HomeMy WebLinkAboutPP - 17570 SOUTHCENTER PKWY - AARON BROTHERS - PERMITS AND PLANS17570 SOUTHCENTER PKWY
ASSOCIATED PERMITS
02-F-106
02-5-094
98-5-159
pATRIOT
RE PROTECTION
2004-A 48TH AVENUE CT. E.
TACOMA, WA 98424
TEL (253) 926-2290
FAX (253) 922-6150
DESIGN INFORMATION SHEET
NAME AN1)A's L•IAi S .I.
LOCATION pP y sc--101-C-4-
BUILDING
CONTRACTOR
CALCULATED BY l)'1lq 1244 WIC Filt-
CONSTRUCTION: r..COMBUSTIBLE 0 NON-COMBUSTIBLE
OCCUPANCY - '15-7-44-1 C -
DATE b/ 2-3/9 �f
SYSTEM NO.
CONTRACT NO. 1 I - (3-7 7 5 -
DRAWING
DRAWING NO.
CEILING HEIGHT I 1 3 3 FT.
SYSTEM DESIGN
j_NFPA 13: 0 LT. HAZ.
❑ NFPA 231 0 NFPA 231C:
❑ OTHER (Specify)
❑ SPECIFIC RULING MADE BY DATE
ORD. HAZ. GP. 0 1 2 0 EX. HAZ.
FIGURE ; CURVE
AREA OF SPRINKLER OPERATION
DENSITY
AREA PER SPRINKLER 1 2 0 S
HOSE ALLOWANCE GPM: INSIDE 1 0
HOSE ALLOWANCE GPM: OUTSIDE
RACK SPRINKLER ALLOWANCE
o0SF
� L
CALCULATION
SUMMARY
GPM REQUIRED 3 4 4(
"C" FACTOR USED: OVERHEAD
�r
SYSTEM TYPE
mr.WET 0 DRY 0 DELUGE 0 PRE -ACTION
SPRINKLER OR NOZZLE
MAKE -E 1-441} .E MODEL C)
SIZE I/L" K -FACTOR S • 6 Z
TEMPERATURE RATING 1 6C.'
PSI REQUIRED G 1. t3 AT BASE OF RISER
UNDERGROUND At
WATER SUPPLY
WATER
DATE & TIME
STATIC PSI
RESIDUAL PSI
GPM FLOWING
ELEVATION
FLOW TEST
7 /rz./ys
1ItS
74 -
PUMP DATA
RATED CAPACITY
AT PSI
ELEVATION
TANK OR RESERVOIR
CAPACITY
ELEVATION
LOCATION S . 1-70+°= 1_ 5 o,.) -ice{ diE41- ? K •-„)y
SOURCE OF INFORMATION 'W S ) g- 3
WELL
OOF FLOW GPM
COMMODITY STORAGE
•
• MMODITY CLASS
STO- • : - IGHT AREA
STORAGE METHO
LOCATION
AISLE WIDT,
LED % PALLETIZED
RACK
U
cc
❑ SINGLE ROW 0 CONVEN
o DOUBLE ROW 0 SLAVE PALLET
❑ MULTIPLE ROW
FLUE SPA
L PALLET 0 AU3GMATIC STORAGE Q ENCAPSULATED
SOLID SHELVING Q NON -
0 OP
IN INCHES
LONGITUD TRANSVERSE
HO TAL BARRIERS PROVIDED
SPOKANE, WA OFFICE
TEL (509) 926-3428
FAX (509) 926-3708
PATRIFP099CF
CLEARANCE FROM
ENCAPSULATED
ORAGE TO CEILING
IN.
