HomeMy WebLinkAboutPermit M97-0150 - KODAK PROCESSING LABSgoaessi
��5
r i" 0 50
City of Tukwila
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
MECHANICAL PERMIT
Permit No: M97 -0150
Type: B -MECH
Category: PARES
Address: 1233 ANDOVER PK E
Location:
Parcel #: 352304 -9084
Contractor License No: SEAAII *206JQ
TENANT KODAK PROCESSING LABS
1233 ANDOVER PK E, TUKWILA WA 98188
OWNER VALLEY PROPERTIES
6051 SOUTH 194TH ST, KENT WA 98032
CONTACT DAVE ANDRINGA
946 INDUSTRY DR, TUKWILA WA 98188
CONTRACTOR SEA -AIRE INCORPORATED.
906 INDUSTRY DR,• TUKWILA, WA :98188
(206) 431-3670
Status: ISSUED
Issued: 10/17/1997
Expires: 04 /15/1998
Phone: 206 575 -8051
Phone: 206 575 -8051
********************************************* * * * * * * * * * * * * * * * * * ** * * * * * ** * * **
Permit Description:
PLACEMENT OF 5 TON ROOFTOP PACKAGED AIR
CONDITIONING UNIT UNDER 2000 CFM.
UMC Edition: 1994 .. Valuation: 9,237.00
Total Permit Fee: 42.81
Permi
* * * * * * * ** ************************** * * * * * * ** * * * * * * * * * * * * * * * * * * * * **
Cente
uthorized Signature Date
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' work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate
or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign for and
obtain this building permit.
Signature: bww`Q.- Date: 1 c`J7- 97
Print Name: DA /q . Title: 259L&S 44ii11APg
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 inspection.
Project Name/Tenant:
0,4 k
L
p2oce.5S, AJG- 19-11
Value f nstruction:
ci as 7
Site Address:
I �- 3 3 a v-e4. Pe -t.t. e
City State /Zip:
Tax P. cel Number:
.:: ' - • - vSS. - on
v e fA 9a rri
___Ign/i
Property Owner: T vim T L C4'14-tEd,i 7
_
Phone:
S - 8 8 s N
Street Address:
City State /Zip:
Fax #: s. 7,5" — c/ 10
Contact Person: ,
1.}. -NE fist.) DA , 46'4
0 Sewer
S _ S - 8 0 5' I
Street Address:
City State /Zip:
Fax #: S 75. _ O (O S
Contractor:
Sc - 4 II ..
d`
Phone:
s '7S - 8�s 1
Street Addr / 1--
dt,
City State /Zip:
Fax II:
Architect:
Phone:
Street Address:
City State /Zip:
Fax #:
Engineer:
Phone:
Street Address:
City State /Zip:
Fax #:
MISCELLANEOUS ;PERMIT REVIEW ' AND ' APPROVAL '. REQUESTED :ITO.BE:FILLED'OUTBY APPLICANT).-;
Description of work to be done: 5 'lOra Re, cF i P %'Ac khp ... A ! C O A y 0 ° 1 ,7-
UnaQrz ZuUa cr.vl
_
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes r in no
Attach list of materials and storage location on so•arate 8 1/2 X 1'I •a•orindicatin• • uantities & Material Safet Data Sheets
Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead /Docks ■ Commercial Reroof
❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only
El Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems
El Temporary Facilities El Tree Cutting
MONTHLY SERVICE BILLINGS TO:
Name:
Phone:
Address:
City /State /Zip:
0 Water
0 Sewer
0 Metro
0 Standby
WATER METER DEPOSIT /REFUND BILLING:
Name:
Address:
MISCPMT.DOC 7/11/96
CITY OF TU - WILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
Date appli: c CI flai
•
Date a 36 , qg
FOR AFF USE ONLY
Miscellaneous Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
APPLICANT.REQUEST,FOR MISCELLANEOUS PUBLIC WORKS PERMITS
❑ Channelization /Striping
❑ Flood Control Zone
❑ Landscape Irrigation
❑ Storm Drainage
❑ Water Meter /Exempt it
❑ Water Meter /Permanent
❑ Water Meter Temp #
❑ Miscellaneous
El 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
El Streot Use ❑ Water Main Extension 0 Private 0 Public
0 Deduct 0 Water Only
Size(s):
Size(s):
Size(s): Est. quantity: gal Schedule:
o Moving Oversized Load/Hauling
Phone:
City /State /Zip:
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.
Ap gOopnillals)
BUILDING/
AUTHORIZ AGENT:
1 , �� OA CJVtti�0 s
Date: c/ _3� •' ?
CI
Signature: ��W ��NER__�� OR
Print name:
,1
t V �� `
�A0E R rj o
Phon
S`7,S 8
(
Fax Ii:
S �S C6 y
Address: 1,i c ,
:; ✓Ick)s) - ( D,�
Commercial Reroof"
City/S:
k (a
wA qd' / eY
ral
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
CI
Antennas /Satellite Dishes
Submit checklist No: M -1
Awnings /Canopies - No signage
Commercial Tenant Improvement
Permit
Bulkhead /Dock
Submit checklist No: M -10
Commercial Reroof"
Submit checklist No: M -6
Demolition :
Submit checklist . No M -3, . M -3a
El
Fences - Over 6 feet in Height
Submit. checklist : No: M -9
Land Altering /Grading /Preloads.
Submit checklist No: M -2
Loading Docks
Commercial Tenant Improvement
Permit. Submit checklist No: H -17
E
Mechanical (Residential & Commercial)
Submit checklist No. M -8,
Residential. only - H -6, H -16
Miscellaneous Public. Works Permits
Submit checklist No H -9
Manufactured Housing (RED INSIGNIA ONLY).
Submit checklist No: M -5
Moving Oversized Load /Hauling
Submit checklist No: M -5
Parking Lots
Submit checklist No: M -4
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
El
Temporary Facilities
Submit checklist No: M -7
CI
Temporary Pedestrian Protection/Exit Systems. .
Submit checklist . No: M -4
CI
Tree Cutting
Submit checklist No: M -2
L
ALL MISCELLANEOUS • IT APPLICATIONS MUST BE SU
TED WITH THE FOLLOWING:
➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE~ PL`ANt:AND UTILITY PLANS ARE TO BE COMBINED
ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
A STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
> CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
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.
! 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.
9 , A
MISCPMT.D C'•'7/11%95
{
tir 'N4
,J `• ,:17 4 • , (f i
Permit No:.
Ad.dr :e: `' 1.2 ANDOVER
Su,i to
• Tenant K ODAK, PROCESSING•'LABS . •Status: ISSUED •
_Type B -MECH App ied: :09/30/1997 .
