HomeMy WebLinkAboutBLD2015-00058 - PLANSI I � I � I/ \_1 - _/ - I", I I I \, _11 \,. _,/ I -,/ \,_ _/ \__ -,-' \"-i-.,/ \,.- -.,,' I \" ___/ \__ �1_ _/ I.DESIGN, PROVIDEAND INSTALL ONE NEW'�,,ET SYSTEMYOPROTECT THE ENTIRE STRUCTURE PLANI'PAN13,26"
. 1 2. COLUMUIA FIRE POINT OF CONNECTION IS AT 4" FLANGE FOR SUPPLY DOWNSTREAM OF THE TEE PROVIC'
"r - DOMESTIC CONNECTION. BOTH LOCATED IN THE SPRINKLER ROOM.
. OIL BM i-O 3. PLAN SUBMITTAL TO AND APPROVAL BY OWNER AND JEFFERSON COUNTY.
W.- -.0 � 4. MATERIALS PER NFPA #13,2010 STANDARDS AS SELECTED BY COLUMBIA FIRE,
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1, T�,�. �1111 i 5. INSTALLATION AND TESTING PER NFPA #13,2010 AND JEFFERSON COUNTY
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� . 11 � nvA i CHN Cm i I ; COOLER """ ; - LEC ROOMS, JAN. ROOMS, KITCHEN: ORDINARY HAZARD GRP 1 .15 GPM PER SO FT OVER THE MOST REMOTE 1,5L
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:;_ _ __ I . .� 11 130D 1 :,- - 57 -M ,. I ,,, 1 1-2* , �, . =::__.=....1 :: =_-,_-_ 1 2. STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING, PENETRATION% HANGERS AND BRACING.
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I t8l; -- F--- I 8 ,.-,--,.-. .111, '01 g4j 11 C-1 ��-,-,-.-.,=_-. 0� __ r 11 - 3. PREP, PAINTING AND LABELING OF THE SPRINKLER PIPE.
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I I i � .1 I - I I,--- '__'_ 1,11 I - - -,'---- 8-7W- " --- 5-6% -'N- � - I - - -5 -- 4-5'/2 - %4-7 " 4W - - 74 - ;x --, t�jWK�It�,, 4. UNDERGROUND SUPPLY INTO BUILDING AND DOMESTIC CONNECTION.
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. ��!!�_ I I - .,+ -9 _,_�.�,; GENERAL NOTES
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op. ,� -_ -_ M . , 11 1, ._t . ".. 't� �e 1_1 95(4 N+ 'r ,= 4 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA
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ul _", ' t.; - " T '7 _.__iK,!?!___ , _,.,__. _71 "�'��' �' =1 PAMPHLET #1 3. 20110.
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. . � � 11 - , -11i_;!, g H , \ % � q? ; -,, - � %-" 11 1 r- ..... � � ..... - , ,0'--I� Q I 'A! � 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET 11113,2D10.
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1" BALL VA & PLUG �'�� , - In! i ','I - �AIN I U, j
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. t�-i- 2, , T?L�L J .$! ;� 11 I ------ 1_1 111.1, �. 0. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS
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I "��_ . I A - 2% REMOTE AREA #3 - NORTH WING ATTIC
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I 1 #4 - KITCHEN I . I . � I wil-Vit - 2 ) " ., 3 �. 7. " I I I i . IT -v/. IQ �_,�W�-G�Z-Rl) I 7. ALL FIRE ALARM$, WIFUNG AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS.
