HomeMy WebLinkAbout295 Rye Street - Building Plans & Drawin (3) DOUBLE-INTERLOCKED PREACTION SYSTEMS PROVIDED FOR ALL Y V_U4 Y 1Kt NUMI' HUUSL � D'-o• CENTERLINE OF PIPE ABOVE FINISH FLOOR VALVE—
REFRIGERATED AREAS INCLUDING ALL COOLERS AND FREEZERS, PIPE & MATERIALS E 0' ] CENTERLINE OF PIPE BELOW TOP OF STEEL
SYSTEM yf `VALVES SHALL OPEN ONLY WHEN BOTH THE ELECTRIC
CPROTECTOWIRE SYSTEM) AND PNEUMATIC ACTUATORS TRIP, PREACTION SPRINKLER & SPRINKLER DRAIN - � TRAPEZE HANGER LOCATION WITH TRAPEZE MEMBER SIZE
s�
GROOVED MAIN PIPE 2 & LARGER SHALL BE GALVANIZED FFr STEEL SCH, 10 GROOVED, (G-G) *_@ RETURN BEND TO SPRINKLER HEAD
CLASS IV COMMODITY (COOLER AREA)I IN RACK BRANCHLINE PIPING TO BE GALVANIZED STEEL SCH 40 GROOVED (G-G) na' io•
RACK STORAGE UP TO 20' MAXIMUM - xx HYDRAULIC REFERENCE POINT
SCREWED LINE / DRAIN FITTINGS SHALL BE GALVANIZED DUCTILE IRON , PLY
DENSITY OF 0,231 GPM/SQ, FT, OVER 2600 SQ. FT. PER Daoo AA FABRICATION TAG RINR
GROOVED FITTINGS & COUPLINGS SHALL BE GALVANIZED DUCTILE IRON WITH FLUSH GASKETS. PIV
TABLE 12,3.2.1,3 (MULTIPLE ROW RACKS) N,F.P,A. 13 2002 EDITION (e PIPE LENGTH OF 1' SPRIG
WITH (14) IN-RACK SPRINKLERS
SEE MATERIAL SUBMITTAL FOR INFORMATION ON OTHER COMPONENTS AND DEVICES NEW GALV. SCH40 / 10 PIPING
FIRE ELEVATION = "1.so'
CLASS II COMMODITY (FREEZER AREA)I — — — EXISTING SCH40 / 10 PIPING TO REMAIN
FIRE PUMP HOUSE
RACK STORAGE UP TO 20' MAXIMUM
A VALVE MATERIALS TO BE PER NFPA #13 REQUIREMENTS A ALL PIPE LENGTHS SHOWN ARE CENTER-TO-CENTER UNLESS OTHERWISE NOTED � YH
DENSITY OF 0,255 GPM/SQ. FT. OVER 2600 SQ, FT. PER
ALL PIPE HANGERS TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS VA
TABLE 12,3,2,1.3 (MULTIPLE ROW RACKS) N.F,P.A, 13 2002 EDITION ALL SWAY BRACING TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS
WITH (6) IN-RACK SPRINKLERS ALL PIPING IN REFRIGERATED AREAS TO BE PITCHED 1/2' PER 10'
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Y
O
TYPICAL HANGER DETAILS V"`"�
N.T.S.
VALVE
85,000 GALLON FIRE PROTECTION
UNISTRUT TRAPEZE CONCRETE , EXPANSION SHIELD SAMMY XPRESS ANCHOR WATER STORAGE TANK
,PIV a
—
I-BEAM
UL LISTED UNIVERSALSPRINKLER SUPPLY v BEAM CLAMP HILTI KID OR HDI-P 20 GAUGE MIN RGIF' DECK AND ROOFING VALVE
DROP-IN ANCHOR— `-CONCRETE ON
FM
RETA ALL THREAD ROD METAL DECK OR „—I-BEAM Wa OR PIP
PRECAST FLOOR
w 2B Pmt PIPE Ie.m r
a
ALL TIWAB R®W\
0
- NUT L VASTER
ALL THREAD ROD V\ PIPE ML PIPE
UNISTRUT TRAPEZE PER NUT & WASHER SNIVEL RING
NFA.A. #13 SWIM Im"
TA=1-5/8'XI-5/8' +
TB=1-5/8'x2-7/16• PIPE 6 + o
N
TD=I-5/8'x4-7/8'
TE=1-5/8'x6-1/2' SWIVEL RRIR
BEAM CLAMP #1 PIPE TRAPEZE BEAM CLAMP #Z
RETFOR PIPES Y AND SMALLER ONLY A L D I DISTRIBUTION FACILITY
NO LOCK ' BB,w Lvi I-\
-WrAPM STRAP wnm a�
,,�NUT REWD�� BER TR=I-BEAM OR STEEL JOIST "1A � �'�� FINISH FLOOR ELEVATION - 86 . 0
'
_IA � �R"TBPIPERETADM $.
