Report At4"axe i?- GrF1
1 ),) 50 Swz-,
WALL SIGN DESIGN 3'-6"
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See following pages for structural notes.
Input Data: -'
ASCE 7-10-Components and Cladding
Wind Speed,V= 120.00 mph
Risk Category= II O O
Exposure Category= C
Ridge Height,hr= 30.00 ft
Eave Height,he= 30.00 ft
Building Width= 40.00 ft(Normal to Building Ridge) 0
Building Length= 200.00 ft(Parallel to Building Ridge) 0 0-
Topo.Factor,Kzt= 1.00 q~
Direct.Factor,Kd= 0.85
Corner Zone: No
1
O O
Resulting Parameters and Coefficients:
Roof Angle,8= 0.00 deg. 3/8" DIA SS THREADED
Mean Roof Ht.,h= 30.00 ft ROD EMBEDED MIN 3 1/8"
Wall External Pressure Coefficients,GCp: INTO MORTAR JOINT, TYP.
GCp Zone 4 Pos.= 0.90 (10) LOCATIONS
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg.= -1.26
a= 9.50 18'-0" O O
zg= 900
Kh= 0.85 (Kh=Kz evaluated at z=h)
qh= 15.96 psf =0.00256*Kh*Kzt*Kd*VA2*0.6 (allowable)
Wall Pressure for Anchor Design
Design Net External Wind Pressures: PRQFF
F= -15.80 psf =-0.99*15.96 <,..10GIN
G F •
Sign Dead Load= 4.00 psf(max) 1: . `�'A15
725 PE t 0 O
Fastener Capacities:
Tc= 905 lb
Vc= 10450.00 lb �/ _i ;�N o
offset= 0.00 in `fir ,�o Q
o.d.of spacer= 0.00 in ;RY 08 • �Q
Max trib.area= 46.98 ft2 =1/(((15.8)/9051b+4/10451b) ' ✓OSEPN 41.`
Sign Geometry:
Height= 18.00 ft(max)
Width= 3.50 ft(max) EXPIRES:12-31-2018
%solid= 100%
Area= 63.0 ft2 =18*3.5*100%
Space anchors around perimeter of sign O O
#of fasteners= 2 required(min.)
Fastener spacing= N/A
Fasteners Used= 10
Provide 3/8"dia.threaded rod wl Hilti HIT-HY 70 epoxy for every 46.98 sgft.of sign area(10 fasteners used)
9570 SW Barbur Blvd Project Name Attwell Wall Sign Project# 170395
Art Suite One Hundred
Portland,OR 97219
Ilk Location 12850 SW Ash St., Tigard, Oregon 97223
MILLER Client Security Signs
Phone 503.246.1250
CONSULTING Fax 503.246.1395 ALBelif 3/30/17 1 of 3
www.miller-se.com By Ck'd Date Page
ENGINEERS
1
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.
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EXPIRES:12-31-2018
9570 SW Barbur Blvd Project Name Attwell Wall Sign Project# 170395
.. Ell
Suite One Hundred
Portland,OR 97219
Location 12850 SW Ash St., Tigard, Oregon 97223
MILLER la
Client Security Signs
Phone 503.246.1250 p��
CONSULTING Fax 503.246.1395 ALB e..7/6t 3/30/17 2 of 3
www.miller-se.com By Ck'd Date Page
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 C
POST-INSTALLED ANCHORS
ANCHORAGE
ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH
THE MANUFACTURERS INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT FOR THE
ANCHOR.ANCHORS ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING.
STRUCTURAL STEEL
STRUCTURAL STEEL
UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36,
WITH MATCHING NUTS. 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 PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR
STRUCTURAL JOINTS, SECTION 8.1.
