HomeMy WebLinkAboutPermit M98-0198 - MBA GRAPHICSM � A 6rap
M
City of Tukwila (206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Permit No: M98 -0198
Type: B -MECH
Category: NRES
Address: 18251 CASCADE AV S
Location:
Parcel #: 788890 -0150
Contractor License No: IECS * * *0440L
TENANT MBA GRAPHICS
18251 CASCADE AV S, TUKWILA WA 98188
OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680
C/O COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032
CONTACT RUSSELL HAZZARD Phone: 253 - 939 -9495
112 5TH AV N., SEATTLE WA 98109
CONTRACTOR IECS INC.
P.O. BOX 19252, SEATTLE, WA 98109
* * * * * * *** * * * * * * * * * * * * * * ** * * **** * ** * * * * * * * * ****** * *** * ******* * ** *SIC * * * ***** k*
Permit Description:
INSTALL 2 HVAC ROOF TOP UNITS, DUCT WORK AND
THERMOSTATS.
UMC Edition: 1997 Valuation:
Total Permit Fee:
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 p ►'visions of any other state or local laws regulating
construction o? he '-rformance of work. I am authorized to sign for and
obtain this in .ermi
Signature;
Print Name:
************,************************ * * * * * * * ** * *. * ** ** * * * * * * * * * * * * **
Center Authorized Signature Date
MECHANICAL PERMIT
Status: ISSUED
Issued: 11/02/1998
Expires: 05/01/1999
Phone: 206 939 -9495
,000.00
63.63
This permit shall become'nul.l 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.
ProjectAygna to
Description of ork to be done. v
1 L 'I C 0•4 / " ,/ ' P/C • Lsyr d 5721--1
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes -El no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantifies & Material Safet Data Sheets
Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks ❑ Commercial Reroof
❑ Demolition ❑ Fence ErMechanical ❑ Manufactured Housing - Replacement only
❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems
❑ Temporary Facilities ❑ Tree Cutting
Valuer f Construction:
Site Addre
d
City St p ;�
Tax Parce y
ProTy
C.h/7766
City /State /Zip:
0 Water
Phon �� 4 4l •'L I'o`7 7--
Street Ad s f r!
0 Standby
�-
C, gtate i':
Fax #:
Contact P. -on
vJS '� Z- /(Z,
Phone: /
',?6/2;%1-'6----
Street A • dr � s: _. -7
ity Sate /Zip:
Fax #:
Contract9r%7
Pho 3 i
Street A e
U./ / 1/ 1- .69 A / ,- A'1
L
0 , it St • to /Zip:
AO I
' Fax •
S�; 9 9
Architect:
Phone:
Street Address:
City State /Zip:
Fax #:
Engineer: ? ( Al6e /t5 / `i "
Pho z. �' G • : � 5 � (a�
Street d s
piltategip:
Fax #:
MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) ;
Description of ork to be done. v
1 L 'I C 0•4 / " ,/ ' P/C • Lsyr d 5721--1
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes -El no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantifies & Material Safet Data Sheets
Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks ❑ Commercial Reroof
❑ Demolition ❑ Fence ErMechanical ❑ Manufactured Housing - Replacement only
❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems
❑ Temporary Facilities ❑ Tree Cutting
MONTHLY SERVICE BILLINGS TO:
Name:
Phone:
Address:
City /State /Zip:
0 Water
0 Sewer
0 Metro
0 Standby
Miscellaneous Permit Application
APPLICANT REQUEST FOR MISCELLANEOUS.PUBLIC WORKS PERMITS :. I
❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Street Use ❑ Water Main Extension 0 Private 0 Public
0 Deduct 0 Water Only
❑ Channelization /Striping
❑ Flood Control Zone
❑ Landscape Irrigation
❑ Storm Drainage
❑ Water Meter /Exempt # Size(s):
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous ❑ Moving Oversized Load /Hauling
WATER METER DEPOSIT /REFUND BILLING:
Name:
Address:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall
expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days
upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application
shall be extended more than once.
Date application accepted:
/& - 6 - -' /f'
MISCPMT.DOC 7/11/96
CITY OF 4 ' IKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
Date application ex ires:
zi p
. - Ti
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
Phone:
City /State /Zip:
Ap lion taken by: (Initials)
BUILDIN • ,2Z R O j7QU J :! ' AGENT:
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width
which exceeds 2:1
._ .
