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HomeMy WebLinkAboutPLANST14 T13 T12 T11 T10 T9 TB T7 T6 T5 T4 1'3 T2 T1-• -, Section T16 T15 _ Legs ROHN 3 XSTR P3.Oz+ L2.5x2.5x0.25 P3.0 + L2.5x2.5xO.25 ROHN 3 XSTR ROHN 2.5 XSTR ' Leg Gmde A50MO Diagonals PLA ROHN TS1.Sz16 ga ROHN TS1.5x11 ga ROHN TS1.5z16 ga ROHN TS1.5x11 go ROHN TS1.5X719. ROHNTS1.5x16ga ROHN TSI.5x11 go Diagonal Grace PLA A500-50 Top Girls NA ROHN TS1Sx16 ga ROHN TS1.5z11 go Bottom Girls NA ROHN 1.5 ST ROHNTS7.5xl6ga ROHN TS1.5x11 ga Horizontals A N.A. Top Guy Pull -Offs N.A. 4x12 N.A. 4x12 N.A. Face Width (it) 3.4166 # Panels @ (8) B 13 @ 1.18486 24 @ 2.40229 8 @ 2.4088 8 @ 2.40229 8 @ 2.4088 8 @ 2,45833 8 @ 2.4088 32 @ 2.40229 B @ 2.4 888 8 @ 2AO229 Weight(K) 14.5 0.4 0.7 1.0 1.1 1.1 1.1 1.1 0.9 1.1 0.8 0.7 0.7 1.1 0.6 0.7 1.6 o to R R to to IR to to to to R R R "Oo IR N I I IC(XXXXXRXXXX)1VAiAiA%AII/V/A;/V/AIIXXXXXXXXIIXXXXXXXXIIXXX\/\YNIXXXXXXXXIIXXXXXXXXIV A/A,�\.; VVA/VV�llx> xxxxXX.NXXXXX.XX;1I-'\,%VA'VIV\.; VA/'J*xxxxxxx XI kv 4N /� n-_� .� mmnj 101111111111101 '03 Iv';Y D ., i.� ;� ST. Lucie County, Permitting w 0 0 IIlIE� ;ONTRACTOR SHALL REMOVE EXISTING UNUSED COAX AS 1EEDED TO CREATE SPACE FOR PROPOSED CABLES. FOWER ELEVATION SCANNED BY fit. LUft County THESE PLANS A14D ALL PnOPOSEO WW ARE SUBJECT TO ANY CORRECTIONS ' REQUIRED BY FIELD INSPECTORS THAT J CD9AY BC AIK:r1=01RY IM ACIMD TO ST.. LUCIE COU BUILDING DIV ION REVIEW FOR COMP REVIEWED BY DATE PLANS AND PER IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 1 .BFTP;:aC1H.Q. FRIsNTSID rA Cidl^1 SIDES REAR _ - ZRG. r) _ TECii ECEU V E MAY 1 8 RECD RETROFITSCHEDULE SYMBOL ELEVATION MEMBER EXISTING PROPOSED NOTES TYPE MEMBER MEMBER A 200'f TO 18Df DIAGONAL ROHN 1.51 ROHN 1.5 x REPLEACE EXISTING DIAGONAL MEMBERS WITH THICKERIHEAVIER 'En.,PIPE 11 a. PIPE MEMBERS. MATCH EXISTING CONNECTION DETAILING CRUSHED ENDS). ROHN IS REMOVE EXISTING HORIZONTAL MEMBERS AND ADD DIAGONAL MEMBERS DIAGONAL K-BRACE 119a. PIPE X- TO CREATE AN X-BRACE CONFIGURATION. USE THE EXISTING B 120't TO 100't HORIZ. WITH HORIL BRACE HORIZONTAL GUSSET PLATES TO CONNECT THE NEW DIAGONAL WITHOUT MEMBERS. MATCH EXISTING CONNECTION DETAILING(CRUSHED ENDS). HOR17 C 280'f GUY CABLE TENSION EXISTING GUY CABLES TO 8% OF THEIR BREAKING STRENGTH. 220'f D 160't GUY CABLE - - TENSION EXISTING GUY CABLES TO 9% OF THEIR BREAKING STRENGTH. 