2. To: (Receiving Organization)

Structural Engineering 5. Proj.IProg.lDept./Div.:

3. From: (Originat ing Organization)

Electrical Engineering 6 . Design Author i ty1 Design AgentlCog.

This transmittal transmits for approval the calculations and drawing for a monopole for the siren system. calculations and drawing are vendor supplied and need reviewing and acceptance by structural engineering.

The

v 11. Receiver Remarks: 11A. Design Baseline Docunent? [ ] Yes

L-274 - HSEAS

15. DATA TRANSMITTED

I I I I

Engr.: Jeff Whattam

4 . Related EDT No.:

Approval Designator (F)

Reason f o r Transmittal (G)

E. s, 0 . D or N I A 1. Approval 4 . Review (see UHC-CM-3-5. 2. Release 5. Post-Review Sec.12.7) 3. Information6. Dist . (Receipt Acknow.

7. Purchase Order No.:

MV5-SPD-83267 9. Equip.lComponent No.:

N / A

Disposi t ion (H) 8 (1)

1. Approved 4 . Reviewed nalcomnent 2. Approved ulcomnent 3. Disapproved ulcomnentb. Receipt acknowledged

5. Reviewed vlcomnent

10. SystemlBldg./Facil ity:

Sitewide system

N/A

N / A

12. Major Assm. Dug. NO.:

13. PermitlPermit Appl icat ion No.:

14. Required Response Date:

Nov 1

I

1996

Dispo Dispo- s i t i o n

si t i o

I Required) 17. SIGNATUR

(See Awroval Designator

I IlSTRlBUTlDN ir required signatures)

(G) (H) ( K ) signature (L) Date

son p. Rea- D,s ( J ) Name

(M) MSlN

Date Originator f a r Receiving Organization

-21. DOE APPROVAL ( i f required) C t r l . No. N I A

[I Approved [I Approved w l c m e n t s [I Disapproved wlcomnents

HNF-SD-L274-CN-001, Rev. 0

Calculations for the 40' Monopole for the Hanford Site Emergency Alerting System

JW Whattam FDNW, Richland, WA 99352 U.S. Department o f Energy Contract DE-AC06-96RL13200

EDT/ECN: 618806 UC: 600 Org Code: 57300 Charge Code: FEZ74 B&R Code: EW7070201 Total Pages:

Key Words: a l e r t i n g system

Abstract : f o r the Hanford s i te emergency a l e r t i n g system.

%- * 0 d , % I 7 197 Calcula t ions , monopole, HSEAS, Hanford s i te emergency

T h i s document provides c a l c u l a t i o n s for the 40' monopole used

TRADEMARK DISCLAIMER. t rade name, trademark. manufacturer, or otherwise, does not necessar i ly cons t i tu te o r imply i t s endorsement, recommendation, o r favor ing by the United States Government or any agency thereof or i t s contractors o r subcontractors.

Pr in ted i n the United States o f America. To obta in copies o f t h i s docunent. contact: Docunent Control Services, P.O. Box 950, Hai ls top H6-08, Richlard WA 99352, Phone (509) 372-2420; Fax (509) 376-4989.

Reference herein t o any spec i f i c c o m e r c i a l product. process, or serv ice by

Approved for Public Release 1-6400-073 (01197) GEF32l

Prepared For

S E S USA 1600 Kentucky St A3 Bellingham, W A 98226

CALCULATIONS for the

40' Monopole Hanford, Washington

October 17, 1996 Proiect No 96828

Prepared By

LA HATT ENGINEERING CORPORATION P 0. BOX 5192 BELLINGHAM, WA 98227 (360) 676-8332

CLIENT 5 G-5 uSv4 LA H A l l ENGINEERING PROJECT 40 ' W \ U C U , l L - - . ' L L - :

CORPORATION I No'qGQtY P O BOX5192

BY &L CK DATE SHT X O F __ Betlingham. WA 98227 676-8332

c~\-\pu re12 buALyZa\S

! t

t

.. . . . . ..