Signatu ` j ifOif� tr.---
Date:
re
Print n me: ) C, 6 ? "...vie6,L-
i3911" e w'yyf•
Awnings /Canopies - No signage
�n #: f t2 4
it
Address: '� 4,1/2/1/ 5 ✓
ax
City/ al
r �2-? �
ALL MISCELLANEOUS PEh IT APPLICATIONS MUST BE SUBM ED WITH THE FOLLOWING:
➢ : AL4.'9RAWIN3S SHALL BE AT A LEGIBLE'SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the
permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit
in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
MISCPMT.DOC 7/11/96
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width
which exceeds 2:1
PERMIT REVIEW
Submit checklist No: M -9
El
Antennas /Satellite Dishes
Submit checklist No: M - 1
J
Awnings /Canopies - No signage
Commercial Tenant improvement
Permit
Ei
Bulkhead /Dock
Submit checklist No: M -10
rn
Commercial Reroof
Submit checklist No: M -6
Demolition
Submit checklist No: M -3, M -3a
Fences - Over 6 feet in Height
Submit checkiisst No: M -9
0
Land Altering/Grading /Preloads
Submit checklist No: M - 2
J
Loading Docks
Commercial Tenant Improvement
Permit. Submit checklist No: H -17
Mechanical (Residential & Commercial)
Submit checklist No. M -8,
Residential only - H -6, H -16
Submit checklist No: H - 9
0
Miscellaneous Public Works Permits
Manufactured Housing (RED INSIGNIA ONLY)
Submit checklist No: M - 5
Moving Oversized Load/Hauling
Submit checklist No: M - 5
El
Parking Lots
Submit checklist No: M -4
0
Residential Reroof - Exempt with following exception: If roof structure
to be repaired or replaced
Residential Building Permit
Submit checklist No: M -6
®
Retaining Walls - Over 4 feet in height
Submit checklist No: M -1
ri
Temporary Facilities
Submit checklist No: M -7
0
Temporary Pedestrian Protection/Exit Systems
Submit checklist No: M - 4
71
Tree Cutting
Submit checklist No: M - 2
ALL MISCELLANEOUS PEh IT APPLICATIONS MUST BE SUBM ED WITH THE FOLLOWING:
➢ : AL4.'9RAWIN3S SHALL BE AT A LEGIBLE'SCALE AND NEATLY DRAWN
➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the
permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit
in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
MISCPMT.DOC 7/11/96
CITY OF TUKWILA
Address: 18251 CASCADE. AV S Per t.. No::' M9870198
Su'i te:
Tenant : MBA GRAPHICS f . . Stat,Us: rssuEp.
.... ; Type: B-MECH . ., Applied: 10/08/1998
Parcel .::#: 788890-0150 ., , Issued. : 11/02/1998
*.h**.k*********104*******2*******,*:*****44*****************
Permit Conditions:
1, Na -cpanges wiil made to the plans unless approved by the
'Architect or Engieet and thg_TukwAlaLGuilding '.
2. , All .p e r m i t s , i nsp,iot 1 9.9.-: ye d p 1 a n s shall be
ava Viable at the ,j,O,t::' • to itlie' any eon-
' - struct i on. Thesa; s . . , , a are to.'be ma intaiiii'd.,,and a va i 1
.: ap 1 e • unt i 1 , f iii,a1: V e t pp r 0,a) I s granted. f.
3. All con s tr U0,C,1Pn to ; be done Ir. ', rman de it h a Pptov e d
.
p I ans and ..reqUireMerits,, of the lip,iforM :Buil cOng.
Edi t 1 on.l UniforM'Mecharilbeil„,„Codej'q997Eitqlon)
and , W a s0rig toi State Energy Code,. (1 997 Ed i t i on r f;
. 4 , . Val i d 1tk,,, Of - Permit. :' The f i i'S.pan66 a permit or
p I s :if i cat liOns, andicomputations shall' not ti
strued',/fto:Ybe a perm i t fp.r' 'or an a rOv a I of , env v i Cla t itii'Yi',
. n.,1
of - 40'.Viof''ti prov i s 1.,Ons ,df •0e,. code or :' 46:Si.., 4.,: •
9 t h Oil o rAti t 0 c 0; ot' the Jur is016t i on.,. No permit presuniffig i,9',
g i Via,.a p th o r I ty' to ' v i a'rat e . . oiiii ;l t. he p ro v i i ons", , js
octib.shall be valick -,.
5. IANpfACTURREN5YALLATION.iINSTRMOXIpN5,RE4UIRED Oft
..':,:e:' ,'? '. .•:,„/I':'`i,-- '
..,
F00THEppLci.iNG• .I.NSPgcr `:;,,,:...:( ' .,,,, . , , .',', ' ''';.;'k,Y3. k:",' . 1',''i':::,i •
6. P 16 )0 ii6 ': rill, 6 4 ha i 1 ii..'e.LO4ta i ned ttircl.kilhthe S ea t 0 e,Tici nig yl{
ttopt4y ,Gep'ar(meti t_ ' v P qmp,4 ng will 110:
i n 40 C t e'tf', b ,, ,that ) " lt4Ta1,1.,„ gas piping .,:,. , .,::::, I
,,,,.%,,,. ' • '
• 5 , ,,i. , ) .
(2 §6447 '2..), I` — -!•,,,,,,,,,;,,,:,,..,,' , '0,
'' eZ .:
7 . E I e'o,tr i oal,,,,,,Perm i ts sha I I be obtained . :':thrtiaghhe' Washington
:Ste te;\ Div IP,11,,,,of Labor and I n dU sAt'lq 47.iand;.,,,a1, ,e I evt.r
.wori:;, WI it', 13;ei'-` i nspe:cted by that a ge no y \ 4 . .. 4. . - . 4 z4k
• • . V610) ...'''" .
i, , • ,i
' 8 . Read1:1„, aCCess 101e af...t..ers to roof mountedeqOpment 1s,..
f. /
required
,.., ,i, %, , , .V.,, 7' , ' : ' . • hx.
.
4 v , , 4 4
: .
