HomeMy WebLinkAboutPermit D98-0194 - BEGINNING PRESS - TENANT IMPROVEMENTD98 -0194
13075 Gateway Dr.
Beginning Press
CERTIFICATE OF OCCUPANCY
CITY OF TUKWILA
6300 SOUTHCENTER BOULEVARD, SUITE 100.1
TUKWILA, WASHINGTON - 98188
,, . ,,,, ...,, , • 4 7,
THIS CERTIFICATE ISSUED4ARSUANT JO THE REOUIREMENTS.gECTION 109 OF THE
UNIFORM BUILDING CODE THAT AT THE TIME OF ISSUANCE THIS STRUCTURE
WAS IN 'COMPLIANCE WITH VARIOUS S ORDINANCES OF THE'CrWREGULATING BUILDING
. , ,,-• .
,., ,
CONSTRUCTION OR USE.'AND ' ALL APPLICABLE CITY FIRE CODES': FOR THE FOLLOWING:
,• .
Occupant: BEGINNING 'PRESS
Building Addi'ess: 1307 GATEWAY DR SUITE 300
Pi oel - g: — 000480-0010 ,
Owner
,
EAST VALLEY .34 LLC • ,,
.•
OoOupanoy:
OcouoanS/
THIS
• ,`
TEN NTTMPROVEMENT TO CREATE NEW OFFICE SPACE.
' , •1
Peiniit No I98-0194
Su1e ! 3 op,,
'`•
OCCUPairt •
Type of COTOt:
_.- ._ _,...„,...,:....... __ _
..., '••• •," •,,,*- IATE
. ii.$,Ir • . •
,..r.i.gy,• . '.. '
,...9.--,..e .
.4f.'eri
. -!!hil... • •
.,, •, , .."..;,,, ,
• •*'••• •
• 0 • = .% •
• •,•', ••.f
,
,.. ...
CERTIFICATE MUST BE--CONSPICUOUSLY POSTED citirpt,PREMISES
•.: .,....,.,.., :: •., -, ,-
,: ,,,, :. „,, .:: , , , ,..;.•.'4, ,..0 . .., ,
• • '
City of Tukwila f
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
Contractor License No: SGACO * *084BS
OCCUPANT BEGINNING PRESS
13075 GATEWAY DR SUITE 300, TUKWILA WA 98168
OWNER EAST VALLEY 34 LLC Phone: 206 728 -1130
C/0 TEUTSCH PARTNERS, 2003 WESTERN AV SUITE #300, SEATTLE WA 981
CONTACT JOHN WALKER Phone: 206 728 -1130
2001 WESTERN AV SUITE 330, SEATTLE WA 98121
CONTRACTOR SGA CORPORATION Phone: 206 778 -2191
6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036
r***************************************************** * * * * * * * *,k ** * ** * * * * * * * * * * * * * * **
Permit Description:
TENANT IMPROVEMENT TO CREATE NEW OFFICE SPACE.
k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 170,000.00
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: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 2,045.96
k****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** *fir * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature:
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
000480 -0010
13075 GATEWAY DR
300
SUITE 300
NOFF
DEVPERM
001
North:
UNKNOWN
.0 South:
Sewer:
Slopes:
DEVELOPMENT PERMIT
Occupancy: OFFICE
UBC: 1994
Fire Protection: SPRINKLERED /AFA
.0 East: .0 West: .0
Permit No:
Status:
Issued:
Expires:
Streams:
Date:
Date: 2
(206) 431 -3670
D98 -0194
ISSUED
07/17/1998
01/13/1999
7--/7-ff
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 am authorized to sign for and obtain this
development per itrik
L 1w V�
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
Permit Conditions:
CITY OF TUKWILA
Permit' No: D98-0194
Address: 13075 GATEWAY OR
Suite:
Tenant:
Type: DEVPERM
Parcel #: 000480-0010
*.t**k**k*.********kA.J..***4*k***k******kk*A****A*kkAkkkh***********.A**kk4*k***
Status': ISSUED
• Applied: 06/05/1998:
Issued: 07/17/1998
1. No changes will be made to the plans unless approved by the
Architect'.or Engineer and the,Tukwpa_Building Division.
Plumbing permits Shall...,ber,:,Atained'WrOgh..the Seattle-King
County Department4f:PUbI1 t kealth.PlbMi4ngwill be
inspected by that.:,:agency, . all giS':
(296-4722).
3. Electrical pOiiiits,shalT.. be Obtailied,thrOygh
"State DiVitib ofLibor''and Industries and(16Wele61cal
work witi,jle inspected by that ageriOVA,243-6630)....,,„,
4. All mecharilca4 Work shall be under separate permit. ;iss6ed;by
the CttYvbf'Tiikwila....' ,
5 All perMits.-inSpectionrecOrds, and approved
avaistableat the Job Site 'prior to the 'start of,ianyO6n-
• •
structlonThese documents'are,'to be maintainedandaVall
• able!../Untilfinal inspection *Proval is granted.
6. All structural concrete - shall be special inspected
-,ec-;306(a)1)..
7. Alt we1dint hal1 be-dOne by.V;A.B.O. certifje'd
,
welders and SpOCial insPected '(UBC;-Sec. .306(a).5).
,
8. BOTtS installed.in-Concete,shall,be' inspected
(YEtc
,
9. When:spectal:insPectionisreguired.:either the ownep.,„
architect, englneershall nOt'Ify tlleCTUKkvi,la
PiViSjon:ofappointment of the jriSpeCtiOn
thefjrst..b inspection. (`..60eSiA3f-atl,:!specia
insOeOtiOncreports shall be subOtted\toithe,Buitdincr.,,
DiviSton in a timely manner. ReportsiShati,:Contain addreSSY
proiectname, perMit number and'tv0e,ofinspection be inc
• performed.
10. The special inspector shall submit a final
1
stating whether the work ''requiring,speclal inspeCtionWas,
to the best' of the' inspector'S knoWledge, in conforAance
with approveti:plans and spectficatjons and the appOable
workmanship proVisions of the UBC.
11. Any new ceiling-gOd and 1 ight:'11,xtUre installation is
required to meet lateral,bracing reciuireme Seismic
Zone 3,
12. Partition walls attached to'ceiTing must be laterally
braced if over eight (3) feet in length.
13. Engineered truss drawings and calculations shall be on site
and available to the building inspector for inspection
purposes. Documents shall bear the seal and signature of a
Washington State Professional Engineer.
14 Any exposed insulations backing material shall have a Flame
Spread Rating of 25 or less, and material shall bear identi-
fication showing the fire performance rating thereof.
15 All construction to be done in conformance with approved
plans and requirements of the Uniform Building Code (1994
Edition) as amended, Uniform Mechanical Code (1994 Edition),
and Washington State Energy Code (1994 Edition).
16. Notify the City of Tukwila Building Division prior to
ulacing any concrete. This procedure is in addition to any
•
requirements for special inspection..
17. Mechanical ventilation is required for this tenant space.
Ventilation system shall be approved and instal led "prior to
tina1 inspection apprava1 and certificate of occupancy. A
.separate mechanical permit is required for this 'work.;
1 8 . ` ;There' s h a l l ` be no .occupancy ° of the bu i l d i na ( s ) un t i 1 the
f inal inspection has been completed, by the Tiikwila:,Bui iding
Inspector.
1 P. .CERTIFICATE OF OCCUPANCY WILL BE REQUIRES) FOR THIS : %PERMIT.
20 Validity, of Fermi t. The issuance of :a .oermi t or approval of
plans. spec Ifi cat fans. .and ;computations ; shall not be con-
strued.to be a permit tor: or an approval ot.: any violation
of any of the provisions : of the building code or of any
'other ordinance of the jurisdiction. No permit presuming`; to
authority to 'violate or canoe l .,tl.e provisions of this
code shall be valid:
Project Name/Tenant:
Gateway Bldg 10 Beginning Press TI
Value of Construction:
$170,000.00
Site Address: City State /Zip:
13075 Gateway Drive Ste. 300 Tukwila, WA 98168
Tax Parcel Number:
000480 - 0010 - 07
Property Owner:
East Valley 34 LLC, c/o Teutsch Partners
Phone:
(206) 728 - 1130
Street Address: City State /Zip:
2001 Western Avenue, Suite 330 Seattle WA 98121
Fax #:
(206) 728 - 0935
Contractor:
SGA Corporation
Phone:
(425) 778 - 2191
Stre�tAddres Street SW Ste. 200 Lynnwooci
4
Fa 4 . 25) 778 - 2196
Architect:
Allbee Romein
Pho e:
(2 06)292 - 9101
Street Address: City State /Zip:
911 Western Ave. Ste. 201 Seattle, WA 98104
Fax #:
(206)
292 - 9102
Engineer:
Shutter Consulting Engineers
Phone:
(425)
450 - 4075
Street Address: City State /Zip:
12503 Bel — Red Road, Ste. 100 Bellevue, WA 9800E
Fax #:
(425)
450 - 4076
Contact Person:
John Walker
Phone:
(206)
728 - 1130
Stre 2 Pt u l l re �? stern Ave. Ste. 330 Seattle, it y 9 S�e/ p:
- Fax 1:20
728 -0935
Description of work to be done:
Tenant Improvements for Beginning Press
Existing use: ❑ Retail ❑ Restaurant
❑ Church ❑ Manufacturing
❑ School /College /University
❑ Multi- family ® Warehouse ❑Hospital
❑ Motel /Hotel x Office
❑ Other
Proposed use: ❑ Retail ❑ Restaurant
❑ Church ❑ Manufacturing
❑ School /College /University
❑ Multi- family x Warehouse C71 Hospital
❑ Motel /Hotel ❑ Office
❑ Other
Will there be a change of use? ❑ yes El no no
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes tx1 no
fire alarm ❑ none ❑ other (specify)
Existing fire protection features: x sprinklers El automatic
Building Square Feet: 36,463 S F existing
Area of Construction: (sq. ft.) 6,600 SF
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no
Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets
Commercial / Multi- Family Tenant Improvement / Alteration Permit Application
CITY OF TU(WILA
Permit Center
6300 Southcenter Blvd., ,Suite 100, Tukwila, WA 98188
(206) 431 -3670
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE, FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization /Striping ❑ Curb
❑ Fire Loop /Hydrant (main to vault) #:
❑ Land Altering 0 Cut
❑ Sanitary Side Sewer #:
❑ Storm Drainage ❑ Street Use
❑ Water Meter /Exempt #: Size(s):
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s):
❑ Miscellaneous
cut/Access /Sidewalk ❑ Flood Control Zone
Size(s):
cubic yds. 0 Fill cubic yds.
❑ Sewer Main Extension
❑ Water Main Extension
0 Deduct
Est. quantity:
❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
gal Schedule:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and
is subject to possible revision by the Permit Center to comply with current 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:
Date application expires:
Appl ion taken • initials)
PLEASE SIGN BACK OF APPLICATION FORM
CTPERMIT.DOC 1/29/97
BUILDING 0 R OR` 1 T �f ' I ZED AGENT:
Signature: d / `. ° /� j
*
Date: 5,
i
Print nam ( 0X) a
Phone:
Fax #
Address f/ ��
��/t'S C.',r'il� .� V�f= JIC
, ,
�.:�(i
City /Sate /Z ,
Ct� JCL
w`
9(6/0/
ALL COMMERCIAL/MULTI -FA ► Y TENANT IMPROVEMENT /ALT' TION PERMIT APPLICATIONS
MUST BE SUBMITTED WITH THE FOLLOWING:
➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
STRUCTURAL ENGINEER OR CIVIL ENGINEER
)> ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Complete Legal Description
❑ ❑ Metro: Non- Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H -13). Business Declaration required (Form H -10).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
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)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only)
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of
water supply to sprinkler vault with documentation from contractor stating supply line will meet or
exceed sprinkler system design criteria as identified by the Fire Department.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions.
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of
Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5)
❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
CTPERMIT.DOC 1/29/97
•
Account Code
000/322.100
000/386.904
•,I1ITY: or TUKWILA. . • ' :. •
•L'IRANSMIT Number::P9700795r.AmoUnt 1„241 .•
PayMent Metnodr. CHECK NOts'i ion: GATEWAY BUILDING• un 131.11
Permit No: D9870194 Type: DEVPERM DEVELOPMENT PERMIT..
Parcel No: 0004t30-06.14
Site Address: 1307:1 GATEWAY DR
Lcication: SUITE 300
Total Fees: • . 2.04!51.96 ,
This Payment I.241,;75 Total: ALL Pmts: 2:4045 . •
,•
Balapc5f: . • .00
:4,kkl%*1‘A.**.kk****.A*A**k*.***/
Description. Amount. •
BUILDING 7 NONRES 1
S!'tATE BUILDING SURCHARGE 4'6=50
•
RECEIVED
•
JUL 2 g 1998
COMMUNITY
DEVELOPMENT
.4R
C I: TY OF T.1.11( WILA. 'OA • : • • .TRAN5NTI
*;$C A.* * .c k * * * * * * *•,V.A.* * * * * * * :A *
TRANSMIT Nt.tmber P.97'0()776 Amount.: 804.21 06/05/98 10::.0•0
Payment; Methcd: CHE.C1( Notation; EAsT VALLEY 34 In t rir
Perini t No: 1)98-0194 'Nue: DE:'..011RM )EVELOPMENI PERMIT
Parcel No: (;100480 -0010 •
S ite Address:. 13075 GA TE.131AY Dft
f o Fees: 2.045;96
This Payment 804 .21 1ct1 tL huts ; 804.21 •
o ance„
AA*** * * * * *****/ *it * 1‘. 1; * * k * * * * 4 * *** * *
•
Account Code D't.ri pt ion .Amaunt • '..
000/345.830 PLAN CHECK NONP.ES . 804.21
2664 06/0B 1717 TOTAL 804.21
-: •
Project:
h 11 �
Type of inspe ion:
Date
i
Address: (
called:
Special instructions:
2 -' 3D
Date wanted: ?� f /��g
Requester:
Phone No.:
11
Approved per applicable codes.
f Receipt No.:
I
INSPECTION RECp9D
Retain a copy with _ mit
INS E TION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION t / q 4- /
6300 Southcenter Blvd., #100; Tukwila, WA 981 x -3670
Corrections required prior to approval.
$42.00 REINSPECTI • N FE ' REQIIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.
Date:
Project:
Type of inspection
Address:
Date called:
Special instructions:
2.3
Date wanted:
a.m.
Requester: ,, / r r‘;
,.-+
Phone No.:
�h:' .�"= . 'l' t Cf'tv.r.'i'���'•`rn� + ; ;�;�"tx�•,�� �E�+` i' ya,:'« ��; ��> � . «•.� , r . 1»:� . .�;. 4,. �y� . ;G"yi` v w �, -.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100,' Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
e..L(241z
)- 4-74J 4 — Ls
Inspector:
r I
4
/ 77,,j /e % - i
44,4 c--.6-
INSPECTION REC
Retain a copy with 3 Chit
F9.-/tVY
PERMIT NO.
(206) 431 -3670
K Corrections required prior to approval.
Date : .
$42.00 REINSPECTI% FEE REQUIRED. Prior to Inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No,:
Date:
Project f .
p
Type of inspection jn501 Cj f,,y
AM J
� �
Date called: C�
Special instructions:
Date wanted: eJ erft
O p.m.
Requester:
Phone No.: e 4 Jam" /O
COMMENTS:
Inspector:
Date:
6ge 7- V (z /r�C c-1 i2 S
$42.00 REINSPECTION - E REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
. "'--- .4 727%. ''fi { 7 : ti ; t^4 Ar7, ' : r;a::' .rx3; -. w"s.MV,X M. 7 •
INSPEC ION NO.
INSPECTION REWIND
Retain a copy with Vinit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
DcW-ooti
PERMIT NO.
(206) 431 -3670
Approved per applicable codes.
Corrections required prior to approval.
Proje 3 ./A jt46.'07
: - of ins • -c n:
- ,
Ad • _ • t iz
• y a
Date called:
�J
Special instructions:.
Date wanted:
a.m.
p.m.
Requester:
Phone No.:
Receipt No.:
INSPECTION RECJ9D
Retain a copy with nit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
OZ(e.//v& &/e7
Inspector:
PLC
Date:9 1 /
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
PERMIT NO.
(206) 431 -3670
Project:
( PI n Wk-
1
l#
Type of inspect' i
2.7r
, e� (oil C c P
Addres :
t
Date called:
Special instructions: `
a.m.
ate wanted: 8
f P.m.
Requeste�
Phone N y6q D sIV
77171177r "77
INSPECTION REC
Retain a copy with
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Approved peapplicable codes.
I Inspector:
1
(206) 431 -3670
Corrections required prior to approval.
$42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project:
k�vrtr
`�y
'/Ip
4 �i.
Type of inspectign•
l�l yr
Date called: 3 / 2 U
Date wanted: / 317
O ((
Address: 6.
a. .
Special instructions:
Requester:
Phone No.
F(q — b;i0
Inspector;
fI
Receipt No.:
08
10 ski era o.- , , , - .r- .- ».: :• "...- : ».-,•- ,,•r
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., ;Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
INSPECTION REC D
Retain a copy with nit
$42
Date:
Date:
-001
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
SPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Bldd., Suite 100. Call to schedule reinspection.
Project: ` • (-' SC,
t
t , t \l�� C
of inspection:
C� Wa�.�
Address: pp
j J C��) c � C-- C� -�-�Xt c
Date called: ��^^ (�
?S" ` 6
Special instructions:
I
Date wanted: S_ (9
a. . '
Requester: ►. D i
Phone No.: ? ( ( —US U
1
�`ti�r�7.;..'1..}�.v -`t' � Ie�t,?!f. 1.`"y.y i`': r.• ✓�'' 'Y� ^
{
INSPECTION REC /
Retain a copy with nit
INSPEC ON NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd.,,1.( Tukwila, WA 98188
L p*pproved per applicable codes.
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS: �. - tU /3
Inspector: i( / Date: �" U
$42.00 REINSPECTIO .FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No.:
Date:
Project:
( r\1\ tY \e/1)2.
Type of inspe
Ion.
Address:
Date called:
-",..../ t
Special instructions:
Date wanted:
p / 7
„ .m.,,
Requester:
(jam
('
_P.m.
Phone No.:
(f
— nS 1 0
voaremmilmOwn
INSPECTION RED
Retain a copy with )b,-/mit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., Tukwila, WA 9818)3
Inspector:
NY.- 0 Ni
L A. Approved per applicable codes.
Corrections required prior to approval.
COMMENTS: f� � ff
`"4114 Gf P - St:'i
_
� n 0 i1/1 Date: r 4,
$42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project:
•*" (I'
' >
! Ii
n: Type of inspec io
/ . A
• ,i, I 11
Addre ss: �.
I ; 6? C
G-
Date called:
-
Special instructions:
Date wanted:
a.m:.
Requester:
Phone No.:
IN ION NO.
INSPECTION RECPRPI
Retain a copy with kjnit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
pproved per applicable codes.
Inspector:
Date:
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
( 14- ‘7 66
r 1 $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule relnspection.
Receipt No.:
Date:
Project: �/
Type of inspect'
Addres `
4 Date
called:
Special instructions:
Date wanted:
/3 - 8
Requester:
Phone No.:
Approved per applicable codes.
Inspector:
Receipt No.:
INSPECTION REC
Retain a copy with
"INS ECTION NO.,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
it
PERMIT NO.
431 -3670
Corrections required prior to approval.
COMMENTS:
5 `00'17
Date :g272 ' gig
$42.00 REINSPEC • ` EE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Proj ct:
91 i n 11-1/11
-
3 /&Q
Type of inspection:
------
i-J
01-'L
Address:' /� I
i
Date called: _
Special instructions:
Date wanted:
a.m.
Requester: ,i
Phone No .2 1-11 - -
O 1
COMMENTS:
Inspector:
I
[Receipt No.:
INSPECTION REC
Retain a copy with it
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Approved per applicable codes. r{, I Corrections required prior to approval.
Date:
Date:
PE
NO.
(206) 431 -3Fy7
$42.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Proje t:
q �./)r A-1'1
: `�C/ac�
Type of inspecti
/� �--� , Z.
Addr ss
/ r 6 14)ra�vc: i Ye
/
Date called:
? - I �- 6 1
_
instructions:
Special l
Date wanted: a.m.
Requester:
Phone No.: '
aOtP- E�f ( -1-3 &cD 1
i!IY'G ;7+.frN:=:p;" f: rg +may c y: ettto+.+c"' ?4 ", .
COMMENTS:
Inspector:
$42.00 REINSPECI'ION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Approved per applicable codes.
INSPECTION REC
Retain a copy with it
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100,' Tukwila, WA 98188
pc 8- 411
PERMIT NO.
(206) 431 -3670
g Corrections required prior to approval:
Projec •
\
- Inn •v
T of in - pection: ..
is A, 1 E.,
r 1 fl
l�cc
Addres�:
Q �
Date called: r^ _�
2S
Special instructions:
Date wanted:
a .
Requester:
Phone No.: 02,114 _
O
MO(
�."�^�'+�'?:.- tai ",�i�'..,. r �,fc"�,'�`�*.+'a'� , rr. �+ xr!- a •N,�c-�iS•,;���y+,.7p"�,c�lrlr�
INSPECT NO.
CITY. OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100,' Tukwila, WA 98188
f Inspect
I
pproved per applicable codes.
INSPECTION RECMD
Retain a copy with it
Corrections required prior to approval.
COMMENTS:
Ail
$4 ' ' REINSPECTI FEE EOUIRED. Prior to Inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
PERMIT NO.
(206) 431 -3670
g
Receipt No,:
Date:
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
k.
Authorized Signature
City of Tukwila
Fire Department
FINALAPP.FRM Rev. 2/19/98
TUKWILA FIRE DEPARTMENT
. FINAL APPROVAL FORM
Address 75 6/i7e1A/47- ))4P.
Permit No.
Retain current inspection schedule
Needs shift inspection
\ Approved without correction notice
Approved with correction notice issued
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
o ci
Suite # 30
Date
T.F.D. Form F.P. 85
. ' •
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 575-4439
— 411E1 SHUTLER
_ • — CONSULTING
= M ENGINEERS, Inc.
12503 Bel -Red Road, Suite 100
Bellevue, Washington 98005
(425) 450 -4075 FAX (425) 450 -4076
STRUCTURAL CALCULATIONS FOR:
Beginning Press
13075 Gateway Drive
Tukwila, WA 98168
PROPOSED BY:
ARCHITECT:
Allbee- Romein
911 Western Avenue
Seattle, WA 98104
(206) 292 -9101
DESIGN CRITERIA:
CODE
FLOOR LIVE LOAD
WIND LOAD
SEISMIC ZONE
•
JOB BEGINNING(kESS
SHEET NO. COVER OF
CALCULATED BY CAH DATE 06/04/98
CHECKED BY DATE
SCALE
JOB NUMBER 9748.02
UNIFORM BUILDING CODE, 1994 Edition
50 PSF PLUS 20 PSF PARTITION LOAD
80 MPH ZONE, EXPOSURE 'B'
III, Z 0.3, Rw=66 -- CONCETE SHEAR WALLS
FOUNDATION DESIGN BASED"ON REPORT #5710- 001 -37 -1150 DATED MARCH 31, 1997
BY GEO ENGINEERS, INC. ALLOWABLE SOIL BEARING 2000 PSF PER REPORT. ALL
FOUNDATION WORK TO CONFORM TO RECOMMENDATIONS OF SOILS REPORT.
