Plans MANUFACTURE AND INSTALL ONE (I) D/F INTERNALLY ILLUMINATED POLE SIGN WITH LED MESSAGE CENTER
SCALE: 1/2" = I,-0" .achy errs. tea; .: . .."- ., .,,: ...
DESCRIPTION OF WORK
SQ. FT QTY. ITEM
DAKTRONICS 32 X 112v L� 32.0 1 D/F POLE SIGN/MSG CNTR
CI j Y,O rIG� SIGN CABINET:
8' I I/4'' I -9
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9" J Approved...1A [ t4 - 1'-8"DEEP D/F FABRICATED ALUMINUM
CABINET 1"RETAINERS
1 Conditionally Approved -PAINT CABINET T/M 230-157 COBALT BLUE
—;n 1 I"RETAINERS See Letter to:Follow ( I PSV
_ CHURCH & „ 7 A , SURFACE PSV GRAPHICS WITH PSV FIRST
•Z St. Anthony • Permit Number ��'
SCHOOL I�7/8" CJ����� -INTERNALLY ILLUMINATED WITH 800MA H.O.
Ad • �� ' ��� �w FLUORESCENT LAMPS
Zo ._,lrsjmER •-ri .•1.L_ I TI 5. By' S irdl Date: BM - STEEL ANGLES AT TOP AND OTTOM SIDES-ATTACH TO 5"STEEL UPRIGHTS WITH 2"
= o 1::.; 1 ! t=• 7L "r' MESSAGE CENTER:
�+1 -DAKTRONICS MODEL AF-3500-32X112-20-R-
a I I 7 T H! • - 1.�.. T 2V, 32 X 112 MATRIX MONOCHROME SERIES,
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�� � • TS 1�, t,�• C ! 20MM RED LED'S, UP TO 4 LINES OF 5"
T h .•T•_i • l I 11E I:,I T H CHARACTERS, RF MODEM COMMUNICATION
OFFICE COPY -ATTACH TO 5"STEEL UPRIGHTS WITH 2"
STEEL ANGLE BACK FRAME
i-, -FABRICATED ALUMINUM FILLER PANELS
PAINTED SATIN BLACK ATTACHED TO ENDS TO
CITY OF TIGARD SUPPORT STRUCTURE:
Ap. .ved –•– ) (2)5"SQ.TUBE STEEL PIPES, DIRECT BURIED
Conditio A•proved.... [ 1 IN CONCRETE FOOTINGS
Eci For only the wog' =- •esc�lbsd -PAINT SATIN BLACK
PERMIT NO. -FABRICATED ALUMINUM PEAK CAPS,
See Lett:r to: Folio I I PAINTED METALLIC SILVER
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By: - b41,1FI 2W Date: '`:
CABINET/ ■ COBALT BLU
FACE 230-157
POLES/ SATIN
MSG.CTR. III BLACK
�aa� .. LOGO RED
- - - ■ 230-33
COPY/ WHITE
LOGO J LEXAN
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LOGO YELLOW
q 230-015
i _ METALLIC/ �. ,„.,,( : SILVER'
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lAro A Ell 4.4 .
sue" .AGE - .,3„ _r* . JUN 0 8 2010
¢z , CITY OF TIGARD
Existing Sign LLq -- ;,; Pro osed Sin ! ' T ` ° •- BUILDING DIVISION
_ RECEIVEC
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,- JUN 08 2010
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�-^>��+- -°_--�-•-•�^'°'� `—°-- - -"°"'""`° - `�'°"°- (°-"°""°°°�'�`�'� ` • 1 This Is an original unpublished drawing creased for
sales me ersi nco.com St.Anthony's Church 8 School Leslie Runckel t , DATE: BY: ; DATE: BY DRAWING #
•y $ PRO'ECT y ACCT.MGR' CUSTOMER APPROVAL LANDLORD APPROVAL: Meyer Sign Company's customer and the project
9905 SW McKenzie St..Tigard,OR REVISION p! 4/137t0 TM REVISION k4
5/11/10 I I/I 0 TM 4 pannedbrthe specircneeds or Meyer Sign custome s. St.Anthony Church-Tigard-LR2234F
www.meyersignco.com € ADDRESS: SHOP MGR: 5/6/10 TM These drawings are not to be shown outside your
111L51V2sr°“) C°.1111 hone: 503 620 - 8200 DESIGNER: Tom Maxwell
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- f REVISION#2 REVISION#5 S/I I/IO TM organization nor used.copied,reproduced,or exhitated
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fax 503 620 - 7074 PHONE: D A T E 4/B/10 REVISION tl3 TM REVISION N6 5/12/10 TM DATE: DATE: Meyer Sign Company ofO Oregon. SHEET OF
MANUFACTURE AND INSTALL ONE (I) D/F INTERNALLY ILLUMINATED POLE SIGN WITH LED MESSAGE CENTER
SCALE: 1/2" = 1'-0"
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sales me ersi nco.com St.Anthony's Church&School Leslie Runckel DATE: BY DATE: BY: DRAWING #
Y S PROJECT: Y ACCT.MGR: CUSTOMER APPROVAL: LANDLORD APPROVAL: Meyer Sign Company's customer and the project
9905 SW McKenzie St.,Tigard.OR REVISION#I
4/13/10 ") REVISION#4 5/11/id TM pannedforthespeciscneeds of Meyersigncustomers St.Anthony Church-Tigard-LR2234F
(�. w phone: 503 620co.c0 8200 ADDRESS: SHOP MGR: 5/6�IO TM
V These drawings are not to be shown outside your
phone: 503 620 - 8200 DESIGNER: Tom Maxwell SCALE : REVISION#2 REVISION#S 5/I I/IO TM organization nor used copied.reproduced,or exhibited
QF PHONE D A T E : 4/8/10 REVISION#3 5/11/10 TM REVISION#6 5/1 2/I O TM DATE: DATE in any way unless authorized in writing by an officer of SHEET 2 OF 2
fax: 503 620 - 7074 — Meyer Sign Company of Oregon.