7
'' ,:■-: ! `.r;.5 • , . ' AN r,
, o. g•; -4. , t.:4'eeh
. .:.=
Approved E
\PR.ROUTE.DOC
6 /98
C ( -
PLAN REVIEW /R
ACTIVITY NUMBER:
PROJECT, NAME: MBA GRAPHICS
Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
B i t ivision Fire P re 4ZI
vention '
ry W1t �y, * ' 10-( -78
Public Works n Structural ki
M98 - 0198 DATE: 10 - 8 -98
Response to Incomplete Letter
Revision # After Permit Is Issued
Planning Division
DUE DATE: 10 - 13 - 98
TUES /THURS ROUTING: Please Route n No further Review Required
Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra)
C
Permit Coo r inator W
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete n Incomplete 0
Comments:
Not Applicable C
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 - 10 - 98
Approved C Approved with Conditions C Not Approved (attach comments) 0
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved with Conditions 0 Not Approved (attach comments) 0
REVIEWERS INITIALS: DATE:
Jf******,C*A****hAA********A*.VA**Ich*kA***************
CITY OF TUKWILA. WA . ' TRANSMIT*
****A*****A4Ack**A**A4*AA.
TRANEMIT Number; R•700859 Amount': ' • 6363 11/02198 1052
Payment Method; CHECK Notation: IECS Init.: OLH
, 4
..„-Ptrrmit
No M98-0198 Typell 13"0±H r MECHANICAL PERMIT
Parcel No: 788890-01.50
Site Address: •8251 CASCADE AV 3 . .,
Total Feeari: 63'.63
This : Payment . . .63.0 Total (0...L. Pmts:
Account Code Description • Amount
000/345..830 PLAN CHECV-,NONKEEL ' 12..73
000/322.100 MECHANICAL:- NCNRES
Pro 0.
T pe of ' pection:
Ad
l t" . 1
D to
- .
Special instructions:
Date wanted :
/
9,6
aa.m.
P.m.
Requester:
Phone No.:
COMMENTS:
INSNECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
pproved per applicable codes,
INSPECTION RECORD
Retain a copy with d nit
I
fie 18
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
Inspectof/ , j// / /r/ / Date:
$42.00 R'EINSPECTION F E REQUIRED. Prior to inspection, fee must:
be paid at 6300 Southcenter Blvd., Suite 100; Call to schedule reinspection.
Project: / 4
Type of inspe r
V 1
Address
Date calla
Special instructions:
Date wanted:// / 3 / (6 do
,
Requester:
Phone No.:
COMMENTS:
A '
i
Inspector:
$42.00 REINSPECTION!L EE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection.
Receipt No,:
Date:
y tnomstrv4 T. ; . twrevr. wzr•eu M^r :9" ril"" "fr Tf.'"),4
; /
. INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100,' Tukwila, WA 98188
Approved per applicable codes.
F
INSPECTION RECO . U
Retain a copy with 13( ) t M / /P
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
FM -1
Tian
TCCO60
208 -230/1
10
1700
1111 '-2
_ Trane
TCC060
208-230/1
10
1700
MBA Graphics
18251 Cascade Ave Tukwila
U nit #
SE PARATE
PERMIT
REQUIRED R:
FQF�:
Q MECHANICAL
0 PLUMBING
EL ECTRICAL
n GAS P!1"IW
t:Sb ruict.,-qtA
.,-
7-Day progranunable thermostats sv /5 deg. (k- adbar
and night setback
1:J1114)111011 SclIC(Fuk'
Mfr. Model Volts/Ph S*ER (1 :1
250 CFM
711)- 2 ppl
I 14 .N
8 "t. 1 8"
12"
250 CFM
1 )P-
12/10"
1111112j
Post-I? Fax Note 7671
Date Q ► -�
To � -
PMm WI I've'
Co /Dept -
C.414 1 Valri r
hone #
Phone M
ax, M�„6.- . .
Fax n
•
A. 10/05/98 11:14 F.3.2: .12 5 P..:' 2 412P MULVANN1'
•
•
ENGINEERS — NORTHWEST ICC. PS.
6869 WOODLAWN AVE N.E.- SUITE 205 •• LiEv ;'TLE, WA 88115 - 1206 :2Z -7660 • f AX # (206) 622 -G69
SiU EJECT
•
Joe NC. J NAME Nut. 4 1 y es
9 r0 n lt■
1-.. DX..DS. :
1.1... . • 7C fj
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rt
19 01 • 009
DATE
�,_,. SH[Er-1,-- or 6
Mso iqe
. 00Z
RECEIVED
CITY OF TUKWIIA
0 C • - 81998
PERMIT CENTER
)N1 MN3 6 d 7` — ?:' a PI :01 96; 2011T ---^
101 05/11 11: 4, FAX 425 82 4k29.... ML'LVAE:v ' _____
Hares NATIONAL IIIALlh LAB Location: TUNER, ILA
Design Nethodo'..acragv AL;.014:LE STR> S DE5.6N(ASD)
Tinkling code! .L1'U
Qty, Type Serials Mile Deptnts)
T1/50 PARALLEL 34.10M
6otts Chord Slope - 8.243 " /ft Right Did tow
APPLICATIUy LOADS RHO TRUSS DEFLECTIONS --- LO4D ORM A 1 @ 46.8' C.C.
Enos Roof Load Class; 9nowt1.151 i11ea Load: 25.8 $'t1 Dead Loaf: S.6 P:f
Live Load Lel.: 1.285° OR Li 263 Total Load Dell.; 1.749" L/ 267 !!id Span Camber: 1.15?" OR L/ 463
1rass analysis in:lades consideration fcr tultiple load group ingots.
