HomeMy WebLinkAboutPermit D98-0402 - MERCHANT DU VIN - STORAGE RACKSD98 -0402
18436 Cascade Ave S
Merchant Du Vin
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
C
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Contractor License N
Signature:__
Parcel No: 788890 -
Address: 18436 CASCADE AV S
Suite No:
Location:
Category:
Type: DEVPERM
Zoning:
Const Type: RACKS
Gas /Elec.:
Units: 001
Setbacks: North:
Water: KENT
Wetlands:
.0 South: .0 East: .0 West: .0
Sewer: TUKWILA
Slopes: N Streams:
. ENGI•NSP142RA
OCCUPANT MERCHANT DU VIN
18436 CASCADE AV S, TUKWILA WA 98188
OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680
C/O COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032
CONTACT GREG SWEARINGER Phone: 206- 682 -6596
1033 '6 AV S, SEATTLE WA 98134
CONTRACTOR ENGINEERED STORAGE PRODUCTS Phone: 206 682-6596
1033 6TH AVENUE SOUTH, SEATTLE, WA 98134
************* * * * * * * * * * * * * * * * * * * ********* * *** lr* ******* *** **•** ** *** ** Ir *****
Permit Description:
INSTALLATION OF RACK STORAGE.
*: k************************* k************************** k * * * * * * *k * ** * * * * * * * * * * * * ** * *
Construction Valuation: $ .00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No
Flood Control Zone: N
Hauling: N Start Time:
Land Altering: N Cut:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
***************************************************** * * * * * * ** * * * ** * * *** * * * ** *** * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 257.36
********** * * * * * * ** * ** * ** * * * * * * * * * ** * * * ** ************* * * * * * * * * * * * * * * * * * ** * ** * * * * * * **
Permit Center Authorized Signature:
Permit No:
Status:
Issued:
Expires:
(206) 431 -3670
D98 -0402
ISSUED
12/15/1998
06/13/1999
Occupancy: WAREHOUSE
UBC: 1997
Fire Protection: SPRINKLERED
Separate) Eng. Appr:
'Size(in): .00
End Time:
Fill:
Date: / -15
I 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.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the perform nce of work. I am authorized to sign for and obtain this
development permit.
Date: 11.1ISil1/45
Print Name: ' - 01/
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.
Address.: 18436 CASCADE AV
Suite:
Tenant:
Type: DEVPEi,M
Parcel #: 788890 -0010
• CITY OF TUKWILA
erm i t too: D98- 0402.
Status: ISSUED
Applied: 11/23/1998
Issued: 12/15/1998
* •k •k •k •k k* k * * 'k 'k k * k •k k** k •4 k A• •k 'k 'k 'k :4 * •k 'k k * •k •k * * •k •k *14 •k * **A k ' k 'A*** k •k •k •k 'k** k * 'k 'k k •k **A •k •k k. 14:
Permit Conditions:
1. ` No changes w i l l be made to the plans unless approved by the
Architect or Ena i neer• and the _Tukwei..1.a Bu i 1 d i nv Division
2: All permits, inspection:,: e,co:rds `n<di$ roved plans shall b
available at the ,iu?,7 ,it`e r - ior to .t`hr st;`art of any con -
s truct ion . The,eyl ;o' umen tc ¢ar=e to ma i rt4 - a`nee;+ , ,.and avail-
A
able until final �i "n`spect;ion approval is a '`r anted -w
3. All construut %on to be done ins c'canfbrrnranc^Ye to 'th app
plans and :reou 1 reme'r t`s„ of the Uniform Qu 1`1 d.ing 'Cade t`.F9
Edition) aw'amen ded :, f ,: ,: ,
4. Val icii.ty f a
The 7 swtranc,e of a permit or 9ppr of
plans,.4`soecif ications. and `aornp fit; ,t,ions shal.l, no `'1►e- .:ra`e :`-
strued. to ,hea permit fo or an a of, , a,nv.vl,,olation;
of anv. of<<'the prowi - ion; ''of building code On of.,.; #nv ",
othei r ditance of the 9ur,isdiction. No permit. s Prers.uMfnci .
UiveV 3uthoritveto violate or ,caricel „. °the provision af. is
code s hail
Project Name/Tenant: 14".4w k+� - tau Vam cRe, ._ Bid 't 13
t1
Value of Construction "; 1 y `O
Site Address: �.I► , zC4kors A jty State /Zip:
1843 `�� � 111
Tax�axc�l Number:
66 b 000300"1
Property Owner: OPiA S e . •
Phone: yam- 1 /S3 -IN 40
Street Address: zoo I (� N.E. S , tu
City /M Stat gSo e /Zip: o M
n .
