Specifications 1971" n115 ... 1
N" experience creativity
/ luminum detail added to - --
Ni New pylon sign to replace odsting, with sign stuJ Tigard Plaza LLC
frame to tremble building fascia in color and shape .;!; ii r ` : ; 8320 NE Hwy 99
PLAZA; V ancouver, WA 98665
` TIGARD 10 x 5 Channel letters with • bronze . , y { � —
Q
�, � �, � , � ' � Jack Steiger /MiFton O. Brown • 0 returns and trim, open face illuminated with seafaam neon. as tx : 4 A 360 566 - 8192
CABINETS: Two (2)10'x 95" aall alumhwm extruded cabinets ' s :la i ' 3 yul
with white Lexan Po boa rbonate faces JOANN ► ' to be ; a
' "Air!
from translucentvhpApercomparycolorspecs. ex ea:the cre ativi#y.
Tenant section with individual di bars and individual fir date ' - ` - 0.1
' removable panels. An cumnt tenants names included TENANT
at time of Installation. Color of tenant vinyl to be _ _....
determined. Additional terlarftatobe added at i TENANT TENANT .CLIENTARPROVAL .
usual and customary cost. Cabinet painted to match 1 - ; i
company colors and logs Estimated pipe size Is .5", final TENANT TENANT t
size to be determined by structural engineer specs. TENANT TENANT s
Cabinets to be Inset on front and back sides to retainers
approx 712', with 11/2" extending beyond frame surface. TENANT TENANT °Neal:
Cabinets bolted to steel with removable retainers to t r
k
change out tenant names. Irrtemal mumination with TENANT TENANT °-
800 ma. fluorescent lamps Electricity to be pulled to TENANT TENANT ...N.,.. ,
sign site by owner. hc ;._
B 3/ steel pipe
POLE COVER: Ail aluminum pole cover: —1-- color to be determined � .._. , s t b� , , ;._; � "; �' i These Wua ale the tutu= =et of
V - thanthaft Elect al Mte ns % tit. and the result
the r.,7, ,': �,.. y - 'ra4,;,_ 1 //7''')w � Of final mark et its euklees. They am submitted Wood and aluminum frameifth / I . to am company for the sole pure= d your =ideation
j Stucco finish to match buikll is s =be to manse there pans a to cads= from
\ color to be determined as to Meese enlace of these
9 . _ peas to anyone other than anpolees d put compa y, a use
\ Aluminum detail of these pans to contract a Waller slop a =erg foh0idden.
.. hr the event eddtrhfioo eo ns, W:raft Eharu al Mventag Lit.
/ Aluminum pole cover with stucco .
meets to he reimbursed � for time one effort in dealing
4 X41.1f))//i, ! / i V `i , ` �.,' itn i+lf Y ( finish to match building facLa, color
,\i ° f "/ A 1, 1 ' 4 t , r 1 k to be datcrml„ed • 1.
_.. - - ? ° a ( Y. 1 : i Pik . . ' air:. . i`. �1 Pobrdrows6tsar pp. EnOneer"µr mbna cr. fir. ,1• rr O o l
TOTAL 5Q. FT. SIGN CABINETS: 95 Conditionally Approved { ] F . � �° �''
TOTAL 5GL FT. CHANNEL LETTERS : 13 See Letter t0: Follow IOW ] -° „ �� a �� n.
TOTAL 5Q FL OF ENnRE STRUG7URE 214 8 E-- 3
HEIGHT FROM GRADE: 22 A
A. - c U
Permit Number: I ° i ! /_ C„ ,:::,...,.::;,s• u [ s ``"
Ad• + ' . l t ! all_ -' y Fe•r the work as �lescrit?ed_in�- = l,� 8
$y; A I <' _ ._ _.. Date: all i _ L ti o 1 to: Follow [ % C • :7.0 - • •
Attach ! 1 i , .l 0 Ca M
a „
• Double Faced Illuminated Pylon Sign o a
1 OFFICE COPY
,
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lilD ' i SignCraft Electrical Advertising, LLC Craig Christy, P.E. .
, ; ;
; 1 I I
PO Box 23636 Tigard, OR, 9743'
1
! ' 1 ; 1 iNi. INEER - - Phone 503 639 4910 FAX 503 639 4999 - ' *- Structural Engineer OR 9999
Expires 12/31/2005
I i p 1543" 6:: ** Ti: . . - 14111 ' - mos TIGARD PLAZA
1 M! (!
. erim Signs for . • ;14
503 246 9222_0;461
Highway 99 September 7, 2005
Tigard, OR 9722.3 o -: : ;;?;,\,:-:-;-; 10:59
10/25/05
Work Sheet 60.xls
A B C D E F G H 1 J K L M N
DES' •OTING • •••
Mu 28.32 k-ft ult 5 VIA 1.1114 I.
6.33'
=1.7 5.33 ksf to • V, P n OFC
I\ W11_1=11111.11=111111EIMI
8.00
\
PLAN VIEW
LI:
(-- " k•iG co
> 0 0 r* s
•P ° Pi 4 CO ' ■••■
It, -4e Efk ' ci ,z.,N -
7 6'0 RN ICY`
5.33 k/ft horizontal
Es el t::5 itizi /Zoo '
=0.266
SOIL LOADING
A - — row 30
, 16'-0"
. . ;
I-- I ;:-.
A
;
i : 7
' iir ...---- 8" schedule 40 pipe
6'-0"
._,.., row 40
v
A #5's @ 12" each side
...... ; -,, -7.-- ,„. •?<, - :,..1
i.0' Or—
V
6'-4" jr -- #5's (4) 6" each side
4
v — —
row 50
. ,
13*-0" x 1*-4" minimum thick9ess
C:::',IX
.., - . , . ............ ,. . ......,, . ,.
.,,,!, . .,•.•• . .
..,,.,•; j'- . ' - . ...... .... ,- , , !".tt T. ''') - \ • • 1 'C'L ' ,f
;;;.::.: -l'A \ ,:::. 1"-:01ACO ' ...... • • -• ' .... - .„. -- ' -" 'T, N* ' 't -'
row 60
______,,.-----, -_,-, - ;;,-;;:.:': - 2_..--7_ ...: . -- V-. - •• .,.
•. ., j ;,. i „-;:=6 - , .„- -- - -
. -
. , .
.' .
• . ,:._ :
•
�r � e
9
0 � ll:l�l�1�11 I Embedded Pole P8 SignCraft Electrical Advertising, LLC Christy
- PO Box 23636 Tigard, OR, 97223 10:23
PITTFM1117 ! Phone 503 639 4910 FAX 503 639 4999 10/25/05
20R CISF�?
_9_ I 1 ■I■
X3 2 X22 ci:h s ac .. nl I Signs for TIGARD PLAZA
Highway 99 U
Tigard, OR 97223 POLE.xls.xls
A B r. D E F G H 1 J K L M N
POLE FO "h LAT6AAL BEARING TYPE FOUNDATION
This templz.te usbs the "shorire method" of converging two equations which depend upon each other for values.
3.6 k Applied lateral force, kips _
h 14.0 ft distance from ground surface to P, ft Al- 3.649 k at 14.0 ft
4 286 p ,f'f: allowable soil -brg UBC Table 18 -I -A/ IBC Table 1804.2 /psf/ft
b
8.00 ft 96" diameter or diagonal dimension of a 5.66' square post, ft
Constraine1
3 row20
d = 4.25'P•1000•h/(S *b)
d
d 4.25'P•1000'h/(q'b) width 8.00ft
d= (4.25'P•1000'h /la 'bll' �'• ' •
d
q soli 268 psf
4.67 ft (4.25 • P • 1000' h /(o • b11 :
(4.25' 3.6 1000 * 14.0 /(266' 8.00)x(1/3) Constrained 0.00 ft embed
Unconstrained 6.39 ft embed
35.232 k weight
(8.00 /2)2 • n * 4.67 * 0.150 Figure 16 -1 POLE FOUNDATION ELEVATION
8.699 cy concrete
(8.00/2)
Unconstrained at Top
S , 566 psf q • d_est / 3
A 2 ft 2.34•P•1000/(S
d" 6.39 ft A/2•(1 +(1 +4.36'h/Al
converge 100.0 % the difference in d_u for the last 2 iterative calculations = 0.00 ft
100 - -0.01
48.161 k weight row 40
(8.00 /2)' • rr' 6.39
11.892 cy concrete
(8.00 /2) 2 *6.39/27
NOTES
See UBC 1806.7.2.1 equation 6-1 NonConstrained, 6-2 Constrained/ IBC 1805.7.2.1 equations 18-1, 2, and 3 /and Table 18 -I -A/ IBC
1804.2 / Allowable Foundation and Lateral Pressure for typical allowable lateral pressures.
The solution for this answer is iterative. Typically - vary the estimated depth d_est to be greater than the required depth for
constrained or unconstrained conditions. If you have a maximum depth which must not be exceeded, vary the widthb. row 50
Width b is the diameter of a round post or the diagonal dimension of a square post (or footing). Henceb for a 3' -0"
round footing is 3.0 but for a 3' -0" square footing b Is (3 '2 +3'2) = 4.24'
P' h = moment to overtum the foundation
UBC 1806.7.2.1 d / IBC Table 1804.2 footnote d /states that allowable stresses and soil- bearing values may be increased 33%
when combining vertical loads with wind/earthquake loads or when lateral loads are acting alone. Footnote 3 in Table 18-1 -A
/ IBC 1804.3.1 /allows a 100% lateral bearing increase for poles not adversely affected by a 1/2" lateral translation at the top of
the footing. Use judgement when increasing the 2x multiplier by another 33 %.
Depth d_est is the depth of embedment in the earth not to exceed 12 ft when computing lateral pressures S_1 or 6_3.
UBC Table 18-I -A note 3/ IBC 1804.3.1 /limits lateral bearing value increase to 15 x designated value.
Current designated value = 266 psf /ft. Max value = 3990 psf. However, depth "d" used for computing lateral
pressure is limited to 12'. Hence, lateral pressure is limited to 3192 psf.
- - -- _ 3 f eft
4 r1 row70
U
1.
'r • .
Ili
SR._.._.. STEEL DESIGN Page #
- StgnCraft Electrical Advertising, LLC
Christy
i � 3�
_ PO Box 23636 Tigard, OR, 97223 10:25
` � ' = > Phone 503 639 4910 FAX 503 639 4999 10/25/05
• * R 7N. ORi97' ' ��M.=
•TI: cchrt . 6 ''.. 1. MIME Signs for TIGARD PLAZA Steel_26H.xls
Highway 99
Tigard, OR 97223
A B C D E F 13 H 1 .1 K L -la N
DESIGN 64)i4 MARY 1 1 1 _ SW 8
P axial 1.00 ;. L 7:000 ft F y 4Z` ksi
+M. 26.20 k -�t +Lb - ` 7,900 fl K . - 1? unit KUr 84.0
-M. 0.00 1 -L • 7.000, ft Kr 1 unit KUr 84.0
M 0.00 k -ft L : 7.000 ft 8th Ed AISC
?041412 use two pipes Ctrl shift I for input
'.rea in' depth t. IN 4 r in ixx in Sx in r in Iyy in S in' r in logic
SW 8 8.399 8.625 0.322 1 1 1 72.489 16.809 2.938 72.489 16.8 2.94 7
metric units
54.19 219 8 25 25 25 3017 275 75 3017 275 75 7
219x25x42.5 d x bf x kg/m
b1 bot 4 bot ft bot Ixx bot Sx bot rx bot
1 1 1 16.8 16.809 2.9
Mx top 2.0 k -ft allowable top flange in compression
OK TOP 1.6-la = 0.458 < 1.000 .
OK TOP 1.6 -1b = 0.754 < 1.000 .
OK TOP 1.6 -2 = 0.756 < 1.000 . . 1 - row 301
OK tens flange = 0.744 < 1.000 . . . 0.e
0.8 -
M1_smallx : 0 k -ft 0 -
M1y_small . ' 0' k -ft •
0.8
USE_Cmx . 0.6' unit Column curvature factor 0.5
USE_Cmy • 06. unit 0.4 . -
Sidesway •• 1 unit SIDESWAY. 1 = sidesway, 0 = braced frame (no Joint translation) 0.3 . -
USE_Cbx 1.75 unit Bending coefficient 0.2 -
0 _ row 40j
E 29000 ksi Modulus of elasticity 0 1
Crane_rI 0 logic 0, 1 for top Syy only as in crane rail 0 as 1 1.5 2 2.5
klx /rx 84.00 1.000 / 2.94 in '12 7 Tube /Pipe
kly /ry 84.00 1.000 / 2.94 in '12 i suffix denotes corrected fillet in table
1.5.1.3 COLUMN DESIGN Figure 1 -1 Graph cross-section of shape.
[kA] 84.00 select the larger of kxLx/rx or kyLy /ry
MAXA(84.00, 84.00)
row 50
Cc 116.75 (2 • TT=' E /F
(2 • TT /42)
numerator 31.1 (1 - (k L /r) /(2 • Cc ) Fy for Fa (1.5 -2)
(1 - 84.00 ' 116.75 ) • 42.00
(1.5 -1) 16.47 num/(1.667 + 0.375 (kUr) /Cc - (0.125 (kUr)' /Cc )
31.1 /(1. 667 + 0. 375 /116.75 - (0.125 /116.75 )
(1.5 -2) 21.16 [12 • Tr' • E] /[23 (kUr)] 1.5.1.3.2 row 60
(12 ' TT= • 29,000.00) /(23 • (84.00)' )
Fa 16.47 ksi if kUr < Cc then use (1.5 -1) else, use (1.5 -2)
IF(84.00 < 116.75, 16.47, 21.16) • (84.00 5 200) + 0.000001
F'ex 21.16 ksi [12 • Tr * E] /[23 (kxLx /rx)15 338.62 1.6.1
(12 • TT' • 29,000.00) /(23' 84.00 )
F'ey 21.16 ksi [12 • TT° • El /[23 (kyLy /ry)'] 5 338.62 1.6.1
(12 ' Tr= • 29,000.00) /(23 row 70
r. " T7-i r�u� REINFORCED CONCRETE BEAM Page 32 -' 1
1 1 iber •A „ `M�. Sl
gnCraft Electrical Advertising, LLC Craig Christy, P.E.
- , iir_ _A » 31MIN PO Box 23636 Tigard, OR, 97223 Structural Engineer OR 9999
1 , ; , IS I RS III Phone 503 639 4910 FAX 503 639 4999 Expires 12/31 /2005 .
• • • September 22, 2005
0 Q -8;32 :. au MI . flUU Signs for TIGARD PLAZA 10:42
ENGINEERING with the S•READrHEET Highway 99 • • • 10/25/05
Tigard, OR 97223
A 8 C. D E F 0 H I J K 32 Bearwxls'
CONCRETE BEAM DE IGN I c ross 4,242 in ^4 / I cracked 574 in ^4 / I effective 4,242 in ^4
k . °601 k ii yield strength of reinforcing 18
f, 3' ksi compressive strength of concrete 1
d' 3 in depth of compression reinforcing 16 i
b. , 12 in width 14 ,
b 12:0 in depth of tension reinforcing 12
depth OA 16. in overall depth
10
Ba. Qty Bar Size# As 8
A' 1.00 . 5' 0.31 in
A 2.00 . 5. 0.62 in2 6
4
M working . 16.7 k -ft required service level moment
M„ req'd 28.3 k -ft ult required ultimate/factored moment 2
0 '
M prov 43.27 k -ft ultimate provided 0 5 10 15 20
OK Beam stressed to 65 %
OK As min 0.48 < As provided 0.62 see p iiiei below Figure 32 -1 Beam cross -section with Whitney's
OK x balance 4.46 t 1.988 required stress block and reinforcing. row 30
Bar Size # in American nomenclature, bar size is given
Length 35:5 ft length of joist as a number which equates to 8 th's of an
t 8.0 in thickness of slab inch hence, a #6 bar is 6/8 inch = 3/4”
c 100 in spacing of joists
flange .0 logic 0 = no flanges, 1 = spandrel, 2 = T beam f„ ultimate tensile stren-.'h of reinforcing. kfin
f, ultimate compression strength of concrete,
k/in
I, 4242 in
I cracked 574 in' American Concrete Institute row 40
I. 4242 in htto:// www.acl- int.oro/oeneral/home.aso
E 0.00507 unitless allowable tension reinforcing strain
0.00400 minimum strain allowed
P.m — Minimum Reinforcement in Flexural Members I width
A min 1 0.39 in 3 dF H _ d 02 ACI 10.5.1 (10-3) rf
3 *4 3'1000 '12.0'12.0/60/1000 `T�
-A8 row 50
A min 2 0.48 in 200 * w' d /f /1000 02 ACI 10.5.1 d
200 12.0 12.0 /60 /1000
A logic 1 logic MAX(0.48, 0.39) s 0.62 A
When the area of tension reinforcing steel is less than +A Figure 32 -2 Beam cross - section.
minimum, the amount of reinforcing provided must be increased by
1/3 beyond that needed for tensile reinforcement. 02 ACI 10.5.3
When the beam is stressed to 75% and row 60
+A, = 1.33 x A, provided, the minimum requirements of - A negative reinforcing - usually the top steel,
reinforcement have been met. in
+A positive reinforcing - usually the bottom steel,
For Seismic Resistance in2
A min 0.48 in 200' b, • d / f, ACI 21.3.2
200 ' 12 ' 12.0 /60 /1000
row 70
r 1,w. 1 ' JOAN N
uminum detail added to - -• -;
1 experience the creativity
New pylon sign to replace existing, with sign stucco • Tigard Plaza LC
frame to resemble building fascia in color and shape. • p • • & 2C' NF H: 99
✓ancouwr, "VA 92 X65
TIGARD PLAZA 10" x 5" Channel letters with bronze !'
returns and trim, open face illuminated with seafoam neon. �� — Jbcrc WO - &1 0. Brown
360 X8192
CABINETS: Two (2)10'x all aluminum extruded cabinets JOANN
with white Learn i blycarbonate faces JOANN logo to be
from translucent vinyl per company color specs. experience the creativity - L____
Tenant section with individual divider bars and indMdual
removable panels. All current unarms names included TENANT TENANT
a d e eteermineed. Ad itionalttenantstobe TENANT TENANT .... CLIENTAPPROVAL
usual and c u s t o m a r y c o s t . C a b i n e t p a i n t e d to m a t c h TENANT TENANT
company colors and logo. Estimate/ pipe size is e , final
be to be determined by structural engineer specs TENANT TENANT esbe�ec
Cabinets to be inset on front and back sides to retainers,
approx. 71/2. with 1 V2" extending beyond frame surface. TENANT TENANT "°°'° `'"a
Cabinets bolted to steel pip` with removable retainer to TENANT TENA
change out tenant names Internal illumination with
800 ma. fluorescent lamps Electricity to be pulled to TENANT TENANT :. P
ENANT t OSP
sign site by owner. '
POLE COVER: All aluminum pole cover. B ' Pie
color to be determined. -
Those plan are me a dusin property d
g,,,,,,-.:„. SgrQa* IJe id Maatisinp, lit ad the tenth , :. - Wood and aluminum frame d me arip ad work of ib errptoyee ` Thy era subsided
to row them lQ the sole pupae of your comideration
Stucco finish to match but- , - of whether to purchase mew don ar to pwdew km
. color to be determined Si�erae Boniest Advertising zee a sign maae.meea
i _ - = ' ' � ' b, : aaad'np to these pans. Distribution or a uiIDn d these
Aluminum detail of tee plan too combust a sign a a to or
.K ..... - . ; b the anent addition 000a; *graft Electrical knitting LLG
_ ®® Aluminum • pole cover with - , �. eke* to be ramhased i9oUDO for time rd effort Ti + oamrq
' . ' ,• ,. these Pam
O—
t 1� t ' `u
, �k , , ., color
(,•
r� ! . ' , , I, �to bedetermined.
/ ,' finish to match building .
M
;Ss n�
I Ohs and /anYtlai par Eeyt epeifkarfan 0. ON
`. � rO.raeayrpwu>ry now -r
C Y " O " E
r II Z .o U
TOTAL 50. FT. 5IGNCABINETS: r . M
TOTAL 50 FT CHANNEL Lt i l tR5:13 ;IV -•–
TOTAL 50. FT. OF ENTIRE STRUCTURE: 204.& - 4 , how) a
HEIGHT FROM GRADE: 22" ) . : c P g g6
2.2 co
P 1
_f b.
cri � o
CP 1 Jr i f e
w �C'cd
Double Faced Illuminated Pylon Sign 0 10 pr e . 2 u
0
a, .
1
9'5"
luminum detail added to experience the creativity
New pylon sign to replace existing, with sign stucco \* Tigard Plaza LLC
frame to resemble building fascia in color and shape. : . 8320 NE Hi.y 99
r � ��► ✓ancowrr,VrA98565
TIGARD trim. 10" x 5" Channel letters with bronze U U �.,, r ry ' A '" Ja rSteiger / "ail ton C. Brown
returns annd d trim, open face illuminated with seafoam neon. t e ' " '"
360 566 - 8192
CABINETS: Two (2)10 x 95" all aluminum extruded cabinets X ::
with white Lexan fbbcarbonate faces JOANN logo to be® N
- . itt,,
from translucent vinyl per company color specs. ' expen ry
Tenant section with individual divider bars and individual — — —
removable panels. All current tenants names included I TENANT TENANT .
at time of installation. Color of tenant vinyl to be 1 - — i --
determined. Additional tenants to be added at I TENANT I TENANT CLIENTAPPROVAL
_ -__ -_- ? - . __... __ -. _._ -_. INCoJDES COLORS, SPELLR G s'TWORK
usual and customary cost. Cabinet painted to match r TENANT TENANT
company colors and logo. Estimated pipe size is 8", final —
size to be determined by structural engineer specs 1 TENANT r TENANT I cabinet
Cabinets to be inset on front and back sides to retaineret - - --
approx. 71/2 , t with 11/2" extending beyond frame surface. 1 TENANT TENANT 8 A o
Cabinets hotted to steel pipe. with removable retainers to r — . -- — — — -- —, _ -__, R lei
TENANT ' TENANT a: "`
change out tenant names Internal illumination with I 4
1 1 Please data ° t
�
800 ma. fluorescent lamps Electricity to be pulled to TENANT TENANT ' q
sign site by owner. �— R. -- :..--- 4..1 -.. �. — I ; v1
POLE COVER: All aluminum pole cover, 8 .3/4P ° P
color to be determined.
�__ - -::::::--1.----- = = "ti=7' Wood and aluminum frame with These plans th exclusive
SigMkaR Electrical Advertising, xcl s U.C. and Me result
of m or
the of its employees. They are submitted
to your Stucco finish to match buildi la, I company p,,, y «ro n axe r for the sole purpose of your consideration
color to be determined. SignCnfl Electrical Mvertrsine LLC. a sign manufactured
I — according to these porn. Distribution or exhibition of these
plans to anyone odes than memo of your company. or use
Aluminum detail of these plans to construct a similar sign is expressly forbidden.
' In the event ei ttibition accent. Signtraft Electrical Advertising lit.
' / 1 I I ' ' ; Aluminum pole cover with stucco /w expects to be reimbursed 190100 for time and effort in creating
Pois
J
. finish to match building facia, color ' plans.
r , I\ , i it ., 11 W J / . ' l i • . (, a i. 1 ll �, { / to be determined.
v OA " .I, . � if i . 1. I It it i ltI'n . . . .
M
rt l NOS
-1'i". EY r .. .., S J 'r; - .' a
ibled foundation per Figyraerepedflcatbm ON ON
ON ON
- Neer to etgrr poklad try TIger0 Phew
r
Oen o
TOTAL 50. FT. SIGN CABINETS: 95 _ J "P: c.' N
TOTAL 5Q. FT CHANNEL LETTERS: 13
TOTAL SQ. FT. OF ENTIRE STRUCTURE: 204.8 I w p
HEIGHT FROM GRADE: 22" v' `, [" id
a 0 U _
p s.. M
. —
} u = ,O Fa
3 1t� (�i\fiS101�1 ao 0 Double Faced illuminated Pylon Sign o a
ON