HomeMy WebLinkAboutPermit D01-197 - STERLING REALTY ORGANIZATION - REPAIRDO1-197
Sterling
Realty Org.
15820 Tukwila
Intern'lBl
•
City of Tukwila
Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 222304 -9001 Permit No: DO1 -197
Address: 15820 TUKWILA 'INTERNATIONAL BL Status: ISSUED
Suite No: Issued: 08/16/2001
Location: Expires: 02/12/2002
Category: ARET
Type: DEVPERM
Zoning:
Const Type: Occupancy: THEATER
Gas /Elec.: UBC: 1997
Units: 000 Fire Protection: SPRINKLERS
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: 125 Sewer: VAL VUE
Wetlands: Slopes: N Streams:
OCCUPANT STERLING REALTY ORGANIZATION Phone:
15820 TUKWILA INT'L BL, TUKWILA WA 98188
OWNER PLITT THEATRES /CINEPLEX OD
C/O STERLING RECREATION, PO BOX 91723, BELLEVUE WA 98009
CONTACT :JASON HORNING Phone: 425- 455 -8169
600 106 AV NE, BELLEVUE WA 98004
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Permit Description:
REPLACE TWO SECTIONS OF TWO GLULAM BEAMS DAMAGED
BY DRY ROT. REPAIR 6 ADDITONAL BEAMS W /EPDXY.
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Construction Valuation t 140,000.00
PUBLIC WORKS PERMITS:. *(Water Meter Permits Listed Separate) Eng. Appr:
Curb.Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: . Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time End Time
Sanitary Side Sewer: N No:
Sewer ,Main Extension: N Private:
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
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TOTAL DEVELOPMENT PERMIT FEES: $ 2,013.79
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Contractor License No:
Permit Center Authorized Signature: -4/d0
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 performance of work. I am authorized to sign for and obtain this
development permit.
Signature:
Print Name:
a.C.0 t
Y ✓'i t
-1
(206) 431 -3670
Public: N
Date:
Date: - - ? 14 b L
This permit shall become null and 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.
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CITY OF TUKWILA
Address: 15820 TUKWILA INTERNATIONAL. BL
Suite:
eflant
Type DEVPERM
Parcel #: 222304. -9001
Permit No: 001-197
Status: ISSUED
Applied: 06/29/2.001
Issued: 08/16/2001
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Permit Conditions:
1, No changes will be made to the ' plans unxless approved by the
:Engineer and the Tukwila Building D1 vision.
When special inspection is 'required 'either the owner,
architect or engineer sha11''n'otify the Tukwila Building
Division of appointment.- of the inspection agencies prior to
the first bui iding inspection. Copies of, all special
inspection reports' Shall be submitted to the Building
Division in a timely manner. Reports shall ; .contain 'address:'
project name,,:;ipermit number and type of inspection being
Performed. . ?,
The special ' i spector shall submit a final signet{ report
,stating .whether the work requiring special inspection was,
to the :bestof `the, inspector's know,ledge, in conformance
with :: appro ved , . pians and specif i cations and the a p p l i c a b l e ' . :,
workmanship provisions of, the UBC
11 construct>ion to done in conformance with:. .:
lens` andyequirements of the Uniform Building Code ",(1997.;
iition) as amended, Uniform; Mechanical Code (1'997 Edition) ,
nd Washington"State Energy'Code (1 9)7 Edi,tion)
al i d i tlii of remit': The issuance—of a permit or approval . o
plans, s and com utat ions' l not be con—,.'
str.ued for be .a perml t for or an approval of , any any yi o l at i on
of any of`;,- the- ,provi s i ons of the "code.,: or of any
other ordinance of the jurisdiction. No ;permit presuming to
give ,authority to: violate or cancel ther of this
; code .. shall 4 be, vai _i.d .
J.-
Electrical permi ts .sha l``l;. be obtained a through'sthe' Washington
State Divisionof.'Labor and Industries ,and electrical
work: will : be -i nspected by that agency ,(248:-'6630).
All permits, ins,pection,'records,..and approved plans shall
'available at the .,,job site prior to the '`start of any con-
struction, These;.documentsx,are to be maintained and avai
able until final inspection approval is granted.
All structural welding still be done by. W.A.B.O. certified
welders and special inspected. (UBC - Sec. 306(a)5)
***FIRE DEPARTMENT CONDITIONS: ** -
. The attached set of plans have been reviewed' by The Fire
Prevention Bureau and are acceptable with the following
concerns:
1 The : total number of fire extinguishers required for your
establishment is calculated at one extinguisher for each
3000 sq. ft. of area. The extinguisher(s) should be of the
"All Purpose" (2A,, 10B:C) dry chemical type. Travel
distance to any •Fire extinguisher must be 75' or less.
(NFPA 10, 3-1.1)
12. Portable fire extinguishers shall be securely installed on
the hanger or in the bracket supplied, placed in cabinets
i:.ti *vi::Lav gs: .■ :i;rrS1�n;4;�
Fire extinguishers, require month l y and yearly inspections
They must have a tag or -label securely attached that
indicates the month year that ;the ;inspection was
Performed and shall identify the. company. ,or.'.person
Performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3)
'Every six years,; :dr y chemical and 'hai'on type, fire
'ext inguisher s sf al l be; and subjected to the
applicable r ech'arge .procedu res.:. (NFPA 1 0 , 4 -4. 0 ". :; If the
required monthly and yearly `inspections of the fire,-
extinguisher('s) are not accomplished or the inspection tag
is not complete, ::;a reputable fire extinguisher service
S:r
company will be 'requ red:.to'.candtct: these required surveys.
(NFPA 10, '4 -3 ,` 4-4).
aintein' fires extinguisher coverage throughout.
No po inti . i n an unspri nk i erect building may be more than 200
feet fr of ' an exit, 'measured along the ° ,path ,of travel. (UBC
)004.2.5,
No point i "n a. sprinklered building may be more than 250'..
feet from can exit, .measured ,along the. -path o f travel. " "(UBC
1004 2, 5:' : 2
Exit doors,;,shaW:sw i rig in the direction ot..' exit travel when
serving a•ny,•.hazardous area or when',= serving an occupant load,
of 50 or more.' (UBC ' ::1003.3.1.5 )
Exit doors ,steal l " be openable from the' inside without the
use of a key any knowledge or effort.' Exit
doors .shall riot be locked, chained, bo ;l,ted, barred, ° latched
or otherwise.`�render�e "d, unusable. All l' unusable. devices :. shall
be of an approved., type. (UFC '` 1201.3 )
• Dead bolts are not allowed -.'on auxiliary exit doors;: unless
the dead bolt is automat i ea l ly retracted : when the 'door
;handle is . engaged Froiir, ns i de the tenant ; space. (•UFC.
1207.3)
When , two or more exits from a ,,story are required, ' e x i t
signs shall be installed at ,the required •exits and where
otherwise necessary to clearly indicate the direction of
egress. (UBC 1003.2.8.2)
23 • When two or more exits from a story are required and when
two or more exits from a room or an area are required, exit
signs shall be illuminated. (UBC 1003.2.8.4)
24 Internally illuminated exit signs shall have both bulbs
working .a at all times. (UBC 1003.2.8.4)
.'� Exits shall be . illuminated any time the b u i l d i n g is
occupied with light having, an intensity of not less than 1
foot candle at floor level. Fixtures required for exit
illumination sha l 1 be supplied from separate sources of
or wall recesses. Yhe, hanger or bracket shall be securely
and properly anchored ( ) the mounting surface in nordance
with the manufacturer'- instructions. The extinguisher
shall be installed so that the top of the extinguisher is
not more than 5 feet above the floor and the clearance
between the bottom of the extinguisher and the floor shall
not be less than 4 inches.
. Extinguishers shall be located so as to be in plain view
(if at all possible), or if not in plain view, they shall
be identified with a sign stating, "Fire Extinguisher ",
with an arrow pointing to the unit, (NFPA 10, 106.3) (UFC,
Standard 10 -1)
::`Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA 10,
1 -6.5)
power for Group 1 Division 1.1 and 1.2 occupancies and For
all other occupancies (re the exiting system se("; an
occupant load of 100 6--"more. (UBC 1003.2.9, 10(n-7.-e.9.2)
6, The power supply for means of egress illumination shall
normally be provided by the premises' electrical supply.
In the event of it's failure, illumination shall be
automatically provided from an emergency system for Group
I, Divisions 1.1. and 1.2 occupancies and for all other
Occupancies where the means of egress system serves an
occupant load of 100 or more. Such emergency systems shall
be installed in accordance with the electrical code. (UBC
1003.9.2)
27, All exit signs shall be illuminated at all times. To
,ensure continued illumination for a duration of not less
than 1 1/2 hours in case of priMary power loss, the exit
signs shall also be connected to an emergency electrical
system provided from storage batteries, unit equipment or
an on site generator set, and the system shall be installed
,In accordance with the electrical code., (UBC 1003.2.8.5)
. Maintian sprinkler coverage per N.F.P.A. 13.
t
Addition/relocation of walls, closets or partitions may
,13-4-5.5.3:1)
extended to all areas where
All new sprinkler systems and all modifications to existing,
and under overhangs greeter than - four feet wide. (NFPA *' ,
Approval: the W.S.R.B., Factory Mutual, 'Industrial Risk .
required, tncjuding all enclosed areas, below obstructions
systems TnVolving More than SO heads shall have the written
New sprinkler systems and all modifications to sprinkler
approval'iof drawings prior to installation or modification.'
sPrinkler,systems.shall have fire department review and
. , - ,
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„
require relocating and/or adding sprinkler heads.
. Sprinkler protection shall be
Insurers Kemper or any other representative designated
,,
and/or recorgnized,by the City of Tukwila, prior to
submittal to the .Tukwila Fire Prevention Bureau. No
sprinkler shall commence without approved drawings.
(City Ordinance #1901)
All sprinkler system plans, calculations and the
contractors Materials and Test Certificates submitted to
the Tukwildfire'Prevention Bureau must be , stamped with the
iatelevel of 'competency seal. (WA'c 2
.
appropr automatic detector coverage ' l
tiC per N.F.P.A. 72.
Addition/relocation of w 'closets or partitions may
require relocatin§:andlor adding automatic 'fire detectors,.'
33. ,Maintain square foots-coverage of detectors Per
manufacturer's specifications in all areas including:
closets, elevator shafts, top of stairwells, etc. (NFPA
72, 5-1.4.2)
34. All new fire alarm systems or modifications to existing
systems shall have the written approval of the Tukwila Fire
Prevention Bureau. No work shall commence until a fire
department permit has been obtained. (City Ordinance
#1900) (UFC 1001.3)
All electrical work and equipment shall conform strictly to
the standards of The National Electrical Code. (NFPA 70)
36. An aisle to and working space shall be provided for each
electrical panel. An aisle width not less than 24 inches
shall provide access to the panel and 30 inches of working
space shall be'provided directly in front of the panel.
(NEC 110-16(a), NEC 110-16(c))
37. Each circuit breaker shall be legibly marked to indicate
it's purpose. (NEC 112)
38, Required fire resistive -- -construction, including oc1::dpancy .
separations, area separation walls, exterior walls due to
location on property, fire resistive requirements based on
type of construction, draft stop partitions and roof
cgyerings shall be maintained as specified in the Building
Code and Fire Code and shall be properly repaired, restored
or replaced when damaged, altered, breached, penetrated,
removed or improperly installed. (UFC 1111.1)
,The " maximum flame spread class of finish materials used on
interior walls and ceilings shall not exceed that set forth
in Table No. 8-[B of the Uniform Building Code. (UBC 804,1)
Your street address must be conspicuously posted on the
building and shall be plainly visible and legible from the.
street. Numbers shall contrast with their background.
(UFC 901.4.4)
In order to provide.you with the fastest police and fire,
protection " under emergency conditions, { :please post your
suite, room or apartment number i h' a conspicuous place nea
`the ". main entry door. (UFC 901.4-4).
'Fire Department: l ock, boxes shall be provided for access to
all fire `alarnrpanelst and sprinkler risers. The
ppropriate. key(s) for access shall be placed in the
Lakbox '.orderti' forms must be ",'obtained from the
Tukwila Firer' Dep tment. k(City Ordina #1900) .
