Plans 46'-0" 0
SECURITY
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STATION PET SUPPLIES taTA"
PROJECT MANAGER
.__ ..._._ Dyi.n Martin
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Elwatlon
O ELEVATION REVISIONS
NO REMOVAL OR PATCHING REQUIRED 0 NA
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�. V L J 0 �1 Client Signature
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K g ea \ 1 O O Landlord Signature
n O b Z DATE 4/22/15
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C•14 DRAWING A
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15'-101/2" O
8" SECURITY
S. 090 2'-4" 5'-0" 8'-6Y" SIGNS
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2.92 Sq.Ft. 10.68 Sq.Ft. W�74
THE STATION ET SUPPLIES PROJECT MANAGER
Dyer,Martin
DESIGNER
A,Rossi
Oversized face PROJECT NAME rn
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O WALL DISPLAY —34.64 Sq.Ft. r
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Wall Display
Face lit. Colon PAGE DESCRIPTION
Manufacture and install one(1)wall display. wall Display
Clear Polycarb
REVISIONS
Cabinet Displays—'The'&'Station Pet Supplies' ■ PTM PMS 281c Dark Blue
Construction:Fabricated 2"aluminum angle frame,5"deep. ANA
Cabinet Color:Paint to match PMS 281c Dark Blue. PTM PMS 299c Blue/Digital Print
Retainer:2",painted to match cabinet. 3M 230-20 White
Faces: .090 Aluminum oversized faces(at ends)painted to match PMS 281c Dark Blue.
Faces to be routed and backed with 1/2"push thru clear acrylic,3M 230-20 White vinyl and
digitally printed 3M vinyl applied to first surface,diffuser vinyl applied to second surface. , PTM PMS 281c Dark Blue&PMS 299c Blue
Illumination:White LED's
Channel Wrap—'Filling'
Faces:.177 White Acrylic with applied digitally printed Blue vinyl.
Trim Cap:1"Jewelite painted to match PMS 299c Blue. :• Mr =
Returns:.040 Aluminum,8"Deep,to match PMS 299c Blue. . 01 Gre,
Backs:.063 Aluminum,pre-coat white.
Illumination:White LED's ▪ ":..::. «
Installation APPROVALS
Wall Type: Dryvit over plywood and studs.
Mounting:Flush mount with 3/8"toggle bolts or appropriate hardware. Client Signature
Power Supplies:Remote mount. Landlord Signature
Primary:One dedicated 120v/20amp circuit required.
DATE 4/22/15
PAGE R: 2 of 3
DRAWING s:
15-ar258p
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L SIGNS
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#5 - Cartridge World / 32s` u: '
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#4 - Jet Set Coffee/ 24.61sf .;\ #6 -too cute / 30sf '! 11, + �;
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#3 Image Nails Salon/30sf _ f' � '. #7 - gentle dental / 35sf PROJECT MANAGER
.T Dylan Martin
,� v ,1 , v �I DESIGNER
� ..a - f a A.Rossi
#2 - Bellagios Pizza / 30sf ,,. #8 - Nimbus Cleaners/ 30sf
�., ty, _ Cy. PROJECT NAME
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#1 - Miller Paint / 35sfp <. y%' W \,. ,. #9 -Shiraz Grill/ 25sf
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, ' .: PAGE DESCRIPTION
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Site Plan
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APPROVALS
. i Client Signature
Landlord Signature
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. Google earth DATE:4/22/15
0 I vas Imagery Date:7;14/2014 45'2647.89•'N 122 047'24.16"W elev 167 ft eye alt 1303 tt PAGE e' 3 of 3
DRAWING•.
15-ar258p
WIND LOADING ANALYSIS -Wall Components and Cladding
Scope of work is for the deisgn of the connection of the wall sign to the existing structure only.
