SIDE5 <br /> }i 2-20d GOMMON(4"x O,Iq2°) FAGE NAIL AT ENDS AND AT <br /> �? 3-3"x 0.13P'NAIL EAGH SPLIGE <br /> � 3-3"14 GAGE STAPLE <br /> 19.GOLLAR TIE TO RAFTER 3-lod GoMMON(3"x 0.148") <br />' �' 4-3'x 0.131"NAILS FAGE NAIL <br /> � I <br /> � 20.ROOF RAFTER TO 2-BY RIDGE BEAM 2-Ibd GOMMON(3 I/2°x 0.162") <br /> �i 8-3"x 0.131"NAILS TOENAIL OR FAGE NAIL <br /> '� 3-3"14 GAGE STAPLES <br /> '��, 21..1015T TO BAND.1015T 9-Ibd GOMMON(3 I/2"x 0.162") <br /> �; 4-3°x 0.131'NAILS FAGE NAIL <br /> h 4-3"14 GAGE STAPLES <br /> L (GONTINUED) <br /> Y} <br /> a <br /> �; p <br /> L <br /> :� <br /> N <br /> � <br /> r1 � <br /> �� _ <br /> lj <br /> V <br /> �' ������������������� REV BY DATE DESGRIPTION <br /> ��' THESE PLANS WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINCZ.,� �11�f�1� � D GUST OF 160 MPH, <br /> :t <br /> " t�l OM�v �. D f XON P.E, UIEATHER IGING PORtABLE BUI{.DING6 ?,t: :*� vn�� iVz��z SHEET <br /> '�' � LOF7ED BARN WOOD 5HED PLW W!51DE PORGH � � ( 'J-�/ <br /> ` ALp 30b37 MSU 19034 K5�21190 DIXON ENGINEERING,ING. 76o VgSTBROOK RDAD �.o; \ ,_ ,.�`�"N'�� DRAYVN BY� JDA �I <br /> �' SGM 215Q2 NGp 035905 GAp 034911 S1H,�1tRAL ENGIFHitMG AHD INYiG110N-COA BI95 HIGICORY,KY 42051 �9� S AT E O F ���111��� LHEGKED BY� TAD � <br /> .ti" WYp O11936 TXa ID4359 MDA AOQOS 10410 MAIN SiREET 966-977-644o O�•. �L <br /> � PA�07900q VAa 0455q3 'fHONOT05/ti55A,FL 335q2 '�� �� R""� ~'•,,� SGALE� AS NOTED � <br /> ; TNp 112761 FLA 342�2 VOIG6 013-qB2-qB85 FAX�813-902-230b �AStENINC�BCH�DULE ��isSj"""'���C���`� W.O NO� 526-014 5 OF Il I <br /> U��m� <br /> I <br /> I <br />