RECEIVED
CITY OF TUKWIIA
JUL0
PERMIT CENTER
1Yt801 '14
(
. i ,
•
I
, i 1 r i 1 , 1
I I 1 r ,
.
. I
; i : i i
I , i •
1 I {
I
i !
1 j
i I
i i
1
1
� I
+
•
!
i i
`
1 1 1
f l! I
1�
1
�
!
� ! l i
i
�•
III
i
?
I
!
. . i
I 1
/
I
i
I
i I 1
■
+
I
1
i i i
i t `
f
7,11
i
`,
i
f
I f s
j
j
i
i i
j i i
'.
i ,
•
. "
I
. I ;
t.
c,.,
,...„,„
,
. .......
_
C r
,
. , I i !
-^^
•- .
---: -
- - -
-
.
A
1 f , I
� t'
i
.
___•
.
_..._...
_..
_... . .. __ . _.. . __.. __......__- _ _ _. __ ._._._
- - - -- •'-- - -- - -' - - - - - - -_
• .. _...._____
kiER I
SHUTLER
_III CONSULTING
IOW ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB PK`I NN /I ! 5 f f S
SHEET ND. FL `I OF
CALCULATED BY t /'' H DATE .S -2.7- .'
CHECKED BY DATE
SCALE
1 %; zoo
r1
� 41111111.11111 , UTLER
_• - L ✓NSULTING
11111._® ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
FAX (425) 450.4076
JOB IR66INN1N6- 'PRESS
SHEET NO.
OF
CALCULATED BY C A if DATE J-27-
CHECKED BY DATE
SCALE
0.4vieov . C
T.►asanlo' 4.03 earn limber: 707202501
SEAMUSA 1001 WW1 4:53:40 PM
Pape 1 d 1 Bead Cods: 041
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS USTED
0
Typical Mezzanine Joist
33" TJLXTM OPEN WEB TRUSS I% 24," o/c
'xz% /\\% \\ %\ z \ \z ‘ %\ z\ z% fiNz% / 777`
6
33'4'
Product Diagram Is Conceptual
LOADS:
Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loeds(ps!): 50 Live at 100% duration, 15 Dead, 20 Partition
SUPPORTS: REACTIONS(lbs.)
WIDTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2n4 Plats 3.50' LM Face 1667/1167/2833 . 244 Bioddrig
2 2x4 Plats 3.50" Right Face 1667/1167/2833 2x4 Blocking
- Lull support Top -AN, Approx. clip height 1. 625', Approx. dp width: 7.18'. Allowed choice(s): TOP (NONOTCH), TOP (U.CUP)
- Right support Top.All, Approx clip height 1.625, Approx. dp width: 7.18'. Allowed choice(s): TOP (NO-NOTCH), TOP (LI CUP)
DESIGN CONTROLS:
MAXIMUM
.Shsur(%) 2805
Moment(ML) 23464
Live DM.(in)
Total DM.(in)
- Allowable moment was Increased for repetitive member usage.
- Deflection Crtleris. STANDARD(LL:L1800, TLI240).
- Deflection analysis is based on composite action with single layer of the appropriate span-Mad, GLUED 3 NAILED wood sheathing.
- Concentrated bed requirements for standard non-residential floors have been oalsirlared. :,
•
"mONAL NOTES: •
- IMPORTANT' The analysis presented is output from software developed by True Joist MacMiNan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM product design cdtsde and code accepted design values.
The specific product application, Input design beds, and stated dimensions have been provided by the soflwurs user. This output
has not been reviewed Ws TJM Associate.
- Not all products are readily available. Check with your supplier or TJM tacMical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code BCrA analyzing the TJM Custom product listed above.
- Braclg(Lu): AI compression edges (top and bottom) must be braced at 7 8' do unless detailed °theorise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- The open web truss analysis presented is approximate. All open web busses are custom designed to carry the specific design
loads for each project. Actual truss capacity when fabricated is Imited to that required to resist the specified beds.
•
PROJECT INFORMATION
Gateway Building 010
DESIGN ALLOW. CONTROL LOCATION
2806 2805 Passed(100%) LT. end Spun 1 under Floor loading
22538 23158 Passed(97%) MID Spin 1 under Floor loading
0.518 0.680 Passed(1J766) MID Span 1 under Floor lauding
0.880 1.650 Passed(U450) MID Span 1 under Floor loading
.-
copyright 0 t09? by Thai Jolt MacMillan, a Inked partnership, Bole, Idaho, USA TJLX"' and TJ Beam"' are bsdemarks of Inn Jolt MacMillan.
El
OPERATOR INFORMATION;
Shutter Consulting Engineers, Inc.
Joe Shutter
12503 Bel -Red Road
Bellevue, Washington 98005
(425) 450 -4075
(425) 4504076
- _ I
!
,
1 Uil
f 1
j
I
i ' , ? i
11A) tiAl,:- 133.3_ , i
I
1
I 1` i3 f33.33)I; Vld7'f i,
' ''l
I i� ; ,
I ! 50 r i3 ?.3 I: j66 17 f
i
• s
i
i
i i i ,1 $3 I
i I
1 I
i
•
I I! I I
i
i t ! 1 I f
1 1� i I i i ! i !
HH
I I i
{ !
i
_
I
! 1
1
I
t
•
• 11
1
MIMI' Mir "UTLER
•• - JNSULTING
NEPM_ ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
_ FAX (42S) 450.4076
JOB i)E (WNI JC2 f R5 4
SHEET NO, • FL OF
CALCULATED BY C A H DATE 5 -427q9
CHECKED BY DATE
SCALE
SHUTLER CONSULTING ENGINEERS
Structural Engineers
1300-114th Ave S.E., Suite 250
Bellevue, Washington 98004
(206) 450- 4075
ssss BEAM I.D. : : : :) FB-1 sss Western Wood Lumber Used tss
Dimensions:
Beam span = 18.00 feet (Simple span)
Uniform loads:
w(DL) : 1.167 KLF w(L1) : 1.667 KLF
Reactions:
Left support 10.50 Kips (D.L.) Right support 10.50 Kips (D.L.)
15.00 Kips (L.1.) 15.00 Kips (L.1.)
25.51 Kips'(1.L.) 25.51 Kips (LL.)
Moment:
Maximum positive moment = 114.78 ft-k at x : 9.00 ft
susssssusssusssssssssusussssussssssssssssss
s 5.125 x 33.00 618 Camber : 0.15 in. *
stssstss: ssuusu::::sssstt:uuu
(Fb adjusted for D.O.L. and voluen factor or unbraced compression length.)
Max. stress Allowable stress. Stress t
157.1 psi F$4,= 165.0 x 1.00 : 165.0. psi 95.2 %
= :1480.7 psi Fb : 2400.0 x 1.00 x (0.918 ( 0.991) = 2202.8 psi 67.2 %
ections, Total Load = 0.24 in. :) L/891 Live Load : 0.14 in. :) L/1516
noraced Coepression length : 2.00 feet Total board ft.: 396
:ssss: :s:ssstststs::s:u ssst:::ssssu tttsttttttss
* 6.750 x 27.00 6LB Camber : 0.21 in. . t
ss::::tttt: tss is :::ssssstss:s:susstttsut:t:s:ts
(Fb adjusted for D.O.L. and voluen factor or unbraced compression length.)
Max. stress Allowable stress Stress %
fv : 157.4 psi Fv = 165.0 x 1.00 : 165.0 psi 95.4 2
tfb = 1679.4 psi Fb : 2400.0 x 1.00 x (0.911 ( 0:396) = 2186.4 psi 76.8 %
Deflections, Total Load = 0.34 in.:) L/643 Live Load = 0.20 in. :) L/1093
Unbraced Compression face length : 2.60 feet Total board ft. = 432
Job BEGINNING PRESS
Sheet no.
Calculated by
Checked by
Date 05/28/98
' I : •
1 . . .
! .
i ; . , • , ■ 1 .
. ! .
. ;
15 6
I t! : -6.- 14.1
-I- tdA tt
/
A
i
It 'lc
1
.,1
, 1.s
e ,.....
$45
j
,
1
1
i
I .
1 , ei,r
635
I
1
I ,
;
1 i
V
. .....
L�
1
I
.
I
5,1-AlL I LOAlf rAl FC -0.
0 I is/
51,1A/
, .
11.2
,
1
I
I
I I
•
1/ Ili
.
: .
•
I
;
.
(
- . 1 i Y : I.-
.
•
,
;
;
1
1 , .
, .
i .
; . i ; ; . , :
,
•
, .
. , . .• , ;
. .
.
,
•••,_
. . . ,
. . .
.
,
. .
,
.
. , .
. ...i... • . ---i
i .
. , .
.
, .
. . .
:
.
. • ,
.
, .
. . .
.
.
; ;
• ?..,..... , •
i ,•.'
,
• ,
.
. . , ......_f___
, . • . •
;
. ,
• • . , . . .
•
.
,
.
..
. . , . . .
. :
•
• , . I
•
.
.
. .
.,
I
.
. ,
''' - 7 -* t• .
.. .
. .. , .
, . . . .
. . .
•
. .
.
■
-4
. .
. .
..........................
. ... . ... . .
.
. . . . .. . ... ..
.- ... , . ...
. .
.. . . .
I
I
...... .. . .
.. .
. .
.......-..........-......................,................
....,..
...
.
.
..
anialli Sy' ITLER JOB
WWI C\ 4SULTING
(.--- 444
SHEET NO OF
CALCULATED BY (A ft DATE 5 -1- 7 Ci
CHECKED BY DATE
SCALE
1111111,111111111111 ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 4504076
SHUTLER CONSULTING ENGINEERS Job BEGINNING PRESS
Structural Engineers Sheet no.
1300-114th Ave S.E., Suite 250 Calculated by
Bellevue, Washington 98004 • Checked by
(206) 4504075 Date 05/29/98
**** BEAM I.O. : : : :) FB-2
Dimensions
Beam. span = 17.33 feet (Sisple span)
Moment:
Maximum positive moment :
Uniform loads:
w(DL) : 0.166 KLF
Reactions:
Left. support 1.44 Kips (DX.) Right sup
0.33 Kips.(L.l.)
1.77 Kips (T.L.)
*s* Western Wood Lumber Used ::1
w(LL) = 0.038 KLF
port
7 ft-k at x 8.67 ft
ssssusrisss$111uussxs :s :ttsuut ::suss: :tus
_ 3.125 x 10.50 GLB Camber = 0.93 in. *
smststatustssouns1::: :usmtss ssusssus
s:::::::: s::::: t :tlltttttttttttutt : :t:ttutttl :l
* 5.125 x 9.00 GLB Camber = 0.90 in. ' *
:1111: MS$$$$$ $$$::ttutt:t :t :tuu2tttttttt : :tt
1.44 Kips (D.L.)
0.33 Kips (L.L.)
1.77 Kips (T.L.)
(Fb adjusted for D.0.1..and volumn factor or unbraced compression length.) •
. Max. stress Allowable stress Stress t
fv .. 72.7 psi - Fv = 165.0 ;' x 1.00 =-165.0 psi 44.0 t
= 1601.0 psi Fb : 2400.0'x 1.00 x (1.000 ( 1.085) = 2400.0 psi 66.7 t
.ections; Total Load = 0.76'in. :) L/272. Live Load = 0.14 in. :) L/1463
unoraced'Compression face length = 0.00 feet Total board ft. = 81
(Fb adjusted for D.O.I. and volumn factor or unbraced compression length.)
Nax. stress Allowable stress Stress t
fv = 52.5 psi Fv : 165.0 x 1.00 ..3:1;;.: 165.0 psi 31.8 2
+fb : 1328.7 psi Fb = 2400.0 x 1.00 x (1.000 ( f 049) = 2400.0 psi 55.4 t
Deflections, Total Load = 0.74 in.:) L/281 Live Load = 0.14 in.:) L /1510
Unbraced Compression face length : 0.09 feet Total board ft.: 104
7
h.
SHUTLER CONSULTING ENGINEERS
Structural Engineers
1300-114th Ave S.E., Suite 250
Bellevue, Washington 98004
(206) 450-4075
:::: BEAM I.D. -:__) FB -3
Dimensions:
Beam span = 14.00 feet (Simple span)
Uniform loads:
w(DL) = 0.166 KLF
Reactions:
Left support
1.16 Kips (D.L.)
0.27 Kips (1.1..)
1.43 Kips (1.1.)
tt: Western Wood Lumber Used sis
Right support 1.16 Kips (D.L.)
0.27 Kips (L.1.)
1.43 Kips (T.L.)
Moment:
Maximum positive moment = 5.00 ft -k at x = 7.00 ft
- t sous ssumsuustmssussus :sssstsssssuss
:" :3.125 1. 6L8 :Camber = 0.63 in ?. s'
caste issesiesststste ststettstuts:uusssesssutt
(Fb adjusted for D.O.L. and volumn factor or unbraced compression length.)
. Max. stress Allowable stress • Stress t
fv = 68.0 psi Fv = 165.0 x 1.00 . • = 165.0 psi 41.2 %
tfb = 1421.7 psi .: Ft = 2400.0 z.1..00 x (1.000.( _= 2400.0 psi ,59.2.%
eflections, Total load : 0,52 in . ..=),.l /326 . -Live Load =.0 :10 in. _) L/1748
•aced Compression .face length': :� 0.00 feet Total board. ft.. 56
- - -- OR - --
s: uui2ss am stststs:stmttstssass :uuuttttst
s 5.125 x 7.50 6LB Camber = 0.66 in. t
tt:t tiifi uu343titiit 2tiiiiMS*****SUM*23:.43
(Fb adjusted for D.O.I. and volumn factor or unbraced compression length.)
Max. stress Allowable stress Stress %
fv = 50.8 psi Fv = 165.0 x'1.00 = 165.0 psi 30.8 %
tfb = 1248.3 psi Fb = 2400.0 x 1.00 x (1.000 ( 1,Q911: 2400.0 psi 52.0 %
Deflections, Total Load = 0.54 in.:) L/309 tive Load = 0.10 in. :) L/1659
Unbraced Compression face length = 0.00 feet Total board ft. = 70
Job BEGINNING PRESS
Sheet no.
Calculated by
Checked by
Date 05/29/98
w(LL) = 0.038 KLF
R-I
Ma MI
IMIL
1300 - 114th Ave SE, Suite 250
Bellevue, WA 98004
(206) 450 -4075 - FAX 450 -4076
SHUTLER
•
CONSULTIN.
ENGINEERS, INC.
v. :T %: vymv.v vnv v:.YN•nx:wNn .:::: r vYi vY • i mpAtz / q /- pg iIW
4n• t::: nft f . ; f ftf ::S F +` f5tscfSrtf +.'�'n�f ' /. + +�GYSSFff? t t < f�
Description: + : fs n ;;': i > :f e g N t srss : f' a •t t' ffii.:.::. >t s rs >t'::<
! ini!✓.: C? v:?{• fvi!?! L. vr.! J. i.{ n?? rr.•:!•. Uwf.+. i+ tW'.? VN. S< v}r/.+i.< Y. r/.: 4 t �r .Maw:F. ?!6r i.E!£!S.xs,�'6id+ Sul! r' n+ �f.: i+ t. �; c+ �iS.' w.!! �S% �!+. c�E�iw4 NH,dS.F+Fit;�?!SSS.b�? #! &�3, +. /
Axial loads:
DL
LL
SL
WL
E
% Snow load to combine with seismic:
Effective unbraced lens hs e= K't.):
FT
TORSIONAL nr;fi;?? FT
Member size & section properties:
Width Depth =_= Area
84.5625
LBS
LBS
LBS
LBS
LBS
•
Column design variables:
Slenderness design variable:
Stress Adjustment Factors
COMBINATIONS
WITH COMP. .
DL +LL
DL +LL +SL
DL +LL +WL
DL +LL +E
DL +LL +.5 *SL +WL
DL +LL +SL +.5'WL
DL +LL+%SL +E
DL +LL +WL(T)
DL +LL+E(T)
DL +LL +.5•SL +WL(T)
DL+LL+SL+.5*WL(T)
DL +LL + %SL +E(T)
WOOD MEMBER WITH BIAXIAL BENDING & AXIAL LOAD
Cd fc
(D.O.L) (PSI)
1
1
1
1.33
1
1
1.33
WITH TENSION (1) Cd
1
1.33
1
1
1.33
Bending Moments:
DL
LL
SL
WL
E
c'
KcE =
KbE =
0.00
83.61
0.00
0.00
83.61
Cr =
CFc =
CFb= 1
CFt = 1
0.00
0.00
O:l)&
83.61
0.00
0.00
83.61
XX
YY
Grade:
Major axis deflections (in):
DL Defl.= 0.56 LL Defl. = 0.80
WL Defl = 0.00 E Dell = 0.00
* *(assumes simple span & uniform load for slenderness factor and deflection
'• shear stresses have not been evaluated)"
JOB (,
SHEET No. - C I OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
LB'FT
LB *FT
LB *FT
LB•FT
LB•FT
Wood properties:
Exx E Fc .: rail Fbx F.
Ft
Sx Sy Ix ly
232.55
F'c
(PSI)
1077.49
1077.49
1077.49
1152.73
1077.49
1077.49
1152.73
ft F't
72.23047 1918.51 185.0906
[sawn - 0.8, round - 0.85, glb - 0.9]
[visually graded - 0.3, other - .418]
[visually graded - 0.438, other - 0.609]
Cm =
Cfu =
Cc =
FALSE
fbx
(PSI)
1218.37
1218.37
1218.37
1218.37
1218.37
1218.37
1218.37
1150.00 1218.37 2219.808
1529.50 1218.37 2952.345
1150.00 1218.37 2219.808
1150.00 1218.37 2219.808
1529.50 1218.37 2952.345
F'bx fby
(PSI) (PSI)
2219.808
2219.808
2219.808
2952.345
2219.808
2219.808
2952.345
.Ct =
Cf
Cv = 0.92
0.00
0.00
0.00'
0.00
0.00
0.00
0.00
SL Defl =
Total Defl =
calculation)**
F'by Unity
(PSI)
1387.38 0.55
1387.38 0.55
1387.38 0.55
1845.216 0.45
1387.38 0.55
1387.38 0.55
1845.216 0.45
fbx F'bx fby F'by Unity
0.00 1387.38 0.55
0.00 1845.216 0.47
0.00 1387.38 0.55
0.00 1387.38 0.55
0.00 1845.216 0.47
0.00
1.37
_ . _ .... __
. .._..._...._.............
..._, ._ _ __ ••• ---
--- _ _
.
. ,
, . 14)
• :z...
• Wit
, l .,.....!,,, , : ti ' - 1U
..„..
-
_ i
•
tx ts 1
q7 PtF
! ! 71g
I
tisi
, g
& zits
1
../...-- ........•••;;
dist!
i . ,
tA li z '1 (ler F 7 5 O
! 1
• :. ! : ,' : 21(7.s ! .
,
!
, ,
q
,
i
.
I
1 •
ti
'
. _-. - % _ '- •
V 2'M Pik Trrz:] - iAl
1
I 1 :. 1 A,,,..f6r 1 1 . 1
• PlstPolinr clYeg ! I '
I I .
1 C ,
t-cue
1 -Pr*
d
!ek
1
Fpr 6; i , .-:. I. I (f6Y)
• PPL
f/i3 1,
' I
413,1
5 53 i t 'Tell(
.x t oi IX
I 1
Lm
0.
1 1
I ___i___L
; • I ; ,
, :
1
I
; ,
..___.' __•_.
: ...._ .;. .
i 1
. i
!
• .
. ,
. .
. • .
. • . 1
. .
•
a ,
a : .
. .
. ,
. : !
.
. . •
• . .
. •
.
,
. : . .
, .
• • . .
. .
. . .
; • ; , ,
. . . •
;
.
. . .
;
•• :
7
. • '
•
. .
.
' . • ,
. , 1
"
7 .
,•' I
, 1
,
• . t .
.. .....
.
; • 1 1 : 1 , 1 . .
. ,
• •
.•
. ........._
, . . . ..„ . .......... .... . .. ..... _ ..... .. ,.__. . .... ..... . ____........____-_•____..
•
.. . . .
. . .... . . . ....... .... .___ . ______
. •
"•' • - " . ..__ .. ...... , .. .... .....
...
. --
...._..
•
_
__.. _ _..
._........-..
• .._-_ .-....
.,.......
..- .
.
.___.
_
_
.___.... .........
...... . .
.__..
._
AIMAIIIM"IUTLER
Mk. _JNSULTING
III" MI ENGINEERS, INC
12503 Bel4ted Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB
SHEET NO ( ) OF
CALCULATED BY C A A DATE 6 - 1-7 V
CHECKED BY DATE
SCALE
- — CoNcE4/00
--- -------- - - ---- • --- , - ----
- 1 I • COI . . t ITN Xi= '
'
33 K . . __.. _
7.70
.__IF13 ____I _I; ,
ri
LOA16.11] .
...
. ,
,
1
4 ,
{
1
,
1
:7 _:.Ld7 ', ti
t-lvd-$ .•- 6 44 :1_,- ' i q H
4 --t
■ '
- 1---
i
_
1 . ' : , • : . 1 ;
— .2_
'glop
1
,
• . . 1
i
I
.
.
411111/
i
1
1 i
' •
1 1 1 1
/
.
. a
!
1
.111.1M.M•
I I
i 0
1 1 1 • ' rHI.
■*—.
; . '
A i g ¶Q : CAN- - 2 '1 .37 , (7.75)z. 7 0 0//1 • 1 ,
_ 0
! • .iti . .gg.'3( -:-= 12d ' Kil't't : i i i ;
. 4 •
fi_...b . .• : • i :
Fird ,,,
v 29-17 • • : !
___P,o.L-1,
, 1 /0 q 5,0.K/7.
._—___A.. _la&
/2.1. _ ---; -la--
_s .._K __•___ , - i'f
'
' P r ' + kr . I g WI.,,9 et A : 5 ,51
--1/--.
,..F..,-
; . •
. . • ,
.._1_
Artkx = $_,_1,__( i I , 1 till/1/- / y s aus •
. • . .
t" K io2 k_0" .. . .
A) . . - . 3111 . Wi /' ..: ,.(7.4.4•5:. kt'
.'"'"•
ii
-C - . • 47- =-... 3.0.K , .. - 2 - % - • - -- •i
= M r- 3.(0 6n3) .‹. f ,1 . . . . .
.._
.
. - . ...._ ..____.
