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Home My WebLink AboutPLANS - 08-00578 - T-Mobile Cell Tower - Replacement:Mils 31.75' — 27' — rem Pole Section Data Tower Reactions No Ice Shear: 18.3 kips Moment: 1028.6 ft -kips Weight: 14.1 kips With Ice Shear: 13.9 kips Moment: 753.0 ft -kips Weight: 22.8 kips 032 1/2 in [32.50 in] FLANGE OC 022 3/4 in [22.75 In] FLANGE I.D. 3116" [1.19 in] HOLES In DIAMETER BOLT CIRCLE TOP FLANGE DETAIL 54.50 in FLANGE OD (6)00'-2 5/8" [2.63 in] HOLES 54 1/2 in I 1 ON A 48.5 in DIAMETER BOLT CIRCLE o --2.25" thick FLANGE 038 in [38.00 in] FLANGE Overlap Top Jacking Nut Distance to Top Jacking Nut (See Table for Minimum and Maximum Values) Ajacking nut is placed near the top of each section which will have another section placed on top. The distance from this nut to the bottom of the next section must not exceed the value given in the column labeled "Maximum Distance to Top Jacking Nut" Pole Splice Detail I REV I BY I DATE I DESCRIPTION I Mello Inc. It is not to be copied or traced In wtK without our written BASE FLANGE DETAIL TITLE: T -Mobile NTP 41" X 80' ORIG. DATE: 9/27/2010 DWG No: 133760I Rexburg Cfty/SLO1403 Madison Co., ID DWG. FROG: v2.05 SHEET: 1 OF 4 Jtr z S MID 0_ J.. C L L- O :C)AWCIPATIU&Y 211 W. Washinglon St., Sufte 2000 ouch Bend, IN 46601-1705 Bus: (574)286-3632 Fall: (574)288-5860 Design Maximum Minimum Bottom Top Number Wall Design Minimum Maximum Distance Distance Distance Section Height Height Length of Bottom Top OD Thickness Material Approximate Overlap Overlap Overlap to Top to Top to Tap (ft) (ft) (ft) Sides OD (in) (in) (in) Weight (Ib) (in) (in) (in) Jacking Jacking Jacking Nut (in) Nut (in) Nut (in) 1 27 80 53 18 36.5417 25.9500 0.1875 A572-65 3650 57 4811116 6211/16 15 23 5116 95/16 2 0 31.75 31.75 18 41.3750 35.0300 0.2500 A572-65 5150 Tower Reactions No Ice Shear: 18.3 kips Moment: 1028.6 ft -kips Weight: 14.1 kips With Ice Shear: 13.9 kips Moment: 753.0 ft -kips Weight: 22.8 kips 032 1/2 in [32.50 in] FLANGE OC 022 3/4 in [22.75 In] FLANGE I.D. 3116" [1.19 in] HOLES In DIAMETER BOLT CIRCLE TOP FLANGE DETAIL 54.50 in FLANGE OD (6)00'-2 5/8" [2.63 in] HOLES 54 1/2 in I 1 ON A 48.5 in DIAMETER BOLT CIRCLE o --2.25" thick FLANGE 038 in [38.00 in] FLANGE Overlap Top Jacking Nut Distance to Top Jacking Nut (See Table for Minimum and Maximum Values) Ajacking nut is placed near the top of each section which will have another section placed on top. The distance from this nut to the bottom of the next section must not exceed the value given in the column labeled "Maximum Distance to Top Jacking Nut" Pole Splice Detail I REV I BY I DATE I DESCRIPTION I Mello Inc. It is not to be copied or traced In wtK without our written BASE FLANGE DETAIL TITLE: T -Mobile NTP 41" X 80' ORIG. DATE: 9/27/2010 DWG No: 133760I Rexburg Cfty/SLO1403 Madison Co., ID DWG. FROG: v2.05 SHEET: 1 OF 4 Jtr z S MID 0_ J.. C L L- O :C)AWCIPATIU&Y 211 W. Washinglon St., Sufte 2000 ouch Bend, IN 46601-1705 Bus: (574)286-3632 Fall: (574)288-5860 Portholes Elevation`(ft) Qty Size (in) Azimuth (deg) 76 3 8 x 12 30, 165, 285 60 3 8 x 12 30, 165, 285 48 3 8x 12 30,165, 285 44 2 6 x 6 90,270 7 1 18 x 30 90 7 1 18 x 30 270 3 1 18 x 30 0 3 1 18x30 160 Antenna Loading Height Qty. Description 100' 1 6' Lightning Rod 77' 12 TMBXX-6517-R2M 77' 3 T -Arms - 5' Standoff x 12' Face Width 64' 12 TMBXX-6517-R2M 64' 3 T -Arms - 5' Standoff x 12' Face Width 52' 12 TMBXX-6517-R2M r7752' 3 T -Arms - 5' Standoff 12' Face Width Dish Loading HeightQty. Qty. Description 45' 1 4' Dish with Radome REV I BY I DATE Feedline Loading Height Qty. Description 0'- 77' 24 LDF5-50A (7/8 FOAM) 0'- 64' 12 LDF5-50A (7/8 FOAM) 0' - 52' 12LDF5-50A (7/8 FOAM) 0' - 45' 1 LDF5-50A (7/8 FOAM) 180' t Step Bolts on This Side of Pole Note: The azimuths referenced here are only to illustrate where the pole features are in relation to each other. The azimuths are not to indicate which cardinal direction the anchor bolts or the pole should be positioned. Pole Reference Azimuths Pole Base Flange 0' Anchor Bolt Holes Are on Either Side of the 0 Degree Azimuth Anchor Bolt Azimuth TITLE: T -Mobile NTP 41" X 80' COPYRIGHT NOTICE: ORIG. DATE: 9/27/2010 DWG NO: 133760 Rexburg CRY/SL01403 This drawing is the property of DESCRIPTION Nello Inc. It is not to be reproduced ,Madison Co., ID copied or traced in whole or In part DWG. FROG: v2.05 SHEET: 2 OF 4 without our written consent. SEP 2 8 20108 2010 V 211 W. Washington st; Suite 2000 x4h Bend, IN 46601-1705 Bus:(574)268.3632 Fax: (574) 2885860 REV B� PLAN VIEW r2.25" dia. x 72" ASTM A615 grade 75 anchor bolts ( on a 48.50" bolt circle P/N 108742. 