HomeMy WebLinkAboutPermit M01-137 - COSTCO - PHARMACYM01-137
Costco Pharmacy
1 160 Saxon Dr
ss:
City of ^�������'���� 431-3670
� � (206) —~. ~~.�
Community t / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98/88
Permit No: M01-137
Type: B-MECH
Category: NRES
Address: 1160 SAXON DR
Location:
Parcel #: 252304-9063
Contractor License No: MCKIN**372NO
TENANT COSTCO PHARMACY
1160 SAXON DR, TUKWILA WA 98188
OWNER SADE PAUL+ELEANOR
585 POINT SAN PEDRO RD, SAN RAFAEL CA 94901
CONTACT MARK FRISK .'
5005 3 SEATTLE 98134
CONTRACTOR MCKINSTRY`COMPANY
5005 3`AV S, PQ BOX 24567, SEATTLE WA 98134
*+****************************************************»****»************k**
Permit Description: �
RELOCATE EXISTING HEAT PUMP TO SERVE TEMPORARY
PHARMACY LOCATION. INSTALL 1.5 TON ACU TO SERVE A
NE
PHARMACY LOCA ON' INCLUDES ASSOCIATED DUCT
WORK DIFFUSERS AND GRILLES.
Valuation: 7,500'00
' --
Total Permit Fee: 73'13
**w �a*�* *****^***aw******»******************
UMC Esrft{on:,:1997
Permit Authorized Signature Date
-'--'
I h6r,ebycertify that I have read and oxamined this permit and know the
samep+o b'��t�~um�and correct. ll provisions of law and ordinances
�� {.... work will . ^ .' ^ with, ., ... . herein not.
8mVe � ,�l� wor� w�/| be complied w�cn, whether sp�o�r��o�ner��n or no�
The f this does not to give authority to violate
gra g�o s perm oes no presume o 8 ve r � v o e
or cancel the r V�s 1ons of any other state or local laws `regulating
the performance of k I authorized to sign for and
construction or� e pe ormanca o work. am a � g or n
obtain this buildjn arnlit.
Signature:
— -'
' L
Print Nama: ' . T1tle: , L� �� �5� J '
MECHANICAL PERMIT
Dato:
Status: ISSUED
Issued: 08/27/2001
Expires: 02/23/2002
Phone:
Phone: 206 760-7724
Phone: 206 762-3311
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or
abandoned for a period of 180 days from the last inspection.
„ =• - -`„ ^*
•
Address: 1160 SAXON DR
• Suite:
Tenant: COSTCO PHARMACY
Signature: Ajg
74 bi c Ke._KU
________....... . . . .. •
CITY OF TUKWILA
Permit No: M01-137
Date:
hereby certify that I have rea'iii:the'Oriditions and will comply
with them as Outlined. 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 provisions of any other work or local laws
:regulating construction or the performance of work.
Status: ISSUED
Type: B-MECH Applied: 08/15/2001
Parcel #: 252304-9063 ' Issued: 08/27/2001
A************A******k*Il*A******AA*AW*44.***A**AA*A*A*
Permit Conditions:
1, Readily accessible access to roof mounted equipment is
'required.
Any exposed insulations backing material shall have a Flame
.Spread Rating of 25or less, and material shall bear identi-
fication showing the fire performance rating thereof.
•. Plumbing permits shall be obtained through the Seattle-King
County DepartMentpf Public Health. Plumbing will be
inspected by that agency, including all,gas piping
(296-47
. 'Electrical permits shall be obtained through the Washington
,StateiOlvision of,,Laborand and all electrical;,
workl,be inspected 6)/ agency (248-6630).
. VENTILATION IS REQUIREDFOR ALL NEW ROOMS AND SPACES OF NEW -
OR (4STING CONFORMANCE WITH THE UNIFORM
BUILDING,-CODE,AND THE WASHINGTON STATE VENTILATION AND
INDOOR AIR QUALITY. CODE, CHAPTER 51-13 WAC.
6. .Nofclangeswilll be made to the plan's unless approved by the
Engineer and the Tukwila Building Division
7. All records', and approved plans shall be
avaVlable-at,the job site prior to the 'start of any cob- '
stro'oti'on, These documents are to be.maintainecrand avail-
ableuntilffnal inspection approval is granted.
8. Allcanstrtiction to be done in conformance With approved
,
plans and requirements of the Uniform Building Code (1997
Edition) asramended, Uniform Mechanical Code (1997 Edition),
and Washington State Energy Code (1997 Edition).
9. Validity, of 'Permit. The issuance of a permit or approval, of
,
plans, specifications, and computations shall not be con--
'strued .o be a permit 'for, or an 'approval of, any violation
of any ofthe provisions of the building code or of any
other ordinance of the jurisdiction. No permit presuming to
give authority to violate or cancel the provisions of this
code shall be valid.
. Manufacturers installation instructions required on site
=
for the building inspectors review.
A
Project Name/Tenant: �/
GAS �"� Amaym C S' l � 7., pc.
Value of Mechanical Equipment:
ft 7, 5Ac -"
Site Address : City State/Zip:
Tax Parcel Number:
Property Owner:�!�
(�5 c ec, �u NcxE 5r9 1.._ �c�2P
Phone: (� ) ,3'j 3 _,8 to
Street Address: nc? e a // ki zss o .ij State/Zip:
t
J y/
Fax #: ( )
Contractor: e/ 5 ,{
Phone: („9610 742 _ 3 31(
Str �et d �! �� Ci �,tat
Fax #: ( 7 �� ` �� r/
C ontact
/ /`c i n sv — ezzel.s772pi %G .
Phone: (af t,) --76,g_ 7v (
Street Address: Cit State/Zip: :
Sac 5- ' �4 (/ - S, - 77 e7 ( ((
Fax #: (get) 74 1
— (( 7
"BUILD'INGOWNERt`'O AUTHORIZED'AGENT.':
''; ,, t
Signature:. _ f
�
.
Date: S __ i c_ G /'
I
Print nam 7f — 4.10// 5r
K
o,
Phone: (dig, ) 760 gig
Fax #: (f ) 7606 7/
Address:s _ 3/(4/k( 5 (
City /State/Zip: � _ ,-'_ r 9g/ 3 (
S
CITY OF T KWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
Mechanical Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
ECHANICALPERMIT AND' APPROVAL (TO RE FILLED
Deygn of work to be done (please be specific):
PfccoleAn4 1c x-7 c3 L. Z &z LL. I. 5 cu SgioVE A[Ee4J
P14411444-ay Loc-A -'r d • „nC CC L,9 S 4 S S e,6. A-r J g, rr 10
Current 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 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.
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 114.4 of the Uniform Mechanical Code (current edition). No application shall be
extended more than once.
Date application accepted:
Date application expires:
07 0,0R
Application taken by: (initials)
11/2/99
meth penultdoc
...,....,...� ... ...,, .. .........., t, d .....,ice......,. _�.
Mechanical Permits
COMMERCIAL: Two complete sets of drawings and attachments required with application submittal
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
RESIDENTIAL: Two complete sets of attachments required with application submittal
Submittal Requirements
ew.Single Family Residence
Heat loss calculations or Form H -6.
Equipment specifications.