- 1 , :f It ' ti .'- 1 - . 7
.. _ ... ..._
12503 Bel-Red Rd., Suite 100
i•-•\ Bellevue, WA 98005
3 2 (425) 450-4075
FAX (425) 450.4076
'IMAM I= SF 'TIER
INIhN C1. 4SULTING
1111. ENGINEERS, INC
JOB
SHEET NO,
CALCULATED BY
CHECKED BY
SCALE
OF
DATE 5-4Yr 1Y
DATE
.,
�� �IUTLER
_• _ JNSULTING
NW MI ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
FAX (425) 450 -4076
JOB
,r
SHEET NO, OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
L
4111111A111111 .. ITLER
■U- .. ,JSULTING
___ ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
FAX (425) 450.4076
JOB
SHEET NO, ^ 1 OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
. ,
g_i_d_IN
fr_i_l_EDIM 1'0
i, FL ALI: =1
1 ;
. .
. .
. ,
,
. " •
'r
I N)
1/1
i
ii-toid
-re Ire 14 . iN 1
oni
12 q 0 44
I
I•
1
P I
. 1 •
ME -A1107MIMilinin
I
I
111
f 1
i
OL! 4 4
4- 5E11
ql):4.
78
IA
i
M...
6Lr
WO.
!
e
7. -.-_-
i.v)((.'3?)‘_
,
19
kik
-11$
car i --= irril : = tstrd
I
I
; ,
! • • I
irdt, . .
IA-5E.--1. " if-- t130 i.is
.,
. i
. . .
li6.14 :If
' ----
AUNIG__..._
t)
Lt..P.k_f
•
P/r
L t .=
r
- 1 , : •
i . g v.l.'f .
JL4R
. • Pi
.i
I r id:- --- -
II .
n-i 9)
. . , • •
di, _IKP
EQ
: . : ,
,
_ ___A..t.Kilt_4.__0...._
.
- 5FW
mSe
_ffil• it3
- 1 1 -------------
. 1;(
bild0 I = ne
-------
-1
--
' ----
. . . . .
- . - * . - -*- - --
. . .. . ....... _
..
• • • • - -- - ---- • - -
. . _. . .
o
11111111 —JNSULTING
411= 1U TLER
11111/1111M ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
• FAX (425) 450.4076
JOB
SHEET NO,
CALCULATED BY
CHECKED BY '
SCALE
CA-14
OF
DATE
5-x
DATE
:
■
. _ ...
•
. 1
.
.
■ .
i . . . .
I
I
•
. .
i
.
.
.
.
.
•
.
. 1 .
6 . .
.
. .
•
. .
I •
.
•
1.
1 I
1
t i
■
.
•
.
..1.
I
t
I .
•
.
.
.
.
. .
t
■
.
.
.
.
.
.
1
I
i .
. :
I . .
. •
.
1
:
.•
I
.
I .
.
0 .
0
I
i
i
;
.
:
I
,
I
1 1 0
;
i - 1
, I 4.5 i I
1
i
i
•
•
, .
./2 .'
. I
,
. 241
1
,
..
i .
.
.
,
l•
i
, .
,
.
% ,. ,
. .
•
_
,
..
•
.
,
•
. .
•
• . .
• ..
.
;
1 .
.
.
.
•
.
.
:
.
.
.
. .
. !
;
.
•
s
.
.
1 1
• i f•l — '
21154410
)1 ;lit '5 C.,,
. .
.
. . .
i
.
. 6
I
.
•
,
.
I
:
,
.
.
,
.
. .
C-
I N 0
.
f
: .
.
.
.
. .
.
.
7r .
t
,:
. . ,
i . ,
t
.
.
----
i�
►I
.
.
.
.
.
.
.
.
.
—.. ....
'C'.1 •
.
.
.
.
: . . .
.
. ,
.
Jo"
. .
.
—4--
.... %
..........■
SC‘.
.
.
.
. .
.
.
.
.
.•
,
. .
.
:
.
i. .
,
. .
. .
. .
.
•
. .
.
.
:
. ..
.
I
•
.
•
.
.
.
1
.
.
I
.
.
i
; /
. :
•
•
I
.
6 .
4
i
. .
. .
.
i
•
•
•
•
1
.
1
.
I
!
•
.
.
.
.
.
I
•
.
s
;
.. .
.
I
.
....
.
.....
,....
.
.
:
•
.. ...
.
. .
. . .. . .
.
.
.
I
.
...
...... ..
.
.
. .
.
...... ... ..
. .
. .
• . . ..
....
. .... .
. ...
• .
• ....
.. .. 9
. ..
.
. • ...
.. .
. .
.
.
.. . .
...■......
............
. .. .
..• .
.
..
..... .
...
. .....■
.............
.........■ .......
. ........
. . • ........
..... •
••,.... .. . ........
..........
..........
.... .
• ...9. -o ..... .........
. .....
l .! (42S) 450-4075
1.
FAX (425) 450.4076 SCALE
■
0
O
CNUTLER
_�- NSULTING
1111111 MIMI ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
° FAX (425) 450 -4076
JOB
SHEET NO OF
CALCULATED BY GA' /4 DATE s q 2
CHECKED BY DATE
SCAL
C Ili L
N - L 1
P
_K.L___..L.,
1 ;1 !' 6N1 I R
A
7 ''
,
T a
�! Ii I
i !
I
{
i
{
►� ..yw ! !
r
s
I
I I
�
!
i
• ioo
r, I:
,l,,.+
�, *
I
1 !
r _
►
.161 1 i
1 1'
I.
6 R(�
; 1.11
4 fl - , + -� X • g
.�
,
�
I '
. ; \
1
.
lI
f 1.s A 1 ' el TW ' (5 456 Tr I
11. 1
! f I 1 . , : ! ! !.
i 1 ,
.
—, 1 1 . , 1 I 1
i
i i i
.0 L U+` G -z ;
r t
5 - 2c(- 7 : �� C s ��� �1�
•
____
•
fg a :-; : ! , , , '
j i
.! .... . . .
. , . 1 1 ! i . v
1
. y ,
_
A T5. 5X
O
CNUTLER
_�- NSULTING
1111111 MIMI ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
° FAX (425) 450 -4076
JOB
SHEET NO OF
CALCULATED BY GA' /4 DATE s q 2
CHECKED BY DATE
SCAL
Line 1
Line 2
Line 3
Line 4
Line 5
r..
..�� STEEL COLUMN DESIGN
DESCRIPTION ) ) COLUMN C-1 (LOWER PART) C f ? 1 I C Ar L PST
COLUMN DATA DESIGN DATA
AISC SECTION ))156x6x1 /4 Fy = 46 ksi
TOTAL COLUMN HT. - 32 ft' LOAD DURATION FACTOR = 1
COMBINE LL & ST ? N y/n
SUPPORT. FIXITY -- -)) . 1 ((
1: Pin /Pin, 2 :Fix/Fix, 3 =Pin /Fix
4 :Fix /Pin, 5 :fix /Free
(Bottoe/Top )
UNBRACED LENGTHS:
X -X AXIS
Y -Y AXIS
AXIAL DEAD LOAD
LIVE. LOAD
SHORT TERM
X-X AXIS MOMENTS: TOP =
BOTTOM =
BTWN ENDS =
Y -Y AXIS MOMENTS' TOP =
O T BOTOM
BTWN ENDS =
POINT LOADS: (k) X-X
Y -Y
UNIFORM: (k /ft) X-X
Y -Y
Max X -X Axis Deflection =
Max Y-Y Axis Deflection =
DEPTH
WIDTH
FLANGE THICKNESS
WED THICKNESS
AREA
G'EISFT
SIDESWAY 1:Restrained, O:Free
X-X AXIS : .1
Y-Y AXIS : 1
EFFECTIVE LENGTH FACTORS:
• 18 ft X-X AXIS - 1
▪ 18 ft Y-Y AXIS : 1
APPLIED LOADS
• 49.18 kips ECC. for X - X MOMENTS : in
- _ . . kips ' ' Y -Y ' - in
kips
Dead Live Short Sloc ELoc
SUMMARY
USE : TS6X6X1 /4, Max Stress Ratio = 0.94
Load Comb...)) Dead Live
Formula 1.6 - la - 0.939
Formula 1.6 - lb = 0.632
Formula 1.6 - 2
Actual & Allowable Stresses...
Fa : Allowable
fa : Actual =
Fb :xx : Allow (1.6-1a)
' ' (1.6 -lb b 1.6-2] _
fb:xx Actual
Fb :yy : Allow (1.6-1a) -
' (1.6 -lb & 1.6-2) _
fb :yy Actual
0.250 in
(.250 in
5.55 in"
IF.RE Plft
Title .
Sco
Misc :
Dsngr :
8'
15.78 15.78
8.80
30.36 30.36
30.36 30.36
9.50
30.36 30.36
30.36 30.36
.032 in @ 18.56 ft from base
in @ ft from base
STEEL SECTION DATA
6 00 in I -
6.000 in S-xx'
R-xx
I -yy
`•
R -' y
15.78
8.80
30.36
30.36
9.50
30.36
30.36
Date:28-May -98
k-ft
k -ft
ft
k-ft
k-ft
ft
ft
ft
15.78 ksi
8.80 ksi
30.36 ksi
30.36 ksi
9.50 ksi
30.36 ksi
30.36 ksi
ksi
Page
ft
ft
< 1.0
D +L DL +ST
0.939 0.939 OK
0.632 0.632 OK
OK
: 30.299 in "4
: 10.099 in "3
= 2.328 in
: 30.299 in "t
: 10.10 in "3
• 2.32E it
C
f)( 1 5'(1 ■6-
ca.uA N 15
At 6G/tor
AIM III
MIL
WIPP WI
Description BEGINNING PRESS
COLUMN C -2
[General Information
Steel Section
Column Height 18.000 ft
End Fbdty Pin -Pin
Live & Short Term Loads Combined
'
I
Axial Load...
Dead Load
. Live Load
- .-Short Term Load
Summary
Column Design OK
Section : TS5X5X1 /4, Heigh = 18.0011, Axial Lceds: DL = 10.50, U. = 15.00, ST - 11.70k, Ecc. = 2.500in
, Unbraced Lengths: X -X = 18.00lt, Y Y - 18.00ft
Combined Stress Ratios ead Live
AISC Formula H1 -1
AISC Formula H1 -2
AISC Formula H1 - 3
•
XX Axis : Fa calc'd per 1.5 -2, Mr > Cc
YY Axis : Fa calc'd per 1.5 -2, Mir > Cc
L Stresses
I
Allowable & Actual Stresses
Fa : Allowable
fa : Actual
Fb:xx : Allow [F3.1]
lb : xx Actual
Fb :yy : Allow [F3.1)
f• : yy Actual
Depth
Widt
Thickness
(c) 198398 ENERCALC
SHU( ?R CONSULTING ENGR
12503 del -Red Road
Suite 100
Bellevue, Washington 98005
(425) 450-4075 • Fax 450 -4076
TS5X5X1 /4
5.00 in
5.000 In
0.250 in
10.50 k
15.00 k
11.70 k
Pex : DL +LL 11,785 psi
F'ey : DL +LL 1'1,785 psi
Pex : DL +LL +ST 15,709 psi
F'ey : DL +LL +ST 15,709 psi
Max X-X Axis Deflection -0.568 in at
Fy
Duration Factor
Elastic Modulus
X -X Unbraced
Y -Y Unbraced
0.2989 0.4442
0.2236 0.3194
_Read
11.78 ksi
2.29 ksi
ksi
27.60 ksi
3.88 ksi
ksi
27.60 ksi
0.00 ksi
[Analysis Values
I
[Section Properties TS5X5X1 /4
I
Weight
Area
Title : MISC. CA -
Dsgnr:
Description :
Scope :
46.00 ksi
1.333
29,000.00 ksi
18.000 It
18.000 ft
Ecc. for X-X Axis Moments
Ecc. for Y -Y Axis Moments
Live
11.78 ksi
3.27 ksi
ksi
27.60 ksi
5.55 ksi
ksi
27.60 ksi
0.00 ksi
Cm:x DL +LL 0.60
Cm:y DL +LL 0.60
Cm:x DL +LL +ST 0.60
Cm:y DL +LL +ST 0.60
10.440 ft Max Y -Y Axis Deflection
15.59 #/ft
4.59 in2
c: c a hlenercalcVest.ecw:Calculations
DL + LL
0.8593
0.5430
Kxx
Kyy
DL + LL
11.78 ksi
5.56 ksi
ksi
27.60 ksi
9.43 ksi
ksi
27.60 ksi
0.00 ksi
C
Date: 12:10PM, 29 MAY 98
X -X Sidesway :
Y -Y Sidesway :
2.500 in
DL + ST + (LL if Chosen
0.9794
0.5942
Cb:x DL +LL
Cb:y DL +LL
Cb:x DL +LL +ST
Cb:y DL +LL +ST
0.000 in at
1 -xx
I -yy
S -xx
S -yy
r -xx
r -yy
in
Job N
DL + Short
15.71 ksi
8.10 ksi
Restrained
Restrained
36.79 ksi
13.76 ksi
36.79 ksi
0.00 ksi
1.000
1.000
1.75
1.75
1.75
1.75
0.000 ft
16.90 in4
16.90 in4
6.760 in3
6.760 in3
1.919 in
1.919 in
KW- 060346, Ver 5.0.5, 15- Mar -1998, Win32
4111. — 4UTLER
1 =
111111111 _JNSULTING
_IINNI NMI ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
e
JOB GC((NN Mt xr
SHEET NO. ' v ^J OF
CALCULATED BY C A 4 DATE — t i l ' 7 G
CHECKED BY DATE
SCALE
•
Rai
I r (
�- F: f , ��-
i
r- {
1
11
e 1- Iz , i.
:
1P foe&
,
i
A.7.1 %.
e V 1 f
i
I i
'.. . 1
I. I 1
i
.
'f;$
`iyLtK f. I
, salmi ; - f 1
I
11313c it
I /.7k/�o
1 CE qx'
- ,oiliKft
,_ f, 21,1
0
:
,
$jx q)(1
F-
AW
1
I/.
'1,4),-.:-
_.. .. R46:1-=-1- _
i r
_
;
I
;.
i
1
4111. — 4UTLER
1 =
111111111 _JNSULTING
_IINNI NMI ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
e
JOB GC((NN Mt xr
SHEET NO. ' v ^J OF
CALCULATED BY C A 4 DATE — t i l ' 7 G
CHECKED BY DATE
SCALE
IMF MIMI
R,, St t
err
Description BEGINNING PRESS
COLUMN C-3
Steel Section
Axial Load...
Dead Load
Live Load
Short Term Load
Summary . I
TS5X5X1/4
Column Height 18.000 ft
End Fbdty Pin -Pin
Live & Short Term Loads Combined
XX Axis : Fa calc'd per 1.5-2, K•LIr > Cc
YY Axis : Fa calc'd per 1.5-2, K'Ur > Cc
Allowable & Actual Stresses
Fa : Allowable
fa : Actual
Fb:xx : Allow (F3.1]
fb : xx Actual
Fb:yy : Allow [F3.1]
fb : yy Actual
Depth
Widt
Thickness
(c) 1983-98 ENERCALC
SHU( !R CONSULTING ENGR
12503 Bel -Red Road
Suite 100
Bellevue, Washington 98005
(425) 450 -4075 • Fax 450 -4076
5.00 in
5.000 in
0.250 in
28.70 k
k
k
F'ex : DL +LL 11,785 psi
Fey : DL +LL 11,785 psi
Fex : DL +LL +ST 15,709 psi
F'ey : DL +LL +ST 15,709 psi
Max X -X Axis Deflection , -0.351 in at
Fy
Duration Factor
Elastic Modulus
X-X Unbraced
Y Y Unbraced
ea
11.78 ksi
6.25 ksi
ksi
27.60 ksi
8.49 ksi
ksi
27.60 ksi
0.00 ksi
Weight
Area
Title : MISC. CA(
Dsgnr:
Description :
Scope :
Steel Column
L General Information
46.00 ksi
1.333
29,000.00 ksi
18.000 ft
18.000 ft
[Loads
I
Ecc. for X -X Axis Moments
Ecc. for Y -Y Axis Moments
Section : TS5X5X1 /4, Height = 18.00ft, Axial Leads: DL = 28.70, U. = 0.00, ST = 0.00k,
Unbraced Lengths: X -X = 18.00ft, Y Y = 18.00ft
Combined Stress Ratios Dead Live
AISC Formula H1 -1 0.9238
AISC Formula H1- 2 0.5342
AISC Formula H1 - 3
Live
0.00 ksi
0.00 ksi
ksi
0.00 ksi
0.00 ksi
ksi
0.00 ksi
0.00 ksi
Cm:x DL +LL 0.60
Cm:y DL +LL 0.60
Cm:x DL +LL+ST 0.60
Cm:y DL +LL +ST 0.60
10.440 ft Max Y Y Axis Deflection
15.59 */ft
4.59 in2
c:1c a hlenercalcllesl .ecw:Calculatiions
DL + LL
0.9238
0.5342
Kxx
Kyy
DL +LL
11.78 ksi
6.25 ksi
ksi
27.60 ksi
8.49 ksi
ksi
27.60 ksi
0.00 ksi
I -)ox
1-yy
S -xx
S -yy
r -xx
r -yy
-6 Job f/
Date: 3:00PM, 29 MAY 98
X -X Sidesway :
Y -Y Sidesway :
2.000 in
in
DL + Short
Cb:x DL +LL
Cb:y DL +LL
Cb:x DL +LL +ST
Cb:y DL +LL +ST
0.000 in at
Restrained
Restrained
1.000
1.000
Column Design OK
Ecc. = 2.000in
DL + ST + ILL if Chosen
0.6281
0.4007
[Stresses
15.71 ksi
6.25 ksi
36.79 ksi
8.49 ksi
38.79 ksi
0.00 ksi
[Analysis Values
1.75
1.75
1.75
1.75.
0.00011
[Section Properties TS5X5X1 /4
J
16.90 in4.
16.90 1n4
6.760 in3
6.760 in3
1.919 in
1.919 in
KW- 060346, Ver 5.0.5, 15- Mar -1998, Win32
al= MINI
1300 -114th Ave SE, Suite 250
Bellevue, WA 96004
(206) 450 -4075 - FAX 450-4076
Axial loads:
DL
LL
SL
WL
E
Effective unbraced len
-XX
YY
TORSIONAL
SHUTLER
CONSULTING
ENGINEERS, INC.
Member size 43; section properties:
Width Depth =_= Area
Column design variables:
Stress Adjustment Factors
COMBINATIONS Cd
WITH COMP. (D.O.L)
DL +LL
DL +LL +SL
DL +LL +WL
DL +LL+E
DL +LL +.5 *SL +WL
DL +LL +SL +.5*WL
DL +LL+%SL +E
WITH TENSION (T)
DL +LL +WL(T)
DL +LL +E(T)
DL +LL +.5 *SL +WL(T)
DL +LL +SL +.5 *WL(T)
DL +LL + %SL +E(T)
SHEET No. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
WOOD MEMBER WITH BIAXIAL BENDING & AXIAL LOAD
y .,. •., ••...vim... .,y.•.,y., ,y
Description: � ,.»• w•, w.. � >w,t »S�rvi'��}3;
bsT' 3A F:At F<] { I?J> �
.a+�..o:(avR«•J' , :: tatty :u<ta.: «ti<. <:u<u•:sii<tRv udocvst ^ xoC aaa <vxt <.:tc Qbc .�<
LBS
LBS
LBS
LBS
LBS
hs (Le =K *L):
FT
FT
1
1
1
1
1
1
1
% Snow load to combine with seismic:
c'=
KcE =
Slenderness design variable: KbE
Bending Moments:
DL
LL
SL
WL
19.25
Cr =
CFc =
CFb =
CFt =
fc
(PSI)
148.10
148.10
14M0Y
14100
148.10
148.10
148.10
1 - 148.10
1 148.10
1 148.10
1 148.10
1 148.10
Wood properties:
Exx E
F'c
(PSI)
295.79
295.79
295.79
295.79
295.79
295.79
295.79
ft F't
747.50
747.50
747.50
747.50
747.50
X - X
Cm =
Cfu =
Cc =
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
Major axis deflections (in):
DL Defl.= 0.00 IL Defl. = 0.00
WL Defl = 0.00 E Defl = 0,00
**(assumes simple span & uniform load for slenderness factor and
* *(shear stresses have not been evaluated)**
Y -Y
Grade:
Fc rall
Sx Sy lx ly
17.65 11.22917 48.53 19.65104
FALSE
fbx F'bx
(PSI) (PSI)
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
LB *FT
LB*FT
LB*FT
LB*FT
LB*FT
fby
(PSI)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
<tr<`cGt. d%.
[sawn - 0.8, round - 0.85, glb - 0.9]
[visually graded - 0.3, other - .418]
[visually graded - 0.438, other - 0.609]
Ct
;Cf =
Cv = 1.00
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
1137.5
fbx F'bx fby F'by
SL Defl
Total Defl =
deflection calculation)**
1137.5
1137.5
1137.5
1137.5
1137.5
0.00
0.00
Ft
F'by Unity
(PSI)
0.50
0.50
0.50
0.50
0.50
0.50
0.50
Unity
0.20
0.20
0.20
0.20
0.20
M St" 'TLER
. 4SULTING
ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450-4075
FAX (425) 450-4076
JOB
SHEET NO. C )Afq OF
CALCULATED BY (.4 it DATE 5 2q- ett
CHECKED BY DATE
SCALE
.___.,_.____..
fedi I M4 e c -1 • • ,
12,,tik_x_46T- • -=---• q ,
, .
• • 1 i
,
, . ‘
,
•
.
i . i : • . i : , ,
tg (NAL I Ft‘ 14-1
5
i 1
Ab§t1.4-fe
,
•
.
; g 15
__ti , f
1 1
, . ,
, , : , . . :
'PHI
t , .
.
.
'
1
,
:.
'
r itari
. - !
i i ! , , . 1 1 , . i i •
jr_t() t__KAS_f_i_ i,--
Z 3. 2 .
,
'X 151'c 2__ fS t 3
ib_f Attit-f i ,
1
1
1
.
. . . , I . : 1 _ ._ ; .. ,
i!
,
. .
- .1 9 5L..c g711
.__Ps
. , .
. . .
q2.1a ; ! •
_L, ,
,
I
• ; ;
,
• gi.iiitL .
.i •
, .
'TAL.' old =
-
.r 17,16 6 0 5 ri '
---------
K , . • • •
. .
; ._2 • . , ' .
-
,)( (pf 'Cr FIG .1 '146t.A A41. E , • .
.
1
, i
. . ,
•
. , !
•
1 . .: ............_.i. ..:___._.___
.6eAsi,,,,,- 7fq. n , ,4„.. _ ,-.
... .
SOL- "D(1. - iREIM...(3f.._.'-". /. 76b. II
. )°\INC m stAr3 15 4 b
• , • i ,
. • .
_ .
5 __,,
f. alqt
. ..._..
....._
.
, •
_____.
jict
. .
i s.. _
_
l‘'
....... ..._ .._...
. . ....
.._..._..
. ......
..._.
..
..
. .._ . . ..