Parcel #.352304 -9004
'k *•k%•k'k k''k* A•*****.* 4***• k. k• k'*.*'• k**'* *•k * * *A* *** ***•k * *'•k *•kk * *+k* k** ***•k•k•k`Ak**.** k k * *• k *
Permit .Conditi
1'`. No changes ,w'i i.1 be made .,to : the .p1;ans unless approved 'by the
Architect or Engineer and the -.Tu.4:.w.iJa ;Building: Diuision..:
All permits, inspection records :and, apDr' oved plans s h a l l . be
avai:'lable:at• the Sob site pr to the „- staat any con
stru Lion. These: documents ire to :'tie r`t e
ma.intainecl ava #'l-
able until is gr ~
A.l l onnctructia'rr to;be clone.:. in' tioritormance wi >th • app Oved
an : and requi rements ::of the Uniform Bui`ld.it g, Code 1 ,94
Editi as;amerideci_•, Unif Code (1 94 Edition) ,
,;and Wasty ;i.nitors Energy C.od'e. (1994 Edition)
•Validity::af • Permit. The 'van of- a permsi; :or :'approval ;of
- plans , 4 ,specifi oat io`h d r
, and shall 'n'ot be'`.con-
str a per'mit tor,' or an approval .of., any v iolation t ;
• at arty, : of the, p r,ov i ion's, of t<he : i l d i n9 :code or of any
ot: er' :»rdiry'ance;,.af; the ur•isdlction ;.:: No permit presuming t o
glue } ,'i uthor-i.ty to iv i u i a can 'the provisions of this
c ;shat l� be oval id.
• MAN r iCTURE,RS ' ° INSTALLATI'ON IN'STRUCTIQNS REQUIRED ON • SITE,.
FUP TIHE BUXLDING' IN''. PECTQR REVIEW.
Elea; rical,pe #ts- 'shall be ' obtained .t'hr'ough the Washington..
Stat Dth'I.s.ion of ',Labo,r ; and, Iridustri`.es and,'''a11 electri
: :
wortiI zwvi 1.1:'pe stn .. - • - - - -- •
Issued:• .10/17/1997
COMPLETE NOT COMPLETE
COMMENTS
REVIEWERS INITIAL
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
REVIEWERS INITIAL
C:ROUTE -F
DATE
DATE
DATE
- per chord CoN
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER M rt. O I 50_ DATE q30q
PROJECT NAME �ppka_krreeSi n Lo.b
DEPARTMENT:
G DIVISION PREVENTION � 1 1 0 -9111 -! s6 M to 7
WORKS L j STRUCTURAL LI PERMIT COORDINATOR
J
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1 O'
NOT APPLICABLE Ej
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El
ROUTED BY STAFF 1 1 (If routed by staff, make copy to master file & enter Sierra.)
DUE DATE 10 (O 4??
APPROVED n APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) El
DUE DATE
APPROVED I 1 APPROVED WI CONDITIONS ri NOT APPROVED (attach comments) 0
(Ccrtifcadon of occupancy required.
Project: Pro e
i �
e of i� / ectiQn:
Type . -- I :4,44 -t c I7. -
Address( AT E
Date called:
18-'13
Special Instructions:
Date wa ted:
7 a.m.
Requester:
;
_ H
Phone No.: 6---7 5 — s20 s 1
INSPECTI NO.
CITY O TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
...A.
Approved per applicable codes.
COMMENTS:
Pr
.1A La
$42.00SPEC • N I EE REQUIRED. Prior to Inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspector:
Receipt No.:
it Aaiswe
INSPECTION RECORD I
Retain a copy with permit '4 - 7'U
PERMIT NO.
a1
: 1 0
Corrections required prior to approval.
Date:
(206) 431 -3670
Project:
o t
T r op egtin, 'Tech
Date 711e1 _ 9 l
I t A f ? 3 & P E
Special instructions:
: r ( /-e . i a r1 fDer
Date wannt
p�
l
a.m.
:m.
Requester.
V
Phone y: l�e::
r _ 5'05/
_
�....... »...- .........,.... �....� --- ... --•— - - ___...... . xay... mc:* nx :.a:nRSJ'MPii�'ll:Y '���:ts �;
IN T TION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
LI Approved per applicable codes.
COMMENTS:
Inspector
Crib .
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
Retain a copy with permi
P fre9L , G
Date:
Q -i -o tso
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
,
Proj c I �
� lflle �RUCf$,3ir .1, .._ Laj,<,
Type of ins
n� C f
{ ctio c.y ( !4 - ti .tis' '-I
Address: r�o 'i" �
Date called:
Date wanted:
I - 13 - 9g
p
1 "'l.�` C� 11
1
L m .
p ..
Specia instructions:
Requester:
Phone No.:
' •5 - 75- go.51
I I
INSPECTION NO.
I I Approved per applicable codes.
COMMENTS:
Inspector:
ofroE . W p 3 ►-rom
4 tea--
f�
44I•lM11.IRNMITMI..
INSPECTION RECORD . 1
Retain a copy with permi ��
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 =3670
Corrections required prior to approval.
r 1
fl QA-w. iYa;. -- is (C —04). (a T (ti! AA—Tv-0
t/ r U- ex ► - � - IAWN 1 c-a /S-01 1& - A 4 L,
Date: 1 14 iq
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
COMMENTS: y
_11 ae
Type of inspe lop. "
Address:
) 213 Ai r
-� .-
v.-IC. 1 )L e
Date called:
1(1 _69, c 1 - 9 7
Date wanted: ,
1)1 ° 0
,
: ia.mO
p.m.
Special instructions:
c (.. “le.- t
g.
n
Requester: ''..
4
?2f�f.'
e g V
/!
,
' e.--. er,i) (.5/0ec-c7 ,
Pr ect:
Type of inspe lop. "
Address:
) 213 Ai r
-� .-
v.-IC. 1 )L e
Date called:
1(1 _69, c 1 - 9 7
Date wanted: ,
1)1 ° 0
,
: ia.mO
p.m.
Special instructions:
c (.. “le.- t
g.
n
Requester: ''..
P hone No.: �—
s i s 8
SEY.J..an:A"wo:FnNtttat
t' •
INSPECTION RECORD
Retain a copy with permi
INSPE TION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
J.
PERMIT NO.
(20.6),.,4313670
Approved per applicable codes. UZ Corrections required prior to approval.
Inspector: < J �����
Date :
1
,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon.
Receipt No.:.