Narrative with specification of equipment and chimney type.
If using existing chimney, prcvide a letter by a certified chimney sweep stating that the chimney is in safe
conditiori.
I ►/2/99
miacpmt.doc
Change -out or replacement of existing mechanical equipment
I Narrative of work to be done, including modification to duct work.
Installation of Gas Fireplace
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
1
Submittal Requirements
Floor plan and system layout
"
Roof plan required to identify individual equipment and the location of each installation (Uniform
Mechanical Code 504 (e))
X Details
and elevations (for roof mounted equipment) and proposed screening
Heat Loss Calculations or Washington State Energy Code Form #H -7
/ H.V.A.C.
, ,
over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut-
off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical
Code 1009).
wh
ft
Specifications must be provided to show that replacement equipment complies with the efficiency ratings
and other applicable' requirements of the Washington State Nonresidential Energy Code.
Structural engineer's analysis is required for new and the replacement-of existing roof equipment
weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be
stamped by a Washington State licensed Structural Engineer.
Mechanical Permits
COMMERCIAL: Two complete sets of drawings and attachments required with application submittal
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
RESIDENTIAL: Two complete sets of attachments required with application submittal
Submittal Requirements
ew.Single Family Residence
Heat loss calculations or Form H -6.
Equipment specifications.
Narrative with specification of equipment and chimney type.
If using existing chimney, prcvide a letter by a certified chimney sweep stating that the chimney is in safe
conditiori.
I ►/2/99
miacpmt.doc
Change -out or replacement of existing mechanical equipment
I Narrative of work to be done, including modification to duct work.
Installation of Gas Fireplace
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
1
i 5. `f? a.y r e'n is
Aecount.Code
O 'i0/345 .830
00/322.100:
* * * *A * :t *:1 *4* * * * * ** *fir
IFV OF TJK I ANWA TRANSMIT
* *. ,t4*' * * ***- *. * ** * * * * * * , t•+*****., t*., 1***, t*** *,1k * * * *,4 *,1�4* *�S,t*•A ** **
` TR(NSMI C; Nu a " R0401110 Amoun : 73..13 08/27/01 13;17
P.avrerii;' Me.thad'.'CHECK •Notation: MCKINSTRY CO. Init: KAS
e,rini`t; ;No: ,N01--137 Type: I3 ••MECH MECHANICAL PERM];T
arce1 ' No: 2'52304-063
ite Address: 1160 SAXON DR
Total Fees: 73.13
73.13 Total ALL Pmts: 73.13
Balance: .00
* X*' Ar*, t******** ,t4,** *4**** * * **n * * * **** **** **
D.escripiion
_ PL F IB
,CHECK : -. NONR ES
-....MECHANICAL .- NONPES
Amount
14.63
513.50
Project
�" r 1Li1��'ICttr
Type of Inspe .
R 0 -10 ofessvr
Iress:. ,
Y. �tc):.s Mil
r
Date led:
li Jnt
Special instructions
� r Lc r ":
Date w nee en:)
t � / oi
J ��
p z n lio _ slr)..... ri) lc ,,
INSPECTION NO
ITY OF TUKWILA BUILDING.: DIVISION
300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved; per; applicable codes.
nspector:
INSPECTION RECORD
Retain a copy with permit
PERMIT NO. C
(206)431 -3670
El Corrections required prior to approval -• ••±
:COMMENTS.
vol 4- 1 t )rit C 1vvt 1.4 l.vl -PYt
r it tiv‘ic c , ;Ado S Cr) i ! P CI _
t y C tn'a v 11 r-r $ -Poo-
t vac ; (.< 47
ry c v\rk rout c r Uc-A -1
tr Q 4 Y1Pt.c) wirc.'4InIra
;1,1;
t—
. l- q0 ,.
_0Y,- t , ;
VV A � A t tJtn;r h„
'f L) n< n h it I
1
Date:
( 1 — L- D)
$47:00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid
;at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
eceipt: No:
Date:
WX qYn %?'�S
:..ti`,'hr��'A�`�"�'_ := .r?�Si. „�'NnrtiYt�,usSSt.•Lfi!
•
•
Prpject:
C65 0 6
rkincy
Type_af Inspect' n:
-- In/t
Address: '
(0 0 ct ) 661/ 7
b e'
/g/0/
s ll
pecial instructions:
••
-
Dategn / 1
P
Requester:
ho :
INSPECTION RECORD
Retain a. copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila,
(206)431-3670
COMMENTS:
O
Inspector:
i9 SQM
Date: 91
Receipt No:
Date:
dadititaford6
. •
Approved per applicable codes. fl Corrections required prior to approval.
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
47401.1: r tr `4.k7
azcs:a..
Project:
CO
Type of Inspection`'
c
Address: r:: C
Date called: '
Special instructions:
Date wanted:
I
a.m.
Requester:
S're V 2
Phone:
_
INSPECTION RECORD
Retain a copy with permit
I(VSPECTION NO
CITY OF,TUKWILABUILDING DIVISION
• 6300 Southcenter Blvd, #100, Tukwila, WA 9818
PERMIT NO.
(206)431 -3670
'Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
I) Tire . c+ �vNsO tcr4,n� c prc veJ
k S
0 re V \r Uk.
� r45 : ,� ►v �o UGt
rQoC L, w- Ste p - r)
Q?
(tI t i ) hi o vn xPOo4 ' s yOt
(4J \ ; r pPe t'
tea.,
Date:
9-1'7,0
647;00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
(;`at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Re4eipt, No:
Date:
,
. .c: 1.74 ' 0 A A( .
A.i /til
Type of
111..iCIIVIIIIII=4"1.7
In . -clion: ‘6c, - 1 ,
4 "Fri, , .• ■••- .
ol e • :
(.20 r•-, .1
..{,
Date ca
,...,
led: -/
Cf/i 3/0i
Special instructions:
— U
S 1( CO -
9\'e‘jt
ate wanted:.. i / TS(Nm
D
'Requzer:
In Ih4ti-k-.64-
Phoa
exe) 7Ce3-4(gici
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO
ITY OF TUKVVILA BUILDING DIVISION
.6300 Southcenter Blvd, #100, Tukwila, WA 98188
Date: 9
PERMIT NO.
(206)431-36
0:
Approved per applicable codes. ri Corrections required prior to approval.
COMMENTS:
410 vd Oct r6ved
•
.$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
•
' • . • , , • • • •
. • •
7
project: pfriaona
Ty 6 of InsPection:
- .12o ugh -1 1-1-61
Address,: , z ,
lieti myerx br.
1 I
: Date
Special,instructions: ,...4,
....
Date wanted: r e e 98_61
a.m:
P.m.
Requifil- --
: 04 . 16 f isk
Phone
Z1,-710 11-/
. .
, . . . -, • .
COMMENTS:
Corrections required prior to approval.
INSPECTION RECORD
Retain a copy with permit
INSPE ON NO.
CITY OF TUKWILA BUILDING DIVISION
- 6300 Southcenter Blvd, #100, Tukwila, WA 98188
•
Approved per applicable codes.
Date:
' • ,
fa/ 37
PERMIT NO.
(206)431-3670
$4 . EINSPECTION FE T Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Per
-- • raidAlhir.447,:mt,--rtl-.
