HomeMy WebLinkAboutPermit S06-055 - UPLAND DISTRIBUTION CENTERUPLAND DIST
CENTER
305-1139 MIDLAND DR
S06-055
SIGN PERMIT
•
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
Parcel No.: 8836500050
Address: 305 UPLAND DR TUKW
Suite No:
PERMANENT SIGN PERMIT
Permit Number: S06-055
Issue Date: 11/01/2006
Permit Expires On: 04/30/2007
Business
Name: UPLAND DISTRIBUTION CENTER
Address: 305-1139 MIDLAND DR, TUKWILA, WA
Property Owner:
Name: COOMBS DON W TRUSTEE
Address: 1325 FOURTH AVE SUITE 1940
Contact Person:
Name: JERRY DOWNER
Address: 1513 S CENTRAL
Contractor:
Name: EVERGREEN SIGN CO
Address: 1513 S CENTRAL
Phone: 206-241-1103
Phone:
Phone: 253-852-1354
Phone: 253-852-1354
DESCRIPTION OF WORK:
APPLICANTION FOR ONE FREESTANDING SIGN.
Fees Collected: $199.00 Zoning: Sign Type:
PERMANENT SIGN:
Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4
Wall Area (sq. feet): 0 0 0 0
Wall Sign Size (sq. feet): 0 0 • 0 0
Sign Lighting:
Face Residential Land:
Freestanding Sign #1 Freestanding Sign #2
Street Frontage for Entire Lot: 180 0
Building Height (feet): 32 0
Sign Size (sq. feet): 48.96 0
Sign Height (feet and inches): 6' 0" 0' 0"
Setback (feet): 19 0
Number of Sign Faces: 1 0
Planning Division Authorized Signature:
Date: I0 /20D Co
hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE
•
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670
OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST
INSPECTION.
SITE INSPECTION (PLANNING)
File No. S06-055
Name of Tenant: UPLAND DISTRIBUTION CENTER
Sign Address: 305-1139 MIDLAND DR
Date Photo Taken: June 6, 2007
x
Comments:
Sign appears to conform to permit application
Sign appears different from permit application
Sign not installed as of
Make new site visit and take photo by 12/06/2007.
City of Tukwila
Department of Community Development
File Number
GjJ6-S4
LAND USE PERMIT ROUTING FORM
TO: ' Building LIT Planning
L! 1 Public Works
Fire Dept.
Police Dept. Parks/Rec
Project:
rr
rLdL( i2(Ntk) GIY1 Pe Al
Address:
J� L4P ‘Nvt4r,
Date
transmitted:
f t �. 2J 1 �,
Response A -yip
requested by:
Staff
coordinator:
i
C )
Date response
received:
REVIEWERS: Please specify how the attached plans conflict with your ADOPTED
development regulations, including citations. Be specific in describing the types of changes you
want made to the plans. When referencing codes, please identify the actual requirement and
plan change needed.
The Planning Division review does not supplant each department's ability to administer its own
regulations and permits. However, project consistency at the Planning review stage is important
to minimize significant later design changes. More than minimal design changes require further
Planning Commission review, even if alteration is required to satisfy a City requirement. This
further review is typically a minimum 60 -day process.
Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST
identify the impact being mitigated, the policy basis for requiring mitigation, and the method
used to calculate the mitigation required. Calculations of project impacts and the mitigation
required (e.g., water capacity, road level of service analyses, or turning analyses) may be
required of the applicant.
COMMENTS
(Attach additional comment sheets and/or support materials as needed.)
Thc pl 1(04- ii& -S dots (d__Ork f kdefirk-ticto5
Plan check date:.
Comments
Update date:
ri
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prepared by: GZw_
City. Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite 100 DATE:
Tukwila, Washington 98188
206 431-3670
POIT NO.
p11.21, -)(-
PERMANENT SIGN PERMIT APPLICATION
tit t
Business Name
4EgpriTj�wNcz
Applicant/Contact
"5S GW o.
Contractor
Please print
3�� —(131 FV1t6t.pND b2\Va.
