I Approval Designator

Transcription

1 2. To: (Receiving Organization) Structural Engineering 5. Proj.Prog.lDept./Div.: L HSEAS 3. From: (Originating Organization) Electrical Engineering 6. Design Authority1 Design AgentlCog. Engr.: Jeff Whattam This transmittal transmits for approval the calculations and drawing for a monopole for the siren system. The calculations and drawing are vendor supplied and need reviewing and acceptance by structural engineering. 11. Receiver Remarks: 11A. Design Baseline Docunent? [] Yes 15. DATA TRANSMTTED v 4. Related EDT No.: 7. Purchase Order No.: MV5-SPD Equip.lComponent No.: N/A 10. SystemlBldg./Facility: Sitewide system 12. Major Assm. Dug. NO.: N/A 13. PermitlPermit Application No.: N/A 14. Required Response Date: Nov Dispo si tio Disposition Approval Designator Reason for Transmittal (G) (F) E. s, 0. D or NA 1. Approval 4. Review (see UHC-CM Release 5. Post-Review Sec.12.7) 3. nformation6. Dist. (Receipt Acknow. Required) 17. SGNATUR (See Awroval Designator Disposition (H) 8 (1) 1. Approved 4. Reviewed nalcomnent 2. Approved ulcomnent 5. Reviewed vlcomnent 3. Disapproved ulcomnentb. Receipt acknowledged lstrlbutldn ir required signatures) (G) (H) (J) Name (K) signature (L) Date Rea- D,s son p. (M) MSlN -21. DOE APPROVAL (if required) Ctrl. No. NA [ Approved [ Approved wlcments [ Disapproved wlcomnents Originator Date far Receiving Organization

2 HNF-SD-L274-CN-001, Rev. 0 Calculations for the 40' Monopole for the Hanford Site Emergency Alerting System JW Whattam FDNW, Richland, WA U.S. Department of Energy Contract DE-AC06-96RL13200 EDT/ECN: UC: 600 Org Code: Charge Code: FEZ74 B&R Code: EW Total Pages: %- *0d,% Key Words: Calculations, monopole, HSEAS, Hanford site emergency alerting system Abstract: This document provides calculations for the 40' monopole used for the Hanford site emergency alerting system. TRADEMARK DSCLAMER. Reference herein to any specific comercial product. process, or service by trade name, trademark. manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof or its contractors or subcontractors. Printed in the United States of America. To obtain copies of this docunent. contact: Docunent Control Services, P.O. Box 950, Hailstop H6-08, Richlard WA 99352, Phone (509) ; Fax (509) (01197) GEF32l Approved for Public Release

3 Prepared For SES USA 1600 Kentucky St A3 Bellingham, WA CALCULATONS for the 40' Monopole Hanford, Washington October 17, 1996 Proiect No Prepared By LA HATT ENGNEERNG CORPORATON P 0. BOX 5192 BELLNGHAM, WA (360)

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6 CLENT 5 G-5 usv4 LA HAll ENGNEERNG CORPORATON PROJECT 40' W \ UCU,lL--.'LL-: No'qGQtY PO BOX5192 BY &L CK DATE SHT X O F c~\-\pu re12 bualyza\s Betlingham. WA ! t t

7 CLENT u- LA HATT ENGNEERNG PROJECT 40 CORPORATON -& ouu PULE PO.Box5192 BY J& CK DATE SHT. &OF Bellingharn, WA C-+- >UTG= A ~ A L ~ s ~ s CowrbwVED

8 CLENT SEA> US/& PROJECT 40 l#u b-u L6 NO ~ LA HATT ENGNEERNG CORPORATON P.O. Box 5192

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10 :LENT 3- - f A s A LA HAlT ENGNEERNG NO 9637-e CORPORATON 'ROJECT 40 ' U c Z o ~ O ~ P.0 Box5192 3'fJk-L CK DATE SHT. OF Bellingham. WA

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15 CLENT SES us PROJECT 40 F-4 ULC) k- LA HATT ENGNEERNG NO. 9~379, CORPORATON P.O. Box BY -kl CK DATE SHT. \ 20Fp Bellingham, WA