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DESIGN BASIS , j : � - ` ..' �Ii�;" I , 4 \�:y CCUPANCY: LIGHT HAZARD
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OCCUPANCY: ORD HAZARD GRP I ; I '. � i , ,, � 1,4 SL PE __ 4 -_ __.�, , .'a\ I �,, ,,�'Ikpl - . -�e -.�: in - E�� ,
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NUMBER OF SPRINKLER$ FLOWING: IISSP -- - .*.;,,- ,[ , 8 RE 0. 4 F 'A ��__, -, � - .4 ACTOR:
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. � K-FACTOR: 5.6 = A ____ - .. .3 1 . - _..,._. _ J� -j �_4 1 1 -j 111'" ; I .1 � - .j 11 I 1 jj ��,` ,-.,��-. � I I
" 111 I— = - __ I - ___` ,= / 1. RIFICE SIZE: 112'
I 1 ORIFICE SIZE: 112' � _. 'Ip %, I . ,, , , " ,--I " 1. � ESIGN DENSITY: .10 GPIA PER 80 FT I
I i. , I I__ - 16 � I � 'I A CONSTRUCTION NOTES
I DESIGN DENSITY: .15 GPM PER 60 FT la , " 11 I . . 11�11 .,.-.. - � 11 - r - .... , -'�.11_11.111-11_. _k, I., - . , , *_ 4. ,_._ , ,% .. I 84 x 1 V-9
... 11.1 ,/ � �, I -.11 _1_11-111 . .................. ... . I .,ii __-.1 ... v rA - , _t I SPACING:
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MAX. SPACING: r-o x it-$ ,.I . 117 \ �p 11 %` � � N I I .� .�� .—"' I 11. ALL WET SYSTEM PIPE 2%" AND LARGER TO BE IMPORT SCHED-10 BLACK STEEL WITH WELDED AND GROOVED
I . , .�_, 1 41 / Ln 4 11� -2- ,--- lz_ I _1_.______ A,�,� 4 I —, I Ei OF APPLICATION: 1,950 P-0 FT (ACTUAL i,970)
AREA OF APPLICATION: 1,1 93 SO FT (ACTUAL V03) � 'I" I Ist � r? �%. 11 r-, — , --- in - -I _____1 184 - ___1 - _1 rp"IR 4 :-__._,_ _ " _�,Z. � ���, MAND @ CITY CONNECTION: 493.55 GPM @ 44.50 PSI FITTINGS. UNLESS NOTED OTHERWISE.
. . - �; N 1 - i �o �p 7 �"Jlbl j , ;P t 1 2. ALL WET SYSTEM PIPE 2" AND SMALLER" TO BE IMPORT $CHED-40 BLACK STEEL WITH BLACK DUCTILE IRON
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DEMAND @ CI IY CONNECTION: 493.49 GPM @ 25.1 0 PSI Q tl 1 of . 41 i \ P-. !� __7 1 CLUDING HOSE ALLOWANCE: 100.0 GPM
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INCLUDING HOSE ALLOWANCE: 250.0 GPM ".0 i ut :; F I S f'-- ,� ....... - k 4". ' '_ 11-11111.1 ...... 11.11 . . .1.1.11-11 _t E_". - ' 111111.. � � ........ L ........ N ; � — �-_ _�
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7=1", I- � I i _ 1, , "I __ ........... __ !'-- �_F.47�','�, " t , , 11 I CLUDING DOMESIC ALLOWANCE: 40.0 CPM
,_1 ...-. .._:�, � i "' �, - a CH=S'-2 I 3. TYPICAL HANGERS FOR MAINS TO BE SIDE BEAM BRACKET ATTACHED TO THE SIDE OF BEAMS OR JOISTS WITH
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I INCLUDING DOMIESTIC ALLOWANCE: 40.0 GPM . I , , IL I I � '_;"�� I , , , _.1 , CA61P STORAGE _". I ,,- -,=�____1 .
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1 104 FF .., � 170 , % nz�z ��iV, ="�� ,- ��A=_Izll� .4�1 I - ,1111 ATR, RING. AND NUT & WASHER OR SAMMY SUPER SCREWS WITH ATIR & RING, UNLESS OTHERWISE NOTED.
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e 11;: , I _____,Ai68 501 I III i jL=94 N,O,I,P 4. ALL AREAS PROTECTED NTH A WET SYSTEM ARE TO BE HEATED AT ALL TIMES TO MINIMUM 40 ORDER TO
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DESIGN BASIS WET SYSTEM I 11 ) I � 4 I . I - . . — - - — -- _ - — I -1 W T 'R-1
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NUMBER OF SPRINKLER$ FLOWING: 24SSU ... .�= �_ 11 �, --- 1%n_ � �*� _�,__., -,j;i �f�� I
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ORIFICE SIZE, 112" -, I � N11 �] " , _%,� (0, A . ':, , _. L .......... . ...... 4 , 4 __ ;: - -- --
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L - .11 ,7 1 ... I I � I OF EACH TRAPPED TAIL PIECE I SHEET FP2 OF 3: PIPING PLAN
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....
....
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I L OF EACH TRAPPED TAIL PIECE . I I 11 TYP., UNO
. I I I I, t I L L SHEET FP3 OF 3: HANGER AND BRACING DETAILS
I
I
I . I TYP., UNO I . I L L .
1.
I I L : L11jT_ '" , , STORAGE Poi .... � 41, REMOTE AREA #1 - DINING I I I I
I ___ .. . ..... . ..... ___�....,.j1. ... .14 ...... 1. I .... .... I
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L . I I [ 11 ........ � .. . .... � .... r . � , IT IT I "" I ...... I I I I "' '_ DESIGN BASIS . WET SYSTEM I L
FITTER NOTES: ,L- _____ ... I-.--- � OCCUPANCY: LIGHT HAZARD I I
I L I I NUMBER OF SPRINKLER$ FLOWING: 21 SSU
L
I
I I I L V/ 1. ALL DROPPED CEILING HEIGHTS ARE r-2*. U,N.O. � I L I K-FACTOR: 5.6 L I I .
I
L I I 1 2. ALL DORMER ATTIC VOIDS TO BE FILLED L..,� L L I I I I ORIFICE SIZE: 1 112" 1 1
L � WITH NON-COMBUSTIBLE INSULATION. (4 v- . I I L DESIGN DENSITY: .10 GPM PER SO FT I I I I L
I I I MAX. SPACING: W-8 x ic-0 REVISIONS
I I AREA OF APPLICATION: 11,950 SO FT (ACTUAL 1,952 PEAK)) I ' _ _______.________.____L -..----.--,
�
L I
I
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I
I I I .- I DEMAND @ CITY CONNECTION: 544,05 GPM @ 39.31 PSI REV DATE BY DESCRIPTION
I I I I . . - - I
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I I L I INCLUDING HOSE ALLOWANCE: 1001 GPM L
.
I
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I . I I L I . ROOF PIPING PLAN gs I INCLUDING DOMESTIC ALLOWANCE: 40 1 .0 GPM I "\ 1-17-15 KJB I REVISED PER FIELD CHECK AND ARCH CHANGES FOR FAB & FOREMAN'$ PRINTS
L I Lz. /I I
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I . I I I I SCALE: 1118" = 1*-O" A o L I . "
I I
- .1
I I �1 I `_ I I I +� L /2\� 2-16-15 L REVISED PER ARCHITECTURAL CHANGES FOR FAB & FOREMAN'S PRINTS
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I I I . I I I I DRYPENDENTON45' A= F.O. (LOADING DOCK) GLOBE GL5649 4 1/2* BR OCIUSTOM 155* 6.6 7 1 1 w
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I I I I a-
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.
HYDRAULIC DESIGN INFO.
__
I HANGER
LEGEND
I I I
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HEADLEGEND
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PROJECT' I
THE DINING HALL a
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970 BEE MILL ROAD � I
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BRINNON, WA
DESIGNER: KJB
I I
THIS SYSTEM IS THIS SYSTEM IS NOT
IYI HYDRAULICALLY DESIGNED 11 HYDRAULICALL YDESIGNEO
A
�
U-HOOK I
L
,
1- ROD
SPRINKLER TYPE
MFG
SIN
SYMBOL
ORIFICE
FINISH I
CANOPY
TEMP
K-FAC
QTY
.
DATE: JANUARY 9, 2015
—
A -ALARM VALVE RISER
I
�� - FLOW SWTICH RISER �
�
I
<�>DRY PIPE RISER I
- �
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eV" - FIRE DEPARTMENT CONNECTIO � N
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1
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. � I
—
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--a - FLEXIBLE GROOVED COUPLING
. �
- 0 - RIGID GROOVED COUPLING
.
---E3-- - THREADED PIPE COUPLING
I I I
__4_ - CONTROL VALVE I
l)— - CHECK VALVE
1
It.
—I/-- - PIPE HANGER (SEE CHART)
I
PIPE HANGER (SEE CHART)
� + -
—
Q� - WELDED PIPE TAG
-
(9) - BRANCHLINE NUMBER
-
I
9-0 - PIPE SIZE & LENGTH
I — - PIPE SIZE & LENGTH(CUT)
(8-10)
HYDRAULIC NODE
8 -
1�ik._1014Y AFF_ _ ELEVATION DATUM
'q��' 0�10'EIOD
—0 - CENTERL114E OF PIPE TO DECK[
I
FLOW TEST - HYD 0 834
8
COACH SCREW ROD
N
I
TOGGLE NUT
CONCEALED PENDENT ,
GLOBE
GL6606
0
1/2 -
BR
WHT
155*
6,6
-
4a �
STATIC
I
74.0 PSI
0
*C;'CLAMP � �
I
p
HDI-P I
CONCEALED PENDENT
GLOBE
GL6606
J&
It2-
BR
—
WHT
200*
15.6
3
SCALE: AS NOTED
14�,
_
RESIDUAL
38.0 PSI
- I
D
TOP BEAM CLAMP W/ STRAP
R
I
WEDGEANCHOR
I
UPRIGHT
GLOBE
I
GL661 6
00
112"
BR
.
1
I I 65*
6.6
92
GPM FLOWING
640.0 GPM
o"
HAZARD:
AS NOTED U
?�"
I
E
EYEROD I
8
SAMMY SIDEWINDER (SW620) I
- , I
UPRIGHT
GLOBE
GL561 5
& a
1 f2'
BR
-
200*
5.6
109
__
DATE & TIME
I 4129/2014 2:00 PM
1 1
CONTRACT WITH:
E�EL PACIFIC GEN. CONTR.
I I
4220AURORAAVE. NORTH I
SEATTLE, WA 98103
�
Phone: (206) 453-1005
SYSTEM DESIGN
F
I
FLUSH SHELL
S20
SAMMY SUPER SCREW (GST20 & GST30)
DRY PENDENT A= r.o.
TYCO I
TV
*
1/2-
CHR
CHR
1I 56,
6.6
3
AHJ: I %.
JEFFERSON COUNTY"�'
REMOTEAREA
1,950 SO FT
-
G
CEILING FLANGE
SX
SAMMY X-PRESS .
DRY PENDENT A= RO.
TYCO
.
TY
W
1/2-
CHR
CHR
286-
5.6
1 2
SIPRRHELISIQ SVSYEM SIERV9CM It DR�[PAOUR
WA CL# COLUNW1952MG
1534 Ist Ave Sotilli
Seattle, WA 98134
I (206) 232-8569
JOB# � 101
DENSITY
.10 GPM
—
H
I I
SIDE BEAK] BRACKET
T
TRAPEZE
DRY HORIZONTAL SIDEVVALL A-F.O.
TYCO DS- I
TY3335
---<
1/2*
CHR
CHR
i 55*
5.6
6
MAX. AREAMEAD
140 SO FT
J
—
1,11 BOLT I
U
I
UNISTRUT POST
CONCEALED DRY HORIZ SW A= F.O. (SOUTH MAIN ENTRY)
RELIABLE
DH56 CONC
---.4
1/2*
BR
CUSTOM
165'
5.6
4
- -
SHEET # ,"`��
,J
FP2 OF 3 .
11
I
I K-FACTOR 5.6 1
- t_______L__1�____
.
—
[ K
-
SHORT CLIP
—
W
TOTAL
THIS SHEET
216
I __
I
.-
I
. �
SCOPE OF WORK
1, DESIGN, PROVIDE AND INSTALL ONE NEW WET SYSTEM TO PROTECT THE ENTIRE STRUCTURE PER NFPA #1;
2. COLUMBIA FIRE POINT OF CONNECTION IS AT 4" FLANGE FOR SUPPLY DOWNSTREAM OF THE TEE PROVIDED
DOMESTIC CONNECTION. BOTH LOCATED IN THE SPRINKLER ROOM.
S, PLAN SUBMITTAL TO AND APPROVAL BY OWNER AND JEFFERSON COUNTY.
4. MATERIALS PER NFPA #13, 2010 STANDARDS AS SELECTED BY COLUMBIA FIRE.
*ATTACH TO SIDE OF WOOD TRUSS
5. INSTALLATION AND TESTING PER NFPA #13,200 AND JEFFERSON COUNTY
GLU -LAM OR BEAM WOOD BEAM w/ 3/8" x 3" HEX LAGS
G LU -LAM OR
BEAM DESIGN CRITERIA
- � 1' -10"
LAG SCREW 3/8 "X214" LEC ROOMS, JAN. ROOMS, KITCHEN: ORDINARY HAZARD GRP 1 • .15 GPM PER SQ FT OVER THE MOST REMOTE 1,500
FOR 2" & SMALLER PIPE Q. FT. AS MODIFIED BY NFPA #13, 2010, PARA, 11.2.3.2.3,1.
MODEL #SWG 20 1/2 "X3" FOR 2'h" &
LARGER PIPE x L OTHER AREAS: LIGHT HAZARD • -10 GPM PER SQ FT OVER THE MOST REMOTE 1,5W S FT. AS MODIFIED
M w 4 IFIED BY NFPA
2 X2 XYi
13, 2010, PARA i /.2.3.2.3.1.
SIDE BM BRACKET =
ANGLE IRON
MODEL #CST 20
V FLAT BAR
� b
NUT AND EXCLUSIONS
WASHER
ALL THREAD ROD ALL THREAD ROD , ALARM WIRING OR MONITORING SYSTEMS,
(FIELD DRILL
� 7116'" HOLE) . STRUCTURAL VERIFICATION FOR SPRINKLER SYSTEM PIPING, PENETRATIONS, HANGERS AND BRACING.
3. PREP, PAINTING AND LABELING OF THE SPRINKLER PIPE.
-3/8" A.T.R.
. UNDERGROUND SUPPLY INTO BUILDING AND DOMESTIC CONNECTION.
7/16" PRE. DRILLED
(
.NP 2x)
,r- HANGER RING HOLE r
HANGER RING HANGER RING R— HANIGER GENERAL NOTES
RING; 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPE CUTTING LENGTH'S ARE END TO END, UNLESS NOTED OTHERWISE
3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA
SAMMY SUPERSCREW SAMMY SIDEWINDER SIDE BEAM BRACKET WALL BRACKET PAMPHLET #13, 2010.
4. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13,201D.
5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE
HANGER TYPE S20 HANGER TYPES HANGER TYPE H HANGER TYPE WO NTH NFPA PAMPHLET #13,2010.
6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS
fiHE RESPONSIBILITY OF THE OWNER AND /OR HIS STRUCTURAL REPRESENTATIVE.
NTS NTS NTS NTS. 1. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE PROVIDED AND INSTALLED BY OTHERS.
- (
CONSTRUCTION
NOTES.
1. ALL WET SYSTEM PIPE 2 %" AND LARGER TO BE IMPORT SCHED•10 BLACK STEEL WITH WELDED AND GROOVED
FITTINGS. UNLESS NOTED OTHERWISE.
2. ALL WET SYSTEM PIPE 2" AND SMALLER" TO BE IMPORT SCHED40 BLACK STEEL WITH BLACK DUCTILE IRON
THREADED FITTINGS.
3. TYPICAL HANGERS FOR MAINS TO BE SIDE BEAM BRACKET ATTACHED i0 THE SIDE OF BEAMS OR JOISTS WITH
APPROVED ELASTOMER IC FLOOR ADHESIVE GLUE TOP AND ENDS BLOCK WITH AIR, RING, AND NUT & WASHER OR SAMMY SUPER SCREWS WITH AIR & RING UNLESS OTHERWISE NOTED.
2 x 4 OR ASTM D 3498 (AFG•01) TYPICAL HANGERS FOR LINES TO BE SAMMY SUPER SCREW WITH AIR & RING, UNLESS OTHERWISE NOTED.
2 x 6 TOP CHORD 2 x 4 OR 4. ALL AREAS PROTECTED WITH A WET SYSTEM ARE TO BE HEATED AT ALL TIMES TO MINIMUM 401, IN ORDER TO
!� 24" olc 2 x 6 TOP CHORD KEEP THE WATER IN THE PIPES FROM FREEZING THIS INCLUDES ATTIC SPACES AND ROOF DORMERS.
4 x 6 WOOD BLOCK 24" olc
GLUE G TOP AND TOLco FIG, 4a S
BOTH ENDS PIPE CLAMP
_ h , TOL 0 F, G. 10A1
DRILL 911611 HOLE r „
,, 518 x 5 HEX FA C MP
y x2. HEX- •;- ;....c-- .".' -•
^` BOLT wl N&W
8OL w1 NSW r \4\-H-7
DRILL 11116 HOLE . �
_ ..
%rr
10d COMMON NAILS
TOLCO FIG. 880.
4 BRAME.1 SC 40 EACH END O EACH SIDE
:
BLKtiTLPIPE
r
BRACE: 1 SCH 40 4s ssi
s� xz2/, GLa
L-
BILK TL PIPIE
r TOLCO FIG900— . �� __ -= --,, �, ABBREVIATIONS
Mme. Vim,, ADN - ADJUSTIBLE DROP NIPPLE
ti.
� V scH•aa 8LK PIPE �� AFC ABOVE FINISHED CEILING
s } AFF - ABOVE FINISHED FLOOR
Ij
TOLCO FIG- 980 ..�..,�,� ,:.� � °:: TOLCO FIG. 980 • Boe • Bo1roM of BEAM
EQ END • (2) EA BRACE Efl END `BOTTOM CHORD OF TRUSS �.
- J BOD • BOTTOM OF DECK
UP TO 4" SCH -10 MAIN r
518" x 9 OT TOLCO FIG 980
v pF,,t + �n g BOJ •BOTTOM OF JOIST
- �,.,.. w! Nd,W BOTH ENDS _
TOLCO FIG. 4A r "G,E�T C/C - CENTER TO CENTER
BOR •BASE OF RISER
DRILL 11116 HOLE 51B "x8`ATRw /N &W,
PIPE CLAMP THROUGH BEAM __ CH •CEILING HEIGHT
ON BOTH ENDS COJ - GUT ON JOB
CMU- CONCRETE MASONARY UNIT
CTS- CUT TO SUIT
TY P DN • DOWN
TYPE - Al - 4 WAY E B1 LATERAL TYPE - C1 LONGITUDINAL- FF - FINISHED FLOOR
FOC • FACE OF CONCRETE
NTS i {TS NTS FOS • FACE OF STUD
FOW _ FACE OF WALL
GWB - GYPSUM WALL BOARD
IFOS - INSIDE FACE OF STUD
IFOW - INSIDE FACE OF WALL
OFOS. OUTSIDE FACE OF STUD
OFOW • OUTSIDE FACE OF WALL
OTS - OPEN TO STRUCTURE
RA • REMOTE AREA
'/." x GLU -LAM
EAM "- --
CH RD OF
ITOP W x 2v.• HEX BOLT WOOD TRUSS _W
w /N &W
l"
OLCO FIG.
2x6 WOOD JOIST , �' /NUT& 1C.'
W.. _ •. OLCO FI SHER ON EA r...
r O ATl. •+err
CER
� TIFICII ..
E
4 F OMPE),,
IRE PR , CY
OTE
TOlC9FIG980'i RNJ1(LES; 5
S YStQMi!
..� teve Ad Ii
,�.�„ • ams0
,.,,*. ,,. • a 4 26
lt
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ev
et 3
s r
SCH- 408LKPIPE Coll
Inc.
CO
952M
1 �
Ir G
SC H -40 _ +► .
LACK PIP !r
Z
3
E
�:• � s natu»
ES � •
rr 3ti1S
w
r
TOLCO LC FIG. 4A
PIPE CLAMP
O .
TOLC FIG.
,
1001 FAST SCH- 10..7 ..:
CLAMP
SHEET NUMBER LEGEND
SHEET FP1 OF 3: SITE PLAN SECTION ET
D A LS MUTES
SHEET FP2 OF 3: PIPING PLAN
SHEET FP3 OF 3:
HANGER _ _ _ r RAND BRACING DETAILS
TYPE B LATERAL .TYPE B LATERAL L
NTS
NTS
- REVISIONS
REV DATE . `BY
DESCRIPTION,
1 1.18 -15 KJB
REVISE PER FIELD HECK FOR FAB � FOREMAN'S PRINTS
44;
44;
....!
I--
W
U
tY
-. LLt
0-
HYDRAULIC DESIGN INFO. DRAWING SYMBOLS HANGER LEGEND DESIGNER.
HEAD LEGEND
0
F THIS SYSTEM IS THIS SYSTEM IS NOT "
0 � KJ B
L
"
A U•HOOK ,S _
��,,eelI L ROD SPRINKLER TYPE MFG SIN
_ L�J HYDRAULICALLY DESIGNED ❑ HYOR.auucauroeslGNE SYMBOL ORIFICE FINISH CANOPY TEMP K FAC QTY DINING HALL
O -ALARM VALVE RISER —� FLEXIBLE GROOVED COUPLING WELDED PIPE TAG THE
DATE:
FLOW TEST- HYD # 834 0
- B COACH SCREW ROC/ N TOGGLE NUT
a JANUARY 9, 2015
AM
- - RAN HLINE NUMBER
CAMP PARsoN
s
R RIGID GROOVED COUPLING (g B G STATIC 7a.0 PSI
��-FLOWS'WTICH RISE —�--- \ / "
G G CLAMP P HDI -P
SCALE:
RESIDUAL 38.0 PSI
i =- 970 BEE MILL L ROAD As NOTED r
AM CLAMP / STRAP R WEDGE ANCHOR a
O -DRY PIPE RISER —a-- - THREADED PIPE COUPLING PIPE SIZE & LENGTH D TOP 6E M W p
P _ GPM FLOWING 840.0 GPM p,
G7 INN HAZARD.
DATE &TIME E EYE ROD S SAMMY SIDEWINDER SWG20
R 0 N WA
4/29!2014 2.00 PM ( ) AS NOTED
E D
- PIPE SIZE & LENGTH(CUT)
CONTROL VALVE CONTRACT UUiTH� '
O DELUGE /P.A. RISER
❑ 8 10 0 0
- ( ) SYSTEM DESIGN F FLUSH SHELL 320 SAMMY SUPER SCREW (GST20 & GST30) "
EXXEL PACIFIC GEN. CONTR. CO ,
_ E T AEA 1 9 C&U-MbIRCIR JEFFERS ON C OUNTY- Iro IC NOD R MO E R 50 SQ FT �Tt
FIR/;• DEPARTMENT CONNECTION CHECK VALVE. HYDRAUL E G CEILING FLANGE sX SAMMY X -PRESS
DENSITY .10 GPM
�
4220 AU RO JOB #
P � H SIDE BEAM BRACKET T TRAPEZE
RA AVE NORTH
10-0 PJ'F WA CL#t COLUI,iFI952MG
- WATER GONG - PIPE HANGER SEE CHART — - ELEVATION DATUM
�. MOTOR --�- (SEE MAX. AREAMEAD 140 SO FT
,
0 -10 6oCJ , " 1534 1st Ave South
U J J BOLT u141SrRUT Pose SEATTLE, WA 98 � ��
K FACTOR 5.8 T i
�ed111e �� �''� 98134 SHEET #
- CENTERLINE OF PIPE TO DECK
O ELECTRIC BELL PIPE HANGER SEE CHART
FP3 OF 3
(SEE K SHORT CLIP W _
P � xx TOTAL THIS SHEET (206 232 $569
d � ) Phone.. (206) 453-1005
N I _