VANCOUVER, WA OFFICE
TEL (360) 699-4403
FAX (360) 699-4485
SUBMITTAL SERIAL NO:2454H-09 06-22-1998 PAGE 1
ANNA'S LINENS AT PARKWAY SUPERCENTER 11-0775
FLOW TEST RESULTS
STATIC 145.00 PSI
RESIDUAL AT 4586.0 GPM 74.00 PSI
PRESSURE AVAILABLE AT 449.1 GPM 144.04 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
121 30.97 24.00 5.62 30.37
122 29.54 24.00 5.62 27.64
123 29.32 24.00 5.62 27.23
124 29.98 24.00 5.62 28.47
125 26.74 24.00 5.62 22.64
126 26.54 24.00 5.62 22.30
127 29.71 24.00 5.62 27.94
128 25.02 24.00 5.62 19.83
129 24.83 24.00 5.62 19.53
131 24.19 24.00 5.62 18.52
132 24.00 24.00 5.62 18.24
134 24.22 24.00 5.62 18.57
135 24.04 24.00 5.62 18.29
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
349.11 GPM
100.00 GPM
449.11 GPM
60.94 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.044 PSI
MAXIMUM VELOCITY IN PIPES 19.41 FPS
SUBMITTAL SERIAL N0:2454H-09 06-22-1998 PAGE 2
.ANNA'S LINENS AT PARKWAY SUPERCENTER 11-0775
FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE
GPM IN PIPE PSI/FT SUMMARY
LEN/FT PSI
112 132
Q 24.00
115 135
112 115
Q 24.04
Q 24.04
1.104 L 1.00 0.1422 PT 18.24 (132)
F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.00
PT 18.81 (112)
1.104 L 1.00 0.1426 PT 18.29 (135)
F=E F 3.00 PE -0.43
DR C120 T 4.00 PF 0.57
1.452
109 112DQ 24.00 1.452
Q 48.04
114 134
Q 24.22
1.104
111 114 1.452
Q 24.22
107 127
Q 29.71
Q 24.19
L 10.00 0.0375 PT 18.43 (115)
F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 0.37
L 10.00 0.1351 PT 18.80 (112)
F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 1.35
PT 20.15 (109)
L 1.00 0.1446 PT 18.57 (134)
F=E F 3.00 PE -0.43
DR C120 T 4.00 PF 0.58
L 10.00 0.0381 PT 18.72 (114)
F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 0.38
PT 19.10 (111)
1.104 L 1.00 0.2109 PT 27.94 (127)
F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.48
PT 28.99 (107)
1.104 L 1.00 0.1442 PT 18.52 (131)
F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.01
108 111DQ 24.22 1.452 L 10.00 0.1371 PT 19.10 (111)
Q .48.41 F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 1.37
PT 20.47 (108)
109 129
Q 24.83
1.104 L 1.00 0.1514 PT 19.53 (129)
F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.06
106 109DQ 48.04 1.452 L 10.00 0.2921 PT 20.16 (109)
Q 72.87 F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 2.92
PT 23.08 (106)
L08 128
Q 25.02
1.104 L 1.00 0.1536 PT 19.83 (128)
F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.08
SUBMITTAL SERIAL NO:2454H-09 06-22-1998 PAGE 3
ANNA'S LINENS AT PARKWAY SUPERCENTER 11-0775
FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE
GPM IN PIPE PSI/FT SUMMARY
LEN/FT PSI
105 108DQ 48.41 1.452
Q 73.43
106 126 1.104
Q 26.54
103 106DQ 72.87 1.452
Q 99.41
105 125
Q 26.74
1.104
L 10.00 0.2963 PT 20.48 (108)
F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 2.96
PT 23.44 (105)
