HomeMy WebLinkAboutPermit B96-0016 - HALL TRUCK CENTER - SIGN POLECity of Tukwila C (206) 431-3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
BUILDING PERMIT
Permit No: B96 -0016
Type: B -BLDG
Category: ACOM
Address: 11001 EAST MARGINAL WY S
Location:
Parcel #: 032304 -9183
Zoning: M2 -L
Type Const: SIGN
Gas /Elec:
Wetlands:
Water: SEATTLE
Contractor License No.: POPICSC066DC
Status: ISSUED
Issued: 02/02/1996
Expires: 07/31/1996
Type of Occupancy:
Slopes: N
Sewer: VAL VUE
TENANT HALL TRUCK CENTER Phone: 623 -1739
11001 E. MARGINAL WY S,.TUKWILA, WA 98188
OWNER `ROBBLEE INVESTMENT. CO Phone: (206)467 -6700
ATTN RICHARD METCALF, PO BOX 3703 SEATTLE WA 98124
CONTACT CHRIS POPICH.. Phone: 623 -1739
831 AIRPORT WY S, SEATTLE WA '98134
CONTRACTOR POPICH "SIGN CO INC
831.A "IRPORT.WY S, SEATTLE WA 98134
****** k**********' k*** k******* k*** k* k********** k * *k * * * *k * * * * * * * * * * * * ** *k'k* **
Permit Description:
CONSTRUCT DOUBLE SIDED FREESTANDING SIGN POLE.
SETBACKS
Front: .0 Back:.
Left: .0 Right:.
Phone: 623 -1739
Units: 000
Buildings:: 000
Fire Protection: N/A
UBC Edition: 1994
Valuation: 6,500.00
Total Permit Fee: 210.34
******-********************** ,t *k *'k * * *'k** ** * ** * * *'k * ** * ** k ** *** k*** ** ** * * *-k **
Per fnit ;Cent. Authorized S'ignure Date:
I hereby certify that I have read and examined this permit and know the
sane to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate
or cancel the provisions of any other state or local laws regulating
construction '. or the performance of work. I am authorized to sign for and
obtain this building permit.
Signature :_ Date:
Print Name:__ -_��
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or
abandoned for a period of 180 days from the last inspection.
AMOUNT
OWING:
kf
CONTACTED
CKY ,o G.,
DATE NOTIFIED
�(
r t q Lo
B Y:
init.
BY:
(init.)
2nd NOTIFICATION
3RD NOTIFICATION
BY:
(init.)
PROJECT NAME
R,. L-1_ - T I a L c _ x _ U T E
SITE ADDRESS
1,00I AsT M,- -CI NM-- WY 5
SUITE NO.
PLAN CHECK
NUMBER
t( - OD
REVIEW COMPLETED
CITY OF TUKWIb
Department of Community Development Permit Center
6300 Southcenter Boulevard - #100, Tukwila, WA 98188
(206) 431 -3670
Building Permit Application Tracking
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so
that the status of the project may be ascertained at any time.
• Plan corrections shall be completed and approved prior to sending to the next department.
• Any conditions or requirements for the permit shall be noted in the Sierra system or summarized
concisely in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ", date and initial.
DEPARTMENTAL REVIEW
"X" in box indicates which departments need to review the project.
DEPARTMENT
II
UILDING -
initial review
(PLANNING
O OTHER
BUILDING -
fi nal review
DATE
O FIRE
O PUBLIC
WORKS
7 S L0 6' (RO )
(BUILDING
OFFICIAL
DATE
.APPROVED:
INIT
\ \ -' / ZONING: y\7- '- iBAR/LAND USE CONDITIONS? ( )Yes No
REFERENCE FILE NOS.: S`j5 — IU
INIT :w MINIMUM SETBACKS: N-
UTILITY PERMITS REQUIRED? ( ) Yes [l No
s-
E- !G ' W-
INIT:
INIT:
2 i4 i (7
INIT: C L I
�1►/
INIT: r ,�
QUIREMENTS:1 COMMENTS
k.-CONSULTANT: Date Sent Date Approved -
FIRE PROTECTION: (J Sprinklers (j Detectors [] N/A
FIRE DEPT. LETTER DATED: INSPECTOR:
PUBLIC WORKS LETTER DATED:
TYPE OF CONSTRUCTION:
L1
CERT. OF OCCUPANCY?
