HomeMy WebLinkAbout439 W. Second Street 439 w second street CUP 07-10
PORTANGELES Filing Fee: 1250.00
WASHINGTON, U. S. A. Admin. $ 100.00
IF E
CITY OF PORT ANGELES NOV1 3 2307
ENVIRONMENTAL CHECKLIST
C1TY0FP0R7-Ar-3 S
'Dept.of community Develonmonf
Purpose of Check. list.,
The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all
governmental agencies to consider the environmental impacts of a proposal before making
decisions. An environmental impact statement (EIS) must be prepared for all proposals with
probable significant adverse impacts on the quality of the environment. The purpose of this
checklist is to provide information to help you and the agency identify impacts from your proposal
(and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide
whether an EIS is required.
Instructions for Applicants:
This environmental checklist asks you to describe some basic information about your
proposal. Governmental agencies use this checklist to determine whether the environmental
impacts of your proposal are significant. Answer the questions briefly, with the most precise
information known, or give the best description you can.
You must answer each question to the best of your knowledge. In most cases you should
be able to answer the questions from your own observations or project plans without the need to
hire experts. If you really do not know the answer, or if a question does not apply to your proposal,
write "do not know" or "does not apply (N/A". Complete answers to the questions will avoid
unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and
landmark designations. Answer these questions if you can. If you have problems please ask the
City Department of Community Development employees to assist you.
The checklist questions apply to all parts of your proposal, even if you plan to phase them
over a period of time or on different parcels of land. Attach any additional information that will help
describe your proposal or its environmental effects and include a site map.
BACKGROUND
1. Name of project: iconGroupe I Goochy Investments Billboard
A. Address or general location of site: 439 W. 2nd St. Port AngeleS6 WA
2. Name, address, and phone number of applicant:
iconGroupe, 2103 46th Ave. SIN Seattle, WA 98116 206.933.9669
3. Name, address and phone number of contact person if other than applicant:
Daniel Tefft, 23460 Seatter Rd. NE Kingston,INA 98346 360.860.0290
4. Date checklist prepared: 11108/07
5. Agency requesting checklist: CITY OF PORT ANGELES
EVALUATION FOR
AGENCY USE
6. Proposed timing or schedule (including phasing, if applicable):
A. What is the long term objective of this proposal?
build, service and maintain a billboard'
B. How does this project relate to long-term plans?
Construction of the billboard
7. Do you have any plans for future additions, expansion, or further activity related to
or connected with this proposal? If yes, explain. No
8. List any environmental information you know about that has been prepared, or will
be prepared, directly related to this proposal: There is no environmental information
that will be or known to be prepared related to this proposal.
9. Do you know whether applications are pending for governmental approvals of other
proposals directly affecting the property covered by your proposal?
There are no pending applications or governmental approvals affecting the site that
are known.
If yes, explain.
10. List any government approvals or permits that will be needed for your proposal, if
known. City of Port Angeles Conditional Use Permit
11. Give brief, complete description of your proposal, including the proposed uses
and the size of the project and site. There are several questions later in this checklist that
ask you to describe certain aspects of your proposal. You do not need to repeat those
answers on this page. (Lead agencies may modify this form to include additional specific
information on project description.) Construct a single pole 35' in height 300 sq ft
billboard.
12. Location of the proposal. Give sufficient information for a person to understand
the precise location of your proposed project, including a street address, if any, and
section, township, and range, if known. If a proposal would occur over a range of area,
provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity
map, and topographic map, if reasonably available. While you should submit any plans
required by the agency, you are not required to duplicate maps or detailed plans submitted
with any permit applications related to this checklist.
Parcel Number: 0630000035450000
Site Address: 439 W. 2 nd St. Port Angeles,WA
Property Description: TAX#664 LOT 11 BL 35
&VAC ALY ABTG
(Site Plan and Map included with permit application)
PROJECT SPECIFIC ACTIONS:
Complete this section if your proposal involves a project specific action such as a
subdivision, new construction, a new or expanding business, a site specific rezone (not
area-wide), a conditional use permit, a shoreline permit, or similar action:
EVALUATION FOR
AGENCY USE
ENVIRONMENT
1 Earth
A. General description of the site (circle one):
Flat, rolling, hilly, steep slopes, mountainous,
other.
B. What is the steepest slope on the site (approximate percent slope)?
Approx 0%
C. What general types of soils are found on the site (for example, clay, sand,
gravel, peat, muck)? If you know the classification of agricultural soils,
specify them and note any prime farmland. Site is not identified as prime
farmland.
D. Are there surface indications or history of unstable soils in the immediate
vicinity? If so, describe. There are no known surface indications or history of
unstable soils in the immediate vicinity of the site.
E. Describe the purpose, type, and approximate quantities of any Filling or
grading proposed. Indicate source of fill: Approx. 7 yards of soil will be
excavated for the billboard footing.
F. Could erosion occur as a result of clearing, construction, or use? If so,
generally describe. No clearing will be required, no erosion can occur as
a result of the construction or use of the billboard.
G. About what percent of the site will be covered with impervious surfaces after
project construction (for example, asphalt or buildings)? At present about
95 % of the site is covered with buildings, asphalt pavement and with
compacted gravel that acts as an impervious layer, that percentage will
not change as a result of the project.
H. Proposed measures to reduce or control erosion, or other impacts to the
earth, if any: The project will not result in erosion.
2. Air
A. What types of emissions to the air would result from the proposal (i.e., dust,
automobile, odors, industrial wood smoke) during construction and when the project is
completed? If any, generally describe and give approximate quantities if known.
A small quantity of emissions from construction will occur. These emissions are
very small compared to traffic in the area.
B. Are there any off-site sources of emissions or odor that may affect your
proposal? If so, generally de'scribe. There are no off-site sources of emissions or odor
that will affect the project.
C. Proposed measures to reduce or control emissions or other impacts to air, if
any: Best management practices will be employed to prevent any dust problems.
3. Water
A. Surface:
i.) Is there any surface water body on or in the immediate vicinity of the site
(including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes,
describe type and provide names. If appropriate, state what stream or river it flows into.
EVALUATION FOR
AGENCY USE
There are no surface water bodies on or in the immediate vicinity of the site.
ii.) Will the project require any work over, in, or adjacent to (within 200
feet) the described waters? If yes, please describe and attach available plans.
There are no surface water bodies within 200' of the site.
iii.) Estimate the amount of fill and dredge material that would be placed
in or removed from surface water or wetlands and indicate the area of the site that would
be affected. Indicate the source of fill material: N/A
iv.) Will the proposal require surface water withdrawals or diversions?
Give general description, purpose, and approximate quantities if known.
No, the project will not require any surface water withdrawals or diversions.
v.) Does the proposal lie within a 1 00-year flood plain? If so, note
location on the site plan. No, the project does not lie within a 100 year flood plain.
vi.) Does the proposal involve any discharges of waste materials to
surface waters? If so, describe the type of waste and anticipated volume of discharge.
No, the project does not involve any discharge of waste materials.
B. Ground:
i.) Will ground water be withdrawn, or will water be discharged to ground
water? Give general description, purpose, and approximate quantities if known.
If ground water is discovered during excavation, an environmental vacuum company
will be employed for and environmental appropriate removal and disposal.
ii.) Describe waste material that will be discharged into the Ground from
septic tanks or other sources, if any (for example: Domestic sewage; industrial,
containing chemicals; agricultural wastes; etc.). Describe the general size of the system,
the number of such systems, the nu*mber of houses to be served (if applicable), or the
number of animals or humans the system(s) are expected to serve.
The project will not generate any waste material requiring discharge.
C. Water Runoff(including storm water):
i.) Describe the source of runoff(including storm water) and method of
collection and disposal, if any (include quantities, if known). Where
will this water flow? Will the water flow into other waters? If so,
describe.
The project will not create any surface water impact. The project
will not create any new impervious surface.
ii.) Could waste materials enter ground or surface waters?
If so, generally describe. No, the project will not generate waste
materials that could enter the ground or surface waters.
D. Proposed measures to reduce or control surface, ground, and runoff water
impacts, if any: The project will not create any surface, ground or run
off water impacts so no measures are needed.
EVALUATION FOR
AGENCY USE
4. Plants
A. Check or circle the type of vegetation found on the site:
deciduous tree: alder, maple, aspen, other
evergreen tree: fir, cedar, pine, other
shrubs
grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bullrush, skunk cabbage,
water plants: water lily, eelgrass, milfoil, other
Other types of vegetation
B. What kind and amount of vegetation will be removed or altered?
No vegetation will be removed as a part of this project.
C. Proposed landscaping, use of native plants, or other measures to preserve
or enhance vegetation on the site, if any.
There is no landscaping on the site. There are no impacts to
vegetation so, no enhancement measures are proposed.
5. Animals
A. Circle any birds and animals which have been observed on or near the site
or are known to be on or near the site:
Birds: hawk, heron, eagle, songbirds, other
Mammals: deer, bear, elk, beaver, other
Fish: bass, salmon, trout, herring, shellfish, other
B Threatened or endangered species known to be on or near the site.
The site is developed with about 95% impervious surfaces there are no
areas of critical habitat in the immediate vicinity.
C. Is the site part of a migration route? If so, explain.
The site is not known to be part of a migratory route.
D. Proposed measures to preserve or enhance wildlife, if any.
The site does not support wildlife so measures are not needed.
6. Energy and Natural Resources
A. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used
to meet the completed project's energy needs? Describe whether it will be
used for heating, manufacturing, etc.
Electric energy will be used for furnishing lighting only.
B. Would your project affect the potential use of solar energy by adjacent
properties? If so, generally describe.
No, the project will not affect the potential use of solar energy of
adjacent properties.
C. What kinds of energy conservation features are included in the plans of this
proposal? List other proposed measures to reduce or control energy
impacts, if any. There is no energy conservation feature included in the
proposal. The project has a minor energy use so no measures are
required.
EVALUATION FOR
AGENCY USE
7. Environmental Health
A. Are there any environmental health hazards, including exposure to toxic
chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a
result of this proposal? If so, describe. There are no environmental hazards
that could result from the proposal. The project does not use toxic
chemicals. Billboards are not known to create a risk for fire.
i) Describe special emergency services that might be required.
The installation and maintenance of a billboard will not create a
need for any special emergency services.
ii) Proposed measures to reduce or control environmental health
hazards, if any.
There is no environmental health risk so, no measures are
needed to address these.
B. Noise
i) What types of noise exist in the area which may affect your project
(for example: traffic, equipment, operation, other)?
The project is adjacent to an urban arterial road so noise in the
area is prevalent.
ii) What types and levels of noise would be created by or associated
with the project on a short-term or a long-term basis (for example:
traffic, construction, operation, other)? Indicate what hours noise
would come from the site.
There will be short term noise from construction. This will be
minor compared to adjacent uses.
iii) Proposed measures to reduce or control noise impacts, if any:
Construction equipment will use standard mufflers. No other
measures will be needed because no other noise impacts will
occur.
8. Land and Shoreline Use
A. What is the current use of the site and adjacent properties?
The property is currently zoned (CA) adjacent properties are zoned
(CA)
B. Has the site been used for agriculture? If so, describe.
No, there is no evidence the site has been used for agriculture in the
past 20 years.
C. Describe any structures on the site.
There is one storage building on the site
D. Will any structures be demolished? If so, what?
No structures will be demolished as a result of this project.
E. What is the current zoning classification of the site?
The site is zoned (CA)
F. What is the current Comprehensive Plan designation of the site?
Commercial Arterial
G. What is the current Shoreline Master Program designation of the site?
NIA
EVALUATION FOR
AGENCY USE
H. Has any part of the site been classified as an "environmentally sensitive"
area? If so, specify.
No part of this site has been classified as environmentally sensitive.
I How many people would reside or work in the completed project?
The project is a billboard. No people will reside or work as a result of
this project.
J. Approximately how many people would the completed project displace?
No people will be displaced as a result of this project.
K. Proposed measures to avoid or reduce displacement impacts, if any:
There will be no displacements so no measures are needed.
L Proposed measures to ensure the proposal is compatible with existing and
projected land uses and plans, if any: The proposes use, a billboard, is
allowed within the zoning designation of the site.
9. Housing
A. Approximately how many units would be provided, if any?
Indicate whether high, middle, or low-income housing.
The project does not involve housing.
B. Approximately how many units, if any, would be eliminated?
Indicate whether high, middle, or low-income housing.
The project does not involve housing.
C. Proposed measures to reduce or control housing impacts, if any.
The project does not involve housing.
10. Aesthetics
A. What is the tallest height of any proposed structure(s), not including
antennas; what is the principal exterior building material(s) proposed?
The billboard will be 35 feet in height. The building material will be
painted metal for supports and composite material for the remainder of
the sign.
B. What views in the immediate vicinity would be altered or obstructed?
There are no scenic vistas in the immediate vicinity. No views will be
altered or obstructed by the billboard.
C. Proposed measures to reduce or control aesthetic impacts, if any.
There are no aesthetic impacts. No measures are needed.
11. Light and Glare
A. What type of light or glare will the proposal produce? What time of day
would it mainly occur? The sign has low intensity light to allow the face
of the copy to be visible at night. The sign will not create glare.
B. Could light or glare from the finished project be a safety hazard or interfere
with views? No, the lights used to illuminate the sign are shielded and
point toward the sign so it will not be a safety hazard and not interfere
with views.
EVALUATION FOR
AGENCY USE
C. What existing off-site sources of light or glare may affect your proposal?
Lights and lighting for the surrounding business are of higher
intensity than the light from the billboard.
D. Proposed measures to reduce or control light and glare impacts, if any.
Low intensity light that is both shielded and pointed toward the sign
surface is used to avoid problems with light or glare.
12. Recreation
A. What designated and informal recreational opportunities are in the
immediate vicinity? There are no recreational or informal
opportunities in the immediate vicinity.
B. Would the proposed project displace any existing recreational uses? If so,
describe. No, the billboard will not displace any recreational uses.
C. Proposed measures to reduce or control impacts on recreation, including
recreation opportunities to be provided by the project or applicant, if any.
There are no impacts to recreation.
13. Historic and Cultural Preservation
A. Are there any places or objects listed on, or proposed for, national, state, or
local preservation registers known to be on or next to the site? If so,
generally describe: There are no known places or objects next to or on
the site that are on or eligible for any preservation registers.
B. Generally describe any landmarks or evidence of historic, archaeological,
scientific, or cultural importance known to be on or next to the site.
There are no known landmarks or evidence of historic, or
archaeological, scientific, or cultural importance known to be on or
next to the site.
C. Proposed measures to reduce or control impacts, if any:
There are no known landmarks or evidence of historic, or
archaeological, scientific, or cultural importance known to be on or
next to the site so no measures are needed.
14. Transportation
A. Identify public streets and highways serving the site and describe proposed
access to the existing street system. Show on site plans, if any.
The site is at the intersection of West Second Street and Marine Drive.
B. Is site currently served by public transit? If not, what is the
approximate distance to the nearest transit stop?
Yes
C. How many parking spaces would the completed project have? How many
would the project eliminate?
The project will not create a need for nor will it displace any parking.
D. Will the proposal require any new roads or streets, or improvements to
existing roads or streets, not including driveways? If so, generally describe
EVALUATION FOR
AGENCY USE
(indicate either public or private). No, the project will not require any
new roads or streets or improvements to existing roads or streets.
E. Will the project use (or occur in the immediate vicinity of) water, rail, or air
transportation? If so, generally describe. The project will not use any
transportation mode.
F. How many vehicular trips per day would be generated by the completed
project? If known, indicate when peak volumes would occur.
The project is a billboard, as such, will generate no traffic of its own.
G. Proposed measures to reduce or control transportation impacts, if any.
The project is a billboard, as such will generate no traffic of its own so,
no transportation measures are needed.
15. Public Services
A. Would the project result in an increased need for public services (for
example?: fire protection, police protection, health care, schools, other)? If
so, generally describe. The project will not create a need for any public
services.
B. Proposed measures to reduce or control direct impacts on public services, if
any. The project will not create a need for any public services.
16. Utilities
A. Circle utilities currently available at the site: electricity, natural gas, water,
refuse service, telephone, sanitary sewer, septic system, other.
B. Describe the utilities that are proposed for the project, the utility providing
the service, and the general construction activities on the site or in the immediate vicinity
which might be needed. The project will use electricity for lighting.
17. Economics
A. If the proposal will result in expansion of an existing business, please
describe the nature of the expansion: (e.g., additional land and/or buildings,
new equipment, new employees). The project will not result of an
expansion of an existing business.
B. If the proposal is the creation of a new business, please describe (e.g., re-
use of an existing building and site, construction of a new building). The
project will not create a new business.
C. Describe if the proposal is the first of its type in the community, or what the
similar uses are. The project is a billboard. Other billboards exist in
the community.
D. How many people will the proposal provide employment for at its
completion and what types of jobs will be created (e.g., sales clerks, factory
workers, etc.)? (Jobs created by the construction of the proposal should be
reported separately.)
The project is a billboard once completed no new jobs will be created.
EVALUATION FOR
AGENCY USE
E. Where will the materials, goods or services utilized by the proposal come
from? Local vendors will be utilized to supply material goods or
services as much as possible.
F. Where will the goods or services produced by the proposal be utilized?
The goods and services will be used at the construction site.
G. Who will utilize the goods or services produced by the proposal?
Advertising clients will use space provided by this project.
H. Will the proposal alter the tax assessments of the area?
No, the project will not alter the tax assessments of the area.
EVALUATION FOR
AGENCY USE
ENDANGERED SPECIES ACT (ESA) INFORMATION
A. LISTED SPECIES
If ESA listed species (salmon, trout, and chars, e.g. bull trout)are present or
ever were present in the watershed where your project will be located, your project
has the potential for affecting them, and you need to comply with the ESA. The questions
in this section will help determine if the ESA listings will impact your project. Within the City
of Port Angeles, the watershed is the Port Angeles Harbor.
Are ESA listed salmonids currently present in the watershed in which your project will
be: Yes X No
Has there ever been an ESA listed salmonid stock present in this watershed: Yes X
No Uncertain
Please describe Puget Sound Chinook Salmon, Strait of Juan de Fuca summer
chum salmon, and bull trout are listed as threatened species in the Elwha River, Morse
Creek, and the Strait of Juan de Fuca including Port Angeles Harbor.
[If you answered "yes"to either of the above questions, you should complete the remainder
of this section. ff not, skip to Non Project Action Section Page 13]
1. Name of watershed Port Angeles Regional Watershed (Elwha Morse).
2. Name of nearest waterbod : Part Anualas Harbor
3. What is the distance from this project to the nearest body of water? (Often a buffer
between the project and a stream can reduce the chance of a negative impact to
fish.) approx. 850'
4. What is the current land use between the project and the potentially affected
water body (parking lot, farmland, etc.)?
Their will be no water body affected by the project.
5. Is the project above a: natural permanent barrier (waterfall) natural temporary
barrier(beaver pond); man made barrier(culvert, dam); ( ) other(explain)
The project is not near a waterfall, beaver pond or culvert or dam.
6. If you checked any of the items listed in the above question#5, are there any
resident salmonid populations above the blockage? Yes No
Don't know. No items were checked above.
7. What percent of the project will be impervious surface (including pavement and
roof area)?_The project single footing will cover approximately four sq feet of
ground surface
B. FISH MIGRATION: The following questions will help determine if this project could
interfere with migration of adult and juvenile fish. (Both increases and decreases to water
flow can affect fish migration.)
1. Does the project require the withdrawal of:
Surface water? No Name of surface water body
Ground water? No Amount
From where? Depth of well
EVALUATION FOR
AGENCY USE
2. Will any water be rerouted? No
3. Will there be retention ponds? No
If yes, will this be an infiltration pond or a surface discharge to either a municipal
storm water system or a surface water body?
The project will not involve retention ponds.
If a surface water discharge, name of waterbody.
The project will not involve retention ponds.
4. Will new roads be required? No (increased road mileage
may affect the timing of water reaching a stream and may impact fish habitat.)
No new roads will be required as a result of the project.
5. Are culverts proposed as part of the project?
No culverts are proposed as part of the project.
6. Will topography changes affect the duration/direction of runoff flows? If yes,
describe:-Their will be no topography changes as a result of the project.
7. Will the project involve any reduction of the floodway or floodplain by filling or
other partial blockage of flows? No If yes, how will the loss of flood storage be
mitigated by your project?
Their will be no floodway or floodplain filled or partially blocked as a result
of this project so no mitigation is required.
C. WATER QUALITY.
1. Do you know of any problems with water quality in any of the streams within this
watershed? If so, describe NIA
2. Will your project reduce or increase shade along or over a waterbody?
There is no waterbody near the project so the project will not increase or
reduce shade of a waterbody.
3. Will the project increase nutrient loading or have the potential to increase nutrient
loading or contaminants (fertilizers, other waste discharges, or runoff) to the
waterbody? The project will not increase or have the potential to increase
nutrient loading or contaminants.
4. Will turbidity be increased because of the project activities?
The project will not increase turbidity.
5. Will your project require long term maintenance, i.e., bridge cleaning, highway
salting, chemical sprays for vegetation management, clearing of parking lots?
The project is a billboard. Advertising copy will be changed from time to
time.
D. VEGETATION
1. Will the project involve the removal of any vegetation from stream banks?
The project will not involve removal of vegetation from stream banks.
2. If any vegetation is removed, do you plan to replant?
The project will not involve removal of vegetation so there is no need to
replant.
EVALUATION FOR
AGENCY USE
NON-PROJECT SPECIFIC ACTIONS:
Complete this section only if your proposal involves a non-project specific
action such as a Comprehensive Plan Amendment, Zoning Code
Amendment, area-wide rezone (City-wide or large sub-area),or other similar action:
When answering these questions be aware of to what extent the proposal or the
types of activities likely to result from the proposal would affect the item at a greater
intensity or at a faster rate than if the proposal were not implemented. Respond briefly and
in general terms.
1. How would the proposal be likely to increase discharge to water;
emissions to air; production, storage, or release of toxic or hazardous substances;
or production of noise? The project will not increase discharge to water. The
project does not involve toxic or hazardous substances. Their will be slight
emissions to air and short term noise from construction equipment during
the construction process.
Proposed measures to avoid or reduce such increases:
Construction equipment is properly tuned and maintained in good repair thus
limiting emissions to air and used standard mufflers to reduce noise. Best
practices are used to minimize dust during construction.
2. How would the proposal be likely to affect plants, animals, fish,
or marine life? Their will be no affect to plants, animals, fish or marine life.
Proposed measures to protect or conserve plants, animals, fish, or marine life:
Their will be no affect to plants, animals, fish or marine life so no measures
are needed.
3. How would the proposal be likely to deplete energy or natural resources?
The project will use a small amount of electricity for lighting only.
Proposed measures to conserve energy and natural resources:
There is no energy conservation feature included in the proposal. The
project has a minor energy use so no measures are required.
4. How would the proposal be likely to use or affect environmentally
sensitive areas or areas designated (or eligible or under study) for governmental
protection; such as parks, wilderness, wild and scenic rivers, threatened or
endangered species habitat, historic or cultural sites, wetlands, floodplains, or
prime farmlands? There are no known environmentally sensitive areas near
the site.
Proposed measures to protect such resources or to avoid or reduce impacts:
There will be no impacts to the environment so no measures are needed.
5. How would the proposal be likely to affect land and shoreline use, including
whether it would allow or encourage land or shoreline uses incompatible with
existing plans? The project is not near the shoreline and will not affect
existing or future shoreline uses.
Proposed measures to avoid or reduce shoreland and land use impacts:
The project is not near the shoreline so no measures are needed.
EVALUATION FOR
AGENCY USE
6. How would the proposal be likely to increase demands on transportation or public
services and utilities? The project is a billboard and as such will not
increase demands on transportation or public services. The project will use
electricity for lighting only.
Proposed measures to reduce or respond to such demand(s):
There is no energy conservation feature included in the proposal. The
project has a minor energy use so no measures are required.
7. Identify, if possible, whether the proposal may conflict with local, state, or federal
laws or requirements for the protection of the environment. The project will not
conflict with local, state or federal laws or requirements for the protection of
the environment.
1, the undersigned, state that to the best of my knowledge, the above
information is true and complete. It is understood that the lead agency may
withdraw any declaration of nonsignifilcance that it might issue in reliance upon this
checklist should there be any willful misrepresentation or willful lack of full
disclosure o7 pa"rt.
I
SIGNED:
DATE: f�l-ot7`� PHONE: 3 0. S�'40. 0,z '70.
"IN
iZi
va 'T R !,
nou V. �'t ft�,
Po r
Stark Foundation LLC
6102 NE 3 Sth Circle
Vancouver, WA 98661
STRUCTURAL CALCULATIONS
PREPARED FOR
ICONGROUPE
FOR
10' X 30' CENTER MOUNT SIGN
PORT ANGELES,WA
PROIECT NUMBER: SF026
DATE: AUGUST 17, 2007
PR03ECT MANAGER: Daniel Stark, P.E.
L
WASIji,
40843
N L
EXPIRES:
Stark Foundation LLC was retained in a limited capacity for this project. Design Is based upon information provided by
the Client,who Is solely responsible for accuracy of the same. No responsibility and/or liability Is assumed by,or Is to be
assigned to Stark Foundation LLC for items beyond what Is shown within the attached calculations.
Date: 06-Aug-07
Icongroupe Signs: Designed by: NDS
W
r9l 1 10'-6"x 36"Full Flag/Center Mount Checked by:
0
&10'-0"x 30"Full Flag/Center Mount
Page: I of 12
Job# SF026
Design Criteria
Code(s):
international Building Code(IBC)2003
ASCE 7-02
materials:
Steel:ASTM AS72 Concrete: rc 3000 psi 0 28 days
F,- 50 ksl (Calcs based on r, 2,500 psi;SI not required.)
Pipe Sectors: ASITM 538,A2S2 GR,or API-SLX Rebar: ASTM A615 Grade 60
F,- 35 ksl(minimum) F, 60 kSl
welding Rods:ASTM E-70
F,- 70 ksl
Bolts: A307 A325*W
Ft- 20 ksl F,. 44 ksl
F�- 10 ksi - 21 ksi
Design Loads: .Dead: Soil:
Sign Face Weight- 2.5 psf Allow Lateral Bearing Pressure 200 psf/ft (IBC Table 1804.2)
Grating- 2.0 psf
Trivislon- 6000 lbs/face
Live:
Maintenance Platforms= 20 psf or
(4) 200 lb point load at any location
Wind:
Exposure- C Importance Factor,I- 0.87 'Category I
Wind Speed,V- 100 mph k,- 1.0
Gust Effect Factor,G- 0.881 (see attached calculation) kd- 0.85
Cf= 1.2 ASCE 7-02;Figure 6-20 Sign Height,h.- 90 ft
Design Wind Pressure: where: P.- q,G Cr Design Load Combo= D+L+wW
qz.0.00256 k,k�kd V'I w= 1.3
Wi d Pressure,p.