Input Data:
ASCE 7-10
Wind Speed,V= 120.00 mph
Bldg.Classification= II (Table 1-1 Occupancy Category)
Exposure Category= B B
Ridge Height,hr= 25.00 ft.(hr>=he)
Eave Height,he= 25.00 ft.(he<=hr)
Building Width= 80.00 ft.(Normal to Building Ridge)
Building Length= 400.00 ft.(Parallel to Building Ridge) I �
Roof Type= Monoslope (Gable or Monoslope) h I
Topo.Factor, Kzt= 1.00 Plan
Direct.Factor,Kd= 0.85
Enclosed?(Y/N) Y
Hurricane Region? N
Effective Area.Ae= 10 ft2 (Area Tributary to C&C)
Resulting Parameters and Coefficients:
Angle,0= 0.00 deg. * O Ohl
Mean Roof Ht.,h= 25.00 ft.(h=he,for roof angle<=10 deg.) Elevation
Wall External Pressure Coefficients,GCp:
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99 , QED PRoi
GCp Zone 5 Neg.= -1.26 �S G I N E ../Z2
-<4
If z<= 15 then: Kz=2.01*(15/zg)^(2/u), If z>15 then: Kz=2.01*(z/zg)^(2/u) 4`' 72525PE
= 7.00 (Note:z not<30'for Exp.B,Case 1)
zg= 1200 j
Kh= 0.70 .(Kh=Kz evaluated at z=h) .�! '. o ,\
9 ti�
Velocity Pressure: 'plc 08 �QQ
qh= 13.17 psf qh=0.00256*Kh*Kzt*Kd*V^2*0.6 (qz evaluated at z=h) OSEPB 14`��
Wall Pressure for Anchor Design (allowable)
Design Net External Wind Pressures:
F= 13 oa psf EXPIRES: 12-31-2016
Sign Dead Load= 4 00 psf(max)
Fastener Capacities.
Tc= 195 lb
Vc= 140 lb
offset= in
o.d.of spacer= in
Max trib.area= 10.48 ft2 = 1/(((-13.04*-1)/1951b+4/1401b)
Provide 0.375"dia.toggle bolt for every 10.48 sgft.of trib.
3/8" DIA. POWERS
x TOGGLE BOLT 3'-9"
O.C. TOP AND
x x BOTTOM
WALL SIGN ANCHORAGE
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S uixe Hundr Project Name Project#
P 4 13 'i "d
Filling Station Wall Sign- 150463
ui a One un red Project Name Project#
Portland,OR 97219 Location
Location 10115 SW Nimbus, Tigard, Oregon
MIL R Client
I Phone 503.246.1250 Client Security Signs
c lk I d 04/23/2015
F 503. 4 G
, 2550 BY Ck'd Date Page
E Ash biIETd G "RaXb ass By EDA Ck'd Date 04/23/2015 Page 1 of 3
ENGINEERS wwwmillorc000m
GENERAL
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK
NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS.
SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE
CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE
BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR
HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE
COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL
SAFETY REGULATIONS DURING CONSTRUCTION.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS
OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR
CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND
RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS
AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE
PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY
MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR
IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH
SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE
PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE
PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE
USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED
HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE
STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE.
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE
PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING
AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS.
EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS.
CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF
RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE
DRAWINGS.
BUILDING CODE
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE,
BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS
NOTED OTHERWISE.
PROFes�/o
72525PE
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OSEPH 14P�Q
EXPIRES: 12-31-2016
' 9570 SW Barbur Blvd Filling Station Wall Sign 150463
. Suite One Hundred Project Name Project#
Portland,OR 97219
Location 10115 SW Nimbus, Tigard, Oregon
MILLER Client Security Signs
Phone 503.246 1250
CONSULTING Fax 503.246 1395 By EDA Ck'd C'-1114 Date 04/23/2015 Page 2 of 3
www miller-se corn
ENGINEERS
DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS:
STRUCTURAL DESIGN CRITERIA
RISK CATEGORY II
WIND DESIGN DATA
BASIC WIND SPEED (3 SEC GUST) 120 MPH
, EXPOSURE _ B
ALUMINUM
ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM
FILLER ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO
PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.2. WELD
LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL
BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT
SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE
FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO
RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH
ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER
TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.
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72525PE A
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S OSEPH '
EXPIRES: 12-31-2016
9570 SW Barber Blvd Filling Station Wall Sign _ 150463
Suite One Hundred Project Name Project#
Portland,OR 97219
Location 10115 SW Nimbus, Tigard, Oregon
MILLER Client Security Signs
Phone 503.246.1250
CONSULTING Fax 503.246 1395 By EDA Ck'd WI ! Date 04/23/2015 5 Page 3 of 3
ENGINEERS wwwmiller-se.com