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0 I ITEM 3 '9K(`ji y1.� CON■ULTINB puma
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_ DESIGN
= _________ ______ _ ___ __ __ __ _ PROJECT
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=� I Iieei■sell CORPORATION
000
- - l CS SIGN CORPORA
PO Box 50727
-'- --- -••• BELLEVUE, WA. 98015
NORTH ELEVATION-NTS / f�����,/�J�/1J — VOICE: (2061949-7050
K �,,�(�� qJ�'�� 1 FAX: 12061 453-3017
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RECEIVED
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ITEM O I - of CITY OF TIGARD R E I M
` e S BUILDING DIVISION r iiiE r o
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0 1/4 LAO SCREWS IN SHIELDS-40R.
/ SPECS
MINIMUM FOUR PER Lt It/4
3"I
000(MIN)ALUMINUM LETTER RETURN&FACE
WALL
EL 8'ALUMINUM VOLLL9E
` EX RUSON RETURNa '._ X— Date:g_19-09
' P/_,�:A / ■ CLEAR IFXAN BACK I O Approved
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w11RE PIEocuAE RACE----.; WHITE re'
W/TRANSLUCENT OVERLAY p® 1 ���YYY EVERY S--0'ON CENTER . 1
NNYL OVERLAY t
2-14 OA WIRES PER
•S'TD BE WHITE—.- 4-1D4010LIR E n5—I,0 I LETTER THROUGH WALL
SHKTW-THRU PWOOLA9 MIL TRANSFORMER I
Signage Consulting
4 PASS THROUGH CONDUfr Permits/Variances
WHITE LID EVERY r
AND 3 1/r ON CENTER - is Design
f- ----12 VOLT POWER SOURCE ATTACHED TO Purchasing
COMTI11UOtx9 9tLK:WE INTERIOR WALL FRAME Project Management
11e SCREWS IN SHIELDS OR
am +4—TOGO TS AS NEEDED R'TPI ♦ I C.S.Sign Corporation
MINIMUM R PER LETTER ` - IT V PRIMARY FEED PO Box 50727
L
WEEP �' T COUNTER-SUNK Bellevue.WA 98016
--1/4'WEEP HOLES AS NEEDED Voice:(208)949-7050
TYRCAL LED ILLUMINATED LOGO SECTION POE VIEW �1 TYPICAL 12 YOU LED REVERSE B.LUMwATEO LETTER SECTOR SCALP t• 1'd Paz:(426)881-9694
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COLOR&MATERIAL SCHEDULE INU
LETTERS&LOGO Cil
3'DEEP FABRICATED ALUMINUM REVERSE CHANNEL LETTERS 11/2• 114'LAO SCREWS IN SH 1EIDSDR
PAINTED POUSHED BLACK
FACES&RETURNS: .090 ALUMINUM — Tera' �s N` DS4
BACKS: CLEAR LEXAN 3' i (MINIMUM NI PER L��1 L9
ILLUMINATION: WHITE LED.HALO ILLUM ZNAT1ON. 1 I (MIN)ALUMINUM L/TIER RETURN&FACE N r
LE.D.MOUNTED EVERY 4'AND 3.1/2'ON CENTER.
ATTACHMENT: MOUNTED TO FASCIA USING 1 lit'STAND-OFFS.
CLEAR LEXAN BACK
TITLE:
'/,r WAID HR E3-1 DO.N E VCEERNY T E4-R
SPECS
2.14 G0.WIPES PER
LETTER THROUGH WALL Date'8-1 9-09
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-- PASS THROUGH CONDUIT Approved T 12 VOLT POWER SOURCE ATTACHED TO
INTERIOR WALL FRAME
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- 1,0„,.PRIMARY FEED Smogs Consulting
Permits/Varlaaees
114-WEEP HOLES AS NEEDED Design
PureLtatng
WALL
Project Management
TTHCA112Va'llOPEIlWa/NT®L21701 MEM SCALE 1-•1•41'
-- - C.S.Sign Corporation
PO Sox 50727
Bellevue,WA 96015
Voice!(206)949-7060
Pax:(425)661-9594
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' ��. ;�LI 0.4 — �� ` --€ SITE PLAN
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EXISTING .z..: _ �� wM�: 1 ❑ oe 1 3
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ca I 1478 "" = ?1 f I
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! CONSULTING
° .� I , , �a PERMITS/VARIANCES
iii a�• DESIGN
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i I .� 11 � MANAGEMENT
—-_ I ---.'- __�•�.. �. �..-»-..•--..- .—- I , CS SIGN CORPORATION
- i '. •
•• PO Box 50727•�-•I L. BELLEVUE,WA. 98015
VOICE:(206) 949-7050
FAx; (206) 453-3017
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.