M St" 'TLER
. 4SULTING
ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450-4075
FAX (425) 450-4076
JOB
SHEET NO. C )Afq OF
CALCULATED BY (.4 it DATE 5 2q- ett
CHECKED BY DATE
SCALE
Footing Thick -
Size mess
F- 3.00 10.00 0.65 in "2
F- 3.50 10.00 0.76 in "2
F- 4.00 10.00 ; 0.86 in "2
F- 4.50 10.00 4. 0.97 in "2
c `- 5.00 10.00 1.10 in "2
;.50 11.00 1.31 in "2
' t- 6.00 12.00 1.56 in "2
F- 6.50 13.00 1.83 in "2
F- 7.00 14.00 2.12 in "2
F- 7.50 15.00 2.43 in "2
F- 8.00 16.00 2.76 in
F- 8.50 16.00 3.00 in "2
F- 9.00 17.00 3.32 in "2
F- 9.50 18.00 3.69 in "2
F -10.00 19.00 4.10 in "2
F -10.50 20.00 4.54 in "2
F-11.00 21.00 4.99 in "2
F -11.50 22.00 5.46 in "2
F-12.00 23.00 5.96 in "2
F -12.50 24.00 6.48 in "2
F -13.00 ; 24.90 6.79 in "2
F-13.50 ; 25.00 7.29 in "2
F -14.00 ; 26.00 1 7.86 in "2
F-14.50 1 27.00 8.46 in "2
F -15.00 1 28.po 9.07 in "2
SHUTLEP. CONSULTING ENGINEERS
Structural Engineers
14450 N.E. 29th Place, Suite 116
Bellevue, Washington 98007
(206) 885-4473
SQUARE SPREAD FOOTING DESIGN
C
Allowable soil bearing - 1500.00 psf
Yield stress of reinforcing steel = 60.00 ksi
Compressive stress of concrete = 2.50 ksi
Combined ultimate factor (D.l. $ L.t.) = 1.60
Cover to bottom of bottom bar = 3.00 in
its Allowable load is allowable applied load. las
(Allow. Load = Ftg area * allow. soil bearing - ftg weight.)
FOOTING SCHEDULE
Required Bar site options Allow.
Area of steel No. ;.Size 1 No. 1 Size Load
3 1
3
3 1
4 1
4 1
5 1
6 1
6 1
7 1
8
7 ,
7 1
8 1
9 1
10 $
11 $
12 1
13 1
10 1
11 1
12.1
13 $
14 1
15 1
16: 1
Job Gateway Center 10
Sheet no. PPN
Calculated by
Checked by
Date 04/24/97
5
5
5
5
5
5
S
5
5
5
6
6
6
6
6
6
6
6
7
7
7
7
7
7
7
2 1 6 12.38 k
2 1 6 16.84 k
2 1 6 22.00 k
3 1 6 27.84 k
3 1 6 34.38 k
3 1 6 41.22 k
4 1 6 48.60
5 1 6 56.51 k
5 1 6 64.93 k
, 6 1 6 73.83 k
5 1 7 83.20 k
5 1 '7 93.93 k
. 6 1 7 104.29 k
7 1 7 115.07 k
7 1 7 126.25 k
8 1 7 137.81 k
9 1 7 149.74 k
10 1 7 162.01 k
•• - 8 1 8 174.60 k
9 1 8 187.50 k
.9 1 8 202.80 k
10 1 8 1 216.42 k
1 11 1 8 1 230.30 k
11 $ 8 1 244.42 k
12 1 8 1258.751
SHUTLER CONSULTING ENGINEERS
Structural Engineers
14450 N.E. 29th Place, Suite 116
Bellevue, Washington 98007
(206) 885-4473
Footing
Size
Thick -
ness
_F- 3.00 .10.00 5.50
F- 3.50.:10.00 ..5.50
F- 4:00 10.00 5.50
F- 4.50 10.00 5.50
F- 5.00 10.00 5.50
F- 5.50. 11.00 6.50
F- .. 6.00 . 12.00 •.7.50
F- 6.50 13.00. :.8.50
F- 7.00 14.00 9.50
F= 7.50 440 10.50
F- 8.00 16.00 ;:11.50
F- 8.50 16.00 1 11.50
F- 9.00 17.001
F- 9.50 18.00 1 13.50
F -10.00 19.00 14.50
� e- 10.50 20.00 15.50
..00 21.00 16.50
t -11.50 22.00 17.50
F -12.00 23.00 18.50
F -12.50 24.00 19.50
F-13.00 24.00 19.50
F-13.50 25.00 20.50
F -14.00 26.00 21.50
F -14.50 27.00 22.50
F-15.00 26.00 23.50
d 1 Beam Shear
(in.):' Vu Phi Vc
4.50
- 7.35
.10.80
14.85
-19.50
23.65
28.20
33.15
38.50
44.25
50.40
58.65
65.70
73.15
81.00
89.25
97.90
106.95
116.40
126.25
139.10
149.85
161.00
172.55
184.50
FOOTING.SHEAR
16.83
19.64
22.44
25:25
28.05
36.47
45.90
56.36
67.83
80.33
93.84
99.71
114.75
130.82
147.90
166.01
185.13
205.28
226:44
248.63
258.57
282.29
307.02
332.78
359.55
Job Gateway Center 110
Sheet no. 030-K. 3
Calculated by t' .
Checked by
Date 04/24/97
Punching Shear
. Vu 1 Phi Vc
17.60
25.40
34.40
44.60
56.00
68.06
81.30
95.70
111.26
128.00
145.90
165.70
185.96
207.40
230.00
253.76
278.70
304.80
332.06
360.50
391.10
421.90
453.86
487.00
521.30
Bo
(in.)
57.97 62.00
57.97 62.00
57.97 62.00
57:97 62.00
57.97 62.00
72.93 66.00
89.25 70.00
106.93 74.00
125.97 78.00
146.37 82.00
168.13 1 86.00
168.13 1 86.00
191.25 1 90.00
215.73 1 94.00
241.57 1 98.00
268.77 1 102.00
297.33 1 106.00
327.25 1 110.00
358.53 1 114.00
391.17 1 118.00
391.17 118.00
425.17 122.00
460.53 126.00
497.25 130.00
535.33 ' 134.00
FOOTING STEEL
;Footing Thick- d Design Steel Minimum Steel ; As
1 Size teas (in.) :.. _ Mu As (Temp steel) Provided
, . ,.
1 F- 3.00 10.00 5.50 •' 1.41 0:17 0.65 ie. ; 0.65
F= 3.50 10.00 . 5.50 :2.13 •. 0.31 0.76 .is. 2 ; 0.76
1 F- :4.00 -.10.00 5.50 3.01 0.50 0.86 in: 2 ; 0:86
1 F- 4.50 10.00 5.50 4.03 0.76 0.97 1. . ; 0.97
F- 5.00 10.00 5.50 5.21 1.10 1.08 in.*2 1.10
1 F- 5.50. '11.00 ; 6.50 ., 6.53 •. 1.28 . 1.31.ia. 2 1.31
.F= 6.00.:12.00. . 8.01 : 1.48 1.56-:: ie. * 2 , ; 1.56
1 °F -'6:50 13.00 %8.50 9.63. 1.70 1.83 im. 2 1.83
1 F- 7.00 ..14.00 9.50 11.41 1.93 2.12 ie. *2 1 2.12
1 F- . 7.50.. 15.00. 10.50 13.33 2.19 2.43 ie. 4 2 ; 2.43
F- 8.00 16.00 11.50 15.41 2.46 2.76 ie. 4 2 ; 2.76
F- 8.50 16.00 11.50 17.63 3.00 2.94 in. ; 3.00
F- 9.00 17.00 12.50 20.01 3.32 3.30 ie. 4 2 3.32
1 F- 9.50 18.00 13.50• . 22.53 3.65 3.69 1e.*2 3.69
1 F- 10.00.:19.00 ` P4.50 25.21 ' 3.99 4.10 1e. 4 2 4.10
e r-10.50 20.00 15.50 28.03 4.36 4.54 in. 4.54
..00 21.00 16.50 31.01 4.74 4.99 1e. 4 2 4.99
t- 11.50. 22.00 17.50 ' 34.13 5.14 5.46 in."2 5.46
F- 12.00 X23.00 18:50 37.41 5.56 5.96 in. 4 2 5.96
F- 12.50 24.00 19.50 40.83 5.99 6.48 ie. 6.48
F- 13.00' 24.00 19.50 44.41 6.79 6.74 le. 4 2 6.79
F -13.50 25.00 20.50 48.13 7.27 7.29 in. *2 7.29
F-14.00. 26.00 21.50 52.01 7.76 7.86 in: 4 2 7.86
F -14.50 , 27.00 22.50 56.03 8.27 8.46 in. 4 2 8.46
F -15.00 1 28.00 23.50 , 60.21 8.80 9.07 10. ; 9.07
SNUTLER CONSULTING ENGINEERS
Structural Engineers
14450 N.E. 29th Place, Suite 116
Bellevue, Vashington 98007
. (206) 885-4473
a
Job Gateway Center 10
Sheet no. T-•0n1
Calculated by L
Checked by
Gate 04/24/97
_•- � r ' 1TLER
../NSULTING
®111111 ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
. FAX (425) 450.4076
JOB ^ /T�
SHEET NO W ' ✓
OF
CALCULATED BY C II N DATE J 27- r
CHECKED BY DATE
SCALE
014 . F i k, ei t 1 5 i nfM-R[ NiC 4W. ,
i
14i L ` : 5. Ci33X5:4 , oPSF 76 P
1
i i
i
! 5 q4 riitr i I ' ' ;
,i '
BeAtuU
;�r T� i E'h ; eN
sow,
t I 1,n6' i =; i i'
ski
.
hf
i4--
T1FOV r 13 r■ I'G 1/c
7
/21 i ! r / I i
i I
i
i
S G.cF011 1 C `Pe/1 1Nf' lG
ICIAP ' I I
—,2,—
. _ l _'
!
!. ___r_
1 1
FX.cs14 4x16-R L ( r6'
.201EC' --1i)A'
!. (4V r ! INA'1) : " 1 1 1 ! !
■ I i
±_Li juis i f ; L ,,, ,,), PO' , ;
`10.6ax36 - 3263
____.__ .414CL_E-.
'51q47 PV
FiG_ wil -f.____ rr , y� (700 - �I� 5r' --- 7 = a (cI
1 ,
, -,
4_E_c_lk
e cg rr X57:; I I
--:.._G_ _S.-t
. ...NA?. • ... _?KSj _ - ._._..._._ -. .' _ - .._ _ _ _. L __ ... ______ 2._ ____
prAR tz. Ak!,1 r` � `- -� 1� -4 !1)..es. 4 t - I !I) '' 233. • •& _ .
/23)1f. ,716 P5 .F_A•__f5`0 , -• - -.. _
.. .._.. f�> . fR.r.SSu.`rf - ( �5.(
LOA CAN 5flt>4 0 tri:1T WE. To Ti_NiV al (,.1.11G
T . //1P
_•- � r ' 1TLER
../NSULTING
®111111 ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
. FAX (425) 450.4076
JOB ^ /T�
SHEET NO W ' ✓
OF
CALCULATED BY C II N DATE J 27- r
CHECKED BY DATE
SCALE
MR A SHUTLER r
ma • CONSULTIIL
EN M ENGINEERS, INC.
1300 -114th Ave SE, Stine 250
Bellevue, WA 98004
(206) 450-4075 - FAX 450 -4076
Axial loads:
DL
LL
SL
WL
E
% Snow load to combine with seismic:
' Effective unbraced len
XX
•
YY
TORSIONAL
Member size & section properties:
Width Depth ___
LBS
LBS
LBS
LBS
LBS
C'=
KcE =
Slenderness design variable: KbE =
Column design variables:
Stress Adjustment Factors
COMBINATIONS
WITH COMP.
DL +LL
DL +LL+SL
DL +LL+WL
DL +LL +E
DL +LL+.5 "SL +WL
DL +LL+SL +.5*WL
DL +LL +%SL +E
WITH TENSION (T)
DL +LL +WL(T)
DL +LL +E(T)
DL +LL +.5•SL +WL(T)
DL +LL +SL +.5`WL(T)
DL +LL +°ESL +E(T)
hs (Le =K'L):
FT
FT
FT
Cd fc
(D.O.L) (PSI)
1 205.96
1 205.96
1.6 2Q5396
1 205.96
1.6 205.96
1.6 • 205.96
1 205.96
Cd
1.6
1
1.6
1.6
1
Bending Moments:
DL
LL
SL
WL
Cr =
CFc = 1.1
CFb = 1.3
CFt = 1.3'
Pc
(PSI)
295.79
295.79
302.03
295.79
302.03
302.03
295.79
ft Fl
205.96 1196.00
205.96 747.50
205.98 1196.00
205.96 1196.00
205.96 747.50
JOB
SHEET No. } OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
WOOD MEMBER WITH BIAXIAL BENDING & AXIAL LOAD
b IHH.'NAY'N.t" AYpir
Desc ion: • iJ t7> A > .. t ;,. r f s 3 , sf.,}� rsn f F S�f�
,cpuw.�ivauRw.<xcvnc&w rx�<F •. <u•��:vr <u. .rz «aom <uiw,u« ri <aYarruG3rinv,&v 'r.4p�3inus'£u'+nvr iu3i .£E.Euu <aaur.�iS.�3i.�cEi..�;uE .4<cpf3,(&rv3
51'UD S 2�l "D- C.
X -X
Grade: vca
Exx : E 1 Fc parall Fbx Fb
Wood properties:
Area Sx Sy lx ly
13.75 12.60 5.729167 34.66 7.161458
[sawn - 0.8, round - 0.85, glb - 0.9]
[visually graded - 0.3, other- .418]
[visually graded - 0.438, other - 0.609]
Cm =
Cfu =
Cc =
fbx
(PSI)
0.00
0.00
385.59
0.00
385.59
192.79
0.00
fbx F'bx thy
385.59
0.00
385.59
192.79
0.00
v-v
1308.125
1308.125
2093
1308.125
2093
2093
1308.125
2093
1308.125
2093
2093
1308.125
LB*FT
LB'FT
LB *FT
LB *FT
LB•FT
F'bx fby
(PSI) (PSI)
Ct =
Cf =
Cv = 1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
F'by Unity
(PSI)
1137.5
1137.5
1820
1137.5
1820
1820
1137.5
F'by Unity
1820
1137.5
1820
1820
1137.5
Major axis deflections (in):
DL Defl.= 0.00 LL Deft. = 0.00 SL Defl = 0.00
WL Den = 0.43 E Defl = 0.00 Total Dell = 0.43
**(assumes simple span & uniform load for slenderness factor and deflection calculation)"
* *(shear stresses have not been evaluated)**
Ft
0.70
0.70
1.01
0.70
1.01
0.74 •
0.70
0.36
0.28
0.36
0.26
0.28
D
____ � SHUTLER
- ■ CONSULTI(
ENGINEERS, INC.
1300-114th Ave SE, Suite 250
Bellevue, WA 98004
(206) 450.4075 - FAX 450.4076
„ + •as+ ry , •ro• „�• n » »s » s ; »�s�> s : � ++y s >,» >
q ���jj gg ��'3;?:,.... j, � ,,,, <'t;.4;f.' $$:;�,f,�.'y't.�i.'. •:,# s�.J..'.ti• #s# 5: ; <i.Str: : sr i''�f, >�,mM'�.�"'
Description �. lLts „Ll /Kf 9 mifffs <fik Ef i# >. % {':. <ifuiii #f%4iff£fiiE zfY iiri< ut< fi>. skn< fSt,: fz} I<f ffffYi <46a�'if#k27Sf2fYfE:£tEEf
5TUD5 �
Axial loads: Bending Moments: X -X Y -Y
s Tf LBS DL f£`fss r
DL �» #,:., �#�'t���''4. {� �t t''..�LB FT
LL LBS LL b b c ' . t e: f `£ r LB'FT
�: 3:f•, nTY,S
SL ); ', ; �,£ LBS SL ' :.,: a t LB'FT
WL ;if . , • :. LBS WL , t b . t LB FT
E ' LBS E : f'e:o: 4 a LB•FT
% Snow load to combine with seismic: y . %
COMBINATIONS
WITH COMP.
DL +LL
DL +LL +SL
DL +LL +WL
DL +LL +E
DL +LL +.5 *SL +WL
DL +LL +SL +.5'WL
DL +LL +%SL +E
DL +LL +WL(T)
DL +LL +E(T)
DL +LL +.5 *SL +WL(T)
DL +LL +SL +,5*WL(T)
DL +LL + %SL +E(T)
WOOD MEMBER WITH BIAXIAL BENDING 8 AXIAL LOAD
Effective unbraced lengths (Le =K`L):
X-X S FT
Y- Y3: ::z: >:i FT
TORSIONAL f I '` FT
Member size & section properties:
Width Depth =_= Area
8.25
Column design variables:
Slenderness design variable:
Stress Adjustment Factors
Cd
(D.O.L)
1
1
1.6
1
1.6
1.6.
1
1.6.
1
1.6
1.6
1
C' =
KcE =
KbE =
fc
(PSG
49,33
49.33
4913
49.33
49.33
49.33
49.33
WITH TENSION (T) Cd ft F9
49.33
49.33
49.33
49.33
49.33
,IOe
SHEET No. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
Wood properties:
Exx Eyy
Sx Sy Ix ly
7.56 2.0625 20.80 1.546875
Cr =�
CFc= 1.1
CFb = 1.3
CFI = 1.3.
F'c
(PSI)
295.79
295.79
302.03
295.79
302.03
302.03
295.79
1196.00
747.50
1196.00
1196.00
747.50
Grade:
Fc . = rall .. .. Fbx
[sawn - 0.8, round - 0.85, glb - 0.9)
[visually graded - 0.3, other - .418)
[visually graded - 0.438, other - 0.609)
Cm=
Cfu =
Cc =
FALSE
fbx
(PSI)
0.00
0.00
642.64
0.00
642.64
321.32
0.00
642.64
0.00
642.64
321.32
0.00
F'bx
(PSI)
1308.125
1308.125
2093
1308.125
2093
2093
1308.125
2093
1308.125
2093
2093
1308.125
Ct =
Cf =
Cv = 1.00
thy
(PSI)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Major axis deflections (in):
DL Defl.= 0.00 LL Dell. = 0.00 SL Dell =
WL Defl = 0.71 E Dell = 0.00 Total Dell =
'•(assumes simple span & uniform load for slenderness factor and deflection calculation)"
*'(shear stresses have not been evaluated)"
F
F'by Unity
(PSI)
1137.5
1137.5
1820
1137.5
1820
1820
1137.5
fbx F'bx thy Eby
1820
1137.5
1820
1820
1137.5
0.00
0.71
Ft
0.17
0.17
0.39
0.17
0.39
0.21
0.17
Unity
0.35
0.07
0.35
0.19
0,07
S ''TLER
.. .SULTING
NM ION ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB
P F INNINcf t f cs
SHEET NO. :.-• -, I `! 1 OF -t y �
CALCULATED BY L H DATE 5 -2/- rd /
CHECKED BY DATE
i // , Z
SCALE
•
• I
If ` !
. ! !
I ! ' t • I 1
I I I I
i! 1 1 I. i
I I
!. .• ,
I !
i r !
I
{ 1
1
I 1 I I ! i
i i I
1 i 1
1 i 0 ;
! 1
1
' ?.
I
i t I
1 ' f
I ,
n
1
I
i I !
i i
! i
•
1
3/LF
i
!
_- .� • 1
e .
111-Fif
;=
i
I
1
• i
�
I
8 r
•
_
_ _
--
.
— -AREA —V
•
; 1
_
1
, 1 1 ( 1 I I
_ _
- - -_--
- -3 f'------
.
S ''TLER
.. .SULTING
NM ION ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB
P F INNINcf t f cs
SHEET NO. :.-• -, I `! 1 OF -t y �
CALCULATED BY L H DATE 5 -2/- rd /
CHECKED BY DATE
i // , Z
SCALE
•
_ Sr''TLER
Mk MI & . 4SULTING
WWI ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB
SHEET NO.
OF
1- , 24 . 1 9
CALCULATED BY
CHECKED BY DATE
SCALE
DATE
lyT PLY_l ai) ss w/ I . got . 4l 3 X' FTi�1r`1�IG t : :
1
__ . ..
0
(A-5.t t --
@
�
a�✓4LocKED
t3Potkf9
�
i ViuDH:i
-265 rtf.;
; - , ! ILL @ 6" , i:C,
1 V ' -'
!,��, `
,v --
O,0
y
m
le/ ;
,
0
0
9'd ,y ,OC,
. in
I sty fi AiNT
t
£ s 3 ;
� � ' 6 i C 1U�60O iiit: `Y
r0
Ei
1
:Q' ► (�
G .
;
�K
Yom,, �-
•
•
.,
• i
a Row
I
1 11
i i I
�. 5''
j
�, c �
i •
! I
bDO
I
'
Oac oJtn " i✓ J w
_ f
_ - ; i
, , ;
;
i t
I
.
•
I
1
,
i I ;
•
•
_ Sr''TLER
Mk MI & . 4SULTING
WWI ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB
SHEET NO.
OF
1- , 24 . 1 9
CALCULATED BY
CHECKED BY DATE
SCALE
DATE
SHEAR -
WALL
SYMBOL
ALLOWV
AIME
(PLF)
SHEATHING & FRAMING
REQUIREMENTS
SHEATHING
NAILING
REQUIREMENTS
MINIMUM ANCHOR
BOLT
REQUIREMENTS
X' -x"
260
1
3/8" MIN. ON 2X
FRAMING .-
8d @ 6" O.0 AT
ALL PLY EDGES
5/8" DIA.
ANCHOR BOLTS 8
5' -6" O.C.
' x'-x" ...
J, .
380
55-A
15/32" MIN. ON 2X
FRAMING
8d @ 4" O.C. AT -
ALL PLY EDGES
5/8" DIA.
ANCHOR BOLTS
8 3' -6" 0.C.
x' -x"
3
490
VI
15/32" MIN. ON 2X
FRAMING
Sd @ 3" O.C.
AT ALL PLY EDGES
5/8" DIA ANCHOR
BOLTS 8 3' O.C.
x' -x"
I (
520
15/32" MIN. ON BOTH -
SIDES OF 2X FRAMING
MEMBERS
Sd 8 6" O.C. AT
ALL PLY EDGES
5/8" DIA ANCHOR
BOLTS 8 2' -6"
O.C.
x' -x"
j
• •
980
15/32" MIN. ON BOTH
SIDES OF 3X OR
THICKER FRAMING
MEMBERS (INCLUDING
BLK' G )
8d @ 3" O.0 AT
ALL PLY EDGES
(USE 3X OR 4X
BLOCKING)
5/8" DIA ANCHOR
BOLTS 8 l' -6"
O.C.
C , ^J
x J
. 1
980
15/32" MIN. ON BOTH
SIDES OF 2X FRAMING.
WITH ONE VERTICAL
SHEATHING JOINT MAX.
