Laserfiche WebLink
�-' — — <br />C9 z <br />� <br />� � <br />c� w c� <br />� � <br />� N <br />�� <br />w <br />Y_ _.�"—_.— <br />�. U <br />¢ <br />[� m <br />� <br />� W <br />C9 Z � O <br />K = <br />� � � � <br />� w o <br />_� R' . '-�}l" — .__ <br />1'-5 5/8" <br />1'-4 5/8" <br />� <br />5'-0" <br />2 �LP�N ��CTION <br />F-COVI-21-WF2 3/4" = 1' - O" <br />�� ��_8�� <br />4 OF HOLES & MOUNTING <br />7'-11 1(4" <br />6ACKER <br />5'-2" <br />MOUNTING ANGLES <br />1'-6" <br />� <br />1'-5 5/8" <br />1'-4 5/8" <br />� <br />, FRONT SECTION <br />F-COVI-2I-WF.2 314" = 1' - D" <br />� <br />MOUN7ING HARDWARE z � <br />CHAtZ7 � o W <br />� � � <br />3!8" ZING PLATE StEEL � � • <br />THREADED ROD 1HRU WALL <br />3/8" LAG WITH SHIELDS � <br />3/8° LAG BOLTS � <br />3B" TOGGLE BOLTS � <br />NOTE: <br />1.) rHREADED ROD WILL 6E PROVIDED STANDARD <br />- ALL OTHER HARDWARE 15 TO BE PROVIDED <br />BY THE INSTALLER AS REQ'D. <br />2.) DESIGN INTENDED FOR N07 GKEATER THAN <br />3RD STORY MOUNiING - HIGHER ELEYATIONS <br />REQUIRE REVIEW <br />NOTES: <br />1. WHEN MOUNtING OVAL TO A tOWER, DO NOt U5E <br />THE NOTED STEEL MOUNTING ANGLES & CLIPS. <br />2. 5EE 13042 - ET 29-90 TOWER MANUFAG7UiZING <br />DRAWING FOiZ SPECIFIC MOUNTING CONDITIONS TO <br />SAID TOWEK. <br />1" X 1" X 1/8" ALUM. ANGLE TACK WELDED <br />t0 ALUM. BACKER TO SUPPOfZT RACEWAY <br />3/4" LONG X.125" ROLLED ALUM. tZETURN <br />TACK WELDED TO ALUM. BAGKER <br />3/8"-16 ZINC PLATED STEEL RIVE7 NUT <br />- U5E THESE EXTRA MOUNTING POINTS <br />ONLY WHEN MOUNTING TO A TOWER 51GN <br />1 1/2" X 1 1/2" X 3(16" ALUM. MOUNTING ANGLE <br />BOLTED TO .090" ALUM. BACKER W/ <br />3/8" X 3!4" LONG 5.5. BOLTS TYP. <br />1 1/2" X 1 V2" X 3/16" X 2" LONG ALUM. � C��h� ����� <br />MOUNTING ANGLE CLIPS - (4) REQ'D <br />- BOLT TO WALL W/ 3/8"-16 HARDWARE �•� i <br />5EE CHART FOK MOUNTING HAkDWAKE <br />.090" ALUM. 6ACKER <br />3 SECTION <br />F-COVI-2I-WF.2 3/4" = 1' - 0" <br />� <br />� <br />� <br />N <br />N <br />N <br />� <br />m <br />� <br />�/�(r\�'ll Architectural <br />�� Graphics <br />/ �� Incorpvrated <br />2655 Intemational Parkway <br />P.O Eox 9175 <br />Virginia Beach, VA 23450 <br />(757) 427-1900 <br />Project Title <br />� <br />Sign Type <br />F-COVI-21-W F <br />Drawing Type <br />SECTIONS <br />Date 06,05.13 <br />AGI EoR M. SMIT71 <br />Lead Drafter ELB <br />Drawn ey ELB <br />Project Mgr. J. OVERTON <br />General Sign Specifications <br />❑ Interior ■ Ezterior <br />� Single Faced ❑ Double Faced <br />❑ <br />❑ Non-Illuminated <br />� Illuminated <br />� 120 Volts 3.1 Amps(+/-) <br />❑ 277 Volts Amps(+/-) <br />Amps(+/-) <br />� U/L Listed �] Non U/L Liste� <br />Location <br />Windload 90 MPH / 2006 IBC <br />Area 21 SF. Weight 126 LBS. <br />Drawing Revisions <br />Drawn By 1 Date Change <br />� ELB �0.29,13 MOUNTING <br />This document is the soie property of Archi[ectural <br />Grsphiee� Ine., and all design, manWacturing, <br />reproduction� use vnd salc rights re9arding [he same <br />ezpressly forbidden. It Is submitted undera <br />onfidential relationship, for a special purposc, and the <br />ecipient� by occepting this document assumes custody <br />and agrees ihat ihis tlocumenl will not be copied or <br />repmduced in whole or in part, nor its cantenls <br />ealed in ony manner ar to any person eacept for the <br />purpose 7or rrhich Il was tendered� nor any special <br />features peculiar to this design be IncorPorated in <br />other projects. <br />Approved 6y M. SMITH <br />Date Approved <br />Code Type <br />12557 A <br />Job Number <br />T.B.D. <br />Sheet Number Rev. <br />F-COVI-2I-WF.2 A <br />