FIG. 89R VIEW A-A SNIVEL Rp
RETAINING BEAMS CLAMP /— - ALL-THREAD Fall]
/STRAP
S"O
P>�
PIPE Stff N"IBD 011 PWR
BAR.ROSE M f ST UR
LOCKING THREAD Sim.t-BEMI ■ -gEµCONNECTION SNIVEL R➢$ALL THREAD RODPIPE TRAPEZE PER `,y }N.F.P.A. #13
IX=2-1/2' SCFL 10 PIPE
SNIVEL RMG
WW SPRIN SUP
TYPICAL AFCON SWAY BRACE DETAILS MAXIMUM LOADS Qb) FOR SWAY BRACE COMPONENTS PIV
ANGLES=) A B C D
STEEL BEAM AFCON FIG. 87
AFCON FIG, 85 \ SWAY BRACE ADAPTER STEEL JOIST V2' FOLTI KWIK-BST II II
TOP SWAY BRACE ADAPTER \ R ALL-THREAD - E1lPANSION ANCHOR C.Y—I
STEEL J�OISTF ,� AFCON FIG, 86 ROD r/NUTS M•X5• w® •_
SWAY BRACE ADAPTER NAILER cD cR TE 30-44 45-59 60-90 90 HOR,
° o CONSTRUCTDIN FIG #85 2015 2015 2015 2015
'--AFCON FIG, 77 AFCON FIG. 77 ` , '�� FZfi 77 y
LOCKING ATTACHMENT END AFC@! Dee ° AFCON FIG, 77 h FIG, #86 PERP, TO BEAM 2015 2015 2015 2015
" 1' OR 1-1/4' PIPE STEEL JQIST 5
1' OR 1-1/4' PIPE---. o ¢ FIG #86 PARALLEL TO BEAM 1265 1265 1 1265 1265
AFCON FILL 77 1' OR 1-1/4' PIPE/ P OR 1-1/4' PIPE
LOCKING ATTACHMENT END h FIG #87 2015 2015 2015 2015
STRUCTURE ATTACHMENTS FIG #88 WITH 1/2' BOLT 1400 1400 1400 1400
hFIG #'s 76 77 78 & 79 1007 1425 1744 2015
Q
LABEL ON DRAWINGS 1/2' THROUGH BOLT 1450 2050 2850 2950
30• Min. 454 Mlnhun XX.00
30• MlniMuln / �� o FIG #001/020 1007 1425 1744 2015
1' OR 1-1/4' PIPE Lvc' '
XX,00 � 1' - 3' PIPE, FIG #410 250 353OR 1-1/4' PIPE AFCON FIG, 410 AFCON FIG, 1TYPE , ADAPTER \ � 4' - 8' PIPE, FIG #410 1007 1425I.
SWAY BRACE CLAMP STRAI FIG, C SWAY BRACE BANGLE , LENGTH (PIPE DIAM0CROSSMAIN o STRAIGHT LOCKING END 1/2x4-1/2' KWIK-BOLT II 980 1386 1696 1960
N FIG, 79SITEPLAN
AFCON FIG, 1 CROSSMAIN � ATTACHMENT TYPE' ADAPTER, HDI (4000 PSI Concrete) 1062 1502 1839 2125
LATERAL (A) 85,86,87,88,77 Z
SWAY BRACEF LONGITUDINAL (G) o HDI (2000 PSI Concrete) 750 1060 1299 1500 NO SCALE
101 � \
AN )G(A PIPE
E LENGTH IN INCHES 1' @ Max. Length = 3'-6' 7068 9996 12242 12242
A 00 G.00 45-59• (B) ,_ ,
LATERAL SWAY BRACE x� LONGITUDINAL SWAY BRACE .�� 4-WAY BRACE 60-89• <C> (PIPE DIAM.) 1 @Max, Length = 7 0 1767 2500 3061 3061
40' MAXIMUM SPACING 80' MAXIMUM SPACING XX.00 90, (D) < ) DENOTES 1' PIPE 1' @ Max. Lent '
(3) DENOTES 1-1/4' PIPE Lu Length = 10 -6 786 1111 1360 1360
(#) DENOTES 1-1/2' PIPE ti
PIPE ATTACHMENTS (+) DENOTES 2' PIPE o 1 1/4' @ Max. Length = 4'-6' 9567 13530 16570 16570
EARTHQUAKE PROTECTION NOTES WHERE REQUIRED, INSTALL SLEEVES PER TABLE BELOW 1 1/4' @ Max. Length = 9'-0' 2392 3395 4145 4145
1. LATERAL SWAY BRACING TO BE SPACED AT MAXIMUM 40 FT ON CENTER FOR ALL FEED AND CROSS MAINS AND ALL OTHER PIPING 2t'z' AND LARGER, With Flexlble Without 1 1/4''@ Max. Length = 13'-6' 1063 1503 1841 1841
Couplings On Flexible 150 5/16" W/ OVERHANG 2, LONGITUDINAL SWAY BRACING TO BE SPACED AT MAXIMUM 80 FT ON CENTER FOR ALL FEED AND CROSS MAINS, Bath Sides CouplingsVERHEAD 3" FEEDMAIN 150 5/16" W/ OVERHANG
`' 1 1/2' @ Max.M0.x, Length = 5'-2' 11441 16181 19817 19817
3, 4-WAY BRACING TO BE INSTALLED AT THE TOP OF ALL RISERS EXCEEDING 3'-0' PIPE SIZE SLEEVE SIZE SLEEVE SIZE 1 1/2' @ Max, Length = 10'-4' 2858 4043 4955 4955 144" „
4, SEISMIC SEPARATION ASSEMBLY TO BE INSTALLED WHERE PIPING CROSSES BUILDING SEISMIC SEPARATION JOINTS ABOVE GROUND LEVEL 1 2 3 1 144
5, ALL BEAM CLAMPS TO BE INSTALLED WITH LISTED RETAINING STRAPS, 1
1/4 2 1 1/2' @ Max, Length = 15'-7' 1272 1798 2202 2202 54" 42" 48TI 54" 42" 48"
6. THE LAST HANGER ON ALL BRANCH LINES TO BE INSTALLED WITH A SURGE RESTRAINT CLIP 2 2' @Max, Length = 6'-6' 15377 21746 26634 26634
7. FLEXIBLE COUPLINGS TO BE INSTALLED ACCORDING TO NFPA 13, SECTION 9.3,26 F / ---1 1 17-7
8. FLEXIBLE COUPLINGS REQUIRED WITHIN 24' OF THE TOP AND BOTTOM OF RISES GREATER THAN 7 FEET. 2' @ Max, Length = 13'-1' 3828 5414 6630 6630
9, ONE FLEXIBLE COUPLING REQUIRED AT THE TOP OR BOTTOM OF RISES 3'-0' TO 7'-O' $b — -7 0 2' @Max, Length = 19'-8' 1666 2355 2885 2885
MAX.WEIGHT MAX.WEIGHr
MAX. 500 _2,50MAX WEIGHT—# UPRIGHT SPRINKLER HEAD W/ HEAD MAX.WEIGHT MAX.WEIGHT
—2,SOo_# —2'S00-# GUARD AND HEAT COLLECTOR. TYP: ,500-' 2,5°°_#
3" DRAIN ELBOW
N - i
ZONE#1 BT ZONE#5 3
ZONE NA NB
/WEI,G8T
ZONE MAX.WEIGHT MAX.WEIGHT WEIGHT
z,soo_� -�• - MAX WEIGHT MAX.WEIGHT _z,soo_#
7=
-2 S-00-# -zsoo
3" DRAIN ELBOW
ZONE#2
ZONE#7 \
ZONE#? (� --- :. . -------- -- ----— ri -—--— — ----- —: ——— 0° . °.....% iyB�nQ
ZONE#8 I e
2,500# MAX.WEIG I I MAX.WEIGHT
j 2'S 2,500# 2500# A '
ZONE#4 i sa
ZONE#9
Rev, Date I Init Description Scope,xxxv
1
AREA OOOLERA NEW RACK
(COOLER AREA) DRUM DRIP ASSEMBLY DRUM DRIP ASSEMBLY
ZONE#11 2-LEVEL IN-RACK COOLER AREA 1 -LEVEL IN-RACK FREEZER AREA
MULTIPLE RACKS (CLASS IV) DESIGN 15 PSI FOR SEVEN MULTIPLE RACKS (CLASS II) DESIGN 15 PSI FOR SIX
ZONE#1Z HEADS PER LEVEL OF TWO LEVELS, 80 SQ.FT. MAX. HEADS OF ONE LEVEL, 100 SQ.FT. MAX.
