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AR6s FOR APPROvAL STAMF'S <br /> 000 ;�g <br /> �3 3� 2x P.T RIM A� ���� <br /> ��r � d015T 66 f 9 <br /> - �PP�C3l��E� <br /> °'`D�N 2x4 WALL 5TUD5 AT 24" ����'�!r'}�� <br /> 2x4 BOTTOM <br /> � 2x4 PT S.Y.P #2 (?a-2x OR 4x6 P.T O.G.WITH DOUBLE S111D5 pLq7E <br /> PULLIN6 BCOGK S.Y.P ��I OR+�2 SKIDS EVERY 48"O.G.WHEN i <br /> :o�o II II II II il n n ii ii � ATTAGHIMG WOOD OR <br /> ;fl N 2x P.T J015T5 AT I6°OR 24"O.G. GOMPOSITE hOOD / I <br /> � (SEE FLOOR�015T SGHEDULE ON STRUGIURAL WALL PANEL. 5/8"OR 3/4°J ; <br /> (SEE WALL 5T11D SGHEDULE PLYWOOD OR � I <br /> w SHEET A-13) ON SHEET A-13} '1/16'058 � � i <br /> � i�u��� DEGKING y;�} ' Q � <br /> .E' rv�'d'(V 's <br /> � 6'-O'TO Il'-9" � y <br /> /�� i <br /> b'-O"TO 23'_9" \ '� � <br /> � 6'-O"TO 29'-9" a' �;,'r <br /> � � . <br /> b'-O"TO 34'-3° c �` <br /> � � �LOO� �RAMINC� PI.A�RI 2 �LOOR D�Ck f��AN ��� �� ��4�� ' <br /> � A-I SGALE.3/Ib"=I'-0° / � � <br /> s A-I SGALE.3/I6"=I'-O" � � I <br /> � NOTE: /�I °%� ' <br /> � I. DOUBLE N1ALL S1lJD5 SHALL BE FASTENED �,"7� ! <br /> p� TO6ET1-IER PER F.B.G.FASTENING SGHEDULE. ` � Q'' � <br /> � 2. EXAMPLE DRAWINGS ARE OF A 20'LEN6TH UNIT � � D� � <br /> � 3 DOOR AND WIMDOW LOGATIONS MAY VARY <br /> � —— �9 QQ`o j� <br /> � ------------- - °� .� � <br /> � ---------------- SLOPE <br /> � 2x4 TOP PLATE SLOPE ' <br /> �; 2x RAFiERS AT � <br /> �3 24°O.G.(SEE FND � <br /> $ 2x4 S.Y.P �I 6ABLE RAFTER I <br /> � PURLINS AT SGHEDULE ON <br /> � 24"O.G. RIDGE SHEET A-13) � <br /> 5 <br /> � <br /> '���__' PRE-ENGINEERED � <br /> � TRUSSES AT 24" __ <br /> � O.G. SLOPE <br /> ffi SLOPE ------------------ <br /> � ————————————————— i <br /> � 2-5 <br /> _ � p�_b ' <br /> � A-6 END GABLE WITH RAFTERS <br /> W ���� NOT TO EXGEED 14'-O'IN LENGTH <br /> � WITH A-TW1r.�` 4 <br /> CAI/� I /�*� R�b� �R�MINP� PLAN <br /> � 3 ���� r���IIVb� �k.�41V A-I SGALE:3/16'=I'-O" I JDA Ol/21/IS REVISED PER GOMMENTS <br /> A-I SGALE.3/Ib"=I'-O" ,,�����e�ee�'��� REV BY DA7E DESGRIPTION <br /> ;� THESE PLANS WERE DE516NED IN AGGORDANGE WITH THE 2014 FLORIDA BUILDIN6 GODE,BUILDING FOfyi`� .l�8L��4 •, �UST OF 140 M.P.H. i <br /> � . 0 3 2 z " : - D TE. Ob/29/IS SHEET , <br /> � °fi����� �, �I X�� �.�. BENN6TT BUI�DINCs SY9T6M5 =*r � <br /> � � END GABLE SHED PLANS _ � * , r �� D WN BY GNO <br /> AL=3063'1 MSp 1q034 KSa 21198 DIXON ENGINEERING,ING. i66o vlxoN AiauNE Pnno =�a: •.��` A <br /> „ SGA 21592 NGu 035985 GAu 034311 STPJ1G71,RAL EN61t�ERING AND 115PEGTION-c0A 81'�5 nuG1YTA,en 3aia6 �0�...�T � OF � / ����D 8Y: TAD ls� <br /> f���� <br /> �' NNu 0'IIA36 TXu 104353 11Du 40905 10410 MAIN STREET Pr+oNE:i-4ie-552-�m • ✓ SGALE: AS NOTED <br /> � PAF O19009 VA�045593 THONOTOSA55A,F L 3 3 5 9 2 ���i S�' �R�•'�•���, W.O NO• 5 3 0-0 2 1 l OF 21 <br /> � TNu 112"161 FL�34222 VOIGE,813-982-9885 FAX:8I3'-�02-2306 PLOOR AND ROOP PRAMINC� PLANS . S/If1111„ O _ <br />