Date:
`b.
k4** k*.*4* k*44.k4r **Atk* * *A•k4*4k•ksl*k4 kk*A *A *•k *•A *k *k•k** *A *** *•kA
TY -: pF TUKWII.A WA �� TRANSMIT
*k•k * *ck. ** *hk*kk.kk ** rr'**** *•k **' A ***kA* * **k:1k4kA *A *•k *44•.l4.*
1',RMNS.M3T .Number: R9700660 Amount: 42.E31: 10/17/97 12:44
Payment: Met6od::CHECK •14gtation,: a "EN -AIRE, INC,. Injt: NAB
Permit No: M97 -()130 Type: 13 -MECH MECHANICAL PERMIT
Parcel. No: 352304 -9004
Site Address: 1233 ANDOVER PR E
Total Fees: 42.01
This Payment 42.81 Total ALL Pmts: 42.E1l
Balance: .00
0,1 tA***** f** tit***** r1** **,l *•.h *,1h * *4 * *At7 ** %h4•h•► *4-A * *, *tok,‘ ** *•k
Account Code E)ecription.
;000/345 830 PLAN CHECK— NOMRES
000/322.140 MECII LAICAL -- NONRES
5200 10/20 9719
Amount
E3.56
34.23
TOTAL
42.81..
$ BALANCE DUE
YES
READY FOR ISSUANCE
ATE CONTRACTORS LICENSE RE
IS THIS CONTRACTOR IN THE SYSTEM?
RED?
NO
DATE CALLED CALLED BY
VISSER ENGINEERING CC.
19062 SE 320th St., Kent, WA 98042
(253) 630-4530 Fax: (253) 630 -8151
Mike Visser, P.E.
Enclosure
Sept. 29, 1997
Dave Andringa
SeaAire
946 Industry Drive
Tukwila, WA 98188
Re: New HVAC unit TC *060C
Kodak Processing Labs, 1233 Andover Pk E
Visser Engineering Project #97 -135
Dear Mr. Andringa:
We have reviewed the information provided by you regarding a new rooftop HVAC unit
at the above referenced site. Visser Engineering has determined that the roof structure is
adequate as is, based the following conditions:
• HVAC unit weight of 699 lbs., including curb and economizer,
• HVAC curb must cross no less than 2 existing 11 -7/8 TJI /35 joists that are
spaced at 32 inches on center and span between grids 6 and 7, as given in the
1985 design drawings..
The impact of the new unit to the building's foundation, and to the building's ability to
resist seismic loads is nominal. Calculations are attached for the impacted roof joists and
girders.
Please call if you have any questions regarding the foregoing.
Sincerely,
CIT TUB
S E P 3 0 1997
PERMIT CENTER
Mq - 0 ISO
VISSER FNGINEEFING CC.
Calculation Sheet
Title:
Project:
Client:
Date:
Page:
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■■■■ ■■
111111111111111111111 EMIR
�■ ■� �' ■ ■■ ■■■
■ ■ ■■ 1111111111111111101111111111111
■■■■ ■11MIN. i c, 4- I 1023111.111111
•
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4
Dead Load:
Unit Weight
Beg. trib width
End trib width
Roof:
Floor:
Int. wall:
Ext. wall:
20 psf
12 psf
0 plf
0 Of
12 feet
0 feet
Wall beginning
12 feet
0 feet
Wall ending .
0 feet
0 feet
0 feet
0 feet
Beam Reactions:
Reaction
Location
Reaction
12 feet
0 feet
0 feet
Beam # Unit
Beam # 0
Beam # 0
12 feet
0 feet
0 feet
700 pounds
0 pounds
0 pounds
Allowable Stresses
Unit Weight
LDF = 1
LDF = 1.15
Modifiers
Bending, Fb ( +)
Bending, Fb ( +)
Shear, Fv
Elasticity, E
2,400 psi
2,400 psi
165 psi
1,800,000 psi
2,760 psi
2,760 psi
190 psi
1,800,000 psi
CF = 1
CR = 1.00
Live Load:
Unit Weight
Beg. trib width
End trib width
Floor:
40 psf
0 feet
0 feet
Beam Reactions:
Location
Reaction
Beam ft Unit
Beam # 0
Beam # 0
12 feet
0 feet
0 feet
0 pounds
0 pounds
0 pounds
Member Forces
Dead +Live
Dead +Live+Snow
Maxinum Bending Moment:
Maximum Shear:*
21480 ft. -lbs.
2990 lbs.
43080 ft. -lbs.
6290 lbs.
VISSEI? ENGINEERING CO.
Simple Beam Design
Beam Number: Girder
Beam Length: 24 feet
L
0
A
D
I
N
G
D
E
S
I
G
N
Snow Load:
Roof:
Beam Reactions:
Reactions
Beginning
End
*Taken distance 'd' from support
unit weight
25 psf
Beam # Unit
Beam # 0
Beam # 0
Dead Load
3230 pounds
3230 pounds
Project: 97 - 135
Client: Sea -Aire
Date: 9/29/97
Page:
Beg. trib width End trib width
12 feet 12 feet
Location Reaction
12 feet 0 pounds
0 feet 0 pounds
0 feet 0 pounds
Live Load
0 pounds
0 pounds
Snow Load
3600 pounds
3600 pounds
Required Section Properties
Area, A =
Sect. Mod., S =
Mom. of Iner., I =
49.72 in ^2
187.30 in. ^3
2,020.55 in.^4
Provided Section Properties
Area, A
Section Modulus, S
I=
105.00 in ^2
210.00 in. ^3
1260.00 in.^4
Provide: 8.75 x 12 Glu- lam,24F -V4
Ls.
Lal.Atiot•rs),
IV gal& ri
1100
. .
. •
• ••• • •
11
wire0 let' o.c.
' .(r• (r(g)
• ••••■
• •
rr
ROOF . FRAIIVIIN 00 ::PLVA
. • • -
•
. , . • . ••
• . ,g2g rit•er•ite..'
. • . . . •
.. • • •
1 iEW Y4 2 4 eiLtAl
•
Ot•J
. 1 :1' •
'"'; • : .
•••:.•la
:•11.
• • 411 .
.
• •
• . .
•511-1
us0••••-•
' ' ,150•1'..Vh."1"
r:64, •
• . • ' •
N
3 .4;+ ; • 1 , 1 *.A.L ,1 :2
• • • . o•
0; .•
All dlmensione are in Inches.
EVAPORATOR SECT
ACCESS PANEL
5 l / 4
2" ELECTRICAL CONNECTION
(SINGLE POINT POWER
WHEN HEAT INSTALLED)
CONTROL a COMPRESSOR
ACCESS PANEL.
