I I I/67531/metadc686502/m2/1/high_res_d/325652.pdfproiect no 96828 prepared by la hatt engineering...
Transcript of I I I/67531/metadc686502/m2/1/high_res_d/325652.pdfproiect no 96828 prepared by la hatt engineering...
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
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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
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