80'f DATE DESCRIPIION APX NO.: 17-U107.37 OpJ. ACOSTA CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. R IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFILIATES. REPRODUCOON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WOTIOUT THE WRRTEN PERMISSION OF THE OWNER. apx �o ENGINEERING GROUP MOD WWESIDE DRNE Sun 525 MIRAMAR, FL 33027 (954) 44-153a LER➢ncAn OF AMORRATION 31945 6� aw 2001 NW 64tA S REU FORK IAUOERDALE. FL 33309 No 6 C) S [A ,J O •:�� DATE 0 awvNuR+p ,G50 4/30/18 FP12 3301 ORANGE AVENUE FORT PIERCE FL 34947 SHEET NAME TOWER MODIFICATION DETAILS SHEET NUMBER S1 0 TYPE ELEVATION DB -A FPL 307 DB228-A(FPL) 307 B KE-Y FPL 302 DB81OKE-Y(FPL) 302 (2) DUB I UKE-Y(FPL) 302 Flash Beacon Lighting 300 TTA Cabinet (FPL) 297 Pirod 4' Side Mount Standoff (1) (FPL) 297 Pirod 4' Side Mount Standoff(1)(FPL) 297 Pirod 4' Side Mount Standoff (1) (FPL) 297 1)5264-A (FPL) 292 DB264-A (FPL) 270 Pirod 4' Side Mount Standoff (1) (FPL) 260 DB81OKE-Y (FPL) 205 Pirod 4' Side Mount Standoff (1) (FPL) 205 (2) RV65-18-OODP (Spnnt) 172 (2) RV65-18-0 DP (Spnnt) 172 (2) RV65-18-OODP (Spdnt) 172 Sector Mount ISM402-3] (Spnnt) 172 Sector Mount ISM305-31(ATT) 150 RRUS-11(AT T) 150 KFTDRO0110030 Uter (ATT) 150 OC648.60-18-BF(ATT) 150 DC64MO-18-BF (ATT) 150 RRUS-11(ATT) 150 RRUS-11(ATT) 150 RRUS-1 (ATT) 150 RRUS-12 (ATT) 150 (3) SBNHH-1 D85B (ATT) 150 RRUS-12 (ATT) 150 (3) SBNHH-1 D85B (ATT) 150 (3) SBNHH-1 D85B (ATT) 150 (2) RRU 2 (ATT) 150 (2) RRUS-32 (ATT) 150 2) RRU (ATT) 150 2'Standoff _ -40 128-2 40 2'Slandaff _ 33 DB205-A 33 APPURTENANCE LOADING 1. TOW.- JROFIT DESIGN PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, bin EDITION (2017). TO THE TIA-222—G STANDARD (FBC 3108.1) FOR THE FOLLOWING CRITERIA; A V—158mph/122mph (ULTIMATE/NOMINAL 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. B. 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 PLATES ANGLES 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 kei 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. 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 175 KIPS GUY UPLIFT 78 KIPS GUY SHEAR 92 KIPS 2 1 TOWER REACTIONS (FACTORED) 4 1 (NOT USED) clo Oro, yi f um M /REV I DATE I DESCRIPTION 1 APX PROJECT NO.: 17-0107.37 DRAWN BY: J. ACOSTA CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE CWNER AND ITS AFFILIATES. REPRODUCDON'OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE CWNER. fJ U apx EN�ERING© 3400 IAKESIDE DRNE SMITE 525 MInA , FL M027 (954) 744-IMB CERIInC 7 OF AOMORI7 OON 3194E _. at&t 2001 MN 64N SI M FORT LUIDERDAU. FL 00309 NO 68 v t.�S AT O .•i/ dddddd soeFs. /�Uf `, DATE tF SIGNA 4 E4/30/18 FP12 3301 ORANGE AVENUE FORT PIERCE FL 34547 SHEET NAME TOWER MODIFICATION DETAILS SHEET NUMBER 5 S2