Wind Speed(mph) 85 90 100 105 110 120 125 130 140 145 1 150
�(plll 13.68 15.33 18.93 20.87 22.91 27.26 29.58 31�99 37.11 39.80 42.60
Is 0.85 12.30 13.79 17.02 18.76 20.59 24.51 26.59 28.76 33.36 35.78 38.29
20 0.90 13.02 14.60 16.02 19.87 21.81 25.95 28.16 30.45 35,32 37.89 40.55
25 0.94 13,60 15.25 18.52 20.75 22.77 27,10 29.41 31.81 36.89 39.57 42.35
30 0.98 14.16 15.89 19.62 21.63 23.74 26.26 30.66 33.16 38,46 41:26 44.15
40 1.04 15.0s 16.87 20,82 22,96 25.20 29.99 32.54 35.19 40.81 43.78 4&85
so 1.09 15.77 17.68 21.83 24.06 26.41 31,43 34.10 36.68 42.78 4S.89 49.11
60 1.13 16.35 18.33 22.63 24,95 27,38 32.58 35.35 38.24 44.35 47.57 50.91
rn
u- 70 1.17 16.93 18.98 23.43 25.83 28.35 33,73 36.60 39.59 45.92 49�26 52,71
0 so 1.21 17.50 19.62 24.23 26.71 29.32 34.89 37.86 40.95 47.49 50.94 54.SJ
90 1.24 17.94 20.11 24.33 27.37 30.04 35.75 36.79 4 .96 48.66 52.20 55.86
100 1.26 16.23 20,44 25�23 2781 .30.53 36.33 39.42 42.64 49.45 53.04 56.77
120 1.31 18,95 21.25 26.2.3 26.92 31.74 37.77 40.98 44�33 51.41 5".1 59.02
Therefore:
p. 24,83 psf
Factored VAnd Pressure,p'. 32 Pair
Structure Criteria:
size of Sign:11 2x 30 hn,,,�L*- 1'2 ft Spread: 0-30 ft (V-Build,Back-to-Back,or Single Face)
Sign Type: Full Flag wv's�. 30 ft HAGL:F7-5713
,q ft (Height Above Ground Level)
AP- 2 ft
Max.CladdlnWColumn Width,wc, r3 ft h .
Date: 06--Aug-07
1congroupe Signs: Designed by: NDS
UJI
0 Checked by:
ce
Page: 2 of 12
Job# SF026
Gust Effect Factor
a. 30 ft Horizontal Dim normal to wind e- 2.718 Mathematical constant
L= 25 It Horizontal DIM parrellel to wind E= 1.0 (Assurned)
h�= 75 ft Height of main column 0- 0.20 Damping Ratio(assumed)
h�= 12 It Height of sign go= 3.4
h- 81 ft Mean root height or structure height 9�1 3.4
27- 48.6 ft 0.6 x h Exposure- C
V= 100 mph Basic wind speed
n1= 0.4 Hz Building natural frequency
Table 6-2:Terrain Exposure C4efflcients
Exp 13 Z. (ft) aA b� a- h' c Ift E, Z-fft)
B 7.0 1200 0,1429 0.84 0.25 0.45 0.30 320 0.333 30
C 9.5 900 0.1053 1.00 0.15 0.65 0.20 500 0.200 15
D 11.5 700 0.0870 1.07 0.11 0.80 0.15 650 0.125 7
Therefore: a 9.5 aA. 0.105 bA 1.00 Z.,. 900 ft
a- 0.Is b-= 0.65 c 0.20 = 500 ft
0.200 Z-= 15 ft
To calculate Vz(Mean hourly wind speed)
Eq.6-14 VZ 84.44 ft/S
To calculate factors
RL: R. R�
n= 0.7 1.8
Eq.6-13 R,. 0.402 P, 0.676 R, 0,411
To calculgte
Eq.6-7 1 L�= 540.2 ft Intergral length scale of turbulance
Eq.6-12 N,- 2.5.59 Reduced fequency
Eq.6-11 P,. 0.077
To Catculillge (Resonant Response Factor)
Eq.6-10 R= 0.277
To CalculaIg gA(Peak factor for resonant response)
Eq.6-9 OR 1,530
'Tb Calculate I (Intensity of turbulance at height z)
Eq.6-5 0,188
To calculate 0(Background response)
Eq.6-6 Q 0,90t
To calculate Gf(Gust effect factor)
Eq.6-8 Gf 0.881
Date: 06-Awn-N
lcongroupe Signs Designed by: NDS
0 Checked by:
Page: 3 of 12
Job# SF026
Ledger&Strinuer Design(SF/V-Structure&SIB Structure)
UPRIGHT Design Loads:
DL:
MAINTENANCE Grating- 4.0 plf
I r Stringers- (S plf self-weight assumed)
PLATFORM 10%contingency= p:11
I - 15.4 pIf
LL- 280 lbs or
400 lbs(men+equip)
REAR LEDGER
10 -41 Ledger width,WLGR 2.6 ft
Grating: Use 2.0 ps.f McNichols Expanded Metal Grating(or equivalent).
Capacity 20 psf&150 lb concentrated load at mid-span per width of grating.
Stringers;
MSGR WDL S./8+P,sJ4
'0.79 ft-kips Try:FL3X3xi/74];&I
�0.40 ft-kips/stringer Fb-0.6 Fy
F,- 30 ksi
S= 0.569 In' fb w Mis
%- 8.4 kSI OK
Therefore use L3X3X1/4 stringers
Ledger:
M. (w.s.+PLL)(w.pj2+0.5 ft)+9 pif w�"/2
0.94 ft-kips Try:FWU9771f]
Fb=0,6 Fy
Fb= 30 ksl
S- 5.56 in' f� 2.04 kSJ OK
Therefore use W6X9 stringers
Ledger/Upright Connection:
T- MLOJ(2 d) d- 59 in
. 0,96 kip/bolt
Try:
Ft- 20 ksi
A�,- 0.19 in2 TuDw- Ft Awk
- 3.8 kip/bolt OK
Therefore use 1/2 dia.bolts
L3x3xV4 Clip Angle:
cl�- n.5 in a- 1.25 in b- 1.5 In
d'=dwit+1/16 a'=a+cl�,/2 b'= b-db�/2
= 0,5625 In :s in . 1.25 in
p: 2.375 in P= b7a' 0= 1/p(B/T-1)
F, 5 Q ksl . t,,83 = 3.55
T- 0,96 kip/bolt 6- I-d'/p a,- 1.0
-'.8 kip/bolt =
tr..'d- 4 STb'/PFI(I+6a')
- 0.214 In t.11.� 0.25 In 0K
Note: For back-to-back structures top Clip is not required.
Bolts are In shear only;therefore,check bolts for shear: V.�=(w.,s.+P.)/4
- 0.1_�I kip
V.LLow= 17�Abft
- 1.9 kip OK
Date: 06-Aug-07
1congroupe Signs: Designed by: INDS
0 Checked by:
Page: 4 of 12
lob SF026
ructure)
Upright:
Upright Height,h.- 7 ft Design Wind Pressure,P'.= 32 pst M= wh U2/2
upright Spacing,s.- 7 ft Uniform Load,w- P'.su . 5.5 ft-kips
Unbraced Length,L- 7 ft - 0,23 kif
No.Uprights,n- 5 Trv: w8X1 0
Dist to Torsion CL,dcL- 5.5 ft
S in,
L� 3.7 ft
L, 3.4 ft
Therefore,Fb Fy(0 79-0 002 0/2tf) /1'y]
MR 26 ft-kips OK
A_- 0.13 In
Therefore use WBXIO
Dead Load:
Upright,wu- 140 Its
Ledger,WL- 23 Its
Stringer,ws- 137 lbs
Handrail,w�- 70 lbs
MaInt.Platform,wmp= 193 lbs
Sign Face,WSF W 210 lbs
Trivision,wTv= 1200 lbs
10%ContlngencV- 197 lbs
JDL= 2171 lbs
Spreader:
Max.Cant Length,L�- 14.0 ft Try: W1 2X22
Max.Unbraced Length,L- 14.0 ft 25.4 in'
M,-XDL L_t/1000 S
. 30.4 ft-kips L� 4.6 ft
MWIND- 5,S ft-kips 3.6 ft
IM- 35.93 ft-kips Therefore,Fb Fy[0.79-0.002 'FYI,
MR. 102 ft-kips OK
A_- 0.19 in
Therefore use W12)(22
Max.Cant Length,L_,= 10,0 ft Try: wi 2XI 9 WE
Max.Unbraced Length,L- 10.0 ft S 21.3 in'
MDL-j:DL Lmt/1000
. 21.7 ft-kips 18 ft
MVRNO= 5.5 ft-kips L, 3.6 ft
ZM- 27.24 ft-kipS Therefore,Fb Fy[0.79-0,002(bf,'2tf) /FYI
M,. 84 ft-kips OK
A_- 0.08 In
Theretore use W I 2X I q
Max.Cant Length,L_,- 5.0 ft Try: W1 2X1 6 TC
Max.Unbraced Length,L- 5.0 it S- 1.7.1 In'
MDL'j:DL L—t/1000
- 10,9 ft-kips - 3,6 ft
MWNO= 5.5 ft-kips = 2.9 ft
ZM- 16.39 ft-kIPS I he,pfore,Fb �y 10,79-'J)0'(b,"/2tf) /Fy
MR= 65 ft-kips OK
A_- 0,01, In
Therefore use W12X16
L3x3x1j4 Stringers: (at visual face of uprights)
0.577 in' M.11—= 1.33 Fb S w.Uk—.UbL
Simple span,SS: ft - 23.0 In-kips - 329 4 SO QJf
MI W(S+Sj2(S_S,)2/BS' 50
7)80612'-44898W w- M/8 240 plf 3- pif
C) ,'4 kif X 63 ft
Cantilever span,S.- 4 ft !40 pif
M2- w s.2/2
Therefore ust,'t_3.x3x!.y4 sqingers at:6 ft O.C�(rrmx)
- 8w
Date: 06-AU9--07
Icongroupe Signs: Designed by: NDS
0 Checked by:
Page: 5 of 12
Job# SF026
Ueright-Spreader Connection Design CV-Structurel
Upricht/Spreader connection:
Upright: W8X10 Spreader: W12X22
SPREADER S.- 7.81 In S.- 25.4 In
A- 7,89 In db= 12.3 In
UPRIGHT--------\,, t,,- 0.205 An tfb- 0.425 In
�2 bft- 3.94 in tin,- 4.03 In
- 0.17 In - 0.26 In
k,- 0.505 In kb- 0.725 In
k��= 0 in kg,- 0.625 In
'4P EE'NJ CD PL P,- 1.5 In t.- 0.5 in
db.,t= .0.5 In gage- 2.5 In
MDL- 1.1[((w.d,2)+((w.+2vvmcO)112)+1.5 w_+2.0w,)]L_t 11000
L dc 3.8 ft-kips
MwmD- 5.5 ft-kips
J:M- 9.3 ft-kips
Bolt Design
Flange force;Ff-I:M/(db tfb) Tba-Fr/4
. 9.4 kips . 2.4 kips Try: 1h"0 A325 b
TAUOW- 1.33 Abft F,
. 11.2 kips OK
Therefore use 1/2-in dia A325 bolts
Spreader Fiance/End Plate weld:
DF&uo-Ff C 2(br.+tr.) tb]0.928
. 1.2 Therefore w 1/4 fillet weld
End Plate Design:
b.-bb+1 P.-P,-(dba/4)-0.707w AgIA.-(b%tfb) (0.305(db-2 tr.))
. 5.o in say 8.0 In - 1.20 -0.490
C.- 1.11 P./d�,,,- 2.40 a.-C.C.(&/A.)"'(P./db.)_V4
Ct- (thb/(br.+1))n -0.975
-0.895
M.-c6 Ff P.14 Try: W'plate
. 2.75 In-kips
Allowable M.- 1.33(4.5 b.t�)
. 12.0 In-kips OK
Therefore use 1/2"plate x 8.0 in wide end plate
Column Stiffeners:
Check column yielding:
Pbf- 5/3 Ff Pbff.%_, F,t_(tfb+6k+2t.+2_)
. 15.7 kips 42.12 kips OK
Check column web buckling:
Pwa-1:5 P�- (4100 t_'4F,)/d, 18,05 kips OK
Check column flange bending: (opposite tension flange)
b.- 2.5(Pf+tfb+Pr) A,/Aw- 1.0 P.,- gage/2-k,,-d./4
- 8.5625 In Cb- 1-0' . 1.125 In M. 3.60 In-kips
Required tk- (6 M,127 Po)k2
. 0.31 in NO GOOD
Therefore column Web stiffeners are required
Column Web Stiffeners: (per AISC ASID Specification K-8)
Pbf- 15.7 kips F,t,,'/O.16 P.1- t., P_- SF,t_k.
p,. 18.01,, kips 13A3 kips . 8.5 kips . 21.4625 kips
Req'd stiffener area,A_- O.S(Pb,-(p_+tjbPj)/1.33*F, Mtn.stiffener thickness-tft/2
- -0.07 in' = 0.2425 in
Req'd thickness-A_/width
Min.stiffener width- 'A bfb-twJ2 - -0.056 In Use 1/4 in
1.26 in Req'd width-A-/thickness
or= bfJ2-kic - -0.28 in
. 1.47 In Use 1.25 In Min.length-(dj2)-k,
. 3.44 in
Min.w 1/4 fillet weld
Req'd weld length -1.3 In Use 4.0 in
Therefove ure 1/4 in Y.4.0 in web stiffeners
Date: 06-Aug-07
icongroupe Signs: Designed by: NDS
Checked by:
Page: 6 of 12
IL
Job# SF026
Torsion-Soreader Connection Design: Fuillpertial Flag ConfigumtIon
Torsion:
PWD 11- 2�17 ft
SU. 7.0 ft
1.6-. 82.4 pff
11 2.17 ft 4 spaces x 7 ft 2.8 ft
P, (2(ZDL+(W-dr L.M))11()00 Mo,- PD,(51,+10S)+ (11+4S)/2
P.: P,.4.34 kips - 386.6 ft-idps
(11�i+h__)sJ1000 MWM- PW(51,+10s)
. 3.16 kips . 255.7 ft-kips
J:P- I'm+PW M,. (MDL 2+Mwrk,1)112
. 7ZO kips = 465 ft-kips
M,- n Pw((h�..j+h_)/2-d=j
- 24 ft-kips
Mb,, 1158.9 ft-k M�p 1287.7 ft-k
Try: 5/8
A-P/30[I,'+(2s.+1j"+(3%+1,)3+(4SU+ +(SSM+11)3] Mb Mb-+(Mt M�)2. 040 OK
AOL- 1.3 In
AW. 2.3 In 1.33 M,)L Mb_ 0.45 OK
A_ /(A.L +AW) Therefore use 30-in dia x 0.62S-in torsion pipe.
2.7 In
Torsion-Spreader Connection:
d LIJ2 Spreader:-W1 2X22 Pw- 3,16 kips
S.- 25.4 In
SPEADER db= 12.3 In MOL- 30.39 ft-kips
t4b- 0.425 In MWWO- 5.54 ft-kips
bfb= 4.03 in YM- 35.93 ft-kips
a 5/8.4 A325 t_�- 0.26 In
TS J 112*CA k,- 0.725 in
k.- 0.625 In
SET
_E - 1/4 In
gage- 2.S in
T
1/4 d- 8 In
s. 4 in
It 1/4-
r
SHAK
M1/4
SION
Bolt design:
Gusset Plate force;F4-ZM/(2d+S) Twk-F./4
. 21.6 ft-kips . 5.39 kips Try: W'4)A325-N boT-*l
VWK- PW/8 TALLOW- 11.2 kips OK
. 0.40 kips VALLOW- 5.3 kips OK
Therefore use 1/2"4)A325-N bolts
1/4-Fillet Weld to Torsion: ksl)(0.707)(1/4)1.33
Torsion size: 0- 30-In V-J:M (d+s/2) weld capacity 0.3(70
tw,= 5/8 in - 43.11 kips 4.94 kips/In
Min weld length,L- Wweld cap
. 8.73 In
Note: Use similar connection as above for upright-spreader connection of single face&back-to-back structures(rotate 901.
Date: 06-Aug-07
Icongroupe Signs: Designed by: NDS
Checked by:
Page: 7 of 12
Job SF026
Torsion-Soreader Connection Design: Center Mount Configuration
Torsion:
PWP
Su W 7.0 ft
= 55.1 pif
5 spaces x 8 ft 40 ft
P.L-(2(jDL+(W�r L.))/1000 MOL-4.5 PDLs+w. (2.5s)2/2
. 4.34 kips . 145.2 ft-kIps
pw-pl.(h.,+h_)sJ1000 MWIND-4.5 PWS (Wind on one side of sign-conservative)
3.16 kips . 99.6 ftkJps
Mb m (MDL'+MWU#D')'12
. 176 ft-kips
M,-n Pw 1(hft"+h_)/2-d,,cLJ
24 ft-ldps
Try: 0 M��- 311.0 ft-k M�p 345.5 ft-k
A=P/3E1[11'+(2s,+11)"+(3%+11)3] Mb Mb-+(Mt M�)2- 0.57 OK
AoL- 61 In
Aw. 0.2 In 1.33 M%)L K� 0.62 OK
V(A.2+4.1)
0.3 In Therefore use 20-in dia x 0.375-In torsion pipe.
Torslon-Spr-eadgr Connection:
;I.1 Spreader: W12X22 Pw- 3.16 kips
Sx- 25.4 In
FEADER db- 12.3 In MDL= 30.39 ft4dps
tb- 0.425 In MwT"D 5.54 ft-kips
bb- 4.03 In J:M 35.93 ft-kips
025 tb 0.26 :n
12'�A lc� 0.725 n
kb 0.625 In
L7
t.. 1/4 In
gage 2.5 in
1/4 d. 8 In
4 In
R 1/4-
W-SHAPE
1/4
SON
Salt design:
Gusset plate force;F.-EM/(2d+s) TwIt-F./4
. 21.6 ft-kips . 5.39 kips Try: W'0 A325-N
Vbft=PW/8 TA,,�w- 11.2 kips OK
. 0.40 kips V.,�- 5.3 kips OK
Therefore use 1/2"0 A325-N bolts
114"Fillet Weld to Torsion:
Torsion size: CO- 20-in V-J:M (d+s/2) weld capacity- 0.3(70 ksi)(0.707)(1/4)1.33
. #REP in . 4111 kips .4.94 kips/in
Min weld length,L-Wwaid cap
. 8.73 In
Note: Use similar connection as above for upright-spreader connection of single face&back-to-back structures(,uta 90*).
Date: oo -oo
fronqrOLIPE Signs: Designed by: 0
m Checked by:
0
It Page: a of 12
IL
Job SF026
Wu 2
- D11 wt
0 t s I PO M- F'
tn In I rkS I ft-k I , �T In ft pff
1.0 1,000 ,U.O S9.69 270.1 2701 25.2 ;754.4 14 838,2 6,73 534
31132 0.969 20-6 35 57.9.1 262.9 2629 25.2 73.4.3 tzo 815.9 6.74 .5-1.5 197.1
15116 0.93P 21-7 35 56.14 2-5L5.6 2,556 25.2 714.0 J 4 793,3 6.;'5 .53�6 1.91.0
29132 0.906 P'.1 35 54.36 248.3 �1483 25.2 693.5 14 7M5 (;.76 Z35.0
718 0.875 2�'A.4 35 512.57 240.9 1409 25.2 6 72.7 14 74.7.5 6.17 53,7 178.9
27132 0.044 23.7 35 50,78 233.4 2334 �?5..? 651.8 14 724.2 6.78 53.8 172,8
13116 0613 .;4.f, 3S 48.95 225.8 2259 25.2 630.6 14 700.7 617.9 53.9
25132 0.78,1 25.0 35 47.17 216.1 2181 2S.2 609.3 14 677.0 6.80 54.0 160.5
314 0.7ri) 26.7 35 45.3r; 210.4 2104 25.2 587.7 14 6 5.1,0' 6.81 54.1 114.3
23132 0.719 2,.f 35 42-54 202.6 2026 25.2 565.9 14 628.7 6.62 54.1 J 48,1
12116 0.668 291 35 41.71 194.1 1947 25.2 543,8 14 604,3 15,83 54.2 141.9
518 0.625 35 38,04 178.7 1787 25.2 499.1 14 554.6 6.85 5-1.4 129�5
20 1 25�2 476.4 12.3.2
9132 0.594 33;7 35 36.20 170.C 1706 14 529.3 6.66 54.5
9116 0.563 35.6 35 34.JS 162.4 1624 25�2 453,5 14 503.8 6,88 54.6 116.9
17,132 0.531 37.6 35 32.49 154.1 1541 25.2 430.3 14 478.1 6.89 54.6 110.C
112 0.500 40.0 35 30A53 145,7 1457 25.2 406.9 14 452.1 6.90 54.7 104.2.
15132 O�46q 42.7 35 26.76 137.2 1372 25.2 38.3.3 14 425,9 6�9j �54.8 97.9
7116 0.438 45.7 35 26.89 128.7 1287 25.2 359,4 14 399,4 6.92 54.9 91.5
13132 0�406 49.2 35 25.01 120.1 1201 -15.2 335.3 14 372.6 15,93 5.57.0 85.1
318 0.375 53.-3 35 �13.12 111.3 1113 25.2 3 2 j.0 14 .145.5 6.94 55.1 78.7
11132 0.344 58.2 35 . ;.'1.23 1 q2.6 1026 25.2 266.4 14 3ts.2 6.95 55.2 72..
5116 0.313 64.0 35 19.33- 93.7 937 25.2 26j.6 14 290.7 6.96 55.2 65.8
9132 O�281 71.1 '35 17.42 84.7 n47 25.2 236,6 14 262.8 6.97 55.3 59.3
114 0..250 6G.0 75 15.51 ;15.6 756 25.2 211.3 14 234.7 6.98 55.4 &�.S
1.0 1.000 30�0 35 77- 639.3 9589 25.2. 1785'5 14 1983.0 10.26 81.4 310.0
31132 0.969 .31.0 35 88.35 .621.2 9319 �5,2 1735.1 14 19279 10.27 81.5 300.6
15116 0.938 32.0 35 85.60 603.1 91747 25.2 1684.5 14 11171.6 10.28 81.6 29.1.3
2.9132 0.906 33.1 35 82.83 584.13 6773 25.2 16j3.5 14 J815.0 10.29 81.7 261.9
718 0.875 34.3 35 UO.06 566.S 8497 25.2 1562.1 14 1757.9 10.30 81.8 27�'A
27132 0.844 35.6 35 71.29 548.0 8219 25.2 15304 14 1700.5 10.31 8j.8 263.0
13116 0.813 -345.9 35 74.50 529-3 7940 25.2 1476.4 t4 1642,7 .10.32 81.9 253.5
25132 0.781 36.4 35 71.71 510.6 7659 25.2 1426.0 14 1584�5 10.33 8-11�0 144.0
314 0.750 40�0 35 68.92 491-7 7375 25.2 1373.3 14 152-�.9 10.34 82.1 234��,
23�132 0.7J9 41.7 35 66.12 472.7 7090 25.2 1320.2 14 1466�9 10.36 8 Z,2. 225.0
11116 0.688 43,r 35 63.31 453.6 6603 25.2 1266.8 14 1407,6 1O.J7 82.3 215.4
5/8 0.625 46,0 Is 57 CR 414.9 15224 25,2 1158.9 14 1287.7, 10.39 62.4 f 96.3
30 19132 0.594 5015 J5 F4.S!, 395.4 5932 25.2 2104.4 14 1227,1 10.40 8-1.5 18 6 1 C
9/16 0.563 5.7.3 35 52.02 375.8 5637 25.2 J049.6 14 1166.2 10.41 62.6 177.0
17,'32 0.531 56.5 35 89.18 356.0 5341 25.2 994.4 14 104,9 JOA2 82.7 167.4
112 0.500 60.0 .35 46.34 336.1 5042 25.2 938.9 14 1043,2 10.43 82.8 157.7
15132 0.469 64.0 35 43.4 9 ..716.1 4742 25.2 862-9 14 961.1 10.44 $2.9 148�0
7,'l 6 0,438 68.6 35 40.63 -196.0 4440 25.2. 826.7 14 918.5 10.45 83.0 136,3
13132 0.406 73,13 35 37.77 275., 4136 25.2 770.0 14 855.6 10.46 8.1.0 128.5
.318 0.375 80.0 35 34.90 255.3 3029 25.2 713.0 14 792.3 10.47 63.1 116.8
11132 0.344 87.3 35 32,03 234.8 3521 25.2 655.7 14 7217.5 10.49 83.2 10.9-0
5116 0.313 96.0 35 29.15 . 214.1 .3211 20.9 495.8 14 C64.4 10.50 63.3 99.2
9132 O�281 106.7 35 ?C.26 19 3,3, 2899 20.2 432�9 14 599.8 10,51 8.3.4 89.4
114 0.250 120.0 35 23.37 172.3 2.585 19.5 372.8 14 534.8 1,0.52 83., 79.5
J.000 36.0 35 109.91, 936.2 16851 25.2 26M.7 j 4 2 9 05.2 11-18 98.2 374.2
31132 &969 37.2 35 106.61 909.3 16367 25.2 .2539.6 14 2821.8 12.39 98,3 362.8
15116 0.938 .38.4 35 103.27 882.3 15681 2�.2 2464.2. 14 2738.0 12.41) 911.4 351.4
29132 0.906 39.7 .35 99,91, 855.11 iS392 2S.2 23611.3 14 21553.6 12.41 96.5 340.0
716 0.875 41.1 35 9,11.55, 827�8 14900 25�2 2312.0 14 2!�66.9 12.42 -98.6 32R.C
27132 0.844 4?..' 35 93.19 800�3 1440C 25�2 2235... 14 248.1.6 12.43 9817 31;'.1
13116 0.1913 44 3 35 89,62 772117 13906 ?5.2 .7150.1 14 23W.9 12,44 148.8 XM.t,
25132 0.761 46.e .15 86.44 744.9 13,409 25.2 ?ON0,6 14 .'311,8 12.45 98.8 '94 1
.314 0.750 48.0 35 03,06 ?170 12906 25,7 Z.00-1.6 14 2225.1 1,,.4� 9�..q 282.f.
23132 0.719 50,1 35 79.67 68V 9 12.11); 25.2 t1);-4.,? 14 2;J8.0 :2.46 99,0
11,116 0.688 1'.4 35 71;.27 C,fl,0-2 .1 11.59 3 25.2 JOL15.d .(4 2050.4 12 4.9 99.1
,q/8 0.625 5;1.(1 , 69.46 603.8 '10668 25.2 1666.4 14 JR,13.8 12.51 99.3
36 19132 0.594 CO.6 35, 66,04 .-1 il5j i 035-2 25,z? 1,506.3 14 1184.8 1�'.52 99.4. 224.7
gi,z 6 0.563 �4 3" 62�6,1 i46 ' 963.) 2 14 2694.3 J.�.53 99.4
17132 0.531 8 3.5 5.9.�,V 5 i Z-) 93 7 2!i, 144.1 7 14 IC05-i 1,�.,14 T;5 20)4
1p 0.500 0 32� 55 7�, 48R.1 ��786 -15.2 x 362.1 14 17514.8 1.',5 5 . 99.6 N1.9.5
15/32 0,469 J6.f; 15 '5�31? 11flij.11 25.;� !2R!,5 14 14.13.R i 11.1*41 99.;, I In.11
7,96 0.438 112-1 3!t q a Hill 1,9.3 Z�,261 25�. f?';9L 2 1, jj.�2.0 1 l;7 99,8 2
1.3/32 0.406 513.6 3�� ?.1�9.11 1,195 25,;, 1 Nf, !4 !��0.5 !.?.1;!?, (.
3IR 0.375 WO) P; 11,9 14 1 18.0 1 6e) iiO.F, 1 7.1i
1 0.344 i
511 F,
0.313
9/32 0.261
0.250
Date: 06-Aug-07
U 1congroupe Signs: Designed by: NDS
Checked by:
0
Page: 9 of 12
Job# SF026
rsiml-Column Genngoon DesilM: Full/Partial ConfturatioilL.