L 1.00 0.1712 PT 22.30 (126)
F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.20
L 10.00 0.5189 PT 23.07 (106)
F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 5.19
PT 28.26 (103)
L 1.00 0.1736 PT 22.64 (125)
F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.22
102 105DQ 73.43 1.452 L 10.00 0.5263 PT 23.43 (105)
Q 100.17 F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 5.26
PT 28.69 (102)
104 124 1.104 L 1.00 0.2146 PT 28.47 (124)
Q 29.98 F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.50
PT 29.54 (104)
103 123 1.104 L 1.00 0.2060 PT 27.23 (123)
Q 29.32 F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.44
13.103DQ 99.41 1.687 L 6.00 0.4032 PT 28.24 (103)
Q 128.73 F=0 F 0.00 PE 0.00
BN C120 T 6.00 PF 2.42
PT 30.66 ( 13)
102 122 1.104 L 1.00 0.2088 PT 27.64 (122)
Q 29.54 F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.46
12 102DQ 100.17 1.687 L 6.00 0.4089 PT 28.67 (102)
Q 129.72 F=0 F 0.00 PE 0.00
BN C120 T 6.00 PF 2.45
PT 31.12 ( 12)
101 121 1.104 L 1.00 0.2279 PT 30.37 (121)
Q 30.97 F=T F 6.00 PE -0.43
DR C120 T 7.00 PF 1.60
PT 31.54 (101)
104 107 1.452 L 10.00 0.0555 PT 29.01 (107)
Q 29.71 F=0 F 0.00 PE 0.00
BN C120 T 10.00 PF 0.55
SUBMITTAL SERIAL N0:2454H-09
ANNA'S LINENS AT PARKWAY SUPERCENTER 11-0775
FROM TO
FLOW
GPM
DIAM
IN
101 104DQ 29.98 1.452
Q 59.69
BN
11 101DQ 30.97 1.687
Q 90.67
BN
12 13
Q 128.73
2.727
L
F=0 F
C120 T
L
F=0 F
C120 T
F=0 F
NC C120 T
11 12DQ 129.72 2.727 L
Q 258.45 F=0 F
NC C120 T
10 11DQ 90.67 2.727 L
Q 349.11 F=0 F
NC C120 T
9 10
8 9
2 8
0* 2
Q 349.11
Q 349.11
Q 349.11
2.727
2.727
2.727
L
F=0 F
NC C120 T
06-22-1998 PAGE 4
EQUIV P -LOSS
PIPE PSI/FT
LEN/FT
PRESSURE
SUMMARY
PHI
10.00 0.2020 PT 29.56 (104)
0.00 PE 0.00
10.00 PF 2.02
6.00 0.2108 PT 31.58 (101)
0.00 PE 0.00
6.00 PF 1.26
PT 32.84 ( 11)
12.00 0.0389 PT 30.69 ( 13)
0.00 PE 0.00
12.00 PF 0.47
12.00 0.1412
0.00
12.00
35.13 0.2462
0.00
35.13
12.00 0.2462
0.00
12.00
L 8.00 0.2462
F=0 F 0.00
NC C120 T 8.00
F=T
NC C120
7.981
Q 349.11 F=GV,CV,ALV/T,2E
FM C120
L 18.17 0.2462
F 19.00
T 37.17
L 60.00 0.0013
F 155.00
T 215.00
PRESSURE AVAILABLE AT NODE 0 AT 449.1 GPM
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.044 PSI
MAXIMUM VELOCITY IN PIPES 19.41 FPS
PT 31.16 ( 12)
PE 0.00
PF 1.69
PT 32.85 ( 11)
PE 0.00
PF 8.65
PT 41.50 ( 10)
PE 0.00
PF 2.95
PT 44.45 ( 9)
PE 0.00
PF 1.97
PT 46.42 ( 8)
PE 0.00
PF 9.15
PT 55.57 ( 2)
PE 5.09
PF 0.28
PT 60.94 ( 0)
144.0 PSI
I_ Or ova/J.4. U•(..
hcoic.Cv w,a}e 31,0 -roe woo of OY
vs*_ COc t\Str'cw
c 161-c esti,, cri-fIrKA
Pe,. tirw/4 Pill
WOOD ROOF 'URLIN
HANGERMATE #560
ALL THREAD ROD
ADJUSTABLE RING HANGER
HANGER DETAIL
NEW BRANCHLINE
1" DROP
ADJUSTABLE NIPPLE
.U`AP. CEILING
CHROME RECESSED
PENDENT HEAD
DROP DETAIL
3" = 1'-p„
.amwca:.y:
•i,
:
•
�. :rtztxr®
OPEN. TO
5TRIJGTURE
ABOVE -
CHAIN HAN& AT
+10'-0" A.F.F. __..._..
• § NOTE I 'r?