PER STUD
8d @ 3" O.0 AT
ALL PLY EDGES
(USE 3X OR 4X
BLOCKING)
5/8" DIA ANCHOR
BOLTS 8 l' -6"
O.C.
STRUCTURE ENGINEERING INC.
S HEAR NALL SC A
* ALL SHEATHING SHALL BE APR RATED SHEATHING OF STRUCTURAL II QUALITY OR BETTER,
WITH EXPOSURE 1 RATING.
* ALL SHEATHING IS TO BE NAILED TO INTERMEDIATE FRAMING MEMBERS WITH 8d NAILS @
12" O.C.
* USE BLOCKING TO BACK NAILING OF PLY EDGES WHERE PLY EDGES ARE NOT OTHERWISE
SUPPORTED.
* ALL EDGES OF EACH SHEAT OF PLY ARE TO BE NAILED PER THE PLY NAILING
REQUIREMENTS COLUMN OF THE ABOVE TABLE.
* ALL SHEATHING JOINTS SHALL HAVE EDGE NAILS FROM EACH SHEAT WHICH PENETRATE A
COMMON FRAMING MEMBER OR BLOCK.
* ALL NAILS TO BE COMMON WIRE NAILS OR GALVANIZED BOX NAILS.
* ALL ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" AND A MINIMUM COVER OF
2".
* ALL STUDS TO BE SPACED 16" O.C. MAX FOR 3/8" PLY; @ 24" O.C. MAX OTHERWISE.
* ALL HOLDOWN FRAMING MEMBERS SHALL BE FULL WALL HEIGHT & NAILED TO THE SHEATHING
ACCORDING TO THE EDGE NAILING REQUIREMENTS OF THE ABOVE TABLE. STAGGER NAILS
TO HOLDOWN FRAMING MEMBERS.
• (X' -X ") DENOTES,t4INIMUM CONTINUOUS HORIZONTAL LENGTH OF SHEAR WALL TO BE SHOWN
ON PLANS ADJACENT'T0 EACH SHEAR WALL SYMBOL.
* ANCHOR BOLTS SHALL BE PLACED A MINIMUM 2.5" FROM ANY BOTTOM PLATE EDGES EXCEPT
@ INTERIOR WALLS WHERE 1.5" IS ACCEPTABLE.
�� 4. r / Y7 it/ c lk
c,P,1
�l� S TIER
•— CbNSULTING
® ®® ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
- FAX (425) 450 -4076
JOB
./ I
SHEET NO h _ � � y � � r OF D
CALCULATED BY /♦ /'t ht DATE 5 - -27-9g
CHECKED BY DATE
SCALE
Sr./WC. ��5 , I0WI ",- w' = 1 6 .F:4_1 t/ ; •
___LaMc
`T
-- ` i `g -
- 133
I
I I
c Is). 61
•
I
L -
7 1 Psf ( 0,25
FLD&r
i -
y5il3 .j1
les 9=
"h 5d
.
I '
I . i
'%t,
I
i'i
.I .I
l Z, :
l i
• F
- trid
124 2( 4 ): 3
/2 3 ',. �' = /,j
p
=
!
1 i
1. I
I
W/ i
-I
■ ' 37 4. ?1'5
Q5 t$ F ( 94.7
, ,. " = 67111
`. tidal
= 1
33.Pit`
,
' H )
. i t, z � _' q 3 pT .I
T_ 1 =i Ig.1t.
!
_ic.iJA_rte;
•
. . 5
5 t o ' �
± ,
1 t
1
/Y p (� ,
14.Gltt. 11 b 1r !. i
—. .5 rAF, _g ..,,
_61.1N.
u,MW 410 16d c`dpy01 vJ JAG'' K, k (b : i " I yI 1.132: pi,'
!
A.O.NG E 61) . /K93) (2. = I s: G. ; %
'SltLL
__ - -___ ____.__ .s _..!:.
CdiMM,N @ 5 "d.0
�l� S TIER
•— CbNSULTING
® ®® ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
- FAX (425) 450 -4076
JOB
./ I
SHEET NO h _ � � y � � r OF D
CALCULATED BY /♦ /'t ht DATE 5 - -27-9g
CHECKED BY DATE
SCALE
®411111111E111 ''" ITLER
%MI IN ..NSI ING
IMP_ ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450 -4076
JOB
SHEET NO. 5 OF
CALCULATED BY e A a DATE 5 ' 71 ' 4 a
CHECKED BY DATE
SCALE,
A
s '
1
I
7z
1
1 : , 2 5 ( 2 , 9
=
D.
!
1
Ida
-
PSr
(zg' , . '
'
7 1
20 2.._
1 I
6 (,
►'o
Fir
x_
l:
i .
• 1);
g 75. 6(
Yill
‘ki
I g
K
.
....
REAM
" ir
:i
`
=
( Ii
r 4
I
I
tic
p
-- -- 6
Y.
i i
trtc '
I
1
I
W
Lf s -
74:j PI � ( 7 1 jl z
(z) 4- 704
Ps 1
"
r
1 1 ;
I 1
,'.P 3( =
t a i
,V
1 i
ao
i,
f
i
•
i • I
!
1
1'',7
1 i i
" 1
,.�
�,
�..
_
__
I mo
.
"
! e r !
" !
.
I
i
1
,," I
I ,,
I
®411111111E111 ''" ITLER
%MI IN ..NSI ING
IMP_ ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450 -4076
JOB
SHEET NO. 5 OF
CALCULATED BY e A a DATE 5 ' 71 ' 4 a
CHECKED BY DATE
SCALE,
. • • : ___ _,____________.
td.iti:5 :'! !
,,
_4&10AI_LAF___Elmit.
i : ■
,
, ....z I'\
......
.
,
. ,
izl i at5
•Fif C. t'd
s )4s031)
V. It
''. .
....
3 ■,
•■■
1
. I 1
_i
101 StO
= . V f 1
t‘ "
- ' al
R
1
,)...515 ti
.f6ip
P4 N e.ilq -, 7 MINI
• e;
i
. - Z
_3
q l'•
I
14: .
t f
16 t T (Tkt
ANC!
OK
* f i 0'
p.e.
t .
. ,
If-
71,41) ew(q);= 2512qs
rr 414r)= );e6',A
,
1 [
_1
1
Figi'7 A6DI wi PlY1c1 -i
il i f/4WP
.413,96 '' 2d.50
i 1
I
1
I
I
,,,
•
AI fi gif).
j 471-
la 3;11,1g60
1
1
tv
ii
328A '
_yi
6715
i 1 i
ate;
1
_ 14 ..wliii4ijiltke.5 tit
4tb
L1r
Mill
1
(II.
i
1 1
I
•
i
1
l ,
r '
e
_A__-_s_i____5_gtviAtnNik___:"
. • . .
_ _._._. __,i;' ...k3V.;_-'1!.' ___50.DiAPil
till ---- 595 PV , :-. • . . , • • , : .
, ,
i ; A s'‘jr (5_)__ NA -).-1 f i -,--> ' . . I ■
_..
-- 7 ' • ' - I . ; . i . . •
1 - %C= - 5 , 15 . 0' , ; 1A3. ... r ,..,
---, 7 - 1 -19- . -- teritpiov - Afsmtr - 41Ab,
•, i ;
:
. i 1 . '
, 1 I .
' ' :
, ■
■ • --7 I
I, .
IA!' 5i. .
- - ••- -•• • • • • • "i1j) ti '..... - 1' tr ------ --
1
Cf. - g(c3,._____ •
di)(
• terAV 'TO .
__. ... .... . _ ....
rt.
CRAS/
IL
.11.._10/4T. .(
. .1 :-- Stis -_-_----? 045-fi 14i.b
._*. .._._. _____..__... ..... ..___..
z OR . a/4/
.. ... .. .. ... .
49., , ii 1
• i • r • F . It - 1, • - - --- - - • -
- - - - -.- - ---- ---- -
Sr 'TLER
• C‘,01SULTING
NNW MIMI ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
. FAX (425) 450.4076
JOB
SHEET NO. -- 6 OF
CALCULATED BY fAH DATE 5 V
CHECKED BY DATE
SCALE
- StriTLER
lib IN ck. SLATING
MEW VIE ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB
SHEET NO. I OF
CALCULATED BY C44 DATE
CHECKED BY DATE
SCALE
131
; 1
6 I . 1 l i)( 4 A Ai ; : '
P : ' , Li. 1
S. s 1 I I
, .
A
14111
ri81 Li
,51 id i • li .;
i
1
IcaKoitl
ft).
'
649
!
!
4
ZI (.5 6 70a0 1 , 4 >
13
7
! i ,
; t
i
1
25
1
• 1
1
I
'1,,i-e_A
c
: ' J i 5
t ::-If5rY
littlf =! I
1
1 ,
Al oii„„
T
c.igaiii?iilba
, I
,
I ,
IteAt - ro
;;w1 1
)
sis 11 - 3 X. i to Inr .
p/fly,1
, -=.5 i 79,00 '
' "
1 =.1A )c • 0
, ,fr c c
4
' •pc*r
k
___,...._____.! __ rr
+.. i7 13' =9
95/
Ifto. <Arryp
1 ,
= Cis' iv r ', > /f4
i !
P
: : g . •
.
IATR L fi- s- avivg.(25i)' 4- Ltivicivp..51, .89:1k
.
xt:' Loire_
, :
nom /1156•D ' .
' L t ' . ' • "..' ' ' 1
' fA-4.0,0 :'
A 7 Mt 5 ; 514.
,
i . Pt
1 1 -= ao
— -1 4iaDo
TO 7f � i !4 !1/11.i) it f:- Ace ((.,33)-- (q47
.6,3)._.:Miliai M:4 '
,
; . '
______]6PAC0g __..._P , •
.
1A-Te
1 " ; 13.1z_- (1 ... :!_((_°..
_ • -
, it (,:-.,-
.:
-'..- --- .- —
/-s ..f A- ()IDE 1
- StriTLER
lib IN ck. SLATING
MEW VIE ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450.4075
FAX (425) 450.4076
JOB
SHEET NO. I OF
CALCULATED BY C44 DATE
CHECKED BY DATE
SCALE
M
11111_JNSULTING
ITIOMITMI ENGINEERS, INC
12503 Bel -Red Rd., Suite 100
Bellevue, WA 98005
(425) 450 -4075
FAX (425) 450.4076
JOB
SHEET NO, �^ OF
CALCULATED BY C DATE 7 -■•? (e
CHECKED BY DATE
SCALE
..
.
—__
.ii)
•i
•
I •
---* 1 zo7. emcfaxiii .0/ 7o-/td riNK6S 1,
i , .
. , 1
• , : i . ,, , ; 1 i
,
1 ., .• • ,
1 • • • , :
1 11,413,p
i
i i I
i • - . ; i ; • ;.!_,;
I5g
1
AR
ttiA Li, k 77 471J-)Je -= A
K•ri 1 1 1 ' i 1
1 I i i 1 1
.•
!
i
1 I i ! i i 1
!
0
h .
T
i
0 .
,
itriiu To , f.i. 5.' !c01, - I
i i .
I
WI
,
I-:- I ZSC1/16' 4 / tc 1 :
il ' Oft'r ixt
• i
ii I 3 II 11 'CR t
I :AerliG + 712. 7 . - :
1
>1 ;' L. 3K I o t I
1 1
1 I
Oft IF l.,t9,1i1:11 Fig_I> of
- 1 41 1 7
. " N'_p5_ 1 ' l i 11 5
i
(0 . ' oK
U 1S'
_u_
1
1 i
.
1. ./3 i'llOr4w.K,t) iRtepT ig !Pees: _i- iy ' 3 i
4 144 . 1
' 7 b : : . ,
$11 ' fri
t
! •
1
, .
•
• : , •, : , ;
, : , , • .
. .
___i13f
._._......I___V..R..__PRfli._–
;
! It- ' • , - -i i , I ,
,
1 "/ . .,,- 2 e. 4- 047 =
! A : , 72 I 1 7/4'
;16O ! . !
• . 1
1
1 1 .
.
" t PR E ilA C 1 3 " • : ' *_f
'
. .
! i. 1. '
c 1 t.16m4 : fRt 'OH rT II a
I •
• i
.—
!
.
. i
1/2- KIO KLO ___MR 1. ! ' ' h i i
, 1 1,--1--7
. •
_
.
.
i , : ; : . .-
•
_
, •
_OPtiPi......_.k1.0PTI7LEVI)....:61.
.. t?(I5.11N.
-
. -
.
56W i-
5 31 ! I '
- .V - ?/q."0 .filT _ Tie4 I C . •s..
Fg.o rTfr K_
- • •-• • - ,
. . .... .._
..
1.?..f..3) :DK._ ._:____
.
. .._ ........ ._ _ .. ... _.. ___ .............._.
..._
Ma. ONSULTING
IMF INN ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450-4075
FAX (425) 450.4076
JOB
SHEET NO, 1 OF
CALCULATED BY I M A DATE g - I - . 1 0
CHECKED BY
SCALE
DATE
i LED
;
1
. I
1 Itnr ■;
I . t !
' _ i , , . • , , , .
....-......--..........-
i
13°L-
izs(37:31),If
gs:
•
• .
1 1
; • 1 1 .
:I
1 1 li 12 g•
'". 71
+
,ii
1, i -
.
. 1 •
p IN tc. r
i 1
1 :
:
.
i___
' - ±(1 ''.5
"!
32'O
.t.. 1....,
1
4 1,f F
- 1— 3i
r ..(010
,
,
..
;
-IC
• c
AI
hek-1--'
ailliFT
.
,
I
1
.2.
1
1
1
1
;
.
1 •
1
1
.
4
1
.
;
1
.
;
1
I
I
- r -
1
7 --- 4-----
■
.
,
i
..
.
1
I
I i
r
1
.
.
1
.
.
•
I t
1
II
I
.
I
1-
.
•
.
•
r
.
.
.
--,
.
r
.
. . !
.
, .
,
.
.
.
. .
, .
......,
: -7 _
: .... .
i • ,
I ,
. . .
' 1 • t
! I
I
. ,..- ...
. . I r
.
•
• ■ •
.
1
i .
! , • i .
• • .
. . .
. , r
. .
. , ,....: . . 1 1 . .
.
. ; ....„
;
... . .. .
. .
. . ... .. . .. ..
. . . . .. . . . ,
.. ...
. ,
, ■ i
1
. .
. .....
. .
. _
...
. .. .
_ . .
411141ff - HUTLER
—ONSULTING
lir Mil ENGINEERS, INC
12503 Bel-Red Rd., Suite 100
Bellevue, WA 98005
(425) 450-4075
FAX (425) 450.4076
JOB
SHEET NO.
OF
CALCULATED BY C 4 I-1 DATE
CHECKED BY DATE
SCALE
ORDER NO. 329021 -5
THE LAND REFERRED TO IN' THIS COMMITMENT IS SITUATED IN'THE.STATE OF
.WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS. FOLLOWS:
LOT 3 -B.OF CITY OF TUKWILA SHORT PLAT NO. 91- 11 -SS, RECORDED UNDER -
RECORDING NO. 9112192032, RECORDS OF 'KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
•
PLAf��RVWTIN LIP
ACTIVITY NUMBER: D98 -0194
DATE: 6 -5 -98
PROJECT NAME: BEGINNING PRESS
XX Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter
Revision After Permit Is Issued
DEPARTMENTS:
lift Division
ublic Wo ks
1
I(,
Complete
1PR•ROUTE.DOC
6/95
TUES /THURS ROUTING:
FFiire�
S t(
kl A
Routed by Staff (if routed by staff, make copy to master file and enter into Sierra)
I Cl
Planning Division
.c.
Permit C oo r dinator
DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 6 -9 -98
Incomplete Not Applicable
Please Route ❑ No further Review Required
Comments:
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -7 -98
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
{
1
City of Tukwila .
Fire Department
Fire Department Review
Control #D98-0194
(512)
June 11, 1998
Re: Beginning Press - 13075 Gateway Drive South
Dear Sir:
Thomas P. Keefe, Fire Chief
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
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, 1 -6.3) (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)
2. Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort. Exit
doors shall not be locked, chained, bolted, barred, latched
or otherwise rendered unusable. All locking devices shall
be of an approved type. (UFC 1207.3)
Obstructions, including storage, shall not be placed
in the required width of an exit, except projections
as permitted by the Building Code. Exits shall not be
obstructed in any manner and shall remain free of any
material or matter where its presence would obstruct
or render the exit hazardous. (UFC 1203)
Dead bolts are not allowed on auxiliary exit doors
unless the dead bolt is automatically retracted when
the door handle is engaged from inside the tenant
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwlia, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439
City of Tukwila
Fire Department
Page number 2
space.
Exit hardware and marking shall meet the requirements
of the Uniform Fire Code. (UFC 1207.1- 1212.8)
Internally illuminated exit signs shall have both
bulbs working at all times. (UBC 1013.3)
Combustible material shall not be stored in exits or
exit enclosures. (UFC 1103.3.2.3)
Thomas P. Keefe, Fine Chief
3. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
All new sprinkler systems and all modifications to
existing sprinkler systems shall have fire department
,review and approval of drawings prior to installation
or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than
50 heads shall have the written approval of the
W.S.R.B., Factory Mutual, Industrial Risk Insurers,
Kemper or any other representative designated and /or
recognized by The City of Tukwila, prior to submittal
to the Tukwila Fire Prevention Bureau. No sprinkler
work shall commence without approved drawings. (City
Ordinance #1742)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
4. 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 #1742) (UFC 1001.3)
Call the Tukwila Fire Department at 575 -4407 for
approval of any system shut down. Have job site
address, name and the Tukwila Fire Department Job
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439
John W. Rants, Mayor '
(1
City of Tukwila .
Fire Department
Page number 3
Yours truly,
The Tukwila Fire Prevention Bureau
cc: TFD file
ncd
Number available to confirm shut down approval. (City
Ordinance #1742)
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
5. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
6. Required fire resistive construction, including
occupancy separations, area separation walls, exterior
walls due to location on property, fire resistive
requirements based on type of construction, draft stop
partitions and roof coverings 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 701)
Thomas P. Keefe, Fire Chief
This review limited to speculative tenant space only -
special fire permits may be necessary depending on
detailed description of intended use.
Any overlooked hazardous condition and /or violation of the.
adopted Fire or Building Codes does not imply approval of
such condition or violation.
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439
`
2.
111410110104.01111114444.... .. ..
- . -
Display Certificate
...
fi
1
1.
a •
• . :•••• • ;
- • •
. „
• : • .....
:;:r.z. •
NOTE:
PLYWOOD SHEATHING
NOT REQUIRED IF
NOT INDICATED ON
FOUNDATION PLAN
'h" CDX PLYWOOD w/
NAILING PER PLAN
& SHEAR WALL SCHEDULE
JJ3 %" MINIMUM EMBED
9'
3x6 BOLTED
TO TS COLUMN
TS COLUMN
PER PLAN
(E) IE & BOLTS
(E) CONC. SLAB
EXP. BOLTS
PER SHEAR
WALL SCHEDULE
SECTION A -1.0
SCALE: Y4 " =1' -0"
SECTION D- 1.0
SCALE: 4i" =1' -0"
PROVIDE BLED. (ON EDGE)
0 ALL PLYWOOD EDGES
PER PLAN & SHEAR WALL
SCHEDULE
SHEATHING PER ARCH.
(0 SHEAR WALL MARK )(
PROVIDE 1" CDX PLYOOD
w /NAILING PER PLAN
& SHEAR WALL SCHEDULE
BOTH SIDES)
% "0 EXP. BOLT
SPACED PER PLAN
& SHEAR WALL
SCHEDULE
"0 THREADED ROD
0 30 "o.c. WELDED
TO TS COL. w/ 14"
FILLET ALL AROUND
STUD WALL
PER PLAN
SHEATHING &
NAILING PER
SHEAR WALL
SCHEDULE
REPAIR (E)
SLAB AS REQ'D,
(E) FIG.
c�'is Q/94.
IE4:x11x0' -11" w/
4 -4'4 "0 EXP. BOLTS
(EMBED 5" MIN.)
1" LEVELING
GROUT
SECTI4 B -1.0
SCALE: 44"= I
TS COLUMN
PER PLAN
(E) CONC. SLAB
REPAIR AS
REQUIRED
(E) FIG,
. THREADED ROD
0 24 "o.c. WELDED
TO TS COL. w/ V4"
FILLET ALL AROUND
3x6 BOLTED
TO TS COLUMN - -
TS COLUMN
PER PLAN
P V241oxO' - 10" w/
4 -4i "0 THREADED
RODS w /EPDXY
0 7" GAGE
(EMBED 7" MIN.)
1" LEVELING
GROUT
TS (Y
FTC.
SEE FOOSCHEDULE
FOR SIZE REINFORCING
SECTN E -1.0
SCALE: 44's"
STUD WALL
PER PLAN
(E) CONK. SLAB
REPAIR AS REO'D
3x6 BOLTED
TO TS COLUMN
TS COLUMN
PER PLAN
W 1/2x1180 -11
/4- 3■ "0 EXP.
BOLTS 0 B"
GAGE (EMBED
5" MIN.)
(E) CONC. SLAB
1" LEVELING
GROUT
EXP, BOLTS
PER SHEAR
WALL SCHEDULE —
O
SECTION C -1.0
SCALE: " =1' -0"
44 "0 THREADED ROD
0 24 "o.c. WELDED
TO TS COL. WA"
FILLET ALL AROUND
(TYPICAL 0 TWO
FACES OF COL.)
REPAIR (E)
SLAB AS RED'D.
(E) FIG.
STUD WALL
PER PLAN
SHEATHING &
NAILING PER
SHEAR WALL
SCHEDULE
SHOP DRAWINGS CONTINUED:
THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY.
VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS
FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE
STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE
SUBMITTED TO THE STRUCTURAL ENGINEER FORA CURSORY REVIEW FOR COMPLIANCE
WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE
BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE
CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT
ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A
REPRODUCIBLE AND TWO COPIES; REPRODUCIBLE WILL BE REVIEWED AND RETURNED.
SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO
REVIEW BY THE ENGINEER.
SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE
STRUCTURAL DRAWINGS. IT SHALL BE DIE RESPONSIBILITY OF THE GENERAL
CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT
WITH THE LATEST STRUCTURAL DRAWINGS.
SPECIAL CONDITIONS:
DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING,
BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL,
STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY
DIMENSIONS IN FIELD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES.
SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND
LOCATIONS, FLOOR AND WALL FINISHES, ETC.
MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS:
IT SHALL BE THE GENERAL Y ENGINEERING CONTRACTOR AND/OR SUB-CONTRACTOR'S RESPONSIBILITY
CITY
TO PROVIDE ALL NECESSARY ENGINEERIN CONSTRUCTION AND CONSTRUCTION N DOCUMENTS FOR
THEIR SCOPE OF WORK. TOTS TL INCLUDE OF THEIR SHOWN SYSTEM AT ANY
REVIEW STR AND MODIFICATIONS TEL BASIC STRUCTURAL SYSTEMTWN ON THESE
CONSTRUCTION B DOCUMENTS OF
AS S F ANY AS ANY ADDITIONAL STRUCTURAL SUPPORT
REQUIRED D BY Y THEIR SYSTEM.