-- -- ---- -- S*USS IiIFLIPfATION
N3TE: T: gle.ber forces are tiled an 1.oa: Group 1l Total Leads C01/3_/81:
Left Clip: S -.LIP
Reacti c:hrs (Mal/Min:: 2160; 763
Owings: TOP PIN. 1
Top Chord Length 2 33'- 4.15" of
bin Chord 1■ngth a 37 + 2.45" of
38.986 4 panels at 34.6293"
I - -- I - --- -1
kiahi Clip: : - CLIP
LOS. 2794/ 708 Lbs.
T; ' PIN1 15
3- 1.58X L.90" Nioro1144 HER 144
2 - 1.5BX 1.98° hi: t ol1au H£R 144
artier A: 2-98 -1111 I OCTOPER 98 :4;37:4
Horizontal
Pin to ?In
3,' -le.Dr
Top Chord ?3n to End
Stn Chord F'ir, to $ad
4 panels at 39,9864° 5 04nels at 34.6213"
In -1398 ■ -4255 a -6564 * -848 . - 9756 .18566 . - 18982 . -11818 LO6:iy .. -9'96 . -6621 * -6446 k -4687 a - 1217 8
-2995 -2355 -1951 -1494 - 1644 -516 -Net 171 5% li1ti ;.531 26x1 2431 3141
Webb 1 2 3 4 5 6 7 8 9 10 11 12 1:1 :4 13 16 17 10 19 28 21 22 23 'e4 2E 26 27 28
3068 2492 2869 1562 1106 bid 225 -179 -571 -957 -1446 -19E7 -2299 -2968
• 2894 • 5425 a 7541 • 9:52. 18271. 18876 . 118 ?4 . 161E1 .:6378 . 121i . 7:34 * .4/6 a 3137 *
I I
15,58 4 panels at 3'1.5879" $ panel; Al 33.9494 0 panels :: 34.5471 19.13
l:Eb IhrOR31ATtlih' -- ..._._..._-.--- ---r.r - _-------------.. , .---
Web Colors: 13 a.= Yellow, 1'43x.12 Careen, 164:,= f , 1Bga.= 616:':, 191:.�nlue
wrU1i via.- 4. r!oles Length Jim Di4. -p. bole:. Length Debi Dia. -9a. holes Length
1 :1.25614 Large Aa? 2 1.25414 Trans /2.89 24
1.25016 Large 33.99
C 1.858:i Large 3P.Pc 3 1.00619 ea11 34.00 E5 1.21912 Largo df.d9
3 1.5616 Large 34.88 18 1.98119 50614 32,19 26 1. Large 33.99
4 1.25616 Large 32.89 20 1.82219 Baa11 31.99 p a ,25016 Large 32. Ng
3.25818 ..irac 34.88 21 1.83018 8.a11 6249 c8 51.25314 Large 13.99
e 1.25019 Laryt :2.64 222 1 ,258:8 Trans 33.19
7 1.80619 .arge 34.60 23 1.25019 Large 32.69
:P SGditiOn t: LOGO GROUP 41 LOADS, the in11„er,rn LOAD 6k tom also we used t ;it ' Ate gril;ioel NOWT forret
am rkgdiret talus; glace -iais:
Ensw Root
SPECIAL
LOADS :nits
Concentrated Llca
Cm :untreated Lbs
PPLICATIOh A'S 9PEC1AL LOAM --•- -- :Wpm. ketbers: NU ---- L0 BROW it 2 E 48.9° O.C.
:.ond Class: Sao.(1.15) Live Lao: 45.6 Psf Dead Lail 3.3 Psi
►. 6645 Load load Vidt ' L6t• ation br l. Chord
a W Ie.89) 156 ' 13' 0.811" lest Top
e i,: at8.60: 124 a' 0.0a" L: U NI:
Lift
2,80"
7.58
Repetitive
Meshes
N0: USED
kith;
7.52'
T up Lad
Chord Ad:
Chord Ail
C ,11
l 7iU, LL C.✓.
faJ no: /OQs_
10/01 /93 Tail: 1,4148 rT1AtX No 50061
' T 1',141 CitgA s,;.0 eV17 'l'va C!T'f1'f cR . •f17
. 10,05/98 11:15 FAX 425 822 4129
( .
IfiUS JOIST NacM1L.L II El:Omni:4. V3.22 EDI Fees: 1 Units: 6 Ara: A
Name; NATIONAL HEALTH LAB , Locations TUKWILA, WA 2 -98 -1111 Type: a 1 CCTOIER 9: 14:3701 B 11e'thodolcpy: AI (m sBLE 2TRES1 DE2514I1163)
D. Cade: 1C90 Lb:: Aic-rollao Byeaetry: MDT RECUESTED Epeoiel Webs: N/A
Analysis: DON SWOPS Match: DiDEPEAMEENT TYPE Cabe?: INDIES INPUT Pfiein Load: 143.9
Zpeaaal toads Indicator; AF{1, LOADS, APP.. LOADS + SPEC. LORA Drbitano d LL Factor; Mt .