DROPS 1
`" FROM E
5Y5TE
W CODE
---:MILL. AEG4-4 _TEE LOOle_IN16
our 'ME 'tr'P)
IDE SPRINKLER
BACK ROOM AREAS •
KISTING FIRE SPRINKLER
A5 RE IRED BY LOCAL
AFFYYA FULL- •t•tt: WbJ.i.
lIST._.WRAGAT COMP 441e. -
`�� RE Alto T 4IS AREA •
No Gt}AN G'�ES
14A44 To WALL.
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FIXTURES
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li
ABBREVIATION
HANGERS
REVISIONS
REFLECTED CEILING PLAN
SCALE 1/8" = 1'-0"
ACCEPTED
Without Comments
As Noted In Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current city
standards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
standards and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
Additions, deletions or revisions Po these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent frIproval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: .5- f- U'a" By:
of
Av fvA-
TUKWILA FIRE DEPARTMENT.
Please call: 575.4407,
and give this job
No. 0a- -0(/
and exact address for shut.
down or restoration approval:
2Lt
OTES:
. MAXIMUM SPRINKLER COVERAGE - 130 SQ. FT.
ALL PIPING & HEADS TO BE INSTALLED PER I'!.F.P.A. 13 & CITY OF TUKWILA.
1). ALL ARMOVERS OVER 1'-0" TO BE HUNG PE! N.F.P.A. 13.
SPRINKLER SY?,.:�u)LS
AFF = ABOVE FINISH FLOOR
BOD = BOTTOM OF DECK
BOP = BOTTOM OF PURLIN
CC = CEN i i.R TO CENTER
EC = END TO CENTER
TOS = TOP OF STEEL
O = HYDRALIC NODE POINT
#1 - "HILTI" W10 POWDER ACTUATED FASTENER,
ROD COUP., ROD & RING
#2 - C -CLAMP, RETAINER STRAP, ROD & RING
#3 - WALL BRACKET, ROD & RING
#4 - CEILING FLANGE, ROD & RING
#5 -
DATE
DESCRIPTION
BY
RELIABLE MOD. F1, CHROME RECESSED SSP
155°
•
16
RELIABLE MOD F1 BRASS SSU
155°
O
3
TOTAL SPRINKLERS THIS SHEET
19
ARCHER COI\STRLCTION
7855 SOUTH 206TH STREET
KENT, WA 98032
PH. (253) 872-7222
FAX. (253) 872-7277
AARONS HROTHERS
17570 SOUTHCENTER PARKWAY
TUKWILA, WA 98188
CONTRACTOR: SEIRRA CONST
IL
APR `'L 9 2002
PARTIAL
SPRINKLER PLAN
PERMIT NO.
CONTRACT NO.
APPROVAL
CITY OF TUKWILA
C.D.T.
B.HOFFER
SCALE
1/8" = 1'-0"
DATE
11-15-01
REVISED
PLOTTED
FPI of 1
NOTES: 1) The supplemental notification appliance control panel (SMAC) is to be surface mounted in the backbox provided. The fop of
a
2) The fire alarm control panel (FACP) is existing. 3) The SNAC is to be on a dedicated 120vac circuit with an isolated earth ground.
of the panel per NFPA. 5) The audible / visual notification devices are to be mounted at a height of eighty inches (80") above the
below the ceiling to the top of the device, Whichever is lower. 6) The detection devices are to be wired with a 16 gauge FPL fire
7) The audible / visual notification devices are to be wired with a 14 gauge FPL fire wire. This wire is to be riser or plenum
rated per NEC standards. 8) The audible/ visual notification devices are to have end of line resistors (ELR) as appropriate with
the FACP and/or the SNAC. 9) The audible / visual notification devices that are located in the same area are to be synchronized
10) All devices are to be placed and installed per the drawings. 11) All fire alarm system junction boxes are to be painted red.
All fire alarm system wiring is to be labeled and appropriately identified. 12) Appropriate wiring as—built drawings are to be
provided to Allied Security technicians upon first arrival at the project site. 13) Fire alarm system wiring is to NEVER share the
same conduit, riser, or raceway with any 120vac or higher voltage wiring. 14) Fire alarm system wiring should NEVER beP ainted.