GLIIJAMINATED WOOD MFMBRRS CONTINUED:
STRESS VALUES - THE GLUED LAMINATED TIMBER MEMBERS FURNISHED SHALL
PROVIDE STRESS VALUES THAT MEET OR EXCEED THE FOLLOWING: (24F -V4 AT SIMPLE
SPAN BEAMS, 24F -V8 AT CANTILEVERED BEAMS)
BENDING, Fl, 2400 psi
HORIZONTAL SHEAR, F. 165 psi
COMPRESSION PF,RPENDICUI.AR TO GRAIN
Fc (tension face) 550 psi
Fc(compression face) 650 psi
MODULUS OF ELASTICITY, E 1800 Asi
PLYWOOD:
FLOOR SHEATHING.....23 /32 APA RATED STURD-I- FLOOR, T & G
W/EXTERIOR GLUE OR APA APPROVED EQUAL
ALL PLYWOOD EHALL CONFORM TO U.S. PRODUCT STANDARD P.S. I- 83, NAILING SHALL
BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER TO SCHEDULE SITE
VISIT PRIOR TO COVERING ROOF SHEATHING.
TRUSSES:
TRUSSES ARE TO BE TJLX'S AS MANUFACTURED BY TAUS JOIST CORPORATION AND
FABRICATED IN ACCORDANCE WITH THE COUNCIL OF AMERICAN BUILDING OFFICIALS
EVALUATION REPORT iNER -148. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED
BRIDGING AND BLOCKING, BOTH PERMANENT AND ERECTION. DESIGN CRITERIA SHALL
MEET OR EXCEED THE FOLLOWING:
FLOOR TRUSSES...... ...._.. ..................LOADING -- TOP CHORD.. .50 PSF L.L. PLUS
28 PSF D.L.
FLOOR TRUSSES DEFLECTION - LIVE LOAD... 1/480
[NOTE: TOP CHORDS TO BE DOUGLAS FIR SPECIES]
TRUSS SUPPLIERS NOTE:
THE TRUSS CONFIGURATIONS. INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE
DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED
WITH WHEREVER POSSIBLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD
REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO
SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A
COST PROPOSAL OR BID.
IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT
STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO
THE APPROVAL OF THE OWNER, ARCHITECT AND ENGINEER.
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER
TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO
SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS MANUFACTURER'S BID
WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS.
TRUSS SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY
A LICENSED STRUCTURAL ENGINEER.
SPRINKLER SUPPORT NOTES:
IA, ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A
"MAIN" FOR THE PURPOSE OF THESE NOTES.
B. THE BIDS FOR BOTH THE SPRINKLER AND JOISTS ARE TO INCLUDE ALL HANGERS,
BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED.
2.5. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY
SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST.
B. EACH 101ST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL
SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST.
3. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE:
A. PLACED MID-WAY BETWEEN TWO JOISTS AND BE TRAPEZED SO EACH JOIST SUPPORTS
HALF THE LOAD.
B. SUPPORTED AT 10'-0" ON CENTER MAXIMUM.
4. USE THE FOLLOWING WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN:
PIPE SIZE WT PER FOOT HANGER VERTICAL LOAD EXAMPLE:
8" 51# GIVEN: 8" DIAMETER MAIN-
SUPPORTS AT 5' ON CENTER
6" 324 FIND: HANGER DESIGN LOAD
5" 24# SOLID: 51 #/FIX 10' =510#
4" 174 ADON'L PER NFPA #13 -250#
3 -I/2" 144 TOTAL SUPPORT DESIGN LOAD = 760#/HGR
ALL HANGERS TO BE DESIGNED, SUPPLIED AND INSTALLED BY THE SPRINKLER
SUPPLIER.
5. SPRINKLER LATERAL SWAY BRACING (AT 90 DEGREES TO MAIN) TO BE:
A. SPACED A MAXIMUM OF TWICE THE VERTICAL SUPPORT SPACING.
B. BRACED FROM THE MAIN TO A FLOOR STRUCTURAL MEMBER WITH CONNECTIONS
DESIGNED AND INSTALLED BY THE SPRINKLER SUPPLIER.
C DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF HALF THE WATER
FILLED PIPE WEIGHT TIMES THE SWAY BRACE SPACING.
6. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT AND JOIST
MANUFACTURER WITH DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH
DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC.
7. THE ROOF JOIST DESIGNER TO PROVIDE AND INSTALL ADDITIONAL BRACES TO TAKE
THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE FLOOR DIAPHRAGM.
INSPECTIONS:
A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED
INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER
CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY
FOR REVIEW. THE TESTING AGENCY SHALL BEAN INDEPENDENT TESTING AGENCY
APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE
PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING
DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT
CONSTITUTE AN OFFICIAL INSPECTION.
SOILS ENGINEER TO TAKE COMPACTION TESTS WITHIN BUILDING AREA IN ALL FILL
AREAS, COMPACTION TO BE AS REQUIRED BY SOILS REPORT.
FOUNDATION --
SOILS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING
FOOTINGS.
AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT
CONCRETE, REBAR, AND MASONRY AS FOLLOWS.
CONCRETE --
INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH
CONCRETE POUR, BUT NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF
CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA
FOR SLABS OR WALLS. TEST ONE CYLINDER AT 7 DAYS. TEST REMAINING
CYLINDERS AT 28 DAYS. SLUMP, AIR CONTENT AND CYLINDERS PER UBC SECTION
1905.6.
SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL FIELD WELDING, HIGH
STRENGTH BOLTING, AND EXPANSION BOLT INSTALLATION AS REQUIRED BY UBC
SECTION 1701.5.
SHOP DRAWINGS:
SHOP DRAWINGSS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT
AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS
CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL
DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE
STRUCTURAL ENGINEER AS SUCH.
I) REINFORCING STEEL
e)TAl concrete
EEL elements i.e. beams, wells, cal, Ags, etc.
C UR
2) ITEMS
GLE-LA WALE MEMBERS
M
3) TUBE WOOD
4) WOOD CHORD/ METAL TUBE WEB TRUSSES
OHM-DRAWINGS CONTINUED AT LEFT)
GENERAL NOTES
CODE: UNIFORM BUILDING CODE, 1994 EDITION
LIVE LOADS:
ROOF ............ ............................ PBP SNOW LOAD
WIND ........... ....._.......................BO MPH ZONE, EXPOSURE "B"
SEISMIC.. ZONE III
MEZZANINE FLOOR 50 PSF LIVE LOAD PLUS 20 PSF PARTITION LOAD
FOUNDATIONS:
FOUNDATION DESIGN PER REPORT 0 5710-001 -37 -1150 DATED MARCH 31, 1997 BY GEO
ENGINEERS INC., ALL FOUNDATION WORK PER THIS REPORT. ALLOWABLE SOIL
BEARING 2000 PSP PER REPORT. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 18
INCHES BELOW LOWEST ADJACENT GRADE. SOILS ENGINEER TO INSPECT AND APPROVE
FOUNDATION EXCAVATIONS PRIOR TO POURING. ALL FOOTINGS SHALL BEAR ON 3' -0"
MINIMUM OF COMPACTED STRUCTURAL FILL ALL SL ABS SHALL BEAR ON 1' -0"
MINIMUM OF COMPACTED STRUCTURAL FILL SEE GEOTECI3INCAL REPORT FOR
STRUCTURAL FILL REQUIREMENTS AND ADDITIONAL INFORMATION.
SOIL BEARING CAPACITY ASSUMED TO BE 2000 PSF. SOILS ENGINEER TO VERIFY IN
FIELD. ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR SOIL COMPACTED TO 95
%MODIFIED PROCTOR PER ASTM D -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES
MINIMUM BELOW LOWEST ADJACENT GRADE.
SLABS ON GRADE:
THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF OTHER BUILDINGS WITH SIMILAR
FLOOR LOADING AND SOIL CONDITIONS CONSTRUCTED IN THIS AREA. THE SLAB HAS
NOT BEEN DESIGNED FOR ANY SPECIFIC LIVE LOAD AND HAS BEEN DETAILED TO MEET
LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. NO CONSTRUCTION LOADS
HAVE BEEN INCLUDED IN THE DESIGN OF THE FLOOR SLAB.
THE CONTRACTOR SHALL REVIEW WITH THE SOILS ENGINEER THE CONSTRUCTION
LOADING OF THE SLAB AND SOILS BELOW. HE SHALL TAKE THE NECESSARY MEASURES
TO INSURE THAT THE SLAB AND SOILS BELOW WILL NOT BE EFFECTED OR DAMAGED BY
THE CONSTRUCTION LOADING. THE CONTRACTOR SHALL ADD ADDITIONAL CONCRETE,
REINFORCING AND UPGRADE JOINT DETAILING AS REQUIRED FOR HIS LOADING.
CONCRETE:
ALL CONCRETE SHALL BE STONE - AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF
APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL
BE AS FOLLOWS:
Pc =3000 psi FOR ALL STRUCTURAL CONCRETE
CONCRETE W ALL EXTERIOR SLABS TO BE AD2 ENTRAINED 6% PLUS OR MINUS 1%.
CONCRETE SUBMITTALS SHALL CONFORM TO SECTION 1905 OF THE UBC. MIXING AND
PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND AC! CODE
318 -93, PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A
DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED
WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL
EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL
DRAWINGS. GROUT FOR COLUMN BASES SHALL BE "EMBECO" MASTER FLOW 11713 BY
MASTER BUILDERS, INC. OR APPROVED EQUAL.
EPDXY:
EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE HIT
HYI50 INJECTION ADHESIVE AS MANUFACTURED BY HILT!. ANCHOR BOLTS AND REBAR
TO BE INSTALLED IN DRILLED. HOLES PREPARED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND ICBO REPORT I5193.
REINFORCING STEEL:
ALL REINFORCEMENT SHALL CONFORM TO ASTM A615482(SI), (SEE BELOW FOR WELDED
DEBAR) ALL REINFORCING SHALL BE GRADE 60 (Fy = 60,000 psi; Fs =24,000 psi). LAP
CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW, 1'-7" MINIMUM
UNLESS NOTED OTHERWISE, CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL
HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL
OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. WELDED
WIRE FABRIC TO CONFORM TO ASTM A -82 AND A -I85. WELDED HEAD STUDS SHALL
CONFORM TO ASTM A -108 (Fy=55,000 psi).
THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS
INDICATED OTHERWISE ON DRAWINGS):
A)
B)
• C)
MINIMUM LAP SPLICE LENGTHS
BAR SIZE 11 =3000
#4 29"
#5 36"
06 43"
#7 63"
CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO
EARTH........................................................ .................. EARTH FACE
CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS)
#6 THROUGH #18 BARS ............................ .............................2
#5 BARS & SMALLER ...................... ...... .........................1 -1/2"
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
SLABS, WALLS & 101ST - ql l BAR & SMALLER .............. 02 "
BEAMS & COLUMNS.
STRUCTURAL STEEL:
PIPE COLUMNS SHALL CONFORM TO ASTM A -501, (Fy - 36,000 psi). TUBE COLUMNS SHALL
CONFORM TO ASTM A500, GRADE B (Fy m 46,000 psi). STRUCTURAL STEEL SHALL
CONFORM TO ASTM A -36 (Fy =36,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL
SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM.
ALL WELDS TO BE IN ACCORDANCE WITH AWS DI.1 -96 AND BY WABO CERTIFIED
WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES.
MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. NAIL OR
BOLT TO PROVIDE MAXIMUM ALLOWABLE LOAD AS SPECIFIED BY MANUFACTURER
UNLESS SHOWN OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A307; HIGH
STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A32514;
EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI "KWIK BOLTS -II" (MANUFACTURED
AND INSTALLED PER ICBO REPORT 04627 DATED JULY 1996) OR APPROVED EQUAL
ANCHOR BOLTS INTO CONCRETE AND /OR MASONRY SHALL BE. A307. MINIMUM
EMBEDMENT FOR ANCHOR BOLTS IN MASONRY SHALL BE PER UBC SECTION 2106.2.14.
MINIMUM EMBEDMENT FOR ANCHOR BOLTS IN CONCRETE SHALL BE PER UBC TABLE
I9 -E, UNLESS INDICATED OTHERWISE.
FRAMING LUMBER:
ALL FRAMING LUMBER SHALL BE D.F. 020R BETTER.
ALL GRADES SHALL CONFORM TO W WPA WESTERN LUMBER GRADING RULES -- 1991
EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED
WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION
FOR ALL LUMBER. WHERE NOT OTHERWISE NOTED, NAIL PER UBC TABLE 23 -1 -Q.
GLU- LAMINATED WOOD MEMBERS:
CONDITIONS OF SERVICE - DRY CONDITION
PRESERVATIVE TREATMENT- UNTREATED WOOD
APPEARANCE - APPEARANCE OF MEMBERS SHALL BE INDUSTRIAL GRADE
PROTECTION - UNLESS OTHERWISE SPECIFIED, A COAT OF END SEALER SHALL BE DNP�Ib►N
APPLIED TO THE ENDS OF ALL MEMBERS AS SOON AS PRACTICABLE AFTER END
TRIMMING. SURFACES OF MEMBERS NEED NOT BE SEALED
MEMBERS SHALL BE - LOAD WRAPPED
QUALITY MARKS AND CERTIFICATES - MEMBERS SHALL BE MARKED WITH THE
AMERICAN WOOD SYSTEMS APA -EWS TRADEMARK INDICATING CONFORMANCE WITH
THE MANUFACTURING, QUALITY ASSURANCE AND MARKING PROVISIONS OF ANSI
STANDARD A190.1.
I )GLU -LAM BEAMS & GIRDERS
MANUFACTURE - MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN
CONFORMANCE WITH AMERICAN NATIONAL STANDARD ANSI AI90.1 -1983, STRUCTURAL.
GLUED LAMINATED
(GLUT AMINATRD WOOD MEMBERS CONTINUED ABOVE LEFT)
CITY OF TUKWILA
N'PROVEO
JUL 151998
AS NOLLU
CITY OF TUUNILA
D 9 $- 0 q JUN - 5 1998
if
a
Ri
O
s - 1 . 0
1 OF '3
O
NOTES: 1) DIMENSIONS TO EXISTING STRUCTURE ARE AS INDICATED ON THE
ORIGINAL CONSTRUCTION DRAWINGS. THE CONTRACTOR AND SUB-
CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS AS REQUIRED PRIOR TO THE START OF CONSTRUCTION
AN0bA FABRICATION OF ANY STRUCTURAL ITEMS.
2 SEE THE ARCHITECTURAL DRAWINGS FOR THE BALANCE OF THE
DIMENSIONS.
PARTIAL FOUNDATION PLAN
SCALE: 1/8" = 1' -0"
STRAP
BEYOND
2G' -0"
COLUMNS
A -3.0
GLIB +
E -3
6 .x2 GLB +
4x12 IFDGFR
Ni
LEDGER
Az' TOG
SHEATHING
4x12
LEDGER
MEZZANINE FLOOR
FRAMING PLAN
4) NAIL & GLUE ALL PLYWOOD TO FRAMING.
J -3.0
A -3.0
CMST12x 14' -0" w/
2 ROWS 16d SINNERS
® 3 V "o.c.
END 0f)
S1RAP
4x12
LEDGER
CMST I2x18' -9"
• 2 ROWS 15d SINKERS
® 31"o.c. (INSTALL 3x4
FLAT BLOCKING ALONG
STRAP) (ALIGN AWAY
FROM MTT28B)
CMST12x18' -9" w/
2 ROWS 16d SINKERS
® 3'/ "0.c. (INSTALL 3x4
FLAT BLOCKING ALONG
STRAP) (ALIGN AWAY
FROM MTT28B)
2,5 ® 24 "0.c.
w /LUS26 HNGR
TO 4x12
MST60 w/56 -16d SINKERS
MST48 w/46 -16d SINKERS
4M
2) TOP OF MEZZANINE FLOOR FRAMING (BOTTOM OF PLYWOOD)
ELEVATION ABOVE REFERENCE DATUM PER ARCH. DRAWINGS.
3) SEE MEZZANINE DIAPHRAGM NAILING DIAGRAM FOR FLOOR
NAILING REQUIREMENTS.
C -30
SCALE: 1/8" = 1' - 0"
JOGGED: 11 DIMENSIONS TO EXISTING STRUCTURE ARE AS INDICATED ON THE
ORIGINAL CONSTRUCTION DRAWINGS. THE CONTRACTOR AND SUB-
CONTRACTORS SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS AS REQUIRED PRIOR TO THE START OF CONSTRUCTION
WN06N FABRICATION OF ANY STRUCTURAL ITEMS.
D -3.0
CMST12x40' -0" w/
59 -16d SINKERS
WITHIN 10' OF EA. END
AND 8d 0 14"o.c.
ELSEWHERE (INSTALL 3x4
FLAT BLOCKING ALONG
STRAP) (ALIGN AWAY
FROM MTT28B)
CITY OF TUNWI■
APPROVED
JUL 151998
AS h01t0
DUILOMG 01'J (—
RECEIVED
CITY OF TUINJILA
JUN - 5 1998
P ERMITCENTER
Uw
fi
0
U
00
TM
2 OF 3
VT
S -2.0
SHEAR WALL SCHEDULE
MARK
SHEATHING
EDGE
NAILING
ATTACHMENT
O
.e" CDX PLYWOOD
ONE SIDE
2x
8d A 6 "o.c.
TA' "0 EXP. BOLTS A 4850.0.
O
'/" CDX PLYWOOD
BOTH SIDES
3x
8d A 3 "0.c.
Y "0 EXP. BOLTS A 18 "o.c.
MEZZANINE DIAPHRAGM
NAILING SCHEDULE
MARK
NAILING
BLOCKING
0
'OTH
ER' EDGES
NONE
2x4 FLAT IN
2x4 FLAT MIN.
8
4 o.c. CONT. EDGES
6 .c. OTHER EDGE-
S
3 "o,c. CONT. EDGES
4 "0.0. OTHER EDGES
FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
F6.0
6'-
0 ",6'- 0 ",1'
-0"
6 -(f5
EW,
BOTTOM
F6.5
- a
6'-
6 "x6' -6 ',T '
-1"
6 -#5
E.W.,
BOTTOM
F7.0
BOTTOM
7'
0 "x7 1
-2
7 -0
E.W.,
DOUBLE 2c6
TOP PLATE
w /SPLICE PER
SECT. L -3.0 -
STRAP
PER PLAN —
STUD WALL
PEP ARCH
STUD WALL
PER ARCH.
SHEATHING
& NAILING
PER SHEAR
WALL SCHED.
STUD WALL
PER PLAN —
0
GLB
PER PLAN—'
" P
EA SIDE
w/ TL "0 M.B
:" BRG.W-J
TS COL
PER PLAN - -
M11 '80 0 44 oc
'"'4 - 1 SNIT
RT.
'�" IHREADED ROD.
EP TO WALL
w /4" MIN EMBED
y STRAP
SCALE Y4 " =1' -0"
SCALE .14" =I' -0"
O PER SECT
H -3.0 (NP.)
DAP TO GLB
AS SHOWN)
SCALE: Y" =1' -0"
2 ROWS IHO COMMON
2,4 BLOCIH
SHEATHING
PER PLAN
JOIST PER PLAN
LEDGER PER PLAN
0 /1 "m EXP. BOLTS
A 10 "o.5 MAX STAGGERED
(EMBED 4'1 ") (MAINTAIN 5"
TO LEDGER ENDS &
CONCRETE EDGES)
- -- (E) P . PANEL
SECTION A -3.0
TS COLUMN,
GLB & STRAP
SECTION F -3.0
SECTION L - -3.0
STRAP PER PLAN
SHEATHING
PER PLAN
ROWS 851
A 5 "o c_ ALL
ALONG GLD
- -GLB PER PLAN
JOIST PER
PLAN (TOP
JOIST PER
PLAN (TYP_1
GEB
PER PLAN-
GLT5 HANGER
w /OFFSET TOP
FLANGE ',,+ " SIDE T
GLB PER PLAN E/. SIDE
EA SI D M.B.
T.S. COLUMN
PER PLAN
w /TOP CONN
PER SECT. H -3.0
1" PIRG. IC
1oi4
SHEATHING
PER PLAN
- DOUBLE 2x6 TOP
V
PLATE 50 -161
A SPLICE THIS
WALL ONLY
SHEATHING
& NAILING
PER SHEAR
WALL SCHED.
STUD WALL
PER PLAN
--END 'J. CMST14
— MT528B A 46 o _ w /24 - I 6d SINGERS
& "0 THREADED ROD EPDXIED TO
/ WALL W /4" MIN. EMBED
CMSTI4,10' -0" A 24 "o_c.
- 0/13 -16d SINKERS WITHIN 22 OF
EA. END & Dd A 14 "o.o ELSEWHERE
(ALIGN ADJACENT TO MTT28B) -I
'-2 ROWS SO A 5 "c .c.
/� SHEATHING
� � PER
43,4x y LO' L\
L.L.V. (nPl
DETAIL g
l / �
1 L4 >6 CLOT CPS FIRST TWO
BAYS A STRAPS (NAIL BOTH
STRAPS TO SAME BLG'_I.)
LEDGER PEP PLAN
w /4, "m EXP BOLTS
\ 48 "o c MAX.
(EMBED S 01N.)
(MAINTAIN 6 TO LEDGER
ENDS & CONCRETE EDGES)
(E) P C. PANEL
SECTION B -3.0
SCALE: Y4 " =1' -0"
PER F-I.
t (E) COL & _.
FIRST JOIST
JOIST
PER PLAN
2,4 FLAT A
STRAP AWAY
[ROM FIRST
TWO BATS
SCALE: . " =1' -0"
DES.
LEDGER PER PLAN
CONN. PER
SECTION B -3.0
E x8 x0' -11'.4 "
1/4 SILLS
SECTION G -3.0
0
SIC ex 5x0' -1 I'T,
EA. SIDE OF COL,
(E) TS COLUMN
(e)
- -(E) P C.
PANEL
W''. x6,2' -6" EA.
SIDE OF GLB OVER
WALL SHEATHING
SHEATHING
PER PLAN
JOIST
PER PLAN
E -30
GLB PER PLAN
SIDE H
EA. SIDE
1" BRG_ FE
TS COLUMN
PER PLAN
Q MFZZANINE DIAPHRAGM
NAILING DIAGRAM
SCALE: 1 " =20'
STUD WALL
ABOVE
PEP ARCH
KEG
NAIL TO
TOP PLATES
w/4 -16d
SINGERS
6x6.x12' -0 "0
TOE' PLATE --"
SHEATHING
& NAILING
PER SHEAR
'DAL I. SCITEI7.
2 ROWS
8d A 5 "o.c.
- n" T &G PLYWOOD
ROWS A
oc. (TOP_ 8d )
•
L JOIST 'ER PLAN
\ -- STUD WALL.
