05-4198 (RC) Piping PlansLINE PIPE —
200 DEGTIEE "S5P" HEAD
UNOBSTRUCTED CONS7RUCTION"
— ROOF DECK
— —BAR JOIST
NOTE; RISER NIPPLE
'SSP" OEFLECTOR DISTANCE
BELOW BOTTOM OF 1100F DECK, MAIN PkPE
WILL 13E *<12`
SECTION rP ROOF
(DIAL RAMATIC)
6AR JOIST
FIG, 51 T
BAR JOIST BEAM HANGER
FIG. 61T WTK THREADED HOLE
BAR .FOIST BEAM HANGER (THREADED)
FIG. 119
rENDER WASHER
FIG, 113
HEX NUT
FIG. 100 3/8'
ALL THREAD ROD
FIG. 2DO
ADJUSTABLE RING HANGER
f THROOGH 4" F1RF SPRINKLER PIPING
BAR JOIST BEAM HANGER
FMGER METHOD C TIDS FLOOR LEVEL
FOR ALL SPRINKLER BRANCH LINES
NOTE; USE "SAMM P' MFC. SIDEWINDER LAG SCREW
IN THE CENTER OF THE 2112" WOOD MAILER STRIP,
THAT 15 ON TOP OF TH€ VIJLCRAFT STEEL €AR JOIST
CONSTRUCTION, AT ROOF LEVEL. �
WOOD NAILER 1
SAh11MY MFG.
"SIDEWINDER" (SWG)
318" ALL TH0. ROD.
AV41
I TOP OOAp TIMFG.FIG.
00
?IPIE HANGER RING.
1
a
- SPKR. LINE PIPING
1
m mTm
FLEX GKOVE C041PL111R5
e GROCIVE 10 Ek1 O T.0-R.
ry FLEMAIC BELL T6 BE
AI1MLEAYI919M FLEXGROGWEG0UPURM
(ALL WRaING RY 4THpIS)- & GHQ;M90 ELL Q i-03'i•
fm GFI00A OVUM
j 3' V+Sr 0 D MRET
A' A5R
E ECFM F= sAr1Ui
o-aRo PREO-W MICE
WN lAr a +gar VALVE CAL4,lE 4L96E TTPE
I u181 DRAIN VALWE
0
I
I
o
aw_ rtaw
ptlavlDE CMAFANC$ AMU
FOER 0 co11e. MiJVG64
PER N.B.B.IL is ION SECT70N Wff
INTERFCC AUTOMATIC RISER ASSEMBLY
(NC SCALE)
GENERAL NOTES
1.) AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE
WITH N,F.P.A.#13, 1999 AND PER. THE REQUIREMENTS OF THE LOCAL AUTHORITY
HAVING JURISDICTION.
2,) AUTO, FIRE 5PKR. SYSTEM SHALL BE DESIGNED FOR ORDINARY HAZARD
OCCUPANCY, MAX. SPRINKLER SPACING 0 ROOF OR CEILING LEVEL, SHALL
BE 130 SQ. FT. PER. HEAD. SYSTEM SHALL BE HYDRAULICALLY CALCULATED
FOR .20 G,F.M, PER. SQ. FT. OVER THE MOST REMOTE 1500 SQ. FT, AREA,
(ABOVE OR BELOW FINESHED CEILING, BASED ON THE GREATEST DEMAND-)
3.) ALL HANGERS AND THEIR METHOD OF 1NSTALLATION, SHALL CONFORM WITH
N.F.P.A. #13. 1999 (SEE PLAN FOR SPECIFIC TYPE AND LOCATION CF HANGER)
4.) ALL SWAY BRACING AND PROTECTION OF PIPING, SHALL CONFORM WITH
N.F.P.A. #13, 1999
5.) ALL 1" TO 2- PIPE SHALL DE THREADADLE THINWALL (SCH. 30) U.L. LISTED
BLACK STEEL WITH THREADED ENDS AND USING 176# RATED CAST IRON
FITTINGS. ALL PIPING 21/2" AND LARGER SHALL BE THINWALL SCH.
PER. N.F.P.A. #13 1999 WITH ROLL GROOVED ENDS AND USING WELDED OUTLET
FITTINGS, ANY MAIN PIPING REQUIRING THREADS, SHALL BE SCH. 40,..
6.) ** CENTER OF TII..E LOCATION IS NOT IMPLIED BY THIS DRAWNG. SPRINKLER
HEADS TO BE LOCATED PER. COOL.,
� 1
Furnished
lop 41Ew
Shown with
r� 980
Sig, 82I
p
May pTvot in
any dir fl=
I I —Fig. 1000
I r/4. SDI- to
SIDEyl + BRACE P,PE
Opt!on 0 Woad
Nailer Shown
Fig. 82� Shown 9pA itn
- 1 1/4- SCH. 40
aRKE PNPE
100D
SYSTEM DESIGN DATA
Dof folst shown attached
to vuNous r0af materials
5fiam Ot11
$19
May prvot in
my dlrscom
NOTE: INSTALLATION OF THE TOLCO FIG. 975, MAST BE LIMITED TO THE
OUTER TH I RD SECTIONS OF THE ,JOIST~ SPAN,
FOR 114 STALLATI ON 5 WITHIN THE CENTER TH[RD SECTION OF THE JOIST
SRAM, USE UL LISTED TOLCO FIG,, 823 A.
STEEL. ,JOIST MANUFACTURERS REQUIRE THAT ALL EARTHQUAKE BRiACING
CONNECTIONS DE WITHIN 6 INCHES OF THE CORD PANEL P01;NT.
S'YStENI I CALCULATED 0 PIPE SCHEDULE ❑ PRE -ACTION 0
TYPE
I WIT ■ DRY ❑
DELUGE ❑
HAZARD
RETAIL
CLASSIFICATION
HYD. DESIGN
&P.M. f
S4. IR.1
DATA 20
SQ. FT.
1 IfI:Ab
AREA OF
HOSE
APPLICATION . 1500
SO. FT.
ALLOWAAC11 250
TOTAL SYSTEM
P.S.I. a
REQUIREMENT 549
C.P.M. @
51.E BASt OF RISER
WATER STATIC
RI=SIOULE
G.P.M.
SUPPLY P.S.I. 84
P.S.I.
77 FLOYIITFIO 1250
SOURCE C.V- .I7.
GATE TIME
HANGER LEGEND
1 U - HOOK
2 C CLAMP, ROD, & RING
3 - POWDER STUD, ROD, & RING
4 - ANGLE CLIP, ROD, & RING
S - EYE ROD, & RING
6 - COACH SCREW, ROD, & RING
7 CONC. SHELL, ROD, & RING
STANDARD SYMBOLS;'
STANDARD SYMBOLS
- POST INDICATOR VALE
- RISER WITH FLOW SWITCH
_
KEY VALVE
- RISER WITH ALARM VALVE
- FIRE HYDRANT 1
z:L
WATER MOTOR GONG
- FINE DEPT. CONHICTIN
A
- ELECTRIC BELL
- O. S. & Y. HALVE
PIPE HANGER LOCATION
- CHECK VALVE
- FOUR WAY SWAY BRACE
T�
- UHDG" BY SHASTA FIRE
TWO WAY SWAY BRACE
. UNDG. BY OTHERS !
- HYDRAULIC MODE POINT
NOZZLE
MFG. DEGREE
ESCUTCHEON
FINISH
OUANITY
CONTRACT WITH
URBANWORKS
(760) 272-7308
00 -MODEL F1FR 14" 5SP K-5.6
REUA13LE
2DO
H.A.
PL4114
235
ARCHITECT
THORP f ASSOCIATES
(970) SM9628
= MODEL FiFR 1)2" SSP K=5.6
RELIABLE
155
SEMI�AECESSED
CHROME
110
WATER COMPANY
C.V.1N.a.
1-800 262-2651
FIELD INSPECTION
RIV. CO. FIRE DEPT.
863-8886
[j
NO.
DATE;
REVISIONS
MODEL ELO SW-20 IC=11.2
TYCO
155
SEMI -RECESSED
CHROME
4
349
s
SCALE: 1 /40=1'-0"
11"L1-11 K bfte►-wlJl.�, 1325
THE FlkV Dv11" Ai"t'Ri)NAI.I=(M I5
COMI'LIANCE 11'1'1 I I APPLICABLE CODES
UPPER LEVEL PIPING PLAN
1I1 La Duirkla Center
La Quintal California
1
CL
i
OT
CD
STAY LIC. NO. iCA61 47 33 {AZ,) 101319 1 LICENSE CLASS C-16 DRAWN BYI KEVIN miNN DATE; 11-2 -05
i � Q [ �G 4[ �D C ] 0 o PHONE: 1760) 323.5993 JOB NO.
35134 La Campana Way FAX: 1760) 323.8895
Palm Springs, California 922Dft�NG. H0.
2 E - MAIL = SHASTAPSP a AOL.COM 1 OF 2
"UNOBSTRUCTED CONSTRUCTION"
ROOF DECK
LINE PIPE — v —8AR JOIST
240 DEGREE'SSP" HEAD - -
NOTE: I RISER NIPPLE
"SSP" DEFLECTOR DISTANCE -
BELOW 80TTOM OF ROOF DECK, MAIN PIPE WILL BE < 12' SECTION 9 ROOF
(D IAGRAM ATI CI
aim
zi
no. BIT
BAR JOIST BEAM HANGrR
FIG. 51T NTH THREADED HOLE
BAIL ,IOIST BEAN HANIER'THREAlEID,
FIG, 119
FENDER WASHER
FIG, 113
HEX NUT
FIG. 100 3/8-
ALL THREAD ROD
FIG. 200
Ai3,JLISfiABLE F21t+IG HANGER
1' THRaUGH 4" FIRE SPRINKLER PIPING
BAIL J015T BEAM HANGER
HANGER 11'IETHOD Ala THIS FLOE]R LIEVIEL
FOR ALL SPRINKLER BRANCH LINES
NOTE: USE "SAMMY' MFG. SIDEWINDER LAC SCREW I
IN THE CENTER OF THE 2 1r2' WOOD NAILER STRIP,
THAT IS ON TOP OF TH E VULC RAFT STEEL BAR JOIST
CONSTRUCTION, AT ROOF LEVEL.
— Wa01) NAILER
SAMhhY MFG. '
"SIDEWINDER' (SWIG)
< 3,1' ALL THD. ROO.
t TOLCO MFG. FIG.200
I TOP CORD PIPE HANGER RUNG.
SPKR. LINE PLPING
m susral
I
rzE7[ �R�4VE CQuPLR�ts9
10Rd4VE9oELLLDT,d,1i.
1 Q' ELEGTRI0 Bp,L T4 6E '
AUDIBLE S VISIOLE. FLU'514MVE CDOPLING6
TALL WIRIN9 BY OTHERS}. 6 GKH) E IN 1:14(PT,OR
F>FJ[ GRQQVU WVPI,IN6
_ A &' WELDED ❑L N--7
Li8 ASR i
ns.c wle FLOW SWR30
vm 1ff' ! wj-r V.LW i&IAXE GLOM TAPE)
NAIK 9RM VALVE
o '
LO
T Ho
I -
I
0
2RDYME CLEARANIM 6RQUIFb
RMER • CONrl PZ R
FSii KKR& is 19DB
INTERIOR AUTOMATIC RISER ASSEMBLY
(NO SCALE)
GENERAL NOTES
1.) AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE
WITH N.F.P.A.#13, 1999 AND PER. THE REQUIREMENTS OF THE LOCAL AUTHORITY
HAVING JURISDICTION.
2.) AUTO. FIFE SPKR, SYSTEM SHALL BE DESIGNED FOR ORDINARY HAZARD
OCCUPANCY. MAX. SPRINKLER SPACING 0 ROOF OR CEILING LEVEL, SHALL
BE 130 SQ. FT. PER, HEAD. SYSTEM SHALL BE HYDRAULICALLY CALCULATED
FOR .20 G,P,M, PER. SO. FT, OVER THE MOST REMOTE 1500 SO. FT. AREA,
(ABOVE OR BELOW FINISHED CEILING, BASED ON THE GREATEST DEMAND.)
3.) ALL HANGERS AND THEIR METHOD OF INSTALLATION, SHALL CONFORM WITH
NY.P,A. #13. 1999 (SEE PLAN FOR SPECIFIC TYPE AND LOCATION OF HANGER)
4.) ALL SWAY BRACINO AND PROTECTION OF PIPING, SHALL CONFORM WITH
N.F.P.A. #13. 1999
5.) ALL 1" TO 2" PIPE SHALL BE THREADABLE THINWALL (RCH. 30) U.L. LISTED
BLACK STEEL WITH THREADED ENDS AND USING 175# RATED CAST IRON
FITTINGS. ALL PIPING 21 f2- AND LARGER SHALL BE THINWALL SCH.
PER. N.F.P.A. ;13 1999 WITH ROLL GROOVED ENDS ANO USING WELDED OUTLET
FITTINGS. ANY CHAIN PIPING REQUIRING THREADS, SHALL BE SCH. 40...
6,) •* CENTER OF TILE LOCATION IS NOT IMPLIED BY THIS DRAWING, SPRINKLER
HEADS TO BE LOCATED PER. CODE..
SYSTEM DESIGN DATA
F'9•
Fig. 8
. , 318-
11
1f2-
Y.9P VIEW
Shown with
jf=ia. 9$0
muy pivot in
ony dlrectim
ig. TON
1 1/4` SCH- iq
�QE
1 9?2ACE PIPE
Bar joist shown attachad
'to various roof moteriols
Optional W❑od
Nailer Shown
wb
9 `
- 1 if#` SCH- 44 5wn w
� 910 �
BRAGr PIPS 61ay p,�i
ony diecilon
1000
�,OHT VIEW
MOTE: INSTALLATION OF THE TOLCO FIG. 825, MUST BE LIMITED TO THE
OUTER THIRD SECTIONS OF THE JOIST SPAN.
FOR INSTALLATIONS WITHIN THE CENTER THIRD SECTION OP THE JOIST
SPAN, USE UL LISTED TOLCO FIG. B25 A.
STEEL JOIST MANUFACTURERS REQUIRE THAT ALL EARTHOUAKE BRACING.
CONNECTIONS BE WITHIN B INCh1ES OF THE CORD PANEL POINT,
SYSTEM I CALCULATED ■ PIPE SCH EOULE 4_ PRE•AGTION L]
TYPE
I WET ■ DRY ❑
DELUGE ❑
HAZARD
_R
CLASSIFICATION
tETAIL
14YD. DESIGN
G.F.M. ;
SQ. FT.I
DATA .20
go. FT.
130 HEAD
AREA GF
HOSE
APPLICATION 15
SQ. PT.
ALLOWANCE ivSD
TOT" SYSTEM
P.S.I. �
REQUIRENEWr 50
G.P.M.
51.6 SASE OF RISER:
MATTER STATIC
REStDIJL.E
G.P.M.
SUPPLY P.5.1. 94
P,S.1.
77 FLOWING 1254
SOURCE C.V.W.D.
DATE TIME
HANGER LEGEND
1 - U-HOOK
2 - C CLAMP, ROD, & RING
3 • POWDER STUD, ROD, & RING
4 - ANGLE CLIP, ROD, & RING
5 - EYE ROD, & TANG
a - COACH SCREW, ROD, & RING
7 - CONC. SHELL, ROD, & RING
STANDARD SYMBOLS
POST INDICATOR VALUE
• KEY VALVE
I ) E
J
- FIRE HYDRANT 1
- FIRE DEPT. CONNECTION
l
- O. S. & Y. VALVE
Imo]
= CHECK VALVE
- UNDO, BY SHASTA FIRE
T,r
- UNDO. BY OTHERS
nnan
STANDARD SYMBOLS
1
- RISER WITH FLOW SWITCH
Q!)
RISER WITH ALARM VALVE
n
- WINTER MOTOR GONG
X
- ELECTRIC BELL
PIPE HANGER LOCATION
- FOUR WAY SWAY BRACE
- TWO WAY SWAY BRACE
- HYDRAULIC NODE POINT
NOZZLE
MODEL "FI FR" 1?2" ORFICE "SSP"
MODEL " F 1 FR" 1 r2" CRFIICE "SSP'
0
= MODEL IELO SW-20 K=71.2
MFG.
DEGREE
ESCUTCHEON
FINISH
QUANITY
RELIABLE
2QO
N.A.
KMN
235
RELIABLE
155
SEMI -RECESSES}
CHROME
110
'I yclo 1 155 1 SEMI -RECESSED 1 MROME
4
349
CONTRACT WITH
ARCHITECT
WATER COMPANY
FIELD INSPECTION
11`10. DATE:
URBANINDRKS
THORP / ASSOCIATES
C.V.W.D.
RIV. CO. FIRE DEPT,
- REVISIONS
(760) 272-7308
(970) 586-OSM
1-800 262-2651
863-8886
N
W E
S
SCALE: 1 /4a=1'-G°
+uIr
4 4 ,ir
LO
1
0.
i
CD
1
r.
1�
LOWER LEVEL PIPING PLAN
PROJECT., RASMUSSEN REMODEL
111 La Q Uinta Center
I
La Quin#a, California
I
STATE LIC. NO, JCL) 476633 (AL) 101519 1 LICENSE CLASS C-16 DRAWN BY. KEVIN CUINN DATE. 11-29-05
3584 LB Campana Way FAX: (760) 323-J8895 05-048
DRING. NO.
Palm Springs, California 92292 E - MAIL = SHASTAPSP AOL.COM I 2 OF 2