Contact th,e' Tukwi la F i re;.Prevent ion Bureau to witness ail
required Anspections and tests., (UFC 10.503) (City
Ordinance #1900 and; #1901)
This.'revQlw limited : to speculative tenant space :on1y
special : f'i're permits may be necessary dependinq' on detailed
descripei_on of intended use:'
Any overl'ooked. hazardous condition and/or violation of the
. adopted Fire s'or B u i l d i n g Codes does not '`i mp approval, "of
such conOt i on., or v i o l a t i o n . '
The plans, were reviewed by _510_. 1f you have any
uestions, �please,;.cal1 the Tukwila Fire Preventi on. Bureau
(206)574467
herebY cert i f 4ha t `1 have read these condition s ari'd will comp l:y
with them :as outlined. II, provisions of. law and : ordinances... gover n,ing .
tt i`s .work wi,11 be 4 :coinpl i,.e`d ;vi tti``, whether speci.f'ied herein or. n,o't.
The-, granting of this :p ;ermitk di ;f not presume tb`' give : ; authority: : t
violate or cancel the provision's. of any, other work or o loc.al laws
regulating construction le performance of' work
Print.. Name
S 1 gnature:
aye:
.4.114:50 i�ii4c;t
Project Name /Tenant:
St- Prlinq Realty •rg ani7ation Co, — L &C Bowl
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ ® School /College /University Other bowling alle _ ____
Value of Construction:
140,000
Building Square Feet: 29 , 500 existing No. of Stories: 1 Area of construction (sq ft):
Si t %/6 1 ess (tn Iude suite number) City State /Zip:
��5� U Tukwila Tnternation Blvd.
If yes, extent of change: (Attach aclditional sheet if necessary)
Tax Parcel Number:
222 304 1 -
Property Owner:
Sterling Realty Organization Co.
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes II no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Phone:
425 Pp
Street Address: City State /Zip:
600 1n6th AUP NE #200 RP11e17 uQ Wn 9 8004
Fax 11:
425 455 - 8165
Contractor:
Chinn t^onstruction Kevin Chinn
Phone:
425 R98 - 1688
Street Address: City State /Zip:
9 1 1 • ,. Redmo . ,:
c:,
Fax 11:
• s•s
.'
Architect:
Phone:
Street Address: City State /Zip:
Fax #:
Engineer:
CT Engineering Chuck Di ns;morP
Phone:
Street Address: City State /Zip:
180 Nickerson St_ #302 geattl W2 Wing
Fa °#: — 2 8 5 i§12
20 ti-285 -0618
Contact Person:
Jason Horning SRO
Phone:
425 455 8169
Street Address: City State /Zip:
600 106th Ave. NR #2on Bplwuo_ WA 9Rnn4
Fax 11:
a - 455 8165
Description of work to be done (please be specific):
Replace two sections of two glu-
lam beams damaged by dry rot. Repair 6 additional beams w /expoxy
Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital
❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ ® School /College /University Other bowling alle _ ____
—
Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ HospitaI
❑ Church ❑ Manufacturing ❑ Motel /Hotel El Office
❑ School /College /University ❑ Other _
Building Square Feet: 29 , 500 existing No. of Stories: 1 Area of construction (sq ft):
Will there be a change of use? ❑ yes I no
If yes, extent of change: (Attach aclditional sheet if necessary)
Will there be rack storage? ❑ yes C no
Existing fire protection features: ® sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes II no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
CITY OF T UKWI LA
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
(206) 431 -3670
Project Nut....er:
Permit Number: /97
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 he accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Flood Control Zone ❑ Hauling
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation
❑ Sanitary Side Sewer if: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
t ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only
U Water Meter /Permanent 11 Size(s):
❑ Water Meter Temp It Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
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 fee 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.
Date application accepted:
6 a 5 -o
Date application expires:
/2 — .z5 — or
Application taken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
11/30/011
1perMr.duc
s:r ;;1c 3s�rd5iu,4
HORIZED AGENT:
BUILDING OWNER OR AUTHORIZED
Signature:
Date: &b. p 1
ok,�e-�
Print name: 71 ot.S e n \ oe. N M-'
\
PhoneL� ASS g( bq
Fax II� CC' is r� S"
Address
6co ( 0 e ti e I F:.. 14- "
City /
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APPLICAtIO MUSt gt SUBMIT - ad WItH tHt ' _ LOWING:
• A&L,p 1WINc S � . T , � ( .•BE STAMPED 13Y WASHINGTON STAT LICENSED ARCHITECT, STRUCTURAL
ENGI E OtC1141 . ENGiNEER
ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTII-I•TY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Ntetro: Non - Residential Sewer Use Certification if there is a change in the.amount:of plumbing fixtures
(Form 1- 1 -13). Business Declaration required (Form 1-1 -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ El Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or 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)
G. Location and screening of outdoor storage (change of use only)
7. Limits of clearing/grading wills 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 (71vIC 18.45.040), of those,
identify by size and species which are to be removed and saved = F-
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use ~ W
only) 4
11. Location and gross floor area of existing structure with dimensions and setback -I U
1 2. Lowest finished floor elevation (if in flood control zone) U O
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). CD w
W
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled co
u-
1:1 w � ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w
any hazardous materials; ditnensions of proposed tenant space. c
❑ ❑ Vicinity Map showing location of site u_ • O
W
El El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of t— O
rack. Structural calculations are required for rack storage eight feet and over. W
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U 0
❑ 171 O � Construction details 0 1-
W w
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water F = - U
supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed p
sprinkler system design criteria as identified by the Fire Department. LLj Z
Uco
— _
O ~
❑ ❑ 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 subrnitting for building permit application. The Department of Public
Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form I-I -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Vatic! 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
1 HEREBY CERTIFY THAT I DAVE 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
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rinti; Nt :) D()'1 -1 :; Type,: DEV PER 11 DEVELOPMENT PERMIT •
reel : NC . X22304- •.53001
Address :.1 1820 TUKWILA 'INTERNATIONAL BL
7•atai Fees: . 01.3.79
vi� me l;. 1,222.25 Total ALL Pmts: 21 013.79
B e l .ance .00
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00/322.100 BUILDING - .NON ' RE5 x1
000/386.904 " <. STATE' RUILIY]:i�G..8URCN�IRL�E � 4.50
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INSPECTION RECORb
Retain a copy with permit
- INSPECTIO NO. .
'CITY TUKWILA BUILDING DIVISION
:6300 SouthCenter Blvd, #100, Tukwila, WA 98188
• . •
PERMIT NO.
(206)431-3670
Projett.
s : ;
Special instructions:
Type of Inspection
Date called:
1/2-
Date wantrai:
Requester:
Phone:
3-40/3
Corrections required prior to approval.
COMMENTS:
'Approved per. applicable codes.
inspectf.
Date: it
$47.00 REINSPECTIrN FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
, t,
Pro ect: 1` ey
At pc l Or
Type of Inspection:
S nac t
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INSPECTION RECO
Retain 'a copy with permit
INSPECTION NO.
'.CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA. 98188
Approved per applicable codes. n Corrections required prior to approval:
COMMENTS:
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CAI") Y -Cr) I 1 { tr i),
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Inspectdi7 ` (�
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Date:
Receipt No:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
•
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431-3670 - -
COMMENTS:
to
/ P-041
el/A(1
Inspector:
L,.)<"
Approved per applicable codes. El Corrections required prior to approval.
Date: .1 4 2)i
$47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
, .• • •
•••i,"•.'''::!s,r.Q•i'44.' •••••,-
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: 3,...
,,•
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188.
Approved per applicable codes.
COMMENTS:
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Inspector
Date: ) CI_ )
n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No:
Date:
INSPECTION RECORD
Retain a copy with permit
Corrections required prior to approval.
(206)43'1 -3670
A4 A.14,.1. S
Structural Engineers
STRUCTURAL CALCULATIONS
For
Emergency Repair of Lewis and Clark Bowling Alley
15820 Tukwila Intl Blvd
Tukwila, WA
PLLC
Sterling Realty Organization
600 106` Ave. N.E. Ste 200
Bellevue, WA. 98009
(425) 455-8169
D)ECEOVE
Ill JUL 2 0 2001
REID MIDDLETON
CITY O E TUK WILA
JUN 2 9 2001
PERMIT CENTER
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206) 285-4512(V)
(206) 285 -0618(F)
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C T
ENGINEE I N G
P L L C
Protect: Le V,/ /.1 C/'•'/E" t/.//7/7 4 /pi i1 --
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Structural Engineers
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Structural Engineers
Date:
Page Number
180 Nickerson SI
Suite 302
Seattle, WA
98109
(206) 285-4512
FAX:
(206) 285-0618
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Date:
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206) 285.4512
FAX:
Page Number: (206) 285-0618
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Client: SA ` e)
Structural Engineers
Date:
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206) 285.4512
FAX:
Page Number: (206) 285 -0618
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Date:
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206) 285-4512
FAX:
Page Number: (206) 285-0618
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Allowable Stress Increase Factor.(ASIF)
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Include Shear Deformation
Yes
No.: of Sections for Member Cates .
5 . . •
Redesign Sections
No
P -Delta Analysis Tolerance
0.50 %
M1
N1
N2
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6.451
M2 :.
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5.917
M3
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N4
SEG
5.595
kmpany : CT Engineering P.L..L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
Global
Joint Coordinates
Joint Label
N1
N2
N3
N4 •
N5
N6
N7
N9
N11
N12 _ .
N13
N14
N15
N17
:
N19
;N20
N21
0
5.1
10.2
15 :3 ':.
20.4
25.5
30.6
35:7
40.8
45.9
51
.57.2
63.4
. -69.6 •
75.8
:482 •
88.2
94.4•
100.6
106:8
113
9.25
13.2
16.2
18.5 -
20.8
22.8
24
24.5 ..`
25
25.2
25.5
25.2
24.8
22.4
'20:3
17.2
-14 .'
10.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Boundary Conditions
Materials (General)
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density . Yield Stress
WOOD I 1 00 I ( .54 ) I Ratio I (per 6 5 F) I ( .038 I ( 0 i)
Joint Label X Translation Y Translation
Member Data
Win
X Coordinate
(Ft)
Member Label I Joint J Joint
K/in
RISA - 2D Version 5.1 [C :lrisa\Srolcl.r2d]
Rotate
Lewis and Clark Bowling Alley
Y Coordinate
(Ft)
Rotation
' K W ad
Section
Set
l I%
Joint Temperature
(F)
End Releases
I -End J-End
AVM AVM
April 4, 2001
2:09 PM
Checked By:
End Offsets Inactive Member
I -End J -End Code Length
In In (Ft
Page 1
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Reaction
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: :N21
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:::Reaction
.:Reaction
kmpany : CT Engineering P.L..L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
Global
Joint Coordinates
Joint Label
N1
N2
N3
N4 •
N5
N6
N7
N9
N11
N12 _ .
N13
N14
N15
N17
:
N19
;N20
N21
0
5.1
10.2
15 :3 ':.
20.4
25.5
30.6
35:7
40.8
45.9
51
.57.2
63.4
. -69.6 •
75.8
:482 •
88.2
94.4•
100.6
106:8
113
9.25
13.2
16.2
18.5 -
20.8
22.8
24
24.5 ..`
25
25.2
25.5
25.2
24.8
22.4
'20:3
17.2
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10.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Boundary Conditions
Materials (General)
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density . Yield Stress
WOOD I 1 00 I ( .54 ) I Ratio I (per 6 5 F) I ( .038 I ( 0 i)
Joint Label X Translation Y Translation
Member Data
Win
X Coordinate
(Ft)
Member Label I Joint J Joint
K/in
RISA - 2D Version 5.1 [C :lrisa\Srolcl.r2d]
Rotate
Lewis and Clark Bowling Alley
Y Coordinate
(Ft)
Rotation
' K W ad
Section
Set
l I%
Joint Temperature
(F)
End Releases
I -End J-End
AVM AVM
April 4, 2001
2:09 PM
Checked By:
End Offsets Inactive Member
I -End J -End Code Length
In In (Ft
Page 1
14 et: »: fuii:
z
w
CL 2
U0
N 0
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w
g
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F ▪ -
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M4
N4
N5
SEG
5.595
M5
N5
N6
SEG
5.478
M6
N6
N7
SEG ' .
5.239
M7
N7
N8
SEG
5.124
M8
N8
N9
SEG
5.124
M9
N9
N10
SEG
5.104
• M10
::
N10
N11
SEG
PIN
5.109
M11
N11
N12
SEG
6.207
'M12
:.:.
N12
N13
SEG
6.213
:..:
M13
N13
N14
SEG
6.265
M14
N14
N15 •
SEG
6.379
M15
N15
N16
SEG
6.546
M16
N16
-.N17
:..
..
SEG
•
: •.
6.932
M17
N17
N18
SEG
6.977
M18
N18
N19
SEG ....
:.
7.272
M19
N19
N20
SEG
7.965
M20
:.
.•
N20
N21
...
;.
SEG
...