°Yes 64 No
UBC EDITION (year):
l't'i L.(
01 /08/93
SITE ADDRESS SUITE #
I 100 I B M.A ?&JAJAL- u)y..S --
VALUE OF CONSTRUCTION - $
ASSESSOR ACCOUNT # 2764
+4 03 2304 y' 103 - 00
PROJECT NAME/TENANT
Al---1--7?-0 JTC-
1-f Cam- -
TYPE OF 0 New Building Li Addition L Tenant Improvement (commercial) Li Demolition (buildi ) •
WORK: 0 Rack Storage 0 Reroof O Remodel (residential) O Other: New Fr . * t# d W1 'S v
DESCRIBE WORK TO BE DONE:
vx (t' D/5 Fv,e,es ,fat vt
y ,. a,, vvtiam
double tole, ..%zin ,
BUILDING USE (office, warehouse, etc.)
lilt e-75 7 wt $
NATURE OF BUSINESS: j T)Crl -[.r
WILL THERE BE A CHANGE IN USE? iS,No 0 Yes If Yes, new building requirements may need to be met. Please explain:
SQUARE FOOTAGE - Building: 6, 000 Tenant Space: Area of Construction:
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING?
■. , No 0 Yes IF YES, EXPLAIN:
FIRE PROTECTION FEATURES: O Sprinklers Li Automatic Fire Alarm System
PROPERTY OWNER 5 /x ,e0666, 6Z /,L°Of dtt-' rf}rt/lc y J 'PHONE -77 _ 70
ADDRESS �l 1 M4AJj MT V �-- c U -
SIGNATURE '6 4 1/4 _____ —
ZIP
•
CONTRACTOR F1 ' S1. GC.
PHONE 6 713_ (7 c�
CITY/ZIP —_ .3 i 3
ADDRESS es3 Ad 12th leg-- ter, S s i54- i- 1-L,
ZIP 134
ADDRESS c ,3 i ,( l-� l,U, v �. ' A- t (J,4
WA. ST. CONTRACTOR'S LICENSE # LpoP( �. .; _ ?' �.:, ., a
EXP. DATE 7. j . a,
ARCHITECT
PHONE
ADDRESS
ZIP
I HEREBY CERTIFY THAT I..HAVE READ AND EXAMINED THIS APPLICATION AND. KNOW THE SAME :TO :; : :. : ;
BE TRUE AND CORRECT, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIGNATURE '6 4 1/4 _____ —
DATE t A ` /0 G
PRINT NAME,)--t.1: .I FOPLG.t --l-
PHONE z. 17 35
CITY/ZIP —_ .3 i 3
ADDRESS es3 Ad 12th leg-- ter, S s i54- i- 1-L,
CONTACT PERSON 4( Ri),P`Gt
PHONE 6 �3_ ( 7 3 7
DESCRIPTION
AMOUNT
RCPT #
DATE
BUILDING PERMIT FEE
PLAN CHECK FEE
1V4:15
10 . Ot
LI .SS0
k 16
-
BUILDING SURCHARGE
OTHER:
TOTAL -
'10. j L
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
(PLAN CHECK
NUMBER
•
-r
APPLICATION MUST BE
FILLED OUT COMPLETELY
OI
BUILDIIJ PERMIT
APPLICATION
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the
application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at
the Building counter which provide more detailed information on application and plan submittal requirements.
Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting
application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is
subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor
licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this
permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date o! application shall
expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition).
No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department ol Development Building Division at 431 -3670.
DATE APPLICATION ACCEPTED
H K-
JAN 1 9 1996
DATE APPLICATION EXPIRES
PERMIT CENTER
10122/0
3OMMERCIAL
NEW COMMERCIAL BUILDINGS /ADDITIONS
n Completed building permit application (one for each structure)
Assessor Account Number
Two sets (2) of tho following:
U Specifications
n Structural calculations stamped by a Washington State licensed
engineer
n Soils report stamped by a Washington State licensed engineer
n Topographical survey
n Energy calculations stamped by a Washington State licensed
engineer or architect
Legal description
Working drawings, stamped by a Washington State licensed
architect, which include:
• Site plan
• Architectural drawings
• Structural drawings
• Mechanical drawings
• Elevations
• Civil drawings
• Landscape plan
n Completed utility permit application (one for entire project)
Six (6) sets of civil drawings
NOTE: See utility permit application and checklist for specific utility
submittal requirements.
