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Home My WebLink AboutApproved Tower ModN N N N N W W W W W A A A A A O N Am OD N A 0) C. N A a) OD A O O O (O O O O O O mO N O O O O O O O O O O O O O O O O v O G O O O O O O O f.110 CT O O O O O O O O O O O O O O O W OW � x0 a / 4/+ a�CID x N U 0 PO ally signed y MICHAEL PHILLIPS 021.04.28 0:02 -04'00 RETROFIT SCHEDULE SYMBOL ELEVATION MEMBER EXISTING PROPOSED NOTES TYPE MEMBER MEMBER A 280't GUY CABLE - - TENSION EXISTING GUY CABLES TO 9% OF THEIR BREAKING STRENGTH. 192't TO 3/4ROD LID SOLID REINFORCE WITH ADDED SOLID B 160't DIAGONAL ROD4'+ 3/4" ROD MEMBERSSREXITING EFERENCDIAGONAL �AEMBEIL S3 SOUD ROD C 176't GUY CABLE - - TENSION EXISTING GUY CABLES TO 9% OF THEIR BREAKING STRENGTH. D 140't GUY CABLE - - TENSION EXISTING GUY CABLES TO 10% OF THEIR BREAKING STRENGTH. E 480' TO 0' TOWER MAST - _ ALIGN PLUMB AND TWIST OF TOWER IN ACCORDANCE WITH TIA-222-H, ANNEX J. TOWER ELEVATION G 2G 401 GRMHIC SCNE REV DATE DESCRIPTION 0 4/28/21 FOR PERMIT APX PROJECT NO.: 21-0270.13 DRAWN BY: j R. GARCIA CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. A ax ENGI NEERING GROUP 14471 MIRAMAR PARKWAY, SUITE 202 MIRAMAR, FL 33027 (954) 744-1538 CERTIFICATE OF AUTHORIZATION 31948 I T • -Mobile 'ice` • t O R 10-.�.,r 'xrtlMSpff (�31T Gx 11E MIE MM'A1m.DYLExRr IRAiA nGrt.LSKKtiLPE ca nuts mix roc. einisnaw. mm A urxru gamure issum er ;r. xc wwrm cross asnu oxcuuort ud: xu�caaasxsn sK>muo -�iDT1E51W.lUE WS�BEV6iPmONNlY9ECRNX WxES \ J A2P0045B MICROWAVE SERVICE COMPANY 6189 N US-1 FORT PIERCE, FL 34951 SHEET NAME TOWER MODIFICATION DETAILS SHEET NUMBER S1 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Flash Beacon Lighting 480 RRU 4424 (T-Mobile) 210 DS224-E 442 RRU 4424 (T-Mobile) 210 Standoff 2' 442 RRU 4415 (T-Mobile) 210 Dipole 10' 441.5 RRU 4415 (T-Mobile) 210 Standoff 1' 441.5 RRU 4415 (T-Mobile) 210 100A-4F-HW CALVARY CHAPEL 425 Sector Mount [SM502-3] ITMobile)210 Standoff l' 422.5 FFV4-65C-R3-V1(T-Mobile) 210 Dipole 10' 422.5 FFV4.65C-R3-VI (T-Mobile) 210 Standoff 5' 410 (3) SBNHH-i D856 (ATI) 208 Omni 10' by 3" 410 RRU 8843 B2/B66A (side) (ATI) 208 Standoff 1' 406 RRU 8843 B2/B66A (side) (ATI) 208 Dipole 10' 406 RRU 8843 B2/B66A (side) (ATI) 208 CL-FMRX (CALVARY CHAPEL) 375 RRU 4449 B5/B12 (side) (ATI) 208 8-Bay Dipole 373 RRU 4449 B5/B12 (side) (ATI) 208 Standoff 2' 373 RRU 4449 135/1312 (side) (ATI) 208 4-Bay Dipole 370.5 RRUS-32 (side) (ATI) 208 Standoff 2' 370.5 RRUS-32 (side) (ATI) 208 Omni 4' by 1.5" w/Pipe Mount 356 RRUS-32 (side) (ATI) 208 Standoff 5' 356 Raycap DC6A8-60-18-8F (ATT) 208 DB224-C 350 DC6A8-60-18-8C-EV (ATI) 208 Standoff 3' 350 DC6A8-60-18-8C-EV (ATI) 208 DB224-C 350 Sector Mount [SM410-3] (ATI) 208 Standoff 3' 350 (3) SBNHH-113856 (ATI) 208 Omni 12' by 3" 350 (3) SBNHH-1D856 (ATI) 208 Standoff 1' 350 DT465B (Sprint) 175 Omni 12' by 4" 337 APXVSPPIB-C-A20 (Sprint) 175 Standoff 1' 337 APXVSPPIB-C-A20 (Sprint) 175 R55247 317 APXVSPP18-C-A20(Sprint) 175 Standoff 2' 317 RRUS-82 (side) (Sprint) 175 (2) 6' Yagi 287.5 RRUS-82 (side) (Sprint) 175 Marker Light 242 RRUS-82 (side) (Sprint) 175 (2) X7CQAP665-V (Vedzon) 226 RRUS-11 (side) (Sprint) 175 AXP 19-60-2 (Verizon) 226 RRUS-11 (side) (Sprint) 175 AXP 19-60-2 (Verizon) 226 RRUS-11 (side) (Sprint) 175 AXP 19-60-2 (Verizon) 226 FFHS Filter (Sprint) 175 RRUS 32 (Verizon) 226 FFHS Filter (Sprint) 175 RRUS 32 (Verizon) 226 FFHS Filter (Sprint) 175 RRUS 32 (Verizon) 226 RRUS-31 (side) (Sprint) 175 (2) DBC-7CAP DIPlexer (Verizon) 226 RRUS-31 (side) (Sprint) 175 (2) DBC-7CAP DiPlexer (Verizon) 226 RRUS-31 (side) (Sprint) 175 (2) DBC-7CAP DiPlexer (Vedzon) 226 RRUS-1 1 (side) (Sprint) 175 RRFDC-3315-PF-48 (Vedzon) 226 RRUS-11 (side) (Sprint) 175 Sector Mount [SM502-3] erizon 226 RRUS-11 side) (Sprint) 175 (2) X7CQAP-665-V (Verizon) 226 800 SMR Filter (Sprint) 175 (2) X7CQAP665-V (Verizon) 226 800 SMR Filter (Sprint) 175 FFV4-65C-R3-V1(T-Mobile) 210 800 SMR Filter(Sprint) 175 AIR 6449 (T-Mobile) 210 Sector Mount [SM702-3] (Sprint) 175 AIR 6449 (T-Mobile) 210 DT465B (Sprint) 175 AIR 6449 (T-Mobile) 210 DT465B (Sprint) 175 RRU 4449 (T-Mobile) 210 3' Yagi 116.5 RRU 4449 (T-Mobile) 210 Standoff 2' 116.5 RRU 4449 (T-Mobile) 1210 GP6F-21A 104.5 RRU 4424 T-Mobile 1210 GP6F-21A 97.5 APPURTENANCE LOADING 1. TOWER RETROFIT DESIGN PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 7th EDITION (2020), TO THE TIA-222-H STANDARD (FBC 3108.1) FOR THE FOLLOWING CRITERIA: A. V=160mph (ULTIMATE 3-SECOND GUST) B. EXPOSURE "C" C. RISK CATEGORY II D. OPEN STRUCTURE 2. TOWER RETROFIT IS DESIGNED FOR THE LOADING INDICATED IN THE "APPURTENANCE LOADING" TABLE INCLUDED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY EXISTING TOWER LOADING TO INCLUDE THE QUANTITY AND TYPE OF EQUIPMENT AND COAX ON THE TOWER. IF VARIES FROM THE DESIGN LOADING, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 3. CONTRACTOR SHALL VISIT SITE TO OBSERVE SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 4. CARE SHALL BE TAKEN TO MAINTAIN INTEGRITY OF EXISTING CONSTRUCTION. ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DAMAGE TO STRUCTURE DURING RETROFIT. 5. ALL RETROFIT MODIFICATIONS SHALL BE INCORPORATED PRIOR TO THE INSTALLATION OF PROPOSED EQUIPMENT. 6. DIMENSIONS AND DETAILS SHOWN HAVE BEEN OBTAINED FROM LIMITED SURVEY DATA AND/OR EXISTING DRAWINGS. ACTUAL SITE DIMENSIONS SHALL BE VERIFIED PRIOR TO FABRICATION OF ANY MATERIAL. 7. CONTRACTOR SHALL SUBMIT TO ENGINEER NOTICE OF ANY INTENT TO DEVIATE FROM PLANS AND DETAILS FOR APPROVAL PRIOR TO START OF ANY WORK. 8. CONTACT THE ENGINEER CONCERNING AND CHANGES OR MODIFICATIONS THAT MAY BE REQUIRED DUE TO THE EXISTING CONDITIONS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, PROTECTION OF PUBLIC, AND TEMPORARY TOWER BRACING AS NECESSARY DURING RETROFIT INSTALLATION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND RELOCATING, AS REQUIRED, ALL SERVICE AND UTILITY LINES IN THE VICINITY OF THE WORKSITE. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS TO BE USED FOR COMPLETING MODIFICATIONS. 12. DO NOT REMOVE ANY MATERIAL FROM THE TOWER DURING WINDS OF 15 MPH OR GREATER. 