8.092
Company : CT Engineering P.�.L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
Member Data (continued)
Member Label I Joint J Joint
Sections
Section
Label
SEG
Basic Load Case Data
BLC No. Basic Load Case
Description
Category
Code
Lewis and Clark Bowling Alley
Rotate
decrees
Section
Set
RISA - 2D Version 5.1 [C:1risa\Srolcl .r2d]
Category
Description
End Releases
I -End J -End
AVM AVM
Database Material Area SA SA I (90,270)
Shape Label (In) ^2 0,180) (90,270) (In ^4)
I WOOD I 339 J 1 1 1 I 26979
Member Distributed Loads, Category : None, BLC 1: Dead Load
April 4, 2001
2:09 PM
Checked By:
End Offsets Inactive Member
I -End J -End Code Length
In In (Ft
Gravity Load Type Totals
X Y Nodal Point Dist
20
1
Dead Load
Snow Load:. •
None
None : - : .
-1
20
Member Label I Joint J Joint Load Pattern Label Pattern Multiplier
M1
M3
M5
M6
M7
M
M9
: : M10
M11
M12
M13
M14
M15
: M16
M17
M18
N1
N2..:
N3
.... •N4
N5
N6'
N7
N8
N9
N10
N11
• N12
N13
••N14 •
N15
N16
N17
N18
N2
N3 ...
N4
...:N5;:
N6
N8
N9 :
N10
N11
N12
N13
N14
N15
N16
N17
N18
N19
UNID
•UNID
UNID
UNID . ::::::_. -:: •
UNID
::UNID .'
UNID
_
UNID
UNID
:UNID •
UNID
"UNID
UNID
-UNID
UNID
UNID
.29
.29 :._
.29
.29
.29
.29
.29
-29
.29
.29
.29
.29
.29
. 29
.29
. 29
.29
.29
I (0,180) T/C
(In ^4) Only
3424
Page 2
vi: ". ;s : ia''dff;t:: +% li .iail.`s:y:5it�(t: {ABd' ice: ix'
s4:iM t :Vi
M19
N1
N20
UNID
0.000
0.000
N20
0.016
UNID .:
.29
N3
-1.014
1.39
0.003
N4 :.
.::
: ' -0.988 '
.1.309
-0.005
N5
-0.731
0.717
-0.014
....
: N6
:::::.
..0:279:
-0;46
:
. - 0.025
..
N7
0.141
-2.281
-0.034
NS -
...
... 0.36 ..:
-4.598
. -0.04
:..
N9
0.6
-7.125
-0.042
: :_
.:, N10 "
:...
.. ; : 0:692 ..:.
::_0:041
N11
0.83
-12.15
--0.
N12
1?141
....
.. 0.05
N13
1.229
-4.754
0.048
M19
N19
N20
UNID
.29
M20
N20
, ..N2.1
UNID .:
.29
Qompany : CT Engineering F ..... Designer : Chuck Dinsmore
Job Number : 0.1033
Member Distributed Loads, Category : None, BLC 1 (continued)
Member Label I Joint J Joint Load Pattern Label
Member Distributed Loads, Category : None, BLC 2 : Snow Load
Member Label I Joint J Joint Load Pattern Label
M1
M2
M3
.M4
M5
M6
M7
M8
M9
• .M10
M11
M12 •
M13
: : M14 . '..
M15
M16'
M17
M18
M19
=M20
N1
.N2
N3
N4
N5
N6 .:
N7
.N8
N9
N10
N11
N12.
N13
'N14
N15
.N16
N17
-N18
N19
N2
N3
N4
N5
N6
N7 _
N8
N9
N10
'N11
N12
-N13
N14
.N15
N16
:.: =N17 ...
N18
N19
N20
N21
UNIL
UNIL
UNIL
UNIL ..
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
::UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
-.6
-.6
-.6
-.6
-.6
-.6
-.6
-.6
-.6
..6 ..
-.6
-:6
-.6
�6
-.6
-.6
-.6
-.6
Load Combinations
Num Description
Dead Only
1 1 1
J...2 . 1 . , . Snow Only . : .1 1 ' :::1 : 1... .1 .. .:
I 3 1 Dead + Snow 1 1 1 1 1 1
1
1
1
2
1
1
Joint Displacements, LC 3 : Dead + Snow
Joint Label
X Translation
In
RISA -2D Version 5.1 [C:Visa\Srolc1.r2d]
Lewis and Clark Bowling Alley
Env E WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor
Y Translation
In
Rotation
( radians ;
April 4, 2001
2:09 PM
Checked By:
Pattern Multi p lier
Pattern Multiplier
ft.T
Page 3
• N14
1.712
• -1.359
0.042
N15
2.376
1.429
0.032
N16
• 3.019.
3.361 •
-0.019
N17
3.48
4.309
0.007
N18
3.513
• 4.399
• -0,005
N19
3.014
3.61
-0.017
N20 •
1.683
.1.982
-0.026
N21
0.000
0.000
-0.027
I
M1
1
91.933
-7.139
0
2
91.09
-8.227
12.39
3
90.247
-9.316
26.536
4
89.404
-10.405
42.438
5
88.561
-11.493
60.095
M2
. --.
- '.
1
89.303 .
' -0.159
60.095 - -
2
- 88.631
1.302
-
61.175
3
• 87.958
- -2.445 -
-
- .63.947
4
• 5
87.286 ••
-3.588
. • 68.409 • '
-86.613
• 4.731
- 74.562: '
I
M3
1
86.618
4.637
74.562
2
86.086
3.456
68.903
3
85.553
2.275
64.895
4
85.02
1.093
62.54
5
84.488
-0.088
61.837
. -
1 .
' .- 84.488 .
. - -0.088 '
• -,...-
. - "-
2 -
•' 83.955.:
::-t269
-
:- 62.785
. 65.386 - .-
.. . 3
83.422 -, -:
. -. - . -2.45 -
-
• 4 '
- 82.89 -:
_ - -3.631
•• . 69.639 -. : -.
I
M5
1
82.494
-0.695
75.544
2
82.025
-1.891
77.315
3
81.556
-3.087
80.724
4
81.087
-4.283
85.77
5
80.618
-5.479
92.455
I . :*
. * - M6
-
. 1
- - 80.579 -
- .- .
- - 92,455
2
. '80.289
-.. 4.808
-
- 85.353
3
. 80 :"--: -
3.58
. 79.859 .
4
' 79.711
. -• 2351
•
75.975 '
5
79422
. 1.123
73.7
I
M7
1
78.568
11.674
73.7
2
78.446
10.428
59.542
3
78.324
9.183
46.98
4
78.202
7.938
36.013
5
78.079
6.693
26.641
I
- "
•
MB
• -
. 1
.78.079
6.693
26.641
• 2
• 77.957.
5.448
• 18.864
• 3
77.835
4203
12.682
4
77.713
2.957
8.096
•
3
3
3
Company : CT Engineering P.....L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
Joint Displacements, LC 3 : Dead + Snow, (continued)
Joint Label
X Translation
In
Member Section Forces, LC 3: Dead + Snow
Member Label Section Axial
K
RISA-2D Version 5.1 [C:\risa\Srold.r2d]
Lewis and Clark Bowling Alley
Y Translation
In
Shear
(K)
Rotation
radians
Moment
( K-ft )
April 4, 2001
2:09 PM
Checked By:
Page 4
•. •
• 61i4",i3!-',Vai,e.:46,,,,Alia-.11.q4r.'4.3',3:.,-Tt.
Company : CT Engineering F.�.L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
RISA -2D Version 5.1 [C Arisa \SroIc1.r2d]
Lewis and Clark Bowling Alley
Member Section Forces, LC 3 : Dead + Snow, (continued
Member Label Section Axial Shear Moment
(K) (K) (K ft)
April 4, 2001
2:09 PM
Checked By:
M9
M10
M11
.M12
M13
M14
M15
M16 .
M17
: M18
M19
1
2
3
4
5
1
2
3
4
5
3 ...
1
2
3
4
5
• 2 ,-
4
1
2
3
4
5
1
1
2
3
4
5
2
.3 •
4
5
77.591
77.358
77.309
77.26
77.211
77.162
77.172
77,099
77.025
76.952
76.879
76.999
77.072
77.145
77.219
77.292
• 77.332
77.429 =
°. :77.527
77.625
77.723
78.104
78.323
78.542
78.761
78.98
• 79.354:: _
.: •:- 79:715
80.076
- :.80.798 •. :
81.037
81.535
82.032
82.53
83.027
82.924
83.634
85.054':.
.85.764
85.747
86.477
87.207
87.937
88.667
88.706
:. 89.553
.: 90.399
91.246
92.092
1.712
6.248
5
3.752
2.504
1.255
-0.254
-1.502
-2.749
-3.997
-5.244
3.004
1.487
-0.03
-1.547
-3.064
1.821
-3.337
• :- 4:853 .
. -6.37
-7.886 .
-1.671
-3.179
-4.688
-6.196
-7.705
=1:812
-3.304
. 4.796
x.288
0.935
-0.534
-2.003
-3.472
-4.941
6.45
5.03
3.61
-2.19
.0,77
1.87
0.455
-0.959
-2.374
-3.788
2.723
1.342
-0.039
-1.42
-2.802
9.051
5.105
5.105
-2.072
-7.655
- 11.646
- 14.044
-14.044
- 12.923
-10.209
-5:901
0
-3.485
-4.616
-3.393
0.185
.0.185
4:191
10.551 .:
19.267
30.338
30.338
34.136
40.297
48.82
59.707
39.707_ •
: :61.406
••• 65.484
-71.942
:. =80:78 :
80.78
80.451
82.526
87.006
93.889
93.889
83.941
76.454
71.428
68.862
68.862
66.834
67.274
70.181
75.555
75:555
71.86
70.677
72.003
75.841
91.689
75.841
Page 5
2
92.747
7.739
59.124
3
93.805
6.427
45.02
4
94.863
5.115
33.529
5
95.922
3.803
24.65
1
95.831
5.648
24.65
2
96.922
4.347
14.54
3
98.013 '
3.046
7.062
4
99.103
1.746
. 2,215
5
100.194
0,445
0
1
M1
1
0
0
NC
2
-0.003
0.315
3179.338
3
-0.006
0.622
1957.073
4
-0.009
0.909
2192.722
5
-0.011
1.164
NC
M2 . '
1
-0.159
1 -
. .-NC
. -2 •
•-0.162
•
•
1:351
1216.114
3
:
- -0.164
1.512
897.033
4
' -0.167
1.633 . -
1171;589
5
. -0.169
-
-- 1.712
. NC • •
I
M3
1
-0.353
1.684
NC
2
-0.355
1.718
1224.441
3
-0.358
1.714
935.143
4
-0.36
1.674
1264.69
5
-0.362
1.6
NC
2
.
- • - -:0.365
•
•-• ..: 1.492 . -..
1256:725 _
:3
• -• -0.367 ...:
..
• 1.349 .
- 928.183 -
4
• !,
. - --0.369 '
- 1.171 .
4214.012
5
*
-0.372 -
.-
-- 0.954 - ....
NC .
I
M5
1
-0.419
0.934
NC
2
-0.421
0.682
1041.759
3
-0.423
0.39
769.083
4
-0.425
0.054
1006.303
5
-0.428
-0.326
NC
M6 '
. 1
-0.377-
... -0383 . -
. ..-NC - -
2
.
* . -0.379
-
. -0.792
. 154.06 '
' 3
.0.381-::
• -t241
- 73.335
•• 4
- .0.383 .
':4.729:.::.'
46.744
5
- . -0.385'
• .
. -2.253
33.633
M7
1
-0.082
-2.284
NC
2
-0.084
-2.83
112.597
3
-0.086
-3.404
54.918
4
-0.088
-3.999
35.856
5
-0.09
-4.611
26.427
I
M6
1
-0.09
-4.611
- NC
2
-0.092
-5.235
98.511
3
. -0.094
. -5.868
48.913
Company : CT Engineering P.L.L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033 Lewis and Clark Bowling Alley
Member Section Forces, LC 3 • Dead + Snow, (continued)
Member Label Section Axial
1 M20
K
Shear
Moment
K-ft
Member Deflections, LC 3: Dead + Snow
Member Label Section x-Translation y-Translation (n) Uy Ratio
In
RISA Version 5.1 [CArisa\Srolc1s2d]
In
April 4, 2001
2:09 PM
Checked By:
Page 6
4440,0410.c' io■■40A41P,4, 4.7 .riscrA■03 1, 0 , 4d0at 4,1 :4;1' , 1 , ..!+1,, , Wi'l \
Company : CT Engineering P.....L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033 Lewis and Clark Bowling Alley
Member Deflections, LC 3 : Dead + Snow. (continued
Member Label
Section
x- Translation
(In
RISA - 2D Version 5.1 [C :Visa \Srolc1.r2d]
y- Translation
(In)
(n) Uy Ratio
April 4, 2001
2:09 PM
Checked By:
M9
M10. : : ..
M11
M13
} M14
M15
M16 •
M17
• M18
4
5
1
2
3
4
5
1
2
3
4
5
3
1
2
3
4
5
`L]
: :5
1
2
3
4
5
4
1
2
3
4
5
2 •
4
5
- 0.096
-0.098
0.321
0.319
0.317
0.315
0.313
0:123
•0121
0.119
0.117
0.115
1.417
1.414
1.412
1.41
1.407
1.542 •
1.539
= .1
1:535
1.532' •
1.899
1.896
1.894
1.892
1.889
:983.:;.
1 :981
:
= 1..976
1 :973
1.792
1.789
1.787
1.784
1.781
1.197
1.194
..:.:1.191
1:189
1.186
1.116
1.113
1.11
1.107
1.104
0.697
0.693 .
0.69
0.687
0.684
6.507
-7.15
-7.143
-7.785
-8.426
-9.064
-9.697
-9.701
- 10.328
10.949
11.565
-12.179
- 12.097
- 11.172
- 10.245
-9.315
-8.383
- 8.359
-7.427
-6.497
..5:574
• -4.665
-4.528
-3.631
-2.757
-1.911
-1.099
• -0 :918
- 0133
1.304 .
1.948
2.116
2.718
3.259
3.739
4.152
4.357
4.721
5.014.
5.242
5.41
5.425
5.535
5.589
5.585
5.521
5.587
:5A53
5.252
4.986
32.432
24.222
NC
NC
9416.322
NC
NC
NC
8339.658
6925.344
NC
NC
NC
NC
NC
NC
NC
20.178
26.993
40:694
81.978
NC
21.926
29.698
45.347
92.577
NC
:NC
• 1105:839
• • .809.885.
1048 :916
NC
846.023
627.724
824.18
NC
NC : -.:
827.761
639.224
• ..:873 :557
I
NC
965.887
720.67
950.24
NC
NC
875.618
658.416
875.036
NC
4.653
nra.pen!�pl
Page 7
N1
M19
1
0.08
4.702
NC
• . 64.045
. 0.000
2
0.077
4.26
1137.832
3
0.073
3.753
936.75
4
0.069
3.195
1369.838
5
0.066
2.599
NC
I..
: M20 .
1
0.016
:2.6 :
NC ..
2:
0,012:
1.968
5524.235
3
0.008
1.318 ..
5329.572
`4
•. 0.004
0.661
:9242.034:
0
NC . ,,
N1
77.054
50.65
0.000
:.::. , N21 =
- 77.054 .:
• . 64.045
. 0.000
Reaction Totals :
0.000
114.695
;•s
Company : CT Engineering F....L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
Lewis and Clark Bowling Alley
Member Deflections, LC 3 : Dead + Snow, (continued)
Member Label Section x- Translation y- Translation (n) Uy Ratio
Reactions, LC 3 : Dead + Snow
Joint Label X Force
K
In (In
RISA - 2D Version 5.1 [C:Visa\Srolc1.r2d)
Y Force
(K)
Moment
( K-ft )
Center of Gravity Coords (X,Y) (Ft) : 56.882 1_ 18.784
April 4, 2001
2:09 PM
Checked By:
Page 8
Seution LC 3. Mad •Snow
LNnMr L.., ,5 Wm/ft sk. )
CT Engineering P.L.L.C.
Chuck Dinsmore
0.1033
Lewis and Clark Bowling Alley
5
April 4, 2001
2:02 PM
Sroicl .r2d
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE,TO THE QUALITY OF THE DOCUMENT
Sniren
W
Steel Code
AISC 9th Edition ASD
Allowable Stress Increase Factor (ASIF)
1.333
Include Shear Deformation
Yes
No. of Sections for Member Cates
5
Redesign Sections
No
P -Delta Analysis Tolerance
0.50%
N1
Reaction
Reaction
N21. ...
Reaction ":
. 'Reaction
,Compan : CT Engineering F ._.L.C. - 4tp r/fr March 30, 2001
,�
Designer : Chuck Dinsmore l ', c 2:08 PM
Job Number : 0.1033 Lewis and Clark Bowling Alley Checked By:
Global
Joint Coordinates
Joint Label
N1
N2
N3
:.N4
N5
N6
'N7
�N8
N9
.N10
N11
N12
N13
•
N14
N15
._N16 ::::
N17
=N18
N19
N21
(
0
5.1
10.2
15.3
20.4
25.5
30.6
.35:7
40.8
45.9
51
57.2
63.4
69.6
75.8
82: ..
88.2
94.4
100.6
106.8
113
(
9.25
13.2
16.2
18.5
20.8
22.8
24
24.5 .
25
.25
25.5
25.2
24.8
23.9
22.4
20.3
17.2
14
10.2
,. 5:2. :.
0
0
0
.:0
0
:. .
0
0
.
0
0
0
0
0
Boundary Conditions
Joint Label X Translation
( K/in )
Materials (General)
Member Data
Member Label
I Joint
X Coordinate
Ft)
J Joint
Y Translation
( K/iin )
Y Coordinate
Ft)
Rotation
K-ft/rad
Section
Rotate Set
(degrees)
Joint Temperature
(F
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress
WOOD t 1 00 ( 4) I Ratio I (per 6 F) ( ( .038 I (Ksi)
0 i)
End Releases End Offsets Inactive Member
I -End J -End I -End J -End Code Length
AVM AVM (In) (In) (Ft)
M1
N1
N2
N2
N3
SEG
. SEG
6.451
5.9
RISA -2D Version 5.1 [C:\risa1Srolc1.r2d]
Page 9
z
z
00
CO
0
CO
J
U) U
W
2
1 J
U d
W
H
Z
ZO
LU Lu
0
o l-
U
I -- r __ . '
u- O
.. z'
w
U=
O ~
z
M3
N3
N4
SEG
5.595
M4
N4
N5
SEG
5.595
M5
N5
N6
SEG
5.478
M6
N6
N7
SEG
5:239
M7
N7
N8
SEG
5.124
M8
N8
N9
SEG
5.124
M9
N9
N10
SEG
5.104
M10
•N10
N11
.SEG
5.109 -
M11
N11
N12
SEG
6.207
M12
N12
N13
.SEG
6.213
M13
N13
N14
SEG
6.265
' :M14
• ` N14
N15
. .:
SEG
6.379
M15
N15
N16
SEG
6.546
..:'M16
:..
N16
:
SEG
:...
6.932
M17
N17
N18
SEG
6.977
:;. M18
N18
. N19
• SEG .
7.272
M19
N19
N20
SEG
7.965
M20
N20 . :
' N21
.:
SEG
8.092
Company : CT Engineering P....L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033 Lewis and Clark Bowling Alley
Member Data (continued)
Member Label I Joint J Joint
Sections
Section
Label
SEG
Database
Sha
Basic Load Case Data
BLC No. Basic Load Case
Description
Category
Code
Material
Label
WOOD
1
Dead Load
Snow Load
None
-None
- 1
20
Member Distributed Loads, Category : None, BLC 1: Dead Load
Member Label I Joint J Joint Load Pattern Label Pattern Muttiplier
M1
1A2 •
M3
::M4 •
M5
•M6 . •
M7
:M8•
M9
M10
M11
M12
M13
M14
M15
• M16
N1
N3
N4 .:::::::.:
N5
:.N6
N7
N8 .::
N9
• -N10
N11
N12
N13
N14
N15
N16
N2
N4
N5
N6
N7
N8
N9
N10
• - Nil
N12
::N13
N14
N15
N16
N17
UNID
UNID'.•
UNID
:UNID
UNID
'UNID
UNID
UNID :
UNID
'UNID
UNID
• ` -UNID
UNID
UNID
UNID
UNID
.29
•
.29
_.29
.29
.29
.29
.29
.29
• ....:29
.29
.29
.29
.29
.29
RISA -2D Version 5.1 [C :\risa \Srolc1.r2d]
Rotate
decrees
Section
Set
Category
Description
Area
(In ^2
End Releases
I -End J -End
SA I (90,270)
(0,180) 90,270) In^4)
SA
339 1 1
March 30, 2001
2:08 PM
Checked By:
End Offsets Inactive Member
I -End J -End Code Length
1 (0,180) TIC
(In ^4 OnI
26979 3424
Gravity Load Type Totals
X Y Nodal Point Dist.
20
Page 10
N1
N17
0.000
UNID
0.000
M18
0.011
. N19
.UNID
- 0.504::..
:.. 0.633
N19
0.008
N3
.29
-0.69
: N20
0.929
UNID
0.002
N4
-0.66
....:.
.: 0.84 • ....
-0.004
N5
-0.502
0.469
-0.008
-0.248
-0.202
-0.014
N7
-0.023
-1.194
-0.018
N$
..:.
0.081
- 2.334.
:
-0.018
N9
0.17
-3.321
-0.014
N10
0.187
3:952
0.007
M17
N17
N18
UNID
.29
M18
N18
. N19
.UNID
.29
M19
N19
N20
UNID
.29
• M20
: N20
N21
UNID
.29
-- Company : CT Engineering P.L.L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
Member Distributed Loads, Category : None, BLC I (continued)
Member Label I Joint J Joint
Member Distributed Loads, Category : None, BLC 2 : Snow Load
Member Label I Joint J Joint Load Pattern Label
M1
M2 . .:
N2
N3
M3
M4
M5
M6
M7
M8
M9
M10 .
M11
M12 •':
M13
M14
M15
*M16
M17
: M18
M19
N1
N2
N3
N4
N5
N6
N7
,N8
N9
N10 -
N11
N12
N13
N14.
N15
N16 ....•
N17
N18
N19
N20 ..:
N4
N5
N6
N7
N8
N9
N10
N11
N12
.N13
N14
N15
N16
:N17
N18
N19
N20
:` 121
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
UNIL
.
-.6
-.6
-.6
- 6
-.6
-.6
-.6
-.6
-.6
-.6
-.6
-
-.6
-.6
-.6
-.6
-.6
- ..
-.6
-.6
Load Combinations
Num Descri
Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor
I 1 I Dead Only I I l I 11 1 1
l .2 I •Snow Only :1 .:::.1 ...:1 : I 1 . 2: 1
3 I Dead + Snow I I I I 11 1 1
Joint Displacements, LC 3 : Dead + Snow
Joint Label
X Translation Y Translation
In (In
RISA -2D Version 5.1 [C :Uisa\Srolc1.r2d]
Lewis and Clark Bowling Alley
Rotation
( radians ;
March 30, 2001
2:08 PM
Checked By:
Pattern Multiplier
Page 11
N11
0.189
X12
0.001
N12.
0.199
-3.712
0.01
N13
0.254
-2.726
0.016
N14
.0.434 •
' - 1:421
0.018
N15
0.74
-0.114
0.016
N16
1.082
0.927
0.011
N17
1.378
1.545
0.006
N18 .. ......
"1.501
1.808
. 0.001
N19
1.364
1.608
-0.007
:. N20 .....
0.769
0.893 .
0.012 . .
N21
0.000
0.000
-0.012
M1
1
89.91
-5.289
0
2
89.067
-6.378
9.408
3
88.224
-7.466
20.571
4
87.381
-8.555
33.49
5
86.538
-9.644
48.164
M2
.
..
87.062
1.419
' 48.164
2
.
' 86.389 :
' : 0.276
46.91
3
85.717
' -0.867
47.348
4
-85.044 '.
-2.01
:. - 49.476
5.
: 84.372
... - 3.154..:.
53295
M3
1
84.22
5.964
53.295
2
83.687
4.783
45.78
3
83.155
3.602
39.917
4
82.622
2.42
35.705
5
82.089
1.239
33.146
[:• ::.':'. :. -.: M4 . ;
..,.:::.:
.1
...
82.089
.1.239: • ...
.. 33:146 .:.::::
.._:2
;,:
81.557 .: ..
..:0.058 - :
'32239
3
' 81.024 `
- 1.123:
. - ... 32.984
:
•
:.:80.491 : ..
::..: -2.304
.:35.381
::.::...
79.959...': >
..'; .-3.485 :
°' . 39.43 :
M5
1
80.033
0.51
39.43
2
79.564
-0.686
39.549
3
79.095
-1.882
41.307
4
78.626
- 3.078
44.703
5
78.157
-4.274
49.737
....... M6
1
..
� � .
77.871 '
� 6.88
49:737
2
77.682. .