(FREEZER AREA) ZONE SECTION B B - a Q l SMITH AUTOMATIC SPRINKLER
�ORK-NEW RACK - SECTION CT I O N A A 101 BIDWELL ROAD
SCALE: 3/8" = 1i-0" n = I n � ' ,SOUTH WINDSOR, CONNECTICUT 0607
ZONE#13 SCALE: 3/8 V -0 TEL (860) 282-2488
AREA OFWORK NEW RACK A, ^"� CAM,
(FREEZER AREA) fiLLJ/lJh7 /-fiNL!„
NEW PUSHBACK STEEL STORAGE RACKS
295 RYE STREET
SOUTH WINDOSOR, CT
FIRE SPRINKLER ZONE PLAN ®NO SCALE SITE PLAN, ZONE PLAN, �V1
GENERAL NOTES AND DETAILS
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I
s .. . -� el�A;,11 g 0 - M0019 101 BIDWELL ROAD
. .1. . ..-,.o N 61" SOUTH WINDSOR, CONNECTICUT 06079tt4
. ... I It) = i I I I TELL (860) 282-2488
- -O"
a GRAPHIC SCALE 1 /8 �
. . I . SPRINKLERS FOR IN-RACK SYSTEMS Rev, Date I InIt Description Scope,xxxxx ALLMSTFRUTANFACUr
SYM TOTAL LOICATIONi FREEZER AREA (W/ IN-RACKS) . Make Size Finish Temp. SIN 4
7: = Model Orientation Escutcheon Nominal. K _ - I . . . .
KS
w Lo SYSTEM TYPE DRY V FACTOR 120 - VICTAULIC I/L" BRASS I5TF V2703 .
�- s-i DENSITY .255 DESIGN AREA SQ.FT, g600 0 76 -
C�) " V2703 STANDARD - - -- 5b SOUTH WINDOSOR, CT
21 � I -,- >- Ld AREA PER SPRINKLER no s/f Ki #SPRINKLERS CALC. 34 -- r,
I ��, r-
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. FIRE PUMP RATING I 110 PSI @ 1500 GPM . . . FIRE SPRINKLER ZONES #11 & #12
DEMAND I 1015AGPM @ 93.93 PSI @3ASE OF RISER (NODE VWG) I Job Not Sheet No.
DEMAND 2 1015S GPM @ 99.3 PSI @FIRE PUMP DISCHARGE (NODE FPD) - B.S. /
-
98)009 GALLONCID
FIRE WATER TANK
FPC
�O FLF.CTRTG L F+REA —_--_�
I �
19 X2XT�'V�
8
O I I 19 O
9'-2 x 3'-8 x 6' HIGH j I
10 CONCRETE PAD
(BY OTHERS) � — — — — — —
1'-9V� ll 4'-4 x 1'-6 x 6' HIGH
————— — — X o -r CONCRETE PAD \
-------- - ------ ----- - ------- -- - _ i0 BY OTHERS) 6' INSULATED x�e16
i T— GOE °'Ij+'
FIRE PUMP EXHAUST x ,��
kCV-` ��— ---- --- -L-- -- -----
—————— —— — ——————————————— n o��
— O 4x2m i , 24 20'-7Yt
26 s--------- — — —————————— ———————— —
•, NC 16 O I I 30 4' TANK FILL
18 v A
•o• 8O I 17 7 5 I XB 16 NC 12 I I .0.1.�2bV FP02 _
O GI 4-8 1 Xu GAG _ V
VORTEX PLATE 6' -� i-———— -� YYA 40 2-1 XXA 1 Gl 5 CrG4,
ABOVE BOTTOM \`{�y 10' SUPPLY ID O 8 O C ' •'�'• ' m. • ZB *16BY 07Fns) GGE •+ 4-0Vt 2-14� —
GG
I 3 IV SPRINKLER SYSTEM SUPPLY
Oa O -OYt 5 ,a, 011 6 •�' TO MAIN BUILDING
L--- - � — P 'rV�� 30 x^emu 7 — ------
0 U 1'-4 x 1'-4 x 9' HIGH VV� ZC z7 •o• XXH 7 6' 120VAC ELECTRIC
D'�' JOCKEY PUMP O — BY OTHERS)CONCRETE 0 1-9Vt m�� ALARM BELL
SUPPLY � m 33 O 28 v 29 7'-7Vt %. —— —
'` I 39 391 i i I .o. 15 EXIST. FIRE PUMP HOUSE EQUIPMENT LEGEND
PPLY- 1G--4GY SBLACK 0 Yt
I ITEM QTY. DESCRIPTION
SCH. 40 BLACK
14 Ol 1 8' OS&Y FLANGE x GROOVE -
VICTAULIC SERIES 771F
O2 1 1500 GPM 8 110 PSI DIESEL FIRE PUMP, U6 HP, 2100 RPM, PEERLESS - GAEF14G
DC/1 Ph 12/U5V- 50/60 Hz, CLARKE DRIVER MODEL UF30
4' TANK VENT WITH COVER �� 2' FUEL TANK I �- ii I O3 1 10' x 6' CONCENTRIC FLANGED REDUCER
FILL LINE w/PLUG
N i O4 2 1V DOUBLE
WAFER CHECK VALVE -
APED SERIES
^, SO 2 10' GROOVED TEE
EXIST, FIRE PUMP HOUSE - PUMP LAYOUT - PLAN VIEW ® �J O 1 1� �TA�DC HERS 05W
SCALD 1/2' = 1'-0 O7 4 10' GROOVED ELBOW
