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0 • <br /> ITEM NO. - FEATURES UNIT HEIGHT <br /> ID PE00 WEIGHT ILBS) ILBS) <br /> 1 1 SECTION A VALMONT 5-22 0.250"THK (A572 GR65) 4.112 4.112 <br /> 2 1 SECTION 8 VALMONT 5-22 0.219"THK (A572 GR65) 2.779 2.779 <br /> 3 1 SECTION C VALMONT 5-22 0.219°THK 14572 GR65) 3.614 3.614 <br /> 4 1 BOTTOM CAGE PLATE 98 98 <br /> 112'-2.00" 5 I0 1.75"ANCHOR BOLT.LENGTH=5.50' A615 GR75 64 634 <br /> 6 1 BASE PLATE VALMONT S-56 2.000"TKK (A572 GR50) 852 852 <br /> 1 TOP CAGE PLATE (REPOSE BEFORE SETTING POLE) 127 127 <br /> 1 SAFETY CLIMBING CABLE (LENGTH-102.17'1 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 /> 6 2 HAND HOLE STD (9"x 24") 48 96 <br /> 9 3 HAND HOLE STD(6"x 18") 18 54 <br /> l02'-0.00" 10 3 HANG HOLE STD (6" X 18") 18 54 <br /> 1 POLE CAP 39 39, <br /> 10 <br /> HOLE COOROS <br /> (INCHES) 82.13"HOLE <br /> X-COORO Y-CODRD Y (10 RE00) <br /> 2300 <br /> - 19.11 30.8. 1 .9 <br /> 9 7.30 22.97 1111% <br /> 3 <br /> Noi 40 X <br /> 53.23" <br /> TYP <br /> NOTES: 030.56° <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. BOLT CIRCLE DIAMETER.47.25" <br /> 5. CAGE TEMPLATE DIAMETER=50.75" <br /> BASE PLATE / ANCHORAGE CHARACTERTSTLCS <br /> NOTES: <br /> I. FACTORED REACTIONS FOR FOUNDATION DESIGN <br /> MOMENT = 12.578 IN-KIPS <br /> SHEAR = 13.426 4 <br /> VERTICAL= 16.316 A <br /> 2. GALVANIZED PER ASTM A-123. <br /> 3. (DESIGN CRITERIA: ANSI/TIA 222-5 ADDENDUM 2 <br /> DESIGN LAP SPLICE=66.00" 4. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING: <br /> 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 SI -0.54 <br /> EARTHQUAKE SITE CLASS=0 <br /> WIND LOAD CASES ARE BASED ON 3 SECOND GUST AND SO YEAR MIND RETURN PERIOD <br /> A.CASE 1: WIND= 85 MPH WIND SPEED <br /> B. CASE 2: WIND= 40 MPH ICE AND WIND SPEED <br /> DESIGN ICE THICKNESS=0.25 INCH <br /> C.CASE 3: WIND= 60 MPH WINO SPEED <br /> O. CASE 4: SEISMIC <br /> E. EGUIPMENT ABP ABP <br /> MTG CENTR0I0 WITHOUT ICE WITH ICE <br /> HT. HT. EPA NT EPA WT <br /> DESCRIPTION (FTI (FT) (FT=42) (LEIS) (FT*=2) (LBS) <br /> 3-SBJAH4-1065B-OL 104.00 104.00 27.21 174 31.11 360 <br /> 1-AT&T SITE PR01 UMS6-NP 104.00 104.00 3.09 287 4.25 330 <br /> r/-J 6-E14R00P33 TMA 104-00 104.00 7.20 126 14.40 252 <br /> 1-V2W SITE PRO 1 LWRM MOUNT 92.50 92.50 5.00 200 10.00 400 <br /> 1-4FT LIGHTNING R00 1)2.17 112.17 0.25 10 0.70 18 <br /> 3-NNH4-658-R6 104.00 104.00 30.39 333 33.21 624 <br /> 6-56050-1065C 92.50 92.50 68.82 474 72.00 1008 <br /> 3-ALCATEL-LUCENT RRU 4449 813 92.50 92.50 5.94 210 6.45 270 <br /> 3-ALCATEL-LUCENT RAU 8843 82 92.50 92.50 5.94 210 6.45 270 <br /> 3-RAYCAP fCICC-6627-PF-48 92.50 92.50 12.18 96 12.93 216 <br /> 5. FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT (UNLESS NOTED DTHERMISE). <br /> 6. TOTAL POLE HEIGHT IS 113 FT AGL. <br /> 7. ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE (APPROX. 1 FT AGL). <br /> 8. 18 SIDED SHAFT <br /> 9. TOTAL POLE HEIGHT IS 113 FT 2 IN AGL. <br /> DESIGN LAP SPLICE=70.00" 10. ELEVATIMS ARE MEASURED FROM TOP OF BASE PLATE (APPROX. 1 FT GAL). <br /> 11.POLE DESIGN MEETS 110 MPH ULTIMATE WIND SPEED. <br /> 12(ULTIMATE MIND SPEED CONVERTS TO 85 MPH NOMINAL MILD SPEED. <br /> 13.ULTIMATE TO NOMINAL WIND SPEED CONVERSION PER 2012 IBC 1609.3.1. <br /> I 19 13 <br /> 19 13 <br /> N R <br /> ftu ' 1,iNtD 110O <br /> o <br /> it m 3 <br /> oc WAS <br /> tl S 3 *8 4.O i.. . <br /> al i <br /> 44. <br /> 011._i i hid <br /> O <br /> CL <br /> al01 ro r ��%V NAL Et v` ' <br /> 7'-0.00" V C O G <br /> q 18 <br /> 0 > <br /> p 05/30/2019 <br /> (TOP OF BASE PLATE) //--") N il <br /> "° Firm License Number:2202 <br /> p VSE Project Number:U1316-141-193 <br /> 4/4/19 so new 1oa01ng for AT&T, VZ <br /> 11/11/16 JON REDESIGNED POLE TO ACCOMMODATE COAX. <br /> SECTION INFORMATION TV DATE H B5V DESCRIPTION <br /> ITEM ID LENGTH BASE DO TOP OD THE MATL OMB PROJECT FILE[0 creic OAIE ENfL M <br /> 1 40'-0.00" 40.75" 35.89" 0.250" 6572 65 KSI 339275 438819 I 339275R4 I NONE104/04/191 GAD 1♦2 33'-10.00" 37.04" 32.93" 0.219" A572 65 KSI 1ESLAIPTIRI <br /> 3 49'-8.00" 34.03" 28.00"'0.219" A572 65 KSI GENERAL DYNAMICS 113.1657' POLE.SITE: MA6348-GLENMODD.WA re-analysis <br />