Specifications T.R. BONNETT ENGINEERING
CIVIL & STRUCTURAL ENGINEERING /CONSULTING
803 E. 3 AVENUE
SPOKANE, WA 99202
(509) 534 -3929
040,
Structural Design Calculations
CI TY OF TIGARD
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Job Address — _.. Date •n
LOWE'S OF TIGARD MONUMENT SIGN
Tigard, Oregon
for
< ��Ep PROp .
W <( 18748PE
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Lowe's Companies, Inc.
REGON
Wilksboro, NC s� sc m
'9y 17��
Expires: /2/3/01
November 30, 2000
JRBE Job No. 00- 13820
JRB
•
AND BOTTOn Isnt. A AND BOTTOM RAIL R R1NL °firw°O- ` \ _110 I�
\�x
I K" DIAMETER wee- re I K' DIAMETER INTER. ie ` - 2 4 TOP RAIL
MEDIATE RAILS 103 w MEDIATE RAIL6 ; ii w FENCE PLANKS, ALLOW
, !e '3 $ I" 0 V NE, FENCE BETWEEN PLANKS
•
FINISH GRADE •� 1.1311614 1.1311614 GRADE 1g. 'f FINISH GRADE RAhbs i6 PO8T8 • 8' o . N- ( MAM-
HOLD TOP OP � -� HOLD TOP OP . . • �� HOLD TOP OF • -- . TAM UNIFORM SPACING
FOOTING 4" BELOW / FOOT 4" BELOW FINISH GRADE E BETWEEN POSTS NG 4° BELOW
FINISH GRADE FwIeH aRADe em OF\ En=
E VIII■ ■
ei in
4"
4 m BOTTOM RAIL
BOTTO RAIL
-
_ c tr .
dr. n 12" DIAMETER CONCRETE FOOTING.
cr. I 0' per I F 1 P P iv � M6 POSTS. • AND C
. moms. POSTS
1 AND
SLOPE TOP CF FOOTING FOR DRAINAGE I
1. RAIL SHALL ee STEEL TUBING, SIZES AS INDICATED. APPLY CE COAT PRYER NOTES,
AND 111D KNISH COAT& COLOR TO BE SELECTED BY DINERS REP.
2. ALL CCRECTIONO TO BE WELDED. CORO ALL ILE. 8 91CaT11 L END AND CORNER POSTS TO BE bxbe. LINE POSTS TO BE 4x4..
a SLOPE CP RAIL WALL BE SMOOTH AND EVEN AND MATCH 1 GRADE. ALL ALL POSTS TO BE PRESSURE TREATED LUMBER (LP22).
HORIZONTAL BLEI'7®AS TO BB PARALLEL 2. ALL OTHER WOOD TO BE TIGHT KNOT CEDAR
♦ POSTS TO BE SPACED EVENLY, APPR OCMATELY 6' CN CENTER. 3. ATTACH RAILS TO POSTS WITH NM-VISIBLE GALVANIZED BRACKET.
6.
PROVIDE 88 apEc FcA 1TOR T 1 FOR All PETAL W&TIQN. 4. ALL HARDWARE TO BE GALVANIZED STEEL
6. SE8 ONa FOR ADDITId1AL IWPAIRFM6REN1T& 8. FINISHED BIDE OP FENCE TO FACE TOWARD ADJACENT RESIDENCES.
• 4
O Steel Fence @ 72nd F Steel Handrail O Handrail at Ramp H Wood Fence
not to scale F not to scale F1 - not to scale not to scale
•
CJP. moron
. AWN) FOOTING
/ \ . A • '
i
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A LA • 1 4 '
maim vaemaDD • ! • Q) a REBAR
=mew vamess®18
. el
is •
f . - 4 VE TO 88I_ MATO4
L
VE REEL, LAP V"
! ( i Q) S U+
.1 SN T OP REBAR EA AND BOTT
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q 11
5OJTM PACE ND A*T Wier PACE i � -,t, -
•it
t 4 ,_ 0 „ ELEVATIONS a --
a , • 2" CLEAR 17P. ' .
('n ,i., _, ' ` (Q) S mama. IEBAR 9' •_..-3 :''t A g.. L': — .'it -Lit - l n _ Mil= RE B4R 1E941 CROSS I —tji ll Ir .. - - i ( 1 =fi: =NE ■�e1�11•1 •11�1��W�1•WNWN
>. j I, R . t _ . I �.
z f °r F 81lalcnmM.NOTE6. - = I !li!IF. i' I: � '
, ii � a =: ■W •�•��� =�IM�IMIN�
Z L CQICAETE 1311212210214 10 BE '2000 P61 l2 I2VE FOOTING �MIEI���M1=1E�M��� iE =�EI�W����� =�=
A c.) 2. REBAR 61/213.0131 TO BE 6o KN. ' ■1111•EIEWIIIIMI♦EMBEEEN11•11•0=EMI NH •=EBEMII=MIIMINE111111=1•11M1
PLAN SECTION
•
Monument Sign O Triangle Monument Plaza - Elevation
0 not to scale Scale 1" • 10-O'
- ..
JOB �d 13g. ZD
J. R. BONNETT ENGINEERING SHEET NO. Z OF
0l 803 East 3rd Avenue
SPOKANE, WA 99202 CALCULATED BY -1P-R. DATE /
TEL: (509) 534 -3929 CHECKED BY DATE
FAX: (509) 534 -4014
SCALE
GUINP J ) (IAf Ex P,
- a" = (4, 2d /,SF
Pr w z (s 3� or 7 > ;
►°� zr / 6. r7 rst
P,■.,*
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NAa r Q 4.13 1° 4 S-3 .1 \ 3 ; , s) 4- 23 )]
y o0
�IS, 3 4 )l t �� Z4,0 ,- Q4- 1A1_4
M.. L / /z )(4‘x 3:5 I$l
_'Q$ &�\_ 1 / L i �JLQ' i S J ) t. (/1�f2 /�' �L 12�/u.r�L ��
KCP"')U)2, / )-17; tto,s' y,. � kr.Q-C )
L = 2-4 \ ,,
et ( / /Z Z 0, 6,1
( 4,, r/rr t "-Ys = 74,6 +- /2i
/017 elf" e (4 / -0-01 J z ZGG 7
rj 95 /Z - -(9 "Ti2.-' - b � �)k le-0" 2i7‘ - 0" r 2 )
•
C PRODUCT 207
•
J. R. BONNETT ENGINEERING JOB 00 f3g, Zp
41% 803 East 3rd Avenue
SHEET NO 3
SPOKANE, WA 99202 . OF
TEL: (509) 534 -3929 CALCULATED BY CCifo- DATE /SAP
FAX: (509) 534 -4014
CHECKED BY DATE
SCALE
149 4 / M4 LIS/
for = '$.Z/ K
3o -1C IC (k.SG 3 /K)
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(3!' k' Ioovdlk>L iz'j )
Z
LI It
1 13
ASS e L — (0. �3o)1Z"Y z7 ��� - d 97 ,,,
n Rat � ? �fr
Ar PRov,DEn (5 - )( #8) _ 1.I ''n %r
S --
/ , 5
OO'T7N 1 14LYS /S :
e �� @. 1rA FAQ. Oz.) e t161
(Ai In47 et- (c6a UJ6J«R.l� -ry s
� �LCS rat- M.OX. Sou.- LvAA1N G,
„. ) 0X1017/' // 1665 '
V✓� ° i Z tr.2z . w06 L z- 3
00( (ths / y6(1''5 )4
14907 PO
Z`-f„ — 3' ' - ,
zn.bq
(Z to. Sq �,
I Z 1.
e ° D,vv ( /3,(o.00to,= 0,v L e...-..,, vo.v030 ' „se e °a.aol
+qtr ° e1d - (0.0013yR ")(z0.t;a ", o, ,., �.�..,
ReeO l /�T LtS6 '►L) ) 64.
wA Y
4sr pp,v. ° kZ) #c] rT 6K rv P n aet
D PRODUCT 207
J. R. BONNETT ENGINEERING JOB 00 - 36
803 East 3rd Avenue
SPOKANE, WA 99202 SHEET NO OF
TEL: (509) 534 -3929 CALCULATED BY C / DATE II/04)(C)
FAX: (509) 534 -4014
CHECKED BY DATE
SCALE
Wind Analysis:
Wind Zone: 80 mph, Exp. B
P = C *C *q *I =
C = Varies
C 1.4
q = 16.4
1= 1.0
C *q *I = 22.96
Exp. D Exp. C Exp. B
Height (ft) C P D C. P O CC PB
(sst) (sst) sf)
0 -15 1.39 31.91 1.06 24.34 0.62 14.24
15 -20 1.45 33.29 1.13 25.94 0.67 15.38
20 -25 1.50 34.44 1.19 27.32 0.72 16.53
25 -30 1.54 35.36 .1.23 28.24 0.76 17.45
• 30-40 1.62 37.20 1.31 30.08 0.84 19.29
40 -60 1.73 42.78 1.43 35.36 0.95 23.49
D PRODUCT