killing: BONE RI Nrr CUTOFFS
LEFT
Top t 2.7: N input spar: = Nari;ontal Pin tt, Lin Top ' 2.86 N
Btu = 0.75 Y 33'- 18.5,6!7" fits a 8,75 Y
IP Left Pin to Eno: P.AO Nwitar Weatsi 7op t,ett Pan = 1
First Jan Loft . 15.4978( 28.6 deg) Cacbl►r = 0.111195 /k./IM. ::?it iie Aigt;t = 19.1383( 34.256 deg)
Top Pantie: 1 E 39.'4854 4 to 24.6434 4 i 38.9164 S a 34.6!33"
PAncit: 4 F. 94.G273n S 1 38.9A6h. * e 34.6253M
• 7 • 7--- — -- rRUS5 CAPACITY DOES NOT 1tET DESIGN LOAD REE IPE ENTS -----------------7 * 1 *
* a • * • * * t * TRUSS CAPACITY LIMITED PI =TROLL A, Wank. controi i' t: Top . °7.54 Or (62/? /81r* * *
5 C.L. Caress Pin 6 Top = 9901% for (8E/ /01T d C.L. Tension. Pir: 8 btu ='168.84 for T8'.J3 161)
NOTE: ?nuts 'moon corms listed in thi MSS if�FORMATIGN station *ra based on Load STouv 41 Total Load
a a * WARNING i * *
REWUIRED SPLIT /FORKED END OMITTTED AT STARTER WEB, PO►r airs
- CAUTION - - -
I4TERACTIOM ANALYSIi 02E0 FOR CONTFfi1 a AT KN4L9e 11, I B, T 4, T S. r 6. T i', T 6, 143 114
CAnLEB MAY NUT BE E'.3 RUC/. COMPARE CRrIFER TO DEAD AND TOTAL LOAD DEFLECTIONS,
$3I1- SYhETR1CAL WEB _AIM, 4 SHOP NOTE TO "PAINT END RED` MAY 8i; REQUIRE:. ICEMTI='t P1MTED END ON DRAWING.
NITE
.4.... r...+..�.2.,..4....3....4....4 . .t ... .,7....4....8
-4- DESONE
IA SPECIFIED dAILMIA.I -*- !95 44 3 321 I1111111ii13.a33445 . 82;
- I - DESIGNER SPECIFIED MATERIALS -r- 235 S u
-*- DESXDIE6 SF'EC1FIEk '1ATERIAL8 -a- ?9 9
REACTIONS : LT CRITICAL LT MAX11IJIi LT MINIMUn fiT Cf;i12c L R' MAXIMUM
RT MINIMUM
ToTA. LOAD, 2161(02/3/81) ma men Feu 786 ∎8.1!1 ef94 to /3 / 2794 (1C/3_1) 7t /6 tei /L /86)
LIVE LOAD: 1967 1967 0 1767 1 967 a
DEFLECTIONS : APPLICATION TL APPLICATION LL APPLICATION DL T )f11bfS TLNIMUM
HEAR NIa35I H ; :,75 L/ 267 1.2'4 L 1 363 8.46 L/9994 1.95 1.11X(8 :/3_/81) 1,46 0.130(14/1100
)
SHOP NOTES; 6 ROW I:) Oz f'Iti BRIDGING kEO6 AT;
II,DEPE}CIE);T TRUSS TYPE
vat► Pi'PRNCD FOR CONSTRUCTION 80 88 -08 -28 •e**
R A .
4b003
tiAi ll : ?A TPTI 14.41.' MTTIPT Nn Ronal
a 14I SA9€ 77,y 90Z !I'd SI:C? 616/S4.'0T
• 1O/O5/ 11:15 FAI 425 822 412(4
1u.'ol /06 THU 14:00 FAX 625 P( 7000
• u
hers RATIONAL NOON LAO Location: rUKJILA, WA
Dosage Methodols s ALLOJAA:.fi a.PSSS DESIDAtactl
Buaidiai coder 2CQ
(Ay, Type Cyril; Profile Gepth(s1
16.80"
bcttOQ Chord 9:ope 7 0.243 " /ft knight EL Low
APPLICATION 'CADS ANC
Snoe Roof wad Class: tnua(145) +.ive La4d:
MULV . 4.NNY
TRUS MIST XAGMILLAN r,
Live Load Defi.s 1.:;05" DA t,/ 3G;, "otal Load be43.: 1.748" OR L/ 261
Trust anaiysii trlCluoes consideration tar rr,:ltiRlc lord group inputs,
-- - - -- -- ------- __.. -_ ..- - - -- TRusI :MFVP1gTICn -
NOTE: Truce mbar 'forces are based on Lape '3-oup Al /dal Lads (01/3_/031
Lott Lisp: 5-CLIP t: h. C:ic; 3 -CLIP'
Rtictiors (Max /R1 -,ii ;10.1/ 738 Lt it. 2031/ 7 Lbs.
lrearingaEs TOP PINt 1 7Cre f'INh 15
top M OTO Lon`Lh = i'd' - 4.15" o' 3- 1. SdA 1.98" M1croll i NcR 141
Loa Chem Length s 37'- 2.45" 9f e- 1.58X 1.98` 1(::+ *0114. NCR 144
38.54E i panels at 14.62'!:" 4 pintas 6t atl.ya04" 5 well fit 34.61,a
16.$9 4 Pan,.'•c At 34.r.A71'
o
o uLb INFORMATION
WC ca14-c1 1,16.1 r.11a., Lilia.e user.. 1;0.2. Fas, iiya.a 1lac1�., 19qu.41U4
4ebd 444. Met Longta 1la:a Dia. -16. Nc1es :math
• 31.28014 Large 32 in c
2 .0? 4 1.i51118 Trans 32',0 1.:381C 1.51G Lame .b7 ° 1.00919 ' 11 31,A6
'.auslc Large 34.2. 14-L9 •.00034 Saul: 32.49
:,25014 Large 32,t3 2G 1.00329 5414:1 33.99
S :.e.:616 Lard 34.40 t; 1.25810 Elmo.: 3•..07
4 :.2E011 Lbrg1 32.69 0 1.25815 Trans ail
1.6@(119 Large 34.84 c: 1.2:119 Large 32.09
vnn iVl
Cyder 11: 3 -98-1111 1 OCTOBER 52 18:23:5A
Horizontal
Pinto Piet
TRUSS' FLECTIC143 - -- LOAD 6RCUP a 6 48.0 G.C.
