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ITEM ND. FEATURES UNIT WEIGHT <br /> 'IS'RE00 WEIGHT ILBS) (IBS) <br /> -- - 1 SECTION A VALMONT 5-22 0.250"THK 1A572 GR65) 4,112 4.112 - - -- -- --- <br /> 2 SECTION 8 VALMONT S-22 0.219"THK (4572 GR65) 2.779 2.779 <br /> 3 SECTION C VALNONT 5-22 0.219"THE IA572 GR651 3.614 3.614 <br /> 4 BOTTOM CAGE PLATE 98 98 <br /> 2 i2'-2.00' 5 1 1.75"ANCHOR BOLT.LENGTH=5.50' 4615 G1175 64 634 <br /> 5 RASE PLATE VALMONT 535 2.009"THE (A5]2 Gi50) 852 852 <br /> TOP CAGE PLATE (REMOVE BEFORE SETTING POLE) 127 127 <br /> SAFETY CLIMBING CABLE (LENGTH-102.17'1 87 87 <br /> GRIDNObD-LUG 2 6 <br /> GALVANIZING 325 325 <br /> 8 STANEP ABS CLIP(VALMONT STANDARD( t 4t_ <br /> 7 HD HOLE STD 19'X 24'1 48 96 <br /> 8 HA1D HOLE STD F9'x 241 48 96 <br /> 9 HAND HOLE STD(6'x 18'1 18 54 <br /> 18 54 <br /> 102'-0.D0' 10 HAID HOLE STD (S"118') <br /> POLE CAP 39 39 <br /> 10 <br /> HOLE COMM <br /> (INCHES) 02.13"HOLE <br /> X-COORD Y-COORR Y (10 REGO) <br /> 19.11 13.89 <br /> 9 ].30 22.4] <br /> 53.23" <br /> TYP ‘11!s <br /> NOTES: 210.50 <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. CAFE TEMPLATE DIAMETER=50.75' <br /> BASF PLATE / ANCHORAGE CHARACTERISTICS <br /> NOTES: <br /> 1. FACTORED REACTIONS FOR FOUNDATION DESIGN <br /> ' ' MOMENT = 12.578 IN-KIPS <br /> SHEAR = 13.426 3 <br /> VERTICAL= 1.6.316 3 <br /> 2. GALVANIZED PEP ASTM A-t23. <br /> 3. DESIGN CRITERIA: ANSI/TIA 222-G ADDENDUM 2 <br /> -DESIGN LAP SPLICE=66.00" 4. THIS STRUCTURE HAS BEEN DESIGNED FOP THE FOLLOWING LOADING: <br /> {f EXPOSURE CATEGORY-C <br /> STRUCTURE CLASSIFICATION=2 <br /> TOPOGRAPHY CATEGORY=1 <br /> EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS SE =1.43 <br /> EARTHQUAKE SPECTRAL RESPONSE ACCELERATION AT ONE SECOND SI -0.54 <br /> EARTHQUAKE SITE CLASS=0 <br /> MIND LOAD CASES ARE BASES ON 3 SECOND OUST AND SO YEAR WIND RETURN PERIOD <br /> A.CASE 1: WIND= AS WA WINO SPEED <br /> 8.CASE 2: WIND= 4D MPH ICE AND WIND SPEED <br /> DESIGN ICE THICKNESS=0.25 INCH <br /> C.CASE 3: WINO= 6O MPH WINO SPEED <br /> O.CASE 4: SEISMIC <br /> I - E.EGUIPNENT ASP ASP <br /> 1 WIG CENTHDID WITHOUT ICE WITH ICE <br /> HT. HT. EPA WI EPA WI <br /> DESCRIPTION (FT) IFT) IFT..2) (LEIS) (FT442) (LEIS) <br /> 3-SAJAH4-10658-OL 104.00 164.00 27.2t 174 31.11 360 <br /> 1-ATET SITE POSE 12156-NP 104.00 104.00 3.09 287 4.25 330 <br /> 7Z2 6{14800P33 TMA 104.00 104.00 7.20 126 14.40 252 <br /> t-VZW SITE FRB I LWRM!CUNT 92.50 92.50 5.00 200 10.00 400 <br /> 1-4FT LIGHTNING ROD 112.17 112.17 0.25 IX 0.70 18 <br /> 3-J1044-558-R6 104.00 104.00 30.39 333 33.21 624 <br /> 6-SBNHH-1065C 92.50 92.50 68.82 474 72.00 1008 <br /> 3-ALCATEL-LUCENT EMU 4449 813 92.50 92.50 5.94 210 6.45 270 <br /> 3-ALCATEL-LUCENT MU 8843 82 92.50 92.50 5.94 210 6.45 270 <br /> 3-RAYCAP RC112£-6527-VF-48 92.50 92.50 12.18 96 12.93 216 <br /> I5. FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT (UNLESS NOTED OTHERWISE). <br /> 6. TOTAL POLE HEIGHT IS 113 FT AGL_ <br /> 7. ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE (APPROX. 1 F7 A6L(. <br /> 8. 18 SIDED SHAFT <br /> 9. TOTAL POLE HEIGHT IS 113 FT 2 IN AGL. <br /> DESIGN LAP SPLICE=70.00" 10. ELEVATIONS ARE MEASURED FRUW TDP OP BASE PUTS (APPROX. 1 FT AGL). <br /> ID.POLE DESIGN MEETS S10 D F ULTIMATE MIND SPEED. <br /> LOW 4. <br /> L <br /> l2 ULTIMATE WIND SPEED CONVERTS TO 85 MPH NOMINAL MIND SPEED. <br /> 13.ULTIMATE TO NOMINAL WIND SPEED CONVERSICPI PER 2012 WC 1609.3.1. <br /> no <br /> !sU <br /> O1 <br /> fr O a� <br /> o� m1 <br /> , # :i. i , • 4 <br /> i . ,., <br /> l; <br /> cl <br /> 7'-0.00" I" e o '-al' <br /> - <br /> :--',1 > am <br /> 4 0.00 <br /> I a /� W g 05/30/2019 <br /> ITDR:DF .. 7. Irl Q Firm License Number:2202 <br /> . "° VSE Project Number:U1316-141-193 <br /> 8 4/4/19 so new loading for AT&T.YZ <br /> ---- --�-------"---- 11/11/16 JaiREDESIGNED POLE TO ACCOMMODATE COAX. <br /> SECTIDN_INFD'HMATION DATE H DESCRIPTION <br /> ITEM ID ENG*+A--BPPE-ol',UPD T.. MAIL-- pUE1y <br /> 1EREJIL <br /> .-. `-'A57255'KSI _._. 33 I < 4 I 339275R4 INONE 104/04/191 SAO I • "Ui <br /> 2--33-N -rOR"-37 IIA°:::28.81 8.219"_1A572.65.5 .KSi. OESrnTPTIM I._.w'. <br /> 3 49 8.00-34.03'"'213.00 -0.219" A572 65 KSI GENERAL DYNAMICS 113.t657' POLE,SITE: WA6348-GLENWOOD.WA re-analysis <br />