: '5.652
41.53
3
.
' 77.392. :.
4.423.
34.932
77.103 .
' :3.195 -
29.943 ..
• 5
' .
. 76.814
:1.966 • •
. 26.563 - •
M7
1
75.871
12.163
26.563
2
75.749
10.917
11.778
3
75.627
9.672
-1.41
4
75.505
8.427
- 13.004
5
75.383
7.182
- 23.003
-. Company : CT Engineering P._.L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033 Lewis and Clark Bowling Alley
Joint Dis . lacements LC 3 : Dead + Snow continued
Joint Label
X Translation
In
Member Section Forces, LC 3 : Dead + Snow
Member Label Section Axial
K
RISA - 2D Version 5.1 [C:\risa \Srolcl.r2d]
Y Translation
Shear
(K)
Rotation :r 4w
r a iar - �ncl
Moment
( K -ft
March 30, 2001
2:08 PM
Checked By:
A�(i -t*'~et/ ar�ly
Page 12
Company : CT Engineering P.1_.L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033 Lewis and Clark Bowling Alley
Member Section Forces, LC 3 : Dead
Member Label
Section
Axial
K)
M8
M9
M10
M11
M12
M13
14
M15
.M16
M17
1
2 .
3
4
1
2
3
4
5
.
3
1
2
3
4
5
1
2
4
5
1 : .....
.'::3
1
2
3
4
5
3 ....
1
2
3
4
5
M18 1
75.383
75.26
75138
75.016
74.894
74.637
74.588
74.539
74.49
74.441
:74.458
'74.385
74.311
74.238
74.165
74.259
74.333
74.406
74.479
74.553
74.591
74.689
74.787
74.884
74.982
75.368
75.587
75.806
76.025
76.244
:76.646 ::
177:007:
- 77.368
77.729
78.09
78.378
78.875
79.373
79.871
80.368
80.38
'81.09
- 81.8
82.51
83.22
83.217
83.947
84.677
85.407
86.137
86.26
7:182
5.937
4:692
3.447
2.201
6.579
5.331
4.082
2.834
1.586
0.13
-1.118
- 2.365
-3.613
;4.86
3.096
1.579
0.062
-1.456
-2.973
-1.774
-3.29
=4.806
.6.322
-7.839 -
-1.842
-3.35
-4.859
-6.367
-7.876
0.744 :
::. -3.729 .
5.221
-6.713
0.271
-1.198
-2.667
-4.136
-5.605
- 5.429
4.009
2.589
. 1.169
-0251
0.816
-0.599
-2.014
-3.428
-4.843
- 23.003
- 31.406
- 38.214
- 43.427
47.045
- 47.045
- 54.643
- 60.649
- 65.061
- 67.881
• - 67.881
=67.25
-65.025
61.208 :.
-55.797
- 55.797
- 59.424
- 60.696
- 59.615
- 56.179
56.179
52246
45,959 •
- 37.317
26.319
- 26.319
- 22.253
- 15.824
-7.033
4.122
- - 4.122
'6.498.:
:. :11255. T :.
.18.391 ...:..:
27.906
27.906
28.665
31.828
37.394
45.365
45.365
• . 37:188
31.471
28.216
'27.421
27.421
27.232
29.51
34.256
41.469
41.469
1.486
RISA -2D Version 5.1 [C :Visa \Srolcl.r2d]
+ Snow, (continued)
Shear
(K)
Moment
(K -ft)
.,,. ;5
March 30, 2001
2:08 PM
Checked By:
Page 13
z
z
cL 2
J U.
00.
w=
w 0 .
(0 d
= • W
z �.
1-0'
Z �-
2 �
• 0,
0
O 1--
Ww
H
0
.z :.
Lb
co
z
2
- 87.107
. 0.105
0
40:023
3
87.953
-1.276
0.221
• 41.088
4
....88.8
-2.657
2508.929
44.663
5
89.646
. =4:038
5
5 '
1
2
89.422
90.48
7.51
6.198
L 50
37.101
3
91.538
4.886
2 :
26.065
4
92.597
3.574
:r 41119 .:.::
17.642
5
93.655
2.262
1: 108
11.831
1
.93.594 ..
. 4.063
-NC :: : ..
1
2
94.685
.2.763
NC
4.926
2
95.776
•. • 1.462
1929.854
0.653
4
::. 96.867
0.161.
.:
.. -0.989
5..
..:97.958
-1.139
.:
.0
M1
1
0
0
NC
2
-0.003
0.221
4093.549
3
-0.006
0.436
2508.929
4
-0.008
0.635
2795.542
5
-0.011
0.809
NC
- =0.114
0.801 :
:.;:.:NC .
2 :
'.:.: 16..
0.932
:1620:113
3 :
:r 41119 .:.::
:.- .• :1.035 :::::::::;1207.814
.-
.4::...::'
:-0 :121
1: 108
1591:533
.5 - ;
: .:= - -4):124.: ;
:..:;...1.151:
-NC :: : ..
M3
1
-0.247
1.131
NC
2
-0.249
1.142
1929.854
3
-0.252
1.128
1512.371
4
-0.254
1.093
2096.347
5
-0.256
1.037
NC
. :M4:':: .:
• -.1:.:
; :.,:- 0.256
..; ..1.037 .:- :
. : NC
2 ::.
.':.:. -0:259 ..:.
:; :.:0:964 : :: :.
: x:- 2461.719
3 -
:.::::: -0.261 = :.
:. 0.872 .....:
.1825.039
4).263 -:
:. 0.763 :...
2386.327
,. -0.265 ....:..,
:. ..0.634 ' :
NC
M5
1
-0.297
0.62
NC
.
2
-0.299
0.473
2026.156
3
-0.301
0.305
1493.387
4
-0.303
0.116
1944.924
5
-0.305
-0.098
NC
M6 ' ..::::
"1a .. :.
-. - 0.288 :.
• . _0.14
-NC`::... :
2
' : =0.29
-0.367 :.
..276.797 ..
3 '
-0292
-0.614 •
132.551:
4
: -0.294 .
' -0.878
85.149
5:.
-0.296 •
• .•1.157
61.828
M7
1
-0.14
-1.186
NC
2
-0.142
-1.47
NC
Company : CT Engineering P.L.-.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
Lewis and Clark Bowling Alley
Member Section Forces, LC 3 : Dead + Snow, (continued)
Member Label Section Axial
M19
M20 •
K
Member Deflections, LC 3 : Dead + Snow
In
RISA - 2D Version 5.1 [C :lrisa\Srolc1.r2d]
Shear
(K)
Member Label Section x- Translation y- Translation (n) Uy Ratio
In
Moment
( K -ft )
512 •1
March 30, 2001
2:08 PM
Checked By:
' Page 14
Company : CT Engineering P.L.L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033 Lewis and Clark Bowling Alley
Member Deflections, LC 3 : Dead + Snow, (continued)
Member Label
Section x- Translation
(In
y- Translation
(In)
(n) Uy Ratio
March 30, 2001
2:08 PM
Checked By:
• M8
M9
.-• M10..
M11
:: _.:..M12
M13
T`M14:
M15
.M16
M17
3
4
5
1
2
3
4
5
1
• '2
•3
4
1
3
4
5
1
2
3
4
5
3
•.5
1
2
3
4
5
1
2
3
-0.143
-0.145
-0.147
-0.147
- 0.149
-0.151
- 0.153
- 0,155
0.04
0.038
0.036
0.034
0.032
-0.045
- 0.047
- 0.049
-0.051
-0:053 •
0.388
0.385
0.383
0.381
0.379
0.438 •
0.436
0.433-
• . -0.429
0.643
0.641
0.638
0.636
0.634
0.756
;...0.753 :
0.751 .:
-0.749
.0.746 .
0.738
0.735
0.732
0.73
0.727
0.553
0.55
0.548
0.545
0.542
0.516
0.513
0.51
-1.759
-2.048
-2.331
-2.331
- 2.603
-2.861
-3.101
-3.322
-3.325
-3.523
-3.695
-3.841
-3.956
• 3
4.041
-4.095
-4 :119
4.116
-4.098
-4.058
-3.979
-3.858
-3.698
-3.691 = :
- -3.492
4259
= 2.994
2.704'. _,;-
-2.661
-2.349
-2.023
-1.686
-1.344
• .• -1279 `.
-0.932
::. ;0.591
'- 0.257..
0.063
0.129
0.439
0.726
0.99
1.225
.1:313
: 1.527
1.71
1.866
1:998
2.005
2.115
2.202
NC
NC
NC
NC
2506.295
1773.148
2252.387 ..
NC
NC
1535.618
1115.907
1449.219
NC
_NC
. : 1367.046 .:
-1039.183:
1410.505
NC
NC
1232.309
920.714
1230.995
NC
_: NC ::
1548.087
1219.975
1729.408 ..
NC
4193.639
3634.653
5922.983
NC
• 57.039
76.89 :
117.075..: •
238.995:
..NC:
NC
2 908
1603.078
2034.24
NC
NC :
1937:525 .
1529.665
2124.444
NC
NC
2228 088
1617.898
RISA -2D Version 5.1 [C:lrisalSrolcl.r2d] Page 15
4
74.322
50.873
0.508
2.263
- 74.322
2063.564
0.000
5
0.000
114.695
0.505
2.295
NC
1
. ..
0.335
2.325
NC
2
0.332
2.322
1517:891
3
.. 0.329
2.282
1123.099
0.326
2.203.
.
1463.173
5.
0.322
2.083
NC
1
0.052
2.107
NC
2
0.049
1.925
1885.661
3
0.045
1.702
1595.96
4
0.041
1.45
2397.206
5
0.038
1.177
NC
0.015:.
..1.178
NC ...
:2
::.:
..
0.011
0.888
...
:NC
::
..
':.-
.•,0.008
. ...0.592
:.'.: :NC
4
0.004
0.296
:.
NC
5
....
::: *0 .; .
0
NC . ...
:.
N1
74.322
50.873
0.000
• ; ::..::: . .:..:N21 .: , ....... :...
- 74.322
63:822.
0.000
Reaction Totals :
0.000
114.695
4
Company : CT Engineering P...L.C.
Designer : Chuck Dinsmore
Job Number : 0.1033
•
Member Deflections, LC 3 : Dead + Snow, (continued)
Member Label Section x- Translation y- Translation (n) L/y Ratio
M18
M19
Joint Label
X Force
(K )
(In
Reactions, LC 3 : Dead + Snow
Center of Gravity Coords (X,1) (Ft) : I 56.885 ( 18.784 I
RISA -2D Version 5.1 [C :Visa \Srolcl.r2d1
Lewis and Clark Bowling Alley
Y Force
(K)
In
Moment
(K -ft)
March 30, 2001
2:08 PM
Checked By:
Page 16
YsLr AiN.M�..1 ;. el,
z ,.
00
CO a
CO la
w I
N LL
wO
J
u. Q.
= .
z �...
o
z
Ci
(3 I-
W u
u-
z ,
U �.
�
0
Z
£ud n: LC S. DAM.Smw
MMMr Mnag Ma+wih dK 4!)
CT Engineering P.L.L.C.
Chuck Dinsmore
0.1033
Lewis and Clark Bowling Alley
April 4, 2001
2:39 PM
Srolcl .r2d
NOTICEc IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THEQUALITY OF THE DOCUMENT.
ACTIVITY NUMBER D01 -197 DATE: 06 -29 -01
PROJECT NAME: STERING REALTY ORGANIZATION CO. L &C BOWL
SITE ADDRESS:15820 TUKWILA INTERNAT. BLV.SUITE NO:
X Original Plan Submittal.
Response to Incomplete Letter #
Response to Correction Letter # Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
AWL 0 -je'(
Public Work
PLAN REVIEW /ROUTING SLIP
ts<
51D
Fire Prevention
AWL - 6 - 0 1
Structural
5 -a-4
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete 1 Incomplete
Plan ing Division
1-3.0(
Permit Coordinator
t'1
•
DUE DATE: 07-03-01
Not Applicable n
Comments:
TUES /THURS ROUT G:
Please Route Structural Review Required pi No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days)
Approved
Approved
V'NROUII.foC
srn
Approved with Conditions
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Approved with Conditions
REVIEWER'S INITIALS:
DUE DATE 07 -31 -01
n
Not Approved (attach comments)
DATE:
DUE DATE
Not Approved (attach comments)
DATE:
silt .'kCfw^.
DEPARTMENTS:
Building Division
Public Works
Complete
TUES /THURS ROUTI
Please Route
REVIEWER'S INITIALS:
Approved
VIROUILDOC
srri
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D01 -197 DATE: 06 -29 -01
,.
PROJECT NAME: STERING REALTY ORGANIZATION CO. L &C BOWL
SITE ADDRESS:15820 TUKWILA INTERNAT. BLV.SUITE NO:
X Original Plan Submittal
Response to Correction Letter # Revision # AFTER Permit Is Issued
Response to Incomplete Letter #
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Comments:
CORRECTION DETERMINATION:
Fire Prevention
Structural
Incomplete n
Structural Rgew Required
APPROVALS OR CORRECTIONS: (ten days)
Approved with conditions
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 07 -03-01
Not Applicable n
r ev. tes 01
No further Review Required n
DATE: 7 - 3 - Zo0
DUE DATE 07 -31-01
Not Approved (attach omments)
DATE:
DUE DATE
Approved Approved with Conditions Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
}
:sz
<ws`4:
0'44 t "....S:i s < ,aGk.aairwti:� : ,i'&�,t6 'tvl t�l34.6 • tilhaVaV
PERMIT NO.: Vbt l q
BUTLITENG't''ERMITS
INSPECTIONS
❑ 00001 Progress Inspection Status
❑ 00002 Pre - construction
❑ 00003 Investigation
❑ 00004 OK to Occupy
❑ 00005 Remove Stop Work Order
❑ 00006 Follow -up
❑ 00007 Pre -Move Inspection
❑ 00050 WSEC Residential
❑ 00060 WA Ventilation/Indoor AQC
❑ 00070 NLEA Inspection/Ivlpdular Struct
❑ 00071 Mobile Home Tie Down Insp
❑ 00072 Marriage Lines
❑ 00090 Rested
❑ 00095 Footing Drains
❑ 00100 Foundation Footings
❑ 00200 Foundation Walls
❑ 00250 Foundation Insulation
❑ 00300 Concrete Slab /Slab Insulation
❑ 00350 Crawl Space
❑ 00400 Shear Wall Nailing
❑ 00450 Plywood Wall Sheathing
❑ 00500 Roof Sheathing Nailing
❑ 00525 Plywood Deck Nailing
❑ 00550 Exterior Wall Sheathing
❑ 00600 Masonry Chimney
00610 Chimney Installation /All Types
00700 Framing
❑ 00750 Roof /Ceiling Insulation
❑ 00800 Floor Insulation
❑ 00801 Wall Insulation
❑ 00802 Exterior Roof Insulation
❑ 00803 Glazing Inspection
❑ 00815 Lighting and Controls
❑ 00900 Suspended Ceiling
❑ 01000 Interior Wallboard Fastening
❑ 01001 Exterior Wallboard Fastening
❑ 01 1 10 Pre -Move Inspection
❑ 01 1 15 Motor Inspection
❑ 01120 Pre -Demo
❑ 01140 Pre- reroof
❑,91400 Final -Fire
01700 Final - Building
❑ 01900 Final - Reroof
❑ 03100 Site Visit
❑ 04000 Special- Concrete
❑ 04001 Special -Bolts in Concrete
❑ 04001 Special - Mom/Resist Cone Frame
❑ JI4003 Special -Reinf Steel Prestress
4004 Special - Welding
❑ 04005 Special- High- Strength Bolting
❑ 04006 Special - Structural Masonry
❑ 04007 Special - Reinf Gypsum Concrete
❑ 04008 Special- Insulating Cone Fill
❑ 04009 Special -Spray Fireproofing
❑ 04010 Special- Piling, Piers, Caissons
❑ 04011 Special - Shotcrete
❑ 04012 Special- Grading, Excav/Fill
❑ 04013 Special - Retaining Wall
❑ 04014 Special - Panels
❑ 04015 Special -Smoke Control System
TENANT NANfE: en ► , . A l Of' . C .
(L DeLA
CONDITIONS
0001 No changes to plans unless approved by Bldg Div
010 Special inspection required, notify Bldg Div
0011 Special inspector shall submit final signed report
❑ 0012 New ceiling grid & light fixture shall meet lateral
bracing
❑ 0013 Partition walls attached to ceiling grid
❑ 0014 Readily accessible access to roof mounted equipment
❑ 0015 Engineered truss drawings & caics shall be on site
❑ 0016 Exposed insulation backing material
❑ 0017 Subgrade preparation including drainage, excavation
❑ 0018 Statement from roofing contractor verifying fire
retardant class of roof
Y 0019 All construction to be done in conformance w /approved
plans
❑ "No work shall be done in addition to those modifications..."
❑ 0002 Plumbing permits shall be obtained through King Co
❑ 0020 Structural observation shall be provided for this project
❑ 0021 All food preparation establishments must have King Co
❑ 0033 Fire retardant treated wood shall have flame spread of
❑ 0023 Notify Building Division prior to placing any concrete
O 0024 All spray applied fireproofing shall be special inspected
❑ 0025 All wood to remain in placed concrete shall be treated
❑ 0026 All structural masonry shall be special inspected
0027 Validity of Permit
❑ 0028 Rack storage requires separate permit
0003 Electrical permits obtained through L & I
❑ 0030 No occupancy of building until final insp by Bldg Div
❑ 0032 Remove all weeds, concrete, stone foundations, flat
concrete
❑ 0036 Manufacturers installation instructions required on site
❑ "BTU maximum allowed per 1997 WA State Energy Code"
❑ 0035 Contact PW Div to obtain insp for water /sewer connect
❑ 0038 A C of 0 will be required for this permit
❑ 0039 Final approval for all TI w /in the limits of the SC Mall
❑ 0004 All mechanical work shall be under separate permit
❑ 0040 All construction noise to be in compliance with 8.2 TMC
❑ 0041 Ventilation is required for all new rooms & spaces
0005 All permits, insp records & approved plans available
❑ 0006 All structural concrete shall be special inspected
❑ "Applicant shall obtain a separate plumbing permit from King Co"
❑ "Anchoring — All new construct and substantial improvement shall be
anchored to prevent flotation"
0007 All structural welding shall be done by WABO certified
inspector
❑ 0008 All high - strength bolting shall be special inspected
❑ 0009 Bolts installed in concrete shall be special inspected
❑ 0031 Comply with requirements of TlvMC 16.04
❑ 0034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ "Obtain required inspections from appropriate water & sewer
districts"
❑ "Fuel burning appliances
❑ "Appliances, which generate...."
❑ "Water heater shall be anchored...."
❑ "Reroot"
Plan Reviewer:
Permit Tech:
Date:
Date:
<4. urc. sr .
s4St.:iFtsN: !xs',?i�74A�
}
;ia;a�,�• ;,w'k*:'::� tiara,
N,oiu3: is eF3�
DEPARTMENTS:
Building Division
Public Works
n
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D01 -197
DATE: 06 -29 -01
PROJECT NAME: STERING REALTY ORGANIZATION CO. L &C BOWL
SITE ADDRESS:15820 TUKWILA INTERNAT. BLV.SUITE NO:
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # AFTER Permit Is Issued
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete n Incomplete n Not Applicable
Comments:
TUES /THURS ROUTING:
Please Route n Structural Review Required n No further Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
REVIEWER'S INITIALS: .51
CORRECTION DETERMINATION:
Approved
WKROUILOOC
srrI
Fire Prevention ® Planning Division
REVIEWER'S INITIALS:
Permit Coordinator
n
DUE DATE: 07-03-01
DUE DATE 07 -31 -01
Approved with Conditions Not Approved (attach comments)
DATE: /C C' I
Approved with Conditions Not Approved (attach comments)
DATE:
DUE DATE
DATE:
tit 1W∎sa 4 , .Itltt`a, . S 1iYi 3 ?., 1 4:t � ,t ` « . ° a:t{,LZ•�L •i � ait • .t e ;4 t4t,axM
ACTIVITY NUMBER D01 -197 DATE: 06 -29 -01
PROJECT NAME: STERING REALTY ORGANIZATION CO. L &C BOWL
SITE ADDRESS:15820 TUKWILA INTERNAT. BLV.SUITE NO:
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
Comments:
Approved
WRROIIIC.000
SPYI
PLAN REVIEW /ROUTING SLIP
Fl
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
TUES /THURS ROUTING:
Please Route n Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved with Conditions
n
n
Planning Division
Permit Coordinator
•
n
DUE DATE: 07-03-01
Incomplete ri Not Applicable
No further Review Required
DATE: (0
DUE DATE 07-31 -01
REVIEWER'S INITIALS: DATE:
Not Approved (attach comments) ri
CORRECTION DETERMINATION: DUE DATE
Approved Approved with Conditions ri Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
>;•ti v +, -'J si ?ut 424a.t?1,44 tiitau�uy aG f "e iJ E c,'�u Jm%h�ki E'}rt &e
ACTIVITY NUMBER D01 -197 DATE: 06 -29 -01
PROJECT NAME: STERING REALTY ORGANIZATION CO. L &C BOWL
SITE ADDRESS:15820 TUKWILA INTERNAT. BLV.SUITE NO:
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # AFTER Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES /THURS ROUTING:
Please Route
REVIEWER'S INITIAL
APPROVALS OR CORRECTIONS: (ten days)
5199
n
•
PLAN REVIEW /ROUTING SLIP
Structural Review Required
Fire Prevention n Planning Division
Structural
Incomplete
Permit Coordinator
DUE DATE: 07-03 -01
Not Applicable
No further Review Required
DATE: O4..oa -0
DUE DATE 07- 31-01
Comments:
Approved Pi Approved with Conditions n Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION:
Approved Approved with Conditions n
REVIEWER'S INITIALS:
d
DUE DATE
Not Approved (attach comments)
DATE:
,Y.
GT1O ROSENAU & AS.,OCIATES, INC.
30 October 2001
City of Tukwila Building Division
6200 Southcenter Blvd.
Tukwila, Washington 98188
Project: Lewis & Clark Bowl
Address: 15820 Tukwila International Blvd.
We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans
and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of
our handwritten reports.
All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should
not be considered as a warranty for conditions and/or details of the building.
Items inspected are:
JLP /jp
1. Structural steel erection/welds
Sincerely,
OTTO ROSENAU & ASSOCIATES, INC.
i.
nne L. P
Corporate Officer
cc: Sterling Reality Organization
fax c: Chinn Construction
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
RECEIVED
OCT 3 1 2001
COMMUNITY
DEVELOPMENT
Permit Number :4P0.1 4
Job Number: 01 -663
x
Owner
x
Contractor
Architect
x
Building Dept.
Engineer
Report Number: 001
Inspection(s) Performed: Structural Steel Erection/Welds
Inspector
and Date
Copies to:
Form No.: T -104
Revised: 02/01
0'. CO ROSENAU & ASLJCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • 1lEeEfIr rocom
CONSTRUCTION INSPECTION REPORT R �/ � l�.i
Project Lewis & Clark— Bowl Permit Number: ,; 1--!,01.3.P. ;
Address: 15820 Tukwila International Blvd., Tukwila Job Number: 01-663
Client Sterling Reality Organization Architect
Contractor. Sterling Reality Organization Engineer:
Remarks
D. Graham On site to perform special inspection on field welding per AWS D1.1, AISC and approved drawings.
10 -29-01 1. Verified building permit and approved drawings.
2. Verified welder WABO Certifications: Alan Paris, exp. 10 -1 -02, #PAR- 80- 3339B, SMAW, all position.
3. Performed visual weld inspection on Glulam arch seat per revision CT -5 on arches #6, 8 and 9; south
side of building. Welds and workmanship were found to be in conformance.
Reviewed by:
OCT 31?
OOMMUNr "'
IDEVELOPML „°
CT Engineering
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm is strictly prohibited.
Page 1 of 1
rt
6
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52 I
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October 30, 2001
PLLC
City of Tukwila
Department of Commercial Development
6300 Southcenter Blvd.
Tukwila, WA 98188
Do/
Attn: Dave Larson
Building Inspector
Re: Lewis and Clark Bowl — Repair of Glued Laminated Arches
Dear Dave,
JAN 0 4 200
coil/144w -
CT Engineering PLLC designed the repairs to the Lewis and Clark Bowl located at 15820
International Boulevard in Tukwila. The glued laminated arches suffered from decay to the point
that the structure was in jeopardy. The unique nature of this project required our close contact
with the contractor as the work progressed and the full extent of the decay became known. At
your request we provided Structural Observation as defined in Section 1702 of the Code.
We have visited the project at the significant structural stages and at completion of the structural
system. We have visually observed the structural system for conformance to the approved
plans. Observed deficiencies have been reported to the owner's representative, the building
official and the contractor in the form of Bulletins.
More specifically, we examined the extent of removal of the decayed portion of the wood and
assisted the contractor with designs for additional temporary shoring once it became clear that
some of the arch sections were significantly more decayed than our initial survey indicated. We
approved the epoxy materials used in the repair and periodically witnessed the installation of the
borate preservative rods in the wood portions that remained. The concrete masonry beneath
the glued laminated arches does not support the weight of the arch and we approved the
additional removal so as to permit installation of new arch segments. We designed custom
purlin connections that avoided the need to remove the roof membrane. Inspection of the
limited amount of welding was inspected by the Special Inspector.
We have examined the completed structural system and in our opinion all observed and
reported deficiencies have been resolved to the best of our knowledge. Please call me if there
are any questions with respect to this letter.
Sincerely,
Richard E. yble PE
Structural Engineers
t•-•:41 � _ 0c30 ( 01
CXF E5 7/2W3
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206)285 -4512
Fax: 285 -0618
E N G I N E E R I N G
re ,AA
2062850618 CT ENGINEERING PLLC
October 30, 2001
PLLC
City of Tukwila
Department of Commercial Development
8300 Southcenter Blvd.
Tukwila, WA 98188
Attn: Dave Larson
Building Inspector
Re: Lewis and Clark Bowl — Repair of Glued Laminated Arches
Dear Dave,
271 P02
OCT 30 '01 16:36
CT Engineering PLLC designed the repairs to the Lewis and Clark Bowl located at 15820
International Boulevard in Tukwila. The glued laminated arches suffered from decay to the point
that the structure was in jeopardy. The unique nature of this project required our close contact
with the contractor as the work progressed and the full extent of the decay became known. At
your request we provided Structural Observation as defined in Section 1702 of the Code,
We have visited the project at the significant structural stages and at completion of the structural
system. We have visually observed the structural system for conformance to the approved
plans. Observed deficiencies have been reported to the owners representative, the building
official and the contractor in the form of Bulletins.
More specifically, we examined the extent of removal of the decayed portion of the wood and
assisted the contractor with designs for additional temporary shoring once it became clear that
some of the arch sections were significantly more decayed than our initial survey indicated. We
approved the epoxy materials used in the repair and periodically witnessed the installation of the
borate preservative rods in the wood portions that remained. The concrete masonry beneath
the glued laminated arches does not support the weight of the arch and we approved the
additional removal so as to permit installation of new arch segments. We designed custom
purlin connections that avoided the need to remove the roof membrane. Inspection of the
limited amount of welding was inspected by the Special Inspector.
We have examined the completed structural system and in our opinion all observed and
reported deficiencies have been resolved to the best of our knowledge. Please call me if there
are any questions with respect to this letter.
Sincerely,
Richard E.
Structural Engineers
ble PE
■
RECEIVED
ED
NOV 15 2001
BUILDING
DEPARTMENT
165Z
err
`` '�- " • i 0 `3 0 1 01
EXPIRES 7 /21/03
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206)285 -4512
Fax: 285-0618
C T
L N G I N 1. L R I N G
Date:
Project Name:
Subject:
Owner Approval by:
Distribution:
Kevin Chinn f (425) 898 -0885
Chinn Construction, LLC
PO Box 2137
Redmond, WA 98073 -2137
Issued by: Rick Wyble
Structural Engineers
2062850618 CT ENGINEERING PLLC
PLLC
BULLETIN
September 26, 2001 Number: CT -2
Lewis and Clark Bowling Alley Repair
Summary Response - Site Visit 9/24 and 9/25
Jason Horning f (425) 455 - 8165
Sterling Realty Organization
600 106' Ave. NE Suite 200,..■
Bellevue, WA 98009 -1725
271 P03 OCT 30 '01 16:37
180 Nickerson St
Suite 302
Beattie, WA
98109
(206) 285.4512(V)
(206) 285-0618(F)
Protect #: 01051
Attached: CT2.1, 2.2
Page 1 of 4
The following questions, observations and recommendations were discussed with the Contractor
during site visits this week as the full extent of the decayed wood was discovered:
♦ At Arches No. 1 and 4 the amount of decayed material requires that these two arches be
supported immediately by scaffolding at the hinge and with a fabricated steel shore per Bulletin
CT1 (same as what we're doing at Arches 6 and 8). These arch ends will require additional
reinforcing per sketch CT2.1. The steel PL % x 11 is incorporated into this detail and required
top and bottom.
♦ At Arch 9 (east end wall) additional decay was observed in the middle of the beam penetrating
almost to the inside of the building. The concern is that the wind columns will not effectively
transfer their shear to the roof diaphragm. We recommend "kickers" be installed to connect the
top of the steel posts to the roof per CT2.2. In addition, verify that the wood in Arch 9 is free of
decay and capable of transmitting vertical bearing load to the column. If this is not the case,
remove the decayed portions one column at a time and replace with epoxy material.
♦ At Arch 9, a new GL arch segment is to be fabricated and installed per details pertaining to
Arches 6 and 8. Shoring is not required provided the wind column bearing points are free of
decay or repaired with epoxy filler.
♦ The new arch sections to be installed at Arches 6, 8 and 9 are to be fitted with Impel rods per
typical details and flashed for protection from weather and sunlight.
(cont'd)
Date: September 26, 2001
W.A.i(?k;bM !VtLxe..r..t.r rvkar,.rS%
2062850618 CT ENGINEERING PLLC
271 PO4 OCT 30 '01 16:37
Date: September 26 2001 Number: CT -2 Project #: 01051
Project Name: Lewis and Clark Bowling Alley Repair Attached: CT2.1, 2.2
Subject: Summary Response - Site Visit 9/24 and 9/25 Page 2 of 4
Z _
w .
Q: 2
_J
O 0
♦ All exterior arch portions are to be flashed for protection from weather and sunlight. In addition, N w
all areas of built -up epoxy are to be painted with System 3 LPU Topside Paint for further UV w
protection. N u.
w o ..
LL ?
w .
z �
o
zF-
♦ If the roof purlins must be cut to permit construction access for installing new arch segments 2 w
(Arches 6 and 8), cut only as little as necessary, It's feasible to design a saddle type
n o'
connection that would reconnect the shortened purlins, but it will need to be installed from -- --
above. It may be simpler and cheaper to sister another purlin adjacent to the exisitng and ° ~
connect to the two adjacent arches the same way the existing purlins are connected. 0
♦ Installation of the Impel rods may stop as close as practical to the exterior face of the CMU wall z
provided no new decayed portions are discovered there.
♦ Where the arches are close to a CMU wall parallel to the arch, the Impel rods may be drilled
from one side only, drilling per recommendations on sheet S3.
♦ Portions of the CMU wall may be removed directly below the arch if necessary for construction
access. Replace in kind.
Biucbunai Engineers
C T
F N C I N P
rj
Lea l S ALP
kr r PlOitrt:.
2062850618 CT ENGINEERING PLLC 271 P05 OCT 30 '01 16:38
Structural and Civil (Engineers
- Date.
Client sp,°
Page Number:
150 Mc/croon St.
Suite 302
Seattle, WA
98109
(20G),28S -4512
FAX:
(206) 28$.0618
CS) Ft5
Structural end Civil Engineers
2062850618 CT ENGINEERING PLLC
C T �
Protect: L 6 f SIQD
Clie it: St _
SX
1 CPc StDE
c2JA -1
Kf (3' �$
271 P06 OCT 30 '01 16:38
Date:
91
Page Number:. ~ J G I C I
160 Nickerson S.
Suite 302
Seattle, WA
98109
(206) 2.85-4312
FAX:
(206) 283-0618
•
Issued by: Rick Wyble
CT
E N G : rJ E E R I N G
Owner Approval by:
Distribution:
Kevin Chinn f (425) 898 -0885
Chinn Construction, LLC
PO Box 2137
Redmond, WA 98073 -2137
Structure' Engineers
2062850618 CT ENGINEERING PLLC
PLLC
BULLETIN
4.
I
271 P07 OCT 30 '01 16:39
180 N'ICkason St.
Suite 302
Seattle, WA
98109
(206) 285-4512(V)
(206)285.0618(F)
Date: Se tember 10 2001 Number: CT -1 Project #: 01051
Project Name: Lewis and Clark Bowling Alley Repair Attached: CT!.1
Subject: Shoring Post at Glued Laminated Arch
Drawings affected:
Description /Action:
Where a portion of the glued laminated arch is to be removed and replaced, the shoring post may
now be installed vertically as shown on the attached sketch.
The shoring occurs on one end of the three -hinge arch and assumes that the center hinge of the
arch is supported at the same time. Additional stabilizing cables and other supports may be
required depending on the sequence of construction and other conditions that will arise in the
course of construction. Please call with any questions.
Jason Horning f (425) 455-8165
Sterlin, Realty Organization
600 106th Ave, NE Suite 200
Bellevue, WA 98009 -1725
Date: September 10, 2001
Date:
;
2062850618 T ENGINEERING PLLC
L fr" C T 1111.131.
Project'
Client:
U
14w 4.
1 1 I
structural and Civil Engineers
0
Date:
u
271 P08
Page Number
L— 4
\1L- it=u3
• ,
0
OCT 30 '01 16 : 39
Suite 302
Seattle, WA
96109
12061 2054512
TAX:
(206) 286416113
\ #
7 TI
4 4 CUL', KiTT7-::4
(FoLL
-( k. f
tkkizr-;H;
f.'LeCtiv\
\?..)LLous3
2 I
74, 06C,
WI 1)) I i)-tr.
2062850618 CT ENGINEERING PLLC
CT
E N G I N E E R I N G
Date:
Project Name:
Subject: Revised Knee Brace Detail — Arch 9
October 9, 2001 Number:CT -3
The knee brace detail shown in Bulletin CT -2 (Sht. CT2.2) is to be revised as shown:
Structural Engineers
Issued by: Rick Wyble
Owner Approval by:
Distribution:
Kevin Chinn f (425) 898.0885
Chinn Construction, LLC
PO Box 2137
Redmond, WA 98073 -2137
PLLC
BULLETIN
Lewis and Clark. Bowling Alley Repair
I
Jason Homing f (425) 455 -8165
Sterling Realty Organization
600 106 Ave. NE Suite 200
Bellevue, WA 98009 -1725
271 P09 OCT 30 '01 16:40
Project #: 01051
Attached: none
CZ') A fJ
Date:
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206) 285-4512(V)
(206) 285-0618(F)
g (v
ON l= SI De
c Uj 0(11-1 lSi arJ
Date: October 9, 2001
r, �e.«± s.: ?p•• � ..vei�ntay...�:i�t. i'� >.
structural Engineers
2062850618 CT ENGINEERING PLLC
E N G I N E E R I N G
Date: October 24, 2001 Number; CT -5 Project #: 01051
Project Name: Lewis and Clark Bowling Alley Repair Attached: none
Subject: Repair Detail for GL Arch Seat
Issuadby: Rick Wyble
Owner Approval by:
Distribution:
Kevin Chinn f (425) 898.088
Chinn Construction, LLC
PO Box 2137
Redmond, WA 98073 -2137
PLLC
BULLETIN
271 P10 OCT 30 '01 16:40
The steel connector for the GL arch connection may be repaired as shown where the upper
restraint tab was removed to facilitate installation of the new. GL arch segment
180 Nidcason 8 .
8uile 302
Scottie, WA
98109
(206) 285- 4512(V)
(206) 285.0618(F)
Date: October 24, 2001
Date:
Jason Horsing f (425) 455-8165J
Sterling Realty Organization
600 106 Ave. NE Suite 200
Bellevue, WA 91t009 -1725
2062850618 CT ENGINEERING PLLC
CT
E N G I N E E R I N G
Date: October 17, 2001
Project Name: Lewis and
Subject: Splice Detail for Purlin Next to Exterio!A of
Structural EngjIneera
Up to 16" of the existing puffins may be removed to permit access for GL arch segment installation.
Install 6x12 segment as shown and reconnect to GL arch.
Issued by: Rick Wyble
Owner Approval by:
Distribution:
Kevin Chinn f (425) 898 -0885
Chinn Construct° T.LC
PO Box 2137
Redmond, WA98073 -2137
PLLC
BULLETIN
Number: CT-4
ark Bowling Alley
EXPIRES 7/27ja
Jason Horning f(425) 455 -8165
Sterlin Organization
600 106 Ave. NE Suite 200
Bellevue, WA 98009 -1725
271 P11 OCT 30 '01 16:41
Attached: none
Project #: 01051
180 Nickerson S1.
Sine 302 ..-
Sable, WA
98109
(206) 285.4512(V)
(206) 285.0618(F)
Date: October 17, 2001
Date:
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EN G l N F E R I N G
Date:
Project Name:
Subject:
Up to 16" of the existing purlins may be removed to permit access for GL arch segment installation,
Install 6x12 segment as shown and reconnect to GL arch.
Issued by: Rick Wyble
Owner Approval by:
Distribution:
Kevin Chinn f (425) 898 -0885
Chinn Construction, LLC
PO Box 2137
Redmond,, WA 98073 -2137
Structural Engineers
2062850618 CT ENGINEERING PLLC
PLLC
BULLETIN
October 17, 2001 Number: CT-4
Lewis and Clark Bowling Alley Repair
Splice Detail for Purlin Next to Exterior wall
Jason Horning f (425) 455 -8165
Sterling Real O
600106' Ave. NE Suite 200
Bellevue, WA 98009 -1725
271 P12
OCT 30 '01 16:41
Project #: 01051
Attached: none
180 Nickerson St,
Suite 302
Settle, WA
98109
(206) 285- 4512(V)
(206) 285.0618(E)
Date: October 17, 2001
Date:
x
Owner
x '
Contractor
Architect
x
Building Dept.
Engineer
10/30/2001 16:56 2067232221 OTTO ROSENAU ASSOCSS PAGE 01/01
0 110 ROSENAU & ASSOCIATES INC
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA
Tel: (206) 725.4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723-2221
WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
CONSTRUCTION INSPECTION REPORT
Report'Number: 001
Inspedtlen(s) Performed; Structural Steer ErectlonNWeids
Project Lewis & Clark — Bowl Permit Number: D 01197
Address: 15820 Tukwila International Blvd., Tukwila Job Number. 01-663
Client Sterling Reality Organization Architect
Contractor: Sterling Reality Organization Engineer. CT Engineering
Inspector
and Date
Coples to
This report applies only to the items tested or reported and Is the exclkslyo, p operty of Otto Roeenau a Asaooiatea, Inc. Reproduction of this report,
except In full, wlthout.wrltten permission from our firm is strictly prohibited.'
Page 1 of 1
Form No,: T -104
Revised: 02/01
Remarks
On site to perform special inspection on field welding per AWS D1.1, AISC and approved drawings.
1. Verified building permit and approved drawings.
2. Verified welder WABO Certifications: Alan Paris, exp. 10 -1 -02, *PAR -80- 33398, SMAW, all position.
3. Performed visual weld inspection on Glulam arch seat per revision CT-5 on arches #6, 8 and 9; south
side of building. Welds and workmanship were found to be in conformance.
Reviewed by:
OTTO ROSENAU ASSOCSS PAGE 02/02
OTTO ROSENAU & ASSOCIATES, INC.
Geotechnical Engineering, Construction Inspection & Materials Testing
6747 M. L. King Way South, Seattle, Washington 98115 -3218 USA
Tel: (206) 725 -4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723 -2221
WBE W2F5913884 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com
10/30/2001 17:00 2067233R
30 October 2001
City of Tukwila Building Division
6200 Southcenter Blvd.
Tukwila, Washington 98188
Project: Lewis & Clark Bowl Permit Number: DO1 -197
Address: 15820 Tukwila International Blvd. Job Number: 01-663
We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans
and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of
our handwritten reports.
All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should
not be considered as a warranty for conditions and/or details of the building.
Items inspected are:
JLP /jp
L Structural steel erection/welds
Sincerely,
ROSENAU & ASSOCIATES, INC.
v Jane L. ParvW
Corporate Officer
cc: Sterling Reality Organization
fax c: Claim Construction
•
May 6, 2002
Jason Horning
600 106th Avenue NE
Bellevue, WA 98004
RE: Permit Application No. D01 -197
15820 Tukwila International Boulevard
Dear Permit Holder:
Guy of Tukwila
Based on the above, you are hereby advised to:
Department of Community Development Steve Lancaster, Director
In reviewing our current records the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit
issued by the Building Official under the provisions of this code shall expire by limitation and become null
and void if the building or work authorized by such permit is not commenced within 180 days from the date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 days.
• Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a
progress / final inspection
A progress inspection is intended to determine if substantial work has been accomplished since issuance
of the permit or last inspection; or if the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve a one -time
extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to June 25,
2002, your permit will become null and void and any further work on the project will require a new permit
and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Stefania Spencer
Permit Technician
Xc: Permit File No. D01 - 197
Bob Benedicto, Building Official
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665
Reid iddleton
Dear Mr. Griffin:
Sincerely,
Reid Middleton, Inc.
Kali . Yam . tsuka, P.E.
Proje t Manager
August 8, 2001
File No. 26 -01- 005- 012 -01
Mr. Duane Griffin
City of Tukwila
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
■�A+r 'ra CY. va
t t.�,t - ice x
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AUG C; 9 2001
COMMUNITY
DEVELOPMENT
Subject: Building Permit Plan Review - First Submittal
Sterling Realty Organization — Lewis & Clark Bowling Alley (D01 -197)
We reviewed the proposed project for compliance with the structural provisions of the
1997 Edition of the Uniform Building Code as amended and adopted by the City of
Tukwila. There are no comments pertaining to this submittal.
Enclosed are the drawings, structural calculations, and correspondence from the
engineer for your records. If you have any questions or require any additional
clarification, please call.
Adina Prisecaru
Project Engineer
bjr\ 26se\ planrevw \tukwila \01 \t012r1.doc \ap
cc: Jason Horning, SRO Washington
Chuck Dinsmore, CT Engineering Oregon
Alaska
Engineers
Planners
Surveyors
Reid Middleton, Inc.
728 134th Street SW
Suite 200
Everett, WA 98204
Ph: 425 741 -3800
Fax: 425 741 -3900
July 19, 2001
Dave Swanson, P.E.
Reid Middleton
728 - 134th Street SW, Suite 200
Everett, WA 98204
Sincerely,
Brenda Holt, -
Permit Coordinator
City of Tukwila
Steven Al. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
Structural Review
Sterling Realty Organization — L & C Bowl — (DO1 -197)
Dear Mr. Swanson:
Please review the enclosed plans and documents for structural compliance with the 1997 Uniform
Building Code.
If you should have any questions, please feel free to contact me at (206)431 -3672.
Permit File No. D01 -197
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665
Sent By: CHINN Construction, LLC;
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INSPECTION NO.
0 Approved per applicable codes.
INSPECTION RECC )
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
Corrections required prior to approval.
Inspector: n n '?.4 Wir
Date: 3- IS-0
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN
THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.
MEMO FOR RECORD
DATE: 5/24/01
FROM: Duane Griffin, Bldg Offl
Subject: Lewis & Clark Bowling Alley
I talked to Jason Horning, 425- 455 -8169, Property Manager, on 5/22/01 regarding the
status of the building. He said the bowling alley is moving out immediately and the
owner of the property isn't sure what they are going to do yet. Jason said they were
talking to their insurance company to see if they could get insurance on the building. He
said there is a possibility they might demolish the building, depending on what the
insurance company says, and some other factors.
I told him that I was calling to make sure that the building was going to remain vacant
until engineered repairs have been permitted and completed. He said he understood that.
He said that they have had an engineer evaluate the damage and the engineer had thinks
the glu -lamb arch beam, shown on the attached picture that is damaged at the top, can
possibly be repaired by routing out the damage and filling with epoxy. Horning said the
engineer said that the structure was originally overbuilt structurally and he doesn't think
there is danger of immediate collapse.
I will follow up in about 45 days to see if anything has been resolved.
I talked to Steve Kohler, Fire Marshal, this date, about this subject and he said the fire
dept is aware of this situation and they have the building classified as one not to enter in
case of fire.
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Plan and Notes
Emeregen Repair of Lewis and Clark Bowling Alley
15820 Tukwila International Boulevard
Seattle, Washington
.�
NO.
REVISION
DATE
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CT
E N G INEERING
PLLO
Structural Engineers
180 Nickerson Street Suite 302 Seattle, WA 98100
209,296,4612 (V) 209 286,0619 (0) .__._....._..._,
PEWIT Si0g111TAL
4/5/01
ENG R : CD ICAD: DWH IPLOT:4/5 /01 ! 0105151
JOB I4: 0,051
_
I EXPIRES. 7/27/2001 1
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BAOKPLATES ON p�ST ARCH EXISTING ARCH
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THAN 307E OF ORIGINAL THICKNESS. (3) EXIST THRU BOLTS
REMOVE EXISTING PAINT AND PREPARE
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SCALE: 1' • 1' -ID'
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BY OTHERS
EXIST. NAILER I \ GL ULAM ARCH
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NOTE RE: DE 1, 2, 6 & 7
FLASHING AND WATERPROOFING DETAILS EHOLLt4 HERE
ARE SCHEMATIC
kWfffJMp R CONTRACTOR G CONSULTANT TO S. AND TO TAKE
PER DESIGN.
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GLULAM ARCH
8. -6.
SCALE: 1 V2' • I' -0'
f
SCALP: 1' • 1' -0 •
SCALE: V2' . 1'-0'
2
HEAD FLASHING DETAIL
3 I FLASHING DETAIL
5 THRUST BLOCK PLAN
STYROFOAM
CG ARCH
REMOVE EXIST. ROOFING AS RECL
REROOF WHEN CONSTRUCTION
IS IS COMPLETED
1' DIA BOLTS TS
C6) UIINII
AND WASHERS (4) PLACES
� - S/S X 24' X 4' -8'
EACH SIDE
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EXIST. REIhF.
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REPLACE Ii X 301/8 GLULAM
SECTION .6 AND IS ^ _ ..,,,- •.,:,,,. 1 ..
FILLER
__416A
NEW GALV. METAL
AND SEALANT
EXIST. CMU
FLASHING
BY OTHERS
■ I
ADD ADDITIONAL
\ LAYERS TO MATCH
EXIST. TAPER
\ CONK KEODPLATE p
REVIEWED
AUG - 8 2001
o S'
o
(3)1' DIA BOLTS o
W/ NUTS 3 9LASFiERB le o l° �
-
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DISCON
REMOVE EXIST.
3/4' DIA. LAG SCREWS
REID MIDDLETON, INC.
EACH SIDE
T Sr
SHORE EXIST. GLULAM ARCH
UNTIL NEW SECTION IS ��
REPLACED t CONNECTED
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-2'
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REMOVE SIDES • BOTTOM
NOTE: AS REQ. FOR ARCH REMOVAL
COORDINATE MECHANICAL �1
AND ELECTRICAL EXISTING
CONDITIONS.
SCALE: 3/4' • I'-0'
SCALE= V2' • 1' -0'
BY
SCALE= I I/2' • I' -0'
7
SILL FLASHING DETAIL
8
SECTION
9 I THRUST BLOCK ELEVATION
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MATERIAL AND FILL
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J �• D 4 INSTALL
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SCALE- NONE m
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SCALE: NONE b
SCALE: NONE
4
SCALE: NONE
1
ARCH NO. 1 DETAILS
22 ARCH NO. 2 DETAILS
3
ARCH NO. 3 DETAILS
. �^y
ARCH NO. 4 DETAILS
5
ARCH NO. 5 DETAILS
EXIST CONC.
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----,11- EXIST
SCALE: NONE_ i;
SCALE: NONE
ARCH NO. 6 DETAILS
7 ARCH NO. 7 DETAILS
8
ARCH NO. 8 DETAILS
10
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MULLI W/ CAP PLATES
IN GOOD DRILL AND INSTALL _ • ' . • 6' �� //
- .•.• ' 9
SEE NOTES ••.••
12 NOT USED
... -. ` - ....
, OP. DRILL AND INSTALL
IMPEL I FROM SURFACE. APPLY 12'T TREATED . • • • ��. 9'C” StN ICAL
•
FOR EPDXY ' y� • SEE NOTES
FI LLER BOTHSIIDES
..
12' TREATED PLYWOOD �
TOP AND BOTTOM
WHEN EPDXY FILLER
CURES AND HARDENS /�
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• '
. ' • EXIST IM AM 30 1/S GLUL,
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REMOVE Dc'TEI 1ORAIED �t.TERIAL ST EEL COLUMNS
' WOOD TYPICAL
APPLY I/2 TREATED PLY
' ' EXTERIOR SIDE AS FORM FOR EPDXY
TO
// y
14 FILLER THROUGHOUT PLYWOOD
(INSIDE) REMAIN FOR VISIBLE SURFACE PAINT
PLYWOOD AS DESIRED. TYPICAL
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_ EXIST. GMU WALL
GLULAM ARCH INSPECTION BY
82S 2ND STREET SUITE E
MUKILTEO, WASHINGTON 98215
KINGSLEY DRAM PE.
(425) 3-48-0511
1n 1 1 ,H,ET 5 n
SCALE: NONE
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I 9
ARCH NO 9 DETAILS 113
NOT USED