43 /in
/ 393/
1 13 /1• 13/ic
CURB DIMENSIONS
Data
CLEARANCE 36
Dimensional 5- To Standard Etffl&eric
3 . 4 ' Ton High Efficiett:v
77
72
TOP PANEL
l I•
2 DIA HOLE
(UNIT POWER WIRESI
Z�Is Tj9 DIA HOLE
(UNIT CONTROL. WIRES)
469 46
771/4
CONDENSER FAN
43 3 4
CLEARANCE 18 HORIZONTAL
36 DOWNFLOW
TYPICAL ROOF OPENING
33
CONDENSER COIL
14
39
46%
CLEARANCE 48 \ CLEARANCE 36
Table 88-1 Maximum Unit And Corner Weights (Lbs) And Center Of Gravity Dimensions (In.)
Tons
3 TC0036C/TCD037C 702/731 5411571 184/192 137/139 99/107 120/133 38/38 19/20
4 TC*048C/TC*049C 731/765 559/592 190/196 138/147 106/114 123/135 36/37 19/20
5 TC*080CITC*061C 751/821 579!633 194/284 143/156 109/121 134/152 36/38 20/21
6Y. TC*075C/TC*074C 819/852 630/863 198/207 1821173 123/130 150/153 39/40 21/21
7/
Unit
Model No.
TC*090C/TC*086C
Single Compressor
TCa090D/TC*091D
Duel Compressor
Modica's* tolls downtime end horizontal unlit.
Weights
Maximum Weights (Lbs) Corner Weights (Lbs) Center of Gravity (In.)
Shipping Net A . 8 C 0 Length Width
878/861 689/873 229/213 177/173 130/130 153/156 39/39 20/21
940/953 751/765 264/265 182/188 130/135 175/178 36/37 20/20
8A TC *102C/TC *103C 1064/1393 857/1094 . 298/353 217/291 144/203 197/246 37/43 20/26
10 TCo120C/TC *121C 1088/1753 879/1385 302/468 225 /357 150/242 202/317 38/46 20/29
1214 TC *150C/TC *161C 1460/1776 1161/1408 389/474 307/349 205/248 260/337 42/45 28/30
15 TC *180B/TC *181C 1739/2309 1371/1850 482/635 350/464 227/317 312/434 45/52 28/35
171/2 TC*210C/TC *211C 1820/2380 1452/1921 500/643 378/495 247/341 327/442 48/53 28/35
20. TC *2408/TC *241C 2285/2470 1820/2011 814/892 462/523 319/343 4251453 53/53 35/34
25 TC*300B/TC*301C 2395/2475 1930/2016 651/895 490/524 338/343 451/454 53/53 35/34
NOTE
1. corner weights are given la Information only. 13SS -25 Ion models must be supported continuously by a curb or equivalent frame support.
2. Weights we approximate. Horizontal and downit w unit and corner weights may vary slightly.
-��^- A
T
CENTER Of
GRAVITY
WIDTH
D
CENTER Of GRAVITY
VANE-
able 87-1 Accessory Net Weights (t,bsp
lodel No.
Co038,O48,080C
"C *037,049
fCc075,O90C.O90O
fCe081,074,086C.091 D,
1C*102C,120C
TCD 1O3C
TCD150C
TCD1B08
TCO121,151C. TCO21OC
TCD24OB
TCD1B1,211.241C
TCD300B.301C
TCH1O3, 150C
TCH180B,210C
TCH121,151C
Table 87 -1 (Continued)
Economizer Outside Air Damper Oversized High" Low'
Power Roof Motor Static Static
Net Manual Motorized Exhaust' Curb' Adder Drive Drive
40 32
40
32
TC*036, 048.060C 1 20/20
TC*O37,O49
TCD180B. 210C
TCD121.151C
TCO240B
TCD181,211.2416
TCD300B,301 C
TCH103.121C,150C
TCH240B 1
TCH181.211. 241C
TCH300B. 3016 1
*In d CaaN both dovrhltow and horizontal unite.
WeL ,hts 3.25
40 32 35 75 165 5 2 - —
65 32 60 95 205 5 2 2
80 32 75 95 235 • 5 2
BO 32 75 95 235 N/A 2 2
35 32 35 — -- 5 2 —
50 32 60 5 2 2
TCH240B as 32 75 — — 5 2 --
TCH181.211.241C
TCH300R,301C 65 32 75 — — N/A 2 2
Unit All Zone 6-23 KW 27.36 KW 54 KW 72 KW
Model No. Sensors 240/480V" 2401480V= 3 240/480V 3 240/480V' 3
TC *O75, 090C, 0900 1 26/26 26/26
TCe061,074,086C.091D, 1O2C, 1206
TCD1O3, 150C 1 28/21 31/27 38/32
1
1
1
28/21'
1 28/21 31/27 38/32
TCH180B. 2106 1 28/21' 31/27 38/32
TCH121.151C
NOTES:
t. Net weight should be added to unit weight when entering factory instated accessories.
2. For BOOV heaters net weights we aim u 460V healers.
3. To estimate shipping weight add 5 the to net weight.
4. Dovmhovt ony.
5. 27.36 KW heaters not available For 1CSO61C.
8. Not available on all models (See Fan Pedanwnce tables for specific models).
7. 9.23 KW Heaters not available for TC*210C,
80 5
35
87
65
31/27
33/27
33/27
82
38/32
40/32
40/32
33/27 40/32
33/27 40/32
5
Electric Heaters 1\,/ Q A/
2
43/34
43/34
43/34
43/34
2
•
TRAWl
Table 9 -1
General Data
3 Ton Downllow Units
TCD036C1, C3, C4
Cooling Performance'
(dross Cooling Capacity 37,400 48,900 48,900 64,000 62,500
SEER' 10.00 10.00 10.00 9.85 10.00
Nominal CFM / ARI Rated CFM 1,200/1,200 1,600/1.600 1,600/1,600 2,000/2.000 2,000/2,000
ARI Net Cooling Capacity 36,000 48,000 47,000 61,500 60,000
System Power (KW) 4.01• 5.26 5.26 6.95 - 6.71
Compressor
No./Type 1/Climatuff® 1/Climatuff 1/Climatuff 1/Climatuff 1 /Climatuff
Sound Rating (GELS)' 8.2 8.6 8.6 8.6 8.6
Outdoor Coll -- Type Hi- Performance Hi- Perlonnance Hi- Performance Hi- Performance Hi- Performance
Tube Size (in) 0.0. .375 .375 .375 .375 .375
Face Area (sq ft) 5.67 7.43 5.83 11.32 9.76
Rows/FP1 2/16 2/16 2/16 2/16 2/16
Indoor Coll - Typo Hi- Performance
Tube Size (In.) .375
Face Area (sq It) 3.67
Rows/FPI 2/15
Refrigerant Control Short Orifice
Drain Connection No/Size (in) 1// PVC
Outdoor Fan - Type
No. Used/Diameter (in.)
