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ITEM NO. FEATURES UNIT WEIGHT <br /> ID READ WEIGHT(LBS) (LBS) <br /> 1 1 SECTION A VALMONT S-22 0.250" THK (A572 GR65) 4.112 4,112 <br /> 2 1 SECTION B VALMONT S-22 0.219" THK (A572 GR65) 2.779 2.779 <br /> 3 1 SECTION C VALMONT S-22 0.219" THK (A572 GR65) 3.614 3,614 <br /> 4 1 BOTTOM CAGE PLATE 98 98 <br /> 112'- 2.00" 5 10 1.75" ANCHOR BOLT, LENGTH=5.50' A615 GR75 64 634 <br /> 6 1 BASE PLATE VALMONT S-56 2.000" THK (A572 GR50) 852 852 <br /> 1 TOP CAGE PLATE (REMOVE BEFORE SETTING POLE) 127 127 <br /> 1 SAFETY CLIMBING CABLE (LENGTH = 102.17') 87 87 <br /> 3 GROUNDING LUG 2 6 <br /> GALVANIZING 325 325 <br /> 81 STEP AND CLIP (VALMONT STANDARD) 1 41 <br /> 7 2 HAND HOLE STD (9" x 24") 48 96 <br /> 8 3 HAND HOLE STD (6" x 18") 18 54 <br /> 9 3 HAND HOLE STD (6" x 18") 18 54 <br /> 102'- 0.00" n 10 2 HAND HOLE STD (9" x 24") 48 96 <br /> /�-� 1 POLE CAP 39 39 <br /> 0 <br /> HOLE COORDS <br /> (INCHES) 02.13" HOLE <br /> X-COORD Y-COORD Y (10 READ) <br /> 23.63 0.00 #111* <br /> 90'- 8.40" 0 19.11 13.89 <br /> 7.30 22.47© p i <br /> 9.10" X <br /> jTYP <br /> 53.23" <br /> TYP <br /> 11111,11111111" <br /> 030.56" CENTER HOLE <br /> NOTES: <br /> 1. BASE PLATE THICKNESS = 2.000" <br /> 2. BASE PLATE ALLOWABLE STRESS (KSI) = 50 <br /> 3. ANGLES ARE MEASURED CLOCKWISE FROM 0 DEGREES <br /> 4. MAXIMUM BOLT CIRCLE DIAMETER = 47.25" <br /> 5. MAXIMUM CAGE TEMPLATE DIAMETER = 53.25" <br /> BASE PLATE / ANCHORAGE CHARACTERISTICS <br /> NOTES: <br /> 1. FACTORED REACTIONS FOR FOUNDATION DESIGN. • <br /> MOMENT = 13,762 IN-KIPS <br /> SHEAR = 14,393 # <br /> VERTICAL = 17.819 # <br /> 2. GALVANIZED PER ASTM A-123. <br /> 3. DESIGN CRITERIA: ANSI/TIA 222-G ADDENDUM 2 <br /> 4. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING: <br /> DESIGN LAP SPLICE = 66.00" EXPOSURE CATEGORY = C <br /> STRUCTURE CLASSIFICATION = 2 <br /> TOPOGRAPHY CATEGORY = 1 <br /> EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS Ss = 1.43 <br /> EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT ONE SECOND S1 = 0.54 <br /> EARTHQUAKE SITE CLASS = 0 <br /> WIND LOAD CASES ARE BASED ON 3 SECOND GUST AND 50 YEAR WIND RETURN PERIOD <br /> A. CASE 1: WIND = 85 MPH WINO SPEED <br /> B. CASE 2: WIND = 40 MPH ICE ANO WIND SPEED <br /> DESIGN ICE THICKNESS = 0.25 INCH <br /> C. CASE 3: WIND = 60 MPH WIND SPEED <br /> D. EQUIPMENT <br /> MTG CENTROID WITHOUT ICE WITH ICE <br /> HT. HT. EPA WT EPA WT <br /> DESCRIPTION (FT) (FT) (FT**2) (LBS) (FT**2) (LBS) <br /> 3-SBJAH4-1D65B-OL 104.00 104.00 27.21 174 31.11 360 <br /> 6-OCT458KB0000G 92.70 92.70 73.98 420 85.02 900 <br /> 1-4FT LIGHTNING ROD 112.17 112.17 0.25 10 0.70 18 <br /> © 3-SBNHH-1D65B 104.00 104.00 22.47 219 24.39 423 <br /> 6-ANDREW E15Z01P19 104.00 104.00 3.36 66 3.96 102 <br /> 3-ANDREW E15509P78 104.00 104.00 1.62 51 1.92 72 <br /> 3-ALCATEL-LUCENT 825 RRH4X30- 104.00 104.00 5.16 153 5.67 213 <br /> 3-ALCATEL-LUCENT RRH2X40-07-L 104.00 104.00 5.01 180 5.52 237 <br /> 3-T-ARM SP1 18" 5/0 5' C/A 104.00 104.00 5.55 387 6.33 474 <br /> 12-RRUS12 (20.4" X 18.5" X 10. 92.70 92.70 32.76 1020 36.24 1416 <br /> 3-RAYCAP RCMOC-3315-PF-48 92.70 92.70 8.19. 111 9.06 207 <br /> 3-T-ARM SP1 18" S/O 5' C/A 92.70 92.70 5.55 387 6.30 474 <br /> 5 FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT (UNLESS NOTED OTHERWISE) . <br /> 6. TOTAL POLE HEIGHT IS 113 FT 2 IN AGL. <br /> 7. ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE (APPROX. 1 FT AGL) . <br /> 8. POLE DESIGN MEETS 110 MPH ULTIMATE WIND SPEED. <br /> 9. ULTIMATE WIND SPEED CONVERTS TO 85 MPH NOMINAL WIND SPEED. <br /> 10. ULTIMATE TO NOMINAL WIND SPEED CONVERSION PER 2012 IBC 1609.3.1. <br /> DESIGN LAP SPLICE = 70.00" <br /> © 11/18/16 <br /> LINO <br /> �f <br /> 4 •so Oo WASyi Cl'key.. <br /> • "All •;df i <br /> \ 1 41t 5140.�V\ �t41Q <br /> 7'- 0.00" it ALti ♦` <br /> s%NAL°. <br /> 0 <br /> U1316-141-161 <br /> 4'- 0.00" WA FIRM LICENSE#:COA 2202 <br /> 0,- 0.00" E r1 O 1 n E E R S ' <br /> (TOP OF BASE PLATE) <br /> 9138 S. STATE STREET, SUITE 701 (8011 990-1775 ' ' <br /> ,I13) <br /> 0 SANDY, UTAH 84070 (807) 990-1 776 FAX <br /> A 11/11/16 JDN REDESIGNED POLE TO ACCOMMODATE COAX. <br /> SECTION INFORMATION -REV V E <br /> ITEM ID LENGTH BASE OD TOP OD THK MAIL ID DATE py DESCRIPTION <br /> ORDER PROJECT FILE ID SCALE DATE ENGR <br /> 1 40'- 0.00" 40.75" 35.89" 0.250" A572 65 KSI 339275 339275RA NONE 09/13/16 JDN4 va'mont <br /> 2 33'-10.00" 37.04" 32.93" 0.219" A572 65 KSI DESCRIPTION <br /> 3 49'- 8.00" 34.03" 28.00" 0.219" A572 65 KSI GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD <br />