-- • •
• ••••• ' • " •••••••.'.• • '''..•,"...•;••••','" •
BDCS 4253783001
COOLING LOAD DATA
"WILOMO OUTLINE
NE
W
ROOF
AUG -14 -2001 15:04
Iw
TABLE VALUE'S 'RCM ASkI Al 11140 PLAIluiNTALS HAROGOOM
CONDYOflON
wALL5
ORIENT.
•
Th. 'E•
EAST,' E•
EWE
NORTH. 'C'
EAST. 'C'
SGLRH,
eaT. 'G'
GUU ComtUCT10M
sRTUGNT
GLASS SOULR
0I wT.
GLASS
kola
L4117111C 11 Y011141JIMAT CAM
UCM113+0:
EQUIP.
=r .•i..r . == w...III
1 .T.�.
�iM �..•.
I. •1.. 7'111... =
I it ... qv•w� •
. .......w.. •
. OM
..•...•w•.. woo 01Pmme• I. ales • ales 1: 1 Y •
Iara.do.••r..w. Mw •,r..
. .. . 1 111 = s...
"!.L.a{V'r . _ ales. -7
TABLE 31
CLTO
10
30
20
20
10
29
17
14
N. OOOR,•G 24 1
E 8000. 30 2
S. DOCR,11• 43 3
pOpR.'CV 30 2
anLE 29
CLTO
77
TABLE=
CL.TC
14
TABLE 34
SRO
232
•
TABLE 32
CLTO
1
2
1
2
3
2
3
2
TABLE 32
CLTO
2
TAXI 31
tre
Cll•
1.1 WATTS!SF
0.3 WATTO er
1
CF CL'IflC
•11 0
• 11 22
•14 10
• 11 1
.11 •6
.15 15
-1e 4
• 13
-16 9
• 1D
10
-10 30
•16 42
CF CLTO
• 16 as
CF
•1$
CALC. SY: Lew* Jo les
PFIOJECT: Coeko Wlobaale
LOCATION: Tukwila WA
U►T(TUOX: 47 TIME:
WALL GROUP (TAILS 30):
ROOF NUMBER (TABLE 29):
e OSTemPERAIVRE INDOORS (11):
OS TEMPERATURE OUTDOORS (To):
WB TEMP P.ATURE OUTDOORS (To):
DAILY RANGE Mn:
AVERAGE TEMPERATUREol1TOOCA ATo
ATe. To - Dr/2 • OD
GRAINS/LB
0R421&LE GREATER THAN 72
BE ANkao
OduWOn
CLIO
•1
DATE: 11•Muy01
1603
E,C.G
e
73
60
14
22
14
0
0
sego • Wow..
Iry476 9.141303).
•11
0413100 AM
111N CPI413CCLPANT.
,OCCUPANT1(SALSI).
TCTAL OUTBIDS Alii
2D
0
1110
09131/4 1'R MAT oAM
6t+Ai. 21, MCI 3
BC+6YLF:
LA1L►R.
CLti. LOAD FACTO*:
250
200
WW00W
CMAP. 27. TABLE 13
IhW
LhndW.nl.
U GLASS ODOR 3.
GLASS SHADING COMICIENT5
PAP. 27.142LE 21132
01J►41 SC
31CYL1ow SC:
D11O112VEl1T SC:
111.14.111133113.04211 •Y• 1141.11131:
MAU WALL'S'
METALWALI'p'
1I • PLAS1EPSOMID
ROOF .
AOLL,LP peal
R.MTL =OR
0.410
04152
11.1111
1.00
047,
I- FILE COPY
1 unciarstandih t the Plan Check approvals are
st lhieCt to errors rIr'r ^rr. . ;i1 -
Post•tr Fax Note • 76T1
l.1)
---�1 „_.,:ales �•�n..� --
RECEIVED
CITY (IC T1 Atm. A
AUG 1. 5 7001
PERMIT CENTER
P.02iO4
1• • V d.
137
.Z
V O
W O'
O' .
z z
W Lu1
0 0,
0 I—
UJ
U. H
Z ;
ll 1 N •.
O
AUG -14 -2001 15:04 BDCS
v..ay — il — vim Vc 1 .G. 9 Al1V.
SPACE: PHARMACY
CALC.BT: Lags Jess OUTRIDE BET: 00 WET 64
PROJECT: Costae VIITI611sale INSIDE DDT, 70 MT 6a
LOCATION: Tultwl,, NA , TEMP. RIFF. 2 TIME: 1800 •
DATE: 11488,1 :1 AREA 740 SO FT
TRANSMISSION
ORIENT. SOURCE AREA CLTOC U ITU
NORTH WA.l Or 1330 0 0,032 0,e$3
NORM. RCOF no 0 0.013 426
TOTAL. TRANBMGSCN
4253783001 P. 03/04
(LUD) CNti1 —slur P.02
TOTAL
7,033
I NTER AL LOADS
PEOPLE NUI48ER 0 200 OTUIFCM90N 2,000
L IUHTS WATTS 1342 2.41 STUIWATT 4,370
EOUIPI4ENT. WATTS 079 3.41 $TLNWATT 1,272
OUTSIDE AIR CFM 160 1.OIL TEMP DIFF 2 349
TOTAL 4136
IL_A�T�E�NT LOA08
PEOPLE NUWER 0 200In/PERSON 1,000
IDE AIR CPU 100 0 ORILB 0.66 b
TOTAL 1.000
TOTAL COOLING LOAD
8ENERLECCOUNG LOAD: 16.29E
Ste! COOLING LOAD WISP OP 10% 10,736
TOTAL COOLING LOAD 10,636
AL COOLING LOAD WAIF OF 1071 10,510
TONE YMTM A SAFETY PACIT011 OP 1611 144
AUG -14 -2001 15:04
LOCATION:
08 PLUMBER
FLOOR AREA:
DATE:
COMP BY:
TOTAL MEN
TAL MBH
W/O 0/A TOTAL MEN
BDCS
;OMPUTATION HEAT LOSS
Costco Wholesale
Tukwila, WA
01 -130 .
746 Sq.Ft.
11- May -01
Lewis Jo1es
25%
45%
4253783001 P.04/04
IN IDE TEMP:
OUTSIDE TEMP:
TEMP. DIFF.