O8 4 IV GROOVED FLANGE
O9 1 10' DOUBLE CHECK ASSEMBLY -
AMES MAXIUM MODEL M200
10 2 10' x 8' CONCENTRIC GROOVED REDUCER
kl 7 8' GROOVED ELBOW
le 1 V GROOVED TEE
13 2 3/4' AUTOMATIC BALL DRIP -
14 1 8' GROOVED FLANGE
15 1 8' PUMP TEST HEADER W/ (6) 2Yt' HUSE VALVES, CAPS & CHAINS
16 3 8' GROOVED BUTTERFLY VALVE -
VICTAULIC SERIES 705W
17 1 8' GROOVED FLOW METER -
GERAND SYSTEM MODEL K-15DO-8 (750)
18 1 8' GROOVED SWING CHECK VALVE -
VICTAULIC MODEL 717
3 6' GROOVED ELBOW
m
20 1 6' GROOVED TEE
O 1 6' GROOVED SWING CHECK VALVE -
VICTAULIC MODEL 717
O 1 2Vtx2Ytx2Ytx2Vtx6' FLUSH MOUNT FIRE DEPARTMENT CONNECTION
19 POLISHED BRASS PLATE w/ 'AUTO, SPKR
4' TANK VENT-.
O 1 6x4' GROOVED REDUCER COUPLING
7 4Y 6' FROM FIRE o• 24 I �ID COMBINATION
OFF VALVE RATE OF �CLA-VC AL1M®EL 43-01
19 DEPARTMENT CONNECTIDN
p .
• b 1 4' DR
4' TANK FILL— .o. 4 8' FLOW METER DISCHARGE LINE 25 A VAL MEEMEL X52E (2.60' BORE SIZE)
2VV 4 XXG• o O O O X8N R 17 XXO TO WATER STORAGE TANK O 1 V GROOVED ELBOW
G.6 4-8 8-2 G-G 011 27 2 1V4' BRONZE THREADED GATE VALVE -
7 G-G 7_5 NIDCO MODEL T-113
8' FROM FIRE PUMP'• O 3B 2' FUEL TANK 28 1 10 GPM E 120 PSI ELECTRIC JOCKEY PUMP, L5 HP, 3483 RPM
m'h •o• •o•� '� 16 FILL LINE208-230/460V/ 3PH/ 66HZ - PEERLESS MODEL # C➢.3110
8
• O 1 1V4' BRONZE THREADED CHECK VALVE -
NIBCO MODEL T-413
•o• wi y J 32 30 Yt' FUEL RETURN 4 L2' BRONZE THREADED CHECK VALVE w/ 3/32' ORIFICE IN CLAPPER
P C SCH, 40 BLACK NIHCO MODEL T-413
14 1 AUTOMATIC DIESEL DRIVEN FIRE PUMP CONTROLLER - 12 VDC, FIRETREIL FTA1100
9 COMBINED AUTOMATIC AND MANUAL START, NEMA 2 ENCLOSURE
I 21 NC O B" •o• 37 ULM BASS JOCKSING EY PUMP {2' FUEL SUPPLY O 1 AUTOMATIC JOCKEY PRESSURE SVITCH,PUMP NEMA 1CONTROLLER
ENLOS RE, 460V PW60Hzro PEERLESSCTOR `P PC 269953902
16 0i 1-4V2 W SCH. 40 BLACK
8 G_G ZC O 1 200 GALLON DOUBLE WALL DIESEL FUEL TANK
O 3-1 36 28 O 3'-6
o .o. 10 FPD O
o. o • XXD 6 0• XXC O (4) O O X)B O 10' S PLY 34 1 DUAL BATTERY SET ON RACK
13 13 O B' TD FIRE PUMP ZO 2-4 5 4-11 G-G GI--IG O 1 2Yz' ICTAU IC SEERIES 7S VALVE -
G-G
TEST HEADER 7 10 36 1 212'VICTA®IC CHECK SERIES 717 VALVE -
n BO
G O •� III 37 1 IY4' ANGLE DRAB) VALVE
f mi 1'-4 x CONCRETE
x 9' FOGH '
J// �u 27 D'4' JOCKEY PUMP
CONCRETE PAD
10' FIRE PUMP DISCHARGE BY OTHERS) 9-2 x 3'- ' HIGH SUPPLY 38 1 2Vt'POTTER
SWITCH -
POTTER ELECTRIC MODEL VSR-F
O 2 WATER PRESSURE GAUGE
BY OTHERS)
40 2 FLEXILE COUPLING DRESSER STYLE 38
10' SPRINKLER SYSTEM SUPPLY
IV SPRINKLER SYSTEM SUPPLY •-12' CITY WATER SUPPLY TO MAIN BUILDING ff n
TO MAIN BUILDING (W)SECTION A
•-12' CITY WATER SUPPLY O? 0 SCALES 1/2'
g SECTION "B"
O? 0 SCALEi 1/2' = 114'
0 2' 4' 6'
GRAPHIC SCALE 1 /2" = 1 '—C
Blip
�• ' SMITH AUTOMATIC SPRINKLER
� '�' C in ii ' 101 BIDWELL ROAD
' SOUTH WINDSOR, CBNNECTICUT 06074
TELL (860) 282-2488
���hi,U�ll@pBAGa�Gnogpoo 0
Rev. Date Init Description Sco a xxba( ALffMM&MMACUff
2/24/12 B,S, AS-BUILT
gee i �a ek. NEW PUSHBACK STEEL STORAGE RACKS
"f a 295 RYE STREET
�� aeY o f SOUTH WINDOSOR, CT
ou
p: EXIST, FIRE PUMP HOUSE LAYOUT
ei/Z CSHOWN FOR REFERENCE ONLY)
Drawni Datei Scales Job No- Sheet No.
