Plans (41) } .. SIGN E - D/F ILLUMINATED PYLON SIGN - QTY 1 12'-6" + r-o" }
•
SQUARE FOOTAGE: 69.79
156"MATERIAL SIZE
•
150"CABINET
146"VISIBLE OPENING • "'
T r• fis
, ATU RAS
t
•
' I—
r-
I IGROCERS
, _
,.._
H W "�, 'i, F't1,6r'i..J RAL... est 1955 by VITAMIN COTTAGE
M
E Q p
CC - W
„ `� m
RECEIVED
N
CRr
,..
Cei
CO
est.1955 by VITAMIN COTTAGE OCT 2 9 2 018
�;i BIRD
_ 3UILDING DIVISION
FLEX FACE LAYOUT 2'-0" o
SCALE:3/8"=1'-0" #
OFFICE COPY
b 8"SCHED.40 PIPE
(8-5/8"ACTUAL 0.D.)
CITY OF TIGARD
REVI ry« D FOR CODE COMPLIANCE
Approved: ``
-' '
OTC: I
Permit#: (2,f r ..e-1,)R-- nc- an 9
Address: j2j L.c---_ Pct ;...c--; G44,,
Suite#: q
By: a Date: 1c s a--Z,c, --9 Q
- 8"SCHED.40 PIPE
(8-5/8"ACTUAL O.D.)
SPECIFICATIONS COLORS/FINISHES
1. ALUMINUM CABINET PAINTED P-1 F1 DP-1 DIGITALLY PRINTED FLEX FACES
2. 2"ALUMINUM JR RETRO RETAINERS PAINTED P-1 _ P-1 MP TO MATCH PMS 7734 C
3. DIGITALLY PRINTED FLEX FACE ON 3M VINYL SUBSTRATE P-2 MP BLACK
4. INTERNALLY LIT WITH SLOAN WHITE LEDS
5. 8"SCHEDULE 40 PIPE PAINTED P-2 t
FOOTING DETAIL
SCALE:3/8"=1-0" FRONT VIEW
SCALE:3/8"= 1,-0" QTY: 1 SIGN
REV I DATE I BY I DESCRIPTION CLIENT APPROVAL DATE SHEET NUMBER
JOB#:234539-R3 NATURAL GROCERS
1.J O N ES SIGN3 09.04.18 AR REVISE STORE HOURS F1 $6T'I.JRl$ PlI.DATE.0821.18 9 10.25.19 TDLANDLORDAPPROVAL DATE13125 SW PACIFIC HWY
Your Vision.Accomplished. DESIGNER Taylor Dekker TIGARD,OR 972239 Re 0
SALES REP Jason Poland .
k
WWW.JONESSIGN.COM ac k .
i I':r; Taelor Gordon (�(' 'PROVED
...`.. By Dernoore.t 11 26 err CONCEPTUAL
This is an original,unpublished drawing by Jones Sign Co.,Inc.It is for your personal use in conjunction with a project being planned for you by JONES SIGN.It is not to be shown to anyone outside of your organization,nor is it to be used,reproduced,copied or exhibited in any fashion.Use of this design or the salient elements of this design in any sign done by any other company,without the express written permission of
JONES SIGN,is forbidden by law and carries a civil forfeiture of up to 25%of the purchase price of the sign.JONES SIGN will endeavor to closely match colors,including PMS,where specified.We cannot guarantee exact matches due to varying compatibility of surface materials and paints used.All sizes and dimensions are illustrated for client's conception of project and are not to be understood as being exact size or exact scale.
Sign Design Based on 2014 OSSC
1
-_ -__._._..._ Job# JTS_206216 ii r
— t_-
1a — 1 ._
I Project NaturalGrocers- on E �
I- ® Job Location 13125 SW Paclftc HW.
TYP.
Tigard,CR I
III I. j �il # I� 'ai7
° 5'-1D' SIGN -pmi INPUT DATA � 1__,_ - -Mil I ,1f s
CABINET ® Exposure category(B,C or D) I _ C !t 1131 >N
mil 1 1/4" 'r71 Risk Category ( �, i = II 1pr=
Nominal Design wind speed t Vial - i 110 mph
Nil Topographic factor I Milli' = 1 iFlat
7YP,
�I/'va"r Height of the sign I I I h = 20 ft
A .Vertical dimension(for wall,s=h) s = °6.754 ft
Horizontal dimension i B. _ `12.83 ft _
I Dimension of return corner , I
— in._v ST'D.STEEL PIPE ]
20-0" ANALYSIS i r 1
O 1`I a iVelocitYQressureI
qh=0.00256KhK„lid V2 = 3 23.70 psfj. i
III CABINET where I
PURLINS
10”0.,t=0.365 TYP. qn=velocity pressure at height h.(Eq.29.3-1,page 249) I
14'-2" Kh=velocity pressure e,posure coefficient , _ = 0,90
ST'D.STEEL PIPE
(evaluated at height above ground level,h (Tab.29.3-1, pg 251)
NOTE:SPECIAL INSPECTION REQUIRED FOR FIELD WELDS -: �._.�.
