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AREA FOR APPROVAL 6TAMP6 <br /> ��4St�NINC� SCH�DUL� <br /> � GONNEGTION FASTENING°'k LOGATION - <br /> I..JOIST TO 51LL OR GIRDER 3-8d LOMMON(2 I/2'x 0.131) <br /> 3-3°x 0.131'MAILS TOQJAIL <br /> � 3-3'14 GAGE STAPLES <br /> � 2.BRIWING TO.J015T 2-8d GOMFtON(2 I/2°x 0.131') <br /> 2-3°x 0.131'NAIL5 TOENAIL EAGH END <br /> � 2-3'14 GAGE STAPLES �,�zKl'z :5�YG�� <br /> 3.SOLE PLAiE TO.bIST OR BLOGKING 16d(3 I/2'x 0.135°)AT Ib°O.G. ��^^�° ��yo• <br /> � 3'x 0.131°NAILS AT 8°O.G. TYPIGAL FAGE NAIL ��`0d ^�`��� _--�• <br /> s 3°14 GAGE STAPLES AT 12°O�G. Rlehanf G Bulbetc <br /> � 4.SOLE PLATE TO J015T OR BLOGKING AT 3-Ibd(8 I/2"x O.I�S°)AT Ib"O.G, r�iau�v InEPions[san¢JaerFlorlUaCo�if�Reale�y.!+V,r.r,. <br /> � BRAGED WALL PANEL 4-3'x 0.131'NAICS AT 8'O.G, BRAGED WALL PANEL5 <br /> � 4-9'14 GAGE STAPLES AT 12"O.G. <br /> � 5.TOP PLATE TO SiUD 2-Ibd(3 I/2'x 0.162°) <br /> � 3-3°x 0.131°NAILS ENp Nq�� <br /> � 3-3'14 GAGE STAPLES <br /> � 6.STUD TO SOLE PLA7E 4-8d GOMMON(2 I/2°x 0.131°) <br /> 4-9"x 0.191"NAILS TOENAIL <br /> � 3-3'14 GAGE STAPLES <br /> � 2-Ibd GOMMON(3 I/2°x 0.162°) <br /> 3-3'x 0.131'NAILS END NAIL <br /> � 3-3°14 GAGE STAPLES N R I <br /> �� 7.Dq1BLE SiUDS 16d(3 I/2"x 0.135")AT 24°O.G. ��APPROVED�� <br /> "1 Dlgltallysigned by �"x O.191°NAILS AT 8°O.G. FAGE NAIL Ilo/��tg��� <br /> � ti Thomas A Dlxon �a� V V IVI <br /> ��DN:rn=7homas A 3°14 GAGE 5TAPLES AT 12"O,G. <br /> Dlxan,o=Dlxon 8.DOUBLE TO PLATES 16d(9 I/2°x 0.195)AT 16'O,G. <br /> ; :Englneering Inc, 3"x 0.131°NAILS AT 12°O.G. TYPIGAL FAGE NAIL <br /> •� ou, 3"14 GAGE STAPLES AT 12"O.G. <br /> � email=tom@dixon 8-Ibd GOMMON(�I/2"x 0.162') <br /> �'"""" 12-9"x 0.131°NAILS <br /> � englneeri�ginc.co LAP SPLIGE <br /> E m,c=US �"- 12-3'14 GAGE STAPLES <br /> � ` � Date:2012.04.18 q•BLOGKING BETh�EN J015T5 OR RAFTER$ 3-Sd GOMMON(2 I/2°x 0.131') <br /> � •' \\��� �tp� 4•04'00' TO TOP PLATE 3-3'x 0.131'NAILS TOENAIL <br /> � ,`�\��\p�' �,\�NSFN�/%j 10,RIM JOIST TO TOP PLATE ��3'14 GAGE STAPLES <br /> 8d(2 I/2"x 0.191°)AT 6"O.G. <br /> h "t� ��y� 3°x 0.191'NAILS AT 6°O.G. TOENAIL <br /> $ No.34222 � 8°14 GAGE STAPLES AT 6"O.G. <br /> g _* * #� II.TOP PLATES,LAPS AND INTER5EGTIONS 2-16d GOMMON(3 I/2°x 0.162°) <br />' � �'o STA1E OF � 3-3°x 0.131'NAILS FAGE NAIL <br /> �o� F20RI0� G��` 3-3°14 GAGE STAPLES <br /> � /�SS� ��1��� 12.GON71NOU5 HEADER(2)PIEGES Ibd GOMMON(3 I/2"x 0.162') 16'O.G.ALONG EDGE <br /> � /�///�/11111111\���� (coNnrruevJ <br /> � REV BY DATE DESGRIPTION <br /> � THESE PLANS WERE DE5IGN�D IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,HUILDING FOR A THREE SEGOND GU5T OP 160 MPH. <br /> ' tHOM�4� �4. DIXON, P.E. UJ2A7H6R kINCa DATE� ���,��z SHEET <br /> � LoFiEO 6qRN Wppp SHEp pLqN DRAV�A�BYi GEB <br /> � ALQ 30637 M:�Iq�q K5»21198 DIXON ENGINEERING,ING. 1yp yEy7HRppK Rpqp w y <br /> SLe 275Q2 NGM 035q85 GRa 034371 5ifG1GTU�1 ENfiIF�IHG AFm II�iPEL110N-COA BI45 HIGKORY,KY 42051 GHELKED B(� FSG (I��1. <br /> � YNA 071936 TXR 104353 MDr 40905 10410 MAM S7REET g65q���pqp (� ��, <br /> PAi o79009 VA«64�Sq3 TNONOTOSAYA,R 395q2 SGALE� AS NOTED <br /> E iNN 112761 Fl.�34222 VOIGE�013-q02-9B85 FAX�813A82-230b FA87ENING SCHfiDULE W,O.NO� 526-012 4 OF 14 <br />