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GODE: 2009 IBC <br />WIND: Basfc Wind = 85 MPH 3 SEG GUST <br />Exposure = G <br />DESIGN WIND PRESStJRES: SEE GALGIJLATION SNEET 1 <br />WIND GOVERJS <br />G-ENERAL NOTES: <br />I. BOLT STEEL ASTM A3ml. <br />2. ALL ALI.1P11NUM MEMBERS GR4DE 6061-T6. <br />3. SIGN GABINETR7 SFIALL BE FABRICATED IN TNE <br />SNOP OF AN APPROVED FABRIGATOR. <br />4. ALUMINUM: WELDING TO GONFORM TO AWS DI.2 / <br />DI.2N: 10D8 STRlJG7URAL WELDINCa GODE: AWMINUM. <br />5. SICsN INSTALLER SNALL FIELD �RIFY TFIAT SITE <br />CONDI?IONS ARE CONSIST=.NT WITN THESE DRAWINCaS <br />PRIOR TO SIGN INSTALLATION. NOTIFY ENGINEER OF <br />RECORD IMMEDIATELT IF SITE CONDITIONS vAR7 <br />FROM TNESE DR4WINGS. <br />6. PROVIDE ISOLA710N CF DISSIMILAR MATERIALS <br />INCLUDING A PROTEGtIVE GOATIhCi FOR ALL <br />ALUMINUM TO BE IN GONTAGT WITN CONGRETE AND <br />ALL ALUMINUM 70 BE IN CONTAGT WITN STEEL. <br />l. STG'S DESIGN IS LIMITED TO 7HE SIGN FRAME, ITS <br />ATTACNMENTS AND TNE ATTAGNMENT OF 7NE SICaN <br />TO THE (El WALL. TNE (EJ WALL AND ITS GAPACITY <br />ARE B7 OTNERS. <br />��OSFp�, j' <br />J��ef �F WASy�N =�� <br />o����; <br />A aczes �/ Q <br />9 9FCISTEA�' 'c� <br />oFEss/ONAL EN�\a/ <br />��CB� Ll�i� <br />II' MIN. <br />2' MIN� �.-- <br />— — � � --- <br />v <br />v <br />�� <br />G <br />� STRUo � RRAE 0TE pNoOL��OC� �CONSULTAN 8S 218 G. <br />PROJECT: GREATER EVERETT COMMUNITY FOUNDAtION, 2823 ROCKEFELLER AVE., EvERETT, WA SNEET: I OF � <br />PROJ. NO.: 13B4-42 DESIGNER: DN DATE: 03-II-II <br />GLIENT: BERR7 NEON SIGN 575TEM5 <br />" MIN. <br />- - 5B'x4'x0'-II' MIN. <br />ALUM. f2, TYP. <br />3ii•b BOLT <br />TNROUCsH WALL � <br />BACKING 12, ?7P. <br />- TU PcR ELEv. A/- <br />I/4 �' �,TU TO TlJ <br />—� � I� TO <br />j/q � 1� TU, T7P. <br />TU TO TU, <br />I/4" ` (3) SIDES <br />B DET� <br />C DET� <br />��7YPIGAL FRQME CONN. <br />U'T' JOINT <br />iU PER ELEv. A/- <br />ALUM. PANEL <br />PER I"1FR., TTP. <br />- 3M VNB 4910 <br />TAPE PER i"I'rR., <br />Tl"P. <br />�%'x8'xD'-10" MIN. - f <br />ALUM. BAGKING f�, � <br />?YP. � '1 <br />� `�— <br />._ � <br />� — <br />D <br />M <br />� <br />- -�— � - - <br />� D <br />c <br />l3) SIDES <br />E�TYPICAL FRAME CONN. <br />R JOINT <br />_� 1 <br />_""' r - � <br />� l�;(�� I� ; �J'�'i �'� -�� <br />V ' <br />!�F%`,� � 9 ���� <br />! Cll•�� (;�� c�i'v'-f`�E'(7 <br />; _ P2ri,�it �Fr„+c�_=---� <br />20'-0' <br />TU 4x4x'ii MAX. <br />ALUM.TUBE <br />_ _ � = DEGORQTIVE <br />�' � ELEMENT <br />�/� \\`C!/ /^ (NON-STRUCTJ <br />`� �i <br />_ � .-. ` -- - j <br />��� ��� �-TU 2x2x�i� <br />I� � ALUM.TUBE <br />� \ <br />�-- _ �.—i_ <br />�- - � a <br />5 6 -- � �, <br />6'-0" I <br />-- (E) CONGRETEBRIGK � <br />WALL BY OTHERS <br />A ELEVATION <br />ALl1M. SIGN <br />PANEL PER <br />MFR. <br />CI i Y OF EVERETT <br />RF..VIFV��Ff! !=0R nERti11T <br />Y <br />i <br />� <br />� <br />� <br />b <br />3 <br />r <br />m <br />� <br />m <br />$ <br />� <br />� <br />�� <br />�� <br />a <br />u <br />?u <br />,� <br />��n <br />4� <br />�° <br />ad� <br />3 ~. <br />ug� <br />��� <br />� I <br />�x1 <br />w. <br />`y�Ni <br />VLLI� <br />�� <br />� �' <br />§ <br />a� <br />a� <br />C= <br />3� <br />3 <br />O p� <br />�u <br />w <br />�� <br />«- � <br />