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-EXPIRES:12-31-2018
9570 SW Barbur Blvd Project Name Attwell Wall Sign Project# 170395
Suite One Hundred
_ EPortland,OR 97219
MkLocation 12850 SW Ash St., Tigard, Oregon 97223
Client Security Signs
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 ALBelli 3/30/17 3 of 3
www.miller-se.com By Ck'd Date Page
ENGINEERS
1*
1 M.
Z Price Estimate
Ime0eCere Mamleneeee Sewieen
•
a division of Icon Identity Solutions 8/26/2015
Customer:Chase Bank
1418 Elmhurst Road Property ID#142110
Elk Grove Village,IL 60007 City,State:Vancouver,WA
ID Request it
IMS Work Order#
Description:1st trip-3 men and 2 bucket trucks needed to remove 1-LIF-BLK-36-sn letterset and 2-LIF-BLK-24-sn lettersets from
Vancouver Mall branch.Technicians will remove each letter face,remove each unit of neon,remove each letter can,and pack up at
branch.Electrician needed to remove all the GTO wiring,cap all primary electrical,and cut all power to the 3 lettersets.2nd trip-3 men
and 2 bucket trucks needed to re-install letterset cans,ctean out each can for a clean surface for LED's to adhere,retrofit each letter with
Permlight Rigel's for the LIF-BLK-36-sn letterset and retrofit the tow(2)LIF-BLK-24-sn lettersets with Tridonic LED's,install new
wiring,install new power supplies,verify all parts are working 100%,and attach the letter faces.*Permits are required for remove and
install of lettersets.Permits also require 1 extra man on site to be at the base of the bucket trucks for pedestrian safety.Permit costs are
associated with job per letterset***Costs are subject to change due to unknown whereabouts of interior transformers and wiring**
OUANTITY Size DESCRIPTION UNIT PRICE TOTAL
1 Trip Charge $ 76.50 $ 76.50
1st trip-3 men and 2 bucket trucks needed to
remove 1-LIF-BLK-36-sn letterset and 2-LIF-
BLK-24-sn lettersets from Vancouver Mall
branch.Technicians will remove each letter
face,remove each unit of neon,remove each
letter can,and pack up at branch.Electrician
needed to remove the GTO wiring,cap all
primary electrical,and cut all power to the 3
7.5 2 Bucket Trucks lettersets. $ 182.50 $ 1,368.75
Electrician needed to remove all the G 1 O
wiring,cap all primary electrical,and cut all
power to the 3 lettersets.*Costs are subject to
change due to unknown whereabouts of
interior transformers and wiring throughout
5 the branch* $ 125.00 $ 625.00
2nd trip-3 men and 2 bucket trucks needed to
re-install letterset cans,clean out each can for a
clean surface for LED's to adhere,retrofit each
letter with Permlight Rigel's for the LIF-BLK-36-
sn letterset and retrofit the tow(2)LIF-BLK-24-
sn lettersets with Tridonic LED's,install new
wiring,install new power supplies,verify all
parts are working 100%,and attach the letter
faces.*Permits are required for remove and
install of lettersets.Permits also require 1 extra
man on site to be at the base of the bucket
16 2 Bucket Trucks trucks for pedestrian safety. $ 182.50 $ 2,920.00
Permit costs:Permits are required for removal
and installation of lettersets.Permits also
require 1 extra man on site to be at the base of
the bucket trucks for pedestrian safety.Costs
increase dur to amount of electircal work
3 involved with each letterset $ 323.00 $ 969.00
Tridonic LED's-P560-CW-12-300-50-68 BX-
100 White $ 4.67 $ 467.00
Tridonic LED's-P541E-C-B-12-150-100-68-BG-1-
100 Blue $ 1.67 $ 167.00
3 LCU 60w 12v IP67 TOP-Power supplies $ 37.23 $ 111.69
1 Freight $ 150.00 $ 150.00
1 Miscellaneour wiring $ 150.00 $ 150.00
1 Night photos $ 86.25 $ 86.25
Subtotal $ 6,426.25
Estimated Taxes $ 642.63
TOTAL $ 7,068.88
Contract pricing
Thanks,