a. Fax #: 4_ q . 1 1 l �
Contractor:
ENG�►Jc :Rbh ssaYtAf� eri�pus
P hone:
206 - G$'. -45 6
Street Address: 10'x.3 (.6.., Avg . se . Cit State /Zip:
5��, wN. �81�4
Fax #:
Zoe- `ga- 4995
Architect:
SGontzz /ASSoci AI' OS
Phone:
y2s Li ST* 3Lo3
Street Address: 0 19 I � .�„ A te ' N� CI )-IN City State/Zip:
6 r 1 I w+ti WA51•60tx
Fax #:
i lls - k s- 935I
Engineer:
OA rtaRae 1 ir. ASS Otakc t
Phone:
y 04 - 2S6 - Vali
Street Address: City State /Zip:
150 SAN MA:u4 3naatars Mo. 59 lbs
Fax #:
4 4-'14i -dial° I
Contact Person:
Gerd". sw�gvtZfu t
Phone:
Set- l 81451 4
Street Address: ^U C ity State /Zip:
1 6 Avg.. s,. 5fcf '"..) nrn it 14
Fax #:
Us - lea - 514 3 "
Description of work to be done: L p
•o t 2.000e, Aw tkSsAt..v SCa*A €. gPf.ACUI6-
Existing use: ❑ Retail El Restaurant ❑ Multi- family 51 Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel El Office
❑ School /College /University ❑ Other
Proposed use: El Retail ❑ Restaurant ❑ Multi- family ® Warehouse ❑Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Will there be a change of use? in yes ® no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ® yes ❑ no
Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm El none ❑ other (specify)
Building Square Feet: 1 I S F existing
material
8 1/2
0 . 1 .C.
Area of Construction: (sq. ft.) y U.
in the building? ❑ yes ❑ no
X 11 paper indicating quantities & Material Safety Data Sheets
Will there be storage of fL'rroable /combustible hazardous
Attach list of materials and d iorag° location on separate
CITY OF TUK( "ILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Commercial / Multi - Family Tenant Improvement / Alteration Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS:SITE/CIVIL: PLAN REVIEW OF THEFOLLOWING:.
(Additional reviews may be determined by the Public Works Department) •
❑ Channelization /Striping El Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
El Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer It: ❑ Sower Main Extension
❑ Storm Drainage ❑ Street Use El Water Main Extension
❑ Water Meter /Exempt #: Size(s): 0 Deduct
❑ Water Meter /Permanent it Size(s):
❑ Water Meter Temp # Size(s): Est. quantity:
❑ Miscellaneous
CTPI:RMIT.DOC 1/29/97
OR STAFF USE ONLY
Project Number:
Permit Number: Dqe 4 0 (OZ..
❑ Flood Control Zone
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
❑ Hauling
gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current tee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
le a
Date ap1ication acc ed: I
Date cation expires:
s k
4 .
Application taken (Initials)
beV
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING O NER O
AUTHORIZED AGENT:
Signature:
eA 4-4-. --
___ �; ,,..tap i
Date: I t ("),2 c) 8
Print name: G C am ///
,- t G,;_
Phone:
Fax #: c
�.a�. -I y' t5
Address 10 -.
t' •A Co
City /State /Zip c WZZct t,Jtt. '.7ict(I3
1
ALL COMMERCIAUMULTI -F OILY TENANT IMPROVEMENT /A ' ATION PERMIT APPLICATIONS
M BE SUBMITTED WITH THE FOL OWING:
ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10). ' t
Four (4) sets of working drawings (five(5) sets for structural work), which include
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
adjacent u
._ Property lines, dimensions, sr'tbac..,..i. ., nnmcs . � ,,, of udjG6iit rUad:i, any proposed UI existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous ma ' dimencions of pr..."..:d tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to su,hmittinn for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
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
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1/29/97
-f1TY OF TUKWIL A, W A
***A4,1*k*A*Ak J.
A**4,.A 4 4 Ay:
...•
TRANSMIT
.4) *AA A*Aqc A4r***A 4 k**A**4A*4 lcAA
,1RANSMIT Number : R9700881 Amclunt t.. 157.75 12/14/98 10:50
Payment Method : CHE.CR No tat ion,: ENGINEERED PROD, In it: KOP
Permit No: D98-0402 Type: DEVPERM DEVELOPMENT PERMIT
- Parcel No n8890-0010
Site Addrees: 18436 CASCADE AV S
Total Fees:
257 36.
Thie Payment 157.'75: Total ALL PMts: 257.qc,
Balance: . .00
******#4.*k****.Ak**,k4..\*A**A**1
Account Code Description Amount
000/322.100 BUILDING NONRES J53.25
000/386.904 STAT4 BUILDING SURCHARGE 4.50
861B-12/15 9717 TOTAL . 157.75 ,
*:kik-A
CITY OF TUKWILA.,i NA
TRANSMIT Numliert R9700872 Amount: :99i61 1i/23/9i3 14 58
rayment Method: CHEC.K Notation: ORE0 SWEARINCER in it KJP
*kki14***14*.i.A*.k***
• TRANSMIT'
t
. 8047 41/24 97i7
Permit No: 098-0402 Type: DEVPERM DEVELOPMENT PERMIT
Parcel No 780E190-0010
Site Address: 18436 CASCADE jiv S
Total Fees: 257,36
This Payment 98.61 Total ALL Pmts: 1 39.61
Balance: 137.75
***********4.*****.A***A**4*
Account Code Description H Amount
000/345.820 PLAN CHECK - NONRES 99.61
.7:nr777:71:
Project
e/y -4
Type ::tb0
:
, + Addr sD
e '
Special instructions:
e e - 0 kly
4
Date wanted: �.
