5828 GLENWOOD AVE CINGULAR WIRELESS ANTENNA 2020-12-29

ITEM NO. FEATURES UNIT WEIGHT ID READ WEIGHT(LBS) (LBS) 1 1 SECTION A VALMONT S-22 0,250" THK (A572 GR65) 4,112 4,112 2 1 SECTION B VALMONT 5-22 0.219" THK (A572 GR65) 2.779 2,779 3 1 SECTION C VALMONT S-22 0.219" THK (A572 GR65) 3,614 3,614 4 1 BOTTOM CAGE PLATE 98 98 112'- 2.00" 5 10 1.75" ANCHOR BOLT, LENGTH=5.50' A615 GR75 64 634 6 1 BASE PLATE VALMONT S-56 2.000" THK (A572 GR50) 852 852 1 TOP CAGE PLATE (REMOVE BEFORE SETTING POLE) 127 127 1 SAFETY CLIMBING CABLE (LENGTH = 102.17') 87 87 3 GROUNDING LUG 2 6 GALVANIZING 325 325 81 STEP AND CLIP (VALMONT STANDARD) 1 41 7 2 HAND HOLE STD (9" x 24") 48 96 8 3 HAND HOLE STD (6" x 18") 18 54 9 3 HAND HOLE STD (6" x 18") 18 54 102'- 0.00" I- V- 10 2 HAND HOLE STD (9" x 24") 48 96 •N 1 POLE CAP 39 39 0 HOLE COORDS (INCHES) 02.13" HOLE X-COORD Y-COORD Y (10 READ) 23.63 0.00 90'- 8.40" 19.11 13.89 7.30 22.47 9.10" 41116. = X `TYP 53.23" I TYP 1111111 1111111r 030.56" CENTER HOLE NOTES: 1. BASE PLATE THICKNESS = 2.000" 2. BASE PLATE ALLOWABLE STRESS (KSI) = 50 3. ANGLES ARE MEASURED CLOCKWISE FROM 0 DEGREES 4. MAXIMUM BOLT CIRCLE DIAMETER = 47.25" 5. MAXIMUM CAGE TEMPLATE DIAMETER = 53.25" BASE PLATE / ANCHORAGE CHARACTERISTICS NOTES: 1. FACTORED REACTIONS FOR FOUNDATION DESIGN. MOMENT = 13,762 IN-KIPS SHEAR = 14,393 # VERTICAL = 17.819 # 2. GALVANIZED PER ASTM A-123. 3. DESIGN CRITERIA: ANSI/TIA 222-G ADDENDUM 2 4. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING: DESIGN LAP SPLICE = 66.00" EXPOSURE CATEGORY = C STRUCTURE CLASSIFICATION = 2 TOPOGRAPHY CATEGORY = 1 EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS Ss = 1.43 EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT ONE SECOND S1 = 0.54 EARTHQUAKE SITE CLASS = D WIND LOAD CASES ARE BASED ON 3 SECOND GUST AND 50 YEAR WIND RETURN PERIOD A. CASE 1: WIND = 85 MPH WIND SPEED B. CASE 2: WINO = 40 MPH ICE AND WIND SPEED DESIGN ICE THICKNESS = 0.25 INCH C. CASE 3: WIND = 60 MPH WINO SPEED D. EQUIPMENT MTG CENTROID WITHOUT ICE WITH ICE HT. HT. EPA WT EPA WT DESCRIPTION (FT) (FT) (FT**2) (LBS) (FT**2) (LBS) 3-SBJAH4-10658-DL 104.00 104.00 27.21 174 31.11 360 6-OCT458KBU0006 92.70 92.70 73.98 420 85.02 900 1-4FT LIGHTNING ROD 112.17 112.17 0.25 10 0.70 18 © 3-SBNHH-10658 104.00 104.00 22.47 219 24.39 423 6-ANDREW E15Z01P19 104.00 104.00 3.36 66 3.96 102 3-ANDREW E15S09P78 104.00 104.00 1.62 51 1.92 72 3-ALCATEL-LUCENT 825 RRH4X30- 104.00 104.00 5.16 153 5.67 213 3-ALCATEL-LUCENT RRH2X40-07-L 104.00 104.00 5.01 180 5.52 237 3-T-ARM SPI 18" S/0 5' C/A 104.00 104.00 5.55 387 6.33 474 12-RRUS12 (20.4" X 18.5" X 10. 92.70 92.70 32.76 1020 36.24 1416 3-RAYCAP RCMDC-3315-PF-48 92.70 92.70 8.19. 111 9.06 207 3-T-ARM SP1 18" S/0 5' C/A 92.70 92.70 5.55 387 6.30 474 5 FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT (UNLESS NOTED OTHERWISE) . 6. TOTAL POLE HEIGHT IS 113 FT 2 IN AGL. 7. ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE (APPROX. 1 FT AGL) . 8. POLE DESIGN MEETS 110 MPH ULTIMATE WIND SPEED. 9. ULTIMATE WIND SPEED CONVERTS TO 85 MPH NOMINAL WIND SPEED. 10. ULTIMATE TO NOMINAL WIND SPEED CONVERSION PER 2012 IBC 1609.3.1. DESIGN LAP SPLICE = 70.00" © 11/18/16 ytig LIND y0l WASfjt�46:. 0A :rc 9%. `y,+ 51006 7'- 0.00" `, akA ONALti G` 0 4'- 0.00" 01316141161 WA FIRM LICENSE#:COA 2202 ECTOR 0'- 0.00" q " ` E n s i n E E R s (TOP OF BASE PLATE) 0 9138 S. STATE STREET, SUITE 101 (8011 990-1775 SANDY, UTAH 84070 (8011 990-1 776 Fax 0 A 11/11/16 JON REDESIGNED POLE TO ACCOMMODATE COAX. SECTION INFORMATION ITEM ID LENGTH BASE OD TOP OD THK MATL IDV DATE HEV DESCRIPTION 40'- 0.00" 40.75" 35.89" 0.250" A572 65 KSI ORDER PROJECT FILE ID SCALE DATE ENGR 339275 339275RA NONE 09/13/16 JDN4 Vi�1110t1t 2 33'-10.00" 37.04" 32.93" 0.219" A572 65 KSI DESCRIPTION 3 49'- 8.00" 34.03" 28.00" 0.219" A572 65 KSI GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD