Plans UtS1(.31,1 SYtCIFILA I TUNS
r 0 FFI CE COPY RECEIVED Designed
2018 with.. OR amendments
signed Per ssc 2019
ASCE 7-16 ...A m.e,k,ewmtr,a w,..a.,.a..er
x ACI 318-14 uxw.,r4...ww...�own.a ,.....wiw.
I NOV 8
2021 ANSI/AISC 360-16 emk.i.w Luw,.il,.Naulwr.P
CITY OF TIGARU
- - I,. . - ��� . DESIGN LOADS
2 ti R L.E.O.HAL�
t� �� , %-�
COPY
Wind V= 110 mph
4 - BUILDING DIVISION Exposure C
2"PAN BACKER _.
Risk Cat. t I
Grnd.Snow Pg= 10 psf
.. `,..�:,.'/\� J HALO\ I,
SINCE 1956 vv
Milloti)1
II I_._ CLEAR 1!
BACKER n
4s1Aev -___suss ■ .._
LEDs
.,...1 _
,. _ ___
rv; __:_'-.,, .�- imar.-----r----- 2.:. ,-„,. =.. PLEX
- �-%,—w_ _ u^��"z- -. ,.. FACE
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4I L is R 4-! -r.-z.t i y PLEX BACK
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n
. � � ��t��f ICCOPY
I i ' SECTION
VIEWIN -- --
we+
liiiilliP
413SNG� A
CITY OF TIGARDC.. . wt.: REV# FOR CODE COMPLIANCE
SOUTH ELEVATION PHOTO NOT TO AN EXACT MEASURABLE SCALE Approved!
16'-O" I OTCz : [ j •
15'-3" BACKER pPcfmk Mt gi,,par) ) - Qo a-7y
J 17OKS" �, Pc-c, c'; c. f-iw f
Suite*,
7-1/2" SINCE 1956 \ • . $y11 Date: f'OZ� ,
- . THE ISSUANCE
F A
4ivigligy ! ! ' DOCUMENTS AND OTHFR
DATA SHALL NOT PREY I
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
ILLUMINATED BUILDING SIGN:
OF ERRORS. OSSC 105.4
- "JERSEY MIKE'S" IS INDIVIDUAL PLEX-FACED / HALO LETTERS WITH SILVER RETURNS AND TRIM CAP.
- LETTERS ARE MOUNTED OVER A METAL-FACED BACKER WITH 2" RETURNS. BACKER HAS HALO LIGHTING
ON LEFTAND RIGHT SIDES ONLY. "SINCE 1956"AND "SUBS"ARE ROUTED THROUGH METAL FACE
WITH FLAT PLEX BACKING AND LED ILLUMINATION. ���EO PRO/Fss
- MOUNTED DIRECTLY TO WALL WITH 1-1/2" SPACE FOR HALO LIGHTING. �c�`, �NGINEFq /O,L9
. - 92100PE r
SINCE 1956 ' 'B!'
GRRCTTSIGN DATE: 5 11 21 SCALE:38 =1-0" OREGON ENGINE RIN
ea 091•19ool9941191•FAXr3601Se36a46 SALE: JT '� SIGN STRL 1LKr: or•Icssloti:�Ls
W W W.GARRETTSIGN.CGM 11705 SW PACIFIC HWY. SUITE X TIGARD, OR 97223 DESIGN #:JERSEYmikeT/G_bula REDRAW# v'RCH 1ej �'�G.� 2399 A-2 NJ-34
APPROVES THIS SUBMITTED DESIGN AND IT FULLY MEETS OUR SIGN CRITERIA.IF THE THIS ORIGINAL ARTWORK IS THE PROPERTY OF 9F MUR°O NASQUA 08736
SIGNS ARE RENTALS THEY ARE RECOGNIZED AS THE PROPERTY OF GARRETT SIGN.ACCESS TO THE PROPERTY FOR REMOVAL OF THE GARRETT SIGN.BY ACCEPTING THIS COPY YOU
SIGNS WILL BE ALLOWED WITHOUT DELAY.THE LANDLORD WILL NOT LEAN OR ATTACH ANY CLAIM,CONSIDERED ABANDONED AGREE TO PAY FOR ALL COSTS OF IT'S DEVELOPMENT 570- 0
OR ASSESSED ANY FEES AGAINST RENTAL SIGNS.THE TERMS OF THIS APPROVAL WILL TRANSFER TO FUTURE PROPERTY OWNERS. IF USED WITHOUT WRITTEN AUTHORIZATION
PRINT LANDLORD ACCEPTED
NAME SIGNATURE 6 DATE 6Y 6 DATE EXPIRES: 12/31/2022 11/8/2021
Jere Murdoch,PE
Professional Engineer
OR PE Lic.#92100PE
Ut0 bN SPEUHILAI IONS
IBC 2018 with OR amendments
Engineer's Note: p.x•..'ee.MC2619
ASCE 7-16 xsw.:...c ae tisris.ewmra.e�..s”..,..n
METHOD OF ATTACHMENT ' For mounting to solid wood blocking, provide 3/8"x4" Lag
ACI 318-14 ewa..sw...aw.m..,.W r...-,,. rs..:.«.
Bolts into 2"wood embedment w/ 1/2"Sch.40 non ANSVAISC 360-16...r..«ate.,4ak.elRAIL,
corrosive spacers over connections thru EIFS
• For mounting to solid filled CMU or brick masonry, provide DESIGN LOADS
Wd
3/8"x4" DeWALT Screw-Bolt+embd. 3-1/4" Expo v= 110 mph
Expo C
• Provide mounting clips across top&bottom @ max. 3-0' Risk Cat. It
O.C.,with clips bolted to signage w/3/8"316 SS Bolts Grnd.Snow Pe= to psf
3/8" F STYLE
TAP BOLT 1-1/2" x 1-1/2" x 3/16" Height of top h = 15 ft
1-1/2" x 1-1/2" x 3/16" ALUMINUM ANGLE Vertical dimension(for wall.s=i, s = C ft
,
Horizontal dimension B - 16 ft
ALUMINUM ANGLE 7- DESIGN SUMMARY
: . .` - SEE NOTE Max horizontal wind pressure p = 51 psf
'N `_ f Max total horizontal force at centroid of base F = 2 76 kips
3/8n BOLT .I ♦ �_=".- Max bending moment at centroid of base M = 34.53 ft-kips
Max torsion at centroid of base T = 5.21 ft-kips
��
� ANALYSIS
` ,''' . Velocity pressure
{ qn=0.00256 Kh K.Kd Va I = 22.38 psf
where qh=velocity pressure at mean roof height,h.(Eq.29.3-1 page 307&Eq.30.3-1 page 316)
A n Kh=velocity pressure exposure coefficient evaluated at height,h,crab 29.3-1..pg 310) 0.85
-wind directionality factor.(Tab 26 6-1.for building,_ �.�' K.- rig.page 250) = 0.85
„„ .w 4 h=height of top - 15.00 ft
Wind Force Case A:resultant force though the geometric center (Sec 29,4.1&Fig.29.1-1)
F=pAS
vr. TOTAL SIGN WEIGHT =
M=F(h-O.fis)for sign,F{0.66h)for waft 20.3 lops
0.35 ft-kips
180 LBS T= = 0.00 ft-kips
s,.
where G=gust effect factor.(Sec.6.5.8,page 26). = 0.85
y, A - G=net force coefficient(Fig.6-20,page 73) 1.78
} As=Bs = 80.0 ft`
.-'
' ;." / CONNECTION CALCULATIONS CONNECTION CALCULATIONS
z `' r - `<, � - - Wino Pressure 20pstd uL V=110 sLV=85mph Wind Pressure 20p5f@uL v=11D 5LY=85mph
- '"/ RisY,Category= II Risk Category= II
` /// wind Load®TOS 1511=1628 1bs(Max.) Wind Load&TOS 158.=1629 Ibs(Max.)
-per Check Connection at Building Walt Check Connection et Building Wall
Maxtrrwm tension force on top fasteners Maximum tension force on top fasteners
;, am. / It0:1628012.50n.0180.Oy(0.386),(5.00)`sF1,0=827.69(Actual (i((1628)K12.50t•1t18QDy(0.3epy(S.DOp5F1.0=e27.69(Actual�2759)
''� s^'�" iatat Fasteners=(2 Rows:3 Fasteners),6.D0 Total Total Fasteners=(2 Rows x 1 Fasteners)=2.00 Total
).',°'c))„..,' Allowable tension: Allowable tension:
2G'>4'Lag Bolt emhd.2 into solid wood blocking 3(8'x4'DeWALT Screw-Gott+embd.3-114-into solid filled masonry
{'"'1 �e/'� cilowable Perfastener(Tension=360.0 1 Shear=500) Allowable Per•'Fastener(Tension=1855.0/Shear=1580)
'- ,.,a°"` ^. .,.-,+'" Actual Tension=828 Ids.<1080.0 lbs.Allowa hie =OK Actual Tension=828 los.<1855.0 lbs Rlowable -OK
/ Actual Per•Fastener Shear=50<5001bs.Allowable PE Analysis: -OK Actual PerCastener Shear=15D<15801D5Allowable
Anal =OK
wis:
„» 'Whited Load 0.8316ips<1.08kips Fastener Total=0.251Gps Applied Load 0.83kips<1.861ops Fastener Total=1.03Kips
v / Sttrtrnum Fasteners t8 Top Edge=(3)x(2)Rows=(8) Minimum Fasteners CO Top Edge=(1)x(2)Rows=(2)
r"7 f
Qtl ; ,
DATE: 10/13/2021
JOB NAME & # : Jersey Mike's - Tigard, OR S��, GP E�Fss,
`r 92100PE 1-
DESIGN #: JERSEYmikeTIG_!Dui a
MURDOC
i OREGON EN RIN
'^ SRN ST RUETNE OkEsSIDNALS
+! v� RCy 15 ZOG`2` 2399 A-2 NJ-34
•
liAR R E T T SIGN 9F 15 NASQUA 08736
A eisei,
811 HARNEY STREET VANCOUVER, WA 98660 570 0
EXPIRES:
(360)693-9081 • 0O)994-1 191 • FAX(360)693-5948 12 31 2022 / 11/8/2021
[8 / /
WWW . GARRETTSIGN . COM Jere Murdoch,PE
Professional Engineer
OR PE Lic #92100PE
OFFICE COY RECEIVED
'
, P t' atJX:f- { ' Ar�
«f M a , � r f i t GITY OF 2 D
t
3 m. G :,
ON
2"PAN BACKER ,
dr:
/ HALO
1 4
4SINCE 1956 v't�: �, I ,;
kir), Z. L1 CLEAR 1'
BACKER -
SUBS
LEDs
I
FLEX I
FACE
k. s : ,,r,,'' .411 k '' ' , '„•-, ,, -
k
t fl �_
�I 7 / :S P �J y} �T
"^ .A , i ��a. Sk ,. 1^I dPflf�87 PLEX BACK i d
E TLE
a�
/64 r TA,,-,�� a s - "tr.t° ' t F'e _ ® 7"-,lam" `P 3„ 2
._,.#1' ' / 4', \ ,' - - P �,.I, � . ur+ SECTION
1 ,� c t VIEW
._ � _
SOUTH ELEVATION PHOTO NOT TO AN EXACT MEASURABLE SCALE
- 16'-0"
I
15'-3" BACKER
-1/2" SINCE 1956
o =
in �
0145441 I
SUBS
ILLUMINATED BUILDING SIGN:
- "JERSEY MIKE'S" IS INDIVIDUAL PLEX-FACED/ HALO LETTERS WITH SILVER RETURNS AND TRIM CAP.
- LETTERS ARE MOUNTED OVER A METAL-FACED BACKER WITH 2" RETURNS. BACKER HAS HALO LIGHTING
ON LEFTAND RIGHT SIDES ONLY. "SINCE 1956"AND "SUBS"ARE ROUTED THROUGH METAL FACE
WITH FLAT PLEX BACKING AND LED ILLUMINATION.
- MOUNTED DIRECTLY TO WALL WITH 1-1/2" SPACE FOR HALO LIGHTING.
SINCE 1956Mika
GARRETT SIGNJe'v6e9 DATE: 5/11/21 SCALE:3/8"=1'-0" DPW: Gc
r3eoi,,oe EY� SUBS SALE: JT
raaol STREET �nk rae96660 asa<e
W W W.GARRETTSIGN.COM 11705 SW PACIFIC HWY.SUITE X TIGARD,OR 97223 DESIGN#:JERSEYmikeTIG_bul a REDRAW#
APPROVES THIS SUBMITTED DESIGN AND IT FULLY MEETS OUR SIGN CRITERIA.IF THE THIS ORIGINAL ARTWORK IS THE PROPERTY OF
SIGNS ARE RENTALS THEY ARE RECOGNIZED AS THE PROPERTY OF GARRETT SIGN.ACCESS TO THE PROPERTY FOR REMOVAL OF THE GARREii SIGN.BY ACCEPTING THIS COPY YOU
SIGNS WILL BE ALLOWED WITHOUT DELAY.THE LANDLORD WILL NOT LEAN OR ATTACH ANY CLAIM,CONSIDERED ABANDONED AGREE TO PAY FOR ALL COSTS OF IT'S DEVELOPMENT
OR ASSESSED ANY FEES AGAINST RENTAL SIGNS.THE TERMS OF THIS APPROVAL WILL TRANSFER TO FUTURE PROPERTY OWNERS. IF USED WITHOUT WRITTEN AUTHORIZATION
PRINT LANDLORD ACCEPTED
NAME SIGNATURE&DATE BR&DATE
8'-0" X 16'-0" SINGLE FACED
ILLUMINATED WALL SIGN
SINCE 1956
10)
in
co
, • , /
ik
Wag
SUBS
a
•
Lo
P
t --h:1
Lo
C)
r
V V
30 ft
DATE: 10/07/2021 SCALE: 3/16"= 1'-0" DRW: 0 a 0
GARRCTT SIGNjjtii
M,ke6
DT •
4 �
PLAN: ELEVATION ELEVATION: South :__
81 1 HARNEY STREET VANCOUVER,WA 98660 42)16124 SUBS --_...___
(360)693-9081• [800J 994-1191•FAX(360)693-5948 • _•O
• W W W.G A R R E T T S I G N.C O M 11705 SW PACIFIC HWY.TIGARD,OR 97223 DESIGN#: JERSEYmikeTIG_bu1 a REDRAW: ❑ ••J 1`
,. r'- c.^.u--�-x_.-^;. ..a:,w,---s... _. ..;•: _ 's,-•zu-,.-:.;a.-...a.,•.y�,.- .-.:-..,..:--a..- ......r„aer.�.i�
METHOD OF ATTACHMENT
3/8" F STYLE
TAP BOLT 1-1/2" x 1-1/2" x 3/16"
1-1/2" x 1-1/2" x 3/16" ALUMINUM ANGLE
ALUMINUM ANGLE 1/2" x 2"
LAG & SHIELD
3/8" BOLT
TOTAL SIGN WEIGHT
180 LBS
;.
8"
DATE: 10/13/2021
JOB NAME & # : Jersey Mike's - Tigard, OR
DESIGN #: JERSEYmikeTIG bu1a
GARRETT SIGN
617 HARNEY STREET VANCOUVER, WA 98660
[360]693-9087 • (800)994-7 191• FAX(360]693-5948
WWW. GARRETTSIGN . COM
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