�`� 1
40
Requester:
Phone No.:
.1c4: �y;�+�y 'k-- tEt.'y�,� •�wnnrtC4ry.��P', Y:q,
.!� {.�i Y=4Ti.i�.�4't.J..]: �.+:3.. t;.G� i 114 . r i . /�i� }�titi Y
INSPECTION RECORD
Retain a copy with perk
INS •' ION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 9818
at Approved per applicable codes.
COMMENTS:
Inspector:
4
Date/
0,g o -
PERMIT NO.
(206) 431 -3670
required prior to approval.
$42.00 fEINSPE"CT91 FEE REQUIRED. Prior to inspection, fee n1ust .
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection.
I Receipt No.:
Date:
Project:
L
Type of inspection:
Address:
Date called:
Special instructions:
Date wanted: /z' fl - �
Requester: //
/t- 7 C ae'f144
Phone No.: d 54 '7 R0
a, ar I .74 :1 ti uT?z'i"'" ar�i n +g t -'v n . ,, . y
�• i� '�f �} i a...�i�d ✓ . ' :: +K�,' ... n.�- D��!•tJ i'd�'.I�;�� rt
Approved per applicable codes.
COMMENTS:
INSPECTION RECORD,
Retain a copy with peri_)
INSPECTION NO.
CITY. OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 9818
D79-0,02_
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
7
1 ) W /
h
efrx // rf-- 34, -
? .. 7 /
Inspector:
( "Date:
$42.00 REINSPECTIO FEE REQUIRED~; Prior to inspection, fee must
be paid at 6300 Southcenter Blvd.,• 100:, Call to schedule reinspection.
Receipt No.:
Date:
Prrt " dui t A ! t /
Type of inspectioh.r
n eet A I , s
Date called:
GAdds
/z 23B
Specia instructions:
Date wanted:
/Z - fg
a.m.
p.m.
Requester:
Phone No.:
J!
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
COMMENTS:
) /Oa d -?-0/, y
4 7
5/- �.f C /u /1 tvl )tL ,2 7
/ 45-7c1
I Inspector:
r� 440^
Date:
I I
+�'ri�'1^.[ "�(?�4^`'+F° ?�%=�� i �1�..''LY�o ^M ?, - �..,p't^ ;: _:s. ' • -•.
INSPECTION RECORP-N
Retain a copy with per&J
Approved per applicable codes.
1Y -04o2
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
NNW
Authorized Signature
FINALAPP.FRM
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
City of Tukwila
Fire Department
rTUKWILA FIRE DEPARTMENT
? FINAL APPROVAL FORM
Project Name ►' 1 QC t:,Y\ cN.A OQ V 1 Y\
Address j� c.�C� Q\J 5
Retain current inspection schedule
Needs shift inspection
!L Approved without correction notice
Approved with correction notice issued
Rev. 2/19/98
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Permit No. \J tiS"'
Suite #
9•\*
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • "Phone: (206) 575.4404 • Fax (206) 575 4439
BRACE
r
T
4
L
z
X
J
O
U
2'75
LOAD BEAM
z
J
0
U
z
X
J
O
U
4' -0"
14 GA THK
RS
UPRIGHT UPRIGHT
3/8'x 8'x 8"
BASEPLATE
(2) 1/2'0 ANCHORS
1/8 ' 1 -1/2' EA FACE
COLUMN & BASE PL
1-5 /B'H x 1' W
STEP
14 GA THICK
z
D
J
a
U
22'-0"
C 1.5 x 1.31 1.5
14 GA THK L J
2' OF 1/8'
FILLET WELD
EA END TO COLUMN
BRACE
(3) PIN CONN
0
o
1-5/8x 3x f o
3/16' THK
CONNECTOR
LOAD BEAM
1/8 V
'ERMANENT PLAQUE NOT LESS THAN
` 50 SQ INCHES IN AREA TO BE PLACED
IN CONSPICUOUS LOCATION STATING
4730# CAPACITY @ 88', 176', 264'
w
w
W
LOAD BEAM
`- CONNECTOR
LOAD BEAM
CONNECTOR
LOAD BEAM
W
w
w
7'
7'
CONNECTOR
LOAD BEAM ELEVATION
1/8'
BRACE
7' -6"
VERTICAL EDGES
BRACE CONN
(3) AISI A502 -2 RIVETS
2'oc
HOOK THRU SLOTS
IN COLUMN
1 —
7' - 4'
0
z
x
J
U
4 '
SAFETY PIN TO RESIST
100011 UPLIFT LOAD
COLUMN -BEAM CONN
_- NOTES --
1.) DESIGNED PER 1997 UBC CHAP. 22, DIV X.