CHANNEL LETTER SET
• ASCE 7-05
Wind Speed,V= 95.00 mph
Bldg.Classification= II (Table 1-1 Occupancy Category) 9-512'
Exposure Category= B ^_
Ridge Height.hr= 30.00 ft.(hr>=he)
Eave Height,he= 30.00 ft.(he<=hr)
Building Width= 200.00 ft.(Normal to Building Ridge)
Building Length= 200.00 ft.(Parallel to Building Ridge)
Roof Type= Monoslope (Gable or Monoslope)
Topo.Factor.Kzt= 1.00
Direct.Factor,Kd= 0.85
Enclosed?(Y/N) Y 6-8'
Hurricane Region? N
Effective Area,Ae= 14.0 ft2 (Area Tributary to C&C)
Resuttina Parameters and Coefficients:
Roof Angle.8= 0.00 deg.
Mean Roof Ht.,h= 30.00 ft.(h=he,for roof angle<=10 deg.)
Wall External Pressure Coefficients,GCp:
GCp Zone 4 Pos.= 0.88 F71-
GCp Zone 5 Pos.= 0.88
GCp Zone 4 Neg.= -0.97
GCp Zone 5 Neg.= -1.21
If z<=15 then: Kz=2.01115/zgy(2/a), If z> 15 then: Kz=2.0r(z/zg)(2/a) �cEO PRQcc .
zg= 1200 (Note:z not<30'for Exp.B.Case 1) �G� G 1 NE��tfrjOy
Kh= 0.70 (Kh=Kz evaluated at z=h) kr 725/.P
fira
I= 1.00 (Table 6-1)(Importance factor)
Velocity Pressure:qz=0.00256'Kz'Kzt'Kd'VA2'I •
qh= 13.76 psf qh=0.00256'Kh'Kzt'Kd'VA2-t (qz evaluated at z=h) O' ,�
Wall Pressure for Anchor Design -'26✓8 a -'26 p�0•
Design Net External Wind Pressures: � y ...1°%)
F=( -13.30 psf JOSEPV1
Sign Dead Load= 2.50 psf I EXPIRES: 12-31-201111
Fastener Capacities:
Tc= 230 lb
Vc= 160 lb
offset= 0.00 in
o.d.of spacer= 0.00 in
Max trib.area= 13.61 f9 1/(((-13.3'-1+2.5'0'/(0'/2))/2300+2.5/1601b)
Provide 112'dia.toggle bolt for every 13.61 sqft.of trib.
(62. VT'-)/(/5.61 FT`//Soo- =6.02 usE (&)>' ' 4;z5 P0wERs -ASTErv€eS TOGGLE riot TS
PTO (C) pLY•.roor>
9570 SW Barbur Blvd Project Name Safeway Logo Wall Sign Project # 130991
Suite One Hundred
Portland. OR 97219-5412 15570 SW Pacific Highway, Tigard, Oregon
Location
• MILLER Client Security Signs
' CONSULTING (503)246-1250 ALB 11/19/13 I of 3
ENGINEERS Fax: 246-1395 By Ck'd Date 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.
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 2010 OREGON STRUCTURAL SPECIALTY CODE,
EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL
REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
�
, O PROAk.
lir 72 5-.'s?' Ai
V.
e.N
F H MA.O
1OSEP
EXPIRES: 12-31-201'l
.
MI Portland.SW Barbur 9Btua Safeway Logo Wall Sign 130991 Project Name Project #
Suite One Hundred
Portland, OR 91215412 15570 SW Pacific Highway, Tigard, Oregon
Location
MILLER Client Security Signs `
CONSULTING (503)246-1250 ALB , G 11/19/13 a of '
ENGINEERS Fax. 246-1395 By Ck d "i Date Page
DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS:
STRUCTURAL DESIGN CRITERIA
OCCUPANCY CATEGORY II
WIND DESIGN DATA
• BASIC WIND SPEED(3 SEC GUST) 95 MPH
IMPORTANCE FACTOR Iw= 1.0
EXPOSURE B
STRUCTURAL STEEL
STRUCTURAL STEEL
ALL STEEL IN CONTACT WITH ALUMINUM TO BE STAINLESS OR HAVE A PROTECTIVE BARRIER TO
PREVENT CORROSION.
rPRo cF s G1 NE$. si o
le 5 P a
e, ...
kof O7SEPH 0.
I EXPIRES: 12-31-201 4
4 dir 9570 5W 8arbur Blvd Safeway Logo Wall Sign 130991
Project Name Project #
Suite One Hundred
Portland. OR 97219.5412 15570 SW Pacific Highway, Tigard, Oregon
Location
MILLER Security Signs
Client
CONSULTING (503)246-1250 ALB ��^ 11/19/13 3 of 3
ENGINEERS Fax: 246-1395 By Ck'd ` rl Date Page