PS Di4 Load: 9.>D F'gt
Aid ipan Caobor, 1.157" OR 4! 491
L.ft
Top Chord Pan to End £.49"
eta Chord Pin to End i. 5(!"
ed ba
2E
26
26
1.2588
51.24041
*+ales
Lary
Large
:arse
1 Arse
..ors:
RepatitiVQ
Menbm
i+OT JSED
i - 131p a -4255 a -6554 t -6405 . -975E .-185EE -1194@ . -1 810 .- 18553 , -9506 . -8621 + -:t4L * -4607 it - 1817 E
- 4195 - 2455 - UN - 1454 - 1044 413 416 174 571 1110b 1532 20 ?. 34 :1 314;
Wbi 1 2 3 r 6 7 8 3 10 1: :E 13 14 It 1i 17 18 19 28 21 22 21 24 25 26 27 28
3586 432 2265 1512 '44S .I6 22E -1 -57: -997 -14h4 - 19► -2259 -2960
-
• 2334 * 543 '. 141 a 9l I' . 10;,7'/ , 10576 11854. 10E1 , 18310. 5234 , 7234 a .67e * 31 ?7 k
`+ panel At 3A.P414" 4 panels at 24.5573"
Length
33,7:
12.69
33.95
:12,0?
31.4,
mitt
7.50'
:n addition to LCail OkDLI 0.1 LGA16. trio fo:lo•1ng LOA PUP LGG :i a15r' were need to generate :•-i4 ;::.1 H:nbar forces
'Pa Mated truss a;rTarlaltl
P.M .7.:010k Pia' S1'f'CIAL . ..Cc15
'awn, HGOt _04d Class: t3ou:1.1 Live Load:
Par:121. Lwa Lohd
:L units .=uda Glass
v. :moon:rate° Li::. d nra(tl.bv'r
: nc:Atf'ated al 0 (0, 831
e :e;t, oesCer4: NO ----- LOAD OWoii►' 4 2 ! 461O" 3,C.
: 41 P'i' DIAS Lna4; $.0 Pit
Dead LCad Starting P 701
Lwdhi Width Location l+ri, Chord
1tt6 36' 1.e' Le t ice
156 EP 1.ES" .mft Top
1p ;liee
Cnoro Gea
Ch,sro aid
Cmoovoo9
�f.
4/6
10/01/98 13 :03 TX /RX NO.1459 P.003
'NT .NNE RRAA 7.ra 8117. 11 AT :n: 411/S:0/07
11:16 FAX 426 $22 3122
� TRU 14:60 F..Z 425 969 MO
ILLAW Engineering 73.38 BSM
„1. t ALTA LA Ur:Attu TUKW :La, WT ? -9P -.111 type: A
,retAedologys ALLOWABLE STRESS DES :CN(ALTi)
le: YO10 Lim; ltieroIlast 5y1setry= OCT REQUESTED
an_ DON SKIMS Match! INDEPt:p4 HT TAW Caldrar: INCHES YNtriT
11 LOttit Indicator: APPL. 1006, APPL, LOADS + SFZC. LOADS
oho MOM
IBOFF
2.7S N Input span a Hoi'tc r*ai P.n tc Pin
6.75 Y 36 18.500"
rtb Pin to End: 9,11
Uf:b Lett a 15.4970( 28,877 cep Catbr- a 8,88119$ IUSIN.
inels: 1 e 351.9864 4 8 34.6233M 4 i 0, 20$4 5 1 34.62931
,Welt: i e 24. 3K 5 V 36 -9464 R f e. 3M
". + - TR:Ifio' CAPhCIT7 90ES t107 MEET DEMON LORD RE34iRi'11dN'I: -- ^'-- --- - ----- T I
. • e e 1, t TRUSS CAPACITY LIM1TED Fr CONTROL: L,
;4L. Toonriu i NI 7 btu • 79, L$ fu: 01013 ($11
'nf:. Control Pin 11 $tat 11.2 fcr (E3i
corm Pin 9 Top - 93.5$ for (02/3 I
Per.. 3r,t. Rio 11 9bc, • Y3 ,MX for i15E /3 /61)
T•ruas mealier force; 1iFtpd in the TRtSS IRi'QMATICN
mil y A04.6) 07 PIN BF.I101110 NEUD P7:
lt•94pE1 {G>sHT TAWS ( FOR CO6STk.1C7I0H 64 62 -8W-03 %get
Mt'ISAN ::'
TAUS JOIST D1.tCMILLAN
:.L. ieasiot hr, C bta = 2 29.1$ for 1.92/I,fe1:f *
r.(.. Trti.1u., Ftu 7 D:a • ?:f.1$ for at`'3
1, Para. Urai,T NY 11 bts = 91.e: fa i6C13 , /9ii
3, Hard.. '4=114 Pin 14 - : t:. (63/3
E :.L. len:ion Fi ! tt.4 v ii0.4g 4u: IC2/2 /0:
;when art based :f, LOad 6ro.:p 91 .!tat Load$
le •* CRANK %4
;ET SCUT /FORKED OD OMITTED AT STf,RTEk WEB, BOTH ENDS
-
iCT:ON ANALYSIS USED FOR CONTROLS AT 1`A!iELit T 3 I T $ T ' T 4. i 7, 710, T13, 11A
niY HO7 PE PER POLICY. COMAF.E CAMP TO DIAL AND 7GTAL LIAR DEFL :T10HS.