Address of Sign
(SI 3 Sc at_ Kc � (JA c'go3l
Address, City, State, Zip
(S13 s. G AcII K 't .L)A 8032
Address, City, State, Zip
2L.-24(—((% 3
Phone
3-8 2-(3-
Phone
Zai - Z —(35
Phone
CHECKLIST
(R 3 sets of plans (dimensioned and scaled), including
site plan showing:
• Property lines
• Streets
• Buildings
• Locations of all existing and proposed signs
Sign elevations with area calculations and dimensions
O Building elevations (for wall signs)
Ei Supporting structure and method of illumination
$I One copy of valid Washington State contractor's license
xi $115 application fee per sign
See back of form for examples
Is your sign a:
O Freestanding sign 15 or more feet in height
• Pole sign with face 30 square feet or more in area
11, Wall sign weighing 400 pounds or more
If any of the above are true, the application must go
through structural review.
STRUCTURAL REVIEW CHECKLIST:
• $84 for structural review (if actual cost to the City is
greater, you will be billed when you pick up your permit).
Zi Construction details to describe the proposed foundation
or wall attachments (see back of form for examples)
• Structural calculations for the sign shall be prepared by a
Washington State structural engineer
SIGN DESCRIPTION
How many signs will list this business? Freestanding
Did building go through design review? 0 Yes ® No
Wall 0
WALL SIGNS:
#1
#2
#3
#4
Wall area (length x height) where the sign will be
mounted? (square feet)
Sign size(square feet)
Does sign face residential zones or public facilities? (Y/N)
Exposed neon tubing is not allowed within 200 feet of
LDR, MDR or HDR zones.
Does wall sign weigh more than 400 pounds?(Y/N)
Sign illumination (internal/external/none)
FREESTANDING SIGNS:
#1
#2
Street frontage of the entire premises where the sign will be located (feet). Generally, only
one freestanding sign is allowed per premises.
Height of building (feet). Generally, signs may not be higher than the building with which they
are associated
z'
Size of sign face (square feet). Structural review is required for pole signs with faces 30
square feet or more in area
ila de
Sign height (feet -inches). Structural review is required for signs 15 feet or more in height.
(,;--es
Distance from closest edge of sign to property lines (feet). Generally, signs must be set
back from all property lines a distance equal to their height.
Iq
Number of si • n faces
INSPECTIONS
If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-367 for footing or bracket
inspections. Footing inspections must take place before concrete is poured. Bracket inspections must fake place before sign is
installed.
A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning
Division at 431-3670 for a final inspection.
It is the responsibility of the installer to obtain the elect'
Industries at (206) 248-6630.
SIGN PERMIT APPLI .A I
I permit and inspections from the Washington State Department of Labor and
IS VALID FOR 180 DAYS AFTER ISSUANCE.
HEREBY CERTIFY that the above information furn� • b is true and correct under penalty of perjury by law in the State of Washington, and that
the applicable requirements of the City of Tukwila w me
-IZ-0(c.
Date
Zoning:
(Sign. j of owner or authorized agent)
FOR OFFICE USE ONLY
Phone
Planning review by:
0 Denied
0 Issued
0 Issued with conditions
Structural review required?/kYes 0 No
Structural review by:
0 Denied
C:\ DOCUME-1\SUSAN-1.CD-\LOCALS-1\Temp\Permsigl.doc
on 12/20/01
Z(/.. (6 ty-5-1
Approved 0 Approved with conditions
Revised
•
!Tukwila Train
0000CI
Sign Area is calculated by constructing' a polygon
around the sign using right angles.
23'-9"
Frontage
Building Elevation
Wall Area is calculated by multiplying the
length and height of the tenant space.
c
1'-6"
Grade
Footing Detail
For all Freestanding Signs
Wall Mount Detail
For all wall mounted signs
over 400 pounds.
Tenant Space
. ^• Site/Leasing Plan
\• N-->
Existing Sign _
I I I I I I I I I I I I I I I I I Property Lines
Street Frontage
Site Plan
Show applicant space and all existing and proposed signs.
For freestanding signs show the length of frontage
on all public streets.
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2" X 2" X 1/4" X 8' - 0" LONG STEEL ANGLES
WELDED TO TUBE AT TOP & BOTTOM
9-13/16" AGI CHANNEL FRAME - CONTINUOUS
3/4" PVC LETTERS VHB TAPED TO ALUM. FACE
090 ALUM. FACES VERSILOKED TO CHANNEL
FRAME
4" X 4" X 1/4" STEEL TUBE
#6 X 3/4" LONG S.S.C.S. SHEET METAL SCREWS
.063" BRAKEFORMED ALUM. ACCENT BAND
.090" BRAKEFORMED ALUM. MOUNTING CLIPS -
#10 X 3/4" LONG S.S.P.H. SHEET METAL SCREWS
9 13/16" AGI CHANNEL STIFFENER
1" X 1" X 1/8" ALUM. ANGLE WELDED TO CHAN
.090 BRAKEFORMED ALUM. Z -CLIPS WELDED TO
CHANNEL FRAME TO CAPTURE STEEL ANGLES
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PROJECT INFORMATION
Project Name : UPLAND DIST. CTR
File Name : UPLAND SIGN DETAIL.CDR
Scale : 1" = 1' - 0"
Date : December 13, 2006
Designer : Jerry Downer
9" X 9" X 3/4" STEEL BASEPLATE
3 HOOPS @ 9" OIC (3)
1/2 X 12" LONG STEEL HEADED BOLTS
1513 South Central Kent, Washington 98032
Tel: 253 852-1354 Fax: 253 850-5911.
E Mail: jerryd@evergreensign.com
( 1) STRUCTURAL ELEVATION
SCALE 1" = 1' - 0"
BN
VERTICALS EVENLY SPACED (6)
15"0X 3'-0"DEEP
2500 PSI CONCRETE FOOTER 6" BELOW GRADE
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PROJECT INFORMATION
UPLAND DIST. CTR
UPLAND SIGN DETAIL.CDR
1"=1'-0"
September 27, 2006
Jerry Downer
Project Name :
File Name :
Scale :
Date :
Designer :
E L RGREE
1513 South Central Kent, Washington 98032
Tel: 253 852-1354 Fax: 253 850-5911
E Mail: jerryd@evergreensign.com
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STRUCTURAL ELEVATION
GO SCALE
1" = 1' - 0"
2" X 2" X 1/4" X 4' - 0" LONG STEEL ANGLES
WELDED TO TUBE AT TOP & BOTTOM
9-13/16" AGI CHANNEL FRAME - CONTINUOUS
3/4" PVC LETTERS VHB TAPED TO ALUM. FACE
090 ALUM. FACES VERSILOKED TO CHANNEL
FRAME
3" X 3" X 1/4" STEEL TUBE
#6 X 3/4" LONG S.S.C.S. SHEET METAL SCREWS
.063" BRAKEFORMED ALUM. ACCENT BAND
1" 10"
tit
090" BRAKEFORMED ALUM. MOUNTING CLIPS
/ ,
#10 X 3/4" LONG S.S.P.H. SHEET METAL SCREWS
9 13/16" AGI CHANNEL STIFFENER
1" X 1" X 1/8" ALUM. ANGLE WELDED TO CHAN
.090 BRAKEFORMED ALUM. Z -CLIPS WELDED TO
CHANNEL FRAME TO CAPTURE STEEL ANGLES
9" X 9" X 3/4" STEEL BASEPLATE
#3 HOOPS @ 9" OIC (4)
6/8 X 12"•LONG STEEL HEADED BOLTS
#4 VERTICALS EVENLY SPACED (6)
24"0 X 4' - 0" DEEP
2500 PSI CONCRETE FOOTER 6" BELOW GRADE
3" CLEAR
C2) SIDE SECTION
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•
AMB
Signage Detail
Site ID:
UPLAND DISTRIBUTION CENTER
AMB AMB PROPERTY CORPORATION _ _ _ _
ditional
1'
$x^
UplarxiDistnbution Center (See,Srte Map,' for Atldres )rk
Tukwila; .1NA,98188 KSS= �Y��K, �.�
PDF created with pdfFactory Pro trial version www.pdffactory.com
49'-11"
Barkdust, river rock and boulders with landscape plants
21'-1O"
21'-11"
Sign Location
Irrigation controls
Water Dept. valves and meters
External Flood Light
Enlarged view of circle at end of
Midland Drive
NORTH
PROJECT INFORMATION
Project Name : UPLAND DIST. CENTER
File Name : LOCATION DETAIL.CDR
Scale: 1/8"= 1'-0"
Date : September 26, 2006
Designer : Jerry Downer
DELVER REED
1513 South Central Kent, Washington 98032
Tel: 253 852-1354 Fax: 253 850-5911
E Mail: jeryd@evergreensign.com
BUILDINGS 293, 294 AND 425,426
MID LAND DRIVE
TUKWILA, WASHINGTON
LEGEND
• ON GRADE DOOR
£DOCK LEVEL DOOR
•RAIL LEVEL DOOR
pp AVAILABLE WAREHOUSE AND OFFICE
GENERAL STRUCTURAL NOTES
A. GENERAL
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO
THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2003
EDITION).