3

CLIENT u- LA HATT ENGINEERING CORPORATION PO.Box5192

PROJECT 4 0 I-& ouu PULE

BY J& CK DATE SHT. &OF __ Bellingharn, WA 98227 676-8332

C-+- >UTG= A ~ A L ~ s ~ s C o w r b w V E D I

CLIENT SEA> US/& LA HATT ENGINEERING NO. 9 6 3 ~ CORPORATION

P.O. Box 5192 PROJECT 40 l#u b-u L6

:LIENT 3- - f A s A LA H A l T ENGINEERING NO 9637-e CORPORATION

I P.0 Box5192 'ROJECT 40 ' U c Z o ~ O ~

3'fJk-L CK DATE SHT. Bellingham. WA 98227 676-8332 OF __

1

.

CLIENT SES u s LA HATT ENGINEERING NO. 9~379, CORPORATION

P.O. Box 51 92 PROJECT 4 0 ‘ F-4 ULC) k-

BY - k L CK DATE SHT. \ 2 0 F p Bellingham, WA 98227 676-8332

.GENERAL NOTES: I DESIGN LOADS

WIND: 90 M.P H I EXP. C. 1=1.15 SEISMIC: ZONE 2, l =1 15 ALLOWABLE SOIL BEARING: 1 ,500 PSF

1 '/s" 0 -,$ , I I L-

I 40 ' -0 " LEVEL

LWHELEN WPS 2800 SERIES SIREN (SUPPLIED BY OTHERS) i VERIFY UNOERGSOUND FACILITIES LOCATIONS PRIOR TO EXCAVATION.

I ALL REINFORCING SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A 6 1 5 GRADE 60 ( 6 0 , 0 0 0 PSI MIN. YIELD) AND SHALL BE PROVIDED BY THE FOUNDATION CONTRACTOR.

REOUIREMENTS FOR THE CONCRETE SHALL BE AS GIVEN IN THE ACI "BUILDING CODE REQUIREMENTS FQR REINFORCED CONCRETE", ACI 3 1 8 . THE LATEST EDITION.

4 ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI o ze DAYS THE

5 CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL. THE PORTION ABOVE GRADE SHALL BE FORMED. IF AN AREA IS EXCAVATED BEYOND THE LIMITS SHOWN, THIS VOL. SHALL BE FILLED w/ CONC. OR FORWD.

8 TROWEL TOP OF FOUNDATION SMOOTH: A BROOM FINISH TO THE FOUNDATION IS ACCEPTABLE.

i THE TOP OF THE SLAB SHALL BE SLOPED AT A RATE OF 1/8' PER FOOT FOR DRAINAGE.

e ALL ASTM A325 BOLTS ARE TO BE TIGHTENED TO A SNUG TIGHT CONDITION PER "SPECIFICATION FOR S T M A325 OR 490 BOLTS", MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN. AISC. 9TH ED.. 1989.

9 ALL PIPE SHALL BE ASTM A53. GRADE E. OR EOUIV. STRENGTH.

13 ALL PLATES & SHAPES SHALL B E ASTM A36

.1- ! 11

HOLE FOR 1 -1 /2 " I.P.S. FOR SPEAKER CABLE (BY OTHERS, FIELD LOCATED)

\ ; 2 3 / 4 '

@HINGE PLATE 4 REO'D.

1%" SCH. 20

/-lo" SCHED. 4 0 PIPE , - 40 12" PIPE SCH

/' // ,/e 2 " x 19"o 1 1 f y 0 - 1 1/4' R

t--

G I \

c-

1 1

7 4" SHEAVE ,_.- l ' k ' x 5 " SLOT FOR

{SHEAVE TOP & BOT. 11. A SEALANT SUCH AS "ILSCO" MUST BE USED TO SEAL BOTH OF M E SOLAR CABLES AND SIREN CABLE WHERE THE ENTRANCE THE 2" P V C

1 2 . THE HINGES ARE TO BE USED TO GUIDE THE POLE INTO PLACE FOR ALIGNMENT OF BASE PtATE Bot.% NOT FOR LlFTlUG LUGS.

v ( l 2 ) 1"o HOLES ON 17-0 BOLT CIRCLE

+-- ' I 1/2' '

2' -+ c- - -7 -L-c i

HINGE PLATE 2 REO'D.

ENTER FLANGE PLATE 2 REQ'D.