Drive Type/No. Speeds
CFM
No, Motors/HP
Motor RPM
*Indicates both dowrdbw and horizontal units.
Propellor
1/24
Direct/1
3,150
1/.25
850
Generai
Data
, ws 'wait
4 Ton Downfiow and Horizontal Units 5 Ton Dovmflow and Horizontal Units
TCe048C1 TCe048C3, C4, CW TC4O60C1 TC*060C3, C4, CW
Hi- Performance Hi- Performance Hi- Performance Hi-Performance
.375 .375 .375 .375
4.83 4,83 6.33 6.33
2/15 2/15 2/15 2/15
Short Orifice Short Orifice 'Short Orifice Short Orifice
1/14 PVC 1/36 PVC ipA PVC 1PA PVC
Propeller Propeller
1/24 1/24
Direct/1 Direct/1
3,940 3,630
11.33 1/.33
850 1,075
Propeller Propeller
1/24 1/24
• Direct/1 Direct/1
4,900 4,270
1/.50 1/.40
975 1,075
Indoor Fan -- Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal
No, Used 1 1 1 1 1
Diameter x Width (In.) 9 x 9 12 x 9 12 x 9 12 x 9 12 x 9
Drive Type/No. Speeds Direct/2 Direct/2 Direct/2 Direct/2 Direct/2
No. Motors 1 1 1 1 1
Motor HP (Standard/Oversized) .33/40 .50/.75 .50/.75 .60/.75 .60/,75
Motor RPM
(Standard/Oversized) 1075/1400 850/1040 850/1040 850/1040 850/1040
Motor Frame Size
(Standard/Oversized) 48/48 48/48 46/48' 48/48 48/48
Filters - Type/Furnished? Throwaway/Yes Throwaway /Yes Throwaway/Yes Throwaway/Yes Throwaway/Yes
(No.) Site Recommended (In.) (2) 20 x 25 x 1 (2) 20 x 25 x i' (2) 20 x 25x I' (2) 20 x 25x 1 (2) 20 x25 x 1
Refrigerant Charge (Lbs of R -22)' 5.6 6.6 5.6 8,4 7.9
NOTES;
L
Cooling Performance Is rated at 95 F ambient. t10 F entering dry bulb, 67 F entering wet bulb. Gross capacity does not include the effect of fan motor heel. ARI capacity is net and
incl the elect of fm motor heat. Units am suitable for operation to ±20% of nominal cim. Rated in accordance with ARI Standard 210/240 or 360.
2. SEER is rated at ARt conditions and in accordance with DOE teat procedures.
3. Sound Rating is rated h accordant, with ARI Standard 270 or 370.
4. Refrigerant charge is an approximate value, For a more precise value, see unit nameplate and service instructions.
5. TCH046 models require (2) 16 x 25 x 1 fillers
8. TCD036C3, C4 system power KW 3.99.
9
VI ENGINEERING CC.
19062 SE 320th St., Kent, WA 98042
(253) 630-4530 Fax: (253) 630 -8151
Sept. 29, 1997
Dave Andringa
SeaAire
946 Industry Drive
Tukwila, WA 98188
Re: New HVAC unit TC *060C
Kodak Processing Labs, 1233 Andover Pk E
Visser Engineering Project #97 -135
Mike Visser, P.E.
Enclosure
Dear Mr. Andringa:
We have reviewed the information provided by you regarding a new rooftop HVAC unit
at the above referenced site. Visser Engineering has determined that the roof structure is
adequate as is, based the following conditions:
• HVAC unit weight of 699 lbs., including curb and economizer,
• HVAC curb must cross no less than 2 existing 11 -7/8 TJI /35 joists that are
spaced at 32 inches on center and span between grids 6 and 7, as given in the
1985 design drawings..
The impact of the new unit to the building's foundation, and to the building's ability to
resist seismic loads is nominal. Calculations are attached for the impacted roof joists and.
girders.
Please call if you have any questions regarding the foregoing.
Sincerely,
MEWED
CITY OF TuIKWI .A
SEP 301997
PERMIT CENTER
Mq1 0150
viSSER ENGINEEI?IM3 co.
Calculation Sheet
Title:
Project:
Client:
Date:
Page:
IIPERNIMINMENEUIPME0MS 6911112
11/111111111111 111111
H•••■G lk � lul L� EM
1111111E orrammia
Imo INIMERFAMEr MIIMEMEM
1111111111111111111111111111.111 11.1111111.1
1 ,���l
11 N 1�
11111E11M 1111111
111111111211M1 e.
S'3 1..P
F
7 if
h
Dead Load:
Unit Weight
Beg. trib width
End trib width
Roof:
Floor:
Int. wall:
Ext. wall:
20 psf
12 psf
0 plf
0 plf
12 feet
0 feet
Wall beginning
12 feet
0 feet
Wall ending .
0 feet
0 feet
0 feet
0 feet
Beam Reactions:
Reaction
Location
Reaction
12 feet
0 feet
0 feet
Beam # Unit
Beam # 0
Beam If 0
12 feet
0 feet
0 feet
700 pounds
0 pounds
0 pounds
Allowable Stresses
Unit Weight
LDF = 1
LDF = 1.15
Modifiers
Bending, Fb ( +)
Bending, Pb ( +)
Shear, Fv
Elasticity, E
2,400 psi
2,400 psi
165 psi
1,800,000 psi
2,760 psi
2,760 psi
190 psi
1,800,000 psi
CF = 1
CR = 1.00
Live Load:
Unit Weight
Beg. trib width
End trib width
Floor:
40 psf
0 feet
0 feet
Beam Reactions:
Location
Reaction
Beam # Unit
Beam II 0
Beam # 0
12 feet
0 feet
0 feet
0 pounds
0 pounds
0 pounds
Member Forces
Dead +Live
Dead +Live+Snow
Maxinum Bending Moment:
Maximum Shear:*
21480 ft. -lbs.
2990 lbs.
43080 ft.-lbs.
6290 lbs.
. VISSE12 ENGINEERING co.