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I LOADING:
DESIGN PER 2006 INTERNATIONAL BUILDING CODE (IBC)
WIND: IBC 94.5 MPH, EXP B MAXIMUM HEIGHT(h)= 12 ft
(3second gust) IMPORTANCE FACTOR (I)= 1
K1 = 0.53 (ASCE 7-05 Figure 6-4) GUST FACTOR (G) = 0.85
K2= 1.00 (ASCE 7-05 Figure 6-4) P=gz'G'Cf:
K3= 1.00 (ASCE 7-05 Figure 6-4) Kz qz I P(psf) h
Kzt= 1.00 (ASCE Eqn. 6-3) 0.57 11.08 1 = 16 9 0- 12 ft
Kd= 0.85 (ASCE 7-05 Table 6-4)
Cf= 1.80 (ASCE 7-05 Figure 6-20)
B/s= 2.25
s/h= 0.3333 0.2B= 1.80 ft
FORCES: Fl = 0.71 '(768.3) = 547 lb
Width Height to Height to Area Wind load Force Height to Moment -.
bottom(ft) top(ft) (sq.ft.) (psf) (Ibs) center(ft) (ft-lb)
9 7.67 12 38.97 16.947 660.42 9.835 6495 ■
0.83 0 7.67 6.3661 16.947 107.89 3.835 414
1:= 768.3 c= 6909
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SIGN POLES: (Double Pole) M =3454 Mu = 1.6M I
Case B = 4918 (with 20% offset)
Fy = 46000 psi oMn=0.9*Fy= 41400 psi
Mu = 7868 ft-lb Z.eq =Mu/QFy= 2.281 in3 - {4 SS SKS X i6-,-
Try an HSS 5x5x3/16 with a plastic modulus of 5.89
Z = 5.89 in'- fb=Mug= 16030 psi<41400 OK I
Use HSS 5x5x3/16 sign posts
N I I ' : ' 1 I 're-
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EMBEDDED POLE: (IBC 1805.7.2.1 NonConstrained) it 216'
M 4.918 k-ft ^ SQ
P 0.547 k Applied lateral force, kips / 1 _S I£ N E L t.VAT 10t.1 h e,.� 8.99 ft distance from ground surface to P,ft ` ) N.T.S.
q 400 psf/ft allowable soil-brg Table 1804.2, psf/ft q=2(150)(1.33)=400*
b 3.54 ft 42" dia.or diagonal dimension of a 2.50 post, ft
d(esumatecu 3.50 ft ESTIMATED embedment,ft 3.50 for pressure
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Allowable w/ 1/2" movement at groundline 1
S C 9 U C T U Rq
for 1500 psf soil bearing p PROF1�
UNconstrained Aft. . t r� `'f'/
S_1 467 psf q'd_est/3 4, `f4 ��
A 0.8 ft 2.34'P'1000/(S_1'b) 51669
d 3.17 ft A/2*(1+(1+4.36'h/A)^.5)
OK UNconstrained
. s OREGON 2e
Use 2'-6"square x 3'-6" Embed the posts 3'-0"into 2000 psi L�aAY 2=
embedment footings concrete backfill as specified in IBC 1805.7.3 A FM�r_r}{SA��
1 EXPIRES: 06-30-20/0 l
9570 SW Barbur Blvd St Anthony Sign Foundation
Suite One Hundred Project Name Project # 100425
_ Portland, OR 97 2 19-5 412 Location 9905 SW McKenzie St,Tigard,Oregon
MILLER Client Meyer Sign Co
I CONSL_TiNG (503)246-1250 t
ENGINEERS Fax: 246-1395 By KS Ck'd (til Date 6/4/10 Page j of I