Y
SOU F(6 A TE P DIF
'WALL 'G'
20761 0.2101
OUTSIDE AIR 1601 1.081 4
70
26
44
33.529
36,233
TOTAL P.04
AUG-13-2001 07:41
30Vd
BDCS
!WM: u. io••env
June 13, 2001
Engineers Northwest
6869 Woodlewn AVE. NE
Seattle, Washington 98115
4089USSOU
COSTCO
Tukwila,WA
STRUCTURAL CALCULATIONS
for
Pharmacy
4253783001 P.02/09
OP' IIIKVOLk
4 ? 7 nTi
LU
RECEIVED
arrY OF TUKWILA
AUG 1 5 2001
PERMIT CENTER
M 01- 13 7
1 .153MHIWON SO3NION3 :AU INN
AUG -13 -2001 07:41
BDCS
ENOINEERS•NORTHWEST, M.P.G. i SHEET PM •= OF
0869 WOODLAWNN AVM N.E''(SUITE 205) Rev. 2/28/01
SEATTLE, WA. 08115
L:OSTCQ - P11lt* sgcV
Ludes 1007 MC i SSC 4988 SOCA & 2000 IBC
I.18C SMusiIc Zona 4, Ca • 0.81, R• 3.e 101111 (for 1 )siMorance only) " 10 pef
!ID soil pall* - Source A wttiNn 2 Ian Jog t D. vd t, -0ar Ceiling
MC & BOCA 6alweb As • 0A, R a 6.5 1-1/2' VOWS" 2201. Dkg.: 1.9 psf
IISC Solon* Oea0.410atR•3 d.IR pasta GI 46 "do rd 0.6pSf
T-bal' ceiling .; 1.8
Misc.; %1 0.7
68-0' 0dent of decking � T.O.P. • 17-8' Tc#tal 5p
Wall_DL wt hing each side
.kits fi 518" W8 eedt side -, 5.8 ref
110414 leiGa Stud 018" o/c ,., 0.7
• A 4r aelbal -, MI= t 0.7
`' I 16' -4"— T + ? 7 Pe -
s1 Hesdre2 ,
Well DL et eileethinp one side'
_,+ 1 • - Y 619" W0 each side = 2,8 pal
21 _ 1s�-4 Stud?@ o/c ill 0.7
MIsc.i =: 0.5
Header A !ice Total in 4 p®f mu
Lai' -0"
Was
Z1 /9 39vd !wvzf:ll 10 -o1 -one
Note:- C)= wall numbering system
,bdsb ! o/0 I. a 16'-4" See cale.eht.0 PM -3
w= (10.6)•4 =60 pit
R • 60'(16.3312) = 490 0 ee. and
$NUdt� la L =11 -10" See calc.sht.0 PM-4
L o r d i n g 01- P = 60118.330 = 490.0 . q a 0 Pei
Loading 02 • P = 20'(16.3312) =164'0 , q o 6 peg
Saba • 1 L = 21'-0" w =152 pIf, R =1596 * See eaia.sht0 P1�6
0 2 L a 19'4" w = 152 pif, R =14091 Soo wlceht. t PM4
*3 L 5'-0" w • 152 pif, R = 380 i See caic.sltt.0 PI(l.6
L .r 10' -10" P mac. • 1343 0 See cale.eht0 Piz
Sheet!
!6699ZZ590t
4253783001 P.03/09
2126101
Pharmacy
5 1$5MHION 9U99NION3 :AO .1.N38
WNI
I.
V to
Wall aelf4v1.
V was .
2
0 I Tension
0 screws
Grass up
0iag '
1.58 kips
1.863 kips
2.481 kips _
• .
1.7 kips
1,38 kips
005 to
2.02
.49 kips
6
1.46 kips
16.::'3 IL
114 kips
1.35 kips
0.57 kips
202 kips
2.498 kips
6
1.48 kips
5E. f4
3.04 kips
2.66 kips
_ t.12 kipii
3.84 kips _
3.721; kips
9
0.77 kips
AUG -13 -2001 07:42
ENOfNEERS410RTHWEST, INC.P.S.
6869 WOoDLAWN AVE. N.E. (SUITE 206)
SEA II.E. WA. 98118
Coda 1911 L C Ik Sec ,1699 BOCA • 2009 IBC
WIC S01s110e.Zona 4, Cs s see, R-2.$
SSC & BOCA &Isrnk Aa • 9.4, R • 8.6
IBC 1siswik Ca • 0.416 at R as 3
Lem 87 UDC R • 2.1 V • 0.421 W ---- 4 Corarals ( wont possible clod. case)
11760C8199BOCA R•6.0 Vol 0.154W 9 .1.0
2000 IBC, Ss 3 2.117, 81 .1.8 V • 0.416 W for tab Clan D
Direction 11 won: a P(10.33) s 147 plt
DIAWon f2 ww. 6'(68) ♦7'(11.83/2)'4 a448 plf
I /L 3Dtid '•Wv :II I0.0I.Onv
BDCS 4253783001 P.04/09
w • 02 pif
W ro, w lee pit
SHEET PM 4! OF
Rev.2128101
R•quhd 0 of mews ID 11 gs. idia9onal soap • 9
Requited lief screw• O 20 go: end studs • 7
Roquimd N of wows ! 16 gm. tp t< bet. track • a
•
• Max. uplift = 0.400 klp.
NOTE:-
1.) Only e6 % of the wail & ceiling net. IX wss used to resist uplift. miss, DL was not used.
2.) 112 wag wt. & wall self shear goes up 1 1/2 goes dawn.
33 Savors to be i $- 1$•1" HWH 4w2 or PPH 12 1
Smug show value In 16 gm. Materiel • 344 x 1.33.461 Moms
Spun show value In 20 p4. Material = 164 x 1.33 • 214 1ukarew
Try a 16 9a. X 4 In. wide diagonal Strap
Strap Actual tonsils abase a 3.la/(4°0.0666) u 1644 loci
Strap Allowable. lends stets = .6•50 ksi is 30 ksi
The /!fpewable exceeds Ore Admit IIwslose fhs 16 ga. X4 Inch shop Is GIK
0 fn. udeb on f
Grade 2.8 R square required Is mold upilft
Ufa 1 /r, slldhrasd embedded 4- 114" sore. Inbs M16"e holes In i" ro • 41,51 tomato
need frith 98W Hit NY 1190 adhesive. Provide e " ipselal Inspection" per ICI O NER 8183.
Use 11158 Tension allowable • 3.42 x 1.33.4.16 kips
Use I :lhopson SR.7T20 holdovm uNo obis -.1.76 kips
45heet2
'• P6epec590Z
2/28101
Pharmacy
493MH1dON U39NX0N3 :A9 1N99
Other SeIslm1c
V • 0.281 W Z,one4 8 Cs •.114
Zones ( Loeds,l
V a 0.154 W one 3 • As = 0,41
Wad Self
OL y 0.85
Perp.Wati
DL at 0.85
Sum Walls
OL x0.85
,
Nel
uplift
"a
0iag '
1.58 kips
1.863 kips
2.481 kips _
Net Lly -
• 0 bps ?
0 kips ;
0 kips ! ,
Ois,. Strop en.
0.913 kli: s
0.913 ki�1; s
1.381 kji; s
r; j'1!J 1L
0 kips
0 Idps
0 ki
1
2
3
0. - • kips
0.58 kips
1.81 kips
0.63 kips
0.47 kips
_ 0.5$ kips
1.21 kips
1.05 kips
2.39 kips _
,
0.28 kips
0.41 kips
0 kips _
AUG -13 -2001 07:42
ENOfNEERS410RTHWEST, INC.P.S.