Simple Beam Design
Beam Number: Girder
Beam Length: 24 feet
L
O
A
D
I
N
D
E
S
I
G
N
Project: 97 - 135
Client: Sea -Aire
Date: 9/29/97
Page:
Snow Load:
Roof:
Beam Reactions:
*Taken distance 'd' from support
unit weight
25 psf
Beam # Unit
Beam # 0
Beam # 0
Required Section Properties
Area, A = 49.72 in. ^2
Sect. Mod., S = 187.30 in. ^3
Mom. of Iner., I = 2,020.55 in. ^4
Beg. trib width
12 feet
Location
12 feet
0 feet
0 feet
End trib width
12 feet
Reaction
0 pounds
0 pounds
0 pounds
Reactions
Beginning
End
Dead Load
3230 pounds
3230 pounds
Live Load
0 pounds
0 pounds
Snow Load
3600 pounds
3600 pounds
Provided Section Properties
Area, A = 105.00 in. ^2
Section Modulus, S 210.00 in. ^3
I == 1260.00 in. ^4
I� Provide: - 8.75
x_12 Glu- lam,24F -V4
All dimensions are in inches.
EVAPORATOR SECT
ACCESS PANEL —
5
2" ELECTRICAL CONNECTION
{SINGLE POINT POWER
WHEN HEAT INSTALLED)
CONTROL R COMPRESSOR
ACCESS PANEL
CURB DIMENSIONS
Dimensional . 5 Ton Standard EUic:ienc
+.1 K 4 Ton High Efficiency
Data
43
393/15
1
)13 /la` �e
CLEARANCE 36
77%
72
TOP PANEL
�Ia
469 16
77
CONDENSER FAN
43%
CLEARANCE IS HORIZONTAL
36 DOWNFLOW
TYPICAL ROOF OPENING
33
CONDENSER COIL
2 DIA HOLE
( UNIT POWER WIRES)
T/ DIA HOLE
(UNIT CONTROL WIRESI
39
46 9 46
��' 1 1 1 CLEARANCE 36
Table 88 -1 Maximum Unit And Corner Weights (Lbs) And
Tons
3
4
5
6y
714
Unit
Model No.
TCD036C/TCD037C
TC*048C/TC*049C
TC*060C(TCe061C
TC*075C(TC *074C
TC*090C/TC*086C
Single Compressor
TC*0900/TC*091D
Dual Compressor
*Indlosses both dominos/ and WI/0M units.
702/731
731/765
751/821
819/852
Weights
Maximum Weights (Lbs)
Shipping= Net
878/861 689/673
940/953 751/765 264/265 182/188 130/135 175/176 36/37
1064/1393 857/1094 298/353 217/291 144/203 197/246 37/43
1086/1753 879/1385 302/468 225/357 150/242 202/317 38/46
1460/1778 1161/ 1409 389 /474 307/349 205/248 260 /337 42/45
1739/2309 1371/1850 482/635 350/464 227/317 312/434 45/52
1820/2380 1452/1921 500/643 378/495 247/341 327/442 46/53
2285/2470 1820/2011 614/692 462/523 319/343 425/453 53/53
2395/2475 1930/2016 651/695 490/524 338/343 451/454 53/53
Sys TC *102C/TC *103C
10 TC *120C(TC *121C
1214 TC *150C/TC *151C
15 TC *180B/TC *181C
1714 TC *210C/TC *211C
20 TC *2408(TC *241C
25 TC*300B/TC*301C
NOTE Comer weights we given for Information only. 81425 ton models must be supported continuously by a curb or equivalent frame support.
2. Weights we epproxlmale. Horizontal and downllow unit and corner weights may vary slightly.
T �^ A
CENTER OF
GRAVITY
WIDTH
0
541/571
559/592
579/633
630/663
CENTER OF GRAVITY
CENTER OF GRAVITY
LENGTH
Center Of Gravity Dimensions (In.)
Corner Weights (Lbs)' Center of Gravity (In.)
A • B C D length Width
184/192 137/139 99/107 120/133 38/36 19/20
190/198 138/147 106/114 123/135 36/37 19/20
194/284 143/156 109/121 134/152 36/38 20/21
196/207 1621173 123/130 150/153 39/40 21/21
229/213 177/173 130/130 153/156 39/39 20/21
20/20
20/26
24129
26/30
28/35
28/35
35/34
35/34
7
WANE'
able 87 -1 Accessory Net Weights (Lbs)'
lodel No.
C*038,048,0600
"C*037,049
rC *075,090C,090D
rC *061,074,086C.0910,
TC*102C,120C
TCD 103C
TCD150C
TCD180B
TC0121,151C. TCD210C
TCD240B
TCD1B1,211.24IC
TCO3008.301C
TCH 103, 150C
TCH18013,210C
TCH121,151C
TCH240B
TC0103. 150C
TCD180B. 210C
TCD121.151C
TCD240B
TCD181.211.241C
1CO3008.301C
TCH103, 121C, 150C
TCH1808. 210C
TCH121.151C
TCH240a
TCH1B1.211. 241C
TCH30013. 301C
Table 87-1 (Continued)
Economizer
Net
*lndlcatea both downllow and horizontal units.
40 32
1
1
1
1
1
1
Wei 'Its
Outside Air Damper
Motorized
Manual
TC *038, 048. 060C 1 20/20
TC #037,049 •
28/21
28/21'
40 32 35 65 82 5 2
40 32 35 75 165 5 2
65 32 60 95 ' 205 5 2 2
80 32 75 95 235 5 2
60 32 75 95 235 N/A 2 2
35 32 35 — — 5 2
60 32 60 — — 5 2 2
TCH181,21 L241C 65 32 75 -- — 5 2 —
TCH300B,301C 65 32 75 — -- N/A 2 2
Unit All Zone 6-23 KW 27.36 KW 54 KW 72 KW
Model No. Sensors 240/480V 240/480V' 3 240/4B0V 3 240/480V' 7
TC *076, 0900.0900 1 26126 26126'
TC *061,074.086C.091D, 102C, 120C
NOTES:
1. Net weight should be added to unit weight when ordering factory installed accessories,
2. For 600V healers nel weights are same as 480V heaters.
3. To estimate shipping weight add 5 lbs to net weight.
4, Pownitow only.
5. 27 - 36 KW Healers not available try TC*061C.
6, Not available on all models (See Fan Performance tables for specific models),
7. 9.23 KW Heaters not available for TC*210C.
87
Power Roof
Exhaust' Curb'
31/27
31/27
33/27
3 Ton
80
Oversized High' toe
Motor Static Static
Adder Drive Drive
38/32
38/32
40/32
33/27 40/32
1 28/21 31/27 38/32
1 28/21' 31/27 38/32
33/27 40/32
33/27 40/32
5
o N
43/34
43/34
43/34
43/34
Pa
•
Table 9 -1 General Data
Compressor
No./Typo
Sound Rating (GELS)'
*Indicates both downnow and horizontal units.