---.,-

COVER 'J ------- H $ ' t WINCH -

vi N.T.S. 3/4" CONDUIT FOR GROUND 42 STRANDED WIRE

i 3" COLLAR & 1H" BRACKET FOR [f ANTENNA MOUNT

r i

p I I I-'-L-!-l-!. I I I I I I1 1 -

L J

;?I I ~ 20'-0" LEVEL 3

d / 2 ' CHAMFER HINGE C "d"

i 2-2' CONDUIT; MAINTAIN 3" CL6. MlwI

PARALLEL R E W Np, ' BETWEEN CONDUIT dt I

I .

HINGE PLATE "d" 'TYP. ( 4 REO'O.) \ SEE DETAIL 5 ,x %L r

GUSSET 2 REO'D.

LARGE GUSSET 6 REO'D.

1 3 ' -4 3/4' t 2'-2 1 /2 " ,

I

9'-0" r----------- 1 I I

/ - 4 0 12" PIPE SCH.

I

SOLAR j PANEL 1

I I I

.\ I \

'L p c 1 SOLAR PANEL (8) l 1 /2 "0 HOLES FOR CONDUIT TAPPED & CHASED- ON 18'0 BOLT CIRCLE

,-(8)1%"0 HOLES ON "a" 2v x 3 1 - 0 - ' 26'60 BOLT CIRCLE

PuNvlEw MONOPOLE FOUNDATION 1 I I I

I I I

12 " SCH. 4 0 PIPE

1 / 2" m- y PIAN VIEW GUSSET PLATE "f" ,,$ ; , E W P . (6 REO'O) 7

GUSSET PLATE "g"

HINGE PLATE "e"

.-WP (2 REO'D)

l / z - J G -Y4"

TILT BASE PLATE 1 REQ'D.

( 1 0 ) # 6 BARS B 11%- 0.c

'8 ' -6" LONG

(8) 11K0x48' ANCHOR BOLTS T D N 2 6 ' 4 0 BOLT CIRCLE T E A WAY. I FINISH

GRADE 3/4" CONDUIT FOR #2 GROUND WIRE

(2) HOLES FOR 3/4"

FOR SOUR PANEL WIRES (FIELD LOCATE)

1 I.P.S. (18Q APART) HINGE PLATE 'e'

18"0 BOLT CIRCLE

BOTTOM FLANGE PLATE 1 REO'D

~ 1 2 " SCH. 4 0 PIPE SOLAR MAST HINGE & MECHANISM. 1'0 x4" A325 BOLT.

ENTRY COVER PLATE SEE DETAIL 4 1 NUT, LW. & 2 F W.s

LOOSEN HINGE BOLT BEFORE TILTING POLE

TILT BASE C "a" BOLTS BEFORE

SEE DET. 3 FOR PLATE DIMS. & WELD

PENN

L-- I I 1%'0x4yl' A325 BOLT,

L.W. & F.W.; LOCK F D O W N BOLT, REMOVE

,/ BEFORE TILTING POLE

I '\ 12' SCHED. 4 0 PIPE

I - - I . \ - , \

CONDUIT: MAINTAIN 3- CLR. MIN. B f W E E N

8'-6' LONG CONDUIT & PARALLEL REBAR. PIP.

10) #6 BARS e\l 3" MP.J O C . EA. W A Y 2 ' lk

7, BOTTOM FLANGE c b

- "POWER WINCH" /' SEE DET. 6 (DO NOT USE ALUMINUM CONDUIT) FULL NUT, HALF NUT,

& FLAT WASHER\,, \

NUT, L.W & 2 F W.s- l "0 x4" A 3 2 5 BOLT, I

\i / TOP OF FOUNDATIONT , T I ELEVATION MONOPOLE FOUNDATION

12" 4 0 S C H . j ' PIPE ~ -BOTTOM FLANGE k b

I

11 w

I

- LEVELING NUT CAUTION:

EXTREME CARE SHOULD f TAKEN TO & FLAT WASHER ASSURE THAT ALL LEVELIW; NUTS ARE LEVEL w / RESPECT TO FACH OTHER r

I m. LEVEL PRIOR TO EREcT~ON of THE TOWER SECTKm 4 1 =1-0 FOUNDATION SEE DET. 7

\