6869 WOoDLAWN AVE. N.E. (SUITE 206)
SEA II.E. WA. 98118
Coda 1911 L C Ik Sec ,1699 BOCA • 2009 IBC
WIC S01s110e.Zona 4, Cs s see, R-2.$
SSC & BOCA &Isrnk Aa • 9.4, R • 8.6
IBC 1siswik Ca • 0.416 at R as 3
Lem 87 UDC R • 2.1 V • 0.421 W ---- 4 Corarals ( wont possible clod. case)
11760C8199BOCA R•6.0 Vol 0.154W 9 .1.0
2000 IBC, Ss 3 2.117, 81 .1.8 V • 0.416 W for tab Clan D
Direction 11 won: a P(10.33) s 147 plt
DIAWon f2 ww. 6'(68) ♦7'(11.83/2)'4 a448 plf
I /L 3Dtid '•Wv :II I0.0I.Onv
BDCS 4253783001 P.04/09
w • 02 pif
W ro, w lee pit
SHEET PM 4! OF
Rev.2128101
R•quhd 0 of mews ID 11 gs. idia9onal soap • 9
Requited lief screw• O 20 go: end studs • 7
Roquimd N of wows ! 16 gm. tp t< bet. track • a
•
• Max. uplift = 0.400 klp.
NOTE:-
1.) Only e6 % of the wail & ceiling net. IX wss used to resist uplift. miss, DL was not used.
2.) 112 wag wt. & wall self shear goes up 1 1/2 goes dawn.
33 Savors to be i $- 1$•1" HWH 4w2 or PPH 12 1
Smug show value In 16 gm. Materiel • 344 x 1.33.461 Moms
Spun show value In 20 p4. Material = 164 x 1.33 • 214 1ukarew
Try a 16 9a. X 4 In. wide diagonal Strap
Strap Actual tonsils abase a 3.la/(4°0.0666) u 1644 loci
Strap Allowable. lends stets = .6•50 ksi is 30 ksi
The /!fpewable exceeds Ore Admit IIwslose fhs 16 ga. X4 Inch shop Is GIK
0 fn. udeb on f
Grade 2.8 R square required Is mold upilft
Ufa 1 /r, slldhrasd embedded 4- 114" sore. Inbs M16"e holes In i" ro • 41,51 tomato
need frith 98W Hit NY 1190 adhesive. Provide e " ipselal Inspection" per ICI O NER 8183.
Use 11158 Tension allowable • 3.42 x 1.33.4.16 kips
Use I :lhopson SR.7T20 holdovm uNo obis -.1.76 kips
45heet2
'• P6epec590Z
2/28101
Pharmacy
493MH1dON U39NX0N3 :A9 1N99
AUG -13 -2001 07:42
BDCS
COSTCO - Pharmacy - Joiele
SEC'17ON DESIGNATION: 800S183-04
.111B1'�PROPRATIE6:
Web Haigh. 0,000 In
Top FWD • 1.625 in
Bottom Flange = 1.625 in
Stiffening Up = 0.600 in
Punchout WId1h • 1.500 in
AIMPAEVINAME2
Uniform Load • 15.0 psf
Osln.dion Limit = 1)300
0.75 Fedor For Wind or Earthquake NOT Applied
Bearing Length. for Web Crippling:
End Condition =1.01n
Allowable Web Crippling and She Reduced for Punchouts
L;rWABL,E CEILING SPANS - SIMPLE SPAN
.e;
Web Hnl t • 8.000 In
Top Flange • 1.026 In
Bottom Flange = 1.826 In
Stithming Up a 0.300 In
Punchout Width = 1.500 in
OII PUT PROPERTIES:
EMboiw.ion Properties, Strong Axis
Neutral Aids loom Top Fiber (Ycg)
Moment of Insets for Deflection (lxx)
Section Modulus (Sioc)
Allowable Sending Moment (Ma)
Zi /fl 30Vd lIt7Ev l l i0'01'OfV
1566 Alai Spedliohllon
DM'S: 2MI/2001
Steel rictuses • 0. In
Inside Caner Radius a 0. In
Yield Stress, FY • . Icsl
Fy With Cold -Work Fya = . 0 hi
Length = 4 , In
ALLOWABLE CEDING JOIST SPANS
Steel Thickness = 0. In
Inside Corner Radius = 0. In
Yield Stress, Fy = .0 ksr
Fy With Cold-Work, Fya = .0 kei
Punchout Length = 4.400, In
4.0307 in
6. In"d
1.3974. in" 3
3486145' Ft -Lb
•'8699ZZS90Z
4253783001 P.05/09
JOIST MECHANICAL BRACING AT:
SPACING NQlig MID Pt ILUBLEj
16 in 13'4• 18' 22'8"
24 In 12' ON 16' A" 20' 6" t
48 in 10'0" 14'0" iris' ) !(0 =4"
PM •3
`1S3MH1dON Sl53NION3 :AO 1N3S
AUG -13 -2001 07:43
. !, FM
BDCS
SECTION DESIGNATION: 382S10;43
3,625 In
Top Flange 1.825 in
Bottom Flange = 1,025 In
Stiffening Up= 0.500 In
Punchout Width • 1.500 In
1,95 M$I a scmo*don
DATE: I128/2041
COSTCO - Pharmacy - Studs
etc ght = 12.0 ft
Labial Load = 5.0 per
0.76 Factor for Wind or Earthquake NOT Applied
Etude Meohonloaly Braced at Tabulated Intervals
A A LOADS MI
SWAM
MOS 1E10
MID Pt 062 761
THIRD Pt 1268 1134
48 in 1266 1134
SHEATH 2 SIDES 1812 1439
DEFLECTION L11004 1/753
I tIT PROPERTIES:
Web Height = 3.626 In
Top Flsnp • 1.826 in
Bottom Flange = 1.926 in
Stiffening Up = 0.600 In
Punchocd Width a 1.500 in
, fit spur PROPERTJE9;
Effective Becton Properties, Strong Axis
Neutral Axis from fop Fiber (Yoe)
Maned of Inertly for Deflection (Inc)
Section Modulus (Sxx)
Allowable Bending Moment (Ma)
Zl /6 30Yd tVVVP? 11 l0'GI-OfIY
Mel Thickness = 0.6340 In
Inside Comer Radius = 0.0704 In
Yield Stress., Fy = p�i33 0 kd
Fy With Cold4Vork, Fya = 23.0 ksl
pug Length = 4000 in
ALLOWABLE COMBINED AXIAL AND SENDING Lt?ADS
{
!gnomon
1131
0502
Sled Thickness = 0. In
Inside Comer Radius • 0 764 In
Yield Streak Fy = .0 kal
Fy With Cold-Wodc, Fya ■ 33.0 kit
Punc;hout Length • 41000 in
11. 6 in
0. 12 Iraq
0. 18 In" 3
480.48 Ft-Lb
4253783001 P.06/09
99
PM•4
! 193MH1tION S11 :AO 11435
RUG -13 -2001 07:43
BDCS
Th
SECTION DESIGNATION 12008162.5
MINT PRO S;
Web Height * 12.000 In
Top Flange • 1.025 in
Bottom Flange = 1.025 in
Sdffenfng Up = 0.600 in
Pundhart Width • 1.600 In
1551 A181 Specifkatlon
DATE:•?/ 2001 •
COSTCO • Pharmacy • Headers
Steel Thickness = 0.