13. PROPOSED TOWER MEMBERS AND MODIFIED EXISTING TOWER MEMBERS SHALL BE PAINTED TO MATCH THE EXISTING TOWER MEMBERS THAT REMAIN UNMODIFIED AT THEIR SAME ELEVATION. RETROFIT NOTES 1. ALL PROPOSED RODS SHALL BE ASTM A572-50 MATERIAL AND GALVANIZED IN ACCORDANCE WITH ASTM 123 AND ASTM 153 STANDARDS. 2. ALL PROPOSED PIPE MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 ksi AND BE GALVANIZED IN ACCORDANCE WITH ASTM 123 AND ASTM 153 STANDARDS. 3. ALL RETROFIT BOLTS SHALL BE ASTM A49OX WITH DACROMET CORROSION RESISTANT FINISH, U.N.O. 4. ALL BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITIONS AS DEFINED BY AISC. 5. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES, UNLESS NOTED OTHERWISE. 6. ALL STEEL ABRASIONS, FIELD CUTS, AND FIELD WELDS SHALL BE COATED WITH TWO LAYERS OF ZINK-RICH PAINT, CONNECT -IT WIRELESS #BZ01 OR APPROVED EQUAL. 11 GENERAL NOTES COMPONENT REACTION MAST AXIAL 369 KIPS GUY UPLIFT 164 KIPS GUY SHEAR 176 KIPS 21 TOWER REACTIONS (FACTORED) 4 I (NOT USED) 3 REV DATE DESCRIPTION 0 4/28/21 FOR PERMIT APX PROJECT NO.: 21-0270.13 DRAWN BY: R. GARCIA CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 10 A ax ENGINEERING GROUP 14471 MIRAMAR PARKWAY, SUITE 202 MIRAMAR, FL 33027 (954) 744-1538 CERTIFICATE OF AUTHORIZATION 31948 T • -Mobile THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MICHAEL A. PHILLIPS, PE (#68312) ON 4/28/21 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. A2P0045B MICROWAVE SERVICE COMPANY 6189 N US-1 FORT PIERCE, FL 34951 SHEET NAME TOWER MODIFICATION DETAILS SHEET NUMBER 5 S2 2" FROM EXISTING WELD (TYP.) EXISTING TOWER LEG (TYP.) EXISTING HORIZONTAL (TYP.) NOTES: 1. IF EXISTING SOLID ROD MEMBERS ARE BENT, THEY WILL NEED STRAIGHTENING PRIOR TO ATTACHMENT OF NEW MEMBERS. USE PROPER TOOLS & AVOID STRESSING OTHER TOWER MEMBERS & WELDS OF BENT MEMBERS. 2. NEW SOLID ROD SHALL BE INSTALLED PARALLEL & STRAIGHT AGAINST SOLID ROD MEMBERS. 3. THE WIRE CLIP SIZE SHALL MATCH THE ROD SIZE, UNLESS NOTED OTHERWISE. DIAGONAL BRACE RETROFIT /N7EyWWIRE CUP p \,'r.) NEW SOLID ROD DIAGONAL (TYP.) EXISTING SOLID ROD DIAGONAL (TYP.) NEW SOLID ROD SAME SIZE AS EXISTING EXISTING SOLID NEW WIRE SOLID ROD CONNECTION (PREFERRED) NTS 2 NEW SOLID ROD SAME SIZE AS EXISTING EXISTING SOLID ROD NEW WIRE CUP 11 SOLID ROD CONNECTION (ALTERNATE) REV DATE DESCRIPTION 0 4/28/21 FOR PERMIT APX PROJECT NO.: 21-0270.13 DRAWN BY: R. GARCIA CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 10 A ax ENGINEERING GROUP 14471 MIRAMAR PARKWAY, SUITE 202 MIRAMAR, FL 33027 (954) 744-1538 CERTIFICATE OF AUTHORIZATION 31948 T • -Mobile •° THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY MICHAEL A. PHILLIPS, PE (#68312) ON 4/28/21 USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C. 61G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY ENTRUST, INC. PLEASE REFERENCE SHEET T1 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. A2P0045B MICROWAVE SERVICE COMPANY 6189 N US-1 FORT PIERCE, FL 34951 SHEET NAME TOWER MODIFICATION DETAILS SHEET NUMBER 3 S3