2.) MATERIAL SPECS: Fy = 50 ksi
ALL WELDS E70xx ELECTRODES
5" CONCRETE SLAB 2500 psi
ALLOW SOIL PRESSURE 1500 psf
3.) SEISMIC ZONE 3
4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS
ANCHORS TO BE HILTI KB -II ANCHORS
# ' ' MINIMUM OF 2.75 " EMBEDMENT PER ICB❑ REPORT #4627
OV
1, 9 v-7 A
0 4, t„
11 -1 -99
PAGE 1
ENGINEERED STORAGE PRODUCTS
for MERCHANT DU VIN CORP.
TUKWILLA, WA
D'iS' 0* 2..
Calculations for :
by : Ben Riehl
Registered Engineer
MERCHANT DU VIN CORP.
TUKWILLA, WA
Loading: 4730 # load levels
3 pallet levels Q 88,1.76,264
Seismic Zone 3 100a Utilization
Ca = 0.36 Cv = 0.54
90 " Load Beams
Uprights: 48'" wide BACK -BACK ROWS
C 3.000x 3.000x 0.075 Columns
C 1.500x 1.313x 0.075 Braces
8.00x 8.00x 0.375 Base Plates .
with 2- 0.500in x 2.75in Embed Anchor /Column'.
4.10x 2.750x 0.075 Load beams w/ 3 -Pin, Connector
Depth
Flange
Lip
Thickness
R
Blank =
A =
Ix =
Iy =
a
a bar
b
b bar
c
c bar
u
gamma
R'
Section
A- =
I' x =
I'y =
Cold Formed Channel
3.000
3.000
0.750
0.0750
0.1000
9.96
0.747
1.191
0.935
2.6500
2.9250
2.6500
2.9250
0.5750
0.7125
0.2160
1.0000
0.1375
in
in
in
in
in
in
in2
in4
in4
Removing:
0.640 inch slot 0.75
0.375 inch hole 0.87
0.152 in2 A' =
x bar =
1.014 in4 S'x= 0.676
0.743 in4 S'y= 0.476
Depth
Flange
Lip
Thickness
R
Blank = 4.29
A = 0.325
Ix = 0.118
Iy = 0.106
a 1.1500
a bar 1.4250
b 0.9630
b bar 1.2380
c 0.2000
c bar 0.3375
u 0.2160
gamma 1.0000
R' 0.1375
Cold Formed Channel
1.500 in
1.313 in
0.375 in
0:0750 in
0.1000 in
in
in2
in4 Sx =
in4 Sy =
0.158
0.121
Web w/t
Flg w/t
x bar
m
x0
J
x web
x lip
h/t
11/19/98
Fy = 50 ksi
wt = 2.5 plf
Sx = 0.794 in3 Rx = 1.263 in
Sy = . 0.544 in3 Ry = 1.119 in
Web w/t 35.3333
Flg w/t 35.3333
x bar 1:2423
m 1.6690
x0 - 2.9114
J . 0.0014
x web 1.2798
x lip 1.7202
h/t 38.0000
Fy = 50 ksi
wt = 1.1 plf
in3 Rx = 0.603 in
in3 Ry = 0.570 in
15.3333
12.8400
0.5120
0.7423
- 1.2543
0.0006
0.5495
0.7635
18.0000
COLUMN SECTION
inches each side of center on web
inches from web in each flange
0.595 in2
1.478 in
in3 R'x= 1.305 in
in3 R'y= 1.117 in
BRACE SECTION
Cold Formed Section
HEIGHT OF BEAM 4.100 INCHES
MAT'L THICKNESS 0.075 INCHES
INSIDE RADIUS 0.100 INCHES
WIDTH 2.750 INCHES
STEEL YIELD 50.0 KSI.