Design Loads:
Dead Load: Wind Load:
MDL M9 ft-kips P. p'.(h._,+h._)vl�, Torsion CL to Plate,d. 1.5 ft
!16 kips
M. P.(0-5(h_l+h_)-(d�+cl�)
.0 ft-kips
256 ft-kips
Plate Dimensions&Properties:
Im 1w-4[2(22 3.25)2+(22-8.75)']
- 3514.75-In'
+1,
7029.5 in'
c- 18.75 in
r- 42c'
- 26.5 in
Bolt spc,g,st..- 5.5 In
Bolt Design:
T- (M�+M�Jrjl ft-T/A�m A� 1.767 In' Try: I IA"O.A325-N
. 24.9 kjP5/bOIt . 14.1. kSI Flt- 1.33-4(Fj-4.39f,)
v. M,r/j+P�t12 VIA�ft . . 55,0 ksi OK
- 12.7 kips 7�2 ksl Fv- 21.0 k5l OK
T-- MDLC/I 14.1 kSI 6K
. 24.9 IdWbOlt
Torsion Saddle Beam Design:
t, 0.94 In k, 1.125 in
T,:M-6-1 50 t. 0.625 In bf 12,0 in
a. 3.24 in 3.99 In p- OA2 B- 77.7 kips
b. 2.44 In b-. 1.69 In 6- 0.67 T- 24.9 kips
d- 1.5 in d-. i.56 in P- 5.02
p. 4.75 In a.. 1.0 td= 'V8Tb'APF1(I+6Q')
0.80 In OK
Check flange bending:(as a plate fixed on 3 sides and free on one side)
b= swft-tw� 71ba, M. M Coeff qa'/1000 %- M/St
. 5.0 In 1,02 ksl M.Coeff- 56 M,- 1.35 In-Idps/In - 9.2 ksi
a- b,/2-k, M,Coeff- q7 M,. 2,10 In-Idps/In - A.3 ksi
- 4.8625 In t�/6
b/a- + 1.0 0.1s in/in (f,+1`�,)/F, 0.47 OK
Required Web Stiffener Size:
T/F, t,- A,.ed/(O.Sbrkl)
0,83 in' . 0.17 in Use 1/2 In stiffeners Stiffener Width- O.Sbr-ki
. 4,86 in
Fillet weld size 0.5 T/0.3 F,0,707(bf/2-kj)1.33 W/t- 9.7
0.13 in use 5/16 in fillet weld 95/NFv= 13.4 OK
Therefore use 1/2 in stIffeners,
Column Cap Plate Design:
Mp,=4.5 7/6 W 4.5 In Req'd t,- 46M/1.33 27 Therefore tpL 1.25 In
. �,8.7 in-kJps - 0,830 in
M,/W- 4.15 in-kips/in therefore use 1.25 in thick PiRte
Required Stiffener Size: I_ 7.5 In 10 in
Andd-T/Ft A�d/L-
. 0,83 In' 0.11 In Use 1/2 in stiffeners
Fillet weld size=0.5 T10.3 F,0.707 L�m
. 0.11 in Use �j/16 In fillet weld Therefore u.se 1,/2 in stiffevve,s
Date, OC AUC�-07
R.011groupe signs� Designed by:.NDS
Checked by:
0
Page: 10 of 12
lob# SF026
Torsiog:9column Cgonnectign Design. Center Mouq&Con tion
Desi.gn Loads: Wind Load:
Dead Load:
MOL ft-kips P.- p'�(h�..j+h.-.)W,,..i Torsion CL to Plate,dHMD 1.0 it
. 13.6 kips
M.- P.(0.5(h.-I+h.-) (dtcL+d�)
7 ft-kips;
FA 100 ft-kips
Plate Dimensions&Properties:
4[2(22-3.25)'+(22-8.75)']
3514+75 in"
7029,5 In'
C= 18.75 In
r= 42c2
. 26.5 In
Bolt SPC'g,SbMt- 5.5 In,
Solt Design,
T (M�+M,,L)c/1 fi, T/A� A� 1.767 in2 Try: 1 W'0 A325-N
9.7 kips/bolt 5.5 ksl rt= 1,334(F,'-4.39f,)
v- KrI 1 3+Pf12 f� WAk . 57.8 ksi OK
. 5.6 kips 3.2 ksl F,- 21.0 ksi OK
Tm= MmC/1
. 9.3 kips/bott f,- 5.3 kS11 OK
Torsion Saddle Beam Desi n:
Try:I W2406 AW61 t�- 0.44 in bf 8.99 In tf 0.68 in k, 0.93,75 In
a 1.75 in a- 2.50 In p- 0.71 B- 77.7 kips
b 1_53 in b'_ I.M In b- 0.67 T= 9.7 kips
d 1.5 in d'. 1.56 in 0. 9.80
p 4.75 In 01. 1.0 t-'d- %/8Tb'/(PFJ1+60')
0.51 In OK
Check flange bending:(as a plate fixed on 3 sides and free on one side)
b=sm-tw. T/ba M= M Coeff qa2/10()0 %- M/S,
. 5,0 in 0.55 ksl M.Coeff- 56 M�- 0.39 in-ldps/in %�= 5�O ksl
a= bf/2-k,� K,Coeff- 87 M,- 0.60 in-kips/in fb,= 7.6 kSI
- 3.5575 1 n S, V16
b/a- 1+4 i. 0.08 in,/in (fb.+fb,)/Fb= 026 OK
Required Web Stiffener Size:
A�d=T/Ft t�d A_-dAO-5brk2)
. 0,-�3 2 in' 0.09 In Use 1/2 In stiffeners Stiffener Width- 0.5b,-k,
. 3.56 . In
Fillet weld size= 0.5 T/0.3 F,0.707(bdF2-kj)1.33 w/t. 7.1
. n,o? in Use 5/16 in fillet weld 95/VF�- 13.4 OK
Therefore use 1/;!in stiftervers
Column Cap Plate Design:
M, 4.5 T/6 W 4�5 in Req'd tp, 46M/1.33 27 Therefore t,� 0.75 In
in-kips 2 In
. I rheieto,e us�01-7.5 In thicic plate
M,/W '1.62 in-kips/in
Required Stiffener Size: 7.5 in L 10 In
AI.Wd=T/Ft A_.d/L-
= 0.3-2 in2 U.04 In Use 1/2 In stiffeners
Fillet weld size= 0.5 T/0.3 F,0.707 L,.
. 0.04 in Use 5/16 In fillet weld
Date: 06-Aug-07
Designed by: INDS
U fcongroupe.Signs:
Checked by:
0
Page: 11 of 12
Job# SF026
Gelumn and Fou ation i n
Design Loads:
Dead Load: Wind Load: p_=p'.(h,+h.-.)w-., M.. P_(HAGL+(h..,+h._)/2)+P.(HAGL/2)
ML ft-kips On Visua . 13.0 kips . 1384 ft-kips
On Column: P�= p,HAGL wcL Mt= Pw s(611/s+15)
= 7.3 kips . 256 ft-kips
Column Pipe CapaCitY Cha&
ESIGN LO DS Column Pipe Size ALLOW LOADS (M, M-P)2
HAGL P. P,,�+P- M. Mb (M M 2+M 2�111 2 0 t M-, M-P Mb M-,+
It ft4 In In fr-k . -
10 14,5 267 471 9132 0.281 594.2 867.8 0.88
15 15.0 353 525 5116 0.313 678.2 961.7 0.84
20 15.5 439 S86 11132 0.344 765.8 1055.1 0�32
25 16.0 525 653 11132 O�344 755.8 1055.1 0.91
30 16.5 611 724 318 0.375 856.8 1148.0 0.89
35 16.9 696 796 13132 0,406 1116.4 1240.5 0.76
40 17.4 782 874 13132 0.406 1116.4 1240.5 0.82
45 17.9 868 951 13132 0.406 1116.4 1240.5 0.89
50 18,4 954 1030 7116 0.438 1199.2 1332.4 0.90
55 18.9 1040 1110 7116 0.438 1199.2 .1332.4 0.96
60 19.4 1126 1191 36 15132 0.469 1261.5 1423.8 0.96
65 19.9 1212 1273 112 O�500 1363.3 1514.6 0.96
70 20.3 1296 1355 17132 0.531 1444.7 1605.3 0.96
75 20.8 1384 1437 9116 0.563 1525.7. 16953 0.96
so 21.3 1470 1520 19132 0.594 1606.3 17S4.8 0.97
1 .5/8 0.625 168E4 1873.8 0.97
I's 21.8 1556 1604 11116 0,688 1845.4 2050.4 0.93
90 22.3 1642 1687 0.93
95 22.8 1728 1771 23132 0.719 1924,2 2138.0
100 23.2 1814 18,15 314 0.750 2002.6 2225.1 0.94
105 23.7 1900 1939 25132 0.781 2080.6 2311.8 0.9-1
1 110 1 24.2 1 1986 2023 13116 0.813 2156+1 2397�9 0,95
Therefore use 36-In diameter x 0.563-in pipe column
Round Footin Desl n Chart
HAGL Design Loads h b PAI 1 200 DSf P_ 300 psf P... 400 psf
P. mb S, A d S, A d S, A d
ldps_ ft-k It ft ft DSf ft ft
10 14.5 471 �2.45 5.0 1064 6.4 19.0 596 43 15.0 2128 3 12.5
15 15.0 5 25 34.96 5.0 i064 6.6 20.0 1596 4.4 15.5; 2128 3.3 13.0
20 15.5 586 7.8.7 5.0 J 064 6.8 21�O .1.596 4-5 1615 2,28 J.4 1.1.5
25 .16.0 6 53 40,8C 5.0 1064 7.0 22.0 1596 .4. .1;7,0 2128 3.5 14.0
30 16.5 724 43.96, 5.0 1064 7.2 23.0 1596 4,8 18.01 2128 3.6 14.5
35 1('.y 798 47.06 S.0 1064 7,5 24.0 1596 5.0 19.0 2128 3.7 14.5
40 17,4 574 50.12 5.0 1064 25.0 1596 5.1 1915 2128 3.8 15.0
45 17.9 951 53.10 5.0 1064 7.9 26.0 1596 -5�3 20.5 2126 3.9 15.5
so 18.4 1030 5(5.06 5.0 1064 8.2 27.0 1596 5.4 21.5 2128 4.0 16.0
55 18,9 1110 .58.61 S.0 1064 8.3 28.0 1596 55 22.0 2128 4.2 1610
60 19.4 1191 61.51 510 1064 8.5 29.0 1596 5.7 23.0 2128 4.3 16.5
65 i 9.9 1273 64.12 5.0 1064 8.7 29.5 1596 5.8 23.5 2128 4.4 17.0
70 20.3 1355 66�63 5.0 1064 8.9 36.5 1596 6.0 24.S 2128 4.5 17.0
?5 20.8 1437 (59.05 5.0 1064 9.2 3115 1596 6.1 25.0 2128 4.6 17.5
80 21.3 1520 71.37 S.0 1064 9.4 32.5 1596 6,2 25.5 212B 4.7 17.5
85 21.6 1604 73.60 5,0 1064 9.6 33.0 1596 6.4 26.5 2128 4.8 IB.0
90 22.3 1687 75.75 5.0 1064 9's 34.0 1596 6.5 27.0 2126 4.9 1810
95 2j.8 1771 77.82. 5.0 1064 10.0 35.0 1596 6.7 27.5 2128 5,0 18.5
100 22.2 1 B55 79.Bl 5.0 1064 10.2 35.5 1596 6.8 28.0 2126 5.1 18.5
105 23.7 1939 S1,73 5.0 1064 10.4 36.5 1596. 7.0 29,0 2128 5.2 1910
110 24.2 2023 B2.58 5.0 064 10.6 37.0 1596 7.1 29.5 2128 5.3 19.0
Alternate Cube Footlna Design Chart
HAGL Des n Loads h P... 200 DSf P., 300 PSf p- 400 Dsf
ft P. Mb S b d S b d s b d
ft ft ft ft It ft ft ft ft ft-
10 14.5 471 3Z 45 9.0 12.7 11.0 8.0 11.3 9.5 8.0 11.3 a 0
15 15.0 525 34.96 10.0 14.1 12.0 8.0 11.3 10.0 8.0 11.3 8.5
20 IS.5 586 37.82 11.0 15.6 11.0 8.0 11.3 10.5 8.0 11.3 910
25 16.0 653 40.86 11.0 15.6 1115 8.0 11.3 11.0 8.0 11.3 9.5
30 .16.5 724 4.3.96 12.0 17.0 11.5 8.0 11,3 11.5 8.0 113 10.0
35 16.9 798 47,06 12.0 17.0 12.0 8.0 1113 12.0 8.0 11.3 10.5
40 17.4 674 50.12 13.0 ISA 12.0 9.0 12.7 12.0 8.0 113 11.0
45 17.9 951 51.10 14.0 19.8 12.0 9.0 12.7 12.5 8.0 11.3 11.0
so 18.4 1030 56.00 14.0 19.8 12.5 9.0 12.7 12.5 8.0 11.3 11.5
55 1&9 1110 58.61 14.0 19.8 13.0 10.0. 14.1 22.5 9.0 12.7 11.5
60 19.4 1191 61.51 14.0 19.8 13.5 10.0 14.1 13.0 9.0 12.7 11.5
65 19.9 1273 64.12 15.0 21.2 13.5 10.0 14.1 13.5 9.0 12.7 12.0
70 20.3 1355 66.63 15.0 21.2 13.5 10.0 14.1 13.5 9.0 12.7 12.5
75 20.6 1437 69.05 15.0 21,2 14.0 10.0 14.1 14.0 9.0 12.7 13.0
80 21.3 1520 71.37 15.0 21.2 14.5 11.0 15.6 14.0 9.0 12.7 13.0
85 21.8 j 604 73.60 15.0 21.2 15.0 11.0 1.5.6 14.0 9.0 12.7 13.5
90 22.3 1687 755.75 16.0 22.6 14.5 11.0 15�6 14.5 10.0 14,1 13.0
95, 22.9 1771 77.62 16.0 22.6 15.0 12.0 17.0 14.0 10.0 14.1 13.5
100 23.2 1 e55 79.81 16.0 22.6 15.5 12.0 17.0 14.5 10.0 34.1 13.5
1 Of" 23.7 1939 8,73 16.0 �2.6 16.0 L3.0 IPA 14.0 10.0 1-i'l 14.0
110 2,;.2 202-3 83.58 16.0 22.6 1 .0 13.0 .18.4 '14.5 10.0 14.1 14,S
Therefore use 5.0-ft diameter x 31.5-ft deep foundation or use 15.0-ft x 15.0-ft x 14.0--ft deep foundation
Date: 06-Aug-07
1congroupe Signs: Designed by: NDS
U
r% Checked by:
0
Page: 12 of 12
Job SF026
ind Founslaficin 4 4
Design Loads:
Dead Load: Wind Load:
M,- 145.2 ft-kIPS On Visual: P_- low(h_,+h._)w.. P-(HAGL+(h�i+h-)/2)+P_(HAGL/2)
. 13.6 kips 1384 ft-ldps
On Column: P_- p*.HAGL W. no torsion on Center Mount
. 7.3 kips 0 ft-kIps
column Pipe Capacity Chart.*
ESIGN LOADS Column pipe Size ALLOW LOADS
HAGL P..p-+p- Mw lwl� (M.L,+M.�,),!, 0 t Mb� Mt.0 Mb M-I+K M..),
ft --kins ft-k M� In ft-k
10 14.5 267 304 114 0.250 513.7 773.4 0.59
is 15.0 353 381 9132 0.281 594.2 867.8 0+64
20 15.5 439 462 9122 0.281 594�2 867.8 0�78
25 16.0 525 544 5116 0.313 678.2 961.7 0.80
30 16.5 611 628 5116 0.313 678.2 961.7 0.93
3S 16.9 696 711 11132 0+344 765,8 1055.1 0.93
40 17.4 782 796 318 0.375 856.8 1148.0 0.93
45 17.9 868 880 13132 0.406 1116.4 1240.5 0,79
50 18.4 954 965 13132 0.406 1116.4 1240.5 0.86
55 18.9 1040 1050 7116 0.438 1199.2 1332.4 0X8
60 19.4 1126 1135 36 15132 0.469 1281.5 1423.8 0.89
65 19.9 1212 1221 112 0.500 1363.3 1514.8 0.90
70 20.3 1298 1306 112 0.500 1363.3 1514.8 0.96
75 20.8 1384 1392 17132 0.531 1444.7 1605.3 0.96
80 21.3 1470 1477 9116 0.563 1525,7 1695.3 0�97
85 21.8 .1,-�6 1563 19132 0.594 1606.3 1784.9 0.97
90 22.3 1642 1648 518 0.625 1686.4 1873.8 0.98
95 22.8 1728 1734 11116 0.688 1845.4 2050.4 0,94
100 23-1 1814 1819 23132 0.719 1924.2 2138.0 0:95
105 23.7 19GO 1905 314 0.750 2002.6 2225.1 0.95
110 24.2 1986 1991 25132 0.781 2080.6 2312.8 0.96
Therefore use 36-in diameter x O.S31-In pipe column
Round FaDting Design Chart
MAGI. h b P.. 200 psf Pw, 300 Dsf 400 Do
p
P. Mb 5, A d A d Sl A d
kips ft-k
ft ft ft ft ft DO ft
10 14.5 304 20.91 5.0 1064 6.4 16.0 15916 4.3 12.5 2128 3.2 10.5
15 15.0 381 25.41 5.0 1064 6.6 17.5 15916 4.4 13.5 2128 3.3 11.5
20 15.5 462 29.62 S.0 1064 6.8 19.0 15916 4.5 15.0 2128 3.4 12.0
25 16.0 544 34.07 5.0 1064 7�O 20.5 15.96 4.7 16.0 2128 3.5 13.0
30 16.5 628 38.12 5.0 1064 7.2 21.5 1596 4.8 17.0 2128 3.6 13.5
35 16�9 711 41.98 5.0 1064 7.5 23.0 1596 5.0 1&0 2128 3.7 24.0
40 17.4 796 45.66 5.0 1064 7.7 24.0 15-96 5.1 1910 2128 .3.8 14.5
45 1 7�9 880 49.15 5.0 1064 7.9 2S.0 1596 5.3 20.0 2128 3.9 15.0
so 18A 965 52.47 5.0 1064 8.1 26.0 1596 5.4 20.5 2128 4.0 15.5
55 18.9 1050 55.62 5.0 1064 8,3 27.0 1596 5.5 21.5 2128 4.2 16.0
60 19.4 1135 58.63 S.0 1064 8.5 28.0 1596 5.7 22.5 2128 4.3 16.0
65 19.9 2221 61,SO 5.0 1064 8.7 29.0 1596 5.8 23.0 2128 4.4 16.5
70 20.3 1306 64.23 5.0 1064 8.9 30.0 1596 6,0 24.0 2128 4.5 17.0
75 20.8 1392 66.84 5.0 1064 9.2 31.0 1596 6.1 24.5 212.8 4.6 17.0
so 213 1477 69.34 5.0 1064 9.4 32.0 1596 6.2 25.5 2128 4.7 17.5
85 21.8 1563 71.72 S.0 1064 9.6 33.0 1596 6.4 26.0 2128 4.8 17.5
90 22.3 1648 74.01 5.0 1064 9.8 33.5 1596 6.5 26.5 2128 4.9 18.0
95 22.8 1734 76.19 5.0 1064 10.0 34.5 1596 6.7 27.5 2128 5.0 1&0
100 23.2 1819 *76.29 5.0 1064 10.2 35,S 1596 6.8 28.Q 2128 5.1 I&S
105 23.7 1905 80.31 S.0 1064 10.4 36.0 1596 7.0 28.5 2128 5.2 jas
110 24.2 1991 82.24 5.0 1064 10.6 3XO 1596 7.1 29.5 2128 5.3 19.0
Ahemate Cube Footing Design Chart
HAGL D I n Loagi h P.. 200 vsf P_ 300 ost P.,, 400 osr.
P. k b d s b d s b d
kips
ft Lt: ft-k ft ft ft ft ft ft ft ft ft ft
10 14.5 304 20.91 9.0 12.7 9.0 8.0 11.3 8.0 8.0 .11.3 6.5
is 15.0 361 25.41 10.0 14.1 9.S 8.0 11.3 8.5 8.0 11.3 '7.5
20 15.5 462 29.82 11.0 15.6 10.0 8.0 11.3 9.5 8.0 11.3 8.0
25 16.0 544 34,07 11.0 15.6 10.5 8.0 11.3 1010 8.0 11.3 8.5
30 16.5 628 38.12 12.0 17.0 11.0 8.0 11.3 11.0 8.0 113 9.0
35 16.9 711 41.98 12.0 17.0 11.5 8.0 11.3 11.5 8.0 11.3 10.0
40 174 796 45.66 13.0 18.4 12.5 9.0 12.7 11.5 8.0 11.3 10.5
45 17.9 aso 49.15 24.0 19.8 11.5 9.0 12.7 12.0 8.0 11.3 11.0
so 18.4 965 52.47 19.8 12.0 9.0 12.7 1215 '8.0 11.3 11.5
55 1819 1050 55.62 14.0 19.8 12.5 10.0 14.1 12.0 9.0 12.7 21.0
60 19.4 113S S&63 14.0 19.8 13.0 10.0 14:1 12.5 9.0 12.7 11.5
65 19.9 1221 61.50 15.0 21.2 13.0 10.0 14.1 13.0 9.0 12.7 12.0
70 2C.3 1306 64.23 IS.0 21.2 1315 10.0 14.1 13.5 9.0 12.7 12.5
75 20.6 1392 66.84 15.0 21.2 14.0 10.0 14.1 14.0 9.0 12.7 12.5
80 21.3 1477 69.34 15.0 21.2 14.5 11.0 15.6 13.S 9.0 12.7 13.0
85 21.8 1563 71.72 15.0 21.2 14.5 11.0 15.6 14.0 9.0. 12.7 13.5
90 22.3 1648 74.01 16.0 22.6 14.S 11.0 15.6 14.5 10.0 14.1 13.0
9S 22,8 1734 76.19 16.0 22.6 15.0 12.0 17.0 14.0 10.0 14.1 13.5
100 23.2 1819 78.29 16.0 22.6 IS.5 3.2.0 17.0 14.5 10.0 14.1 13.5
105 23.7 1905 80.31 16.0 22.6 15.5 13.0 18A 14.0 10.0 14.1 14.0
110 24.2 1991 82.24 16.0 1 22.6 f 16.0 1 13.0 1 18.4 1 14.5 1 10.0 1 14.1 1 14.0
Therefore use 5.0-ft diameter x U.0-ft deep foundation ot use 15.43-ft x 15.0-ft x 14.0-ft deep foundation
Stark Foundation LLC
6102 NE 35th Circle
Vancouver, WA 98661
STRUCTURAL CALCULATIONS
PREPARED FOR
ICONGROUPE
FOR
10' X 30' CENTER MOUNT SIGN
PORT ANGELES,WA
PR03ECT NUMBER: SF026
DATE: AUGUST 17, 2007
PR03ECT MANAGER: Daniel Stark, P.E.
4Q WAS111,
40643 4r
NAIL.
EXPIRES: I UW'
Stark Foundation LLC was retained in a limited capacity for this project. Design Is based upon information provided by
the Client,who Is solely responsible for accuracy of the same. No responsibility and/or liability Is assumed by, or Is to be
assigned to Stark Foundation LLC for Items beyond what Is shown within the attached calculations.
Date: 06-Aug-07
Icongroupe Signs: Designed by: NDS
Uj
M 10'-6"x 36"Full Flag/Center Mount
0 &10'-0"x 30"Full Flag/Center Mount Checked by:
Page: I of 12
Job# SF026
Design Criteria
code(s):
international Building Code(IBC)2003
ASCE 7-02
Materials:
Steel: ASTM A572 Concrete: r, 3000 psi 0 28 days
F,- 50 ksl . (CaIcs based an f, 2,500 psi;Sl not required.)
Pipe Sections: ASTM 538,A252 GR,or API-SLX Rebar: ASTM A615 Grade 60
F,- 35 ksl(minimum) F, 60 ksl
Welding Rods: ASTM E-70
F,- 70 k5l
Botts: A307 A325'N*
F,- 20 ksl F,. 44 ksl
F,- 10 ksl F,- 21 ksi
Design Loads: .
Dead: Soil:
Sign Face Weight- 2.5 psf Allow Lateral Bearing Pressure 200 psf/ft (IBC Table 1804.2)
Grating- 2.0 psf
Trivislon- 6000 lbs/face
Live:
Maintenance Platforms= 20 pst or
(4) 200 lb point load at any location
Wind:
Exposure- C Importance Factor,I- 0.87 CategorVI
Wind Speed,V- 100 mph k,- 1.0
Gust Effect Factor,G- 0.881 (see attached calculation) kd- 0.85
C,. 1.2 ASCE 7-02;Figure 6720 Sign Height,h.- 90 ft
Design Wind Pressure: Where: p.= c6 G C, Design Load Combo- D+L+wW
c6- 0.00256 k�k�kd V'I w- 1.3
Wi d Pressure,p.
Wind Speed(mph) 85 90 100 105 110 120 1 125 130 1 140 145 1 150
13.68 15.33 18.93 20�87 22.91 27.26 29.56 31�99 37,il' 39.80 42.60
is 0.85 12.30 13.79 17.02 18,76 20.59 24.51 26.59 28.76 33.36 35.78 38.29
20 0.90 1.3.02 14.60 18.02 19.87 21.81 25:95 28.16 30.45 35.32 37,89 40-55
2 25 0.94 13.60 15.25 �18.52 20.75 22.77 27.10 29.41 31.81 36.89 39.57 42,35
,a 30 0.98 14.18 15.89 19.62 21.63 23,74 28.26 30.66 33.16 38,46 41.26 44.15
Ece, 46 1.04 15.05 16.87 20.32 22.96 25.20 29.99 32.54 35.19 40.81 43.78 46.85
so 1.09 15.77 1Z66 21.83 24.06 26�41 31�43 34.10 36.88 42.78 '15A9 49.11
W 60 1.13 16.35 18.3i 22�63 24,95 27,38 32.58 35.35 38.24 44.35 47.57 50.91
1.17 16.93 18.98 23.43 25.83 28.35 33.73 36.60 39.59 45.92 49.26 52,71
U- 70
0 80 1.21 17.50 19.62 24.23 26.71 29.32 34.89 37.86 40.95 47.49 50.94 54.51
90 1.24 1?.94 20.11 24.83 27.37 30,04 35�75 38.79 4-96 48.66 U.20 55,86
100 1.26 18.23 20.44 25.23 27.81 30.53 36.33 39.42 42�64 49.4S 53.04 56.77
120 1.31 161.9� 21.25 26.23 20.92 31.74. 37.77 40.98 4-1.33 51.41 55.15 5.9.02J
Therefore:
P.- 24,83 psf
factored Wind Pressure,p'.- 32 Pelf
Structure Criteria:
Size of Sign: 1 2x 30 hWSUAL' 12 ft Spread: 0-30 ft W-Build,Back-to-Back,or Single Face)
Sign Type: Full Flag wvrs�, 30 ft HAGL: it (Height Above Ground Level)
Max.Cladding/Column Width,WCL 3 It hA'P-- 2 ft
Date: 06-Aup-07
1congroupe Signs: Designed by: NDS
0 Checked by:
Page: 2 of 12
Job# SIM6
Gust Effect Factor
B= 30 ft Horizontal Dim normal to wind e- 2.718 Mathematical constant
L- 25 ft Horizontal Dim parrellel to wind E. 1.0 (Assumed)
h�= 75 ft Height of main column o- 0.20 Damping Ratio(assumed)
h2= 12 ft Height of sign go 3.4
h- 81 ft Mean roof height or structure height 9� 3.4
2,. 48.6 ft 0.6 x h Exposure C
V. 100 mph Basic wind speed
n1= 0.4 Hz Building natural frequency
Table 6-2:Terrain Exposure Coefficients
UP a Z. (ft) a� bA a- h' c I Z-,(ft)
B 7,0 1200 0.1429 0.84 0.25 OAS 0.30 320 0.333 30
C 9.5 900 0.1053 1.00 0.15 0.65 0.20 Soo 0.200 15
D 11.5 700 0.0870 1.07 0.11 0.80 0.15 650 0.125 7
Therefore: a 9.5 a 0.105 bA� 1.00 7- - 900 ft
a-: 0.15 b- 0.65 c- O�20 1= 500 ft
C.=0.200 Z-= 15 ft
To calculate Vz(Mean hourly wind speed)
Eq.6-14 Vz 84.44 ft/s
To calculate facto
RL: R� &
1.8 0.7 f)= 1.8
EQ.6-13 R, 0.402 0.676 Rh- 0.411
To calculate
Eq.6-7 J�= 540�2 ft Iniergral length scale of turbutance
Eq.6-12 N�- .2.5�59 Reduced fequency
Eq.6-11 R.= 0.077
To Calculate (Resonant Response Factor)
Eq.6-10 R 0.277
To calculgi&.g (Peak factor for resonant response)
Eq.6-9 OR 1,530
To Calculate (Intensity of turbulence at height z)
Eq.6-5 0.188
To calculate 0(Background response)
Eq.6-6 Q 0.901.
To calculate G (Gust effect factor)
Eq.6-8 Gf 0.882
Date: 06-Aucs-07
1congroupe Signs Designed by: NIDS
0 Checked by:
19 Page: 3 of 12
CL
Job# SF026
Ledoer&Strimer Design(SFIV-Structure&BIB Structure)
UPRIGHT Design Loads:
DL:
MAINTENANCE Grating= 4.0 plf
PLATFORM Stringers- 10 pif(5 plf self-weight assumed)
10%Contingency= 1,4 pif
W6L= 15.4 plf
LL. 280 lbs or
400 lbs(men+equip)
REAR LEDGER
6" 2'-0" 1 1/2"
__ Ledger width,wLGR 2.6 ft
W S
Grating: Use 2.0 psf McNichols Expanded Metal Grating(or equivalent).
Capacity=20 psf&ISO lb concentrated load at mid-span per width of grating.
Stringers:
MS(M.WDL S.2/8+P,SJ4
= 0.79 ft-kips Try:FL3X3X1�/4 &
,0.40 ft-kips/stringer Fb=0.6 Fy
Fb- 30 ksi
S= 0.569 in' fb= Mis
fb= 8.4 ksl OK
Therefore use L3X3XI/4 stringers
Ledoer:
MLOR=(wDL s�+PLL)(wL(;d2+O.S ft)+9 plf wLm2l2 Try:
= 0.94 ft-kips
F�=0.6 Fy
F,- 30 ksi
S. 5.56 in' f, 2.04 ksi OK
Therefore use WfiX9 stringers
Ledger/Uprioht Connection:
T- MLG,/(2 d) d= 5.9 In
. 0.96 kip/bolt
Try:
Ft 20 ksl
A.,- 0.19 in2 TALLow= Ft Akft
- 3.8 kip/bolt OK
Therefore use 1/2 dia.bolts
1_3x3xV4 Cl p Anale:
db�= r1.5 in a- 1.25 In b- 1.5 In
d'=dbft+1/16 a'=a+db,,d2 b-=b-dbwj2
- 0.5625 In - 1.5 in . 1.25 in
p- 2.375 in P=b7a' §= I/p(BIT-1)
F,- 50 ksl . t"'83 . 3.55
T= 0.96 kip/bolt 6- 1-d7p 01- 1.0
B- -11.8 kip/bolt
tr..'d= 4 STb'/pF,(l+ba')
- 0,214 In t,,,.- 0.25 In 0K
Note: For back-to-back structures top Clip is not reAuired.
Botts are In shear only;therefore,check bolts for shear: Vb.1t=(WOL S.+PJ/4
- 0,1..'.1 kip
VALLow= F�A�ft
- 1.9 kip 01K
Date: 06-Aug-0 7
1congroupe Signs: Designed by: INDS
Checked by:
0
n Page: 4 of 12
Job SF026
BIB-StruSWreL
Upriaht:
Upright Height,h.- 7 ft Design wind Pressure,P',= 32 psf M= hu2/2
Upright Spacing,su- 7 ft Uniform Load,.w- p'�S. . 5.5 ft-kips
Unbraced Length,L- 7 ft = 0.23 kif
No.Uprights,n- 5 Trv: W8X1 0 TAXI
Dist to Torsion CL,cl�cL- 5 5 ft
S. �81 in'
L�- 3.? ft
Lc= 3.4 ft
Therefore,Fb Fy(0.79-0.002(bf/2tf)v'FY
MR- 28 ft-ldps OK
A_- 0.13 in
Therefore use WSXIO
Dead Load:
Upright,wu- 140 Its
Ledger,WL- 23 Its
Stringer.ws- 137 Its
Handrail,w�j= 70 Its
Maint.Platform,wpp- 193 lbs
Sign Face,WSF= 210 lbs
Trivislon,wTv- 1200 lbs
10%ContlngencV- !97 lbs
j:DL- 2171 lbS
Spreader:
Max.Cant Len gth,I.- 14.0 ft Try: W1 2X22
Max.UnbraCed Length,L- 14.0 ft S. 25.4 in'
MOL=TDL L-0000
. 30.4 ft-kips Lu. 4.6 ft
MWIND- 5.5 ft-kips Lc- 3.6 ft
YM- 35.93 ft-kips Therefore,Fb Fy[0.79-0.002(.bf/2tf) /Fy'
MR- 102 ft-kips OK
- 0.19 In
Therefore use W12X22
Max.Cant Length,L-x o 10.0 ft Try: W1 2XI 9 -
Max.Unbracied Length,L- 10.0 ft S- 21.3 in'
MDL-J:DL L..t/1000
- 21.7 ft-kips L�- 3.8 ft
M.. 51.5 ft-kips L�= 3.6 ft
IM- 27.24 ft-kipS Therefore,Fb Fy[0.79-0.002(bf.12tf)VFy]
MR. 84 ft-kips OK
4_- 0,08 In
Therefore use W12XIQ
Max,Cant Length,I.= 5.0 ft Try: W1 2XI 6 TP
Max.Unbraced Length,L- 5.0 ft S. 17.1 In'
M,-1:01-L-t/1000
. 10.9 ft-kips 3.6 ft
MMNC,= 5.5 ft-ldps 2.9 ft
j:M- �,6.39 ft-kips Therefore,Fb Fy 1.0.79-Q�002(rf/2tf)
MR. 65 ft-kips OK
- 0,01 In
I herefore use W 12X 16
L3x3xl/4 Stringers: (at visual face of uprights)
S- 0,577 M.,,_= 1.33 Fb S w=W-+W.
Simple span,5- 7 ft - 23.0 in-kipS . 32x� 50 pif
MI. W(S+Sc)2(S_Sj218,2
- M/8 2.40 p1r, - 32x+50 o�f
0.,1.4 kif X. 6.3 ft
Cantilever span,S.- 4 ft 140 plf
M,- w s,'12
- P, <-GOVERNS Therpfurt�.us�,L3x3xl.?4 stringem at 6 ft o.c.(max)
Date: 06-Aug-,07
lCongroupe Signs: Designed by: NDS
Checked by:*
0
Page: 5 of 12
Job SF026
Ligright-Spreader Connection Design(V-Structurel
Upright/Spreader Connection:
Upright: WBX10 Spreader: W12X22
S 7.81 :n S.- 25A in
SPREADER d: 7.89 In db= 12.3 in
UPRIGHT-------, tft 0.205 in tfb= 0.425 in
bc 3.94 in t4b- 4.03 In
t_- 0.17 in twb= 0.26 In
k,. 0.505 In kb- 0.725 In
k.- 0 In lk�b- 0.625 In
P ENrD PIL Pt- 1.5 In t�- 0.5 In
dbn= .0.5 In gage- 2.5 In
fc MOL-1-1 ft(WJd02)+((WS+2W-d-))/12)+1.5 w�+2.0w,)]L�/1000
dc 3.8 ft-kips
MwMo- 5.5 ft-kins
YM- 9.3 ft-kips
Bolt Desion:
Flange force;Ff-IM/(db-tr,) Tbft-Fr/4
. 9.4 kips . 2.4 kips Try: 1h"-0 A325 bolt�M.
T&LOW- 1.33 Ab�,F,
. 11.2 kips OK
Therefore use 1/2-in dia A325 bolts
Spreader FlanWEnd Plate weld:
DREat)-Ff/C 2(bfb+t0b) t�bl 0.928
. 1.2 Therefore w 1/4 fillet weld
End Plate Desion:
bo-bib+1 P.- Pf-(dba/4)-0.707w A&1A.-(tNb tfb) (0.305(db-2 trb))
. 5.0 In say 8.0 In - 1.20 - 0.490
C.- 1.11 P./d�- 2.40 a.-C.C.(A,/A.)"'(P./db.�)-"
(blb/(bft+1)).. - 0.975
0.895
M.=a.Ff P./4 Try: 1h"plate
- 2.75 In-kips
Allowable M.- 1.33(4.5 b,t�)
- 12.0 In-ldps OK
Therefore use 1/2"plate x 8.0 in wide end plate
Column Stiffeners:
Check column yielding:
Pbf- 5/3 F, pw., F,t_(t.+6k+2t�+2.)
. IS.7 kips 42.12 kips OK
Check column web buckling:
Pbq_j:%P"- (4100 t�,.'4F,) cl� mof; kips OK
Check column flange bending: (opposite tension flange)
b.- 2.5(Pf+t�+Pr) A,/Aw- 1.0 P.,-gaga/2-k�.-d./4 1.359
- 8.5625 In Cb- 1-0 . 1.125 In M. 3,60 In-kips
Required t,,- (r;)M.127 p.)112
. 0.31 in NO GOOD
Therefore column web stiffeners are required
Column Web Stiffeners: (per AISC ASD Specification K-8)
pbf- 15.7 kips P,- F,t,,'/O.16 Pw- F�t.. P_- SF,It_k,
1p�,. 18.05 kips . 13A3 kips . 8.5 kips - 21.4625 kips
Req'd stiffener area,A_ ().S(Pbf-M.+t1bPw1))/1.33-F, Min.stiffener thickness-tft/2
0.07 in 2 - 0.21-15 In
Req'd thickness-A_/width
Min.stiffener width 'A bfb-t_J2 - -0.056 in Use 1/4 in
1.26 in Req'd width=A_/thickness
or- bm/2-kl,, . -0.28 In
. 1,47 in Use 1,25 In Min.length-(dj2)-lk�
. 344 in
Min.w 1/4 fillet weld
Req'd weld length -1.3 in Use 4.0 In
Therefore ure 1/4 in x 4,0 in web stiffeners
Date: 06-Aug-07
Icongroupe Signs: Designed by: NDS
0 Checked by:
Page: 6 of 12
Job SF026
Torsion-Spreader Canneetion Design: FuHIPartial Flag Configgot_1on
Torsion:
PWO 11- 2.17 ft
S.- 7.0 ft
Uh- 82.4 pif
1, 2.17 ft 4 spaces x 7 ft 28 ft
-q
P.,-(2(ZDL+(W-*L-m))11000 M,. PDL(511+10s)+w.(I�+4s)1/2
= 4,34 kips . 388.6 ft-kips
p.-p'.(h.+h--)SLJIOOO - %(SI,+10s)
- 3.16 kips - 255.7 ft-kips
j:P= PoL+PW Mb= (MOL 2+MWMD 2)1/2
. 7.50 ldps 465 ft-kips
Mt- n P.[(h,.w+h_)12-dj
- 24 ft-kips
-ny: -v-F36-in I t.., -------No. Mbp 1158.9 ft-k M�p- 1287.7 ft-k
am P/31EI(11'+(25,+1�)3+(3s.+1,)3+(4su+12)3+(5Su 11)31 Mb Mb-+(Mt Mt-)2- 0 40 OK
A.L- 1.3 In
Aw. 2.3 In 1.33 MOL Mb- 0.45 OK
A- '/(A.�+AW) Therefore use 30-in dia x 0.62S-in torsion pipe.
2.7 in
Torsion-Spreader Connection:
-d Spreader: W12X22 Pw- 116 kips
f3EADER S�- 25.4 In - 30.39 ft-kips
d,- 12.3 In MU
tb- 0-425 In MWNO- 5.54 ft-kips
b,. 4.03 :n IM- 35.93 ft-kips
8 .0 026 t�b O�26 in
112-GA kb 0.725 n
k1b 0.625 In
SSET
1/4 in
gage 2.5 :n
1/4 d 8 n
4 in
APE
1/4
9ON
Bolt design:
Gusset plate force;F.-jM/(2d+S) TbA- F.14
. 21.6 ft-kips - 5.39 kips Try: 'h"41 A325-N bol]j)
Vbk- PW/8 TALLow 11.2 kips OK
. O�40 kips V�W 5.3 kips OK
Therefore use 1/2"4)A325-N bolts
1/4-Fillet Weld to Torsion:
Torsion size: IP- 30-in V-IM/(d+s/2) weld capacity 0.3(70 ksl)(0.707)(1/4)1.33
t'."- 5/8 in - 43.11 kips 4.94 kips/in
Min weld length,L Wweld cap
8.73 In
Note: Use similar connection as above for upright-spreader connection of single face&back-to-back structures(rotate 90').
Date: 06-Aug-07
Icongroupe Signs: Designed by: NDS
Checked by:
page: 7 of 12
Job SF026
Torsion-Sp-readerConnection Design: Center Mount Configuration ._
Torsion:
Ptva
Wt�n S.. 7.0 ft
V__
= 55.1 pif
5 spaces x 8 ft 40 ft
PM (2(EDL+(Wdr Lc.0Y1O()() MDL=4.5 PDLS+wv�w,(2.5s)2/2
P� P..4.34 kips , . 145.2 ft-IdPS
K.,+h-)SJ1000 MWIND-4.5 Pws (Wind on one side of sign-conservative)
3.16 kips . 99.6 ft-ldps
M�_ (M.L 2+M.D 1)111
- 176 ft-kips
M,-n PW f(h.+h_)/2-dtcL]
- 24 ft-ldps
Try: 4, 20-in t.,,-r�3/8 No M,,, 311.0 ft-k M"- 345.5 ft-k
A P/3E1[I,'+(2s.+11)3+(3s,+11)31 Mb/Mb_+(Mt M�)2_0.57 OK
Am. 6.2 in
Aw- 0.2 In 1.33 MDL Mb.. 0.62 OK
A---AADj+4w')
. 0.3 In Therefore use 20-in die x 0.37S-in torsion pipe.
Torsion-Spreader Connection:
1 112" d d �1 1 2
Spreader: W12X22 Pw- 3.16 kips
S.- 25.4 In
PEADER db- 12.3 In MDL- 30.39 ft-kips
t4b w 0.425 in Mv,,,.- 5.54 ft-kips
bb- 4.03 In J:M- 35.93 ft-kips
V.,A325 t.�- 0.26 in
a 112'�A kb= 0.725 In
kb- 0.625 In
L
t.,- 1/4 In
gage- 2.5 In
11/4 d- 8 In
/4
s- 4 In
11/4-
1/4
"RDN
Solt design:
Gusset plate force;F.-jM/(2d+S) Tbk F./4
. 21.6 ft-kips 5.39 kips Try: 'h"0 A325-N boln*
VwIt PW/8 TALLOw= 11.2 kips OK
0.40 kips VA.1�- 5.3 kips OK
Therefore use 1/2"4)A325-N bolts
114"FIllet Weld to Torsion:
Torsion size: 0- 20-in V IM/(d+s/2) weld capacity 0.3(70 ksl)(0.707)(1/4)1.33
tw.,f- #REF1 In 43.11 kips .4.94 lups/ln
Min weld length,L Wwe(d cap
8.73 In
Note: Use Similar connection as above for upright-spreader connection of single face&back-to-back structures(rotate 90*).
Date: 00.3an-Oil
[(:ongroupe.Signs: Designed by: 0
Checked by:
0
it Page: 8 Of 12
IL
Job SF026
ralumn-Torsin WRa rammes
t o/t F, JA S I Fb M_ F., M r L- Wt
In in ksi 21- . ft-k . f,!� I. I " I pu
1.0 1.000 35 S9.C9 270.1 2701 25.2 :�54,4 14 838.2 6.73 5i 4 20.7
31132 0.96,1) 2 0.(1, 35 57.92 262.9 2629 25.2 734.3 t 4 815.9 6.74 ls�1 5 197.1
15116 a 930 21.3 35 .56.14 *?55.6 2556 25.2 714.0 J 4 793.) 6.?5 5�16 1.91.0
29132 0,906 2 2. 35 54.36 248.3 246, 25,;� 693.5 14 770.5 6.76 C, 1850
718 0.875 22.4 325 .52.51 240.9 1409 25.2 C,72,7 14 742.5 6.77 53�7 f 78.9
27132 OA44 2 3.7 35 50.78 ?33.4 2.334 25.2 651,8 14 7-14,2 6�18 57.8 122.8
13116 0.613 24.6 35 48.96 225.8 22.58 25.2 630.6 14 00.7 6.79 53�9 266.7
25132 25.15 35 47.17 218.1 2181 25.2 609.3 14 677.0 6.80 54.0 1160.5
-0 - '1104 154.3
314 0.�,:, 26,1 35 4536 210.4 25.2 587 7 14 65,3,0 6.81 54.1
23132 0.;,19 111.6, 35 42.54 202.6 2026 Z!5,Z' S65.9 14 628.7 6.62 54.1 148,1
11116 0.688 29�1 35 41.71 194.7 1947 2-5.2 543.8 14 604.3 6.93 54.2 141.9
.20 5ys 0.625 32.0 35 38.04 176 7 j787 25.2 49�?' 14 554,6 6.85 5-1.4 129.5
19132 0.594 .33.7 35 36.20 170.6 11,06 25.2 476.4 14 529.3 6.86 54.5 12.12
9116 0,56.3 35.C 3.5 34�J5 162.1 162.4 25.2 453.5 14 503.8 (1.88 54.6 12 C,9
17132 0.531 37.6 35 32.49 1541 j54i 25.2 430,3 14 478.1 0.89 54.6 110.6
112 0.500 40.0 35 30.63 145.7 145? 25,2 406.9 14 452.1 C1.90 54.7 104.?.
15/32 0,469 42.Z 35 28 75 137.2 1372, 25.2 383A 14 425,9 6.91 r4.8 97.9
7116 0,438 45.7 35 26.89 128.7 1287 25.2 359.4 14 399.4 6.92 54.9 91.5
13132 0,�06 49.2 35 25.01 120.1 1201 .15.2 335, 14 372.6 6.93 .5.57.0 85.1
318 0.37.5 SL.3 35 2:;.12 111.3 1113 25.2 311,0 14 345.5 6.94 5511 78.7
11132 0.344 58.2 35 21,23 102.6 1026 25.2 286.4 14 3LB.2 6.95 55.2 72.,
5116 0.313 64,0 35 1933 93.7 937 25.2 261.6 14 290.7 6.96 55.2 65�8
9132 0.281 71.1 35 17.42 84.7 847 25,2 236.6 14 262.8 6.97 55.3 59.3
114 0.2517 _80.17 35 15.51 75.6 756 25.2 211.3 14 234.7 6.9a 55�4 52.6'
1.0 LOOO 30.0 3.5 9i.11 639.3 9589 25.2 1785.5 14 1983.6 10.26 81.4 310.0
31132 0.969 .31.0 35 86.35 62L2 9329 25.2 1735.1 A 192.7.9 10.27 81.5 300,6
15116 0.938 32,0 35 65.60 60311 9047 25.2 2684.5 14 1871.6 10.28 81.6 29..j
29132 0.906 33.1 35 .62.83 584.1? 8773 25.2 16j3.5 14 18150 10.29 81.7 281.9
718 10.875 34.3 35 00.06 566.5 8497 25.2 156:1.1 14 175Z9 16.30 81.8 272.4
27132 0.844 35.6 35 77.29 548.0 8219 25.2 1530.4 14 1700.5 1031 81.8 263,1)
13116 0.813 .76.9 35 74�50 529.J 7940 25.2 1478,4 14 1642.7 10.32 81.9 253,5
25132 0.781 38.4 35 71,7) 51 C1.6 7659 255.2 1426,0 14 1584.5 10.33 8-1.0 244.0
314 0.7SO 40.0 35 68.92 491.7 7375 25.2 1373.3 14 1525.9 10.34 62.1 234.4�
23132 0.719 41.7 35 66,12 472.7 7090 25.2 1320.2 14 j466.9 10.36 32.2 725.0
11116 0.688 13.6 25 63.Ji 453�6 6603 255.2 1266.8 14 j407.6 10.37 82.3 215.4
5118 0.625 46.0 35 57.66 414.9 6224 25.2 1158.9 14 1267.7 10.39 82.4 196.3
30 19132 0.594 50.5 .75 .54.65 395.4 5931 25.2 Z 104.4 14 1227.1 M40 6�'�5 18616
9116 0.563 53.3 35 52.02 375�8 5637 25.2 .1049.1i 14 1166,2 10.41 62,h 177.0
17,132 D.531 56,5 35 49.18 356.0 5341 25.2 994.4 14 1104.9 10.42 82.7 167.4
112 0.500 60.0 .35 46.34 336.1 5042 25.2 938.9 14 1043.2 10.43 8-1.8 157.7
15132 0.469 64.0 35 4 3,4 9 316.1 4742 25.2 882.9 14 981.1 10.44 82.9 1411,11
7116 0,438 68.6 J's 40.63 �,96.0 4440 25.2 826.7 14 918.5 10.45 B3,0 ,36.3
13132 0.406 73.8 35 37.77 275.7 4136 25.2 770.0 14 855.6 10.46 83.0 J 28.5
.318 0.375 80.0 35 34.90 255.3 3629 25.2 713.0 14 792.3 10.47 83.1 118.8
11132 0.344 87.3 31 J2.03 234.8 3.521 25.2 655.7 14 72 V.5 10,49 83.2 20.9.0
5116 0.313 9r.0 35 29,15 214.1 3211 20.9 495,8 14 (64.4 10.50 83.3 99.?
9132 0.281 106.7 15 26.26 193.3 2899 ;10�2 432.9 14 599.8. 10,51 83,4 69.4
114 0.250 120.0 23.37 172.2 25175, 19,5 372.8 14 5.34.8 1.0,52 83L 79.5
1.0 J.000 36.0 J." W9.96 936."? 16851 �5.2 26M Z j4 2905.2 12.3e 98..? 374.2
31132 0.969 jl?�2 35 106.61 909.3 1630.57 25.2 2539.6 14 2821,P 12.39 08,3 362.8
15116 0.938 .38.4 Js 103.27 882.3 115881 25.2 2464.21 t 4 *2734fO 12.40 911.4 3-51.4
29132 0.906 39_� .35 99.91 855.1 1 S 392 25.2 2388.3 14 ,6_53,6 .12.41 96.5 340.0
718 0.87S 4J.1 35 915.55. 8278 14900 _�5.2 2312,(7 1 4 /5158.9 12.4.1 �8.C 32R.6
27132 0.844 4;1_1 is 93.1 R aOO.3 14406 .21 S.1? 2225.2 14 2483.6 12.43 98,7 3 1/.I
13116 0.813 44',* 35 89,62 7?2.7 13906 :5.2 2150,J 14 23911.9 V.44 98.8 305.0
25132 0.761 4611 ET 86 44 Z-4.9 J,3409 2S.2 X)HOAP 14 2311,8 12.45 98.8 2,94 7
314 0.750 48.0 35 P3,06 7170 1 i,906 -15.2 ZON 6 11f ?-)25.1 12,47 9r,9 ;182,6
2.3132 0.719 50.1 35 7967 ellitl�!? 12401 25.1� 1921;,Z 14 2 1.?8.0 12.48 ")9.0 2.71.1
11,116 0.698 .52.4 y; 7�,.2i' 660.� 11893 2S.2 J845'd .?4 20.50A 1.1,19 9fl.1 L59_5
S/B 0.625 6 _,-. 6%46 61J3.9 1086H 115.2 1(>86.4 14 IR113A 12.51 99.3
36 19/3 2 0.594 C10.6 3r, 66.04 5,5,j I 035:� 25�2 1606.3 14 11,94.8 i 2.52 99.4 224�7
9116 0.563 .4 0' 3.5 ;z 6"? i 46.�l 963L:l 2 57. 1525.,' t4 i(5145_1 12.5, 99,4 .?12.1
t 7132 0.531 8 35 59,20 5!/.,; 93 1 25.2 ;414.7 14 fCO5 3 1.'.54 9.5 201.4
112 0.500 7;1 0 35 5576 413R.I 2r.2 1 1162.7 14 15 14,8 1.,,,
15/32 0,469 ;,6'.1; Q X? 25J !28! 14 14.13.R U1.1-16 99.7
7/16 0.438 V2 j
118 Ili, 4.�!),D n,2111 2,.., I tIP9�� 1.
1.1,132 0.406 3�: 4 43 ?9"L 2 1 li A 4 14 7 2 C.r, 12:;9 9111.!�
lifi 0.37S 4 9;1 RO 11(i.il PMO! ),, ;)V,(p) 1,1.66. )i,fl
11,1:,2 0.344 ji"; 3 4'�1 310 0 f;j 20 O."S.1 �.61
�di 6 0.313 11 FL.S., pf. f�it. i
9 ol��"' 0.261
114 0.250 i5,
44-i, 3;
Date: 06-Aug-07
Designed by: INDS
1congroupe Signs:
Checked by:
0
Page: 9 Of 12
Job# SF026
Torsion-Column�ennectlon DesiM Full/Partial W9.Con!Wurat1og,.__,
Design Loads:
Dead Load: Wind Load:
MOL' 389 ft-kips P. p'.(h.-,+h.-)W.., Torsion CL to Plate,d. 1.5 ft
11$.6 kips
M. P.(0.5(h...,+h.._)-(dtcL+cl�)
.0 ft-kips
K 256 ft-kips
Plate Dimensions&PMPerti
412(22-3.25)'+(22-8.75)21
3514.75 in 4
+
7029.5 in'
C. 18.75 in
r- 42e
. 26.5 In
Bolt spc'g,s,...- 5.5 in
Bolt Design:
T=(M.+M.)C/I rt T/Ahft A,.- 1.767 In' Trv: 11�1 A325-Nb.its
24.9 IdpS/bOIt- 14.1 ksi F*t- 1.334(F,2-4.39f,')
V=M,r/j+P,412 f� WAbm . 55.0 kSI OK
. 12.7 kips 71 ksl Fv= 21.0 ksi OK
TDL-MDLC/1 14A ksl 6K
= 24.9 kips/bolt
Torsion Saddle Beam Design:
in t, 0.94 In k, 1.125 in
Try: t. 0.625 In b, 12.0
a- 3.24 in a. 3.99 In p- 0.42 B- 77.7 kips
b. 2.44 In b'- 1,69 In 6- 0.67 T- 24.9 kips
d- 1.5 In d-. 1.56 in 5.02
p- 4.75 In 1.0 tradd= V8Tb'APF1(1+5a')
0.80 In OK
Check flange bending:(as a plate fixed on 3 sides and free on one side)
b- sift-". q-T/ba M. M Coeff qa'11000 M/sp
. 5.0 In 1.02 ksl M,Coeff- 56 M�. 1.35 In-kips/In f,- 9.2 ksl
a- b,/2-lc� M,Coeff= 47 Mv w 2,10 In-kips/In = 14.3 ksl
- 4.8625 In S,-t&6
b/a- 1,0 . 0.1s in'/In (fj�+fb,)/F,- 047 OK
Required Web Stiffener Sim
A.Wd-T/Ft tq'd- Aldd/(O'Sbrkl)
. 0,83 in' . GA 7 In Use 1/2 In stiffeners Stiffener Width= O.5br-k,
. 4,86 in
Fillet weld size=0.5 T/0.3 F,0.707(br/2-k,)1.33 W/t- 9.7
. 0.13 In Use 5/16 in fillet weld 9SHF,- 13.4 OK
Therefore use 1/2 In stiffervers
Column C313 Plate Design:
MPL.4.5 T/6 W. 4.5 In Req'd t,,- 46M/1.33 27 Therefore tpL 1.25 In
. 18.7 In-klps - 0.8 30 In
MPL/W- 4.15 In-kips/in therefore use 1.25 in thick piate
Required Stiffener Size; 7.5 In I._ 10 in
A�d-T/Ft twd- A_-d&.� .
. 0.83 In 2 . G 11 In Use 1/2 In stiffeners
Fillet weld size- 0.5 T10.3 F,0,707 I_.
