Loading...
HomeMy WebLinkAboutZ-6195-C Map 5D Gc' Na LEVEL it WEIGHT 70' 30' ELEVATION VIEW FUTURE LOW PROFILE PLATFORM O 50' EL FINISH GRADE DRAIN -SPOT PVC PIPE DRAINAGE AOT MUST BE KEPT OPEN WAVEGUID TIDE PORT `- ALIGN j FOR STEP BOLTS WITH CELLULAR PLATFORM ACCESS HATCH (LOCATED ON PLATFORM FACE) - ANTENNA INSTALLATION CHART ANTENNA -TYPE ELEV. It n u 12 ALP9212 70' 1 n n u n u I JD 1-.;v'ZL1•� ' Lmc rscNsaHs o . w1e —KEY ASSEMBLY FOR A 70_ FT. STEP TAPERED MONOPOLE S.T.V. i C—Ir --_—m -IT — - r--- n -71 -IF TI < N II 11 it It II D II 11 D It D I U U U U 30' ELEVATION VIEW FUTURE LOW PROFILE PLATFORM O 50' EL FINISH GRADE DRAIN -SPOT PVC PIPE DRAINAGE AOT MUST BE KEPT OPEN WAVEGUID TIDE PORT `- ALIGN j FOR STEP BOLTS WITH CELLULAR PLATFORM ACCESS HATCH (LOCATED ON PLATFORM FACE) - ANTENNA INSTALLATION CHART ANTENNA -TYPE ELEV. AZIMUTH OFFSET ANTENNA MOUNT INST. OWG 12 ALP9212 70' 1 N/A N/A FP -12 -PLT SEE NOTE 1 THIS TOWER HAS BEEN DESIGNED FOR THE FOLLOWING ANTENNA LOADING: (12) ALP9212 O 70 FT. W/(1) 1 5/8' COAX EA. (3) D13810 O 70 FT. W/(1) 7/8' COAX EA. (12) ALP9212 O 50 FT. w/(1) 1 5/8- COAX EA. 21 4't X 10'-0' LONG N 615 CR 75) ANCHOR BOLTS 5) HEXNUTS EACH 3E PLATE VEUNG NUT FILL SPACE UNDER BASE PLATE WITH NON -SHRINKING GROUT CONCRETE PIER GENERAL NOTES - 1. TONER HEIGHT 10'_ FT. 2 CONCRETE TONER BASE FOUNDATION DWG Na SF -92407 - 18.5 CUBIC YARDS OF CONCRETE. 3. REMOVE UPPER ANCHOR BOLT TEMPLATE BEFORE INSTALUNG TONER BASE. 4. GROUNbING REOUIRED. ED YES M NO (BY OTHERS) INSTALL TOP BUS BAR ON PLATFORM PER DWG NO. FP -RR - INSTALL TWO BOTTOM BUS BARS ON BASE SECTION PER DWG NO. FP -RB -A. 5. FINISH: ALL STEEL HOT DIPPED GALVANIZED. PAINT REQUIRED: ED YES 1• NO 6. INSTALL 11111111 LOCKWASHERS AND HEXNUTS ® LOCKNUTS (SEE SPECIAL NOTE). 7. SAFETY CLIMB DEVICE REQUIRED. M YES M NO INSTALL PER DWG. NO, FP -SC -IA AND MANUFACTURES INSTRUCTIONS. & LIGHTNING ROD REQUIRED. 1111111 YES C3 NO INSTALL (3) LIGHTNING RODS PER DWG NO. MI -STV -1 9, LIGHTS REQUIRED. ED YES 1111111 NO 10. ANTENNA INSTALLATION PER CHART THIS DWG 11. CELLULAR PLATFORM REWIRED: 1• YES O NO INSTALL PER DWG NO. FP -12 -PLT INSTALL 2` PS X 8'-0- PIPES (P/N 348018-1) TO PLATFORM HAND RAIL CUPS WITH 5/8"0 X 3 1/8" C/C U -BOLTS (P/N 348057-11) TO MOUNT ALP9212 ANTENNAS 12 WAVECUIDE BRIDGE REQUIRED: ® YES 11111111 NO 13. ICE SHIELDS REQUIRED. ED YES 1• NO 14. INSTALL STEP BOLTS IN ADDITIONAL BRACKETS SURROUNDING EACH SECTION (LOCATED 4' BELOW TOP FLANGES). 15. REMOVE ALL TRASH AND DEBRIS FROM SITE. 16. ORIENT SECTIONS WITH PART NUMBER TAG AT BOTTOM 17. ANY FIELD DAMMAGE OR FIELD MODIFICATIONS NEED TO BE DOCUMENTED TO ANDREW CORPORATION AND ALL EXPOSED (BARE) METAL SHALL BE GIVEN ONE COAT (MINIMUM) OF ZINC RICH PAINT. 18, INSTALL TONER NAME PLATE PART NO. 348070-1. IN OPEN STEP BOLT HOLE AT APPROX. 10'-0 ABOVE GRADE USING 5/84 X 1 1/2 BOLT PROVIDED. y DRAWINGS REQUIRED: SF -96407 MI -STV -5 TPA24-40SI MI -SN -1 FP -88-A FP -88-C FP -SC -IA FP -NOTES _ FP -12 -PLT FP -ERECT NOTE IT IS THE ERECTOR'S RESPONSIBILITY TO INSURE THAT ALL PRACTICES AND PROCEDURES UTILIZED DURING ASSEMBLY AND ERECTION WORK REWIRED ON THE TONER DO NOT ENDANGER THE SAFETY OF ANY PERSONNEL NOR THE STRUCTURAL INTEGRITY OF THE TONER NOTE., BOLTS SHALL BE TIGHTENED BY THE TURN -OF -NUT TK*mNG METHOD. BOLTS SHALL BE. INSTALLED IN ALL HOLES OF CONNECTION AND BROUGHT TO A SNUG -TIGHT CONOTTDN. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. THEN TIGHTEN NUT AN ADDITIONAL 1/2 TURN PASSED SNUG-TKRNT. DESIGN LOAD EIA/TIA-222-E O 8Q MPH +T/2' KZ ANDREW CORPORATION Dwto00 A�DI[EA Tekpl, Tz. U.S.A. 76225 ® �/ 2701 Maybid Road TAXI (8 7 (817) 566-2400 FAXj (817) 381-8188 A RELEASED I JD 1-.;v'ZL1•� ' Lmc rscNsaHs o . w1e —KEY ASSEMBLY FOR A 70_ FT. STEP TAPERED MONOPOLE S.T.V. 91EowuTTLE R"A-30 FP -96407