STEP 1.625 INCHES HIGH
L
LONG SIDE 3.7500
TOP 1.4000
STEP SIDE 1.3500
STEP BOTT 0.7250
SHORT SID 2.1250
BOTTOM 2.4000
CORNERS 0.2160
2 0.2160
3 0.2160
4 0.2160
5 0.2160
6 0.2160
TOTALS 13.0459
AREA =
CENTER GRAVITY =
Ix =•
Sx =
Rx =
0.978 IN2
1.922 INCHES TO BASE
2.057 IN4 Iy =
0.944 IN3 Sy =
1.450 IN Ry =
11/19/98
1.000 INCHES WIDE
LOAD BEAM
1.248 INCHES TO LONG SID
1.066 IN4
0.710 IN3
1.044 IN
ABOUT THE HORIZONTAL AXIS: ABOUT THE VERT.:
Y LY LY2 Ii X' LX
2.0500 7.6875 15.7594 4.3945 ' 0.0375 0.1406
.4.0625 5.6875 23.1055 0.0000 0.8750 1.2250
3.2500 4.3875 14.2594 0.2050 1.7125 2.3119
2.4375 1.7672 4.3075 '0.0000 2.2125 1.6041
1.2375 2.6297 3.2542 0.7996 2.7125 5.7641
0.0375 0.0900 0.0034. 0.0000 1.3750 3.3000
4.0125 0.8666 3.4774 0.0004 0.0875 0.0189
4.0125 0.8666 3.4774 0.0004 1.6625 0.3591
2.4875 0.5373 1.3364 0.0004 1.8000 0.3888
2.3875 0.5157 1.2312 0.0004 2.6625 0.5751
0.0875 0.0189 0.0017 ''0.0004 2.6625 0.5751
0.0875 0.0189 0.0017. 0.0004 0.0875 0.0189
26.1500 25.0734 70.2151 5.4015 17.8875 16.2814
RIVETS
BEAM END CONNECTOR
COLUMN MATERIAL THICKNESS = 0.075 IN
LOAD BEAM DEPTH = 4.1 IN
TOP OF BEAM TO TOP OF CONN= 0.000 IN
WELD @ BTM OF BEAM = 0.000 IN
LOAD = 4730 LBS PER PAIR
CONNECTOR VERTICAL LOAD = 1182.5 LBS EACH
CONNECTOR
6 " LONG CONNECTOR ANGLE
1.625 " x 3 11
WELDS
11/19/98
RIVET LOAD DIST MOMENT
P1 2.844 3.750 10.664 RIVET OK
P2 1.327 1.750 2.322
P3 0.000 0.000 0.000
P4 0.000 0.000 0.000
TOTAL 4.171 12.986 CONNECTOR OK
USE EFFECTIVE 0.075 " THICK WELD
L = 8.20 IN A = 0.615 IN2
S = 0.420 IN3 Fv = 26.0 KSI
Mcap = 10.93 K -IN W/1/3 INCR= 14.57 K -IN
3 RIVETS @ 2 " oc 0.4375 " DIA A502 -2
1st.@ 1 "BELOW TOP OF CONNECTOR
AREA = 0.150 IN2 EACH Fv = 22.0 KSI
Vcap = 3.307 KIPS EACH RIVET
BEARING Fb = 65.0 KSI
BRG CAP= 2.133 KIPS EACH RIVET.
TOTAL RIVET VERTICAL CAPACITY = 6.398 KIPS 18's
Fy = 50 KSI
x 0.1875 " THICK
S = 0.131 IN3 Mcap = 3.924 K -IN
W/ 1/3 INCREASE = 5.232 K -IN
RIVET MOMENT RESULTANT @ 1.25 IN FROM BTM OF CONN
M = PL L = 0.65 IN
Pmax = Mcap /L = 8.049 KIPS
0.125 " x 4.100 " FILLET WELD UP OUTSIDE.
0.125 " x 2.475 " FILLET WELD UP INSIDE
0.125 " x 1.625." FILLET WELD UP STEP SIDE
O " x 1.000 " FILLET WELD STEP BOTTOM
O " x 2.750 " FILLET WELD ACROSS BOTTOM
O " x 1.750 " FILLET WELD ACROSS TOP
per 1997 UBC.
Weight
Overturning
Anchors:
Braces:
In Upright Plane
Seismic Load Distribution
Levels Load WiHi
(inches) ( #) (k =in)
264 4790 1265
176 4790 843
88 4790 422
O 0 0
O 0 0
O 0 0
Use :
T =
Tcap =
Brace height =
Brace width =
Length =
P =
Zone 3
Z = 0.30 1.33 Allowable Stress Increase.
I = 1.00 Rw = 4.4
Ca = 0.36 V = (2.5 *Ca *I) /(Rw *LF) *W
LF = . 1.4
USE 50% FOR BACK -BACK ROWS
60 # per level frame weight
Columns @ 48 "
14370 2529 1050 216
Max column load = 11676 #
Min column load = 2694 #
BACK -BACK ROWS
Fi FiHi Column:
( #) (k -in) C 3.000x 3.000x 0.075
525 139
350 62
175 15 KLx = 88 in
O 0 KLY = 48 in
O 0 A = 0.595 in
O 0 Pcap = 16668 lbs
Column
70% Stress.
OTM = 215.5 K -IN X 1.15 = 247.9 K -IN
RM = '344.9 K -IN
REQUIRED. HOLD DOWN = 0.00 KIPS
Special Inspection(Y or N)? NO
0 No uplift anchors req'd'
2 0.5 " diameter Hilti -KB II .
