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r r <br /> T • •Mobile• • • <br /> 12920 SE 38TH STREET <br /> BELLEVUE,WA 98006 <br /> ROSENBERGER <br /> 2F4WC-21 ANTENNA <br /> HEIGHT(H) 48.0' <br /> WIDTH(W) 22.8" NEW ANTENNA it.... <br /> DEPTH(D) 7.4' __..... _... MOUNTING PIPE (TYP) CROWN <br /> WEIGHT 66.1 LBS. <br /> W MAST MOUNT BRACKET, <br /> SURVIVAL WIND SPEED: 150.0 MPH NOKIA AHLOA RADIO MODULED \ �� - CASTLE <br /> WIND LOADING,MAX: (2) PER RRU - - <br /> .114 <br /> FRONT: 208 N @ 150 km/h HEIGHT(H) 22.1" I i1�C44,. (N) MOUNTING 1505 WESTLAKE AVENUE NORTH,SU11E 800 <br /> SIDE: 218 N @ 150 km/h �� BRACKET SUPPLIED SEATTLE,WA 98109 <br /> CONNECTOR: (8)4.3-10 DIN FEMALE-BOTTOM WIDTH(VJ) 12.2" �• W/ANTENNA TIP_ MAIN SUPPORT `o ;� / (TYP) <br /> MOUNTING POLE: 2.4-4.5 INCHES DEPTH(D) 7.5' ---- BRACKET �j`• �`^ �s <br /> I�1 WEIGHT 63.9LBS. �� i� I ANTENNA, M S UAR •� <br /> = I ���� RRU PER <br /> ` PER PLAN A <br /> FRONT OF ANTENNA ���� PLAN ')a��I� s �,J b <br /> ���� `` `WIRELESS <br /> .... /'✓""�a lid 1387 CALLEaA ANZADO <br /> �NI SAN CLEMENTE CA 92873(949)391-6824 <br /> �� I II <br /> FRONT VIEW SIDE VIEW .'i N <br /> 0000 0000 <br /> (N) 1/2" 0 A307 ,�� �', <br /> ®® ®RO J W U-BOLTAND NUTS <br /> BRACKET <br /> T SUPPLIED <br /> W/ANTENNA (TYP) T-MOBILE SI1'r.NUMBER: <br /> W — - Dr= SE01685B <br /> BOTTOM VIEW FRONT VIEW SIDE VIEW <br /> TOP VIEW <br /> BU#:825709 <br /> I NOTE: PRIOR TO ORDERING ANTENNAS,VERIFY CORRECT MODEL NUMBER <br /> MASONIC CENTER <br /> WITH LATEST RFDS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY <br /> IF DISCREPANCY IS FOUND. 220 OLYMPIC BLVD <br /> EVERETT,WA 98203 <br /> 0 ROSENGERCER 2F4WC-21 ANTENNA NOKIA AHLOA RRU RRU AND ANTENNA MOUNTING <br /> SCALE: NOT TO SCALE O2 SCALE: NOT TO SCALE �\ 3OSCALE: NOT TO SCALE EXISTING 76'-0"MONOPOLE <br /> \/ <br /> ISSUED FOR: <br /> REV DATE DRWN DESCRIPTION DES./QA <br /> HPL3 EXPANSION CABINET <br /> A 06/21/2019 DF 90%FOR REVIEW JAC <br /> 0 08/20/2019 TB 100%FOR SUBMITTAL JAC <br /> HEIGHT(H) 72,0• <br /> WIDTH(W) 30Z <br /> DEPTH(D) 32.0' <br /> WEIGHT 400.0 LBS. <br /> EQUIPMENT CABINET <br /> 48 HILTI KWIK BOLT TZ EXPANSION ANCHORS <br /> W 0 CONCRETE WALL OR APPROVED EQUIV. (4 BOLTS TOTAL) <br /> OR SLAB <br /> TOP VIEW f <br /> °o°o °o°oOD. W - <br /> �OIP�°FAw?S��TO� <br /> D " • <br /> • ANCHOR SCHEDULE (1) �� 'io F�rz CO <br /> � : •: � z <br /> BOLT HALE A% ``i <br /> = O DIA. DIA. EMBEDMENT ili``''•r s • / <br /> O 0 1/2" 1/2" . .`i 51 1• <br /> • :) (SPECIAL INSPECTION REQUIRED PER ESR 1917) ,� • �, /' <br /> - II L <br /> ASS/ONAL F-�G <br /> II O . r_ :1 — <br /> O �/ DATE SIGNED:08/20/19 <br /> 0 / <br /> _ _ _ / // / <br /> Loyal]A.Wharton,P.E. <br /> C // / Professional Engineer license:#51509 <br /> FRONT VIEW RIGHT SIDE ,,// , ExpiralinDate:10-14-2020 <br /> VIEW ((___—� NOTE: <br /> IT IS A VIOLATION OF LAW FOR ANY PERSON, <br /> PERIODIC SPECIAL INSPECTION IS UNLESS THEY ARE ACTING UNDER THE DIRECTION <br /> REQUIRED FOR ANCHORS INSTALLED IN OF A LICENSED PROFESSIONAL ENGINEER, <br /> HARDENED CONCRETE TO ALTER THIS DOCUMENT. <br /> SHEET NUMBER • REVISION: <br /> PURCELL <br /> L3 <br /> OSCA E: NOTRTO SCALE SIGN CABINET OSCALEE NOT MOUNTING <br /> SCA DETAIL 6E SCALE:USED <br /> NOT TO SCALE C—5 O <br /> l <br /> 61 1 1 <br />