Plans FPS2020-00)26,
O
VIC MECHANICAL-T OUTLET
STYLE 922 FIRELOCK
�_. . ....... . ® (ON EXISTING BRANCH LINE)
SUSP.A.T.CEILING7
i ��.
AT 10'-0' A.F.F.TYP. j INLET NIPPLE __ • ,
I. SUSP.A.T.CEILING (1"MPT) NU ��� v
�'AT 8-0"A.F.F.TYP. ISOLATION r
STAINLESS STEEL FLEXIBLE
O __® BRAIDED
AMETER)OSE(1"NOMINAL RING \ " _
•
o I, N W.
D [ ' New Sprinklers:fExisting Sprinkler:
(a f1J Minimum of 13psi @ Point of ESFR Min 35PSI
COLLAR connection.
-" _®�
NUT �`' MIN.RADIUS (See Calcs)
GYP.BD.CEILING AT CENTER BRACKET PER UL=2"
O� . •• ,9-0"A.F.F.TYP. ASSEMBLY
;;, END BRACKET ��•�
ASSEMBLY N4.
'''
f AT `° AB2 B c o
t• o^ e' c"
GYP. BD.CEILING e _
~ 9-0"A.F.F.TYP. GRID = W i ' ;D
K. d
m OO / tp
REDUCING
48"Vicflex
0 /!
OO CEILING TILE Max.3 Bends
OUTLET
'—'—. SPRINKLER HEAD PLATEG COVER
BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER DETAIL
— - _ _..- 0 FRICTION
2 NODE(DENT. FLOW IN PIPE EQUIV. PIPE PRESSURE NORMAL
Q.. PIPE SIZE LOSS NOTES
,,. i .
AND LOCATION GPM FITTINGS LENGTH SUMMARY PRESSURE LL
�� T (PSI/F7) rT
(i 1 OFFICE 196 19T 6 1"SCH.40 48"VFLEX L.9 Pt 12.25 Pt Pt=(19.6/5.02=12.25 psi
0 i PSI/FT=4.52Qss5/C'' d+'A SQFT Q d=1.049 F 20.5 0.125 Pe Pv es 87 '3
e ., y _ _ ;
_ (14'X14') 19.6 c=12o r 29.5 Pf 3.688 Pn 4.52x19.61.85/1201.851.049+87=.125 psi/Ft
"-••? '� I \ ` OFFICE 196 cf 22.35 1"SCH.40 48"VFLEX L 1 Pt 15.938 Pt Flow balanced with node 9 psi
x' I SUSP.A.T.CEILING ' 2 C SOFT pe Pv
\_ Q d=1.049 F 19.5 0.160 48"Vicflex AH2 3 bends=19.5 equivalent feet
° - // AT 10'-0"A.F.F.TYP.ale (14'X14') 22.E5 c=120 T 20s Pf 3.28 Pn
- 18'D"Elevation Change
e }-- --�2� Tee to q 1"SCH.40 1-1'tee L 18 Pt 19.218 Pt J
• O 3 13 Q d=1.049 F 5 0.512 Pe -7.794 Pv P
�.0 , Overhead
a
-� — 41.95 c5120 T 23 Pf 11.776 Pn
CO
r - -_- q - L Pt 23.262 23.262 psi required at point of connection to
.__ I - ,- --- B ..� U ^ D Q F Pe Pv overkead.
T Pf Po.
FIRE SPRINKLERS PLANS Scope of Work: LEGEND
1. Remove upright heads and install new pendent sprinkleeads TIGARD DISTRIBUTION CENTER
General Notes: g=EXISTING ESFR SPRINKLER
1. Field verify measurements prior to installation.
2. Work to conform with NFPA13 2013 and local jurisdiction. C)=RELIABLE FOR K5.6155°RA1414 FIRE SPRINKLERS MODIFICATIONS
3. Work limited to scope on drawing. •°
4. Piping over 2'to be supported. 8001 SW Hunziker Rd. -Tigard, OR 97223
5. Hard lids and drop ceilings to be protected via flexible piping. SIZE DATE DRAWN BY REV
6. Calculations not required per NFPA13 2013 23.4.4.5.4 FIE ONE FORE SY�H, INC
7. Existing piping and heads for reference only. PO BOX 734 $ 24Feb2020 N. BOCCHETTI A
8. No more than 2 heads off 1"outlet. OREGON CITY,OR 97045 SCALE 1/8 =1-0 1" " SHEET Of 1
CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved: [
OTC: [ ]
Permit#: FPS 2C.).0 -000 >4
Address: 00of SvJ j N 2 Z'Pc lit R
Suite #:
By: ).4
/k V Date: 3 -3 -l0
OFFICE COPY