METRICAL DEB LAYOUT, A SE10l ACTS TO ''PAINT Eti� P.S " 1 RY if;' A WIRED.
NOlk
3IONEh SPECIFIED MATERIALS -r- 2954433213111111111:11332:3445
S!GNFN SPFCIFIFil M,ST &RIDI S -e- PIS S
;5I6tER 56'ECIF1ED MATERIALS - 23
000. ; Lt C•'IT$CI+L Lt 141TMUr LT M:p17^M1 ?.T CRITIC4
LOA: 2.2111213j01/ 2831(32 /3 76141A /00) 2531(92/I /0;)
LOU:: lit' 1967 lr »e7
MAXIMUM
,TIOW : A ;U ATioU O. APPLICATION LL PPPLICATIv)i DL 1L :L
?1D iffiu , ..75 L.' 9E7 1.2S L. 3 6.4i U`93• 1.11 ..11(c.2/1_:01
1C /01 /Se 13:.03
Forts; 1 un::tt: 9 krsti sa
1 0Cto3E.k 9E 16:23:3:
Special Webs= HJA
PTie.t toad: :43.9
Uetalarc•ad LL Faotrr SBR
Caw comm
Its = 8,75 T
Hire4r 7eD(e) T)p Loft ';'in =
First Weo kigut = ;3, '.3t3( 34.250 7t;.
TX /n!i NO.145S
?
0 M v.
IDEH':I:Y PRINTED END ON DRAWING,
...�.... *...,b.. . *....7.,.,x.,..9
822
2
ki 1541M.11 RI C NIM0M
E53: tife13 ..1611 768(d1/1 -
2t1
L.
0..s Leetf.
41r!3 9G6 Z "p 29Z '•'d4 ?t'u" S6 40.01
tali Or
. 11:17 FAX 425 22 4129 MULVANNY
alGINELNEVITHWEST INc.P.$
Et69 Wc.,00LAWN AVE. ti.E. (SUITE 205)
seArris, WA. owls
x 4
NENUING ONLY WM &MAL LOARelt in_ jug.
INPUT
• jog si)_
JOB hAME : 4 4 .--; : ;. • ' .: It SAWN, must be SEL STR. Of
BEAM Itio.RK : 7. LAM or , . ,_, 1 zl.,.r mom tflru N0,3 grades only tll
mph l it3 A 1 " 1 w 16.25
s "") z•-• 17.65
F. g* m it.4147 .) .. - 1 .
Cr a 1.300 size
....,.__ .....4
E" II .7-bbo: .;
C " wie".1.71.15 i
r
/ l r• 545
b s ' . •: 4 r" 0 61,8
rl PI= rIF:r:53 ....; •i(actisli 1 R. 5.27
Span " w ••• "15': - 1, e
ge s • 1 Fi Kil = 24.237
Kieft 0A3e
V _" NOP,. a 19,3118
Uttbraee0 trmaul 1, N7'7 11*(N w 10.888
Is load uniform a WIN bads? Wall ----4 '.41 . • C v 017 stability
Number of *sway estributel Woods = ..; ; .,.0 i Cy= 1,000 volume
Is lateral support point loads? reort4)
.101•1110 MM. • •=1.01.
x= 140
LtZig 0.3C
L/340 Dn.) 0.20
Deflection (In,) r 0.08
f4C111:- Point kegs ni • • of - /1. /
surilipi2f_29jaftigatimager °tilts mottle dew,
V
THE ACJ USTMENT MC/OR USED !OR BEAM BENDING w 0107
re
Fi R kz '73375
banding S w 5243%
iniltraMBLIEDI
Ar m,
6 OF (
— Raiar - rig
rv"- 0.031
Fv". - 617
*I leaf %
St-__ItataM
11006/009
WOSMISTAWLITY • • 1 0a9D . .
• pipet - • VVDEIMSTA6,XL : •
urirl 9099 . ZZ3 Tor: 11+4. OT:OT WUUOT.
1,0. :C5/93 11:17 FAX 425 822 4129 MULV NI Y
• �� ����••
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• •
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1S &NG.6 rp.ori1 " . T s Of' Porn"
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•sr 4kLE1z.• , .
a c...1.37 OUT Dvt rs At. ,4e&'t', AIJb
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or A 4'f C.00 FLICT e•"ivJE60
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Cri 21.\.) A ors
ENGINEERS NORTHWEST, • INC.
6869 WQOOLAbW AVE. N. E.
SEATTLE. WASHINGTON 9811S
c /
mM( c$ r -. (➢oa C
• 18 I /-2-161;)( 4
LAG ex,o,trat
2.x4 e 10 op
.rioP T ';' L. 24 i/ rao x
2x4 P. tsz
;i/ L '6 H6W --
2.4 4
_SECTION
U ITS
A
„ IAli
•
Y
EXPIRES )1/112/
Q13
4
OWN: G• 'L.
ENG'O.,
JOB NO_
HATE. 10 - — 8
SHEET gos
any. TV.; T!I T as 'en •nr
WINO
1'0/05/S8 11:18 FAX 425 822 9.29 MULVA:YMT
ENGINEERS NORTHWEST, INC.
6869 WOODLAW'N AVE. H.E.
SEATTLE,' WASHINGTON 98115
APP 2x -
5TFF. (.-3 FI,A10ES
MIN' TJ ecr, p i
PANEL. P0114T. N bTG4
eorroM AS RED
FLUS 4 'T y 'HT To Tb sL �• Lf L
Ela1: u+ce. a- . / I I I I YZ mAL
1 EA GibAA'ii s A u 173
bar bk
L e�CTS'i. 7,1, /so
vW
ritpgTG41- A
5. "7 T
• � C • TiQN
s
Z
X l'G F d/
�,.
re f's;•i ry LUS ZG ik
•
r
ivrInF;s '
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OWN: ...5
ENG10: �C?L
JOB NO:
SHEET
3/3
17On , - e9t+8 Th eoa rid 'POT 93 /;O/Pt
SYSTEM SIZING SUMMA(
System Name : Cascade Ave 07 -24 -98
Location : Seattle- Tacoma, Washington Block Load v2.12
Prepared By : Seattle Mechanical Page 1 of 2
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TABLE 1. SIZING DATA -- COOLING
Total coil load = 98,702 BTU/hr Load occurs @ June 1700
Sensible coil load = 91,083 BTU/hr Outdoor Db/Wb = 80.8/ 64.3 F
Total zone sensible= 77,192 BTU/hr Coil Conditions:
Supply temperature = 57.0 F Entering Db/Wb = 74.0/ 62.8 F
Supply air (actual)= 4,832 CFM Leaving Db/Wb = 56.3/ 55.8 F
Supply air (std) = 4,765 CFM Apparatus dewpoint= 55.4 F
Ventilation air = 1,100 CFM Bypass factor = 0.050
Direct exhaust air = 0 CFM Resulting zone RH = 58.8 %
Reheat required = 0 BTU/hr 1
Floor area (sqft) = 5,360 Total coil load = 8.23 Ton
Overall U -value = 0.120 Sensible coil load = 7.59 Ton
Vent air CFM /sqft = 0.21 SQFTITon = 651.66
Vent air CFM /person' = 20.00 Cooling BTU/hr /sqft = 18.41
Cooling CFM /sqft = 0.90
TABLE 2. SIZING DATA -- HEATING
System does not have heating capabilities.
TABLE 3. INPUT DATA -- WEATHER
City = Seattle- Tacoma
State = Washington
Data Source = User Modified
Latitude ,= 47.5 deg.
Elevation = 386.0 ft
TABLE 4. INPUT DATA -- HVAC SYSTEM
Summer dry -bulb = 84.0 F
Coincident wet -bulb= 65.0 F
Daily Range = 22.0 F
Winter dry-bulb = 50.0 F
Atmos. Clear. Num. = 1.05
System Type : Cooling Only THERMOSTAT SETPOINTS
System Start : 600 Cooling (Occ) : 72.0 F
Duration 18 hrs Cooling (Unocc) : 78.0 F
Heating : 70.0 F
SIZING SPECIFICATIONS FACTORS
Supply 57.0 F Coil Bypass : 0.050
Ventilation 20.00 CFM /person Safety (Sens) : 0 %
Exhaust 0 CFM Safety (Latent) : 0 %
Heating Safety : 0 %
FAN RETURN AIR PLENUM :
Configuration : Draw -Thru
Static Pressure : 1.00 in.
Mqq,-otqa
RECEIVED
CITY OF TUKWILA
OCT - 8 1998
PERMIT CENTER
SYSTEM SIZING SUMMA(
System Name : Cascade Ave 07 -24 -98
Location : Seattle- Tacoma, Washington Block Load v2.12
Prepared By : Seattle Mechanical Page 2 of 2
****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TABLE 5. TOP TEN COOLING COIL LOADS
Time Ton Ton
1) June /1700
2) July /1700
3) June /1600
4) June /1800
5) July /1600
TABLE 6. ZONE SIZING DATA
Zone Name
Cascade Ave
Sensible Total Sensible Total
7.59 8.23 6) July /1800
7.66 8.19 7) June /1500
7.53 8.16 8) June /1900
7.51 8.15 9) July /1500
7.59 8.13 10) July /1900
Maximum Design
Cooling' Airflow Design
Sensible Rate Time
(BTU/hr) (CFM)
Time Ton Ton
79,886 5,001 @June 1900
7.57 8.11
7.35 7.97
7.31 7.94
7.41 7.93
7.37 7.90
Maximum Design
Heating Flow
Load Rate
(BTU/hr) (CFM)
,fR E GIS''ER.g.�...pT =AS ,,PROVIDED ,_...._..; ... . S
,
CONT SPECIAL, �r C ,
• • REGISTRATION SPECIALTY � �� CG
RATION
IE } NUMBER:;
CCAACG ;y •� C . .;
X0,4;4 8,d.
EFFECTIVE DATE .. 11/13/1
PO B• _..,
9252
SEA WA 981Q; ,....
Signature
Issued by 'EPARTMENT OF LABOR AND INDUST
i