RACK STORAGE
Two (2) sets of plans, which include:.
[ ] Building floor plan showing:
• Entire space where racks will be located
• Exit doors
• Dimensions of all aisles
Completed building permit application
Assessor Account Number
RESIDENTIAL
SUEIVIITTAL CHECKLIST
Tenant space floor plan showing rack storage layout, aisles and
exits.
NOTE: Include dimensions of racks (height, width and length), aisles
and exit ways on plan.
Structural calculations stamped by a Washington State licensed
engineer (rack storage 8' and over).
NEW SINGLE - FAMILY DWELLINGS /ADDITIONS
n Completed building permit application (one for each structure)
n Legal description
Assessor Account Number
n Two sets (2) of working drawings, which include:
• Site plan --r (On plan, show closest hydrant
• Foundation plan Include access to building, showing
• Floor plan width and length of access.)
• Roof plan
• Building elevations (all views)
• Building cross - section
• Structural framing plans
Washington State Energy Code data
Completed utility permit application
l I Six (6) sets of site plans showing utilities
NOTE: Building site plan and utility site plan may be combined. See
utility permit application and checklist for specific submittal requirements.
Additional topographical and soils information may be required if unique
site conditions.
COMMERCIAL TENANT IMPROVEMENTS
n Completed building permit application (one for each structure or
tenant)
Assessor Account Number
Two (2) sets of construction plans, which include:
C Site plan
• Location of tenant space
• Existing and proposed parking
• Landscape plan (if applicable,:i:e change of use)
n
Overall building plan
• Tenant location
• Use of adjacent (common wail). tenant
• Overall dimensions of building or square footage
n Floor plan of proposed tenant space
• Tenant space plan with use of each room labelled.:
• Exit doors, egress patterns.
•.New walls, existing wall, and walls to be demolished.
rn Construction details
• Cross sections showing wall construction and method of
attachment for floor and ceiling.
n Structural calculations stamped by a Washington State licensed
engineer may be required if structural work is to done (2 sets)
NOTE: .11 any utility work is to be done, submit separate utility permit
application and plans.
REROOF
n Completed building permit application (one for each structure)
n Assessor Account Number
Narrative describing existing roof, material being removed, and
material being installed.
A certification letter is required prior to final inspection and sign-
off of the permit. •
ANTENNA/SATELLITE DISHES
U Completed building permit application
n Assessor Account Number
Two (2) sets of plans, which include:
In Site Plan (showing building and location of antenna/satellite dish)
n Details antenna/satellite dish and method of attachment
n Structural calculations stamped by a Washington State licensed
engineer may be required
RESIDENTIAL REMODELS
Completed Wilding permit application (one for each structure)
Assessor Account Number
I I
n Two (2) sets of working drawings, which include:
• Site plan
• Foundation plan
• Floor plan
• Roof plan
• Building elevations (all views
• Building cross - section
Structural framing plans.
NOTE: If any utility work is to be done provide
and plans must be submitted.
REROOFS
n Completed building permit application (one for each structure
II
II
utility permit application
Assessor Account Number
Narrative describing existing roof, material being removed, and
material being installed.
NOTE: A certification letter is required prior to final inspection and sign-
off of the permit.
Address: 11001 EAST MARGINAL WY S
Suite:
Tenant: HALL TRUCK CENTER
Type: B-BLDG
Parcel #: 032304-9133
CITY OF TUKWILA
Permit Conditions:
„.. 7 ,/,
1 . No changes will be made,-tatheOlanst-UnTiSs by the
Architect or Engitieet0d-tiCe Tukwila 8111
2. All permits, ins„pg4fo rec9r3d, and approvean,§ sha 1 I be
available at S tt el 1 p rt toatte t f - Siii,zcczn -
s truct i on . jp,,ee' d9 m'et1,041 a il etob 4\ o ple i qpfl ne d a *va i 1-
a ble un t i 1440a 1 4 'ev, fbn appal ;1 s swe 444 \ IF\
3. Al 1 constp*a i 9n, tt.i. bv do4e 'qll conform witINippt;,,pv,,.
plans at itYegt.(0,1110its„o? theUtWoym Build'i:nq d P
d ' i 1994
v-
Editioty gS ditfetl '" `‘ V 149
, it,„,„
. 4)
4. ValidiWof Permitio' Thp 44, of permit orlapprilyaj
A' e
plans Spe,ci icatOns „Aye. co6puta shall notope ..„ 9,66-,,
struF ato '''tilt, Om i t -f'*, r))approva 1 of , any viotoeion
of ail orth$ Rrovisiblis_ of tp4 buI714 code or of%anyol I
oth0. of th& OrisliPot ion No permit presumingto
givq4authli'rity4to vWate 'canoe 1:: Woyisions of this
/-,
Status:
Applied:
Issued:
*k****44e*******
•
0
Permit No: 896-0016
ISSUED
01119/1996
02/02/1996
—'—
°'
This Payment
Account Code
000/323.100
000/345.830
000/386.904
-----------------
Permit Nn:
Parcel No:
Site Address:
y
.^^^��.�^���+++++*++
`-~^^^'~~-`'''''''' '
CITY OF TUKWILA, HA
*++A+**
|RANSMIT Humber:
yavment Method:
+*+`A++^*i+^*°*++*A*+�*+++A+**+*
,k**A.Mk4k****A***A*.3*****Ah*A
Reprinted: 01/19/96 O8:39 TRANSMIT
-
�++��'�'�-�*' �+' �++++A**+A A*
`^^'^
96002501 Amount: 21O.34 O1/19. �1�
CHECK Notation: POPICH Init: SMC
896-0O16 Type: H-ULDG BUILDING PERMIT
032304-9183
11001 EAST MARGINAL WY S
Total Fees:
310.34 Total ALL Pints:
Balance:
Description
BUILDING -
PLAN CHECK
STA\E BUILD
N8KU[S
- MONRES
ING SURCHARGE
210.34
210.21
.0O
*A+*A*++A++*k++*+*+A+ahA++A+++
Amount
124.75
81.09
4.50
GENERA
TOTAL
CHECK
CHANGE
1863A000
210.34
210.34
210.34
0.00
16:02
Tr C4-
MN Diet
Special Irtetructions:
Nee e, (.5 ' li `) ,
ct jec,/' /d >3' , pite.t14
Dale warftd:
4 rDn. P.m.
Requester. ..-_'
vsern,ossv........
INSPECTION RECORD' C
,
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
oo/C
,_Approved per applicable codes.
0 Corrections required prior to approval.
COMMENTS:
, ,430.00 R8NSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at
6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
I Receipt
I Dale:
Project:14AV ,--i v6 ej
Type of inspection:TN
Address:i ( 00 ( I ,
V140‘4 t‘
called:
D
Special instructions:
Date wanted: /q ,
o co cl V ie
Requester: N L s
Phone No.: 0 z i 7 t;
ni Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
IN P CT1ON NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
7
Corrections required prior to approval.
.... L4
$ ' E 0 REINSPECTION REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
(206) 431-3670
i'•• �,.ta •
v^ n�
i -° t«, t e at
' �..
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Of,� r ,-.,, `C ; J�s c.t}, t •
co
>••••,
6'-0"
HALL TRUCK CENTER
USED TRUCKS
reevkigt, Al. 764483
-VOLVO
D/F POLE SIGN - OP110N B
or. 1.1.w
t • ' r
10'- 0"
BLACK COPY
GRAY RULES
RED COPY
GRAY RULES
BLUE LOGOS
BIA0( COPY
WHITE BKGRND.
GRAY BORDER
3/4" SCALE
AFrs"T.ID
CITY OF TUKWILA
JAN I 9 1996
PERMIT CENTER
•
D/F POLE SIGN - DETAIL (NTS)
Popich Sign Company
Hall Truck Cantor Sion/Wind Load Calculations
}
0
to
b
1994 UBC VOL 2 STRUCTURAL ENGINEERING DESIGN PROVISIONS
Sec 1613 Div. II - Wind Design
- Sec 1618
p =Ce C g q I
p = 20.70 psf
p = Design wind pressure
C = Combined height, exposure and gust factor coefficient as given in Table 16-6
C = Pressure coefficient for portion of structure under consideration per Table 16 -H(1.)
q. = Wind stagnation pressure at the standard height of 30 feet per Table 16-F
I = Importance factor as set forth in Table 16-K
Robert G. Bober Jr., P,E. - Civil Engineering Consukant, Proj. 0960102, Page 1 of 1
— 1" x 1" FRAMED ALUM.