15) Any fire alarm device and/or system wiring, which is no longer used, is to be completely demolished and removed.
S
TO FACP
P
Ex
Ex
Ex
111111 a (s)
Re
Existing I New
ELR
Re
S
ELR
To Dedicated 120vac
RISER
.DEVi'CE -.LEG-END
ey
.
.Yh'.:YI.rv.
31002 Mc
r
TcIrl ari ofa
Device
S
\t
P
Ex
Re
ELR
Description
Altronix AL65OULADA Supplemental Notification Appliance Control Panel
Wheelock AS-24MCW—FR Hornstrobe, Multi—candela, Red
Wheelock RSS-24MCW—FR Strobe—only Unit, Multi—candela, Red
Duct Detector 24vdc, as Provided By HVAC Contractor
Pull Station, Existing
Denotes Existing Device
Denotes Relocated Existing Device
Denotes End Of Line Resistor
Smoke Detector, as Provided By Mall's Fire Alarm Vendor
Mounting Box
Provided
4 inch square
4 inch square
Provided by others
Existing, N / A
N / A
N / A
N / A
3-0 Box, Provided
by others
the panel is not to exceed six feet (6') above the finished floor.
4) The SNAC is to have a smoke detector within five feet (5')-
finished floor to the bottom of the device or six inches (6")
wire. The wire is to be riser or plenum rated per NEC standards.
0
N.I.C.
Provided by mall's fire alarm
ELECTRICAL
ROOM
108
MEN' ELR
104
WOMEN'S
103
riQ
1orated {stir
0
'ORR.
102
�f�if•�i�)•lt
FIT
ROOM
107
Om int
one ,f�llatwilins. MY� 7111
I
L
Ex
Ex
I
SALES
L_ _— _I AREA
101
P
vendor
bell cit.. to . -Ie-r-e
<s>
Ex
1E3
J
N.I.C.
J
z
0
z
Ld
z
SECURITY
0
LTJ
J
J
ESV275BB
J
J
Contractors
0
0
V')
AARON BROTHERS FLOOR.PLAN
b
ACCEPTED
Z
0
w
th
Without comments
AsNoted In Red
0 PerTheAttached Letter
These plans have teen reviewed by 'r' Tukwila Fire
Prevan':ion Barcau 'or conformancc !:,urrent city
standards Acceptance is subject to 17c r+arc, and
omissions which do not authorize 4e violations of adopted
andards and c rdir+ances.'rh ': r, r:.p rlslbility for the
tiny of design rests ,"•c•, t no designer,
IA aide ions, delet ons or rev. s;;,;7• • ';ilesd drawings after
th•s vok9 8ccepsanc , and will require a
ftts!ofr,v,=scddrawings for subsequent approYat,
C� (' 'eiti iect lo field test and , ) ty
?r evention
Date:
Thla print is the property of ALLIED
SECURITY INC. It is confidential and is
.lent;only for reference in.epviesent
maitenatme -and installation.. or -In
dealing with ALLIEDSECURITY INC. It is
not to be copied or reproduced without
our expressed permission and is to be
returned upon.Cur-request.
c
0
U
u
0
L
LL_
a
0
Cl► BY:
James C. Myers, Jr.
.p .
..b..
0 .
.1I
Vit"
1)
iofi
CADD REF:
TUKWILA FIRE 'JD - Ali 1 'ALAI
Please call: 575-4407
and give this job
No. C]' --F /O
and exact address for shut•
down or restoration approval.
�Y 1 6 2002 fe0p,n
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4586 GPM
7/12/95
oc
GENERAL NOTES
4.3
1 DROPS ARE 1(7') ADN, U N O.
2 TYPICAL HANGER IS EYELET, LAG, ROD, 8c RING.
3 ELEVATION OF NEW PIPING IS 12'-4" A F.F.
4 MAXIMUM LENGTH OF UNSUPPORTED ARMOVER IS 12".
MAXIMUM DISTANCE FROM HANGER TO END
SPRINKLER ON BRANCHLINE IS' 12".