PER PLAN
SECTION C -3.0
SCALE: Y4 " -1 0
T S COLUMN
OF BC
'I
6x8, 13' - -0 "±LONG STRUT
(NAIL PLYWOOD TO STRUT
w/2 -ROWS 8d A 3"0.�
EACH SIDE) --
STUD WALL
PER PLAN
3x6 w /CONN.
TO TS COL.
PER SECT D -1.0
SECTION H -3.0
SCALE. Y " =1 - 0"
NAIL INS SCHEDULE NOTES.
1) ALL NAILS TO BE 8d COMMON ( 131 "0x2 TB"
MINIMUM LENGTH) (U.N.O.).
2) NAILS TO BE SPACED A 12 "o.c. AT
INTERMEDIATE FRAMING.
3) PROVIDE 2 ROWS 8d A 5 "o.c AT
ALL DIAPHRAGM BOUNDARIES (U. N.0.1.
DETAIL as
'OTHER'
EDGE
— INTERMEDIATE
FRAMING
CONTINUOUS
EDGE
STLIL' 'WALL ABC'RE
PEP ARCH
SHEATHING &
NAILING PER
SHEAR WALL
SCHEDULE
HST2
EA SIDE
STRUT PER
SECT H -3.0
STUD WALL
PER PLAN
S.W_ (TRANSVERSE)
L.W. (LONGITUDINAL)
E.W. (EACH WAY)
SCALE: R " =1' 0"
SCALE 3/4"= I '-0"
SECTION D -3.0
t HST2
Firi
I
SECTION J -3.0
NO1'E
SOME FOOTINGS IN SCHEDULE MAY NOT BE USED.
TIE TRANSVERSE REINF.
TO TOP OF BOTTOM REINF,
& BOTTOM OF TOP REINF.
TYPICAL
REINFORCEMENT PLACEMENT
STUD WALL
PER ARCH.
ABOVE FLOOR
LEVEL
SHEATHING
PER PLAN
JOIST
PER PLAN
- HoRoT 2' -0 "±
LONG STRUT
(NAIL PLYWOOD
T O STRUT
2 -ROWS
8d A 3 "o.c.
EA. SIDE)
SHEATHING
& NAILING
PER SHEAR
WALL SCHEDULE
TOP REINF. IS 2" CLEAR
BOTTOM REINF. IS 3" CLR_ (U.N.0.)
2,6 BLOCKING
NAIL TO GLB
0 -16d SINKERS
�" RHO PLYWOOD
SECTION E -3.0
SCALE: =1' -0"
SHEATHING
PER PLAN
JOIST
PER PLAN
a
E -3.0
GLB PER PLAN
IN" E_
EA. SIDE
w/ 3/4 M.B.
H," BRG, IC
ROWS 8d
A 3 "o. c.
SECTION K -3.0
SCALE.
0'
JOIST PER PLAN
(TYP.)
GLB PER PLAN
STUD WALL
PER ARCH.
2- ROWS
8d A 5 "o.c
GLB PER PLAN
STRAP PER PLAN
W LT3 HANGER
/TOP FLANGE
OFFSET (TYP.
EA. SIDE OF
LARGER GLB)
1— <r ( N
TS COLUMN
PER PLAN
SHEAR WALL SCHEDULE NOTES.
1 NAILING APPLIES TO ALL PLYWOOD EDGES, TO TOP PLATE & TO ALL
POSTS WITH HOLDOWNS. SPACE NAILS A 12 "o.c. ALONG
INTERMEDIATE FRAMING MEMBERS.
2) NAILS TO BE 8d COMMON (.131 MINIMUM LENGTH).
3) EMBED EXPANSION ANCHORS 3'P " MINIMUM.
4) WALL SHEATHING TO BE CONTINUOUS PAST ALL INTERSECTING WALLS.
CITY OF TUI(WILA •
APPROVED
JUL 151998
AS NOTED
6ULLDNG DL'RSION
BEOEIVED
CITY OF TUIRWILA
JUN - 5 1998
PERMIT CENTER
S -3.0
3 OF 3
SCHEDULES/NAILING DIAGRAM/MEZZANINE SECT.'s
BEGINNING PRESS
GENERAL NOTES: KEY PLAN:
I. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND
STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION.
2. NOT USED
3. ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE
AND LOCAL CODES. THE CONTRACTOR SHALL PROVIDE FOR
ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH
I' AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS
TO THE OWNER ALL TESTS AND INSPECTIONS ASSOCIATED
WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE
THE WORK, WITH THE EXCEPTION OF SPECIAL STRUCTURAL
INSPECTIONS, SHALL BE PAID FOR BY THE CONTRACTOR
4. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE
ALL LABOR AND MATERIALS, EQUIPMENT, TRANSPORTATION
AND UTILITIES NECESSARY OR REASONABLY INFERRABLE AS
BEING NECESSARY FOR THE EXECUTION OF THE WORK
BY SUBMITTING A PROPOSAL, THE CONTRACTOR AND ALL OF
HI8 SUBCONTRACTORS REPRESENT THAT THEY HAVE EACH
MADE A THOROUGH EXAMINATION OF THE SITE AND ALL
EXISTING CONDITIONS AND LIMITATIONS, AND THAT THEY EACH
HAVE EXAMINED THE CONTRACT DOCUMENTS IN COMPLETE
DETAIL AND HAVE DETERMINED THAT THE DRAWINGS,
SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT
AND SATISFACTORY FOR CONSTRUCTION OF THE WORK
WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY
FOR PURPOSES OF FABRICATION OR INSTALLATION OF ITEMS
(OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS) WITHIN THE
INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR
SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO
THE OWNER
WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR
AESTHETIC DESIGN OF THE WORK, THEY SHALL BE
SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.
5. CONTRACTOR IS TO PROVIDE OWNER WITH A CONSTRUCTION
SCHEDULE PRIOR TO BEGINNING OF CONSTRUCTION.
6. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH
THE OWNER INCLUDING AREAS FOR WORK, MATERIALS
STORAGE, ACCESS TO AND FROM THE WORK, TIMING OF UIORK,
INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES
AND RELOCATION OF EXISTING EQUIPMENT, CASEWORK,
FIXTURES, FITTINGS, ETC.
NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST
ONE WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE.
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
HIGHEST STANDARDS OF UIORR'JMANSHIP IN GENERAL AND
WITH SUCH STANDARDS AS ARE SPECIFIED.
8. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL NON- BUILDING-
STANDARD FINISHES PRIOR TO INSTALLATION FOR TENANT'S
APPROVAL.
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT
DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS
REQUIRING CUSTOM - FABRICATED WORK
K CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS
ON SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
10. NOT USED
II. CONTRACTOR SHALL PROVIDE HORIZONTAL BACKING IN
PARTITIONS EXTENDING 24' BEYOND WALL - MOUNTED FIXTURES,
FOR ALL WALL- MOUNTED FIXTURES AND DEVICES PER
STANDARD DETAIL, UNLESS INDICATED OTHERWISE ON THE
DRAWINGS.
12. ALL FIREPROOFING DISTURBED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL
MATERIAL AND THICKNESS. OBTAIN APPROVAL FROM CITY AS
REQUIRED.
13. ALL EXISTING MILLWORK, HARDWARE, AND MECHANICAL AND
ELECTRICAL ITEMS REMOVED' SHALL BE RETURNED TO THE
OWNER CONTRACTOR SHALL INSPECT AND UTILIZE ANY
DOORS, HARDWARE, LIGHT FIXTURES, DIFFUSERS, AND ANY
OTHER ITEMS AVAILABLE FOR NEW CONSTRUCTION AT
ARCHITECT'S AND OWNER'S APPROVAL.
ABBREVIATIONS:
ACT ACOUSTICAL CEILING TILE FL
ADJ ADJUSTABLE FLUOR
AFF ABOVE FINISH FLOOR - FOIC
APPROX APPROXIMATE FTIC
B/5 BUILDING STANDARD FURR
BD BOARD GC
BLDG BUILDING GL
fE CENTERLINE GWB
CAB CABINET HT
CLG CEILING ID
CONT CONTINUOUS INSUL
CORR CORRIDOR KIT
CPT CARPET MAT'L
DET DETAIL MAX
DIA DIAMETER MECH
DLLG DRAWING MFR
EL ELEVATION MIN
ELEC ELECTRICAL MTL
EMERG EMERGENCY MUL
EP ELECTRICAL PANEL NIC
EQ EQUAL NOM
EQPT EQUIPMENT NTS
EXIST EXISTING OD
FA FIRE ALARM OFC
FEC FIRE EXTINGUISHER CABINET OP'G
FIN FL FINISH FLOOR OFF
14. THE BUILDING WILL BE OCCUPIED BY THE OWNER'S TENANTS
DURING THE CONSTRUCTION PERIOD.
PROTECT PERSONNEL, WHETHER PASSERS -BY, OCCUPANTS
OF EXISTING BUILDING, OR VISITORS FROM HARM AND INJURY.
BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT
EXISTING EQUIPMENT AND FACILITIES DURING CONSTRUCTION.
15. EXISTING WORK DAMAGED AS A RESULT OF OF WORK DONE
UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL
CONDITION AND FINISHED TO MATCH ADJACENT FINISHES,
SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST
TO OWNER ALL REPLACEMENT MATERIALS REQUIRED TO
MATCH EXISTING MATERIALS SHALL DO SO IN RESPECT TO
TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR, AND METHOD
OF INSTALLATION INSOFAR AS IS PRACTICABLE, AND SHALL
BE APPROVED BY THE ARCHITECT AND THE OWNER PRIOR TO
INSTALLATION. EXISTING MATERIALS WHICH ARE TO BE
REMOVED MAY BE USED FOR PATCHING, BUT ONLY WITH THE
EXPRESS APPROVAL OF THE ARCHITECT AND THE OWNER
16. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND
SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION
SHALL BE RESTORED AND REPLACED UNLESS NOTED
OTHERWISE. WHERE EXISTING PLUMBING FIXTURES ARE
REMOVED: CAP THE SUPPLY, VENT AND DRAINS ABOVE THE
CEILING AND BELOW THE FLOOR AND PATCH OPENINGS.
REMOVE FITTINGS FROM WALLS AND PATCH OPENINGS TO
ACCOMODATE THE REQUIRED FINISH.
IT INSTALLATION CF MECHANICAL, ELECTRICAL, AND STRUCTURAL
SYSTEMS WILL REQUIRE OPENING SOME EXISTING WALLS,
CEILINGS, AND FLOOR CAVITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR
OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE
NOTED OTHERWISE. •
FILL ALL HOLES AND VOIDS IN FLOORS, WALLS, AND CEILINGS
WHICH RESULT FROM INSTALLATION OF WORK OR REMOVAL OF
EXISTING MATERIALS AND EQUIP TENT.
USE APPROVED FIRE - STOPPING MATERIALS TO SEAL OPENINGS
IN FIRE -RATED CONSTRUCTION.
MAINTAIN REQUIRED LEVEL OF SEPARATION AT ALL TIMES.
PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES
AND LEVELS ADJACENT* OR SHALL BE PUT IN THE PROPER
CONDITION TO RECEIVE THE FINISH INDICATED.
18. OPENINGS FOR NEW WORK THAT PENETRATE EXISTING
STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO
COMMENCING THE WORK
ANY OPENING OVER 2' IN DIAMETER SHALL BE REVIEWED AND
APPROVED BY OWNER
WHERE CUTTING THROUGH CONCRETE SLABS OR WALLS, OR
MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE -
DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR
OPENINGS SHALL BE CUT WITH A DIAMOND SAW.
IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT.
KEEP OVERCUTTING TO A MINIMUM.
MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION
AT ALL TIMES.
GROUT AROUND CONDUITS PASSING THROUGH CONCRETE
WALLS AND FLOORS AND MASONRY WALLS.
MAKE PATCHES WITH NEAT, TRIMMED EDGES* MATCH
ADJACENT EXISTING WORK
19. A MINIMUM CLEARANCE OF 1" SHALL BE MAINTAINED BETWEEN
SUSPENDED CEILING AND NEW DUCTWORK, PIPING, CABLE
TRAYS, ETC. FOR LIGHTING FIXTUR- REPLACEMENT.
CONTRACTOR SHALL COORDINATE THE WIORK OF OTHER
TRADES.
DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER FOR RESOLUTION BEFORE
PROCEEDING WITH THE WORK
20. CONTRACTOR SHALL PROVIDE FLOOR LEVELLING AS MAY BE
REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET
WORK, AND ALL OTHER LOCATIONS REQUIRING LEVEL
SUBSTRATE.
FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO
LIMIT TRANSITION SLOPE TO I/8' PER FOOT.
21. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED
IN THE DOCUMENTS BY REFERENCE TO BUILDING STANDARDS,
BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY
REQUIRING COMPLIANCE WITH REFERENCE STANDARDS, OR BY
PERFORMANCE SPECIFICATION.
FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED*
FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY
PERFORMANCE SPECIFICATION, SELECT ANY PRODUCT MEETING
OR EXCEEDING SPECIFIED CRITERIA.
FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT A REQUEST
FOR APPROVAL SEPARATELY FROM REQUIRED SUBMITTALS,
PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSE OF
EVALUATION.
WHERE BUILDING- STANDARD ITEMS ARE CALLED FOR, NO
SUBSTITUTES WILL BE ACCEPTED.
FLOOR
FLUORESCENT
OWNER FURNISHED, CONTRACTOR INSTALLED
TENANT FURNISHED, CONTRACTOR INSTALLED
FURRING
GENERAL CONTRACTOR
GLASS
GYPSUM WALLBOARD
HEIGHT
INSIDE DIAMETER
INSULATION
KITCHEN
MATERIAL
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
METAL
MULLION
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
OUTSIDE DIAMETER
OFFICE
OPENING
OPPOSITE
P. LAM.
PLYWD
PT
PR
PIN
R48
K
REF
REQ
RdE
RO.
SCHED
SECT
SHT
SIM
STD
STL
SUSP
TEL
TYP
VCT
WD
'UN-I
W/O
PLASTIC LAMINATE
PLYWOOD
PAINT
PAIR
PARTITION
COAT ROD AND SHELF
RADIUS
REFRIGERATOR
REQUIRED
ROOM
ROUGH OPENING
SCHEDULE
SECTION
SHEET
SIMILAR
STANDARD
STEEL
SUSPENDED
TELEPHONE
TYPICAL
VINYL COMPOSITION TILE
WITH
WOOD
WATER HEATER
WITHOUT
(
SITE PLAN:
oqs- fqL/
EX OF TENANT
IMPROVEMENT
KEY PLAN - FIRST FLOOR
NOT TO SCALE
O SITE PLAN
NOT TO SCALE
PACIFIC AVE
�F)
1111 1 1111
I
J
LEGAL DESCRIPTION:
LOT 3 -B OF CITY OF TUKWILA SHORT PLAT NO. 91- 11 -55,
RECORDED UNDER RECORDING NO. 5112192032,
RECORDS OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
BUILDING INFORMATION:
13015 GATEWAY DRIVE
TUKWILA, WA 98168
CONTACTS:
TENANT:
BEGINNING PRESS
SPACE PLANNERS:
ALLBEE ROMEIN
911 WESTERN AVENUE, SUITE 201
SEATTLE, WA 95104
STEVE ROMEIN, PARTNER -IN- CHARGE
OWNER'S REPRESENTATIVE:
TEUTSCH PARTNERS
206 128 -1130
JOHN WALKER, PROJECT MANAGER
SHEET INDEX:
TITLE SHEET T -1
1ST FLOOR CONSTRUCTION 4
REFLECTED CEILING PLAN. 4-1.1
1ST FLOOR ELECTRICAL PLAN
4 FINISH PLAN A -12
2ND FLOOR CONSTRUCTION 4
REFLECTED CEILING PLAN A -2.1
2ND FLOOR ELECTRICAL 4
FINISH PLANS A -2.2
DETAILS D -I
-()
FILE CO
SEPARATE PERMIT
REQUIRED FON
Qf / t LE CHANICAL
' UME
1P INS
MGAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
REVISIONS
NO CANGES SHALL BE MADE
THE SCOP OF WORK WITHOUT P
IOR
APPR / OF TUKWIDA BUILDIN s DIVISION
CITY OF TN-WIW
APPROVED
JUL 151998
AS ND1EU
a�l.DlD 111
.4,742
tit,
JUN - 5 1998
P EEUV CEHTEA
Dab -ong
ALLBEE—ROMEIN
9 I I Western Avenue
Suite 201
Seattle, WA 58104
Phone 206192.9101
Fax 206252.5102
BEG INN INCz
PRESS
udmzna iF-
VugxO le n -
Pans does net author. vm:. -
Mooed eetlo or odm R.cei1. .nw,e
dopy of doldx.relsd,
II a
7
P •
13015 GATEWAY DRIVE
TUKWILA, WA
9816E
tq
Revisions:
Job no:
Checked:
Date,
TITLE
SHEET
T -1
CK
SR
589/98
I Pr Int Pate:
OPEN G`TICE I
1104 I
GENERAL NOTES:
I. FURS OUT ALL STRUCTURAL COLUMNS
FLAG NOTES
HARDWARE SCHEDULE:
aREA<Roct 'I
1. 1 1
c- 20 MIN. RATED DOOR ASSEMBLY
LI
2. ALL NEW DOOR HANDLES TO BE LEVER TYPE, ADA APPROVED,
2. PROVIDE (3) KEYS TO FRONT DOOR FOR TENANTS USE.
• 1/4' FIRE TREATED 4'X5' PLYWOOD, PROVIDE I DATA
BOARD. PAINT TO MATCH ADJACENT WALL.
• FULL HEIGHT WALL
▪ MEASUREMENT TAKEN FROM CONCRETE STRUCTURE.
EXISTING EXTERIOR CONCRETE WALL FINISHED ON
INSIDE WITH 5/8' GLB ON 2x4 WOOD STUDS. 24' O.C.
WITH R -I9 INSULATION.
10' -0' GRAIN LINK FENCE AND GATE.
a- ADA LEVER TYPE SCHLAGE HARDWARE GROUP NO. I:
PASSAGE LATCH, REGULAR BUTTS, STOP AND SILENCERS
BRUSHED SILVER FINISH.
b- ADA LEVER TYPE SCHLAGE HARDWARE GROUP NO. 2:
PUSH BUTTON, REGULAR BUTTS, STOP AND SILENCERS
BRUSHED SILVER FINISH.
Ds-oi
RECEPTION
101 I
� I�NP..me
1 /e' • 1' -0'
P
O CONSTRUCTION PLAN
OFFICE
1102 I
nRENa
09 I
1 -4R FR. (/c'OZ /(F1aME A's - M6Ly
u)( SFUF GtOf.SNH eAEtu'al7 -e
' pwO1WJ U' I =ytVL
DOOR TYPES:
A- 3' -0' X T-0' CLEAR STAIN BIRCH DOOR AND
FACTORY FINISHED METAL JAMBS.
B- EXISTING TO REMAIN
c.
LEGEND:
L
P p
DOOR SYMBOL:
DOOR NUMBER
DOOR TYPE
ARDWARE TYPE
EXISTING PARTITION TO REMAIN
NEW BUILDING PARTITION
TO UNDERSIDE OF CEILING.
ONE LAYER 5/8' GLB EACH SIDE OF
2 I/2' METAL STUDS a 16' O.C.
NEW PARTIAL HEIGHT 48' PARTITION WITH
PAINTED WOOD CAP ONE LAYER 5/e' GUM
EACH SIDE OF 2 1/2' METAL STUDS . I6' O.C.
PROVIDE STEEL BRACING AS NECESSARY.
fYe4 ANICAG 0E4744T /ON
. 5 Jf PE ' RE
j RIOpt TO F / if /' CT7o
APPROt644. C 4 O.
5y5rEn4 5/l4u C044psy w/ anit
Of W4674TE V. t.A.4 CO •
4 !EP4 4776 /H044. iT
NEW ACOUSTICAL PARTITION TO UNDERSIDE
OF CEILING. ONE LAYER 5/e' GUM EACH SIDE OF
2 1/2' METAL STUDS . I6' O.C. WITH BATT INSULATION
IN WALL 4 PLENUM RATE BATT INSULATION DRAPED
OVER WALL 4' -0' IN EACH DIRECTION.
6 METAL STUD PARTITION WITH 5/e' TYPE X GYP
BD. AND R -II INSULATION TO 12' ABOVE DROP
CEILING ON SECOND FLOOR
4.
TOTAL LIGHTING WATTAGE:
REFLECTED CEILING NOTES:
2. PROVIDE BUILDING STANDARD SMOKE DETECTORS PER CODE.
3. REVISE SWITCHING, LIGHTING AND HVAC AS NECESSARY DUE TO PLAN
AND FIXTURE CHANGES.
THE CONTRACTOR SHALL ASSURE THAT THE BUILDING MECHANICAL
SYSTEMS ARE PROPERLY MODIFIED BY THE DESIGN/BUILD
SUBCONTRACTOR RESPONSIBLE FOR SAME. THE MECHANICAL
SUBCONTRACTOR'S DESIGN/BUILD WORK SHALL CONFORM TO THE
BUILDING STANDARDS.
LIGHTING BUDGET CALCULATIONS:
FLUORESCENT (2' X 2') 4 64
FLUORESCENT (2' X 4') 53 85
TACK LIGHTS 2 100
RECEPTION
TOTAL ALLOWABLE: NUSF 4,356 SF X 12 WATTS /SF • 52] WATTS
FIXTURE TYPE QUANTITY X WATTS/FIXTURE • WATTAGE
IS LESS THAN 5235
5,193
256
4,919
200
WATTS
WATTS - -OK
I. THE CONTRACTOR SHALL INCLUDE IN THE BASE BID OF THE CONTRACT
THE RESOLUTION OF CONFLICTS BETWEEN LIGHTING PLACEMENT AND:
a. EXISTING SPRINKLER HEADS (MOVE SPRINKLER)
b. OTHER BUILDING ELEMENTS WHICH CANNOT BE MOVED (MOVE
LIGHTING FIXTURE).
5. PROVIDE ADEQUATE VENTILATION/RETURN/EXHAUST PER TENANT ROOM
REQUIREMENTS AND EQUIPMENT.
6. PROVIDE BATTERY POWERED EMERGENCY LIGHTING AS REQ'D PER CODE.
TYPICAL THROUGHOUT NEW AND EXISTING SPACE.
VI
e O REFLECTED CEILING PLAN
1/8' • 1' -0'
FLAG NOTES
Q PROVIDE TENANT APPROVED SCONCE LIGHT. LANDING
IN STAIR FOR PATHWAY LIGHTING.
REFLECTED CEILING SYMBOLS
NEW 2X4 DEEP CELL PARABOLUME 3 TUBE FIXTURE.
® NEW 2X2 BUILDING- STANDARD LIGHTING FIXTURE.
COLUMBIA LIGHTING TO COORDINATE WITH 2X4
CEILING -HUNG BATTERY POWERED 'EXIT' LIGHT
NEW EXHAUST FAN.
NEW 2X4 PENDANT LIGHTING FIXTURE.