. 0 ti . in Use 5/16 In fillet weld Therefore use 1/2 in Stlffe'WV-�
Date: 06.-Aug-0
1congroupe Sigw Designed by:.NDS
Ul
r% Checked by:
0
Page: 10 of 12
Job# S1`7026
-[ersion-column innection Desigg; Center MounLiConflauration
Desl.gn Loads; Wind Load:
Dead Load: rsion CL to Plate,d. 1.0 ft
MDL' ,45 ft-kips p.= pl. +h._�) TO
. 13.6 kJps
M� P.(0.5(h_,+h.._)-(d�.+d.)
ft-kips
106 ft-kips
Plate Dimensions&P rties:
I.,I,- 4[2(22-3.25)2+(22-8.75)2]
- 3514-75 ir�
4
7029 5 In
C= 18,75 in
r- 42c2
. 26,5 In
Bolt spc'g,sbt- 5.5 In
Bolt Design'
T- (M�+MjC/1 f, TIA-K 1,767 In2 Try: V1 16"0 A325-N
- 93 kips/bolt 5.5 ksl rt- 1,334(Ft2-4.391!�')
VM Mtrj)+P.112 f� V/AwK F, 57.8 kri OK
- 5.6 kips 3.2 ksi 21,0 ksl OK
TDL= MMCA ksl OK
- 9.3 kips/bolt f,,- 5.3
Torsion Saddle Beam Design:
Try:I W24x76 I.E 0.44 in b, 8.99 In t� M8 in k, 0.9'.1,75 In
a 11.75 In 2.50 In p= 0.71 B- 77.7 kips
b ;-153 in b'. t,78 in b. 0.67 T 9.7 kips
d- 1,5 in d'. 1.56 In p- 9.80
p- 4.75 in .1.0 t-'d -,/8Tb1/(pF,(1+6a1)
0.51 in OK
Check flange bending:(as a plate fixed on 3 sides and free on one side)
b-swK-t.� T/ba M M Coeff qa2/1000 fb= M/SF
- 5,0 in 0.55 ksi M,Coeff= 56 M�- 0.39 In-kiPs/in fb.= 5.0 ksi
a= b,/2-k, M,Coeff- 87 M,. 0 60 in-kips/in fb,= 7.8 ksl
- 3,5575 in S,- t,2/6
b/a- 1.4 0,08 in'/in (fb.+fb,)/Fb- 26 OK
Required Web Stiffener Size:
Andd-T/Ft t..d A_-dA0-5brkj)
= 0.32 in' 0.09 In Use 1/2 in stiffeners Stiffener Width- O.Sbr-k,
= 3.56 In
Fillet weld size= 0.5 T/0.3 F�0,707(be(2 k,)1.33 W/t- 7.1
. 0.07 in use 5/16 in fillet weld 95/VF,- 13.4 OK
Thes efore wise I in stiheners
Column Cap Plat I n:
M, 4.5 T/6 W 4.5 In Req'd t�- 46M/1.33 27 Therefore tPL 0.75 In
-!J
I in-kips . C�.52 in fherelore I.Ase 0�75 In thiCk PlAt�
m,fW 1-5 2 in-kips/In
Required Stiffener Size: 7.5 in 10 in
A-'d T/N t-'d- A_.d/"
in' . u.04 In Use 1/2 In stiffeners
Fillet weld size 0.5 T/0.3 F,0.707 L_
r�).f 0 In Use 5/16 In fillet weld rheret.,j, q�menem
Date: 06-ALjo-07
Designed by: NDS
1congroupe.Signs:
Checked by,
0
19 Page: 11 of 12
Job# SF026
5glum
Design Loads*
Dead Load: Wind Load:
MOL On Visual: P_ p'�(h_1+h._.)W�l M. P_(HAGL-+(h,w.,+h_)/2)+P.(HAGL/2)
13.6 kips 1384 ft-kips
On Column: P_- p.HAGL wcL M, P�s(6lds+15)
. 7.3 kips 256 ft-kips
Column Pipe CapacitY Chart:
ESIGN LOADS Column Pipe Size ALLOW LOADS
HAGL P.-P-+P- K. M, (M�,l+M.1)112 0 t M-0 M�. Mb Mb�+K M-P),
ft -ft-k fL-h In in ft-k
10 14,5 267 471 9132 0.291 594.2 867.8 0.88
15' 15.0 353 525 5116 0.313 678.2 961.7 0.84
20 15.5 439 586 11132 0.344 765.8 1055.1 0.32
25 16.0 525 653 11132 0.344 765,8 1055.1 0.91
30 16.5 611 724 318 0,375 856.8 1148.0 0�89
35 16.9 696 79e 13132 0.406 1116.4 1240.5 0.76
40 17.4 782 874 13132 0.406 1116.4 1240.5 0.82
45 17.9 868 951 13132 0.406 1 z 16.4 1240.5 0.89
so 18.4 954 1030 7116 0.438 �,199.2 1332.4 0.90
55 18.9 1040 1110 7116 O�438 1199.2 1332.4 0.96
60 19.4 1126 1191 36 IS132 0,469 1281.5 1423.8 0.96
65 19�9 1212 1273 112 0.500 1363.3 1514.6 0.96
70 20.3 1298 1355 17132 0.531 1444.7 1605.3 0.96
75 20.6 1384 1437 9116 O.S63 1525.7 1695.3 0.96
so 21.3 1470 15-70 19132 0.594 1606.3 1784.8 0.97
F,S 21.8 1556 1604 518 0.625 1686,4 187.7.8 0.97
90 22.3* 1642 1687 11116 0.688 1645.4 2050.4 0.93
95 22.8 1728 1772 2 0.719 1924.2 2138.0 0.93
100 23.2 1814 1855 314 0,750 2002.6 2225.1 0.94
105 23.7 1900 1939 25132 0.781 2060.6 2311.5 0�94
110 24.2 1986 2023 13116 0.813 2158.1 -1397�9 0.95
Therefore use 36-in diameter x 0.563-in pipe Column
Round Footin Desi n Chart
HAGL Desi n Loads h b P., 200 DO P., 300 psf PA,1 400 DO
ft P. Mb S, A d S, A d Sl A d
ft ft I't Dsf ft Dsf ft
10 14�5 471 j2.45 S.0 ID64 6.4 19.0 1596 4.3 15.0 2 128 3.2 12.15
is 15.0 525 34.96 510 !064 6.6 20.0 11;96 4.4 15.5 2128 3.3 13.0
20 15.5 566 �7.82 5.0 1064 6,8 21�O .1596 4.5 16.5 21 28 3.4 13.5
25 16.0 653 40,86 5.0 1064 7.0 22.0 1-5.9 6 4. �17.0 -712B 3.S 14.0
30 16.5 724 43.96 5.0 1064 7.2 23.0 1596 4,8 28.0 2128 3.6 14.5
35 16.9 798 47.06 S.0 1064 7's 24.0 1596 5.() 19.0 2126 3,7 14.5
40 17.4 874 50�12 5.0 1064 7.7 2S.0 1596 5.1 19.5 2128 3.8 1510
45 17.9 951 53AO 5.0 064 7.9 26.0 1596 .5,3 20.S 2128 3.9 15.5
so 18,4 1030 56.00 5.0 1064 8.1 27.0 1596 5.4 21.5 2128 4.0 26.0
55 18'.9 1110 .58.81 S.0 1064 8.3 28.0 1596 5.5 22.0 2128 4.2 16.0
60 19A il9l 61.51 S.0 1064 8.5 29.0 1596 5.7 23.0 2128 4.3 16.5
65 19.9 1273 64.12 5.0 1064 8.7 29.5 15.96 518 23.5 2128 4.4 17.0
70 20.3 1355 66.63 5.0 1064 8.9 36.5 1596 6.0 24.5 21,8 4.5 17.0
75 20.8 1437 69.05 S.0 1064 9.2 31.5 1596 6,1 25.0 212B 4.6 17.5
so 21.3 1520 71.37 5.0 1064 9.4 32.5 1596 6.2 25.5 2128 4.7 17.5
85 21.8 1604 73.60 5.0 1064 9.6 33.0 1596 6.4 26.5 2128 4.8 18.0
90 22.3 1687 75.15 S.0 1064 9.8 34.0 1596 6.5 27.0 2126 4.9 1810
95 2j.8 1771 77.82, 5.0 1064 10.0 35.0 1596 6.7 27.5 2128 5.0 18.5
100 23.2 1855 79.81 5.0 1064 10.2 35.5 1596 c..8 2&0 2128 5.1 18.5
105 23.7 1939 61.73 5.0 1064 10.4 36.5 1596 7.D 29.0 2128 5.2 1910
110 24.2 2023 83.58 5.0 064 10.6 37.0 1596 7.1 29.5 2128 5.3 29.0
Altemate Cube Footing Design Chart
HAGL I n�L-d h P- 200 DSf P- 300 psf P- 400 Dsf
S
P. Mb s b d s b d s b d
't.
�k I tm ft-k ft ft ft ft ft ft ft it ft ft
10 14,5 471 32.45 9.0 12.7 11.0 8.0 11.3 9.5 8.0 11.3 8.0
is 15.0 525 34.96 20.0 14.1 1110 8.0 11.3 10.0 8.0 11.3 8.5
20 15.5 596 37.82 11.0 15.6 11.0 8.0 11.3 10.5 8.0 11.3 9.0
25 16.0 653 40.86 11.0 15.6 1115 8.0 11.3 11.0 8.0 11.3 9.5
30 16�5 724 43.96 12.0 17.0 11.5 8.0 il.3 11.5 8.0 11.3 10.0
35 16.9 ?9S 47.06 1210 17.0 12.0 8.0 11.3 12.0 8.0 11.3 MS
40 17,4 674 50.12 13.0 18A 12.0 9.0 12�7 12.0 8.0 11.3 11.0
45 17.9 9SI. 53.10 14.0 19.8 12.0 9.0 12.7 12.5 8.0 11.3 11.0
so 18.4 1030 56.00 14.0 19.8 12.5 9.0 12.7 12.5 8.0 113 11.5
55 18.9 1110 58.81 14.0 19.8 13.0 10.0 14.1 22.5 9.0 12.7 11.5
60 19.4 1191 61.5.1 14.0 19.8 13.5 10.0 14.1 13.0 9.0 12.7 21.5
65 .19.9 1273 64.12 IS.0 21.2 13.5 10.0 14.1 13.5 9.0 12.7 12.0
70 20.3 1355 66.63 15.0 21.2 13.5 10.0 14.1 13.5 9.0 12.7 12.5
75 20.6 1437 69.05 15.0 21.2 14.0 10.0 14.1 14X 9.0 12.7 13.0
80 21.3 1520 71.37 15.0 21.2 14.5 11.0 15.6 14.0 9.0 12.7 13,0
85 21.8 1604 :7.3.60 15.0. 21.2 15.0 11.0 15.6 14.0 9.0 12.7 13.5
90 22.3 1687 751�75 16.0 22.6 14.5 11.0 15.6 24,5 10.0 14,J 1.3.0
95 22.8 1771 77.82 16.0 22.6 15.0 L2.0 17.0 14.0 10.0 14.1 13.5
100 �3,2 le5.S 79.81 16.0 22.6 15.5 12.0 17.0 14.5 1010 14.1 13.5
.105 23.7 1939 SZ.7-3 16.0 22.6 16.0 13.0 113.4 14.0 10.0 14.1 14.0
24.2 2023 63:5,- 16.0 22.6 16.0 13.0 18.4 14.5 10.0 14.1 14.5
Therefore use 5.0-ft diarneter Y.31.5-ft deep foundation or use 15.0-ft x 15�0-ft x 14.0-ft deep foundation
Date: 06-Aug-07
icongroupe Signs: DesIgned by: NDS
U
Checked by:
0
Page: 12 Of 12
Job SF026
wum nd Founi"o -
Design Loads:
Dead Load: Wind Load:
M,. 145.2 ft-kIPS On Visual: P-- P'.(h-w+h-)W�j P_(HAGL+(h��,+h-)/2)+P_(HAGL/2)
. 13.6 kips 1384 ft-ldpS
On Column: P_- p'.HAGL WcL M, no torsion on Center Mount
. 7.3 kips ft-Wps
Column Pipe Ca Chart:
ESIGN LOADS Column Pipe Size ALLOW LOADS
HAGL P. P-+P- M. Mh (MOL 2+M.2)Y, 4) t MbM Mt.0 Mb M"p+(K M..),
ft ft-k Ikk . In in ft-k
10 14.5 267 3 114 0.250 513.7 773.4 0.59
15 15.0 353 381 9132 0.281 594.2 867.8 0.64
20 15.5 439 462 9132 0.281 59-4.2 867.8 0.78
25 16.0 525 544 5116 0.313 678.2 961.7 O.So
30 16,5 611 628 5116 0.313 678.2 961.7 0.93
35 16.9 696 711 1 1�32 0.344 765.B 1055.1 0.93
40 17.4 782 796 318 0.375 856.8 1148.0 0.93
45 17,9 868 680 13132 0.406 1116.4 1240.5 0.79
50 18.4 954 965 13132 0.406 1116.4 1 240.5 0.86
55 18.9 1040 1050 7116 0.438 1199.2 1332.4 0.88
60 19.4 1126 1135 36 15132 0.469 1281.5 1423.8 0.89
65 19.9 1212 1221 112 0.500 1363.3 1514.8 0,90
70 20.3 1298 1306 112 0.500 1363.3 1514.8 0.96
75 20.8 1384 1392 17132 0.531 1444.7 1605.3 0.96
80 21.3 1470 1477 9116 0.563 IS25,7 1695.3 0.97
85 21.8 1556 1563 19132 0.594 1606.3 1784.8 0.97
90 22.3 1642 .1648 518 0.625 1686.4 1873.6 0.98
95 22.8 1728 1734 11116 0.688 1 B45.4 2050.4 0.94
100 23.2 1814 1819 23132 0.719 1924.2 2138.0 0:95
105 23.7 1900 1905 314 0.750 2002.6 2225.1 0.95
110 24.2 1986 1991 25132 0.781 2080.6 2312,8 0.96
Therefore use 36-in diameter x 0.531-in pipe column
Round Foo ng Design Chart
HAGL Desion Loads h b P- 200 psf P- 300 osf P- 400 psf
P. M, S, d $1 A d Sl A d
p
ft kiK ft-k ft ft 09 ft ft Dsf ft
10 14.5 304 20.91 5.0 1064 6.4 16.0 1596 43 12.5 2128 3.2 10.5
is 15.0 381 25.41 5.0 1064 6;6 17.5 1596 4.4 13.5 2128 3.3 11.5
20 15.5 .462 29.82 5.0 1064 6.8 19.0 1596 4.5 15.0 2128 3.4 12.0
25 16.0 544 34.07 5.0 1064 7,0 20.5 1596 4.7 16.0 2128 3.5 13.0
30 16.5 628 38.12 5.0 1064 7.2 21.5 1596 4.8 17.0 2128 3.6 13.5
35 16A 711 41.98 S.0 1064 7.5 23.0 1596 5.0 18.0 2128 3.7 14.0
40 117.4 . 796 45.66 5.0 1064 7.7 24.0 15-96 5.1 29.0 2128 3.8 14.5
45 17.9 880 49.15 5.0 1064 7.9 25.0 i 596 5.3 20.0 2128 3.9 15.0
so 18.4 965 52.47 5.0 1064 8.1 26.0 1596 5.4 20.5 2128 4.0 15.5
55 '18.9 1050 55.62 5.0 1064 8,3 27.0 1596 515 21.5 2128 4.2 16.0
60 19A 1135 58.63 5.0 1064 8.5 28.0 1596 5.7 22.5 2128 4.3 16.0
65 19.9 1221 61,50 S.0 1064 8.7 29.0 1596 5.8 23.0 2128 4�4 16.5
70 20-3 1306 64.23 5.0 1064 8.9 30.0 1596 6X 24.0 2128 4.5 17.0
75 20.8 1392 66.84 SIO 1064 9.2 31.0 1596 6.1 24.S 2126 4.6 17.0
80 21.3 1477 69.34 5.0 1064 9.4 32.0 1596 6.2 25.5 212B 4.7 17.5
85 21.8 1563 71.72 S.0 1064 9.6 33.0 1596 6.4 2610 2128 '4.8 J7.S
90 22.3 1648 74,01 S.0 1064 9.8 33.5 1596 6.5 26.S 2128 4.9 18.0
9S 22.8 1734 76.19 5.0 1064 10.0 34.5 1596 6.7 27,5 2128 5.0 J810
100 22.2 1819 78.29 5.0 1064 10.2 3-5.5 1596 6.8 28.0. 2128 5.1 18.5
105 23.7 1905 80.31 5.0 1064 10'4 36.0 '1596 7.0 28.5 2128 5,2 195
110 24.2 1991 82.24 5.0 1 064 10.6 3;�.O 1596 7.1 29.5 2128 5.3 19.0
Attemate ube Footing Design Chart
HAGL Design Loads h p- 200 psf P- 300 lisf P., 400 DO
P P� i4b
w s b d s b d S b d
ft =k % ft ft ft ft Lt ft ft it ft ft
10 A.S 304 20,91 9.0 12.7 9.0 8.0 11.3 8.0 8.0
15 15.0 381 25�41 10.0 14.1 9.S 8.0 11.3 8.5 8.0 11.3 7.5
20 15.5 462 29.82 11.0 15.6 20.0 8.0 11.3 9.5 8.0 11.3 8.0
25 16.0 544 34.07 11.0 15.6 10.S 810 11.3 10.0 8.0 11.3 8.5
30 16.5 628 38.12 12.0 17.0 .11.0 8.0 11.3 11.0 8.0 11.3 9.0
35 16.9 711 41.98 12.0 17.0 11.5 8.0 11.3 11.5 8.0 11.3 10.0
40 17.4 796 45.66 13.0 18.4 11.5 9.0 12.7 11.5 8.0 11.3 10.5
45 17.9 880 49.15 14.0 19.8 11.5 9.0 12.7 12.0 8.0 113 11.0
so 18.4 965 52.47 -14.0 19.8 12.0 9.0 12.7 12.S 8.0 11,3 11.5
55 18.9 1050 55.62 14.0 19.8 12.5 10.0 14,1 12.0 9.0 12.7 11.0
60 19.4 1135 58.63 14.0 19.8 13.0 10.0 14.1 12.5 9.0 12.7 Z1.5
65 19.9 1221 61.50 IS.0 21.2 13.0 10.0 14.1 13.0 9.0 12.7 12.0
70 2C.3 1306 64.23 15.0 21.2 13.5 10.0 14.1 13.5 9.0 12.7 12.5
75 20.8 1392 66.84 1S.0 21.2 24.0 10.0 14,1 14.0 9.0 12.7 12.5
so 21.3 1477 69.34 IS.0 21.2 14.S 11.0 15.6 13.5 9.0 12.7 13.0
85 21.8 1563 71.72 16.0 21.2 14.5 11.0 15.6 14.0 9.0 12.7 13.5
90 22.3 1648 74.01 16.0 22.6 14.5 11.0 15.6 14.5 10.0 1,4.1 13.0
95 22.8 1734 76.19 16.0 22.6 15.0 12.0 17.0 14.0 1010 14.1 13.5
100 23.2 1819 76.29 16.0 22.6 is's 12.0 17.0 14.5 10.0 14.1 13.5
105 23.7 1905 80.31 16.0 22.6 15.5 13.0 18.4 14.0 10.0 14.1 14.0
110 24.2 1991 82.24 16.0 22.6 1 16.0 1 13.0 1 18.4 1 J4,5 10.0 L4.1 14.0
Therefore use 5.0-ft diameter x 31.0-ft deep foundation or use 15.0-ft x 15.0-rt x 14.0-ft deep foundation
20
Y'a - 6-
c;2- ---o 3' 30
.-10
iconGroupe
Leveraging distinctive new media opportunities.
RUHVED
DEC -8 2008
December 4, 2008 CITY OF PORT ANGEL
Dept.of Community Pevelop
Scott K. Johns AICP A- X
Associate Planner
City of Port Angeles
321 East 5th Street
Port Angeles, WA 98362
Re: Conditional Use Permit— CUP — 07-09
2450 Highway 101 West - iconGroupe
Dear Scott,
Per our conversation of December 2, 2008 iconGroupe is requesting an
extension for the Conditional Use Permit — CUP 07-09'that was approved during
the City of Port Angeles Planning Commission meeting held on December 12,
2007. This Conditional Use Permit was approved with conditions to allow
iconGroupe to build a 300 sq foot outdoor advertising sign on property located at
2450 Highway 101 West in the City of Port Angeles Washington.
We have made significant progress toward project completion in that we have
obtained a building permit and have been through plan review. KLN Media has
been retained as our construction contractor who in turn has contacted and
received material bids from local Port Angeles vendors.
We are having difficulty obtaining capital monies for this project during this
current economic climate and are requesting a six (6) month expiration extension
to our current Conditional Use Permit.
Respectfully,
,:an
Business Development
iconGroupe
2103 46th Avenue SW,Seattle,Wash ington 98116 206 686-6543 www.icongroupe.com info@icongroupe.com
1. DESIGN CODE IV. FOUNDATIONS: REVISIONS
301-011 1. INTERNATIONAL BUILDING CODE, 2003 EDITION. 1. CONTRACTOR SHALL USE THE LATERAL SOIL BEARING PRESSURE (DETERMINED BY GEOTECHNICAL
2. ASCE 7-02; MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ENGINEER'S REPORT) IN THE COLUMN/FOOTING SCHEDULE. IF THERE IS NO GEOTECHNICAL ENGINEER
3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE OF RECORD, CONTRACTOR SHALL USE SCHEDULE VALUES OF 100 PSF/FT, AS SPECIFIED BY IBC,
-70, ol 4 0 3 EQ. SPACES 4 0 X, LATEST OR MOST CURRENT EDITION AVAILABLE. TABLE 1804.2.
�-LOWER MAINTENANCE 11. DESIGN CRITERIA: 2. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR
PLATFORM BASIC WIND SPEED, 3-SEC GUST..............................................100 MPH TO THE COMMENCEMENT OF ANY SITEWORK.
3. STRUCTURAL FILL, IF REQUIRED, SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND
WIND EXPOSURE............................................................................C GRAVEL, OR CRUSHED ROCK.
u 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS
co ALLOWABLE LATERAL SOIL PRESSURE.........................................200 - 400 PSF/FT
AND THOROUGHLY COMPACTED TO A DENSE, NON-YIELDING STATE.
111. GENERAL: 5. STRUCTURAL FILL SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY AS
1. UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN OBTAINED BY ASTM MODIFIED PROCTOR. PROJECT TITLE
SHALL CONFORM TO THE MOST RECENTLY ADOPTED SPECIFICATION OF CODE. 6. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A
QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER. MINIMUM
C-4 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG DRAWINGS I
TESTING FREQUENCY SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER.
CD
u PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.
LLJ TORSION -1 3. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE AND ARE NOT 7. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT
00 OF FILLING OPERATIONS.
INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS 8. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO
RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION MEANS, METHODS, TECHNIQUES,
b Elf THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE.
11 SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT.
cn
cl-j 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION V. CONCRETE (CAST IN PLACE):
BRACING, FORM WORK, AND TEMPORARY SHORING REQUIRED FOR THIS PROJECT.
1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY
L LABORATORY CURED COMPRESSIVE-CYLINDER STRENGTH OF 3,000 PSI.
2. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION.
LOWER MAINTENANCE REAR LADDER VI. STRUCTURAL STEEL: c
PLATFORM 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS
AND GRADES:
WIDE FLANGE SECTIONS...............................ASTM A-572, GRADE 50 (Fy--50 KSI)
CHANNELS, ANGLES, PLATES.......................ASTM A-36 (Fr-36 KSI)
CD CD F-4
-1 = 1 -35 KSI
c, a- ....................................................... ......... y
< 711 2. ALL FABRICATION, EREC11ON AND IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM U
TO AISC SPECIFICATIONS - DIVISION VIII (LRFD) OR DIVISION IX (ASD). C)
3. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. ALL WELDING SHALL BE DONE BY
UPRIGHT, TYP. WELDERS QUALIFIED UNDER AWS SPECIFICATIONS, USING E70XX, LOW HYDROGEN,
COLUMN FOUNDATION SCHEDULE ELECTRODES. x C)
4. ALL SHOP WELDING SHALL BE PERFORMED IN AN AWS APPROVED SHOP, 4%
FOOTING SIZE 5. WELD TESTING AND INSPECTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF AWS C>
D1.1 AND AISC.
COLUMN COLUMN ROUJND FOOTING DEPTH CUBE FOOTING SIZE 6. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (M.B.) CONFORMING TO
LADDER H.A.G.L. PIPE SIZE - ASTM A307 (U.N.O.).
(Fy = 35 ksi) SOIL SOIL SOIL SOIL 400 PSF SOIL 300 PSF SOIL 200 PSF 7. HIGH STRENGTH (H.S.) BOLTS SHALL CONFORM TO ASTM A325-X WHERE NOTED. BOLTS SHALL BE
400 300 200 TIGHTENED TO "SNUG-TIGHT" CONDITION PER AISC SPECIFICATIONS.
PSF/F7 PSF/FT PSF/FT LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH 8. SUBMIT ALL PRE QUALIFIED JOINT WELDING PROCEDURES FOR REVIEW. CLIENT
9. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC OR OTHER APPROVED
lot-C 36"OXO.250 1 OP-610 , 121-691 16 1-0" 8'-0" 8'-0 8 -0" 8'-0 8'-0 of 83-011 91-03 91-01 W-O's NON-DESTRUCTIVE TESTING PROCEDURES. RESULTS OF TESTS SHALL BE SUBMITTED IN
WRITING TO THE ENGINEER OF RECORD. 3�:
33 10. ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE HOT DIP C/)
15'-0" 36"OxO.281 11'-6'3' 1 S-6 17'-6 8'-0" 8'-0 3' 8'-8" 8'-0" 8'-0" 8'-6" 10'-0" 10'-0" 93-6" GALVANIZED PER ASTM A-123, OR HAVE AN APPROVED PROTECTIVE COATING, LLJ
20'-0" 36"OxO.281 123-0113 151-0$1 19 -0' 8'-0" 8'-0 3' 8'-0" 8'-0" 8'-0" 9'-6" l'-O" 11 0" 10'-0" Lu =)
r) = 00
A 1. STRUCTURAL OBSERVATIONS: LLJ
M 251 Opp 3 6"0 x 0.313 131-0139 161-013 20'-6" 8'-0" 8'-0 8'-6" 8'-0" 8'-0" 10'-0" 1 l'-0" 11 0', 10'-6" PER IBC SEC11ON 1709.1, STRUCTURAL OBSERVATIONS BY THE STRUCTURAL ENGIINEER-OF-
RECORD OR LOCAL AGENCY REPRENTAT`IVE SHALL BE REQUIRED AT THE FOLLOWING STAGES OF C-)
033 ill-C CONSTRUCTION: <
J= COLUMN PIPE 301-011 3 6'3 0 x 0.313 133-6113 171-013 213-611 81-011 81-091 93-03 81-011 81-011 1 V-03' 12'-0" 12'-
(SEE TABLE) A) DURING THE PLACING OF FOUNDATION REINFORCEMENT AND CONCRETE CD M
C3 1 35-019 36"OxO.344 149-0113 181-099 231-011 89-09p 89-099 109-011 83-013 81-019 113-633 1 2P-Opp 129-099 111-699 B) AT COMPLETION OF BUILDING STRUCTURAL SYSTEM LU
-.:e CD
r: 409-Off 36"OxO.,375 149-6139 19 1-0)p 241-019 80-019 89-091 10)-611 91-0'3 9 1-0 99 1 l'-6" 13'-0" 13'-0" 1 l'-6" C-)
cy)
451-019 36"OXD.406 1 0 20'-0" 25-0" 8'-0" 8'-0 1 l'-0" 9'-0 g'-O" 12-0" 14'-0" 14'-0,, 1 V-6" Lu
C/)
501-011 36"OxO.406 15-16" 20'-6" 26'-0" 8'-0" 8'-01' 111-611 91-011 91-091 12-611 141-0 14 -0 12 -0
551-010 36"OxO.438 161-01" 21 6 273-01' 91-09p 9'-0%1 117-699 103-091 10 9-0" 133-021 1 41-0y' 140-011 1 2P-6 pp
11
-0 1
60'-0" 36 OxO.469 16'-0' 22�-6- 28s-059 9'-091 29 11-601 10'-0" 10'-0" 13'-6'3 14'-0 141-0,13 130-011
PROJECT NO..
SF026
9
5
S3.1 S3.1
5 5 S3.1
S3.1 S3.1 L2x2xl L2x2xl/4 SCALE INITS
HANDRAIL HANDRAIL
1/4" 5 1/4' 5 1/4'
AWAY FROM COL. 2'-1 1/ ." 1/4"2'-1 lj2'1�
SLOPE CONC.
GRADE DATE- 08/06/2007
r7
I IE1 I 1=1 I I I M I I MAINTENANCE MAINTENANCE
7
.............
I M MAINTENANC PLATFORM, TYP. PLATFORM, TYP.
PLATFORM, TYP.
N�11 -11 - SEE 3/S3.1 SEE 3/S3.1 SHEET TITLE
71 1
SEE 3/S3.1 -A I
SPREADER SPREADER SPREADER
C14
VIV SIGN
Ld
CN Ld C14 CN
ELEVATION
0
�2
JrF
Ld CONC. ROUND FTG.
LLJ
STRINGER ck: STRINGER STRINGER & NOTES
C_.) L3x3xl/4" SEE L3x3xl/4" SEE L x3xl/4" SEE
M TORSION,
f'Ef 8/S3.1 (TYP.) 8/S3.1 (TYP.) /S3.1 (TYP.) ol VARIES
CIO TORSION,
ob 2b SEE 4/S3.1
c) 3 0 TORSION, 3'-Off M
1 AX.
11 CD SEE 4/S3.1 V-7 1/2's SEE 4/S3.1
F7- I CN C) ol C14
C) cm C:)
C) I SHEET NO
�x
SIGN FACE SIGN FACE-
5 1/4"
2'-1 1/2' Simi
-1 �o lo
SIGN FACE
L2x2xl/4" L2x2xl/4"
HANDRAIL HANDRAIL
5 1/4", 5 1/4" 5 1/4" DRAWN BY IDS
5 2 1 1/2'�� 5 2'-1 1/2 i 5
S3.1 S3.1 CHECKED BY IDS
S3.1
OPP. OPP. OPP.
51-0110 MAINTENANCE
Opp.
OPP-
OPP-
MAINTENANCE PLATFORM, TYP. MAINTENANCE STAMP
SEE 3/S3.1
PLATFORM, TYP. PLATFORM, TYP.
c� CD cl
CD
LEVATION C�l =1
SEE 3/S3.1 SEE 3/S3.1
C-4
SCALE: 1/4"=V-0" W6x9 W W6
STRINGER
ji
rL3x3xl/4""
STRINGER STRINGER SIM.
7s,m. 7�f
L3x3xl/4" L3x3xl/4"
40643
SIGN BACK TO BACK STRUCTURE SINGLE FACE STRUCTURE Y-BUILD STRUCTURE
crs
NA&L
MES JULY 13,
STARK FOUNDATION LLC 6102 NE 35TH CIRCLE VANCOUVER, WA 98661 PHONE: 360.699.5226
REVISIONS
PROJECT TITLE
z
36'-0*
36'-0"
COLUMN----
(BELOW)
COLUMN
III I\ I I
I III III F_
--REAR LEDGER
_Lz 1 11 11-
III REAR LEDGER
I I I FT
96W96� T
,::�REAR REAR—I
M LADDER __a:;_--REAR
Lu_/ LADDER 111 ;:4 (.')
Lu
I LADDER E-4
z
U
MAINTENANCE—/ COLUMN UMIGHT TORSION MAINTENANCE COLUMN UPRIGHT cl
PLATFORM LADDER PLATFORM LADDER C>
m
PLAN VIEW FOR SINGLE FACE STRUCTURE
PLAN VIEW FOR SINGLE FACE STRUCTURE
36'-0"
36'-0*
MN
(BELOW) CLIENT
COLU
COLUMN----\
REAR LEDGER
c/) co
REAR LEDGER
Lu
I I I FT
REAR i_U ZD
REAR CI_ 77" 00
L--------- LADDER LADDER__lF:::AI REAR UJ cr)
"I
XL III NINE 7_111cyll"L-Y, CD
ry-
aI -- A r- I- I I I
PLATFORM LADDER TORSION
MAINTENANCE C)
COLUMN UPRIGHT
PLATFORM LADDER
PLAN VIEW FOR BACK TO BACK STRUCTURE cy)
C:) u-i
I— C/)
PLAN VIEW FOR BACK TO BACK STRUCTURE CNJ
PROJECT NO.:
SF026
........... UPRIGHT SCALE INTS
THIS DESIGN IS ADEQUATE UPRIGHT
COLUMN
THIS DESIGN IS ADEQUATE
FOR ALL PARTIAL FLAG (BELOW)
............................
CONDITIONS. REAR FOR ALL PARTIAL FLAG ........... ......
CONDITIONS,
REAR 08/06/2007
LADDER
LADDER
;;;--SPREADER, FOR
SIZE SEE TABLE SPREADER, FOR SHEET TITLE
COLUM SIZE SEE TABLE
COLUMN--\ SIGN
ELEVATION
1) & NOTES
COLUMN IkCOLUMN
LADDER
SHEET NO
m
IV);!�
Lu
UJI
En
COLUMN S2ml
S (MAX) SPREADER LADDER MAINTENANCE —REAR —REAR
PLATFORM LADDER S (MAX) SPREADER MAINTENANCE
13'-0" W12x22 oll PLATFORM LADDER DRAWN BY DS
lop—011 W12xl9 13- W12x22 I
lo'—on W12xl9 CHECKED BY DS
PLAN VIEW FOR V—BUILT STRUCTURE PLAN VIEW FOR V—BUILT STRUCTURE STAMP
L
w
40643
Gr Teg
109
NAL
MMS JULY 13,
STARK FOUNDATION LLC 6102 NE 35TH CIRCLE VANCOUVER, WA 98661 PHONE: 360,699.5226
REVISIONS
LENGTH "L"
(SEE TABLE) lo
0* L/2 ol L/2 e—
(8) 1/2-0 A325 7
BOLTS (2 1/4' GA.) 3" 3" LI,
a I — A 1/4"x2x4 1/2"0 J BOLT EACH LR. CLR.11
C-4 SIDE OF PLATFORM �c
% A
L2x2xl/4" GUSSETT IT 3/8" dq
L3x3xl/4" 1/211—,4 1/2-L, 4
HANDRAIL —1% I
STRINGERS C"j
cn
STRINGER C) PROJECT TITLE
rx 1/41 C)
m
1/4
GRATING
< .4 d.
a C� LLI d A
—O"l O.C. 00 LAJ 'q
L2x2xl/4" @ 4'
—WELDED WIRE
W/(l) 1/2-0 M.B. TO —W4xW4
FABRIC, 40
L3x3xl/3" STRINGER (4) SIDES
00 EXPANDED GRATING (2.0 PSF)---
I — ""�_I_30xl/4x4'—O"
It
L3x3xl/4- STRINGER CUBE SECTION A-A (4 REQ'D)
-.1 It
23 1/2"0 J BOLT 0
1/4 —COLUMN
4
UPRIGHT/ 1/4 SLOPE CONC.
LEDGER —1/2"0 J BOLT AWAY FROM COL.
7H d%
.. I : q
ol VA LLl__l_FRAME L3x3xl/4 .—- m
CD
-1
sc N 1 0 N................................ —CONC. CUBE FTG.
....... ......
cn
CD
CD uj
__j
m
r= < CD CLIENT
C3 Lu AF_ _JA
PL. 1/4"x3x3 1/4 1 1/2" 8.1 11 1 1/2" L_ w —
41' 8 4" cn
ILI 'ol ol 3:
S14 cn
SPEADER,
SEE SIZE TABLES L
_u
00
(8) 5/8-0 A325 _j m
-d- u LU
BOLTS (2 1/4" GA.)
UPRIGIT
L3x3xl/4" x4 3/4 W/ 00 END FE 1/4"
(4) 1/2"0 M.B. (L3X3XI/4"xCONT.
/�_'—_+ CD
SIM.)
ALTERNATE UBE FIG. DETAIL
CD
1/4" STFFENER TYP. R 1/4"00 N 41:4-
1/4 1:=
REAR wBxl 0 cy:) <
5' 0 FTG. (SEE TABLE) u_j
LEDGER END Fil 1/4" C/)
L3x3xl 40—0
W8xlO TORSION PIPE (4) REQ'D, EQ. SPACED
END PL. 1/4" 20"OXO.375"
1/4
1_300/4" x4 3/4"o W/ (4) 1/4 (8) 5/8"0 A325 PROJECT NO..
1/2"0 M.B. (2 1/4' GA.) BOLTS (2 1/4' GA.) TORSION PIPE SF026
UPRIGHT 20"OXO.375"
CONNECTION OCCURS EA. SIDE 1/4 2-125 SCALE AS SHOWN
OF TORSION AT SIM. CONDITION. SECTION A-A
DATE: 08/06/2007
ON UPR.IGHT OONN . ... RSION — SPR.EAD.ER C.ON.N .
sc2
SC2�1
SHEET TITLE
31-811
01
Af�
SIGN
Z:!� 3 1/ 1, 1, 5 1/2
[PL. 1 1/4"
,,-(12) 1 1/2-0 DETAILS
A325—N BOLTS
L3x3xl/4"x4
3/4" W/ (4)
1/2"0 M.B. (2
00
1/4" GA.) -1
L3x3xl/4"xCONT. PL. 1/2" STIFFENER SHEET NO
W1 (2) 1/2"0 M.B. (20) REQ'D
(2 1/4" GA.)
2 j
S3ml
L3"x3"xl/4" STRINGER W/ (2) m
1/2"0 M.B. (2 1/4" GAG I E) SECTION A-A W2476 W2476 DRAWN BY IDS
TORSION PIPE m—--- -_--_m
20"OxO.375 TYP. CHECKED BY IDS
1�//4
W6x9
/—END R 1/4" STAMP
I /—� 1/2" STIFFENEIR
L3x3xl/4"x4 3/4"
UPRIGHT W/ (4) 1/2"0 M.B. 1/4 N
\ Yp.
(2 1/4" GA.) A 1/4 L
A WAS,
1/4_
/2 STIFFEl'
1/4 11/4 T
A' I
W 1206 ob PL. 1 1/4" 1 \"'—PL. 1 1/4"04" SQ.
PL. 1/2- STIFFENER "%�COLUMN PIPE z
(20) REQ'D. SEE TABLE Z643
I L re
TYP.\ 3/8 674Z;� — cis
2 TYPICAL WALKWAY SEC-FION F—ExPIRES JULY 13,
SCALE: 1/2"=V-0"
STARK FOUNDATION LLC 6102 NE 35TH CIRCLE VANCOUVER, WA 98661 PHONE: 360.699.5226
1. DESIGN CODE: IV. FOUNDATIONS: REVISIONS
1. INTERNATIONAL BUILDING CODE, 2003 EDITION. 1. CONTRACTOR SHALL USE THE LATERAL SOIL BEARING PRESSURE (DETERMINED BY GEOTECHNICAL
-70, 30'-0" 2. ASCE 7-02; MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ENGINEER'S REPORT) IN THE COLUMN/FOOTING SCHEDULE. IF THERE IS NO GEOTECHNICAL ENGINEER
3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE OF RECORD, CONTRACTOR SHALL USE SCHEDULE VALUES OF 100 PSF/FT. AS SPECIFIED BY IBC,
-70, e ol 4 0 3 EQ. SPACES 4-0 e__ LATEST OR MOST CURRENT EDITION AVAILABLE. TABLE 1804.2.
2. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER RECOMMENDATIONS PRIOR
LOWER MAINTENANCE 11. DESIGN CRITERIA: TO THE COMMENCEMENT OF ANY SITEWORK.
PLATFORM BASIC WIND SPEED, 3-SEC GUST..............................................100 MPH 3. STRUCTURAL FILL, IF REQUIRED, SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND
WIND EXPOSURE............................................................................C GRAVEL, OR CRUSHED ROCK.
ALLOWABLE LATERAL SOIL PRESSURE.........................................200 - 400 PSF/FT 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS
AND THOROUGHLY COMPACTED TO A DENSE, NON-YIELDING STATE.
5. STRUCTURAL FILL SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY AS
111, GENERAL: OBTAINED BY ASTM MODIFIED PROCTOR. PROJECT TITLE
r= 1. UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 6. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE COMPACTION BY A
SHALL CONFORM TO THE MOST RECENTLY ADOPTED SPECIFICATION OF CODE. QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER. MINIMUM
C-4
Uj 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG DRAWINGS TESTING FREQUENCY SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER.
C) PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 7. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT
u TORSION 3. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE AND ARE NOT
Ld OF FILLING OPERATIONS.
INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS 8. ALL GENERAL EXCAVATIONS AND F001INGS SHALL BE INSPECTED AND APPROVED PRIOR TO
RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION MEANS, METHODS, TECHNIQUES, THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE.
6 SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT.
-1 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION
V. CONCRETE (CAST IN PLACE)
c I BRACING, FORM WORK, AND TEMPORARY SHORING REQUIRED FOR THIS PROJECT. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY
Al- LABORATORY CURED COMPRESSIVE-CYLINDER STRENGTH OF 3,000 PSL
2. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION.
n
REAR LADDER VI. STRUCTURAL STEEL:
LOWER MAINTENANCE 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS
PLATFORM AND GRADES:
Jill WIDE FLANGE SECTIONS...............................ASTM A-572, GRADE 50 (Fr-50 KSI)
.......................
c) C)
.................................................. .... ...... . 53, TYPE B (Fy--35 KSI)
TION AND IDENTIFICATION OF STRUCTURAL STEEL SHALL CONFORM
C14 0<- 2. ALL FABRICATION, EREC
TO AISC SPECIFICATIONS - DIVISION VIII (LRFD) OR DIVISION IX (ASD . c>
3. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. ALL WELDING SHIALL BE DONE BY
\-UPRIGHT, TYP. WELDERS QUALIFIED UNDER AWS SPECIFICATIONS, USING E70XX, LOW HYDROGEN,
r2 COLUMN FOUNDATION SCHEDULE ELECTRODES.
4. ALL SHOP WELDING SHALL BE PERFORMED IN AN AWS APPROVED SHOP.
5. WELD TESTING AND INSPEC11ON SHALL CONFORM TO THE MINIMUM REQUIREMENTS OFAWS
FOOTING SIZE D1.1 AND AISC.
COLUMN COLUMN ROUND FOOTING DEPTH CUBE FOOTING SIZE 6. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (M.B.) CONFORMING TO
LADDER H.A.G.L. PIPE SIZE ASTM A307 (U.N.O.).
(Fy = 35 ksi) 'SOI L SOIL SOIL SOIL 400 PSF SOIL 300 PSF SOIL 200 PSF 7. HIGH STRENGTH (H.S.) BOLTS SHALL CONFORM TO ASTM A325-X WHERE NOTED. BOLTS SHALL BE
400 300 200 TIGHTENED TO "SNUG-TIGHT" CONDITION PER AISC SPECIFICATIONS.
PSF/FT PSF/FT PSF/FT LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH LENGTH WIDTH DEPT-H 8. SUBMIT ALL PRE QUALIFIED JOINT WELDING PROCEDURES FOR REVIEW. CLIENT
9. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC OR OTHER APPROVED
NON-DESTRUCTIVE TESTING PROCEDURES. RESULTS OF TESTS SHALL BE U MITTED IN
io'-o" 36"OxO.250 1 10'-6' 12'-611 161-013 81-031 8'-0" 8'-0" 8'-0 8'-0 8'-0 9'-Of 9'_Of 9'-0 WRITING TO THE ENGINEER OF RECORD.
so 10. ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE HOT DIP
15'-0" 36"OxO.281 1 V-6" 13'-6" 17'-6" 8'-0" 8 -0" 8'-8" 8'-0" 8'-0" 5-6" 10'-0" 1 Of-0" 9'-6 GALVANIZED PER ASTM A-123, OR HAVE AN APPROVED PROTECTIVE COATING. Lu
20'-0" 36"OxO.281 12 -0 15'-0" 19'-0' 8'-0" 8'-0" 8'-0" 8 -0" 8'-0" 9'-6 11'-0" 11'-0" 110,_0 of Lu 00
V1 1. STRUCTURAL OBSERVATIONS 0-
LLJ
__j 251-011 36"OxO.313 1,3s-013 16'-0" 20'-6" 8'-0" 8'-0" 8'-6" 8'-Off 81-011 101-013 111-01p 111-011 1 OP-61' PER IBC SECTION 1709.1, STRUCTURAL OBSERVATIONS BY THE STRUCTURAL ENGINEER-OF-
M
RECORD OR LOCAL AGENCY REPRENTATIVE SHALL BE REQUIRED AT THE FOLLOWING STAGES OF
CONSTRUCTION:
30,-0" 36"OxO.313 1 3'-6" 17'-0 213-611 81-00' 8p-03' 93-01 83-0s) 81-011 113-011 12'-0 12'-Of, 1 V-0"
COLUMN PIPE A) DURING THE PLACING OF FOUNDATION REINFORCEMENT AND CONCRETE CD
(SEE TABLE) B) AT COMPLETION OF BUILDING STRUCTURAL SYSTEM
35'-0" 36"OxO.344 1�4'-013 18'-0" 231-01' 89-0" 89-0" 1 Of-0" 8'-0" 8'-0" 11'-6 12'-0" 12'-0" 1 V-6" C:)
191-011 99 1- It 31 1- )1 1- 19 99-099 1
40'-0" 36"OxO.,375 1,43-611 24'-0 8 0 8,-o 10 6 9 0 11 -6" 13'-0" 13'-0" 1 V-6"
I - - cy)
451-011 36"OxD.406 15-0" 201-011 251-011 81-011 8p-011 W-011 91-013 91-011 12-011 149-011 14'-011 11 1-6 11 C:) U_j
r- C/)
5 0'-�0 36"OxD.406 15'-6 20'-611 261-0" 81-0" 81-011 W-611 91-O)l 91-011 12-691 141-011 141-011 121-011 C11%j
55'-off 36"OxO.438 116'-0" 211-600 27'-0" 9'-0 9'-0 11'-6 1 Of-0" 10'-0" 13'-013 141-Opt 141-011 12 p_6 it
601-011 36"OxO.469 1161-0 Is 221-6" 28'-0" 9 1-03' 93-011 111-611 101-011 101-011 131-611 1-4",-0 14'-'0" 13'-0"
PROJECT NO.-
SF026
S3.1 S3.1
5 5 S3.1
S3.1 S3.1 L2x2xl/4 L2x2xl/4 SCALE NTS
HANDRAIL HANDRAIL
5 1/4' 5 /411 2-1 1/2"
AWAY FROM COL. 2'-1 1/2"
LOPE CONC. 5 1)4"
L, 2'-1 1/2" [)
GRADE 1 .0 210 1 DATE- 08/06/2007
7
MAINTENANCE 711 MAINTENANCE
itl I M 1511 M I I I 7'� PLATFORM, TYP.
7
MAINTENANCE PLATFORM, TYP. SEE 3/S3.1
PLATFORM, TYP. SEE 3/S3.1 SHEET TITLE
s 7 L 4 SEE 3/S3.1
SPREADER
SPREADER SPREADER
7"
SIGN
M LIJ _04 C14
:> ELEVATION
0 /1 0 0
CONC. ROUND FTG. C3
w & NOTES
r1e STRINGER STRINGER STRINGER
P
L3x3xl/4" SEE� L3x3xl/4" SEE L3x3xl/4" SEE
C-3
CL ZD 8/S3.1 (TYP.) 8/S3.1 (TYP.) 8/S3.1 (TYP.) VARIES TORSION,
-4n - TORSION, SEE 4/S3.1
CD 3 0 TORSION, 2 'c�, Ln 13'-0" MAX.
b V) L. - b U) I
10 V-7 1/
jf2
C) SEE 4/S3.1 4 CD SEE 4/S3.1 C14
C1 CD c�
C) SHEET NO
_x x co
SIGN FACE SIGN FACE-
5 1/4"
2'-1 1/2" Simi
E SIGN FACE L2x2xl/41'
C5 L2x2x1/4"
ED
HANDRAIL HANDRAIL
5 '1/4" 51/4" 5 1/4" DRAWN BY DS
5 2' 1 11/2'�� 5 2'-1 1/2 5
S3.1 S3.1 S3.1 CHECKED BY DS
51-0110 OPP. OPP. MAINTENANCE OPP.
PLATFORM, TYP. STAMP
MAINTENANCE V- MAINTENANCE
PLATFORM, TYP. I SEE 3/S3.1 PLATFORM, TYP.
b CD cl CD
ELEVATION I SEE 3/S3.1 = Wei 1 = SEE 3/S3.1
0- W6x9
OPP- r
SCA
LE: 1/4'=V-0' < W6x9 i IF,L A
STRINGER
L3x3xli
10 L3x3xl/4""
STRINGER STRINGER S3.1 SIM.
L3x3x1/4" SIM. L3x3xl/411
40643
SIGN BACK TO BACK STRUCTURE SINGLE FACE STRUCTURE V-BUILD STRUCTURE s
N&
NFE_�IMS JULY 13,
3/
STARK FOUNDATION LLC 6102 NE 35TH CIRCLE VANCOUVER, WA 98661 PHONE: 360.699.5226
REVISIONS
PROJECT TITLE
36'-0* 36'-0"
COLUMN—\ COLUMN-----\
(BELOW)
-T -IT
REAR LEDGER REAR LEDGER
AQ&ACK i5"7,4 1 1 m
F--
W-4
REAR REAR REAR 04 (.1)
Lu LADDER LADDER L -1 r E-4
uu-/ uu LADDER z
Lu Lu U
MAINTENANCE COLUMN MAINTENANCE COLUMN UPRIGHT C>
PLATFORM LADDER UPRIGHT TORSION PLATFORM LADDER
PLAN VIEW FOR SINGLE FACE STRUCTURE
PLAN VIEW FOR SINGLE FACE STRUCTURE
36'-0" 36'-0"
COLUMN e- CLIENT
(BELOW) COLUMN
H]
REAR LEDGER REAR LEDGER U) co
L-u
Lu 00
REAR 0
REAR
LADDER REAR i_u
r4- LADDER LADDER �> -<
�r7/ ry- <
--al, -TORSION Ill CD -r-
PLATFORM LADDER 7;- LJJ
CD
MAINTENANCE COLUMN UPRIGHT
PLATFORM LADDER C-) cy)
PLAN VIEW FOR BACK TO BACK STRUCTURE 4=> L-u
C/)
PLAN VIEW FOR BACK TO BACK STRUCTURE c\j
PROJECT NO..- SF026
SCALE INITS
....... UPRIGHT _---UPRIGHT
THIS DESIGN IS ADEQUATE COLUMN
FOR ALL PARTIAL FLAG (BELOW) THIS DESIGN IS ADEQUATE
CONDITIONS. FOR ALL PARTIAL FLAG
REAR CONDITIONS. REAR DATE- 08/06/2007
LADDER ...................
SPREADER, FOR SPREADER, FOR SHEET TITLE
SIZE SEE TABLE SIZE SEE TABLE
COLUM COLU SIGN
ELEVATION
LA & NOTES
-COLUMN COLUMN
LADDER LADDER
z- LLJ SHEET NO
m -i
M
<
W
LLJ LLJ
U)
COLUMN S2ml
S (MAX) SPREADER LADDER MAINTENANCE —REAR —REAR
PLATFORM LADDER S (MAX) SPREADER MAINTENANCE LADDER DRAWN BY DS
13'-0" W12x22 13'-0" W12x22 PLATFORM
10'-0" W12xl9 101-011 CHECKED BY IDS
W12xlg
PLAN VIEW FOR V—BUILT STRUCTURE PLAN VIEW FOR V—BUILT STRUCTURE STAMP
L A
wq
40643
FI�IRES JULY 13,
STARK FOUNDATION LLC 6102 NE 35TH CIRCLE VANCOUVER, WA 98661 PHONE: 360.699.5226
REVISIONS
LENGTH "L"
(SEE TABLE)
(8) 1/2"0 A325 ol L/2 L. L/2
BOLTS (2 1/4- GA.)
E 1/4"x2x4 1/2"0 J BOLT EACH 31' 3" LL
L2x2xl/4" C-4 SIDE OF PLATFORM �CLR. CLR.11
HANDRAIL GUSSETT It 3/8"
L3x3xl/4"
STRINGER % 1/2" 41/2 CD
STRINGERS
"rd"� 4
I . .'r . . .. . . 4
1/4 GRATING PROJECT TITLE
__j
IN
LGRATN
W6x
L2x2xl/4" @ 4'-0" O.C. W6x9
00
fm Ui 4. - A
W/(l) 1/2-0 M.B. TO LLJ 4
L3x3xl/3" STRINGER C14
4: WEL
FAB
IF
c� 4 FABRIC, 40-&44
(4) SIDES
00
N: I
EXPANDED GRATING (2.0 PSF)
L3x3xl/4" STRINGER L3x3xl/4x4'-O"
CUBE SECTION A-A (4 REQ'D)
1/2"0 J BOLT
o
1/4
COLUMN
UPRIGHT-/ p4
LEDGER SLOPE CONC, F-0
112 0 J BOLT AWAY FROM COL. U
OF,
�1/4
6 FRAME L3x3xl/4
_v
ON
C)
ON -1 0%
........... cc —CONC. CUBE FTC. (=>
0- :z
CD
CD
;z
i=
PL. 1/4"00 1/4 CD CLIENT
1 1/2' 811 C)
41p 811 411 1 1/2" L� AF _�A
I,, cn L Ji i
-Ell SPEADER
SEE SIZE TABLES C/) co
LLJ
UPRIGHT Lu
(8) 5/8"0 A325 7-'w CC)
BOLTS (2 1/ m
L3x3xl/4" x4 3/4 W/ 4" GA.) _23 u LLJ
(4) 1/2"o M.B. (L3X3Xl/4"xCONT. 00 ENO F_ 1/4" CD
@ SIM.)
1/4' STIFFENER TYP. Lu
00 x X3 ALTERNATE UBE ETG. DETAIL I
C)
REAR 1/4 C-) -,-I- r
LEDGER w8xlo cy) <
5' 0 FTG. (SEE TABLE) =) L_u
END a 1/4" T— C/)
*h
N, W800 TORSION PIPE L3x3xl/4x4'-O"
END PL. 1/4" 20"OXO.375" (4) REQ'D, EQ. SPACED
L3x3xl/4" x4 314"0 W/ (4) (8) 5/8"0 A325 1/4
1/2"0 M.B. (2 1/4' GA.) 1/4 BOLTS (2 1/4" GA.)
PROJECT NO..
UPRIGHT_zl TORSION PIPE A SF026
RUL 20"OXO.375"
CONNECTION OCCURS EA. SIDE 4
OF TORSION AT SIM. CONDITION. 1/4 2-12 &
SCALE AS SHOWN
SECTION A-A
I
G H_TC ON N . DATE:
ON UPR�l — SPREADER CONN . FOOTING ELEVATION 08/06/2007
TORSION
SC
ALE: SCALE: 1/4"=l'-O'
vsc
SHEET TITLE
70 e-
3 1/4,)L, 5 1/2-
SIGN
PL. 1 1 4
'j .--(12) 1 1/2-0 DETAILS
L3x3xl/4"x4 V
3/4" W/ (4)
1/2"0 M.B. (2 Lo
1/4" GA.) �00
L3x3xl/4"xCONT. pn PL. 1/2" S11FFENER SHEET NO
W1 (2) 1/2"0 M.B. (20) REQ'D
(2 1/4" GA.)