5 GROOVED COUPLINGS ARE RIDGID TYPE
a If
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PLAN
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/
ACCEPTED
10 99 1
4
f3As Noted In Red
Without Comments
0 Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
I Prevention Bureau for conformance with current city
J '.3tandards Acceptance is subject to errors and r,
, , ispissions which do not authorize violations of adopted
q standards and ordinances The responsibility for the
sdequacy of design rests totally with the designer
!.,Additions, deletions or revisions to these drawings after
I pits date will void this acceptance and will require a
Iresubmittal of revised drawings for subsequent approval
ilinal acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau
'Date
By
KEY PLAN
Air .144.444044.4-444- A
Please call: 575-4407
and give this job
No. qg,-.141c1
and exact address for shut-
down or restoration approval.
044
ICINITY MAP
094
.444
4 44s
1
0441 1
99 9
4 91
Air 1, 44 Irir,
914 9
•
491
44.411
4 i444
4
99 4
,
HANGER LEGEND ,if ,
El
COACH SCREW ROD ,
D
BM CLAMP W/ STRAP
K
SHORT CLIP
P
POWDER DRIVEN STUD ,'
R
EXPANSION BOLT
,
1
FITTING LEGEND ,
514 GROOVE S AM WPM,
1
1514 THREADED SHAPEO NIPPLE
+ ' 4 .... WAY ' EARTHQUAKi IIIIACE '
STRUCTURE TO CENTER 1
,
SPRINKLER LEGEND
'sista'n74YLL,
M
7
' '
1111 2
+
-1- irs +
STATE
TEMP RATING
1 t
g
14
:E.cReirTtincIeFte1:CATION
,...., hie. A,
0 165" ,
-0- 212° '
lir
a
,,,......._
Ap
'1'g
1.;
1
lt.
CITY OF TUKWILA ,
, SPRINKLER HEADS USED ,
SYM
mANUF
MODEL
4 TYFE
THREAD
SIZE
ORIFICE
SIZE
HEAD
FINISH
(SCUM
FINISH
TE hip
orry
91
QUALITY CONTROL BY DATE '
APPROVED FOR FABRICATION BY DATE ,
ir ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR rk4 APPROVED 9
2 ' PIPING MANSIONS ARE CENTER TO cram EXCEPT min *No oadmasiows , '
SHOWN THUSLY (1.46) WHICH ARE END TO END , 4
3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH '
NFPA PAMPHLET 140 1,3, APKICABLE EDITION 4
4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH w r
NFPA PAIAPHLET NO 13 APPLICABLE EDITION
5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAIAPHLET 140 , 13 APP' ot..,AoLE rotraom
6 JOINING OF PIPE AND FITTINGS, THREADED & WELDED SHALL BE IN ACCORDANCE :
7 OWNER 10 PROVIDE ADEQUATE HEAT IN AREAS PROTECTED 9II A WET PIPE SPRINKLER
SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING / a 1 r
8 ALL ViIRING or ELECTRICAL DEVICES (W REQUIRED) TO OE PROVIDED
9 PANTING OF PIPE A EQUIPMENT (IF REQUIRED) TO BE plOVIDED 4 r
BY OTHERS
,r
10 FURRING OF PIPE & EQUIPMENT (IF REOUIRED) TO BE PROVIDED
4
H'YDRAULIC DESIGN IS PER NFPA 13 FOR ,ir r, '
ORDINARY HAZARD pIpE SCHEDULE. ,' 4' , 11
9
NEW THREADED PIPING, IS AWED 71,.` NEW ' ' . 1 , ,
REVISIONS „
NO
DATE ,
BY
, DESCRIPTION 4
1
49
16715 NE 79th ST
, a 0
PROJECT NAME; r
PARKWAY SUPERCENTER „a , I)
,
A
,1 , 4 9 1 9 , 45
,
2707
70TH
AVENUE E 4,
4 TEL,
2553 926-42290 `
DESIGNER
MARK METZGER
SHEET
DATE 4
6/23/98
di
'1
I
r)
_,
OF
JOB NO
11-0775 '994
0
Io
44,91/ 4551
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