Plans FPS2013 00174
= 6 E T -T [ N SYSTEM N TE
1 n!s builcllIn !s pr0v�!aea' witrl a f�ef,,,v v^,yet pipe
a d C3 I
�D7 ��
-_=__ - -- — -------_ antifreeze fire protectiG!,,, system 3r
to be design led, to br �at.ed and nstai?ed r.
accordance with `�c p4 1 2Q Q) y
This c,ontracr Is begin fi o ri a ( 1-Fl ec+lar, to a �.�,..
/ } - �I i-
U �� -- C — --- _ n e�� G}. i r e i e �! ' _ a e� t�e J I_a'r w, C I i a S'
L
�? ° instal led by G thers.
v I ° ° ° a a — ( ( i�� rnatei'It:als, deVlCes and hanger lased Gil th,
m � a a � � � a a� � � � i _ ✓ � `11\,/1
�� r � a �a
° rolect shall e Uf_ misted ana 1, GI Ind app fired for r
Q ° � - o 5 y
as 7 Q a L I e t rf� � r C � U
a� a �s�. In , !re protection sy�t�1 II�. �- -�>
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_ — °
cn
g , attached EguiPrner�It Data Duhmi-tai tc, �l, -
i ------- ---- Cn
-
� ' dee
D CD) 00101=1 MEN11M 111=1111M BERM 11111m= MENIM! VNEIM OEM= MENIM W----------- --------- --- applicable materials acrd eaulprnent us�:d n this
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nJ 0
— V
_____-____--___ pro C c t. z
I ,
mm" MOM
r - ---- -------- -- _
---
I
)f Pip!ng with roil gr00`4`ed ends shah be allied r ' o o
I 130C12Dynaflow Gr equal v� !tb ICtile Ion gr I've fittings. � � ��� � I � i r groovedDO
C
O
21�
breaded piping to be A', ed Dyaritbrea Gr eal�aal and c�L
- - ---- ----- 7
J, ;( Q:
C c r e n ,
UhaI uQe �,�st or duci_IIc: i�r�r7 s l �,w�.,u (tiI I'g�.
all pie dimension shown be rc 1 level
i bili y
- - T- are cut dimensions, ' ll dimensions on 2nd c1na Sr a
Q�
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e s �n e,r c(,nt
i��Ve� a� e to L�,I Iler. L o
ii ; 7 7 ry j �7 r �. } r.i li
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0
�� l I 1 i ' I piping tc, be by tier
Pipe handers or7a sled) b, ac,in,� �o be Q ailc,� n
I _
' ' ; �
x � i I; ° Gccordance wliil iN r A+. anld per
I ;' ��
}
!IaKlers t(� b�' ! .c ailed I: I � o ,a,_ilI, -e !�v! �! I
(` r; r z
_—. D it r r Y C e �i r
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i i ,FPA 1 .- and Per the local ,a ,10 --a WIC i� �l
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Iconditions
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,I ( I eI�, cone i do � rV s , I i .� Ci I a l J � .a j
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shop uraw'ng instail`it, In any way, contact he ;� C-5
�� s
II 1 r 1 /er T / e
� prolec� el ,�Irc�r to � �,i ; ly k' �F�o�ed ,�hul ,g�,s are
-�
MM
L�—cIS3
_oMpl'an, r,,v't b E_ ;; ^a, I .5 reguirel-newts, -
1 "1 ) Trus buII'dirig a mixed .. se occuo , -, . �
i —� l
128
I L) This pr!nt Gr yCaUdiI `� std ; r� ;�J ,r l � � , �h ! ! I
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I' II r +erence t0 CGntn is ;>r propOsais GY i�,yai+ Fit e j
7 ! E
a-------f' I; -r7_4,- 127> 1'ratectior-) Inc. rills print Or d G'v^J'.nq S`1ai!
not hc'
I' I. 125 1261p w,� o r no bid �_�, o ij 'si e � � I
9 8\ a ,G Ied or, reproci '' �d t � �y ��i + GI ; � > I N �
I v
j art'es. This print or dnwir:g and any and all Copies
7 ; Pry! Gi e shcIl b tllrl1`l d J4l�il � F re i,Cf� 1_er ' I
Volume of Pre—Mixed --
I;, �I Inc, L pOn req, est. Nothing d's-lose d her el�� rol I i
I I
Antifreeze System is
ii 11 �;i 18.8{ Gallons \ J 11 I I I U 4it11t J�� ': - _1
l ; ( �� P Icly dual �- snag, ,a �e,� WI -Ill T +�
tt
° e rm i s ya f 2 z 6 1
— r fr� e r t� I o
JsG I rY C C Gr' c n n
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CITY OF TIGARD
I �
---
---- - ----- -
-- -- -
Approved
L-------------------------------- _=
I
i g RISER DQUIRVDRT LEGEND :
I' 1 ) 6" Supply Line, installed b art Others,
�t�� ° �w�� �����������
Pennit Num
2) 2 1/2" x1 1 R= edl`ac nS R Iange ddr
T
3) 2r/2, Grooved Butterfly Valve : Date:F R E R 0 E C T 0 N S � TE PLAN with Tamper Switch x rovf,,
.y a p�=
---------- - --- —
e0 1/��9 ® �9P 4) 2122 Waterflow Switch
t ✓
�— B ) 11/4" Model 1000 TestanDrain �
6) 300# Gauge AssernbfE COPY-
EL TEST SUMMARY SATE � � GENERAL NOTES 7) 21/2' Reduced Pressure Backflow
Static 110 IDS11 - 8) Air Gap
I �
Residual S1 1 ) This Tire Protection Site Plan is shown for Information only. all g antifreeze Drain Val���e
Aja 21 1 9m ��G outside underground piping to be by others.
I0) Antifreeze FillValve cri
Flaw y® T D 2) Fide protection contract to begin frorT a smooth, Bvei 6" outlet r Relief � ! -
1 1, /L relief Va �ve
provided inside the stairwell chase by others. w
3) The utility contractor is to ensure piping is flushed and free of _
debris before the fire sprinkler system riser is assembled. No interior - � I � � Fr—
is
� 07]",
� � 5—S
fire rotection i in will be connected until written verification is �� � � E C T R R <t
p p p g -- ----- -
received. 1 . 0 ) = -�
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AUTOMATING SKIWLER SYSTEM LAY040
s.= ~� „aA 004183
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PDP PERMIT ONLY � 1 of
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I — _6 7 i HYDRAULIC_ DESIGN NOTE c�
C 22 BOD E I �C/r -*22 80D
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i a cordar.ce with NFA 15 Figure
.... .. I. E I_ ;- E 1 11,2.',!,l select the design xve far ( ?
e
f - I E Ordinary Hazard, Group I occupancles.
- ---- Using a dem �d o 0 GpM�Sr over 1
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I � - --- _ �I I � ! I i the most remote 1:507 Sr reducethe
---- remote are size by `8U rur : ofjceilin�
response
of ri ers a when quick
---- �a esgorse spi nkle s are used Mi mum v)
0-7y2"
elrlote a ea is 930 SF Add 250 Gr IV 7 1
101=011 hose allowance. - -_--j
--
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HYDRAULIC SYSTEM _.
LOCATION -GROUND FLOOR - o
CALCULATION NO. 1 -
N0, OF SPRINKLERS 9 _ /� \ 1 R---- 0 % N D F L ( � \j C� GJ
BASIS OF DESIGN
� ��� r - — -- - — -- �-
DEN SI TY 0=1 _ c�M/� �� 2F,0 1/499 �9P
I`r}
AREA OF DISCHARGE j (102.0_ j <,:
INSIDE NOSE ALLOWANCE �'_ GPh
OUTSIDE HOSE AL..LOWANCE ( 25G' _ r.PM�
SYSTEM DEMAND r. ..
GPM DISCHARGE 1181.5 GPM
Arc k Walter, .SET .... 0, i'�icor
RESIDUAL PRESSURE AT X67,6 i PSI —
BASE OF RISER
T_
SYSTEM DEMAND AT STREET
GPM REQUIRED 431.85 GPM
PSI REQUIRED [80.56 - Ps!____JI FP-2.0
PSI AVAILABLE L10l542 PSIJ
SAFETY FACTOR [ 27.86 PSI (25.7 PERMIT
p tr i
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---- --- - -- - HYDRAULIC DESIGN-NOTE-1 I
2a8 > N _ j
�2 5'-11y2' \ i - In accordance with NFPA 13 caladate all j Z
---
I G �'_2 1 20 r 204 sprinklers within a compartment that
-_ - --- greatest the greatest demand for four W r I z
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sprinklers. Sprinklers to remote area are d v
1 PV 1 PV ' calculated at 228SF (22.8 GPM). �� z n Q a
0- - - Manufacturers r`!ow at 13'x18' is 17 -�
�r _ _
-- _ _ a 5/z 6 �/z c hdY1 t� z
a _._. ._„ �„ �.-� _ .- -��_.�._-.-.� �__� + GPM. Minimum distance between c>
I ( I r� 13'-
t II -2 (. \ .D\ d �j n rn
<ItCh 13 -2 � 1'-102 1� p LIJLlm �i� u
{ PV PV I \ ( e r nk ers s 8'. 100 GPM Hose Allow-once .� z w I
�IC�� t ItC��9 s added.
Pv v � wi � S
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15-2Uz7 2-10 5- > 6-91/2 0-10 4 2�'i0 4-10x21 o 4 m
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- - -- - --- --- - _ -__- __--- _- --- __ - --
I I
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HYDRAULICSYSTEM cJ41
LOCATION THIRD FLQO=
CALCULATION N0. �2 � � FLn (
�� �,
NO. OF SPRINKLERS
4 _--- _
SEC `�� ��� II \� P ,
BASIS OF DESIGN =-- --- -
DENSITY �0 ��� ���
AREA OF DISCHARGE 438.
INSIDE HOSE ALLOWANCE L0 GPM-]
OUTSIDE HOSE ALLOWANCE __-
GPM
SYSTEM DEMAND '
GPM DISCHARGE i 104.02 =M
RESIDUAL PRESSURE A ,
T 94,65 PSI -} . ., . SET C,I
BASE OF RISER - UA � ST LAY00
SYSTEM DEMAND AT STREET
GPM REQUIRED 204.02_ GPM-, �=
PSI REQUIRED L110-1_91D=--- s!_- FP- 2.2
PSI AVAILABLE 109.60 _PSI 1
SAFETY FACTOR 7.65 Psi (7.0 %
7 I I
T'
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( ! In LC)
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Std SSP w/401 Esc Std SSP w/Recessed Esc Residential SSP w/Recessed Esc Std Upright Sprinkler Std Horizontal Sidewall
-- ry Symboi(s) Used Syrrbol(s) Used Symbol(s) Used ! Symbol(s) Used D Symbols) Used
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0-6
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1
3 APWIC PRMKLER LEGEND
"Q NCS Scale E3eam— ' � L �
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Sprinklers and I
'� WEDGE ANCHOR T '-`--
piping are xposed /8xz,e�T 2
+ I &3 \ten WEDGE ANCHOR ! 9 gg
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In stair lower ( &3/0'x'BOLT
( 1 oP BEAM HANGER
r 1c. eso — -----— HANGER CODE j/ i r
///////////
SNIVEL S}YAY /�� \
BRACE PITTING c SIG 9901 %/%I ¢R`
SWIVEL SWAY
BRACE FiTTING�� 7p !i/ p�q
! 'BRACE PIPE ATR 1\ -- ----_—. 1 N,8
( -FIG. 1000 BRACE PIPE ( O SWIVEL RING 1 ! ////-/% C_ y� '
St a I r`E' SWAY BRACE ATTACHMENT I // / `§
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BEAM CLAMP03
1 /
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RETAINER STRAP 1 U It /i/'
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TOLco FIG. 41..
j V LATERAL EARTHQUAKE BRACE W@@
LONGITUDINAL EARTHQUAKE 6RAOE
�a @ NON-THREADED BRACE PIPE ItUlh@@ NON-THREADED BRACE PIPE
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+0'-11' SEISMIC BRACING LEGEND F�ANGE�s Q
--- -
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ID BRACE SIZE MATL FASTENER ATTACHMENT CLAMP PIPE SIZE TYPE ANGLE SPACING COMMENTS rl_
PIPE HANGERS SHALL 5E INSTALLED AS KEQUIKED 6Y NFPA FOK 5URPOKTING 5PKINKLEK P!PiNG.
J 7-
SBI i" SCH 40 3/8"x2" 980 7000 2" LAT 45 MIn 40' _ - '- -
--r- NO OTNEK PIPING AND/OK DEVICES AKE TO DE ATTACHED TO THE SPK!NKLEK PIPE HRNGEK >YSTEM � , 0�'' �'
SB2 i" SCH 40 3/8"x2" 980 4L 2" LONG 45' Min 80'
UNLESS THE HANGER HA5 BEEN 5PEC,IF ICALLY DESIGNED FOR THE ADDITIONAL LOADING. a
THiS CONTRACT DOES NOT INCLUDE ANY MATEKIAL OK DEV!C,E TO IMPKOVE THE 5TKUCTUKAL P F 1 1r,Coy
STKENGTH OF THE f5UILDING TO ENA5LE IT TO CAKRY THE LOAD OF THE FIKE PIROTECT!ON SYSTEM, C,t, c r
A , R Via , SET
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FOR PERMIT ONLY CD 5 of 5