2.75 "embedment in'2000 psi concrete
1360 # .0% Stressed
V = 525 # per leg Vcap = 3680 # =
48 "
48 "
68 "
1485 #
C 1.500x 1.313x 0.075
A = 0.325 in
L/r = 119
Pcap = 4641 #
32%
14% Stressed
per 1997 UBC
Z = 0.30 1.33 Allowable Stress Increase
I = 1.00 Rw = 4.4
Ca = 0.36 V = (2.5 *Ca *I) /(Rw *LF) *W
LF = 1.4
Weight USE 50% FOR BACK -BACK ROWS
60 # per level frame weight
Levels Load WiHi Fi FiHi Column:
(inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.075
264 4790 1265 354 94
176 60 11 3 1
88 60 5 1 0 KLx = 88 in
O 0 0 0 0 KLy = 48 in
O .0 0 0 0 A = 0.595 in
O 0 0 0 0 Pcap = 16668 lbs
Overturning
Anchors:
Braces:
V =
In Upright Plane
Seismic Load Distribution TOP LOAD ONLY
Max column load = 4417 #
Min column load = 493 #
Use :
4910 1280 359 . 94
T =
Tcap =
Zone 3
Brace height =
Brace width =
Length =
P =
Columns @ 48 "
OTM = 94.2 K -IN X 1.15 = 108.3 K -IN
RM = 117.8 K -IN
REQUIRED HOLD DOWN = 0.00 KIPS
Special Inspection(Y or N)? NO
0 No uplift anchors req'd
2 0.5 " diameter Hilti -KB II
2.75 "embedment in 2000 psi concrete
1360 # 0% Stressed
179 # per leg Vcap = 3680 # 5% Stressed
48 "
48 "
68 "
507 #
C 1.500x 1.313x 0.075
A 0.325 in
L/r = 119
Pcap = 4641 #
11%
BACK -BACK ROWS
Column
26% Stress
2
INPUT DATA LISTING TO FOLLOW:
Structure Storage Rack in Load Beam Plane 3 Levels
Type Plane Frame
Number of Joints 14
Number of Supports 8
Number of Members 15
Number of Loadings 1
Joint Coordinates
1 0.0 88.0 S
2 0.0 176.0 S
3 0.0 264.0 S
4 46.5 0.0 S
5 46.5 88.0
6 46.5 176.0
7 46.5 264.0
8 139.5 0.0 S
9 139.5 88.0
10 139.5 176.0
11 139.5 264.0
12 186.0 88.0 S
13 186.0 176.0 S
14 186.0 264.0 S
Joint Releases
4 Moment Z
8 Moment Z
1 Force X Moment Z
2 Force X Moment Z
3 Force X Moment Z
12 Force X Moment Z
13 Force X Moment Z
14 Force X Moment Z
Member Incidences
1 1 5
2 2 6
3 3 7
4 4 5
5 5 6
6 6 7
7 8 9
8 9 10
9 10 11
10 5 9
11 9 12
12 6 10
13 10 13
14 7 11
15 11 14
Member Properties
1 Thru 3 Prismatic Ax 0.978
MSU STRESS -11 VERSION 9/89 - -- DATE: 11 /19/98 - -- TIME OF DAY: 09:00:23
PAGE
MSU STRESS -11 VERSION 9/89 - -- DATE: 11/19/98 --- TIME OF DAY: 09:00:23
___ = = -= _ _________
4 Thru 9 Prismatic Ax 0.595 Ay 0.298 Iz 1.014
10 Thru 15 Prismatic Ax 0.978 Ay 0.685 Iz 2.057
Constants E 29000. All G 12000. All
Tabulate All
Loading Dead + Live + Seismic
Joint Loads
5 Force Y -2.40
6 Force Y -2.40
7 Force Y -2.40
9 Force Y -2.40
10 Force Y -2.40
11 Force Y -2.40
5 Force X 0.024
6 Force X 0.047
7 Force X 0.071
9 Force X 0.024
10 Force X 0.047
11 Force X 0.071
Solve
PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED
= = =
Seismic Analysis per 1997 UBC
11/19/98
wi di widi2 fi fidi
# in, #
4790 1.3022 8123 48 62.5
4790 1.6798 13516 94 157.9
4790 1.8871 17058 142 268.0
0 0.0000 0 0 0.0
0 ' 0.0000 0 0 0.0
0 0.0000 0 ' 0 0.0
14370 38696 284 488.4
g = 32.2 ft /sec2 T 2.845249 sec
I = 1.00
Cv = 0.54 V min = .11 *Ca *I *W = 0.0396 W.
Rw = 5.6 V = (Cv *I) /(Rw *LF *T) *W .. .
LF = 1.4 V = 0.040 W ' USE .50% FOR B -B ROWS '' ,`.
= 285 # 100`
MSU STRESS -11 VERSION 9/89 --- DATE: 11/19/98 - -- TIME OF DAY: 09:00:23
Structure Storage Rack in Load Beam Plane 3 Levels
Loading Dead + Live + Seismic
MEMBER FORCES
APPLIED JOINT LOADS, FREE JOINTS
PAGE
MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT
1 1 0.000 -0.151 0.00
1 5 0.000 0.151 -7.04
2 2 0.000 0.,029 0.00
2 .6 0.000 0.029 -1.36
3 3 0.000 0.020 0.00
3 7 0.000 -0.020 0.92
4 4 7.048 0.138 0.00
4 5 -7.048 -0.138 12.15
5 5 4.682 0.098 3.99
5 6 -4.682 -0.098 4.65
6 6 2.344 0.040 1.63
6 7 -2.344 -0.040 1.86
7 .8 7.048 0.146 0.00
7 9 - 7.048 - 0.146 12.85
8 9 4.682 0.138 5.62
8 10 -4.682 -0.138 6.51
9 10 2.344 0.102 4.17
9 11 -2.344 -0.102 4.84
10 5 -0.016 -0.186 -9.10
10 9 0.016 0.186 -8.20
11 9 0.000 -0.221 (:10.26.}-07/41C/Anc/oLA
"
11 12 0.000 0.221 0.00
12 6 -0.011 -0.091 -4.92 CoivN�
12 10 0.011 0.091 -3.56 I1/iy T
13 10 0.000 -0.153 -7.12
13 13 0.000 0.153 0.00:
14 7 0.031 -0.036 -2.78
14 11 -0.031 0.036 -0.57
15 11 0.000 -0.092 -4.27
15 14 0.000 0.092 0.00
MSU STRESS-11 VERSION 9/89 - -- DATE: 11/19/98 - -- TIME OF DAY: 09:00:23
JOINT FORCE X FORCE Y
5 0.024 -2.400
6 0.047 -2.400
7 0.071 -2.400
9 0.024 -2.400
10 0.047 -2.400
11 0.071 -2.400
JOINT FORCE X
1 0.000
2 0.000
3 0.000
4 -0.138
8 -0.146
12 0.000
13 0.000
14 0.000
JOINT
5
6
7
9
10
11
JOINT
1
2
3
4
8
12
13
14
FREE JOINT DISPLACEMENTS
X- DISPLACEMENT
1.3002
1.6798
1.8871
1.3002
1.6799
1.8870
SUPPORT JOINT DISPLACEMENTS
X- DISPLACEMENT
1.3002
1.6798
1.8871
0.0000
0.0000
1.3002
1.6799
1.8870
FORCE Y
- 0.151
- 0.029
0.020
7.048
7.048
0.221
0.153
0.092
MOMENT Z
0.00
0.00
0.00
0.00
0.00
0.00
REACTIONS,APPLIED LOADS SUPPORT JOINTS
MOMENT Z
0.00
0.00
0.00
0.,00
0.00
0.00
0.00
0.00
Y- DISPLACEMENT
- 0.0359
- 0.0598
- 0.0718
- 0.0359
- 0.0598
- 0.0718
Y- DISPLACEMENT
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
ROTATION
- 0.0026
- 0.0016
- 0.0013
- 0.0019
- 0.0006
0.0004
ROTATION
0.0001
- 0.0011
- 0.0017
- 0.0208
- 0.0211
0.0021
0.0022
0.0021
PAGE 4
Beam - Column Ch(.
C 3.000x 3.000x 0.075
A = 0.595 in2
Sx = 0.676 in3
Rx = .1.305 in
kx = 1.00
11/19/98
FY =
Ry =
. ky =
1.117 in
1.00.
Stress Factor 1.333
Point P M Lx Ly Pcap Mcap Ratio
9 7.2. 12.9 88.0 48.0 16.67 27:03 91%
10 4.8 6.5 88.0 48.0 16.67 27 .03 53 *.
11 2:5 4.8 88.0. 48.0 16.67 27.03 32*
0 0.0 0.0 88.0 48.0 16.67 27.03 0*:
0 0.0 0.0 88.0 48.0 16:67 27:03. 0 %.
0 0.0 0.0 88.0 48.0 16:67 27.03 0*
Load Beam Check
4.10x 2.750x 0.075
A =. 0.978: in2
Sx = 0.944 in3
Length = 90 inches
Pallet Load 4730 lbs
Assume 0.5 pallet load on each beam
M= PL /10= 21.29 k -in
fb = 22.54 ksi Fb = 30 ksi
Mcap = 28.33 k -in
37.78 k -in with 1/3 increase
Defl = 0.30 in.= L/ 304.
w/ 25* added to one pallet load
M = .23 PL = 24.48 k -in
Column Load
• Allowable Soil
Assume Footing
Soil Pressure
Bending:
Assume the concrete slab works as a beam that is fixed against. rotation
at the end of the base plate and is free to deflect at the extreme
edge of the assumed footing, but not free to rotate'
Use.
w =
Load factor =
Shear :
Base Plate
Beam
Punching
Base Plate Bending
Design
8.8 kips
1500 psf basic
29.0 in square on side
1500 psf
Mmax = wl /3
8. "square base plate
10.4 psi
1.67
5 in thick slab f'c =
= 4.17 in3 fb =
Fb = 5(phi) (f'c".5)
fv .=
fv =
1 =
fb =
37 psi Fv =.
45 psi Fv
11/19/98
2500 psi
153 psi,
• 163 psil
Use 0.375 " thick
2.5 in w = .137 psi
18243 psi Fb = 27000 psi
85 psi
170. psi
WXM4 eboYCL CD�
PLAN REVIEW /ROUTIN LIP
ACTIVITY NUMBER: D98 -0402 DATE: 11 -23 -98
PROJECT NAME: MERCHANT DU VIN
Original Plan Submittal Response to Incomplete Letter
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Buifaing Divi ion
ublic W
Approved
\PR•ROUTE.DOC
6/98
C
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete ❑ Incomplete [l
Comments:
TUES /THURS ROUTING:
Fire Irevention
t ucturaltZ 1(
Planning Division
Permit Coordinator II
DUE DATE: 11-24-9R
Not Applicable ❑
Please Route ❑ No further Review Required
Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra)
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 -22 -98
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
Dear Sir:
C
City of Tukwila
Fire Department
Fire Department Review
Control #D98 -0402
(512)
December 1, 1998
Re: Merchant Du Vin - 18436 Cascade Avenue South, Suite
#140
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
2. Aisles leading to required exits shall be provided
from all portions of buildings. Aisles located within an
accessible route of travel shall also comply with the
Building Code requirements for accessibility. (UFC 1204.1)
Obstructions, including storage, shall not be placed
in the required width of an exit, except projections
as permitted by the Building Code. Exits shall not be
obstructed in any manner and shall remain free of any
material or matter where its presence would obstruct
or render the exit hazardous. (UFC 1203)
When two or more exits from a story are required, exit
signs shall be installed at the required exits and
where otherwise necessary to clearly indicate the
direction of egress. (UBC 1003.2.8.2)
The color and design of lettering, arrows and other
symbols on exit signs shall be in high contrast with
their background. Words on the sign shall be block
letters 6 inches in height with a stroke of not less
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57$4439
C
City of Tukwila
Fire Department
Page number 2
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
than 3/4 inch. (UBC 1003.2.8.3)
3. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
50 heads shall have the written approval of the
W.S.R.B., Factory Mutual, Industrial Risk Insurers,
Kemper or any other representative designated and /or
recognized by The City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler
work shall commence without approved drawings. (City
Ordinance #1742)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
4. Storage may not be closer than 36 inches in all
directions to ceiling -hung "Space or Unit" heaters. (UFC
1109.2)
Storage may not be closer than 18 inches below
sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1)
The critical storage height for high -piled combustible
stock in closely packed piles is 12 feet. (UFC 9.110)
Storage above 12 feet may necessitate increasing the
sprinkler density to extra hazard and adding smoke
removal capabilities. (UFC 8101) (NFPA 231)
To use any building or portion thereof exceeding 500
square feet for the storage of high -piled combustible
stock. A floor plan showing the dimensions and
location of the stockpiles and aisles shall be
submitted with applications for such permits. (UFC
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) S754439
C
City of Tukwila
Fire Department
Page number 3
8101)
In double row racks with heights of storage up to and
including 25', an average nominal 6" transverse flue
space between loads or at rack uprights shall be
maintained. (NFPA 231C 4 -3.1)
Thomas P. Keefe, Roe Chief
Maintain minimum 6" longitudinal flue space between
back to back racks. (NFPA 231C)
Where storage height exceeds 15 feet and ceiling
sprinklers only are installed, fire protection by one
of the following methods is required for steel
building columns located within racks: (a) one -hour
fire proofing, (b) sidewall sprinkler at the 15 foot
elevation of the column, (c) ceiling sprinkler density
minimums as determined by the Tukwila Fire Prevention
Bureau. (NFPA 231C, 3 -2.3)
Racks designed for high -piled storage must comply with
section 2207 of The Uniform Building Code. Please
contact The Tukwila Building Department for details
pertaining to design and installation standards.
5. This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Any overlooked hazardous condition Qnd /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439
t•
Page number 4
Yours truly,
C
City of Tukwila
Fire Department
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
John W. Rants, Mayor
Thomas P. Keefe, The Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 � Phone: (206) 57$4404 • Faxg206) 57$4439
12 -15 -1998 11:57AM FROM ESP 12066824995
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l'IERC4AN DU VIN
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VICINITY MAP
_ ._._._._._._._._._._._._._._._. -
BUILDING
GENERAL NOTES
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L 16000•72 0001100 WLTISR TO NI PM 0440406 AND 69CPK*110 * TO COMPLY
41•1..• O Ale COMM MPS 1•41•14.1•0 T1l1 APPLY TOnR NOEL Man 71•4•
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MONCI LL 14010 Pl N •F1C• MO 1MTAL AMYX LL •••••O PL N 01000 AND
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PROJECT CODE DATA
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1 40400 * 004006 CASCADE 0401106 CENTER
61/11L251611 COOL W - IFS U•, UYC, AND 370 NEC, ALL AS ANSIDD
13* STATE 0 34IN0101
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CONSTRUCTION TYPE. 111.4 MELT 67011 0IOD
NNIRICZO!• 3
30446 CALI
671 AMA. 701 ALTOS ( 301.411 E)
DRAWINGS INDEX
ARCINIECTURAL
T7.01 TITLE SMELT
13.0 BOOR PLAN
'23.03 OPPKE • R 1 PLANS
TE.01 INTERIOR DETAILS
73.02 DOOR • PINISN SOODULESVOOR DETAILS
73.01 STAIR DETAILS
LEGAL DESCRIPTION
IMPLIE
LOT L 1O 706000 1 1 NOIEIR4. PAN(ACCOONO TO iN PRAT SEEOP. RECORDED
N LO.U! 61 O PLATE a swam RCM* Cr NM COUNT, WAN1,*T01
•••m •
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