16 ~ -BOTTOM., L- 40'-0" LEVEL LWHELEN WPS 2800 SERES SREN (SUPPLED BY OTHERS) \ ; 2 3/4' HOLE FOR 1-1/2".P.S. FOR SPEAKER CABLE (BY OTHERS, FELD LOCATED) 1 '/s" 0 -,$.1-11!.GENERAL NOTES: DESGN LOADS WND: 90 M.P H EXP. C. 1=1.15 SESMC: ZONE 2, l=1 15 ALLOWABLE SOL BEARNG: 1,500 PSF i VERFY UNOERGSOUND FACLTES LOCATONS PROR TO EXCAVATON. ALL RENFORCNG SHALL BE NTERMEDATE GRADE DEFORMED BARS CONFORMNG TO ASTM A615 GRADE 60 (60,000 PS MN. YELD) AND SHALL BE PROVDED BY THE FOUNDATON CONTRACTOR. 4 ALL CONCRETE SHALL HAVE A MNMUM ULTMATE COMPRESSVE STRENGTH OF 3,000 PS o ze DAYS THE REOUREMENTS FOR THE CONCRETE SHALL BE AS GVEN N THE AC "BULDNG CODE REQUREMENTS FQR RENFORCED CONCRETE", AC 318. THE LATEST EDTON. r SOLAR PANEL 1 j /-lo" SCHED. 40 PPE,/e 2" x 19"o // 3" COLLAR & 1H" BRACKET FOR [f ANTENNA MOUNT p -'-L-!-l-!. 1 - LJ 3 20'-0" LEVEL r i r SOLAR PANEL 1 \ ;?.\ 'L p c /-40 12" PPE SCH. v ( l 2 ) 1"o HOLES ON 17-0 BOLT CRCLE ENTER FLANGE PLATE 2 REQ'D. i t-- G \ (8)l 1/2"0 HOLES TAPPED & CHASED- ON 18'0 BOLT CRCLE "a" 2v x ' 1/2' ' PLATE 4 REO'D. 11fy0-1 1/4' R -+ c- 2' 31-0-' HNGE PLATE 2 REO'D. vi N.T.S.,x %L HNGE C "d" HNGE PLATE "d" 'TYP. (4 REO'O.) \ SEE DETAL 5 FOR CONDUT,-(8)1%"0 HOLES ON 26'60 BOLT CRCLE -7 -L-c i -.,- H$'t WNCH - COVER 'J LARGE GUSSET 6 REO'D. y PAN VEW GUSSET PLATE "f",$ TLT BASE PLATE 1 REQ'D. m- 1 /2" WP. (6 REO'O) 7 l/z-jg ;, /' 1%" SCH. 20, " PPE SCH 74" SHEAVE,_.- 5 CONCRETE SHALL BE PLACED AGANST UNDSTURBED SOL. THE PORTON ABOVE GRADE SHALL BE FORMED. F AN AREA S EXCAVATED BEYOND THE LMTS SHOWN, THS VOL. SHALL BE FLLED w/ CONC. OR FORWD. 8 TROWEL TOP OF FOUNDATON SMOOTH: A BROOM FNSH TO THE FOUNDATON S ACCEPTABLE. i THE TOP OF THE SLAB SHALL BE SLOPED AT A RATE OF 1/8' e PER FOOT FOR DRANAGE. ALL ASTM A325 BOLTS ARE TO BE TGHTENED TO A SNUG TGHT CONDTON PER "SPECFCATON FOR STM A325 OR 490 BOLTS", MANUAL OF STEEL CONSTRUCTON, ALLOWABLE STRESS DESGN. ASC. 9TH ED ALL PPE SHALL BE ASTM A53. GRADE E. OR EOUV. STRENGTH. l'k'x5" SLOT FOR 13 ALL PLATES & SHAPES SHALL BE ASTM A36 {SHEAVE TOP & BOT. 11. A SEALANT SUCH AS "LSCO" MUST BE USED TO SEAL BOTH OF M E SOLAR CABLES AND SREN CABLE WHERE THE ENTRANCE THE 2" PVC E 12" SCH. 40 PPE.-WP d/2' CHAMFER GUSSET 2 REO'D. GUSSET PLATE "g" (2 REO'D) -Y4" HNGE PLATE "e" 12. THE HNGES ARE TO BE USED TO GUDE THE POLE NTO PLACE FOR ALGNMENT OF BASE PtATE Bot.% NOT FOR LlFTlUG LUGS. FNSH GRADE 1 3'-4 3/4' t 2'-2 1/2", (10)#6 BARS B 11%- 0.c TEA WAY. '8'-6" LONG 9'-0" PuNvlEw MONOPOLE FOUNDATON (8) 11K0x48' ANCHOR BOLTS TDN 26'40 BOLT CRCLE 3/4" CONDUT FOR #2 GROUND WRE i 3/4" CONDUT FOR GROUND 42 STRANDED WRE 2-2' CONDUT; MANTAN 3" CL6. Mlw BETWEEN CONDUT dt PARALLEL R E W Np, ' 1 (2) HOLES FOR 3/4".P.S. (18Q APART) FOR SOUR PANEL WRES (FELD LOCATE) HNGE PLATE 'e' SOLAR MAST HNGE ~ 1 2 SCH. " 40 PPE & MECHANSM. 1'0 x4" A325 BOLT. ENTRY COVER PLATE SEE DETAL 41 12' SCHED. 40 PPE - "POWER WNCH" /' SEE DET. 6 BOTTOM FLANGE cb 7, FULL NUT, HALF NUT, & FLAT WASHER\, \ '\ 1%'0x4yl' A325 BOLT, L.W. & F.W.; LOCK FDOWN BOLT, REMOVE,/ BEFORE TLTNG POLE \i / TOP OF FOUNDATONT l"0 x4" A325 BOLT, NUT, L.W & 2 F W.s- BOLTS BEFORE NUT, LW. & 2 F W.s LOOSEN HNGE BOLT BEFORE TLTNG POLE TLT BASE C "a" SEE DET. 3 FOR PLATE DMS. & WELD BOTTOM FLANGE PLATE 1 REO'D 18"0 BOLT CRCLE L-- --.\-, \ 10) #6 BARS e\l 3" MP.J CONDUT: MANTAN ' lk OC. EA. WAY2 3- CLR. MN. BfWEEN 8'-6' LONG CONDUT & PARALLEL REBAR. PP. ELEVATON MONOPOLE FOUNDATON (DO NOT USE ALUMNUM CONDUT), T r m. \ CAUTON: - LEVELNG NUT 11 PENN 12" 40 SCH.j' PPE ~ FLANGE k b EXTREME CARE SHOULD f TAKEN TO & FLAT WASHER ASSURE THAT ALL LEVELW; NUTS ARE w LEVEL w/ RESPECT TO FACH OTHER 4 LEVEL PROR TO EREcT~ON of THE TOWER SECTKm 1 =1-0 FOUNDATON SEE DET. 7