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r <br />(E) T-MOBILE ANTENNA (TYP OF 1 <br />SECTOR, TOTAL OF 3) - SEE 1 <br />(E) T-MOBILE FRIG (RRU) (TYP OF 1 <br />SECTOR, TOTAL OF 3) - SEE 1 <br />(E) 2 1/2" STD (2 7/8" O.D. X 0.145" TV <br />MIN. CROSS PIPE W/ CROSS( <br />PLATE TO (E) PIPE MAST (VEI <br />(E) 1 1/2" STD (1 7/8" O.D. X 0.145" Tf <br />MIN. CROSS PIPE W/ 5/8"0 BOL <br />STRUCTURE AND 5/8"H U-BOLT T <br />ANTENNA MOUNTING FRAME (VEI <br />(N) OR (E) 2" STD PIPE (2 3/8" O.D. X 0.154" <br />THICK) MIN. ANTENNA PIPE MOUNT <br />(REPLACE W/ LONGER PIPE TO <br />ACCOMMODATEANTENNA/ ANCILLARY <br />EQUIP. INSTALLATION IF NECESSARY) <br />(N) ANTENNA MOUNT WITH <br />MECHANICAL DOWN TILT <br />(N) T-MOBILE FRLB (RRU) (TYP OF 1 <br />PER SECTOR, TOTAL OF 3) - SEE 1/A4.0 <br />(N) T-MOBILE ANTENNA (TYP OF 1 PER <br />SECTOR, TOTAL OF 3) - SEE 1/A4.0 <br />(E) T-MOBILE DIPLEXER (TYP OF 2 PER <br />SECTOR, TOTAL OF 6) - SEE 1/A4.0 <br />NOTES: <br />- SUITABILITY OF PLATFORM / MOUNT(S) FOR FINAL <br />LOADING CONFIGURATION TO BE VERIFIED BY OTHERS <br />PRIOR TO INSTALLATION. <br />NO WORK SHALL COMMENCE WITHOUT THE <br />APPROVED STRUCTURAL TOWER / ANTENNA! MOUNT <br />ANALYSIS REPORT (SIGNED AND SEALED) TO BE <br />PROVIDED UNDER SEPARATE COVER. CONTRACTOR <br />PRIOR TO CONSTRUCTION SHALL REVIEW THE <br />APPROVED TOWER /ANTENNA / MOUNT ANALYSIS <br />REPORT SUPPLIED BY T-MOBILE AND MODIFY, IF <br />REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED <br />IN CERTIFIED STRUCTURAL REPORT PRIOR TO <br />INSTALLATION ON STRUCTURE. <br />ANTENNA / ANCILLARY EQUIPMENT MOUNTING DETAIL (TRIPOD) <br />(N) OR (E) 2" STD. (2 3/8" O.D. X 0.154" THK) <br />MIN. ANTENNA PIPE MOUNT, TYP. OF 3 <br />PER TRIPOD lREPLACE W/ LONGER PIPE <br />TO ACCOMMODATE ANTENNA / <br />ANCILLARY EQUIP. INSTALLATION IF <br />NECESSARYj <br />(N) T-MOBILE FRLB (RRU) (TYP OF 1 <br />PER SECTOR, TOTAL OF 3) - SEE <br />t /A4.0 <br />(E) T-MOBILE TMA (TYP OF 2 PER <br />SECTOR, TOTAL OF 6) - SEE 1/A4.0 <br />(N) T-MOBILE ANTENNA (TYP OF 1 PER <br />SECTOR, TOTAL OF 3) - SEE 1/A4.0 <br />(E) T-MOBILE FXFB (RRU) (TYP OF 1 <br />PER SECTOR, TOTAL OF 3) - SEE 1/A4.0 <br />(E) 4" STD (4 1/2" O.D. X 0.237" THICK) MIN. <br />PIPE MAST (VERIFY) <br />(E) T-MOBILE DIPLEXER (TYP OF 2 PER <br />SECTOR, TOTAL OF 6) - SEE 1/A4.0 <br />(E) T-MOBILE COVP (TYP OF t PER <br />SECTOR, TOTAL OF 3) - SEE 1/A4.0 <br />(E) HSS 3"X3"X3/16" MIN. TRIPOD LEG <br />WITH 5/8"P1 NIN. BOLT TO STRUCTURE <br />(TYP, VERIFY) <br />(E) 7/8" MIN. fd BOLT TO ROOF DECK, <br />TYP. EACH TRIPOD LEG (VERIFY) <br />(E) L3X3X3/16 MIN. TRIPOD LEG BRACE <br />W/ 5/8" MIN 0 BOLTS TO TRIPOD AND <br />MAST PIPE (VERIFY) <br />SCALE: NTS (11X17) <br />SCALE: NTS (22X34) <br />L <br />3 <br />NOT USED <br />NOT USED <br />SCALE: NTS (11X17) <br />SCALE: NTS (22X34) <br />SCALE: NTS (11X17) <br />SCALE: NTS (22X34) <br />� � ���'����:��l�x <br />casc�a��,a r�:� <br />Frecisinn Pragram Management <br />��CENTERLINE <br />Aola'iang YYYe%a lVeMor�(s <br />����59��� <br />■ n • i n ■ ■ w • <br />�'� �. �.�o`�! <br />�'� � ��„ �'�r <br />� 7 c ��" ,�,A= <br />AL t'='� `��' � <br />[�,YAI[_�� � <br />06/30/15 ' ` EXP.1/27/16 <br />CPM PROJECT NO.: 8691 <br />PRELIMINARY <br />NO. DATE D/C DESCRIPTION <br />0 04-25-15 EG/MS 90% CD REVIEW <br />1 06-01-15 RH/MS CLIENT COMMENT <br />SUBMITTAL <br />NO. DATE D/C DESCRIPTION <br />0 06-30-15 MS/MS BP SUBMITTAL <br />SITE NAME: <br />DOWNTOWN <br />EVERETT - WALL <br />SITE ID: <br />S E01510A <br />SITE ADDRE33: <br />2930 WETMORE AVENUE <br />EVERETT, WA 98201 <br />SHEET TITLE <br />CONSTRUCTION <br />DETAILS <br />SHEET NO. <br />A6.0 <br />