( :; General
Data
3 Ton Downftow Units
TCD036C 1, C3, C4
1 /Climatuff®
8,2
9
•
1 •ft
".■ -r te r I.
4 Ton Downflow and Horizontal Units 5 Ton Downitow and Horizontal Units
TC4048C1 TC*048C3, C4, CW TC *060C1 TC*060C3, C4, CW
Cooling Performance'
Gross Cooling Capacity 37,400 48,900 48,900 64,000 62.500
SEER' 10.00 10.00 10.00 9.85 10.00
Nominal CFM / ARI Rated CFM 1,200/1,200 1,600/1,600 1,600/1,600 2,000/2,000 2,000/2,000
ARl Net Cooling Capacity 38,000 48,000 47,000 61,500 60,000
System Power (KW) 4.01° 5.26 5.26 6.95 - 6.71
1 /Climatuff 1 /Climatuff 1/Climatuff 1 /Climatuff
8.6 8.6 8.6 8.6
Outdoor Coll --Type HI- Performance HI- Performance Hi- Performance Hi- Performance Hi•Performance
Tube Size (In.) O.D. .375 ,375 .375 .375 .375
Face Area (sq II) 5.87 7.43 5.83 11.32 9.76
Rows/FPI 2/16 2/16 2/16 2/16 2116
Indoor Coll -- Type HI•Performance HI- Performance Hi- Performance HI- Performance HI•Performance
Tube Size (In.) .375 .375 .375 .375 .375
Face Area (sq II) 3.67 4.83 4.83 6.33 6.33
Rows/FPI 2/15 2/15 2/15 2/15 2/15
Refrigerant Control Short Orifice Short Orifice Short Orifice 'Short Orifice Short Orifice
Drain Connection No. /Size (in.) 1/Y PVC 11/ PVC 1PA PVC 1135 PVC 1 PA PVC
Outdoor Fan - Type Propeller Propeller Propeller Propeller Propeller
No. Used/Diameter (In.) 1/24 1/24 1/24 1/24 1/24
Drive Type/No. Speeds DirecVi Direct/1 Direct/1 • Dlrect/I Direct/1
CFM 3,150 3,940 3,630 4,900 4,270
No. Motors/HP 1/.25 1/,33 1/.33 1/.50 1/.40
Motor RPM 850 850 1,075 975 1,075
Indoor Fan -- Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal
No. Used 1 1 1 1 1
Diameter x Width (in.) 9x9 12 x 9 12 x 9 12 x 9 12 x 9
Orivo Type /o, Speeds Diroct/2 DirecV2 DirecV2 Direct/2 Direct/2
No. Motors 1 1 1 1 1
Motor HP (Standard /Oversized) .33/40 .50/.75 .50/.75 .60/.75 .60/,75
Motor RPM
(Slandard/Oversized) 1075/1400 850/1040 850/1040 850/1040 850/1040
Motor Frame Size
(Standard /Oversized) 48/48 48/48 48/48' 48/48 48/48
Filters -- Type/Furnished? Throwaway/Yes Throwaway/Yes Throwaway/Yes Throwaway/Yes Throwaway/Yes
(No.) Size Recommended (in.) (2) 20 x 25 x 1 (2) 20 x 25 x 1' (2) 20 x 25x 1 (2) 20 x 25 x 1 (2) 20 x 25 x 1
Refrigerant Charge (Lbs of R -22) 5.6 6.6 5,6 8.4 7.9
NOTES:
1. Cooling Performance Is rated at 95 F ambient, 80 F entering dry bulb, 67 F entering wet bulb. Gross capacity does not Include the effect of tan motor heat. AR capacity is net and
includes the ellect of Ian motor heat. Units ere suitable for operation to ±20% of nominal cim. Rated In accordance with ARI Standard 210/240 or 360,
2. SEER Is rated at ARI conditions and in accordance with DOE teat procedures.
3. Sound Rating Is rated In accordance with ARI Standard 270 or 370.
4. Refrigerant charge Is an approximate value. For a more precise veto°, see unit nameplate and service instructions.
5. TCH040 models requite (2) 18 x 25 x I fillers
6 TC0036C3, C4 system power KW 3.99.
•
)1. of(
�r•. - Department of k , .is action and L d II
Boiler/Pressure Systems Inspection Sectio
Steam & Refrigeration Licensing
710 - 2nd Avenue, Suite 700
Seattle WA 98104 -1703.
SEA -AIRE INC
906 INDUSTRY DR
TUKWILA, WA 98188
7/9/96
Expires: 7/31/97
License No: 19812
REFRIGERATION CONTRACTOR, AIR CONDITIONING
Limitation: None
1,11.7 ts,J.ilitnaitill•h
Department orCoastruedon • andl.ind �. ,�.. t ,f
Wier/Pressure Systems nspection ••-
Steam i Refrigeradon Limning • • `` ° -
710.2nd Avonuo, Suito 700 Seattle, WA 98104 -1703
SEA -MRE INC 7/9/96 •
906 INDUSTRY DR, TUKWILA, WA 98188 EXP: 7/31/97
Refrigeration Contractor, Air Conditioning
Limitation: None License No:19812
•
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LICENSE TYPE
BUSINESS LICENSE
BUSINESS LOCATION
SEA —AIRE' INC
906 INDUSTRY DR
TUKLIILA- WA
SEA —AIRE
SEA —AIRE
906
TUKWILA
F - , E D e 2A• 9 ( _ l 1 D A 3 51*
D. W. Gentry, Chief In
Please detach both licenses. Display the above Iicensa.in a cor.
The wallet - size license at left is included for your cor)venience.
. . -'.• t
t
!- I.2 !!!/.V%Y.!l:!YC'!N ! rW .lW)��l .fY�ifliVZ�I�L` •k''
The City Of Seattle
Department of Finance. Revenue and Consumer Affairs Division
600 4TH AVE. RM 103
SEATTLE, WA 98104 -1893 (206) 684 -8484
• CUSTOM
1981,2:
EXPIRA
12/ 01/,
POST CC
NOT TA
MAILING ADD
INC
I a • 'c(c'
INDUSTRY I
WA•
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TUKWILA FIRE.DEPAR
Please call:. 575.4407
and give this job
and exact address for shut•=
clown or restoration approval:.'
