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Sign designed for wind <br /> loads up to 115 MPH <br /> ,_ �„ �y=- _ <br /> SECTION B <br /> � - --� <br /> ��-- _ -- <br /> o � <br /> - � � Z� `o� <br /> � o a � ���� �� <br /> , <br /> _ i <br /> _ . �3 <br /> _ <br /> —- - ,� <br /> � ,- _� � �- <br /> . --� - <br /> _ _- _ , - = o�`da <br /> � S ECTI O N A <br /> 8'-0' Pylon head <br /> 4'-0" 2-6 (Molded acrylic faces, <br /> I�aa I � EX13 aluminum retainers, <br /> — - -- - steel structure) <br /> See fabrication drawings <br /> — -� <br /> � '�` 2 HSS 4" x 4" x 1 4" oles <br /> � , , � ) � P <br /> � � I \� I '� <br /> , <br /> � <br /> vI _ I <br /> \_ . . <br /> e ��I I� — I I <br /> , � , � � � � Side service door to access <br /> � � � switch and power supplies <br /> � � � i �� _ <br /> '�\v/� \\ (installed on alum panel) <br /> �. �' <br /> „ � , <br /> I _ -- � <br /> _ - - - �� <br /> - -- __ <br /> � <br /> i- ; � ; ,- _ _ ;C i <br /> ��I 1 � � � � �� 1 � � � � � ��� � <br /> � �_ � ��� � — � �_ - <br /> �- � '� -� - � � i � � _ �: � ; <br /> � <br /> `� - - - 1 `O� (2) 15" x 15" x 3/4° <br /> I 4�-0" c/c of columns I � I I matCh plates + <br /> � �i i � (4) 3/4" dia A325 bolts <br /> �- � � 12" x12" cc <br /> � <br /> I � - I I I (See detail) <br /> � I <br /> I � ' il <br /> I HSS 4" x 4" x 1/4" I "' I <br /> ' cross member I i HSS 4" x 4" x 1/4" <br /> I I I �. <br /> Icross member <br /> I o ' j lil <br /> - - I <br /> .— — . — _ _ _ — N . <br /> �I� I <br /> I II � ' i <br /> I o II 'I Sign cladding <br /> i I I I I � <br /> , a- <br /> I I i <br /> I I I I <br /> � �I � i � � 1 <br /> � � —� <br /> � � � <br /> I � <br /> ' Cladding joint cover <br /> I �I � I ' <br /> 0 <br /> I �. ! I <br /> ' � <br /> ! I I ! I (2) HSS 8" x 8" x 3/8" poles <br /> I� I <br /> � li � � , <br /> I HSS 8" x B" x 3/8" � HSS 4" x 4" x 1/4" <br /> main poles I� � cross member <br /> � � I I <br /> � � H SS 4" x 4" x 1�4" �� � � � 16 1�2" x 16 1�2" x 1 1�2° th k <br /> base late + <br /> I cross member i � p <br /> � i ;�, (4) 1 1/2° dia x 48" LG <br /> i �I anchor bolts � 12" x 12" c/c <br /> � I I I Non-shrink grout <br /> � � I <br /> �� a, _ _ � I <br /> i <br /> � � � o a o 4 a;�=�z , <br /> a' � � � cn rn A • �R 8 a-, fll (n r* (n ^ r* � � ^ O = n (n <br /> � � � � � a Y_���� � � �� n, � � � m m � D p O cD <br /> �' � _ � �o � � -F x � � x `�* � (n � x - (�J) � O = Q � tD <br /> ,� � T � T�°�' � � � _. -fi � � � '-' �, � D <br /> .e.. � � � � Z y o �, __- < v p� 3 S n v � Ul C�� � � � � � r,�, <br /> zi � �� Z < � � � ° -o nn'G o r➢ o v p � � rt � + �- N Q � N <br /> xrv � � Q o (!1 � � � a .:7 K 7.� 5.-�o n � rr rt I�TI � y� <br /> .:.� � D tv . m � � o n n N c °1 �� � (�p � n) � I-�-i �'O � �—�. � C �� 0 <br /> `i; � � � " o � � a � f�Tl o g o o=�v, o� � � � � � � W CD O (� = r � � � <br /> �. � � a� � � __ Q� � � � �n' N Q Q p N � rt (� V� <br /> s� <. � � �o rNo � - �' Q in 0 � � Gl � � �� 'CJ '""� � � 3-D + � � �0 � 0 <br /> �" � C� f �o � Q � � � �o ��� � O Ul I--� �' � � � � � W (� � � U1 <br /> � � rn <br /> T � Q a z o a n � � z - � rt � N � rt O � � �. <br /> r; a =O � Q o (l1 , � �o � o � _+i c� � (/� r N (p � � D 5 <br /> �, �S Zw � " a _ ' � � � �+ v a � � O Cp � r N C rn< � � <br /> u' g`o •r N " a ,':�ri i;;'I °1 � oi a �o rt � rt � UI Rl + � < Q- � <br /> � <br /> �� - � �^ N -fD �o � (n (n (/) rt 0 '� � N N' <br /> ��i e,s � � m m '�1�� � � fD CrtD � <br /> � < Y `L';; N GI <br /> �� \� p N o � q �.:�;^;'' (D Vl � � <br /> ,I c.. � � � Q. <br /> N N s <br /> q V <br />