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK.
STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE
SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION
HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE
CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF AND THE OWNER, THE
ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE
ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD
OVERSTRESS THE STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR
TEMPORARY BRACING AND STRENGTHENING, INCLUDING FABRICATION AND ERECTION
DRAWINGS, TO THE OWNER FOR REVIEW. THESE DOCUMENTS SHALL BEAR THE SEAL AND
SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. THE
CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH TEMPORARY WORK
AS REQUIRED.
3. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE
OWNER AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR
CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
REQUIREMENT.
4. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE
FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,
DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS
PREPARED BY THE SUPPLIER.
5. SPECIAL INSPECTION: SHALL BE PERFORMED BY A (WABO CERTIFIED TESTING
AGENCY OR TESTING AGENCY), DESIGNATED BY THE ARCHITECT AND APPROVED BY THE
OWNER. INSPECTION OF CONCRETE, ANCHOR BOLTS IN CONCRETE, REINFORCING STEEL,
WELDING, HIGH STRENGTH BOLTING SHALL BE PERFORMED PER THE IBC, 2003 EDITION.
ADDITIONALLY THE SPECIAL INSPECTION AGENCIES DUTIES SHALL INCLUDE THE
FOLLOWING:
INSPECTION OF DRILLED -IN OR EPDXIED CONCRETE ANCHORS
B. DESIGN CRITERIA
1. DESIGN LOADS
WIND 85 MPH, EXPOSURE "C", Kzt = 1.0
EARTHQUAKE (ASCE) LATITUDE: 47.44
LONGITUDE: -122.25
SOIL CLASS D
SEISMIC USE GROUP 1 (Ie = 1.0)
SEISMIC DESIGN CATEGORY D
Ss=1.32g, S1=0.454g
ALLOWABLE SOIL PRESSURE 2000 PSF
2. LATERAL RESISTANCE SYSTEM: CANTILEVERED FOUNDATION
C. FOUNDATION
1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO
SPECIFICATION REQUIREMENTS.
2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (ORIGINAL OR COMPACTED
STRUCTURAL FILL OR BOTH). %MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY
MATERIAL TO BE COMPACTED TO 95 ASTM D1557.
3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED
3" AT EACH INTERFACE WITH SOIL.
4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING
CONCRETE.
5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW
CONSTRUCTION SHALL BE REMOVED.
6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,
SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS.
D. CONCRETE
1. ULTIMATE STRENGTH DESIGN PER UNIFORM BUILDING CODE AND ACI 318-05.
2. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 2,500 PSI AND MIX
SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE
PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.
THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE
CHANGED IF A CONCRETE DESIGN MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND
THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE.
THE CONCRETE PERFORMANCE MIANCE MIXX SHALL INCLUDE THE AMOUNTS OF CEMENT,
FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT
RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE
WITH THE IBC.
ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL
CONCRETE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -
ENTRAINING AGENT. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH
2. PLATES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL BE
SCHEDULE 40 CONFORMING TO ASTM A53, TYPE E OR S, GRADE B, Fy = 35 KSI.
STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI.
STRUCTURAL CALCULATIONS
AMB Sign at Business Complex
305-1139 Midland Drive
Tukwila, WA 98188
(Or
RFA PROJECT NO.: 060099-25
DATE: October 4th, 2006
CODE: IBC 2003
1.a structural engineers
2013.4th Avenue
SUITE 202
SEATTLE, WASHINGTON 98121
TELEPHONE: (206) 615-9700
FAX: (206) 615-7737
WEB SITE: www.rfaengineers.com
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PROJECT INFORMATION
Project Name : UPLAND DIST. CTR
File Name : UPLAND SIGN DETAIL.CDR
Scale : 1" = 1' - 0"
Date : September 27, 2006
Designer : Jerry Downer
VE
1513 South Central Kent, Washington 98032
Tel: 253 852-1354 Fax: 253 850-5911
E Mail: jerryd@evergreensign.com
(
1
STRUCTURAL ELEVATION
B"� SCALE 1" = 1 ' - O"
H
2" X 2" X 114" X 4' - 0" LONG STEEL ANGLES
WELDED TO TUBE AT TOP 8 BOTTOM
9-13/16" AGI CHANNEL FRAME - CONTINUOUS
•
10" 1"
3/4" PVC LETTERS VHB TAPED TO ALUM. FACE
.090 ALUM. FACES VERSILOKED TO CHANNEL
FRAME
3" X 3" X 1/4" STEEL TUBE
#6 X 314" LONG S.S.C.S. SHEET METAL SCREWS
• .063" BRAKEFORMED ALUM. ACCENT BAND
090" BRAKEFORMED ALUM. MOUNTING CLIPS
#10 X 3/4" LONG S.S.P.H. SHEET METAL SCREWS
9 13/16" AGI CHANNEL STIFFENER
1" X 1" X 1/8" ALUM. ANGLE WELDED TO CHAN
.090 BRAKEFORMED ALUM. Z -CLIPS WELDED TO
CHANNEL FRAME TO CAPTURE STEEL ANGLE
9" X 9" X 3/4" STEEL BASEPLATE
518 X 12" LONG STEEL J -BOLTS
,P6'E>' 24"O X 4' - 0" DEEP
? 00 PSI CONCRETE FOOTER 6" BELOW GRADE
ZSt°
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rfa
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structural engineers
PROJECT
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DESIGN
RFA NO.
DAT.
SHEET NO.
MCE Ground Motion - laterminous 48 States
Latitude = 47.4400, Longitude = -122.2500
Period MCE Sa
(sec) (%g)
0.2 132.1 MCE Value of Ss, Site Class B .
1.0 045.4 MCE Value of S1, Site Class B
Spectral Parameters for Site Class D
0.2 132.1 Sa = FaSs, Fa = 1.00
1.0 070.3 Sa = FvS1, Fv = 1.55
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USGS Renton (WA) Quadrangle
Projection is UTM' Zone 10 NAD83 Datum
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SUBJECT.
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RFA NO.,
Title :
Dsgnr:
Description :
Scope :
Job #
Date: 6:02PM, 2 OCT 06
Rev: 580002
User: KW -0600732, Ver 5.8.0, 1 -Dec -2003
(c)1983-2003 ENERCALC Engineering Software
Concrete Footing in Soil to resist lateral loads
Pole Embedment in Soil
Page 1
fdn.ecw:Calculalions
Description
General Information
Allow Passive 250.00 pcf
. Max Passive 1,500.00 psf
Load duration factor 1.330
Pole is Rectangular
Width 24.000 in
No Surface Restraint
Summary
Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3
Applied Loads...
Point Load
distance from base
Distributed Load
distance to top
distance to bottom
685.00 lbs
3.625 ft
0.00 #/ft
3.000 ft
0.000 ft
Moments @ Surface...
Point load
Distributed load
Without Surface Restraint...
Required Depth
Press 0 1/3 Embed...
Actual
Allowable
2,483.13 ft-#
0.00.
3.375 ft
369.99 psf
371.17 psf
Total Moment
Total Lateral
2,483.13 ft-#
685.00 lbs
Title :
Dsgnr:
Description :
Scope :
•
Job #
Date: 6:02PM, 2 OCT 06
Rev: 580006
User: KW -0600732, Ver 5.8.0, 1 -Dec -2003
(c)1983-2003 ENERCALC Engineering Software
Steel Beam Design
Page 1
fdn.ecw:Calculations
Description
steel pole
General Information
Steel Section : HSS3X3X1/4
Center Span
Left Cant.
• Right Cant
Lu : Unbraced Length
6.75 ft
0.00 ft
0.00 ft
6.75 ft
Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Pinned -Fixed
Bm Wt. Added to Loads
LL & ST Act Together
Fy 46.O0ksi
• Load Duration Factor' 1.00
, Elastic Modulus 29,000.0ksi
Point Loads
Dead Load
Live Load
Short Term
Location
0.685
3.625
Summary
#2 #3
#4
#5
Note! Short Term Loads Are WIND Loads. 11
#6
#7
k
k
k
ft
Using: HSS3X3X1/4 section, Span =
End Fixity = Pinned -Fixed, Lu = 6.75
Moment
fb : Bending Stress
fb / Fb
Shear
fv : Shear Stress
fv / Fv
6.75ft, Fy = 46.0ksi
ft, LDF = 1.000
Actual Allowable
0.931 k -ft 4.623 k -ft
5.556 ksi 27.600 ksi
0.201 : 1
0.534 k
0.382 ksi
0.021 : 1
25.723 k
18.400 ksi
Beam OK
Short Term Load Case Governs Stress
Max. Deflection
Length/DL Defl
Length/(DL+LL Defl)
-0.039 in
44,058.4 : 1
2,103.5 : 1
Force & Stress Summary
«-- These columns are Dead + Live Load placed as noted --»
LL LL+ST
ae Cants an. Cants
Max. M +
Max. M -
Max. M @ Left
Max. M @ Right
Shear @ Left
Shear @ Right
Center Defl.
Left Cant Defl
Right Cant Defl •
...Query Defl @
Reaction @ Left 0.21
Reaction @ Rt 0.53
Fa calc'd per Eq. E2-2, K*Ur > Cc
Section Properties
Maximum
0.93 k -ft
0.21 k
0.53 k
-0.039 in
0.000 in
0.000 in
0.000 ft
Depth
Web Thick
Width
Flange Thick
Area
Rt
DL
Only
0.03
-0.05
-0.05.
0.02
0.03
-0.002
0.000
0.000
0.000
0.02
0.03
LL LL+ST
an. Center na- Center
0.70
-0.93
0.000
0.000
0.000
-0.93
0.21
0.53
-0.039
0.000
0.000
0.000 0.000
0.21
0.53
0.000
0.000
0.000
0.000
0.000
0.000
0.000
k -ft
k -ft
k -ft
k -ft
k
k
in
in
in
0.000 in
k
k
HSS3X3X1 /4
Values for LRFD Design....
J
Cw
3.000 in
0.233 in
3.000 in
0.233 in
2.44 in2
0.000 in
5.080 !n4
3.52 in6
Weight
Ixx
lyy
Sxx
Syy
R-xx
R-yy
Zx
Zy
8.29 #/ft
3.020 !n4
3.020 in4
2.010 !n3
2.010 in3
1.110 in
1.110 in
2.480 in3
2.480 in3
rfa
SUBJECT
structural engineers
PROJECT
CLIENT
DESIGN
RFA NO.
DA I
SHE O
• •
DEPARTMENT OF LABOR AND INDUSTRIES
• REGISTERED:AS PROVIDED BY LAW AS
CONSTCONTH SPECIALTY
, .
DATE
-CCCIEVERGSCOODZ.06/04/20.07
EFFECTIVE DATE -03/09/1992
EVERGREEN SIGN CO
1513 S CENTRAL.
KENT WA 98032