HomeMy WebLinkAboutFIR2024-00003 - FIR Plot / Site Plans - 2/26/2024Mason Co Fire Marshal
Approved with Conditions
02/26/2024 7:38:11 AM
BEAM CLAMP
RETAINING STRAP
JOI ST/BEAM-
3/8" NUT
%" TOP BEAM CLAMP
I"-4" PIPE
V TOP BEAM CLAMP
6" PIPE
3/a' ALL THREAD ROD
ADJUSTABLE RING HANGER
—SPRINKLER PIPE
HANGER DETAILS
SCALE: N.T.S.
CONDITIONS:
- The calc plate shall be amended to reflect
the hydraulics of the new system
- Discs from welded pipe shall be provided
- a hydro of 200PSI & 2 hrs shall be performed
- Drops to offices shall be provided with an
auxiliary drain
Z PURLIN
MINIMUM
14 GAUGE
CADDY PH- FP
Z PURLIN HANGER
PIPE
3/8" ALL THREAD ROD
ADJUSTABLE RING HANGER
SPRINKLER PIPE
MAXIMUM 3"
In
m
Ln
8-0
717
BUILDING SECTION
1 - SCALE: I/5"=I'-0"
4
HYDRAULIC REMOTE AREA: 101- SOUTH STORAGE
.15 GPM/SQ. FT. OVER 2000 SQ. FT.
TOTAL DEMAND OF 17 SPRINKLERS CALCULATED
336 GPM AT 30 PSI AT BASE OF RISER
4-6 .z•IQtv
I LJ-
8
26'-II"
20' -4"
17' -3"
0'-0"
4" METRAFLEX SEISMIC LOOP
SEISMIC BREAKAWAY HANGER WILL BE USED TO
SUPPORT METRALOOP 150' RETURN WHEN INSTALLED
IN ANY ORIENTATION OTHER THAN HANGING DOWN
FLEXIBLE COUPLINGS ON BRANCH LINE RISERS
AS REQUIRED PER NFPA 13, TYPICAL
4
12-6
1
0
26'-7'
AFF
20'-I0'
\AFF \
6'O_ ' 6 60'
12-6\ a 4-0 II NG" 8-4 nN II-6
O 11 O O
T
0
0
Buz
O
•
A
0
A.
cr
T 7-6 " 5-0
N 20'-10'
AFF
\'� 26'-7"
BLR _ AFF
6
12-6 \7-6
20'-10'
AFF
N 6
6" METRAFLEX SEISMIC LOOP
BLR
LNG 4
SEISMIC BREAKAWAY HANGER WILL BE USED TO
SUPPORT METRALOOP 180' RETURN WHEN INSTALLED
IN ANY ORIENTATION OTHER THAN HANGING DOWN
TOR
c!)
5
R EXISTING RISER
SCALE: N.T.S.
KEYNOTES
1 EXISTING 6" UNDERGROUND FIRE SERVICE.
2 EXISTING 6" WILKINS MODEL 375ADA REDUCED PRESSURE
ZONE DETECTOR CHECK ASSEMBLY WITH TAMPER
SWITCHES.
3 EXISTING 6" GROOVED CHECK VALVE.
4 EXISTING 6" FIRE SERVICE TO FIRE DEPARTMENT
CONNECTION.
5 EXISTING 2" MAIN DRAIN.
6 EXISTING PRESSURE GAUGE.
7 EXISTING 6" WATERFLOW SWITCH.
TOLCO FIG. 1001
FAST CLAMP
STEEL PIPE
LATERAL
BRACE
TOLCO FIG. 980
UNIVERSAL SWAY
BRACE FITTING
TOLCO FIG. 980
UNIVERSAL SWA
BRACE FITTING
STEEL PIPE
LATERAL
BRACE
TOLCO FIG, 4L
SWAY BRACE
ASSEMBLY
SEISMIC BRACING DETAILS
SCALE: N.T.S.
WALL SLEEVE
WALL SLEEVE
FIRE SPRINKLER PLAN
SCALE: I/8"=I'-0"
O 6'
14
-;T„O
ti
D.I. fr-
LF
UG HYDRAULIC REFERENCE
SCALE: N.T.S.
=STING
BURDMG
7,7.4
VICINITY MAP
SCALE: N.T.S.
LNG 4.0'.
4
12-6
20— F
m 1 AFF
2-7 .4-5-5
� I
26' -7"
20'-10''
LNGGA
2-6
O ~
SCOT = OF nOR<
KNIGHT FIRE PRCTECTION TO EXTEND THE EXISTING NET PIPE FIRE
SPRINKLER SYSTEM THROUGHOUT THE NEN ADDITION PER NFPA 13.
HYDRAULIC REMOTE AREA: 121- SOUTH STORAGE
.20 GPM/SQ. FT. OVER 1500 SQ. FT.
TOTAL DEMAND OF 13 SPRINKLERS CALCULATED
333 GPM AT 3 i P51 AT SASE OF RISER
T 5-0 4-6
cl
-i4-0 " 5-6+
N 20'—I0'
AFF
20'-10i
4-0-6 aN II-6
SUPPLEMENTAL HYDRAULIC REFERENCE
SCALE: 1/5"=I'-0"
LNG 4.0
p
f-/A'26T‘o3
4
6-0
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Randy Knighton
2789-0791-CG Level 3
Knight Fire Protection
KNIGHFP044LK
Signature
GENERAL NOTES
7.OWNER TO PROVIDE ADEQUATE
REFER TO THE NFPAI113, 2010 EDITION HEAT TO PREVENT WATER IN
I. MATERIAL TO BE NEW AND PIPES FROM FREEZING IN AREAS
UL LISTED. PROTECTED BY A WET PIPE
2. PIPING SHALL BE PER NFPA I3. SPRINKLER SYSTEM.(MINIMUM 40'F
3. EARTHQUAKE BRACING SHALL BE REQUIRED)
PER NFPA 13. B. ALL WIRING OF ELECTRICAL
4. JOINING OF PIPE AND FITTINGS, DEVICES TO BE Sr OTHERS.
THREADED, GROOVED, PLAIN END, 9. PAINTING OF PIPE AND
AND WELDED SHALL , PER NFPA 13. EQUIPMENT (IF REQUIRED) BY
5. PIPE HANGERS AND METHOD OF OTHERS.
HANGING TO BE PER NFPA 13. 10. FURRING OF PIPE AND EQUIPMENT
6. PIPING DIMENSIONS ARE CENTER (IF REQUIRED) BY OTHERS.
Tn n=,.IT=n
HANGER LEGEND
J
WEDGE ANCHOR
FITTING LEGEND
APPROVALS
QTY
SPRINKLERS USED
SYSTEM DEMAND
WATER FLOW INFO
OUAUTY
MK
CONTROL
DATE
BY:
BY
DATE:
REVISIONS
CONTRACT WTH:
General Mechanical
2316 S. State St.
Tacoma, SPA 98405
�i
it.
-,
t
roN
44 XOURS
Y KNIGHT FIRE PROTECTION, INC
-
►.
9702 LATHROP INDUSTRIAL DR. SW
OLYMPIA, WA 98512-9188
i°
t (360) 786-8606
�/�p LICENSE N0. SNIGHFP044L%
A a01
A
ALL THREAD ROD
K
TRAPEZE
ST
STRAP TEE
srreoL
scwrxLoz MAKE / MODEL
S.I1L
K
���
SPRiM,1ER
FINISH
ESCUr61EQ1
FlNSH
Tam
arr
REQUIRED PRESSURE 50 p.s.i.
STATIC PRESSURE
MASON COUNTY
OWNER/ARCHITECT
2
2
JP
Per 11 14 23 comments on ••Ions, talcs, & cutsheets
3
TOP BEAM CLAMP
y
SAMMY SCREW
S
SOCK —IT
•p'
O
TTCO TT-B SR 55P
TY3251
I/2°
5.6
BRASS
BRASS
2l)0•
64
69 s iMEI
"
KH
RELIABLE SR HSW
RA1455
I/2°
5.6
BRASS
BRA55
207
4
AVAILABLE PRESSURE 66 p.s.i.
RESIDUAL PRESSURE 52 ps
FLOW 1410 g.p.m.
._-
C
SWIVEL CLAMP
■
MT
MECHANICAL TEE
._.
KNIG!-IT FIRE
I
•
RELIABLE OR 55P
RAI414
I/2'
56
.
CHROME
CHROME 200' 2
TOTAL DEMAND 583 g.p.m.
HOSE 250 g.p.m.
D
FLUSH SHELL
EARTHQUAKE BRACING
P
PIPE—O—LET
���__��
---__-M
---__-
TrITAI 70
DESIGN CRITERIA
CONTRACT NAME:
JP B e I co -Port of Shelton
1890 East Johns Prairie Road
Shaltnn WA ARSRet
DATE TESTED 5/9/23
E
CEILING FLANGE
-.--,-2
WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
SN
SHAPED NIPPLE
■_
STANDARD
HAZARD
MAX
NFPA 13 (2013)
�-
TOTAL
5
CLASSIFICATION:
SQ. FT. / HEAD
STORAGE — ORDINARY HAZARD GROUP 2
-
JOB NUMBER
O
F
SIDE BEAM BRACKET
[AI
WELD FITTING
124 DENSITY GPM/ 2000 S0. FT.
.20
= 23-033 OF n