Inside Caner Radius • 0. 069
Yield Stress, Fy • .0
Fy With Cold-Work, Fya a .0
Punchout Length = 41000
ALLOWABLE UNIFORM LOADS
.INEE PARAMET!J
Dsf Nebon Limit U380
0.75 Fedor for Wind or Earthquake NOT Applied
Member Cardlguredon: (2) BOXED MEMBERS
Allowable Shur and Web Crippling Reduced for Web Punchouts
End Bearing Length for Web CrippiIng • 1 In
Flexural Bracing; 48.Oin
,IQ]'µ ALLOWA18.0 UNIFORM LOAPJj
SPAN LENGTH (ft)
i
Without Web
Stiffeners 662.1)13
,,IT P P ES:
wo6 e 12.000 In
Top Flange = 1.625 in
Bottom Flange • 1.625 In
Stiffening Up ■ 11500 In
Punnhont Width 1.500 in
Cl/01 lo-ol -onr
With Web
Stiffeners 1633.7
OUTPUT PROPERTIES:
Ci(,:dw OscIoa Propsrliss, Strong Axis
Neutral Axis from Top Fiber (Tog)
Moment of Mettle for Deflection (hoc)
Section Modulus (8*)
AIioMSbie Bending Moment (Ma)
236.2
i 0699i;ir59Q
184,2
in
In
kal
ksl
In
Steel Thickness.: 0.0 13 In
Inside Corner Radius = 0.1 in
Yield Busse, Fy • .O. ksi
Fy With Cold -Work, rye zi 00.0 Icsl
d
Punnut Length = 4.00a In
{
0.2587 In
19.579. W4
2. 30; in
7 t74: Ft-Lb
4253783001 P.07/09
p
!. S9MH1tlON SI; 33NIONB :141 INN
t
}
AUG -13 -2001 07:43
11141/11211 Spa armVon
OATE! 2/2W2004
COSTCO - Pharmacy - Posts
SECTION DESIGNATION: 302640243
BDCS
Ea
eh alp 3.626. In
Top Flange 1.625 In
Bottom Flange • 1.025 In
Stlfeiring Up = 0.500 In
Punchout Width a 1.500 In
ment:20rmati
108311
0.75 Factor for Wind or E4rthqudos NOT Applied
Member Conflguratlon: SINGLE MEMBER
TOt $" ALLO LELFAXIA.LMAD811b1
WEAK AXIS
BRACING
NONE
THIRD Pt
481n 90
1NPU' ROPERTIQS:
Woe Heigh. s 3.025 In
'Top Rangy • 1.626 In
13attom Flange = 1,625 In
Stiffening Up • 0.500 In
Punchout Width • 1.500 In
Airfianienalla
Moen Bootlon Properties, Strong Axis
Neutral Axis from Top Fiber nag)
rm
Moment of Itm for on (hoc)
seeitiorr Modulus (Sxx)
Allowable Bending Moment (Ma)
ZE/ II 50Yd io.O .inv
Steel Thickness c a0346
made Comer Radius • 0, 704
Yield Stress. Fy _ 133:0
Fy With Cold -Work, Fya 2 '33;0
Punchout Length 4.000
ALLOWABLE AXIAL LOADS
MAXIMUM
211
90
CONCENTRIC
LOAOLNG
534
1980
eoesaassoz
LOADS
997
1031
1003
In
In
ksi
In
Stets Thickness - 0,0340 in
Inside Comet Radius • 0.0744 In
'Yield Stns Fy • 310 kM
IFy With Cold -Work Fya 133.0 ksi
Isurxhout Length - 4000 In
1. 25 In
0. 12 I04
O.3918 In" 3
48946 Ft-Lb
4253783001 P.08/09
pm-61
463MH1UON SU33I' 10N3 :AS .LN3S
AUG -13 -2001 07:43
BDCS 4253783001 P.09/09
ENGINEERS - NORTHWEST It1iC. P.S.
6960 WOODt.AWN AVE. N.E. • SUITE 205 - S ATTLE, WA 60115 - (206)52 57060 • PAX • (ti 00)52241600
t•.
Joe No. JOB NAME - cos T'Z'C) ■
SUBJECT�i4'l*1d.7 uw1
aw.4 :wvca:Ll tn- nL -nnv
1 !1 3 IC
coot taibit
D XK 4 c .
di? tAk f CN)e.
akal
il
( '
It I
:anmammcana
DATE
SHEET _,,, Or
9Y
4e /m
/0
f I OMMN I WnN RN: QNTANa : la I max
TOTAL P.09
ti
U
2W
,
W . O
J;
N D
UJ 10
oic
3 p:
o �i
W W
O,
2
DEPARTMENTS:
cPM
Building Division
%WC S -z1-d
Public Works
Complete
Comments:
\PRROUTE.DOC
5/99
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M01 -137 DATE: 8 -15 -01
PROJECT NAME: COSTCO PHARMACY RELOCATION
SITE ADDRESS: 1160 SAXON DRIVE
XX Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Is Issued
n
Fire revention x
tructural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete n
TUES /THURS ROUTING: -71
Please Route Structural Review Required
APPROVALS OR CORRECTIONS: (ten days)
n
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 8-1 6-01
Not Applicable n
No further Review Required
DATE:
DUE DATE 09 -13 -01
Approved n Approved with Conditions Not Approved (attach comments) n
REVIEWER'S INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE
Approved n Approved with Conditions n Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
62.) 41._._4 11-4_ 3tILL;
4-4
Stei3D— 1,3
" 1 •
c
PLUMBING FIXTURE SCHEDULE
SYMBOL
DESCRIPTION
MFR. /MODEL
WASTE
VENT
COLD W.
HOT W.
SPECIFICATIONS:
DETAIL
SERVES
NOTES
p_7 J
FLOOR GRAIN
ZURN.
ZN- 5115 -5
T•
Y
HEAVY DUTY, TRACTOR GRATE WITH DUCO— COATED CAST IRON BODY, FLASHING COLLAR,
NO —HUB. POLISHED : NICKEL BRONZE TOP, SECONDARY STAINLESS STEEL STRAINER..'.
1/M -2
PRODUCE COOLER
1Q
( D -2)
CONDENSATE DRAIN
ZURN
ZN -415
Y
Y,
TYPE 1 STRAINER. ADJUSTABLE ROUND TOP ANTI- SPLASH RIM. STRAINER WITH DUCO-
COATED CAST IRON. BODY.
2/M -2
COIL. DRAINS
( PIS)
PHARMACY LAB SINK
ELKAY
LR- 1517
Y
1 -1/2'
1/2
1/2
Y
ISN GAUGE TY PE' W 0 2 5 1 Y DEEP WRH a F LESS ST E E LEDGE ELKAY LKTYPE. — 41121LERCOMEAFTMENr,
G OUT ITH 1 HEIGNO 8" REACH, L SINK'.DRNN &:TAILPIECE'.
SWIN SP
PHARMACY
(WH -1) .WATER
HEATER — 120'F
AO.SEL MITH.
D - 6
3/4
3/4'
6 GAL, 1500 WATTS, 120V/10, DRAIN NO 90 LBS OPERATING �WEGHT.
6 /M -2
PHARMACY
(PUMP(
SUMP PUMP
L RE50
2
1 -1 /Y
3.5 GALLON TANK, SUBMERSIBLE PUMP 750 GPH15' HEAD WITH LOW
LEVEL AVNATING SWITCH, 3/10 HP 115V/10, 91.1P, 720 WATTS
4/M - 2
PHARMACY
Q PROVIDE TRAP PRIMER.
1 I '..
" 1! I '
III!.
HVAC EQUIPMENT SCHEDULE,
SYMBOL
ITEM
SERVES
MFR /#
DESCRIPTION
ELECT.
WAGHT
REFERENCE REMARKS
NOTES
AC -1
AIR
CONDITIONER
PHARMACY
THANE.
YCC018F1
LDBA
18.4 MBH TOTAL COOLING, 12.4 MBH SENSIBLE, 8S
AMB, BP EDE, 67 EWB, 600'CFM O 5' ESP, SEER=
10.00, 40 MBH INPUT, 32 MBH OUTPUT, 78X AFUE.
208V/10
13.2 MCA
450#
ROOF, PLAN] 90 CFM MIN WA
PLAN M -7. 0 -25R O/A HOOD
6 /M -2
1 2 3
0 AC UNITS TO BE SUPPLIED W. PROGRAMMABLE ELECTRONIC NIGHT SET -BACK THERMOSTAT.
Q2 ROOF CURBS PROVIDED BY G.C., G.C. TO COORDINATE W. TRANS BEFORE ORDERING.
0 EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY N.C. , CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME O FAX(425)313 -6770.
PA
iiii i iiii
i
C 3/4 C
0
um
GENERAL, NOTES
PLUMBING LEGEND
WASTE /SANITARY SEWER
VENT
- COLD WATER
HOT WATER
HOT WA. RECIRCULATION
CONDENSATE DRAIN
A AIR
SD STORM DRAIN
0 G.
- GAS COCK
CONTROL VALVE — 3 WAY
CONTROL VALVE — 2 WAY
VALVE — GATE
VALVE — CHECK
VALVE — PRESSURE REDUCING (PRV)
UNION
y t STRAINER
THERMOMETER
VTR VENT THRU ROOF
EGO FLOOR CLEAN OUT
AF.F. ABOVE FINISH FLOOR
B.F.F. BELOW FINISH FLOOR
WCO WALL CLEAN OUT
CONT. CONRNUARON
TYP. TYPICAL
PSI POUNDS PER SQUARE INCH
R.D. ROOF DRAIN
RN ROUGH INSTALLATION
J J
NOM MALT TO THINE PLAN M: MAf'J8E
1. ALL WASTE PIPING, CONDENSATE AND DRAIN PIPING TO BE SLOPED AT 2X MINIMUM
UNLESS OTHERWISE NOTED.
2. SEE FIXTURE SCHEDULE FOR MINIMUM TRAP ARM AND VENT SIZE.
3. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING
AND CONDUIT OF ALL TYPES SHAD. BE CONCEALED WMIIN WALLS, FLOORS, CEILINGS (INCLUDING
CONDENSATE DRAIN LINES, WATER HEATER PRESSURE :RELIEF LINES AND SODA LINES)
JJCFJ
rI
EEEL El]
NOTE UGHTER UNE TYPE INDICATES EXISTING PLUMBING OR EQUIPMENT
HVAC
k 24/48k
=ES
LEGEND
MR DUCT — WRST d IS SIDE SHOWN
FLICOBLE DUCT CONNECTION
TURNING VANE
SUPPLY DUCT UP
RETURN DUCT UP
SUPPLY DUCT DOWN
RETURN DUCT DOWN
Nn VOLUME DAMPER
CAUNG DIFFUSER
SQUARE TO ROUND DUCT TRANSITION
FIRE DAMPER (FD)
AIR CONDITIONER$1
THERMOSTAT
CONTINUATION
TYPICAL
CUBIC FEET PER MINUTE
DRY BULB' TEMPERATURE
WET BULB TEMPERATURE
1,0UT BRITISH THERMAL UNITS /HR.
EXTERNAL STATIC PRESSURE
EXHAUST GRILLE .
RETURN GRILLE
CEILING :DIFFUSER
SCALE 1/16 = 1 -
FOR ENLARGIIO LUMBING
AND H WORK IN THIS
AREA S S_ PHARMACY
P ANN' WW1 M -2.
MAIN SALES PARTIAL FLOOR PLAN
METZIBM
230 CR-I
442 CRI
GAS SIZING CHART
PLAN NOTES
s¢ rA®e a A:w An �atc �aFTm1¢.
OO VERIFY & COORDINATE WITH SITE UDLRY DRAWINGS ALL
STUB —OUT LOCATIONS' AND INVERT ELEVATIONS BEFORE
STARTING CONSTRUCTION. FINISHED FLOOR ELEVATION
REFERENCE = ':0.00'. FINAL CONNECTIONS SHALL ' BE MADE'.
BY THE M.C: ANY OFFSETS REQUIRED SHALL BE DONE
THE MECHANICAL CONTRACTOR'S EXPENSE
I OO PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING
BELOW SKYUGHTS. : 1
Q VERIFY GAS 'METER VOLUME BY P.S.E GAS
CONTACT DAVE JENNESO(253)395 6824.
0 COORDINATE EQUIPMENT LOCATION WITH UGHTS, BLDG.
STRUCTURE, FIPING, SWAY BRACING AND SKYLIGHTS.
SEE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL
PLANS. LOCATE AC UNITS BETWEEN RACKS.
C1:: SEE EXACT DRAIN LOCATIONS WITH ARCHITECTURAL
DRAWINGS PRICK TO INSTALLING
ft�
3/4
CONNECT NEW 3/4 GAS TO
POINT EXISTING 4 GAS UNE AT THIS
POINT APPROX. FIELD VERIFY
EXACT LOCATION & SIZE OF
EXISTING UNE PRIOR TO WORK.
J
M01137
FOR PLUMBING. WORK IN
THIS' AREA, STE PRODUCE
COOLER WASTE & VENT
PLAN', SHEET M -2.
FILE COPY
i understand that the Plan Check approvals are
Subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
By dirn
Date
Permit No
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SEPARATETERMIT
REQUIRED FOR:
❑MECHANICAL
ELECTRICAL,
grPLUMBIT]U
£AS PIPING
CITY OF TUKWILA
BUILDING DIVISION
NO CHI,NCO S v H AL L W THOU T O r� crn?acEr ie
SCOT
OVAL G., TUKVlIL■ BUILDING DIViUi..; :. M UG
5
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M01 137
CO
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01
FCC
3"
PRODUCE COOLER WASTE & VENT PLAN
SCALE 1 /8' = I -0'
I D -3I
4"(E)
D -3
FLOOR DRAIN TYPE D -1
SCALE NONE
FINISHED FLOOR
CAST IRON LONG SWEEP
1/4 BEND OR CAST IRON
COMB, 'Y & 1/8 BEND.
SCALE NONE
BONNE
NEW 7 VENT
NG VENT SYSTEM
PRO HERE. FIELD SIZE
D L ATION PRIOR TO WORK.
CAST IRON CLEANOUT WTI
COVER FOR DUTY REQUIRED
DIRECTION OF FLOW
INTERIOR FLOOR CLEANOUT
CAST IRON EXTENSION
SOME IZE AS SEWER
UP TO S 4 DIAMETER
S VTR. SEE DETAIL / 3' TIN
(TYP. ALL VEN15)
(TD -1 )
EXIST. 7 W APPROX. II .f,
RE. FIELD VERIFY SIZE I
D LOCATION. L
4'(E) �T
D -2
CD
BUILDING DRAIN
SIZE PER PLANS
D -2 )
oY VTR
CONNECT NEW 3 WASTE
TO TING 4' W O
FIELD
VERIFY
THIS EXIS POINT I LOCH EXACT LOCATION AND
I I.E. OF EXISTING UNE PRIOR
TO WORK.
REMOVE EXISTING CONDENSATE
DRAIN APPROX. HERE. EXTEND
WASTE BRANCH AS REQUIRED
TO ACCOMMODATE NEW DRAIN.
FIELD VERIFY EXACT LOCATION OF
\ COSTING UNE PRIOR TO WORK.
NOTE:
FOR INSTALLATION IN FRONT OF BAKERY O OVEN ENS, DETAIL DRAIN SHALL
BE SET FLUSH WITH FINISH FLOOR PER ' E -7
FLOOR DRAIN D -2
SCALE NONE
REMOVE EXISTING TRENCH
DRAIN APPROXIMATELY HERE.
CAP & ABANDON WASTE BRANCH
ASSOCIATED W /DRAIN. PATCH /FINISH
FLOOR TO MATCH EXISTING. FIELD
VERIFY EXACT LOCATION OF EXISTING
UNE PRIOR TO WORK.
REMOVE EXISTING S VENT
FROM EXISTING TRENCH DRAM
CONNECT NEW 7 VENT TO VENT
THRU ROOF IN TRUSS SPACE.
DISCHARGE
PIPE TO MOP,
SERVICE SINK
OR OUTSIDE.
TO BE CON -
CONCEALED WITHIN
WALL. DAYLIGHT
O +6 ABOVE
SINK.
ASME P &T EN
RELIEF VALVE
HOT WATER
COLD WATER
1 UNION
CATCH PAN
PUMPED WASTE SYSTEM
UNDER SINK, SEE DETAI
CABINET
BOTTOM
UNDER SINK WATER HEATER(WH -1)
SCALE NONE
PHARMACY PLUMBING PLAN
SCALE 1 /8" =
PLAN NOTES
NOTES
( VERIFY & COORDINATE WITH SITE UTILITY DRAWINGS ALL
STUB -OUT LOCATIONS AND INVERT. ELEVATIONS BEFORE
STARTING CONSTRUCTION. FINISHED FLOOR ELEVATION
REFERENCE = 0.00'. FINAL CONNECTIONS. SHALL BE MADE
BY THE M.C. ANY OFFSETS REQUIRED SHALL BE DONE
O THE MECHANICAL CONTRACTOR'S EXPENSE.
Q PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING
BELOW SKYLIGHTS.
Q VERIFY GAS METER VOLUME BY P.S.E. GAS
CONTACT DAVE JENNES0(253)395 -6824.
® COORDINATE EQUIPMENT LOCATION WITH LIGHTS. BLDG.
STRUCTURE, PIPING, SWAY BRACING AND SKYIGHTS.
SEE ARCHITECTURAL, STRUCTURAL AND' ELECTRICAL
PLANS. LOCATE AC UNITS BETWEEN RACKS.
SEE EXACT DRAIN LOCATIONS WITH ARCHITECTURAL
DRAWINGS PRIOR TO INSTALLING
SCALE: NONE
AC UNIT DETAIL
SCALE NONE
)E
NEW 7 W UP TO BE CONNECTED
AS REQUIRED TO EXIST. 3 W
I■- pat ABOVE SIZE APPROX.
AN HERE. FIELD
VENT THRU ROOF
CAP COST. ,'' W APPROX. HERE.
FIELD VERIFY SIZE AND LOCATION
PRIOR TO WORK.
WAS
DEMO EXIST. TE
AS SHOWN
GENERAL NOTES
Thf 19LLODI G NOTES APPLY 1[I FMIEE TWI AS M4UGffiE
1. ALL WASTE PIPING, CONDENSATE PIPING & STEAM DRAIN PIPING TO BE SLOPED AT 2% MINIMUM
UNLESS OTHERWISE NOTED..
2. SEE FIXTURE SCHEDULE FOR. MINIMUM TRAP ARM MID VENT SIZE.
SURFACE MOUNTED' PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING
AND CONDUIT OF ALL TYPES BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING
CONDENSATE DRAIN LINES, WATER TER HEATER PRESSURE RELIEF LINES AND SODA LINES)
CD
3/4
AC-
SCALE 1/8 = 1 -0
SCALE NONE
.M
FOR CONNNUATION OF CONDENSATE & GAS SEE
'MAIN SALES PLUMBING FLOOR PLAM SHEET M -1.
PHARMACY PLUMBING PLAN
PHARMACY SINK PUMP
SCALE: NONE
/4 CW DN. TO
ATER HEATER
UNDER SINK, RUN
/7 HW TO SINK.
)E
ROOF
- -NEW 3/4 CW UP TO BE
CONNECTED AS REQUIRED TO EXIST.
3/4 CW ABOVE APPROX. HERE.
ELD VERIFY SIZE AND LOCATION
RIOR TO WORK.
DEMO EXIST.
CW AS SHOWN
CLEANOUT
AC UNIT HOLD ON BRACKET
CONNECT FROM THE TOP
THROUGH A WYE BRANCH
F1111NG.
2% SLOPE
r PUMPED WASTE UP
CONCEALED IN PLUMBING WALL
C_ ON�UITATION
132
18/10 RETURN UP
10/18 SUPPLY UP
AC -1 SEE DETAIL
PROGRAMMABLE
THERMOSTAT
BY TRANS.
PHARMACY HVAC PLAN
SCALE: 1/F7 = r -0
RUN DUCTS ABOVE SUSPENDED
CEIUNG &BELOW FRAMING
RUN DUCT DN. WALL
INTO CEIUNG SPACE
GRAVITY WASTE RUN D UCT TIGHT
AS HIGH AS POSSIBLE TO UNDERSIDE OF
IN TRUSS SPACE. STRUCTURE
100
TEMP. PHARMACY HVAC PLAN e
SCALE 1/0" = 1 -0
M01 -137
411M111
DUCT
FLEX DUCT 10' MAX
NYLON TIE - STRAPS
LAY -IN CEILING DIFFUSE..
DIFFUSER INLET DETAIL
SCALE NONE
0'm
RUN DUCTS ABOVE SUSPENDED
CEIUNG & B ELOW FRAMING
RUN DUCT DN. WALL
INTO CEILING SPACE
RUN DUCT TIGHT
TO UNDERSIDE OF
STRUCTURE
SUPPLY & RETURN SQUARE TO
ROUND TO RELOCATED HEAT PUMP
FRAMING SEE STRUCTURAL DRAWINGS
EXISTING RELOCATED HEAT
PUMP APPROX. HERE ON DECK
OF PHARMACY. RUN CONDENSATE
TO APPROVED LOCATION.
RELOCATE PROGRAMMABLE
THERMOSTAT APPROX HERE
VOLUME DAMPER
CONICAL SPIN -IN
, AD., I' � I
U)