WALL HUNG BATTERY POWERED 'EXIT' LIGHT
BATTERY POWERED EMERGENCY LIGHT.
CITY OF 1)KWILA
5'1110410
JUL 151998
AS 10110
nul�ms Dlvnloe
aTV ECENED
OrTUrcwlu
.WTI 5 I99A
PERMIT CENTER
ALLBEE- ROMEIN
9 I I Western Avenue
Suite 201
Seattle, WA 58104
Phone 206252.9101
Fax 206292.9102
BEGINNING
PRESS
13095 GATEWAY DRIVE
TUKWILA, WA
98168
N 3M- Deecrl -tIon
Revlelone:
Job no:
Drawn: CK
Checked: SR
Date: 5/15/95
CONSTRUCTION
REELECTED
CEILING PLAN
A -1.1
(Print Date: •
GENERAL NOTES:
O ELECTRICAL PLAN
I/6' • 1' -0'
I. THE ELECTRIC/PHONE/DATA PLAN DRAW :NG SNOWS THE LOCATION AND
CRITICAL DIMENSIONS OF OUTLETS. CIRCUITING AND POWER LAYOUTS WILL
BE DEVELOPED BY THE ELECTRICAL CONTRACTOR AND SUBMITTED UNDER
A SEPARATE PERMIT. ALL DEVIATIONS IN DIMENSIONED OUTLETS MUST BE
APPROVED BY THE ARCHITECT BEFORE INSTALLATION. IT IS THE
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO MAINTAIN COMPLIANCE
WITH ALL CODES, AND TO BRING ALL DISCREPANCIES TO THE ATTENTION OF
THE ARCHITECT.
2. ALL WALL - MOUNTED DEVICES TO BE MOUNTED AT 15' ABOVE FINISHED FLOOR
UNLESS NOTED OTHERWISE (EXAMPLE: .449
3. GROUPED POWER OUTLETS TO BE PLACED TIGHT TOGETHER (TYP).
4. SPACE VOICE/DATA OUTLETS 6' FROM ADJACENT POUTER OUTLETS, UNLESS
NOTED OTHERWISE.
5. PROVIDE COVER PLATES FOR UNUSED EXIST. ELECTRICAL BOXES t MUD RINGS.
WHERE INDICATED ON THE PLAN.
6. THE TENANT 15 RESPONSIBLE FOR SUPPLYING AND INSTALLING CABLING AND
PINNING OF COMPUTER AND PHONE EQUIPMENT. CONTRACTOR SHALL
COORDINATE ELECTRICAL WIRING SCHEDULING WITH VOICE/DATA CABLE
INSTALLATIONS.
1. NOT MORE THAN SIX ELECTRICAL OUTLETS PER CIRCUIT, TYPICAL THROUGHOUT.
S. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PANEL INSTALLER
FOR DISCONNECTION AND RECONNECTION OF 9 WORKSTATIONS.
9. VERIFY NEW AND EXISTING OUTLETS FOR EQUIPMENT WITH FINAL EQUIPMENT
SPECIFICATIONS. RETROFIT EXISTING OUTLETS IF REQUIRED.
COORDINATE ELECTRICAL WIRING W/ FURNITURE SYSTEM MANUFACTURER (
FLAG NOTES:
Q OUTLET FOR COPIER, VERIFY WITH TENANT'S SPECIFICATIONS.
4x5 PLYWOOD PANEL FOR TELEPHONE SWITCH.
TL5- o,qi/
RECEPTION
POWER:
LEGEND:
I=0 BUILDING - STANDARD DUPLEX ELECTRICAL OUTLET.
IVORY COLOR RECEPTACLE AND COVER
Id BUILDING - STANDARD FOURPLEX ELECTRICAL OUTLET.
IVORY COLOR RECEPTACLE AND COVER-
* BUILDING- STANDARD DEDICATED DUPLEX OUTLET: 204
RECEPTACLE, ONE OUTLET PER CIRCUIT. BLACK COLOR
RECEPTACLE WITH IVORY COVER
IS 'COFFEE- MAKER' DEDICATED DUPLEX OUTLET ON 12 -HOUR TIMER
V BUILDING- STANDARD VOICE/ DATA DUPLEX OUTLET
PROVIDE PULL STRING AND MUD RING
(N) NEW ITEM
(El EXISTING ITEM
(R) REVISED OUTLET
FINISH SCHEDULE:
CARPET: DIRECT GLUE GOWN
CPT -I: UNLESS OTHERWISE NOTED
MFR: TBD
LINE: TED
COLOR: TED
RUBBER BASE: 4' COVE
B UNLESS OTHERWISE NOTED
MFR: TED
COLOR: TBD
NO.: TOD
PAINT:
P -I:
VCT:
V -I:
V -2
LAMINATE:
1i:IIIIE1
1 �I
III
UNLESS OTHERWISE NOTED
MFR: TED
COLOR: TED
NO.: TED
P -2: FOR TRIM, CHAIR RAIL, DOOR 4 FRAMES ONLY
MFR: TBD
COLOR: TOD
NO: TED
CHECKERBOARD PATTERN
MFR: TED
LINE: TED
NO: TED
MFR: TBD
LINE: TOD
NO.: TBD
L -I: CABINET FRONT AND SIDES
MFR: TOD
COLOR: TED
NO.: TBD
L -2: COUNTERTOPS
MFR: TED
COLOR: TOD
NO.: TED
RECEPTION
O FINISH PLAN
NOTES:
I. PATCH AND PAINT ALL WALLS AS REQUIRED.
2. SUBMIT ALL FINISH SAMPLES TO TENANT
FOR APPROVAL.
3. PAINT NEW WALLS THROUGHOUT, EGGSHELL FINISH.
LEGEND:
CITY OF TUKWILA
APPROVED
JUL 1 51998
AS ■011')
105 - 5 1990
ALLBEE - ROMEIN
9 I I Weetern Avenue
Sulte 201
Seattle, WA 98104
Phone 206292.9101
Fax 206292.9101
E3ECI INN INCz
PRESS
13015 GATEWAY DRIVE
TUKWILA, WA
55165
Job no:
Drawn:
Checked•
Date,
ELECTRICAL
FINISI I PLAN
CK
SR
5/2955
A -1.2
'Print Date:
FLAG NOTES
GENERAL NOTES:
O CONSTRUCTION PLAN
v5. = I' -0'
I. FURR OUT ALL INTERIOR STRJCTURAL COLUMNS
2. ALL NEW DOOR HANDLES TO BE LEVER TYPE, ADA APPROVED,
3. PROVIDE (3) KEYS TO FRONT AND REAR DOOR FOR TENANTS USE.
3. PROVIDE PULL INSULATION UNDER MEZZANINE FLOOR IN
UNHEATED SPACES.
Q 3' -0' RELITE.
▪ 3' -0' FRAMED OPENING.
▪ MEASUREMENT TAKEN FROM CONCRETE STRUCTURE.
▪ 3' -0' WIDE RELITE WITH SILL AT 36'.
▪ 3 1/2' METAL ST L H R -12 INSULATION TO
TO 12' ABOVE DRO
UNFINISHED MEZZANINE TO BE FREEZE PROTECTED ONLY,
NO ADDITIONAL INSULATION.
Q EXISTING EXTER :OR CONCRETE WALL. FINISH ON INSIDE
WITH 5/8' GWB ON 2x4 WOOD STUDS a 24' O.C. PROVIDE
R -19 THERMAL INSULATION BETWEEN STUDS.
DOOR TYPES:
A- 3' -0' X 1' -0' CLEAR STAIN BIRCH DOOR AND
FACTORY FINISHED METAL JAMBS.
B- EXISTING TO REMAIN
C- 3' -0 X 1' -0' DOOR WITH GLASS RELITE AS SHOW
HARDWARE SCHEDULE:
a- ADA LEVER TYPE SCHLAGE HARDWARE GROUP NO. I:
PASSAGE LATCH, REGULAR BUTTS, STOP AND SILENCERS
BRUSHED SILVER FINISH.
b- ADA LEVER TYPE SCHLAGE HARDWARE GROUP NO. 2:
PUSH BUTTON, REGULAR BUTTS, STOP AND SILENCERS
BRUSHED SILVER FINISH.
A- EXISTING TO REMAIN
LEGEND:
F{
DOOR SYMBOL:
DOOR NUMBER
DOOR TYPE
ARDWARE TYPE
4 v ,
I/4' = I' -0'
EXISTING PARTITION TO REMAIN
- NEW BUILDING PARTITION
TO UNDERSIDE OF CEILING.
ONE LAYER 5/5' GWB EACH SIDE OF
2 I/2' METAL ETUDE • 15' O.C.
NEW PARTIAL HEIGHT 40' PARTITION WITH PAINTED
WOOD CAP ONE LAYER 5 /B' GLUE EACH SIDE OF
2 1/2' METAL STUDS a 16' O.C.
- NEW ACOUSTICAL PARTITION TO UNDERSIDE
OF CEILING. ONE LAYER 5/8' GWB EACH SIDE OF
2 1/2' METAL STUDS a 16' O.C. WITH BATT INSULATION
IN WALL PLENUM RATE BATT INSULATION DRAPED
OVER WALL 4' -0' IN EACH DIRECTION.
6' METAL STUD PARTITION WITH 5/8' TYPE X GYP
BD. AND R -II INSULATION TO 12' ABOVE DROP
CEILING ON SECOND FLOOR
FIXTURE TYPE
FLUORESCENT (2' X 2')
FLUORESCENT (2' X 4')
TACK LIGHTS
TOTAL LIGHTING WATTAGE:
REFLECTED CEILING NOTES:
LIGHTING BUDGET CALCULATIONS:
4
53
•4
89
100
TOTAL ALLOWABLE: HUSF 4A55 SF X 12 WATTS /SF =
152391
QUANTITY X WATTS/FIXTURE • WATTAGE
255
4,111
200
5113
I. THE CONTRACTOR SHALL INCLUDE IN THE BASE BID OF THE CONTRACT:
THE RESOLUTION OF CONFLICTS BETWEEN LIGHTING PLACEMENT AND:
a. EXISTING SPRINKLER HEADS (MOVE SPRINKLER)
b. OTHER BUILDING ELEMENTS WHICH CANNOT BE MOVED (MOVE
LIGHTING FIXTURE).
2. PROVIDE BUILDING STANDARD SMOKE DETECTORS PER CODE.
3. REVISE SWITCHING, LIGHTING AND HVAC AS NECESSARY DUE TO PLAN
AND FIXTURE CHANGES.
4. THE CONTRACTOR SHALL ASSURE THAT THE BUILDING MECHANICAL
SYSTEMS ARE PROPERLY MODIFIED BY THE DESIGN/BUILD
SUBCONTRACTOR RESPONSIBLE FOR SAME. THE MECHANICAL
SUBCONTRACTOR'S DESIGN/BUILD WORK SHALL CONFORM TO THE
BUILDING STANDARDS.
5. PROVIDE ADEQUATE VENTILATION/RETURN/EXHAUST PER TENANT ROOM
REQUIREMENTS AND EQUIPMENT.
6. PROVIDE BATTERY POWERED EMERGENCY LIGHTING AS REQ'D PER CODE.
TYPICAL THROUGHOUT NEW AND EXISTING SPACE.
1. PROVIDE R -II INSULATION ABOVE DROP CEILING IN FINISHED
MEZZANINE SPACE.
WATTS
WATTS
IS LESS THAN 5,239 WATTS - -OK
O REFLECTED CEILING PLAN
1 /5' = I' -0'
FLAG NOTES
...<1 PROVIDE TENANT APPROVED SCONCE LIGHT AT LANDING
IN STAIR FOR PATHWAY LIGHTING.
REFLECTED CEILING SYMBOLS
NEW 2X4 BUILDING- STANDARD LIGHTING FIXTURE.
COLUMBIA LIGHTING -3 LAMP (P224- 3326- LD36- 6- 3EB5120)
® NEW 2X2 BUILDING - STANDARD LIGHTING FIXTURE.
COLUMBIA LIGHTING TO COORDINATE WITH 2X4
Eg NEW EXHAUST FAN.
m NEW CEILING -HUNG 'EXIT' LIGHT
km NEW WALL - -HUNG 'EXIT' LIGHT
CITY OF TUKWILA
APPROVED
JUL 1 5 1990
AS' horn,
5VILUMC. UNgo<
sure T ut
JUN - 5 1998
PEWIT OENTEP
ALLBEE— ROMEIN
9 I I Western Avenue
Sulte 201
Seattle, WA 55104
Phone 205292.5101
Fax 205252.5102
BEGINNING
PRESS
13015 GATEWAY DRIVE
TUKWILA, WA
55155
Revlolone:
Job no:
Drawn: CK
Checked: SR
Date: 5/19/98
CONSTRUCTION
REELECTED
CEILING PLAN
A -2.1
IPrint Date=
GENERAL NOTES:
FLAG NOTES:
3. GROUPED POWER OUTLETS TO BE PLACED TIGHT TOGETHER (TYP).
OUTLET FOR COPIER VERIFY WITH TENANT'S SPECIFICATIONS.
N e
8. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PANEL INSTALLER
FOR DISCONNECTION AND RECONNECTION OF 9 WORKSTATIONS.
4. SPACE VOICE/DATA OUTLETS S' FROM ADJACENT POWER OUTLETS, UNLESS
NOTED OTHERWISE.
I. THE ELECTRIC/PHONE/DATA PLAN DRAWING SHOWS THE LOCATION AND
CRITICAL DIMENSIONS OF OUTLETS. CIRCUITING AND POWER LAYOUTS WILL
BE DEVELOPED BY THE ELECTRICAL CONTRACTOR AND SUBMITTED UNDER
A SEPARATE PERMIT. ALL DEVIATIONS IN DIMENSIONED OUTLETS MUST BE
APPROVED BY THE ARCHITECT BEFORE INSTALLATION. IT IS THE
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO MAINTAIN COMPLIANCE
WITH ALL CODES, AND TO BRING ALL DISCREPANCIES TO THE ATTENTION OF
THE ARCHITECT.
2. ALL WALL - MOUNTED DEVICES TO BE MOUNTED AT 15' ABOVE FINISHED FLOOR.
UNLESS NOTED OTHERWISE (EXAMPLE: .44')
S. THE TENANT IS RESPONSIBLE FOR SUPPLYING AND INSTALLING CABLING AND
PINNING OF COMPUTER AND PHONE EQUIPMENT. CONTRACTOR SHALL
COORDINATE ELECTRICAL WIRING SCHEDULING WITH VOICE/DATA CABLE
INSTALLATIONS.
1. NOT MORE THAN SIX ELECTRICAL OUTLETS PER CIRCUIT, TYPICAL THROUGHOUT.
ELECTRICAL PLAN
1/8' • I' -0'
5. PROVIDE COVER PLATES FOR UNUSED EXIST. ELECTRICAL BOXES MUD RINGS.
WHERE INDICATED ON THE PLAN.
9. VERIFY NEW AND EXISTING OUTLETS FOR EQUIPMENT WITH FINAL EQUIPMENT
SPECIFICATIONS. RETROFIT EXISTING OUTLETS IF REQUIRED.
CORRDINATE ELECTRICAL WIRING W/ FURNITURE SYSTEM MANUFACTURER ( -)
LEGEND:
POWER:
�$ BUILDING- STANDARD DUPLEX ELECTRICAL OUTLET.
IVORY COLOR RECEPTACLE AND COVER.
BUILDING- STANDARD FOURPLEX ELECTRICAL OUTLET.
IVORY COLOR RECEPTACLE AND COVER.
BUILDING- STANDARD DEDICATED DUPLEX OUTLET: 20A
RECEPTACLE, ONE OUTLET PER CIRCUIT. SLACK COLOR
RECEPTACLE WITH IVORY COVER.
1:6 'COFFEE- MAKER' DEDICATED DUPLEX OUTLET ON 12 -HOUR TIMER
Y BUILDING- STANDARD VOICE/ DATA DUPLEX OUTLET
PROVIDE PULL STRING AND MUD RING
PAINT:
V -I:
FINISH SCHEDULE:
CARPEL DIRECT GLUE DOWN
CPT -I: UNLESS OTHERWISE NOTED
MFR: TED
LINE: TED
COLOR: TED
RUBBER BASE: 4' COVE
15- UNLESS OTHERWISE NOTED
MFR: TED
COLOR: TED
NO.: TED
UNLESS OTHERWISE NOTED
MFR: TED
COLOR: TED
NO.: TED
Y.GL CHECKERBOARD PATTERN
MFR: TED
LINE: TED
NO.: TED
V -2 ' MFR: TED
LINE: TED
NO.: TED
LAMINATE:
L -I. CABINET FRONT AND SIDES
MFR TED
COLOR: TED
NO.: TED
L -2: COUNTERTOPS
MFR: TED
COLOR: TED
NO.: TED
O FINISH PLAN
I /S' • I' -0'
P -2: FOR TRIM, CHAIR RAIL, DOOR FRAMES ONLY
MFR TED
COLOR: TED
NO.: TED
NOTES:
I. PATCH AND PAINT ALL WALLS AS REQUIRED.
2. SUBMIT ALL FINISH SAMPLES TO TENANT
FOR APPROVAL.
3. PAINT NEW WALLS THROUGHOUT, EGGSHELL FINISH.
cnvovEUl .
JUN -5998
PERMIT CENTER
OILY OF TURWIlA
APPROVED
JUL 151996
AS NOTED
PUILUIhG 'JI \n�:l���
ALLBEE— ROMEIN
9 1 1 Western Avenue
Suite 201
Seattle, WA 98104
Phone 206.292.9101
Fax 206.292.9102
BECI INN INCA
PRESS
13015 GATEWAY DRIVE
TUKWILA, WA
98168
Revisions:
Job no.
Drawn:
Checked:
Date:
CK
8R
5/19/98
ELECTRICAL
FINISH PLAN
A -2.2
I PrInt Date:
DETAILS
CROSS TEE
MAIN RUNNER
1/4' • 1' -0'
ELEVATION @ TOILET
3/8' =
RIGID STRUT TO
STRUCTURE ABOVE —�
90\ SUSPENDED ACOUSTICAL CEILING DETAIL
D% NOT TO SCALE (PROVIDE IF NECESSARY PER CODE)
STAIRWAY SECTION
D98 -D194
NO. 12 WIRE
HANGER TO STRUCTURE
ABOVE TAP.
VIDE PEDESTAL SINK
VED BY TENANT
ND FLOOR ONLY
REPAIR ALL
FIREPROOFING
DAMAGED DURING
INSTALLATION
OF BRACING
TO ORIGINAL
FIRE RATING
(2)•12
SHEET METAL SCREWS
THROUGH TO
WALL HEAD TRACK
NEW
BUILDING STANDARD
PARTITION - - - - - --
9
6-1
3/8'
SEISMIC BRACING AT NEW WALLS
1 1/2' =
FASTEN TO DECKING ABOVE
WITH (2) 3/16' DIA. 'I-IILTI 91-10TPINS'
OR EQUAL,
11R' MIN. EMBED PER 1.05.0. • 2388
STAIRWAY SECTION
1/4' =
ELEVATION @ 2ND FLOOR CABINET
3 1/2' 20 GAUGE STEEL STUD
CROSS- BRACING MEMBERS
0 -0' O.G. MAX. (TYPO
3/4' PLYWOOD SPACERS
SUSPENDED CEILING TILES
STANDARD WALL -HEAD
SPACER
ELEVATION 1ST FLOOR COPY AREA SIM.
3/8' = I' -0'
HEAD /JAMB
8 o SECTION AT WALL
D -1
5/.
AL
WIN
SECTION AT EXT. WALL
3' = 1' -0'
SILL
ELEVATION @ 1ST FLOOR WORK ROOM
GUS
T11NUM
DOW UNIT
SEE SECTION S/D -I
FOR HEAD /JAMB
1NUM
OW UNIT
7D SILL
NTED
GWB
NIL. POLY
POR BARRIER
WOOD
7ING
ERGLASS BATT
ULATION
CITY OF TUKWILA
APPROVED
JUL 151998
AS NO1E0
ALLBEE— ROMEIN
9 1 1 Western Avenue
Suite 201
Seattle, WA 98104
Phone 206.292.9101
Fax 206.292.9102
E3EEeINNING
PRESS
13015 GATEWAY DRIVE
TUKWILA, WA
98165
Job no:
Drawn: CK
Checked: SR
Date: 5/29/95
SECTIONS,
DETAILS, AND
ELEVATIONS
Print Date:
MIL
■•■■■■1
DETAILS
CROSS TEE
MAIN RUNNER
1/4' • 1' -0'
ELEVATION @ TOILET
3/8' =
RIGID STRUT TO
STRUCTURE ABOVE —�
90\ SUSPENDED ACOUSTICAL CEILING DETAIL
D% NOT TO SCALE (PROVIDE IF NECESSARY PER CODE)
STAIRWAY SECTION
D98 -D194
NO. 12 WIRE
HANGER TO STRUCTURE
ABOVE TAP.
VIDE PEDESTAL SINK
VED BY TENANT
ND FLOOR ONLY
REPAIR ALL
FIREPROOFING
DAMAGED DURING
INSTALLATION
OF BRACING
TO ORIGINAL
FIRE RATING
(2)•12
SHEET METAL SCREWS
THROUGH TO
WALL HEAD TRACK
NEW
BUILDING STANDARD
PARTITION - - - - - --
9
6-1
3/8'
SEISMIC BRACING AT NEW WALLS
1 1/2' =
FASTEN TO DECKING ABOVE
WITH (2) 3/16' DIA. 'I-IILTI 91-10TPINS'
OR EQUAL,
11R' MIN. EMBED PER 1.05.0. • 2388
STAIRWAY SECTION
1/4' =
ELEVATION @ 2ND FLOOR CABINET
3 1/2' 20 GAUGE STEEL STUD
CROSS- BRACING MEMBERS
0 -0' O.G. MAX. (TYPO
3/4' PLYWOOD SPACERS
SUSPENDED CEILING TILES
STANDARD WALL -HEAD
SPACER
ELEVATION 1ST FLOOR COPY AREA SIM.
3/8' = I' -0'
HEAD /JAMB
8 o SECTION AT WALL
D -1
5/.
AL
WIN
SECTION AT EXT. WALL
3' = 1' -0'
SILL
ELEVATION @ 1ST FLOOR WORK ROOM
GUS
T11NUM
DOW UNIT
SEE SECTION S/D -I
FOR HEAD /JAMB
1NUM
OW UNIT
7D SILL
NTED
GWB
NIL. POLY
POR BARRIER
WOOD
7ING
ERGLASS BATT
ULATION
CITY OF TUKWILA
APPROVED
JUL 151998
AS NO1E0
ALLBEE— ROMEIN
9 1 1 Western Avenue
Suite 201
Seattle, WA 98104
Phone 206.292.9101
Fax 206.292.9102
E3EEeINNING
PRESS
13015 GATEWAY DRIVE
TUKWILA, WA
98165
Job no:
Drawn: CK
Checked: SR
Date: 5/29/95
SECTIONS,
DETAILS, AND
ELEVATIONS
Print Date: