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ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE <br />CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. <br />BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING <br />VARIABLES. VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE <br />USER'S MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION <br />FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY <br />STRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONT <br />WARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR <br />SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION, <br />HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH <br />MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT. <br />I VIBRATION DISCLAIMER I <br />VALMONT/ORDER # IO TAG REQUIREMENTS: <br />DWG. FAB. MM/YY LUMINAIRE NO. <br />0 LUM. NO. 0 WATTAGE <br />XXX WATTS XXX VOLTS VOLTAGE <br />1.50" X 3.25" ALUMINUM IDENTIFICATION <br />TAG SECURED TO POLE SHAFT <br />AND ARM SHAFT WITH (2) 0.125" RIVETS. <br />STAMPED AS SHOWN <br />I IDENTIFICATION TAG DETAIL I <br />THE LIGHTING STRUCTURES SHOWN ON THIS DRAWING <br />HAVE BEEN DESIGNED IN ACCORDANCE WITH THE <br />LOADING AND THE NOMINAL STRENGTH REQUIREMENTS OF <br />THE 2015 AASHTO "LRFO SPECIFICATIONS FOR <br />STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, <br />LUMINAIRES AND TRAFFIC SIGNALS, FIRST EDITION", <br />SLTS-1. THE WIND LOADS WERE CALCULATED FROM AN <br />ULTIMATE WIND VELOCITY OF 115 MPH WITH A MEAN <br />RECURRENCE INTERVAL OF 700YEARS. <br />MAXIMUM DESIGN LOADING <br />30"0" POLE HEIGHT <br />MOUNTING <br />CENTROIā¯‘ <br />WEIGHT <br />E.P.A. <br />LOAD ITEM <br />HEIGHT <br />HEIGHT <br />(LBS) <br />FT <br />(FT) <br />(FT) <br />GALTRONICS <br />30.00 <br />33.50 <br />31 <br />1.24 <br />OMNI <br />COMMSCOPE <br />METROCELL <br />30.00 <br />31.50 <br />80 <br />3.00 <br />ENCLOSURE <br />FUTURE 5G <br />24.33 <br />24.33 <br />90 <br />3.60 <br />UNITS <br />COMMSCOPE <br />MICRO <br />17.50 <br />17.50 <br />300 <br />7.70 <br />ENCLOSURE <br />DISCONNECT <br />17.50 <br />1 17.50 <br />8 <br />0.82 <br />ESTIMATED STRUCTURE WT 1.250 LBS (INCLUDES LOADS) <br />