SIGN PANELS W/ .050 ALUM. FACE
TREATED "2 x 6" STRINGERS
TREATED 8" x 8" POSTS
1' -6"4 X 7' -0" HOLES
BACKFILLED W/ CONCRETE
r4
:1 ..' 7 \
yy J c e.
C = 1.06 ( Table 16-6, exposure C )
C 1.4 ( Table 16 -H(1.) )
q, = 13.95 ( Fig. 16.1, 85 mph; Table 16-F; average of 16.4 & 20.8 times 75 %, no less than 10 psf )
I = 1.00 ( Table 16 -K )
RECF"ED
CITY OF TUKWILA
JAN 191996
PERMIT CENTER
F p X A, P = F,./2
F Wind load force on structural face - principle direction, pound force (lbf)
A = Surface Area of structure , square feet (sf); 60
P = Wind force @ embedment ( i.e., 2 post system )
F,„,= 1242 lbf
P = 621 lbf
—► Sec 1806.7.2.2 CONSTRAINED (EMBEDDED DEPTH) d 4.6 P h / 83 b
d = Depth of embedment in feet, 6
P = Wind load force at each embedment ( above ), 621
h = Distance in feet above ground surface to point of application, 13
S3 = Allowable lateral soil - bearing equal to depth of embedment, 150
b = Diameter or width of embedment structure in feet, 0.63
TABLE 18 -1 (5.), Allowable Foundation and Lateral Pressure
Assume that soil is 4. designation: Sand, Silty Sand, Clayey Sand, Silty Gravel and Clayey Gravel ( GW and CP ).
This will yield a Lateral Bearing of 150 (Table 18 - I - A, lbf / sf / ft of depth below natural grade ).
Disregard one hole diameter for embedment (1.5 ft).
The effective depth where lateral bearing acts will be in accordance with passive pressure (triangular distribution).
Therefore, total soil resistance equal to (150) ((6X2/3) - 1.5X1.5) ((6X2/3)-1.5)
S3 A reaction depth
d = 41.34 ft
I d= 6.4 ft I
—► DEFLECTION CRITERIA FOR POSTS
Deflection, A= PL /3EI
1/d (span/depth) S 50
I A= 0.8 in
Ud= 20.8 <60
9 Depth OK El
P = Wind load force at each post embedment ( above ), 621
L = Length or span of post in ft to load, 10
E = Modulus of Elasticity ( psi ); assume Douglas -Fir; 1,700,000
I = Moment of inertia of section, b h /12; 264
0 A, Deflection OK Fa
0 1/d OK
Robert G. Bober Jr., P.E. - Civil Engineering Consultant, Proj. 6960102, Page 2 of 2
RECFIVED
CITY OF TUKWILA
JAN 1 9 1996
PERMIT CENTER
— ALLOWABLE UNIT STRESSES- STRUCTURAL LUMBER (AITC, TABLE 2.14)
Extreme fiber stresses in bending
M = Maximum moment experience due to loading criteria, in -lbf; 74,526
c = Distance in inches to the neutral axis, in; 3.75
I = Moment of inertia of structural section, b in 264
Assume pressure treated posts are Douglas fir - larch, No. 1 commercial grade for posts and timber.
a,
= 1,200 psi, f„ = 85 psi.
Horizontal shear stress
a„„„= Mc /I
a.. = 1,060 psi I
f„= 3V• /2A
V = Shear force, equivalent to P, lbf; 621
A = Cross sectional area of member, in 56.3
4= 16.6 psi I
0 Shear OK
0 cr., Bending Stress OK
The following design meets or exceeds the 1994 UBC VOL 2 STRUCTURAL ENGINEERING DESIGN
PROVISIONS regarding code compliance for wind loading, post embedment, and post dimensions.
Robert G. Bober Jr., P.E. - CMI Engineering Consukant, Pro). #960102, Page 3 of 3
AECFIVED
CITY OF TUKWILA
JAN 1 9 199E
PERMIT CENTER
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CITY ,OF TUKWILA:'
J•A N .1' 9 199E•
DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES _THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
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1'34 �•
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STATE OF WASHINGTON
F625-052-0000(3-92)
RECEIVED
CITY OF TUKWILA
JAN 3 0 1996
PERMIT CENTER
RECEIVED
CfTY OF TUKWILA
FEB -21996
PERMIT CENTER