6 total. 3 3/8" Max. i �— Top of concrete Embedment plate P/N 133763. Remove top plate before erecting pole. ANCHOR BOLT DETAIL SEP 28 2010 TITLE:bl T -Mobile NTP 41" X 80' N e L L o c: Fti cz a er cx ra•rr rave 211 W. Washington SI., COPYRIGHT NOTICE: ORIG. DATE: 9/27/2010 DWG NO: 133760 Rexburg City/81-01403 This drawing is the property of Suite DESCRIPTION Nello Inc. It is not to be reproduced, Madison Co., ID South South Bend, IN 46601-1705 B: nd, IN 46601-1 copied or traced In whole or In part DWG. FROG: V2.05 SHEET: 3 OF q -3632 Without our Wfiden congenA Fax (57 412 8 6-5 660 Tower Notes: 1. Tower is designed per TIA-222-G, "Structural Standard for Antenna Supporting Structures and Antennas," for the following loading conditions: 100 mph 3 -second gust basic Wind speed with no ice 90 mph 3 -second gust basic wind speed with 112 inch basic ice thickness Structure Class: II Exposure Category: C Topographic Category: 1 2. Tower design loading is assumed to be based on site-specific data and must be verified by others prior to installation. 3. Tower design includes the antennas, dishes, and/or lines listed in the appurtenance loading tables on sheet 2. 4. Antenna mounting pipes may need to be field cut to match the lengths listed in the appurtenance loading tables on sheet 2. 5. Tower member design does not include stresses due to erection since erection equipment and procedures are unknown. Tower installation shall be performed by competent and qualified erectors in accordance with TIA-222-G and OSHA standards and all applicable building codes. 6. Field connections shall be bolted. No field welds shall be allowed unless otherwise noted. 7. Structural bolts shall conform to ASTM A325, except for 1/2 inch diameter and smaller bolts, which shall conform to ASTM A449 or SAE J429 Grade 5. 8. Structural steel and connection bolts shall be galvanized after fabrication in accordance with TIA-222-G. 9. All high strength bolts shall be tightened to a "snug tight" condition as defined in the November 13, 1985, AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts." 10. Tower shall be marked and lighted in conformance with local building codes, FAA regulations, and TIA-222-G. 11. Tower shall be grounded in conformance with local building codes and TIA-222-G. 12. Allowable tolerance on as -built tower steel height is plus 1% or minus 1l2%. 13. Maintenance and inspection shall be performed over the life of the structure in accordance with TIA-222-G. 14. Material specifications: NTP 18 -Sided Pole - ASTM A572 Grade 65 Pole Flange - ASTM A572 Grade 50 Pole Porthole Rim - ASTM A572 Grade 65 15. Ajacking nut Is placed near the top of each section which will have another section placed on top. The distance from this top jacking nut to the bottom of the next section must not exceed the value given in the column labeled "Maximum Distance to Top Jacking Nut" Jacking may be required to achieve the proper overlap. 16. The horizontal distance between the vertical centerlines at any two elevations shall not exceed 0.25 percent of the vertical distance between the two elevations. Measure early In the morning before the sunward side of the pole expands. 17. Sections must be erected with the 0 degree azimuth lined up to ensure proper fit. 18. Remove anchor bolt template before erecting pole. Non -shrink grout maybe placed under base flange after leveling pole. Drain holes must be provided if grouting. 19. Concrete contractor shall be responsible for properly aligning anchor bolts and materials before and after placing concrete, regardless of whether an anchor bolt template is provided. I REV I BY I DATE I DESCRIPTION I This drawing Is the property of Nato Inc. It is not to be reproduced, copied or traced In whole or in part without our written consent. ORIG. DATE: 9/27/2010 DWG. FROG: v2.05 NO: 133760 SHEET: 4 OF 4 T -Mobile NTP 41" X 80' Rexburg City/SL01403 Madison Co., ID SEP 2 8 2010 211 W. Washington St., Fax: