Specifications 0
MILLER `i e4Z
CONSULTING
ENGINEERS d,lg'fyO yK V
STRUCTURAL CALCULATIONS
C ! The Pool & Spa House Pylon Sign
OFFICE COPY- Tigard, OR
CITY OF TTGARD Ramsay Signs
REVIEWED FOR CODE COMPLIANCE November 10, 2022
Project No. 221679
Approved: 'fJ] 2 pages
OTC: [ ]
permit#* 0.- 1" �� I Principal Checked:
Address: J,30 ,Z �Svj
Shite#:
By: Date:
OF
5PRFs�,
VALIDITY OF PERMIT �;��� ' "FF
THE ISSUANCE OF A PERMIT 72 5P
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER 9 R GON o
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM Pl J0 EP
MP�Q�P
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4 EXPIRES: 12-31-2022
*** LIMITATIONS ***
Miller Consulting Engineers, Inc.was retained in a limited capacity for this project. This design is
based upon information provided by the client,who is solely responsible for accuracy of same. No
responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that
shown on these sheets.
9600 SW Oak Street,Suite 40D Portland,Oregon 97223 1503.246.1250 1 www.miller-se.com
So.p.ofudev is far me viinfoatan afm.exieBno pole and fpundatipn fpr the new cabinet cenrp„rauen.
LOA NG:
Cade:ASCE]-16
V.= 98 mph l3 second Dust) ice gz'GY✓'0.6:(allo.bi
Exposure= B Kz wF h
Overall Height.h= 14.09 R 0.57 11.01 10.5 0-15 It
Cabine[Area= BS R•
Eat.Cabine : 15 oaf
Est Pyton Mass= 9T2 Ili =65.15psf
Center of mase= 113.94 Rlcabinet)
LPage= tx
Rai Tebid 16 l Case 2c
Nat kap,d,= 5.80 >1.0,consitler,i9id
01= 0.85
icpt ust (6,.iii
Kd= 0.85 Rabb 211
pY= 1.73 (F, .,11
9.OB R s,T= 0.50
B= 9.09 ft i= 0.99
01.13- 1.60 ft(code omai for wind loatl)
a8e.t= 13,00 R(honzantal cabinet ottsep
Y= 5.36 R(Gc diei hewn.loli
F1= 80% a lead b single pale due b W,6 bond offas
OOP= ft hnuibIPlane oReeb Spllm Ur Mldde ower 6•_00
FORCES' bca9ons: e.5oR 4.00 ft1.50 it
NAdIX Heipmro Heightba An,a NAntlI.aA(earl Force Height to Midead R-Ht(ft) Moment N<lfl1 Moment HL IX) gored
t fj��1�Zu
pMom(rt) mi (a0.R7 Ob) center(R) Ila (W (ft-1b) (R4b)
900 6.79 14.69 64.0 10.5 680 10.84 ]3]0 4.34 2950 8.84 4650 9.34 6350
0.58 6.50 6,79 02 105 2 6.55 13 0.15 0 265 5 5.15 10
0.03 4.00 6.50 2.3 10.5 24 5.25 126 1.25 30 3.75 80
1.10 1.50 4.Uo 2.8 10.5 29 275 00 125 36 I I
144 0.00 1.50 22 10.5 23 0.75 17
O,OO 0,0 0.0 0 O.OD 0
0c 9.0 0.0 o O.DO U
0.00 0.0 0.0 0 D.DD 0
1.11 0.0 0.0 0 0.00 0
0.00 9.0 0.0 0 0.00 0
Doo bo 0.0 D 0.00 0
0.00 0.0 0.13 o 0.00 D
£= 7se £_ >616 2950 4605 6406 I I I
a be.. at Upper at Middle at Lower
splice splice spice ( I I I
SIGN POLE, Quad Stated
base-pat T= RJb
Fy= 35000 psl
To= 3d224 RJb
ZY- 20.60 jn ana<0]soblon can be cegledhad m
ry- zD.eO m°
Mx= 61305 RJb=]606=]61
i- 36327 ft4h =350 .867
6095 3632!GK,n%00K011211III EXISTING 3"
M,= 38327 RJb =35oC0'208112116] % DIA.SCH.40
Use a PIPE Be SCH40 sin sells I PIPE,TYR. I
Upper Pipe, T= 0 flJb _
Fy= 35000 pa Tc- %01 bb
m
2Y= z.19in
1.001O2taraiadwrbedegleded M3 I I I I
Zy= 2.19 In' C]
Mw= 2360 Mb=2950=2950.0.8
M. 3825 R4b =350=.101121LB]
2360 <38250K.82%
M
v= 31525"e e =35000..191i2n.67 EXISTING 5"
Usea PIPE 3"SCH40 sl o le Exls6n
Mlddk Poet r= D R-Ih DIA SCH.40
ry= 3soo0 pal ra= 11296 n-Ib PIPE,TYP.
as 6153 In° 0.00 10.2 roman can be neglected
ry= 643
MY= 3]48 RJb=4505=4695.13.0 EXISTING 6'
Mcx= 11929 No =35000.6.81
37" 111928 OK,31% DIA.SCH.40
My= D nab PIPE,T R,
Mcy= 11929 ft-b =35000.6.6311 ZI ti]
Use a PIPE 3-SCi slad sail EYladn
Lower Past T= D RJb 2
fy-PE
0 p'i Tc= 17400 16b
2Y= 12161 in ica 0.2 based cold be neglected NEW 8"DIA.
ry= 121.61 / -.
Me= 5189 648(mi _ I I SCH.40 PIPE, It
I
Me= 18513 RJb a351W 106112I16I t�1 � a
5189 118513 OK.29% �1 I TMP ` I /
My=�h-Ib L J L J
May= 18513 RJb =350N'106112/tb]
Usea PIPE 6"SCH40 s1 n e ExlsUn
FOUN
I.,..
4,6
Mn = 32R-k
P
1.605 k 75B'0.M1000 /
4:56 R
q 150 Farmassumed latera adwre
p1501
q- 311 ars (all hie ng,Mm Irz movement) �+ \ I I .
Footn9shapa Reopen ular
6= 2.00 1 (m me PI...of me 1.9.) 4 d
L= 3.00 R (Into me page) L J - 4 L �, m
b'= 4.N R diagonal dmension of a 3'sq.footing
tlp®a,mr,= 3.50 R Estmatetl embedment D - b b -
Udwn.paln.dCendNod vowmeolconcrete= 12 yd 3'-0"
SQ. M"SQ
6_t. 350 psf qtl eetl3 baotng wt= 4.] k
A= O.BB R 2.34'P'1 D001(5_1b) est sign wt= 0.72 k(w�m pales)
tle 271 R A2•(ts(1+136'1 Tocol wp(GL7'06= 326 k
27113.5 OK eccenvjury of to pei te reac5.d(a)= 1.02 R=3]3!320
maxinsubm reustve moment available based on call beenng,M,,.= 3.32 ftJ:
U.e 3-13 9QYife x S-B-deep
erctefmon Mdhnduel Fpdtii
The Pool&Spa House Pylon Sign 221679
MILLER Project Name Project#
CONSULTING Location Tigard, OR
ENGINEERS
Client Ramsay Signs _
9600 SW Oak St#400503.246.1250 CJ IVIS 11/10/2022 1 of 2
Portland,01 97223 1 miller-se.corn By Ck'd Date Page
Lower Splice Design:
LocalienLower spice
V= 588 Ib
Mx= ft4b
My= 0 ft4b
Tamian= 0 ft4b
SLEEVE SPLICE DESIGN-circular poks
Cap Rale Bening:
Uvver = 6.6]5 in
lmrcr Uie.= 8625 in
f,lower= 0.261 in(wall Mickness)
Gep bMm.Pi,i O6] =(8625"Il2fi1"b 625"12
WeigM1t on splice= 1060 Ib Mn pplei Fd EhE E66
Mp,s= d] iMb(n =16661(66]5'^3,td)`O.BT' f1EVdTOK 119,
f/3'
1= 0,50
Mc= 124] in-ib =3800011.8]9.5""2'1'14
134]>43 CK
Vse 0.5"riiskk min. Y
Upper Weld Check:(1111.4 �•.�,,
demeRr=I
InMCouple Distan - fl(min.71Ca16 =8.825'"2.1421000'0.25F'.]0] ley qwp
M53>57570K
U.6116"g8et IlLropnd mm• SPLICE DETAIL
lowerw d Check:(slouplug weld(
dameter= 0.625 wt
smt heigbe- 62
ala kn ,= 2
weld apaam6= 12 1, (mail
Lowu weld cap= 56602 A =0s"•Y'2f000•ab2v^'3.idHo"
Sl5]5]OK
usc x 2•V aon x 1n'diol walla at m•o. around pipe(min.1
Project Name
The Pool&Spa House Pylon Sign Project# 221679
MAN ff
MILLER
CONSULTING Location Tigard, OR
144 ENGINEERS
1;1®
Client Ramsay Signs
9600 SW Oak St#400 1 503.246.1250 C1 M 11/10/2022 2 of 2
Portland,OR 97223 miller-se.com By Ck'd Date Page