31Ca=wind directionality factor.(Tab.26.6-1, page 194) 1 1,'
( = 0.86
1 i 1
OCONNECTION DETAILN.T.S. Wind Force Case A:resultant force though the geometric center jSec.29.4.18.Fig.29.4-1)
{2 PLACES) Max horizontal winds
resure= C
P � P=9h Gr= j = x35.9 psf
where:G=gust effect factor.(Sec.28.9,page 198). I = 0.85
4Cr=net force coefficient.(Fig.29.4-1,page 252) L 1.78
'A,=Bs=the gross area i = 86.7 'fi2
i
4
Estimated sign weight = r 520 Lbs
\f\� `a \ . %\/\\ . DESIGN SUMMARY i I
t „Xf) . Allowable Stress Design Wind Factor= 0.6
\ • )N4I S Design Wind Pressure= ' 0.6 x p= �21.54psi
Design Windforce,F = ' 21.54 x As= 1.866 kips
I i
y i Moment Arm= 15.72 ft
<' Design Moment =F x moment arm: v29.34Ikip-rt
s'-7” , Footing Design(lJonconstrained
CONSOLIDATED #
Diameter= S 2 00IFT .
CONC f c=2500 psi --- __... ..._ _..
Soil Pressure= 100 OO PSF/FT
S1=' 637 33 PSF I
A= ( 3.43,'FT "
1'-0" ` EMBED.= j 9 56 FT 4
r i ; _._
I 24 in. Dia.I Depth= 19'-7"
--24"OH
i -_ I f
Pole Design ISt'd.Steel Pipe
ELEVATION Sec.Mod.Req'd. USE IA53 Grade B
N.T.S. S= :16.77 I 10"Dia.,t=0.365 S=28.10
iteD PRO — NOTES :
g ` e GENERAL: STEEL: WELDING:
/u, / ► CONCRETE
• SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2014 OSSC STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318 14
• PROVIDE ISOLATION OF DISSIMILAR MATERIALS. •• PLATE,ANGLE,CHANNEL TEE,AND 110E FLANGE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS 1)1.1.
-iiiiiw- \A
L J COMPRESSIVE STRENGTH AT 28 DAYS.f'c=2500 PSI
1"9�� � • ROUND PIPE:ASTM A53 GRADE B OR EQUIVALENT. • AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS.
COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. - HSS ROUND,SQUARE.AND RECTANGULAR TUBE: ASTM A500 GRADE B • E70 XX ELECTRODE FOR SMAW PROCESS. MINIMUM.
' THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. OR EQUIVALENT • E7OS XX ELECTRODE FOR GMAW PROCESS. • CEMENT TYPE II OR IV.W/C RATIO 0.45 BY WEIGHT FOR
(1•` OREGON J PIER AND CAISSON FOOTINGS
\ /// - PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF • ALL ANCHORS BOLTS SHOULD BE:ASTM F1554 • ER7 XX ELECTRODE FOR GTAW PROCESS. • CONCRETE MUST BE POURED AGAINST UNDISTURBED
STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. • ALL STEEL MACHINED BOLTS SHOULD BE:ASTM A307 • E7OT XX ELECTRODE FOR FCAW PROCESS.
EAR\'.A®\\ �O 41 ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE:ASTM F593 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE TM
/...III= SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS MAINTAIN A MINIMUM 3"CONCRETE COVER OVER ALL
ZINC COATED(HOT DIPPED)PER:ASTM A153 OR F2329 WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF EMBEDDED STEEL.
��S,�jAO� BEARING TYPE CONNECTION REINFORCING REBAR:ASTM A615 GRADE 2OFT-LB AT ZERO 0°AS DETERMINED BY THE APPROPRIATE AWS A5
�^ 60 DEFORMED BARS CLASSIFICATION TEST METHOD OR MFG'S_CERTIFICATION. SOIL:
EXPIRES: (o"gap-k� i�, ANCHORS: ALUMINUM: ALUMINUM
Cz0\N • BRAND NAME APPROVED POST INSTALLED ANCHORS DESIGN AND FABRICATION ACCORDING TO 2015 ALUM.DESIGN MANUAL DESIGN AND FABRICATION ACCORDING TO AWS 01.2. ((00 F OIL BEARING PER IBC CLASS 5 TABLE 1806.2
r\ SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED • PLATES,ANGLES.CHANNELS,TEE,AND SQUARE TUBING:ALUMINUM ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10.
EQUAL. ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH. FILLER ALLOYS PER TABLES M.9.1&M.9.2 OF 2015 ALUMINUM DESIGN MANUAL.
www.yjinc.com SHEET TITLE: DRN BY: J.J. DATE LAST REVISED: Oct 16,2018 REV.NO. REV.DATE REVISED BY PROJECT JOB If:JTS_206218_Natural Grocers_Pylon_SW Pacific Hwy_Tigard OR.dwg
\ P.O.BOX 802050 . 1r jgj�" ] O CHK 8Y: T.J PROD.START DATE: Oct 15,2018 1 -J-/- - PROJECT LOCATION: NATURAL GROCERS SHEET#
'.\'`4;. SANTA CLARITA,CA.91380 PYLON! REV BY: T.J. SCALE AS SHOWN 2 y_ _
13125D, PACIFIC HWY.
TEL(681)259-0700 FAX.(661)259-0900 TIGARD,OR 1 1
plotted by:Nikko on 10.16.2018 r,•0 4:41 PM 3 -14- - OF