Plans •
ick l). CV 6, cecry r
7L-/t-/0 ✓-„, 1 �,Ni -zIG4s:
1. SCOPE OF WORK IS FOR THE
DESIGN OF THE CONNECTION OF
THE WALL SIGN TO THE EXISTING
STRUCTURE.. ALL INFORMATION
ON THE EXISTING ELEMENTS HAS
BEEN PROVIDED BY THE CLIENT.
2. SEE FOLLOWING PAGES FOR
STRUCTURAL NOTES.
20'-61/2”
•
(N)WALL SIGN, SEE DETAIL 2 FOR CONNECTIONS
.,, PORTlAND„,
COMPRESSOR
., .., „,.,, ,
, _
® SIGN ELEVATION
9”
1
c,,R,tD PROF
Fss
(E) 20 GA. FRAMING TYP. -C G 1 N F F /O
" 725 PE -P al
1 1I/ 1
�
,.•N o
(N)WALL
✓^sIGN 4l<c,�R y 00 ,Neg rt.
1OSEPH -
EXPIRES:12-31-2016
1.5x1.5x,125 ALUM.
ANGLE TOP AND ROT.
1/4"DIA. S.S.
SELF DRILLING
SCREWS A7 12"
_..,./Z
O.C. TYP.
0 SIGN PROFILE
Art 9570 SW Barbur Blvd Project Name Portland Compressor Wall Sign 161311
Suite One Hundred Project#
Portland,OR 97219 7440 SW Bonita Road, Tigard, Oregon
Location
Client Security Signs
MILLER Phone 503.246,1250
CONSULTING Fax 503.246.1395 EWA ell 1 0/1 9/16 S1 of 3
www.miller-se,corn By Ck'd Date
'ENGINEERS Page
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.
SPECIAL INSPECTION OF WELDS AND POST INSTALLED ANCHORS ARE TO BE PROVIDED BY A SPECIAL INSPECTION
AGENCY AS REQUIRED BY THE BUILDING OFFICIAL FOR ELEMENTS OF THE PROJECT THAT DO NOT MEET THE
APPROVAL OF CONSTRUCTION OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION
(SECTION 1704.2, EXCEPTION 1).
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.
' DPROF(44 F,
G t N EF 42isii
441 725 PE
y
9�! 'R1' 0a iOQ'
JOSEPH MP`'O
EXPIRES:12-31-2016
Ars 9570 SW Barbur Blvd Project Name Portland Compressor Wall Sign 161311
Suite One Hundred Project#
Portland,OR 97219
Location 74on
40 SW Bonita Road, Ti ard, Ore g g
Client Security Signs
MILLER Phone 503.246.1250 pnA
CONSULTING Fax 503.246.1395 EWA Wrl 10/19/16 S2 of 3
ENGINEERS www.miller-se.com By Ck'd Date Page
•
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 ALUMINUM 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.
5� PRO,Fss
X725 PES 414
��F%RY pB ' �4-
JOSEPH '1's
EXPIRES:12-31-2016
9570 SW Barbur Blvd Project Name Portland Compressor Wall Sign 161311
Suite One Hundred Project#
APortland,OR 97219 Location 7440 SW Bonita Road, Tigard, Oregon
Client Security Signs
MILLER Phone 503.246.1250 p�A
CONSULTING Fax 503.246.1395 EWA WP1 10/19/16 S3 of 3
Page
By Ck'd Date
ENGINEERS
MILLER
c o N SU L T'N S
ENGINEERS
STRUCTURAL CALCULATIONS
Portland Compressor Wall Sign
7440 SW Bonita Road, Tigard, Oregon
Security Signs
October 19, 2016
Project No. 161311
2 pages
Principal Checked: L P
T
0 PRO,c-
G1NF
(4' 725 PEI' WS
! • 41 0,IF ti
ti
" OOP�
✓OSEPH Mph
EXPIRES:12-31-2016
*** LIMITATIONS ***
Miller Consulting Engineers, Inc. was retained in a limited capacity for this
project. This design is based upon information provided by the client, who
is solely responsible for accuracy of same. No responsibility and or liability
is assumed by or is to be assigned to the engineer for items beyond that
shown on these sheets.
Engineering Practical, Diverse Structural Solutions Since 4978
9570 S VV Barbur Blvd. Suite 100 Portland Oregon 97219-5412
Phone.(503)246-1250 Fax (503)246-1395 WWW Com
WALL SIGN DESIGN
Scope of work is for the design of the connection of the wall sign to the existing structure only.
Input Data:
ASCE 7-10-Components and Cladding
Wind Speed,V= 120.00 mph
Risk Category= II
Exposure Category= B
Ridge Height,hr= 30.00 ft
Eave Height,he= 30.00 ft
Building Width= 75.00 ft(Normal to Building Ridge)
Building Length= 75.00 ft(Parallel to Building Ridge)
Topo.Factor,Kzt= 1.00 :a-sus
Direct.Factor,Kd= 0.85
Corner Zone:Yes
Resulting Parameters and Coefficients: PORTIAND
Roof Angle,0= 0.00 deg.
Mean Roof Ht.,h= 30.00 ft CO.WPRESSOR
Wall External Pressure Coefficients,GCp:
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99 �=
GCp Zone 5 Neg.= -1.26
a= 7.00
zg= 1200
Kh= 0.70 (Kh=Kz evaluated at z=h)
qh= 13.17 psf =0.00256*Kh*Kzt*Kd*VA2*0.6 (allowable)
Wall Pressure for Anchor Design
Design Net External Wind Pressures:
F=1 -16.59 Ipsf =-1.26*13.17
Sign Dead Load=1 4.00 Ipsf(max)
Fastener Capacities:
Tc= 76 lb
Vc= 116 lb
offset= 0.00 in
o.d.of spacer= 0.00 in
Max trib.area= 3.96 ft2 =1/(((16.59)/761b+4/1161b)
Sign Geometry:
Height= 5.50 ft(max)
Width= 20.54 ft(max)
%solid= 100%
Area= 113.0 ft2 =5.5*20.54*100%
9570 SW Barbur Blvd Project Name Portland Compressor Wall Sign 161311
Suite One Hundred Project#
Portland,OR 97219 7440 SW Bonita Road, Tigard, Ore on
Location g g
Client Security Signs
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 EWA 10/19/16 1 of 2
ENGINEERS www.miller-se.com By Ck'd Date Page
LLQmn)v (_`( n.Et,) (-)- r:1 (-4v 1
Q� c-2.6,..1 C JNnJ F(i tris) l of? i !c,
L OP 4 Cl L 1 of ci ca.)
/ ' ism ( \n) (k)
j N) ct A4
If tL 1' _ It, ,(, Psc ( C, ( S,S')
I -'
Pte- I?? )-b
/;
11T
f I'
I LOAM 5t ^i )
/\A - o ,
CO ( t'' - C-I `,
n ( (., I A.j!>, ry f/
CA 'A t c -1t'.? 6/ 1'El. F s;k 1I Q= ._E_iI A1C, (,y (.t_4
203 lb •: l,1 9 v.'c 01,-
1- / - 110 lb > COI 044 Ok
V/V' +T/T' =61/110+61/203=0. 86<1 . 0 OK
1 : 1
9570 SW Barbur Blvd Project Name Portland Compressor Wall Sign 161311
Suite One Hundred Project#
Portland,OR 97219 Location 7440 SW Bonita Road, Tigard, Oregon
Client Security Signs
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 EWA 10/19/16 2 of 2
www.miller-se.com By Ck'd C•//-1 Date
ENGINEERS Page