L3"x3"xl/4" STRINGER W/ (2)
1/2"0 M.B. (2 1/4" GAGE) —
........ Ebb SECTION A-A
TORSION PIPE W2476 W2476 DRAWN BY IDS
20"OXO.375
TYP.
1/4 CHECKED BY DS
W6x9 END � 1/4" 0
L3x3xl/4"x4 3/4" 1/2" STIFFENER STAMP
UPRIGHT W1 (4) 1/2-0 M.B.
1/4
(2 1/4" GA.) YP.
JEL
A 1/4�T S3
1/4
END , 1 1/4
A I A
f - 44-a-" Ic 0 w
W 1206 L PL. 1 1/4" z2k\--PL. 1 1/4"04"' SQ.
PL. 1/2" STIFFENER "'�COLUMN PIPE
v (20) REQ'D. SEE TABLE
fi:tA
TYP 6_4�T�
W6X9 UPRIGHT CONNECTION 3/8 TYPICAL WALKWAY SECTION N&
SCALE: 1"=l'-O* 2 SCALE: 1/2"=l'-O* RES JULY 13,
STARK FOUNDATION LLC 6102 NE 35TH CIRCLE VANCOUVER, WA 98661 PHONE: 360.699.5226
0
ORT NGELES
A� FILE
W A S H I N G T 0 N, U. S. A.
r DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT
TO: Planning Commission
FROM: Scott K. Johns, Associate Planner
DATE: December 12, 2007
RE: Conditional Use Permit - CUP 07-10
APPLICANT: iconGroupe LLC
OWNER: Goochy Investments LLC
LOCATION: 439 W. 2 A Street
REQUEST: Place a 300 square foot surface free standing advertising sign in the
Commercial Arterial zone.
RECOMMENDATION:
The Planning Division recommends that the Planning Commission approve CUP
07-10 with 3 conditions, citing 12 findings and 3 conclusions in support of that action as
listed in Attachment A.
EXISTING CONDITIONS IN AREA:
The subject property is located at 439 W. 2 nd Street, Port Angeles. Lots in the block are
of various sizes due to the converging angle of Marine Drive and Second Street toward their
intersection at the west end of the block. The subject parcel is 2,218 square feet in area. The
property is developed with a single structure containing storage space. Adjacent property most
recently operated as an auto repair facility. No environmentally sensitive areas exist on the site.
The site is accessed from Second Street, which is an improved local access street. The site is flat
and level. The application and site maps are attached as Attachment C.
Development in the area is a mix of industrial, commercial, and limited residential. The
site is adjacent to an area zoned Industrial Heavy IH on the north across Marine Drive and
adjacent to an area zoned Industrial Light IL to the south across Second Street. The site and
adjacent properties in the contiguous block are zoned Commercial Arterial.
np Off6pGroul C-GW11 07-10 Pan 2
CrV'
J;3 A 2 !kO7
11hPARTMENT COMME NTS:
City Departments reviewed the proposal and provided the following comments:
The FireDepartment has no objections to the proposal.
The Public Works and Utilities Department
The Building Division of DCD did not comment.
PUBLIC COMMENT:
Notification of the proposed action was placed in the Peninsula Dailj;Ne-�t)s on
November 26, 2007, mailed to property owners within 300 feet of the subject property on
November 28, 2007, and posted on the site on November 28, 2007. No written comments were
received during the public comment period.
DEPARTMENT OF COMMUNITY DEVELOPMENT ANALYSIS:
The applicant is proposing to place a single sided billboard on the east side of the
property located at 439 West Second Street in Port Angeles. The sign face is proposed to be 10'
by 30' or 300 square feet in area. The billboard will extend 35 feet in height and be mounted on
a frame supported by a single 36" diameter pole. The sign will be lit by shielded low intensity
lights so that light will be directed at the sign faces and to not produce glare or direct lighting
onto surrounding uses. Many of the surrounding uses are well lit and it is anticipated that
lighting of the billboard will not create significant impacts from additional glare or light.
The entire Comprehensive Plan and Port Angeles Municipal Code were reviewed with
regard to the proposal. The Comprehensive Plan and Land Use Map identify the area as being
located in the imprecise margin between a Commercial designation and an Industrial
designation, and is located in the Harbor Planning Area. No Comprehensive Plan goals, policies,
or objectives were found to support or restrict large off-site outdoor advertising signs.
Development regulations in the Commercial Arterial Zone are included in Attachment B to this
staff report.
The site is zoned Commercial Arterial (CA). A billboard is allowed by conditional use
permit in the CA zone per PANIC 14.36.070 B.3. Billboards may not exceed 300 square feet in
total sign area or 3)5 feet in height in the CA zone. Per PAMC 14.3 6.020(L), sign area is defined
as the sum of each display surface, including both sides of a double-faced sign. No other sign for
an existing business may be located on the site and no other billboard may located within 1,000
feet on the sarne side of the street. No other signs exist on the site and no other billboards have
been identified within 1,000 feet of the site. The site plan identifies the proposed sign location as
being on the east side of the existing structure with the readable surface of the sigri facing west.
The site is located in an area know to have been occupied by the Lower Elwha Klallam
Tribe. Procedures outlined in an agreement dated August 16, 2006, between the Lower Elwha
Klallam Tribe, the State of Washington, the Port of Port Angeles, and the City of Port Angeles
shall be followed during all periods of earth disturbing activities on the site. An approved
archaeologist must be on site during excavation for the sign's foundation.
In consideration of a conditional use permit application, the Plamling Commission may
impose whatever restrictions or conditions are considered to be essential to protect the public
health, safety, and welfare, and to prevent depreciation of neighboring property. Uses developed
by conditional use permit must remain in continual compliance with the conditions of approval
or the use may be revoked.
iCOIIGFOLIpe—CUP 07-10 Page 3
December 12,2007
Consideration is also given to the impacts on traffic patterns, the physical circumstances
of the subject property, other uses in the neighborhood, schools, and needed public
improvements.
STATE ENVIRONMENTAL POLICY ACT (SEPA) REVIEW:
A Determination of NonSignificance was issued for this proposed action on December
10, 2007 per WAC 197-11-355.
Attachments: A - Conditions, Findings, and Conclusions
B -Zoning Ordinance, Conipreliensive Plan, and Other Municipal Code References
C - Application
iconGI-OLIpe—CUP 07-10 Page 4
December 12,2007
ATTACHMENT A
RECOMMENDED CONDITIONS, FINDINGS, AND CONCLUSIONS
The Planning Division recommends the Planning Commission approve Conditional Use
Permit CUP 07-10 subject to 3 conditions and based on the following 12 findings and 3
conclusions in support of the action:
Conditions:
I The maximum sigh area shall be no more that 300square feet total, including both
sides of the sign.
2. The applicant shall have an approved archaeologist on site during any excavation
or ground disturbing activities. In the event archaeological artifacts, features, or
human remains are discovered, the permittee will immediately notify the Lower
Elwha Klallarn Tribal Chair and specified Tribal staff by both letter and
telephone, as well as the City of Port Angeles. The City, in turn will immediately
notify the State Department of Archaeology and Historic Preservation, as required
in RCW 27.44 and 27.53.
3. Lighting for the sign must be appropriately shielded and directed in a manner that
illuminates the sign face and does not result in direct light onto neighboring
properties or streets.
Findings:
Based on the information provided in the Community and Economic Development Staff
Report for CUP 07-10 dated December 12, 2007, including all information in the public record
file, comments and testimony presented during the public hearing, the Planning Commission
discussion and deliberation, and the above listed conditions of approval, the City of Port Angeles
Planning Commission hereby finds that:
I. iconGroupe LLC submitted Conditional Use Permit application CUP 07-10 to
construct a billboard containing 300 square feet of total sign area and standing 35
feet tall, on November 13, 2007.
2. The proposed site is Lot 11, Block 35, west of downtown Port Angeles. The
address is 439 W. Second Street, Port Angeles WA.
3. The City's Comprehensive Plan was reviewed for consistency with the proposal.
The Comprehensive Plan designates the site as being in the imprecise margin
between a Commercial (C) designation and an Industrial (1) designation. The site
is located in the City's Harbor Planning Area. No Comprehensive Plan goals,
policies, or objectives could be found that address signage.
4. The site is zoned Commercial Arterial (CA). Billboards are allowed by
conditional use in the CA zone per PANIC 14.36.070(B) to a height of 35 feet
with a total sign area of 300 square feet.
5. Total sign area is defined in PANIC 14.36.020(L) as the sum of each display
surface, including both sides of a double faced sign.
iconG I OLIPC—CUP 07-10 Page 5
Decembei 12,2007
6. Development in the neighborhood includes industrial, commercial, and residential
uses.
7. No other business sign exists on the site and no other billboard exists within 1,000
feet of the proposed billboard.
8. Per 17.96.050 PANIC, the Planning Commission shall consider applications for
conditional use permit uses as specified in the applicable Chapter of the Zoning
Regulations. The Planning Commission may grant said permits which are
consistent and compatible with the purpose of the zone in which the use is
located, consistent with the Comprehensive Plan, and not contrary to the public
use and interest. In each application the Planning Commission may impose
whatever restrictions or conditions are considered essential to protect the public
health, safety, welfare, and to prevent depreciation of neighboring property.
9. A development that is approved through the conditional use permit process must
remain in continual compliance with specific conditions of approval or may be
revoked.
10. Reviewing City Departmental comments were considered in the review of this
application.
11. Notification of the proposed action and conditional use permit application was
placed in the Peninsula Daily News on November 26, 2007. Public notice was
mailed to property owners within 300 feet of the subject property on November
28, 2007 and posted on the site on November 28, 2007. No written comments
were received during the public comment period.
12. A Determination of Non-Significance was issued for this proposed action on
December 10, 2007.
1 3), The Planning Commission conducted a public hearing on the proposal at the
December 12, 2007, regular meeting.
Conclusions.-
Based on the information provided in the Department of Community and
Economic Development Staff Report for CUP 07-10 dated December 12, 2007, including
all of the information in the public record file, comments, and testimony presented during
the public hearing, the Plaiiiiing Commission's discussion and deliberation, and the above
listed conditions of approval and listed findings, the City of Port Angeles Plarining
Commission hereby concludes that:
I. The proposal is consistent with requirements for approval of a conditional use
permit as specified in PAMC 17.96.050.
2. The proposal is consistent with Port Angeles Municipal Code development
regulations Chapter 14,36 (Sign Ordinance) and specifically 14.36.020(L) Sign
Definitions.
3. Con-iprehensive Plan goals, policies, or objectives do not address the construction
of billboards in the City of Port Angeles.
iconGrMlpe-CUP 07-10 Page 6
Decembei 12,2007
ATTACHMENT C
COMPRE14ENSIVE PLAN AND ZONING ORDINANCE REVIEW
Comprehensive Plan
The City's Comprehensive Plan establishes the long range goals and policies of the City. Any
project proposed in the City must be consistent with the goals and policies of the Comprehensive Plan.
The site is located in the City's East Planning Area. The Plan was reviewed in its entirety with regard to
the proposed application and several goals and policies were found to be relevant to the proposal. An
analysis of compliance with those policies is as follows:
No Comprehensive Plan goals, policies, or objectives in support of billboards could be identified.
Zoning Ordinance
The Zoning Ordinance is the priniary implementing ordinance for the Cornprehensive Plan. The
Ordinance establishes what types of uses are perinitted and where they may be located in the City. It also
establishes definitions and rrunirnurn design standards for such uses. Any project proposed in the City
inust be consistent with specific regulations of the zone in which it is located.
The Zoning Map identifies the subject property and the adjacent property to the east as
Corninercial Arterial (CA), and adjacent properties to the north as Industrial Heavy(114), and the adjacent
property to the South as Industrial Light(IL). The purpose and intent of the CA zone is: "This is a
commercial zone intended to create andpreserve arecisfor businesses serving the entire City and
needing an arterial location because of the nature of the business or intensity of traffic generated
by the business. Commercial uses that are largely devoid of any impacts detrimental to the
eii.i�ii-oniii.entai-ecilloi4)ed Service stations withpetroleumproducts anddry cleaning shops with
hazardo LIS materials are perm itled uses. This zone provides the basic urban land use pattern for
automobile oriented, commercial uses with direct access on a principal arterial street and design
slandardsfor greater automobile and truck traffic. -
Section 17.23.200 PAMC Area and Dirriensional Requirernents Subsection E. limits structures in
the CA zone to a rnaxii-nurn of 35 feet in height. The proposed developrnent shall comply with
development standards set forth by the Zoning Code and can therefore be deerned consistent with the
Zoning Code.
The purpose of a conditional use permit is defined as "A C077ditiOnal Use Perinit shall be to
assur(, that the 177axiin uin degre e of conipatib ilily be4i)een uses shall be attained. The purpose of these
regulations shall be inaintained vi,ith respect to the particular use of the particular site and in
consideralion of other existing andpolential uses 1,i,ithin the general area in ivhich such use is to be
located
PAMC 17.96.050 specifies procedures for the review and processing of conditional use
applications, as follows:
17.96.050 C077ditional Use Perinit
A. The Planning Connnission shall consider applicationsfor Conditional Use Permits of
uses as specified in the applicable Chapter of the Zoning Regulations. The Planning C0177177iSSi011 inay
gl-61771 saidperInitS ivhich are consistent and C01771-xitible ivith the P117-pose of the zone in which the use is
located, consistent ivith the Comprehensive Plan, and not contrary to the public use and inlerest. The
Planning Commission may refuse to issue a Conditional Use Perinit if the characterislics of the iniended
use OS related to the specific proposed site are such as would defeat the purpose of these Zoning
Regulations by introducing incompatible, detriinental, or hazardous conditions.
iC011GIOUI)e-CU P 07-10 Page 7
Decembei 12,2007
B. In each application, the Planning Commission n7ay ilmpose iihalever restrictions or
conditions they consider essential to protect the public health, safety, and ivel/are, and to prevent
depreciation oj'neighboringproperry.
Sign Ordinance
The Sign Ordinance establishes standards and regulations for all exterior signs and sign
StRICtUres.
PANIC 14.36.020 Definitions:
C. Billboards. Billboards are definedas an ojj-preinise sign containingaconnnercial
inessage unrelated to any use or aclivity of the property on which the sign is located
D. Display Surfq��e. That part of a sign struclure used to display an integrated advertising
message.
L. SignAre . The area of the sign shall be the sum of each display stuface, including both
sides of a double-faced sign, as determined by circumscribing the exteriOr lilnitS on the n7ass oj'each
display erected on one sign structure with a circle, triangle, or quadrangle connecting all extreme points.
Where a sign is composed of two or more individual letters mounted directly on a wall, the total display
surface, including its background, shall be considered One signfor PT&Poses of calculating sign area.
The struchire S1119POI-ting a Sign i's not included in deterInining the area of the sign unless the siructure is
designed in a-way tojbrin an integralpart of the di6play.
PANIC 14.36.070 Permitted Signs,
B. Signs in the CA Zone: One off-preinise sign tip to a total sign area of 300 squarefeet, up
to 35feet in height, on sites that contain no other signfor businesses on the site are allowed through the
approval ofa Conditional Use Permit. No billboard may be perinitted when it is within 1,000feet of
another such sigh that is on the saine side of the street.
IL,2
A! 3'pl. kin I UL
V V I q ')QQ7
APPLICANT/OWNER INFORMATION: L.— I
C'!I YO F P 0 R T!�N! E L.E IS
Dept.0',
Applicant: C Oo 0 U)O(�
V e
Address: VLIA 175N16 Daytimephone#: 206, L?6, e,,S-Y3
Applicant's representative(if other than applicant): Dral,,
�Z31160 S(>ckf-rer Rd. YVE7
Address: cl Daytime phone#: 0,
5-,/, V, O;Z 0
Property owner(if other than applicant): a-, QQCh
yo,y �V,/- rb;rd� S-( .
Address: Daytimephone#: 360, q,5-2, 22 S�-
PROPERTY INFORMATION:
2 nJ S-
Street address: 43
Legal description: 7-/�y -H 6,'S-Y 4 Of j Ri- -3,S— V13 C 114- T Cz
Zoning: c,/� Comprehensive Plan designation: (-' K)vm 1-7'7 6� 17 C
Property dimensions: Property area (total square feet): j)0
Physical characteristics(i.e.,flat,sloped,vacant,developed,etc.):
e L/e cvcd
PROPOSED USE INFORMATION:
Please describe the proposed conditional use: C"/ M a t-a 1,7
,�-ery; 60 OuLtcloor 1�efyerr,'Sirq
Number of employees: /V Hours of operation: /V/d
Number of on-site parking spaces:
Building area (total square feet of floor area for the proposed activity): /V Al
SIGNATURES:
Applicant:
I certify that all oj*lhe above statements are true and complete to the bes1ofmyknowledge andacknowledge
that wilful misrepresentation qfinformation will terminate thispermil application. I have read this application in
its entirety and understand that my submittal will be reviewedfor completeness. Iffound to be complete the
application will be scheduledfor the next available Planning Commission meeting. Ij'nof complete,when requested
information has been received the application will be scheduledfor the next available meeting.
—zo z
Date 5
Signature
Owner (if other than applicant):
I am the owner of the subjectprWerty identified herein and approve of this application.
Signature J"W�z kAj_,tjL_' Date
For Staff Use Only:
Permit No.
Appl. complete
Add. Info requested
1>
vo�
4�0`
i fk�
P'n f, e- r,.-
CITY OF PORT ANGELES
321 East Fifth Street
Port Angeles, WA 98362
NOTICE OF DECISION
NOTICE IS HEREBY GIVEN that on December 12, 2007, the Port Angeles Planning
Commission took the following actions:
i-��. DENIAL of a conditional use permit to allow an outdoor advertising sign in the
Commercial Arterial zone at 439 West Second Street; and
2. APPROVAL of an outdoor advertising sign in the Industrial Heavy zone at 2450
Highway 101 West.
For further information, please contact Sue Roberds, Planning Manager, Department of
Community & Economic Development, 321 East Fifth Street, Port Angeles, Washington,
(360) 417-4750.
Pub: 12/18/07
Affidavit of Publication
In the Superior It of the State of Washington for Clallamllerson County.
Peninsula Dailv News
CITY OF PORT ANGELES
LEGAL ACCT/CITY CLERK
PO BOX 1150
PORT ANGELES, WA 98362-0217 CITY OF PORT ANGELES
321.East'Fifth Street
Port Angeles,WA 98362
NOTICE OF DECISION
NOTICE IS., HEREBY GIVEN
that on December
.12,
�200,7,;,,Jhe,-Port, Angeles
�R-a—nn
in
th rn mmiss on �t6oW-
I I 0��l
in%
Reference: 4900481 Ilowing ctions:-
3592157 Notice of decision 1.,,D,ENIAL of:a conditional
u ko-allov�,an out
_a i sing sign in the
Commercial Arterial zone at
Seco�q.. Street;
Q. APPROVAL of an outdoor
advertising,,'�sign in:,the.In-
dustrial,Heavy zone at-2450
Highwa�,'Ioj,West_�--
The undersigned being first duly sworn on oath, deposes and 'For �,�',further, in
-y - .formation,
;.please -contact, Sue Ro--
says. 'rbe' Planning. Manager,
That she/he is authorized to and does make this affidavit for and t of Community&
on behalf of Peninsula Daily News, a corporation, and that the -0�Development,
h'Street, Port
following statements of fact are within her/his personal and n1ir I 91hington, (360)
17-
actual knowledge. Pub:De�5..`-6,.2'007
That said corporation is the owner and publisher of the
Peninsula Daily News published in Clallam/Jefferson Counties,
and had been approved as a legal newspaper by order of the
Superior Court of said Clallam/Jefferson County of the State Of
Washington.
That the annexed is a true copy of a legal insertion as it was
published in regular issues (and not in the supplement form) of
said newspaper was regularly distributed to its subscribers
during all of said period. The publishing date cited is the last
day of publication.
1 Insertion in Pub PDN on Z
o N R q
12/19/07
......... co
0 T A&
Cn 08/05/2011
0
8 L% A,
OP WAS\-\\
////l/810/111111110\0
------------------
Sworn to me on this 26th day of December 2007
NO TAR Y PUBLJC
Notary Public in and for the State of Washington residing in Port Angeles.
Peninsula Daily News P.O. Box 1330 Port Angeles, WA 98362
OR, GELES
N
T .1
W A .s I N ,G .T .0 N, U. S. A.
�Community & Eco'nomic Development Department .
December 14, 2007
Mr..Daniel Tefft
23460 Scatter Rd.,NE
Kingston, WA 98346
RE: Conditional Use Permit- CUP,07-10
439 West Second Street-'ico.nGroupe
Dear Mr. Teffl:
As you know, following a-public hearing conducted on December 12,2007,the Port Angeles
Planning Commission denied the above refere,nced.conditioria,l use permit.-.In its
deliberation; the Board determined that, due to,the:setback.'requirement of Section 17.95.150
of the Port Angeles I Munic I ipal�Codc.-which reads in part fflherepermitt�d,'.a billboard',
shall not be co�istructed closer than 35f6ei to anypropert Iine the proposed sign cannot
Y
'-Other than'this issue, the Commission appeared to'be in favor 'of
be placed onthe property.
the�pro
posal.-
It has beet a pleasure dealing with your group. -if you*have any ftirther.question. s, please
don't hesitate to contact this office.
SueRoberds
Planhin 'Manager
9
cc: Building Divislow
Phone: 360-417-4750 Fax: 360-417-4711
Website: www.cityofpa.us/Email: smartgrowth@cityofpa.ds
ma
321 East Fifth Street- P.O. Box 1150 Port Angeles, WA 98362-0217
. ..............
Planning Commission Minutes
December 12, 2007
Page 5
CONDITIONAL USE PERMIT - CUP 07-10 - iCONGROUPE - 439 West Second
Street: Request for a conditional use pen-nit to erect a 300 square foot free standing
outdoor advertising sign in the Commercial Arterial zone.
Associate Planner Scott Johns reviewed the Department's report recommending denial of the
conditional use permit.
Chair Beier indicated that those who testify must sign the "Sign In" log and affirm that their
testimony will be truthful to the best of their knowledge. He then qualified Commission members
on their ability to act on the matter, and opened the public hearing.
Frank Podany, 2103 46th Avenue SW, Seattle, WA 98116 represented the application but had
nothing to add to the Department's report.
Commissioner Harris asked what determines whether an outdoor advertising sign should be taller
or larger to be more effective. Mr. Podany responded that the intended location would drive such
a decision.
There being no further testimony, Chair Beier closed the public hearing.
Following extended discussion regarding the site placement prescribed in Section 17.95.140
PAMC, which requires that all outdoor advertising signs be situated at least 35 feet from any
property line, it was determined that the application could not be approved at the proposed site
given the site dimensions. Commissioner Caudill moved to deny the permit citing the
following findings and conclusions:
Findings:
Based on the information provided in the Community and Economic Development Staff Report
for CUP 07-10 dated December 12, 2007, including all information in the public record file,
comments and testimony presented during the public hearing, the Planning Commission
discussion and deliberation, and the above listed conditions of denial, the City of Port Angeles
Planning Commission hereby finds that:
I. iconGroupe LLC submitted Conditional Use Pen-nit application CUP 07-10 to construct a
double sided billboard containing 300 square feet of sign area per side and standing 35
feet tall, on November 13, 2007.
2. The proposed site includes Lot 11, Block 35, west of downtown Port Angeles. The
address is 439 W. Second Street, Port Angeles WA. Site dimensions are approximately
50' x 86'.
3. The City's Comprehensive Plan was reviewed for consistency with the proposal. The
Comprehensive Plan designates the site as being in the imprecise margin between a
Commercial (C) designation and an Industrial (1) designation. The site is located in the
City's Harbor Planning Area. No Comprehensive Plan goals, policies, or objectives could
be found that address signage.
4. The site is zoned Commercial Arterial (CA). Billboards are allowed by conditional use in
the CA zone per PAMC 14.36.070(B) to a height of 35 feet with a total sign area of 300
square feet.
Planning Commission Minutes
December 12, 2007
Page 6
5. Total sign area is defined in PAMC 14.36.020(L) as the sum of each display surface,
including both sides of a double faced sign.
6. Development in the neighborhood includes industrial, commercial, and residential uses.
7. No other business sign exists on the site and no other billboard exists within 1,000 feet of
the proposed billboard.
8. Per 17.96.050 PAMC, the Planning Commission shall consider applications for
conditional use pen-nit uses as specified in the applicable Chapter of the Zoning
Regulations. The Planning Commission may grant said permits which are consistent and
compatible with the purpose of the zone in which the use is located, consistent with the
Comprehensive Plan, and not contrary to the public use and interest. In each application
the Planning Commission may impose whatever restrictions or conditions are considered
essential to protect the public health, safety, welfare, and to prevent depreciation of
neighboring property.
9. A development that is approved through the conditional use permit process must remain in
continual compliance with specific conditions of approval or may be revoked.
10. Reviewing City Departmental comments were considered in review of the application.
11. Notification of the proposed action and conditional use permit application was placed in
the Peninsula Daily News on November 26, 2007. Public notice was mailed to property
owners within 300 feet of the subject property on November 28, 2007, and posted on the
site of November 28,.2007. No comments were received during the public comment
period.
12. A Determination of Non-Significance was issued for this proposed action on December
10, 2007.
13. The Planning Commission opened a public hearing on the proposal at the December 12,
2007, regular meeting.
14. Section 17.95.140 Billboards of the Port Angeles Municipal Code requires that billboards
shall be limited to certain zones. Where pen-nitted, a billboard shall be constructed no
closer than 35 feet to any property line.
Conclusions:
Based on the infon-nation provided in the Department of Community and Economic Development
Staff Report for CUP 07-10 dated December 12, 2007, including all of the information in the
public record file, comments, and testimony presented during the public hearing, the Planning
Commission's discussion and deliberation, and the above listed conditions of approval and listed
findings, the City of Port Angeles Planning Commission hereby concludes that:
1. The proposal is consistent with requirements for approval of a conditional use permit as
specified in PAMC 17.96.050.
2. G iven the dimensions of the subject site, the proposal cannot be consistent with the
development standards for outdoor advertising signs as prescribed in PAMC Section
17.95.140 Billboards.
Planning Commission Minutes
December 12, 2007
Page 7
3. No Comprehensive Plan Goals, Policies, or Objectives can be found to support the
construction of billboards in the City of Port Angeles.
Commissioner Matthews seconded'the motion, which passed.unanimously.
0 0 -1
Goochy Investments/iconGroupe Sign Proposal
0
>
iconGroupe
(D
(D
Cf)
439 W 2nd Street, Port Angeles,
wl;�
Project --4 Goochy iconGroupe P v r t A n g e i e s
Project Contact -4 Dan Tefft �4 a r b o
p:360.860.0290
e:dtefft@icongroupe,com
Site Address --oo 439 W 2nd Street
Port Angeles,WA
Parcel info -oO 0630000035450000
Marin F439 W, 2d�h
Sign height -a4 35 feet 'k
Sign face -44 10 feet high x 30 feet wide
Construction -4 Steel monopole
44
0-
C
REr. iconGroupe
Distinctive Out-of-Horne Media
DEC 14 2W
P 206.686.6543
e info@icongroupe.com
CITY OF PC':'ITANGELES
Dept.of Community
Alternate Views
West Bound on 2nd
0
r;
>
A
iconGroupe
cn
East Bound on 2nd
let
icon
0 0 '1
Area Map & Site Plan: 439 W 2nd Street, Port Angeles, WA
Port Angeles
Harbor
Df
e-F
1W ------- 439'vV 2nd St,Goochy
�4
Port
Angeles
-AV4
101
4
84'
c
Ell
'�e
e0IN
iconGroupe
Lo sign
00
6
C
a)
cl
0
3'
50'
Ir 14' 1 32' 4'
.cc
W 2nd Street
o
P -) A
G
"ELES
O-)t T N
W A S H I N GTON, U. S. A.
DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT
TO: Planning Commission
FROM: Scott K. Johns, Associate Planner
DATE: December 12, 2007
RE: Conditional Use Permit - CUP 07-10
APPLICANT: iconGroupe LLC
OWNER: Goochy Investments LLC
LOCATION: 439 W. 2 nd Street
REQUEST: Place a 300 square foot surface free standing advertising sign in the
Commercial Arterial zone.
RECOMMENDATION:
The Planning Division recommends that the Planning Commission approve CUP
07-10 with 3 conditions, citing 12 findings and 3 conclusions in support of that action as
listed in Attachment A.
EXISTING CONDITIONS IN AREA:
The subject property is located at 439 W. 2 d Street, Port Angeles. Lots in the block are
of various sizes due to the converging angle of Marine Drive and Second Street toward their
intersection at the west end of the block. The subject parcel is 2,218 square feet in area. The
property is developed with a single structure containing storage space. Adjacent property most
recently operated as an auto repair facility. No environmentally sensitive areas exist on the site.
The site is accessed from Second Street, which is an improved local access street. The site is flat
and level. The application and site maps are attached as Attachment C.
Development in the area is a mix of industrial, commercial, and limited residential. The
site is adjacent to an area zoned Industrial Heavy IH on the north across Marine Drive and
adjacent to an area zoned Industrial Light IL to the south across Second Street. The site and
adjacent properties in the contiguous block are zoned Commercial Arterial.
iconGroupe—CUP 07-10 Page 2
December 12,2007
DEPARTMENT COMMENTS:
City Departments reviewed the proposal and provided the following comments:
The Fire Department has no objections to the proposal.
The Public Works and Utilities Department
The Building Division of DCD did not comment.
PUBLIC COMMENT:
Notification of the proposed action was placed in the Peninsula Daily News on
November 26, 2007, mailed to property owners within 300 feet of the subject property on
November 28, 2007, and posted on the site on November 28, 2007. No written comments were
received during the public comment period.
DEPARTMENT OF COMMUNITY DEVELOPMENT ANALYSIS:
The applicant is proposing to place a single sided billboard on the east side of the
property located at 43 9 West Second Street in Port Angeles. The sign face is proposed to be 10'
by 30' or 300 square feet in area. The billboard will extend 35 feet in height and be mounted on
a frame supported by a single 36" diameter pole. The sign will be lit by shielded low intensity
lights so that light will be directed at the sign faces and to not produce glare or direct lighting
onto surrounding uses. Many of the surrounding uses are well lit and it is anticipated that
lighting of the billboard will not create significant impacts from additional glare or light.
The entire Comprehensive Plan and Port Angeles Municipal Code were reviewed with
regard to the proposal. The Comprehensive Plan and Land Use Map identify the area as being
located in the imprecise margin between a Commercial designation and an Industrial
designation, and is located in the Harbor Planning Area. No Comprehensive Plan goals, policies,
or objectives were found to support or restrict large off-site outdoor advertising signs.
Development regulations in the Commercial Arterial Zone are included in Attachment B to this
staff report.
The site is zoned Commercial Arterial (CA). A billboard is allowed by conditional use
permit in the CA zone per PAMC 14.36.070 B.3. Billboards may not exceed 300 square feet in
total sign area or 3 5 feet in height in the CA zone. Per PAMC 14.3 6.020(L), sign area is defined
as the sum of each display surface, including both sides of a double-faced sign. No other sign for
an existing business may be located on the site and no other billboard may located within 1,000
feet on the same side of the street. No other signs exist on the site and no other billboards have
been identified within 1,000 feet of the site. The site plan identifies the proposed sign location as
being on the east side of the existing structure with the readable surface of the sign facing west.
The site is located in an area know to have been occupied by the Lower Elwha Klallam
Tribe. Procedures outlined in an agreement dated August 16, 2006, between the Lower Elwha
Klallam Tribe, the State of Washington, the Port of Port Angeles, and the City of Port Angeles
shall be followed during all periods of earth disturbing activities on the site. An approved
archaeologist must be on site during excavation for the sign's foundation.
In consideration of a conditional use permit application, the Planning Commission may
impose whatever restrictions or conditions are considered to be essential to protect the public
health, safety, and welfare, and to prevent depreciation of neighboring property. Uses developed
by conditional use permit must remain in continual compliance with the conditions of approval
or the use may be revoked.
iconGroupe—CUP 07-10 Page 3
December 12,2007
Consideration is also given to the impacts on traffic patterns, the physical circumstances
of the subject property, other uses in the neighborhood, schools, and needed public
improvements.
STATE ENVIRONMENTAL POLICY ACT (SEPA) REVIEW:
A. Determination of NonSignificance was issued for this proposed action on December
10, 2007 per WAC 197-11-355.
Attachments: A - Conditions, Findings, and Conclusions
B - Zoning Ordinance, Comprehensive Plan, and Other Municipal Code References
C -Application
iconGroupe—CUP 07-10 Page 4
December 12,2007
ATTACHMENT A
RECOMMENDED CONDITIONS, FINDINGS, AND CONCLUSIONS
The Planning Division recommends the Planning Commission approve Conditional Use
Permit CUP 07-10 subject to 3 conditions and based on the following 12 findings and 3
conclusions in support of the action:
Conditions:
1 The maximum sigh area shall be no more that 300square feet total, including both
sides of the sign.
2. The applicant shall have an approved archaeologist on site during any excavation
or ground disturbing activities. In the event archaeological artifacts, features, or
human remains are discovered, the permittee will immediately notify the Lower
Elwha Klallam Tribal Chair and specified Tribal staff by both letter and
telephone, as well as the City of Port Angeles. The City, in turn will immediately
notify the State Department of Archaeology and Historic Preservation, as required
in RCW 27.44 and 27.53.
3. Lighting for the sign must be appropriately shielded and directed in a manner that
illuminates the sign face and does not result in direct light onto neighboring
properties or streets.
Findings:
Based on the information provided in the Community and Economic Development Staff
Report for CUP 07-10 dated December 12, 2007, including all information in the public record
file, comments and testimony presented during the public hearing, the Planning Commission
discussion and deliberation, and the above listed conditions of approval, the City of Port Angeles
Planning Commission hereby finds that:
I. iconGroupe LLC submitted Conditional Use Permit application CUP 07-10 to
construct a billboard containing 300 square feet of total sign area and standing 35
feet tall, on November 13, 2007.
2. The proposed site is Lot 11, Block 35, west of downtown Port Angeles. The
address is 439 W. Second Street, Port Angeles WA.
3. The City's Comprehensive Plan was reviewed for consistency with the proposal.
The Comprehensive Plan designates the site as being in the imprecise margin
between a Commercial (C) designation and an Industrial (1) designation. The site
is located in the City's Harbor Planning Area. No Comprehensive Plan goals,
policies, or objectives could be found that address signage.
4. The site is zoned Commercial Arterial (CA). Billboards are allowed by
conditional use in the CA zone per PAMC 14.36.070(B) to a height of 35 feet
with a total sign area of 300 square feet.
5. Total sign area is defined in PAMC 14.36.020(L) as the sum of each display
surface, including both sides of a double faced sign.
iconGroupe—CUP 07-10 Page 5
December 12,2007
6. Development in the neighborhood includes industrial, commercial, and residential
uses.
7. No other business sign exists on the site and no other billboard exists within 1,000
feet of the proposed billboard.
8. Per 17.96.050 PAMC, the Planning Commission shall consider applications for
conditional use permit uses as specified in the applicable Chapter of the Zoning
Regulations. The Planning Commission may grant said permits which are
consistent and compatible with the purpose of the zone in which the use is
located, consistent with the Comprehensive Plan, and not contrary to the public
use and interest. In each application the Planning Commission may impose
whatever restrictions or conditions are considered essential to protect the public
health, safety, welfare, and to prevent depreciation of neighboring property.
9. A development that is approved through the conditional use permit process must
remain in continual compliance with specific conditions of approval or may be
revoked.
10. Reviewing City Departmental comments were considered in the review of this
application.
11. Notification of the proposed action and conditional use permit application was
placed in the Peninsula Daily News on November 26, 2007. Public notice was
mailed to property owners within 300 feet of the subject property on November
28, 2007 and posted on the site on November 28, 2007. No written comments
were received during the public comment period.
12. A Determination of Non-Significance was issued for this proposed action on
December 10, 2007.
13. The Planning Commission conducted a public hearing on the proposal at the
December 12, 2007, regular meeting.
Conclusions.-
Based on the information provided in the Department of Community and
Economic Development Staff Report for CUP 07-10 dated December 12, 2007, including
all of the information in the public record file, comments, and testimony presented during
the public hearing, the Planning Commission's discussion and deliberation, and the above
listed conditions of approval and listed findings, the City of Port Angeles Planning
Commission hereby concludes that:
I The proposal is consistent with requirements for approval of a conditional use
permit as specified in PAMC 17.96.050.
2. The proposal is consistent with Port Angeles Municipal Code development
regulations Chapter 14.36 (Sign Ordinance) and specifically 14.36.020(L) Sign
Definitions.
3. Comprehensive Plan goals, policies, or objectives do not address the construction
of billboards in the City of Port Angeles.
iconGroupe—CUP 07-10 Page 6
December 12,2007
ATTACHMENT C
COMPREHENSIVE PLAN AND ZONING ORDINANCE REVIEW
Comprehensive Plan
The City's Comprehensive Plan establishes the long range goals and policies of the City. Any
project proposed in the City must be consistent with the goals and policies of the Comprehensive Plan.
The site is located in the City's East Planning Area. The Plan was reviewed in its entirety with regard to
the proposed application and several goals and policies were found to be relevant to the proposal. An
analysis of compliance with those policies is as follows:
No Comprehensive Plan goals, policies, or objectives in support of billboards could be identified.
Zoning Ordinance
The Zoning Ordinance is the primary implementing ordinance for the Comprehensive Plan. The
Ordinance establishes what types of uses are permitted and where they may be located in the City. It also
establishes definitions and minimum design standards for such uses. Any project proposed in the City
must be consistent with specific regulations of the zone in which it is located.
The Zoning Map identifies the subject property and the adjacent property to the east as
Commercial Arterial (CA), and adjacent properties to the north as Industrial Heavy(11-1), and the adjacent
property to the south as Industrial Light(IL). The purpose and intent of tile CA zone is: "This is a
commercial zone intended to create andpreserve areasfor businesses serving the entire City and
needing an arterial location because of the nature of the business or intensity of traffic generated
by the business. Commercial uses that are largely devoid of any impacts detrimental to the
environment are allowed Service stations with petroleum products and dry cleaning shops with
hazardous materials are permitted uses. This zone provides the basic urban land use pattern for
automobile oriented, commercial uses with direct access on a principal arterial street and design
standardsfor greater automobile and truck traffic. "
Section 17.23.200 PANIC Area and Dimensional Requirements Subsection E. limits structures in
the CA zone to a maximum of 35 feet in height. The proposed development shall comply with
development standards set forth by the Zoning Code and can therefore be deemed consistent with the
Zoning Code.
The purpose of a conditional use permit is defined as "A Conditional Use Permit shall be to
assure that the maximum degree of compatibility between uses shall be attained The purpose of these
regulations shall be maintained with respect to the particular use of the particular site and in
consideration of other existing andpotential uses within the general area in which such use is to be
located
PANIC 17.96.050 specifies procedures for the review and processing of conditional use
applications, as follows:
17.96 050 Conditional Use Permit
A. The Planning Commission shall consider applicationsfor Conditional Use Permits of
uses as specified in the applicable Chapter of the Zoning Regulations. The Planning Commission may
grant saidpermits which are consistent and compatible with the purpose of the zone in which the use is
located, consistent with the Comprehensive Plan, and not contrary to the public use and interest. The
Planning Commission may refuse to issue a Conditional Use Permit if the characteristics of the intended
use as related to the specific proposed site are such as would defeat the purpose of these Zoning
Regulations by introducing incompatible, detrimental, or hazardous conditions.
iconGroupc—CUP 07-10 Page 7
December 12,2007
B. In each application, the Planning Commission may impose whatever restrictions or
conditions they consider essential to protect the public health, safety, and we�fare, and to prevent
depreciation of neighboring property.
Sign Ordinance
The Sign Ordinance establishes standards and regulations for all exterior signs and sign
structures.
PAMC 14.36,020 Definitions:
C. Billboards. Billboards are defined as an off-premise sign containing a commercial
message unrelated to any use or activity of the property on which the sign is located
D. Display Surface. That part of a sign structure used to display an integrated advertising
message.
L. SignAre . The area of the sign shall be the sum of each display surface, including both
sides of a double-faced sign, as determined by circumscribing the exterior limits on the mass of each
display erected on one sign structure with a circle, triangle, or quadrangle connecting all extreme points.
Where a sign is composed of two or more individual letters mounted directly on a wall, the total display
surface, including its background, shall be considered one signfor purposes of calculating sign area.
The structure supporting a sign is not included in determining the area of the sign unless the structure is
designed in a way tojbrm an integralpart of the display.
PANIC 14.36.070 Permitted Signs,
B. Signs in the CA Zone: One off-premise sign up to a total sign area of 300 squarefeet, up
to 35feet in height, on sites that contain no other signfor businesses on the site are allowed through the
approval of a Conditional Use Permit. No billboard may be permitted when it is within 1,000feet of
another such sigh that is on the same side of the street.
13 2nn7
APPLICANVOWNER INFORMATION: L----'
rY'OF PORT ANIGEL' ES'
Applicant: ;r 0 a CT r o Lk
alc)3
Address: seo,-i-t1el k/Iq 17 fr 1/6 Daytimephone#: )-06, 696,_6yy_3
Applicant's representative(if other than applicant): D'all �/ e )7�6
;ZV/60 Se&-t-rer Rd. YE
Address: k;vj(qitorj . -jAlg 5-/V 6- Daytime phone#:-T6 0, r!r6 0. 02 0
Property owner(if other than applicant): a- 6JOCIqV
5-03 W/I 7-1611rd S-t - I
Address: Po rq- 4 r?5EJe,�. LA/,q Daytime phone#: 3 6 0. 'YY2, g 2 6
PROPERTY INFORMATION:
Street address: 1-13 C t 12 of2 4
Legal description: 7-/J� W CS-Y 40T- 1/ 3,5- i V13C /1/- �/ 1?j?-TCj
Zoning: CR Comprehensive Plan designation: r OPIM M P- /I C ;ex /-
Property dimensions: Property area(total square feet): 0 0 g!F
Physical characteristics(i.e.,flat,sloped,vacant,developed,etc.):
e ve ed
PROPOSED USE INFORMATION:
Please describe the proposed conditional use: Malini-a;v and
S'etry; 4: C0 oiktdoor 19dVe1--r,,S;rjQ
Number of employees: /V/",y Hours of operation:
Number of on-site parking spaces:
Building area (total square feet of floor area for the proposed activity): /V
SIGNATURES:
Applicant:
I certify that all ofthe above statements are true and complete to the best ofmy knowledge and acknowledge
that wilful misrepresentation ofinformation will terminate thispermit application. I have read this application in
its entirety and understand that my submittal will be reviewedfor completeness. Iffound to be complete the
application will be scheduledfor the next available Planning Commission meeting. Ifnot complete,when requested
information has been received the application will be scheduledfor the next available meeting.
Signature Date 10 5-ZO 7
Owner(if other than applicant):
I am the owner of the subjectpWer,identified herein and approve of this application.
Signature Date H
For Staff Use Only:
Permit No.
Appl. complete
Add. Info requested
1-4 4'0:(
iv f)
11",67 f UP
-----------
CITY OF PORT ANGELES
NOTICE
OF
POSTING
RE
I Patrick Bartholick state that on the day of 20071 1 posted said notice, a.
true copy of which is hereto attached and-made a part hereof pursuant to Section 17.96.1-40
of the Port Angeles Municipal Code, as.amended, on Wthe y proposed.for a land use
action.
AFFIANT
Subscribed to me thi� day of W,-a� ___,2007.
o\011111111/o"
S. R0,&
F40TARY PUBLI� for tate of
:EV.02-24-=E1'-. Z Washington, residing int6rt Angeles.
0
1� 7 % LIS L% A, :I:z
0 .........* #
P.
OP WA��N
CITY OF PORT ANGELES
NOTICE OF MAILING
1, Sue Roberds state that on t4t�day of22.-,�-200 7, 1 mailed.said notice, a true.copy
of which is hereto attached and made a part hereof pursuant to, Section 17.96.140 of the
Port Angeles Municipal Codel to the persons on the attached list. In addition', the notice Was
posted on the bulletin board in the main lobby o
a
AFFIANT
Subscribed to me this Z 2007.
day of K)b q
\\\\\\III I I I fill,, NOTARY PUBLIC for.the State of
Washington, residing in Port Angeles.
o TAP�,
M 1,2008
AR.
TA ,:F
-V B 0
0 ...
///jIF wp's \V�
CITY OF PORT ANGELES
PUBLIC NOTICE
OF DEVELOPMENT APPLICATION AND
PUBLIC HEARING
NOTICE IS HEREBY GIVEN that on November 9, 2007, the City of Port Angeles received an
application for a conditional use permit to allow a OUTDOOR ADVERTISING SIGN to be erected in
the Commercial Arterial zone. The application was determined to be complete on November 20, 2007.
Written comments regarding the proposed action must be received by the City no later than December 10
2007, in order to be included in the staff report. Additional comment will be accepted at the public
hearing that will be conducted by the PORT ANGELES PLANNING COMMISSION on DECEMBER 12, 2007,
6 p.i-n., City Hall. Interested parties are encouraged to comment on the proposal and may request a copy
of the decision once it's been made. Information may be reviewed at the City Department of Community
& Economic Development, City .H.all, 321 East Fifth Street, Port Angeles. City Hall is accessible to
persons with disabilities. Interested parties are invited to attend the meeting.
STATE ENVIRONMENTAL POLICY ACT: It is anticipated that a determination of non significance
(DNS) will be issued for the proposal following the required review period, which will expire on
December 12, 2007, per WAC 197-11-355.
APPLICANT: ICONGROUP
LOCATION: 439 West Second Street
Intersection of West Second Street and Marine Drive
For further infon-nation contact: Scott Johns, (360) 417-4752
PUB: 11/26/07
POST: 11/21/07
MAIL: 11/21/07
T:\N OTI CES\ComboPCpubIichearing.wpd
Smooth Feed SheetSTM Use template for 51630
Oman Brian A/Dean Nam City of Port Angeles
315 Ennis St PO Box 1150
Port Angeles,WA 98362 Port Angeles,WA 98362
Clallam County Lorance R/June E Tozzer Trust
223 E.411,Street PO Box 2800
Port Angeles,WA 98362 Sequim,WA 98382
Sunset Wire Rope Co.Inc. Blue Mountain Leasing LLC
PO Box 1083 2095 Blue Mountain Road
Port Angeles,WA 98362 Port Angeles, WA 98362
Lawrence Smithsons/S.Poythress Bennett Kenneth L/Mary M
220 S.Pine St. 435 W.3,d.St.
Port Angeles,WA 98362 Port Angeles,WA 98362
Smithton Richard/Mary Lawrence J/Irene E Bourm
220 Moonlight Dr. 802 E.611,St.
Sequirn,WA 98382 Port Angeles,WA 98362
AV E-RYO Shiming Labels Laser 516V)
Smooth Feed SheetSTM Use template for 51630
Pettit Oil Company Wash Corp Port of Port Angeles
638 Marine Dr. PO Box 1350
Port Angeles,WA 98363 Port Angeles,WA 98362
Lundstedt Rober/Barbara Armstrong Josha
%Action Brake&Muffler 251 Octane Ln.
523 Marine Drive Port Angeles,WA 98362
Port Angeles,WA 98362
List of Property Owners within 300 feet of the site
Oman Brian A/Deannam
City of Port Angeles
Clallam County
Lorance R& E Tozzer Trust
Sunset Wire Robe Co.Inc.
Blue Mountain Leasing LLC
Lawrence Smithson/S. Poythress
Bennett Kenneth L/Marry M
Smithton Richard/Marry
Lawrence J/Irene E Bourm
Pettit Oil Company Wash Corp
Port of Port Angeles
Lundstedt Roger/Barbara
Armstrong Joshua
Affidavit of Publication
In the Superior Court of the State of Washington for Clallarn/Jefferson County.
Peninsula Daily News
CITY OF PORT ANGELES
PUBLIC NOTICE
OF DEVELOPMENT
APPLICATION AND
PUBLIC HEARING
NOTICE I S HEREBY GIVEN
.that on Nov..ber 9, 2007,
the City of Port Angeles re-
ceived an application for a
conditional use permit to a]-
ow a OUTDOOR ADVERTIS-
CITY OF PORT ANGELES = SIGN to be erected in
the Commercial Arterial
LEGAL ACCT/CITY CLERK zone. The application was,
PO BOX 1150 determined to�be complete-
on November 20, 2007.
PORT ANGELES, WA 98362-0217 Written comments regarding
the proposed action must
.be received by the tity no
later than December 10
2007,.in order to be includ-
ed in the staff report. Addi-
tionai comment will be ac-
cepted at the public hearing
Reference: 4900481 that will be conducted by
3591131 Icongroup applicant the PORT ANGELES PLAN-
NING. COMMISSION on DEL
CEMBER 12, 2007, 6 p.m.,
City Hall.-interested parties
are encouraged to comment
on the proposal and may re-
quest a copy of the decision
once it's been made. Infor-
mation may be reviewed at
the City Department of Com-
The undersigned being first duly sworn on oath, deposes and munity&Economic Develop-
ment, City Halt, 321 East,
says. Fifth Street, Port Angeles.
That she/he is authorized to and does make this affidavit for and City Hall is accessible to
persons.with.disabilities. In-
on behalf of Peninsula Daily News, a corporation, and that the terested parties are invited
to attend the meeting.
following statements of fact are within her/his personal and STATE ENVIRONMENTAL
actual knowledge. POLICY AC : It is anticipat-
ed that a determination of
That said corporation is the owner and publisher of the non significance.(DNS) will
Peninsula Daily News published in Clallarn/Jefferson Counties, be issued for the proposal
followingthe required review
and had been approved as a legal newspaper by order of the period, which will expire on
Superior Court of said Clallarn/Jefferson County of the State Of December 12, 2007, per
WAC 197-11-355.
Washington. APPLICANT�.lCONGROUP,
LOCATIOB: 439 we�st ��c_
That the annexed is a true copy of a legal insertion as it was ond Street, Intersection of
published in regular issues (and not in the supplement form) of West Second Street and
Marine Drive
said newspaper was regularly distributed to its subscribers For further information con-
during all of said period. The publishing date cited is the last tact: Scott Johns, (360)
417-4752
day of publication. Pub:Nov.26,2007
1 Insertion in Pub PDN on
11/26/07
(),tA R s C
N ........
_Z� oT A R
co
Z
ID31051213i i
0
C) j-
A -. PUB\,\
OF W
CODE:
-------------------
Sworn to me on this 3rd day of December 2007
NOTARYPUBUC
Notary Public in and for the State of Washington residing in Port Angeles.
Peninsula Daily News P.O. Box 1330 Port Angeles, WA 98362
Paae7l
From: Ken Dubuc
To: Sue Roberds
Date: 11/28/2007 8:40 AM
Subject: CUP 07-09 and 07-10
Sue,
The Fire Department has no objection to either of these CUP's.
Thanks,
Ken
1 -.11 -P URK T NGELES
...........
W A S H I N G T 0 N, U. S. A.
November 27, 2007
MEMO
To: Department of Ecology, SEPA Division
From: Sue Roberds, Planning Manager
Subj: Conditional Use Permits - CUP 07-09 and CUP 07-10
DEPARTMENT OF lCONGROUP - 439 West Second Street and 2450 Hwy 101 West
COMMUNITY
DEVELOPMENT Enclosed you will find notices of development application in association with a
Mark Madsen conditional use permit application to allow two off site outside advertising signs within
Director the City of Port Angeles. The application materials are being forwarded to you for
417-4501 review. during the public comment period. The City will not .issue a threshold
determination until after the comment period which will end on December 10, 2007.
Sue Roberds, This may be your only opportunity to comment on potential impacts of the application.
Planning Manager
417-4750 Written comments must be received bythe CityDepartment of Community&Economic
Nathan West Development, P.O. Box 1150, Port Angeles, Washington, 98362, no later than
Principle Planner December 10, 2007. Please don't hesitate to contact this department if you have any
417-4751 questions.
Scott Johns Thank you.
Associate Planner
417-4752
Jim Lierly
Building Inspector
417-4816 Sue Roberds, ing Manager
Permit Technician Enclosures
417-4712
Patrick Bartholick
Permit Technician
417-4815
NGELES
P. A,
WASHINGTO N, U. S. A.
...........
FN=-1AzNW'
6=md TMENT OF COMMUNITY & ECONomic DEVE LOPMENT
Date: November 27, 2007
To: Trenia Funston, Public Works and Utilities
Ken Dubuc, Fire Department
From: Sue Roberds,Plarming Manager
Subject: Conditional Use Pen-nit - CUP 07-10
ICONGROUP - 439 West Second Street (Second and Marine Drive)
Please review the attached conditional use permit application materials for issues pertinent to
your department and forward your comments or conditions to this Department no later than
December 4, 2007.
Thank you!
h�
!--L9 T- W 9-
Al V.-
APPLICANT/OWNER INFORMATION:
CITYOF R TT A N irG ELLI E S
jj�
'lopm
LD e p t.Lof C o 11 nPnM2 J��;f.,n�....i---
n ent
Applicant: ;C 04-7 CT r o Lk
2103 SW
Address: S eatt le WA 7 Fr 1/6 Daytime phone#: 06, 6;?6_,A6S-y
l 3
Applicant's representative(ifother than applicant): DAr, �le hr�-
�Z 3,V60 Sea tter Rd. AUF
Address: k;.l q JA//j q �--,P q6- Daytime phone#: 0, 1?6 0. 652 9'0
Property owner(if other than applicant): Ooochv lrilestmen-rs 41- C
S-os W. T-,6"rd st ,
Address: Port dr?qel I c-g, W,4 k
Daytimephone#: 360. 22-
PROPERTY INFORMATION:
nJ
Street address: 4137 S Pe ol f fiel j & 161 S �tt/2
Legal description: 7—,j W CS-Y 4OT- J- 36- i t/,IC /11-Y 1?R--rCj
Zoning: e-fi Comprehensive Plan designation: C OMM ar C- ;Cx
Property dimensions: Property area(total square feet): frOO gj�
Physical characteristics(i.e.,flat,sloped,vacant,developed,etc.):
e ve ed
PROPOSED USE INFORMATION:,
Please describe the proposed conditional use: U I CI M ez;o ILa; ape/
X-etry;,(- e OuLtdoor ki
OR
IL
Number of employees: Hours of operation: /V/9
Number of on-site parking spaces: A&
Building area (total square feet of floor area for the proposed activity): /V/w
SIGNATURES:
Applicant:
Icertify thatallofthe above statementsare true andcomplete to the bestofmy knowledge andacknowledge
that wilful misrepresentation ofinformation will terminate thispermit application. I have read this application in
its entirety and understand that my submittal will be reviewedfor completeness. Iffound to be complete the
application will be scheduledfor the next available Planning Commission meeting. Ifnot complete,when requested
information has been received the application will be scheduledfor the next available meeting.
Signature Date 10 Z21 5-ZO 7
Owner(if other than applicant):
I am the owner of the subje pperty identified herein and approve of this application.
ctp
Signature Date
For Staff Use Only:
Permit No.
Appl. complete
Add. Info requested
4�;
Nt
W 2, ND STREET
K044 r6upoelclooe-hylovesf tr)enf s
'13� �,/. 5eco/)d .5f
Por4 A-4
wA
Adak
@LOW
marine - Dr,
ISIt,Row
003680
003542
op
003551
OO&US
003SS4
003960
Map provided by Clallmm Ca ni
0.01 4yni