RTr ra'd.+ s per,. cacti �7tc , s•s S< rs r `'r , coyly w�a+yv
RECEIV
�es�ofiif fi�iFitv��s �+se�aal 3 �' F
OCT 2,1
TUI:WILA IRE PREVENTION
Tt:e drav✓in• .tfxed: heret
1 ewed and a�. epted by
Tu wila•Fire Dep - ddit'•
or visions - totlses .r
da ' will void this ad .
r.:
WITHOUT' - -_ COMMENTS.
NOTED IN RED:
THE ATTACHED E
INCHES muc To d
TEMP.
0165 g:86
.$212.
uL 6WTERMLS 6 EbIINMEftr TO BE NEW 6 ..
owNEri ro PBwwE �BEOi7..TE HE ro.FEF
PwE FPOM FBEFIIN6 •
eoo a niidd_ ':
T : NOD b RING.
AREA
CODE U FACTOR
ENERGY LASS ?:(Q),: ..
TEMP "
ENERGY
LOSS. (Q)
GROSS WALL
5660 S.F.
- -
0.25
(70
-
- 221 ° F
-;. QW-• •r�:
67,900 Btu /HR
ROOF AREA
7300 S.F.
0.05
(70-
-22) ° F
Q
17,520
- - _
Btu /HR .
SLAB PERIMETER
360 FEET
SLAB F FACTOR
0.23
(70
- 55) °F
,:1
- -�
Btu /HR
AREA
CODE U FACTOR TEMP
ENERGY LASS ?:(Q),: ..
GROSS. WALL
C:'_1.:
(70 .22) ° .F
o
29,885 Btu/HR
ROOF AREA
. •3.05 -
('O - 22) ° F
17,520 Btu /HR
J
SLAB PERIMETER
SLAB F FACTOR
0.46
(70 - 55) ° F
-Q ; -
- 2,495 Btu/HR
I OJ S
6x8" CD CM) ,f
L?x(o°
100 CFM
CD (N)
80 CFM
8 ° x9' CD (N)
TYP OF 4
AHU -1
HP -2
IO
L4"x 4 RAG (N)
A
8.8
V RELO A I IUN
0 - 4 - /VON\ CE)
y EXISTING ROOF TOP T-
UNIT - REUSABLE,-'
O'DIAC
DN'.(
/4 DIACN)
IB DIACN)
it A
IBO CFM (EF
Y 8 UP TO RocF - FAN IS
EF - 4 N
G ° ' G" RAC, (N)
G "TAG (N)
TYP OF 0
IC, 0
2
qT 0 (5O
50000/4
c/ G (N)
500 000'
zo x 6 SAR O)
500 CFM
20T 6" SAR (N)
500 c/ H
ER-2_ 20'x(n" SAR 0)
210 CFM (WII -(1 <
mo_ B" B uP TO WII
1 LOK20'
400 REM
SAR CN)
z< xzo��
500 CFM
((( /G "SAR (N)
IOH
_ H
000 CFM
GO - <6 " / 0 4)0
24'424 RARE
500 CFM
CO' *0 "51 (N)
3 C M
Z "r6
300 CFM
H -
��
EF - 3
300 crM
To'I, n" SAR (NI
R � 8 N UP T(J W FI
C a <
24`x -4 ' RAG (N)
- 00 CFM'
20 'C°' ' N)
(
12 12' (N)
,s 2d
02 20
2011,2.6'7_1 zOCCFn�
20�a6' S .9 R (N1
NOT OA O (VAP.
OO /
MOUNTED ON TOP
F RM.,ANU oN
CE ING f COPPER
LINE BETWEEN
G"oG'� RAG
T OF 5
RELOCATE XISTING
GRILLE AS SEFIOWN
TYP
14 0IACN)
250 CFM �ID'DI
8" =8 "CD(E)
TYP OF 4
1(
/
,e'', � SO CFM
6 "x6' c o 5 (N)
[
ZOO , TYP OF 'S
-- 1I
ACTUAL PROPOSED. ENERGY ;,LOSS
....,:
9x2_4' RAG (El
HVAC FLOOR PLAN
SCALE I/8'= I
NEW ADDIT./ON ONLY.
ENERGY CODE REQUIREMENTS
„tTOTAL: Q = 86,662:Btu /HR'
- 49, ^'890)Btu /HR ?
200 CFM
” 8"x8 CE (El
Z Y P O F
150 REM
8 " +B" CD (E)
TYP OF 3
U 1` BOHN
'ASPERA'
P-1 CARRIER 50QD -008, 87;000 208/3
i
HP -2 CARRIER : 500D -008 37 ;. 20 8/3 2.05
;AP 2
'AMMERMAN
AMMERMAN
AMMERMAN
AMMERMAN'
:.ACCESSORIES
ECONOMIZER,. ELECTRIC
RESISTANCE. HEATERS,
THERMOSTAT,, SINGLE
FT. BOX
CAPACITY -
(Btu /HR) VOLT /0 MIN OOP
CAPACITY
(Btu /HR) VOLT /0 MIN COP
ADT 040 12,000' 115/1 N /A;�
MT -6213C .115/1_
:MODEL
3611
PS -8 -2
PH-8-20
CAPACITY
(Btu /HR )
25 0
VOLT /0
120 /1.
120/1
120/1
120/1
MIN COP
N/A
N/A
N/A
' ACCESSORIES
THERMOSTAT -
24" RAG (N)
ZOO CFM
8'x8` (DOE)
TYP OF 2
EX I STING ROOF ToP
UN)T - REUSABLE
EF -1
100 CFM
vP TO Ex /ST/ NG WOO
Y
B " Din(t)
11\ I '5o44
- ' L -I RELOCATE TO NEW
LOCATION
8 "DIA(E)
LEGEND = OF MECHA SYMBOLS
SYMBOL'' "ABBREV:
CD
RAG
EF
DI-I
EAU"
DESCRIPTION.
CEILIN DIFf USER
.SIDE S .DUCT :LONNECT.
SNoWN
RETURN AIR.
.- ..GRI LLE
THERMOSTAT
CONTROL;
EXHAUST FAN
:TRA !t
GRI LLE ° , `
'EX I5TE G DUCT
• HEAT E N
•
-ER/ST/MG ELECTRIC
H EATING UNIT.
H
SAR
SI DE WALT. SUPPLY
AIR REGISTER`< '
NOTE: DASHED LINE INDICATE MATERIALS TO BE
REMOVED OR RELOCATED WHERE SNOWN
DgRO LNNES INDICATE NEW MATERIALS
LOGO (.5C,LI O) LINES INDICATE EXISTING
EYIAIER',ALS TO REMAIN