B•S, 5/9/12 1/8'=Y-0' 217I2- IJf6 4 Of 4
FPh2oCad — Fire Protection Hydraulic Calculations
for
Project name: ALDI WAREHOUSE
Location: 295 RYE STREET, SOUTH WINDSOR, Cr
Drawing no: FP-003 Date: 5109112
Design
Remote area number: FREEZER RACKS
Remote area location: FREEZER (ALONG WEST WALL)
Occupancy classification: CLASS // STORAGE Up To 20 Feet in Mu/tip/eRacks
Density: 0.255 gpm/ft`
Area of application: 2600 fe
Coverage per sprinkler: Max. 130 fe
Type of sprinklers calculated: Upright
No. of sprinklers calculated: 34
In—rack demand: 231.2 GPM 0 93.8 PSI
Hose streams: NONE
Total water required (including inside hose): 1015.6 gpm ® 99.3 psi
Type of system: PREACRON
Fire Pump Rating
PSI: 110
FLOW: 1500
Name of contractor: Smith Automatic Sprinkler
Address: 101 Bidwell Road, South Windsor, CT 06074
Phone number: 860-282-2486
Name of designer: Bill Sparono
Authority having jurisdiction: --Fire department
Notes: (Include peaking information or gridded systems here.)
Es
oo
O p Z 0 1
170
160
150
140
130
120
110
100
a.
W 90
a:
y 80
H
W
a 70
60
50
40
30
20
10
0
300 600 900 1200 1500 1800 2100 2400
WATER FLOW (GPM)
IN-RACK FLOW- 231.2 GPM
A
SUPPLY ANALYSIS
s
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
FPD 3 1 2250 114.3 1015.6 99.3
C FIRE PUMP Rated Pressure -> 110 PSI Rated Ftow -> 1500 GPM
Churn Pressure -> 113.0 PSI 150% Ftow Pressure -> 97.0 PSI
D COMBINED SUPPLY -> I A + C ] + Elevation Change A 12.00 FTI TO C 12.O0 FT]
E DEMAND AT FIRE PUMP DISCHARGE -> 1015.6 GPM @ 99.3 PSI
Proiect Name: ALDI'S Page #3 of 9
Job #: 2011-JOB# NODE ANALYSIS
Calculation Area: NEW RACK FREEZER AREA
Node Tag Elevation Node Type Pressure Discharge Notes
>REMOTE< feet At o e At Node Ams(iq.ft.)
PN 81gpm D#nsHy--(dR nquirnd), (dA actual)
FPD I -2.42 I No Discharge I 99.27 I 0.00 I
MA I 25.46 I No Discharge I 19.59 I 0.00
MAT I 27.62 I No Discharge i 14.76 I 0.00
MB I 25.35 I No Discharge ( 19.74 ( 0.00
MBT I 27.62 I No Dlschar e I 14.81 I 0.00
MC I 25.25 I No Discharge I 20.12 I 0.00
MCT ( 27.62 I No Dischar e I 15.06 I 0.00. I
MD I 25.14 I No Discharge I 20.8B I 0.00 I
MDT I 27.62 I No Discharge I 15.60 I 0.00
ME I 22.75 I No Discharge I 51.64 I 0.00 I
MF I 22.00 I No Discharge I 77.55 I 0.00
MG I 21.50 I No Discharge I 79.77 I 0.00 I
MH I 19.00 I No Discharge I 84.02 I 0.00
NA I 13.08 I No Discharge I 66.85 I 0.00
NAT I 13.96 I No Dlschar e I 60.82 I 0.00
NB I 13.08 I No Discharge I 66.99 I 0.00
NBT I 14.13 I No Discharge I 64.35 I 0.00
NC I 25.04 I No Discharge I 63.42 I 0.00
ND ( 24.00 I No Dischar e I 69.67 I 0,00 I
NE I 22.66 I No Discharge I 76.87 I 0.00 I
NG I 21.66 I No Discharge I 80.93 I 0.00
NH I 18.00 I No Discharge I 85.39 I 0.00
WWG I 2.85 I No Discharge I 93.93 I 0.00
WWM I 2.85 I No Discharge I 93.66 I 0.00
WWN I 2.85 I No Dischar e I 93.65 I 0.00
XD I -6.00 I No Discharge I 99.62 I 0.00
YH I -10.50 I No Discharge I 102.19 I 0.00 I
ZB I -2.42 I No Discharge I 98.92 I 0.00 I
ZC I -2.42 I No Discharge I 99.04 I 0.00
31 I 13.96 I No Discharge I 42.49 I 0.00
31 u I 13.96 ( sprinkler, K=5.6, Pm1n=15.0 I 40.19 I 35.50 I Area=96.0, dR=0.217, dA=0.370
32 I 13.96 I No Discharge I 43.05 ( 0.00
32u I 13.96 I Sprinkler, 05.6, Pnin=15.0 I 40.72 I 35.73 I Area=96,0, dR=0.217, dA-0.372
33 I 13.96 I No Discharge I 44.58 I 0.00
33u I 13.96 I Sprinkler, K=5.6, Pnin=15.0 I 42.17 I 36.37 I Area=89.7, dR=0.217, dA=0,405
34 I 13.96 I No Dischar e I 48.93 I 0.00
34u I 13.96 I Sprinkler, 05.6, Pnln-15,0 I 46,30 I 38.10 I Area=89,7, dR=0.217, dA=0.425
35u I 14.13 I Sprinkler, K=5.6, Pnin=15,0 I 59.04 I 43.03 I Area=89.7, dR=0.217, dA=0.480
36u I 14.13 I sprinkler, K=5.6, Pnin=15,0 I 59.84 ( 43.32 I Area=89.7, dR=0.217, dA=0.483
301 I 28.00 I Sprinkler, K=8.0, Pmin=7.0 I 10.46 I 25.87 I Area=75,0, dR=0.255 dA=0.345
302 I 27.94 I Sprinkler, K=8.0, Pnin=9,50 i 10.55 I 25.98 I Area=96,7, dR=0,255, dA=0.269
303 I 27.83 1 sprinkler, K=8.0, Pnin=9.74 I 10.87 ( 26.38 I Area=97,9, dR=0,255, dA=0.269
Proiect Name: ALDI'S. Paae #4 of 9
Job #: 2011-JOB# NODE ANALYSIS
Calculation Area: NEW RACK FREEZER AREA
Node Tag Elevation Node Type PrEs�f
Discharge Notes
>REMOTE< feet At At Node Amm(lq.ft.)
P rrt ans4--(dR requlr*d),(dA actual)
304 I 27.75 I Sprinkler, K=BA, Pmtn*11,07 1 11.51 I 27.14 I Area-104.4, 44255, dA=0.260
305 I 27.64 I S Inkler, K=&0, Pmin■11.07 I 12.67 I 28.48 I Area=1046 dR-0.255, dA=0.273
306 I 27.46 I Sprinkler, K■84 Pmin=11A7 I 14.07 I 30.01 I Area=104.4, dR=0.255, dA■0.287
307 I 27.56 I Sprinkler,K-80, Pmin=11A7 1 14.13 I 30:07 I Area=104.4, dR-0g35, dA=0.288
308 I 28.00 I Sprinkler, K=80, Pm1n-7A I 10.49 I 25.91 I Area=76.6, dR-0.255, dA■0.338
309 I 27.94 I Sprinkler, 08A Pmin=7.0 i 10.58 I X02 I Area=83.0, dR=0.255, dA-0.313
310 I 27.83 I Sprinkler, K=&0, PAin-10.16 I 10.91 I 26.42 I Area-100.0, dR=0.255, dA=0,264
>311< I 27.75 I Sprinkler, 08A Pmin■1157 i 11.57 I 27.21 I Area-106.7, dR=0.255, dA=0.255
312 I 27.64 I Sprinkle r, K=8A, Pmin-11,57 I 12.74 I 28.55 I Arean106,7, dR=0.255, dA=0.268
313 I 27.46 I Sprinkler, 08.0, Pmin=1137 ( 14.11 I 30.05 I Area=106.7, dR■0.255, dA■0.282
314 I 27.56 I Sprinkler, 08A, Pmin=SL57 I 14•18 I 30.13
I Are1=106,7, dR=0.255, dA=0.282
315 I 28.00 I Sprinkler, 08A, Pmin-7.0 i 10.68 I 26.14 I Area-76.6, dR-0.255, dA=0.341
316 I 27.94 I Sprinkler, K=80, Pmin=7.0 ( 10.77 I 26.25 I Area=83.0, dR=0.255, dA=0.316
317 I 27.83 I Sprinkler, 08A, Pmin-1016 ( 11.10 I 26.65 I Area=100.0, dR=0.255 dA=0.267
318 ( 27.75 I sprinkler, 08.0,Pmin=11,57 I 11.75 I 27.42
I Area=106.7, dR=0.255, dA=0.257
319 I 27.64 I Sprinkler, 08.0,Pm1n=1157 I 12.93 I 28.77 I Area=106.7, dR=0.255, dA=0.270
320 I 27.46 I Sprinkler, K=B.O Pmin=11.57 I 14.35 I 30.31 I Area=106.7, dR=0.255, dA=0.284
321 { 27.56 I Sprinkler, 08.0,Pmin-IIZ7 I 14.42 I 30.38 Area=106.7, dR=0.255, dA-0.285
322 I 28.00 I Sprinkler, 08.0, Pmin=7.0 I 11.08 I 26.63 . I Area=75.2, dR=0.255, dA=0.354
323 I 27.94 I Sprinkler, K-8A, Pmin-9.54 I 11.17 I 26.74 I Area=96.9,. dR=0.255, dA=0.276
324 I 27.83 I Sprinkler, K=8.0,Pmin=9.78 I 11.51 I 27.14 I Area=98.L dR=0.255 dA=0.277
325 I 27.75 I Sprinkler, K-8.0,Pmin=11.12 I 12.18 I 27.92 I Area=104.6, dR-0.255 dA-0.267
326 I 27.64 I Sprinkler, 08.0, Pmin=1112 I 13.40 ( 29.28 I Area=104.6, dR=0.255, dA=0.280
327 I 27.46 I Sprinkler, 08A,Pmin=11.12 I 14.87 I 30.85 I Area=104.6, dR=0.255, dA=0.295
328 I 27.56 I Sprinkler, K-8.0, Pmin-11.12 I 14.94 I 30.92 I Area-104.6, dR=0.255, dA=0.296
Project Name: ALDI'S
Pae #5of9
Job #: 2011-JOB# PIPE INFORMATION
Calculation Area: NEW RACK FREEZER AREA
Flow added
Node 1 E(ft)1 factor -thi? step Nominal Fittings- L ft factor
total (Pt)
q) ID Quandi F ft Pf per elev (Pe) NOTES
Node 2 Elev 2 Total flow Actual length foot
(ft) (0) ID T ft (psi) fact (Pf)
311 1 27.75 8,00 27.2 2 - 10.78 120 11.6
312 27.64 105.E 2.087 OT. OE 0,00 0.104 0,0 Velocity-10.1 fps
10.78 1.1
312 27.64 8.00 28.5 2 - 2,90 120 1 127
MBT 27.62 134.1 2.067 IT, OE 10,00 0.162 0.0 Velochy-MB fps
- 12.90 2.1
MBT 27.62 50.48 60.2 2 - 2.27 120 114.8
MB 25.35 194.3 2.067 0.321 1T, OE 10.00 1.0 Velocity-18.6 fps
1997. 3.9
MB 25.35 87.38 193.9 4 - 10.10 12D 19.7
MC 25.25 388.2 4.260 OT, OE O•DO 0.034 0.0 Velocity-8.7 fps
- 10.10 0.3
MC 25.25 130.24 195.9 4 - 9.92 120 20.1
MD 25.14 584.1 4.280 I
OT, OE 040 0.073 0.0 Velocity-13.2 fps
9.92 0.7
MD 25.14 171.47 199.5 4 - 237.46 120 20.9
ME 22.75 783.E 4.280
OT, 1E 0. 0.125
00 1.0 Velocity-17.7 fps
- 237.46 Y9,7
ME 22.75 109.04 0.0 4 - 185.93 120 1 51.6
OT, 2E 18.43 0.3 Velocity-17.7 fps
MF 22.Oo 783.6 4.260 0.125
- 204.36 25.6
MF 22.00 88.98 0.0 6 - 74.78 120 77.5
OT, 2E 37.72 0.2 Velocity-7.9 fps
MG 21.50 783.6 6.357 0.018
- t 12.50 �0
MG 21.50 87.74 0.0 6 - 114.98 120 79.8
OT, 5E 62.87 1.1 Velocity=7.9 fps
MH 19,00 783.E 6.357 0.018
-.- 1 1 .39
MH 19.00 85.49 0.0 6 - 22,87 120 84.0
1T, of 125.73 7.0 Velod"7.9 fps
WWM 2.85 783.6 6.357 0.018
PAV 2-8FV 148.611 2.6
WWM 2.85 104.95 232.1 10 - 5.75 1 120 93.7
- 1T, 2E 96.92 1 0.0 Velocity=3.9 fps
WWG 2.85 1015.7 10.370 0.003
102.67 0.3
WWG. 2.85 1D4.79 0.0 10 - 783.85 140 93.9
OT, 4E 105.47 3.8 Velocity=3.9 fps
XD -6.00 1015.7 10.280 PN 889.32 0.002
1.9
XD -6.00 101.76 0.0 10 - 191.50 140 99.6
YH -1o.5o tol1015.7 10.260 0.002
1T, 1E 108.48 1.9 Velocity=3.9 fps
PIV 299.98 0.6
YH -10.50 100.47 0.0 10 - 60.28 140 102.2
07, 2E 48.22
ZB -2.42 1015.7 10.280 0.002 -3.5 Velocity=3.9 fps
- 108.50 0.2
ZB -2.42 10212 _ 0.0 10 - 7.13 120 98.9
ZC -2.42 1015.7 10.370
OT, 2E 37.82 0.003 0.0 Velocity-3.9 fps
44.95 0.1
Proiect Name: ALDI'5 Paae 0 of 9
Job #: 2011-JOB# PIPE INFORMATION
Calculation Area: NEW RACK FREEZER AREA
Node 1
Elev 1 K Flow added Nominal L ft C total (Pt)
-this step Fittings- factor
(ft) factor (q) ID quantity
and F ft Pf per elev (Pe) NOTES
Node 2 Elev 2 Total flow Actual length foot
(ft) (Q) ID T ft (psi) frict (Pf)
ZC • -2.42 102.06 0.0 10 9.25 120 98.0
FPD -2.42 1015.7 10.370�=CVAKV
78.01 0003 0.0 Velocity-3.9 fps
87.26 0.2 PN-99.3
31 u 13.96 5.60 35.5 1 1 120 40.2
31 13.96 35.5 1.049 1L OE L-13
0.376 0.0 Velocity-13.2 fps
31 13.96 5.45 0.0 1-1/2 12.00 120 42.5
OT, OE 0.00 0.0 Velocity-5.6 fps
32 13.96 35.5 1.610 0.047
1900. 0.6
32 13.96 10.86 35.7 1-1/2 9.04 120 43.1
OT, OE 0.00 0.0 Velocity-11.2 fps
33 13.96 71.2 1.610 0.169
9.04 1.5
33 H
16.12 36.4 1-1/2 11.96 120 44.6
OT, OE 0.00 0.0 Velocity-17.0 fps
34 107.E 1.610 0.363
11.96 I'll4.3
34 13.96 2o.e3 38.1 1-1/2 10.69 120 48.9
NAT 13.96 145.7 1.610 1L OE 8.00 0.637 0.0 Velocity-23.0 fps
18.69 11.9
NAT 13.96 18.68 0.0 1-1/2 0.88 120 60.8
NA 13.08 1T. OE 8.00 0.4 Velocity=23.0 fps
145.7 1.610 0.637
8.88 5.s
NA 13.08 17.82 0.0 3 6.87 120 66.9
NB 13.08 OL OE 0.00 0.0 Velocity-5.6 fps
145.7 3.260 0.020
6.87 0.1
NB 13.08 28.35 86.3 3 - 12.96 120 67.0
NC 25.04 OL 3E 20.16 -5.2 Velocity=8.9 fps
232.1 3.260 0.048
- 33.12 1.6
NC 25.04 29.14 0.0 3 - 112.89 120 63.4
NO
24.00 OL 1E 6.72 0.5 Velocity=8.9 fps
232.1 3.260 0.048
- 119.61 5.8
ND 24.00 27.80 0.0 3 129.72 120 *76.9
NE 22.66 OL 1E 6.72 Velocity=8.9 fps
232.1 3.260 0.046
- 136.44
NE 22.66 26.47 0.0 4 238.93 120 NG 21.66 OL 36.67 Velocity=5.2 fps
232.1 4.260 0.013275.80
NG 21.66 25.79 0.0 4 - 172.16 120 80.9
NH 18.00 232.1 4. OL 5E 0.013
46.08 1.6 Velocity-5.2 fps
260
218.24 2.9
NH 18.00 25.11 0.0 4 - 23.34 120 85.4
WWN 2.85 232.1 4.260 0.013 1T, E 105.34 6.6 Velocity-5.2 fps
PAV 2-BFV 128.67 1.7
WWN 2.85 23.98 0.0 10 - 4.00 120 93.6
WWMr2.85 IT, OE
OE 59.10 0.0 Velocity-0.9 fps
232.1 10.370
63.10 0.0 PN=93.7
Proiect Name: ALDI'S Paae #7 of 9
Job #: 2011-JOB# PIPE INFORMATION
Calculation Area: NEW RACK FREEZER AREA
Flow added
Node 1 E(ff)1 factor -this step Nominal Fittings- ft factor total (Pt)
ID
(q) quaandtity F ft Pf per elev (Pe) NOTES
Node 2 Elev 2 Total flow Actual length foot
(ft) (Q) ID T ft (psi) frict (Pf)
301 28.00 8.00 25.9 2 - 7.72 120 10.5
302 27.94 OT, OE 0.00 0.0 Velocity2.5 fps
25.9 2.067 0.008
7.72 0.1
302 27.94 8.00 26.0 2 - 9.99 120 10.5
OT, OE 0,00 0.0 Velocity=5.0 fps
303 27.83 51.9 2.067 0.028
9.99 0.3
303 27.83 8.00 26.4 2 *#*
120 10.9
304 27.75 0.0 Velocity7.5 fps
78.2 2.067 0.060
0.6
304 27.75 8.00 27.1 2 10.78 120 11.5
305 27.64 105.4+2.UQ61 OT, OE 0•00 0.104 0.0 Velocity=10.1 fps
- 10.78 1.1
305 27.64 8.00 28.5 2 2.90 120 12.7
1T, OE 10.00
MAT 27.62 133.9 2.067 0161 0.0 Velocity=12.8 fps
- 12.90 2.1
MAT 27.62 50.48 60,1 2 2.16 120 14.8
MA 25.46 1T. OE 10.00 0.9 Velocity=18.6 fps
193.9 2.087 0.320
12.16 3.9
MA 25.46 43.82 0.0 4 9,90 120 1g,6
OT, OE U. 0.0 Velocity=4.4 fps
MB 25.35 193.9 4.260 0M0.028
009
- .1 PN=19.7
315 28.00 8.00 26.1 2 .7
316 27.94 OT, OE .0 Velocity=2.5 fps
26.1 2.067
.1
316 27.94 8.00 26.2 2 .8
317 27 83 07, OE 0Velocity=5.0 fps
524 2.067 .3
317 27.83 8.00 26.7 2 - 10.08 120 11.1
OT, OE 0.00 0.0 Velocity=7.6 fps
318 27.75 79.0 2.067 0.061
- 10.08 0.6
318 27.75ka.o 27.4 2 10.78 120 11.7319 27.64 106.5 2.067 OT, OE 0 0.105 0.0 Velocity=10.2 fps
10.78 11
319 27.64 28.8 2 - 2.90 120 12.9
MCT 27.62 135.2 2067 1T, OE 10.00 0.164 0.0 Velocity=12.9 fps
12.90 21
MCT 27.62 50.49 60.7 2 2.37 120 15.1
1T. OE 10.00 1.0 Velocity=18.8 fps
MC 25.25 195.9 2.067 0.326
12.37 4.0 PN=20.1
322 28.00 8.00 26.6 2 - 7.72 120 11.1
323 27.94 OT, OE 0.00 0.0 Velocity=2.5 fps
26.6 2.067 0.008
- 7,72 0.1
323 27.94 8.00 26.7 2 9.99 120 11.2
324 27.83 OT, OE �0.00 0.0 Velocity=5.1 fps
53.4 2.067 0.029
0,3
Project Name: ALDI'S Page #8 of 9
Job #: 2011-JOB# PIPE INFORMATION
Calculation Area: NEW RACK FREEZER AREA
Elev 1 K E
inal L ft C total (Pt)
Node 1 (ft) factorD Fittings- factor
q ty
andi F ft Pf per elev (Pe) NOTES
Node 2 Elev 2 ual len th foot
(ft) D g T ft (psi) frict (Pf)
324 27.83 8.002 - 10.03 120 11.5
325 27.75 67 OT, OE 0.00 0.083 0.0 Velocity-7.7 fps
10.08 0.6
325 27.75 8.00 27.9 2 10.78 120 12.2
326 27.64 108.4 2.067 OT, OE 0.00 O 109 0.0 Velocity-10.4 fps
10.78 1.2
326 27.64 8.00 29.3 2 2.90 120 13.4
MDT 27.62 137.7 2.067
1T, OE 10.00 0.170 0.0 Velocity-13.2 fps
12.90 2.2
MDT 27.62 50.50 61.8 2 2.48 120 15.6
1T. OE 10.00 1.1 Velocity-19.1 fps
MD 25.14 199.5 2.067 0.337
- 12.48 4.2 PN-20.9
308 28.00 8.00 25.9 2 - 7.72 120 10.5
OT. OE 0.00 0.0 Velocity2.5 fps
309 27.94 25.9 2.067 0.008
7.72 0.1
309 27.94 8.00 26.0 2 9.99 120 10.6
OT, OE 0.00 0.0 Velocity-5.0 fps
310 27.83 51.9 2.067 0.028
- 9.99 0.3
310 27.83 8.00 26.4 2 10.08 120 10.9
OT, OE 0.00 0.0 Velocity-7.5 fps
311 27.75 78.4 2.067 0.060
10.08 0.6 PN-11.6
35U 14.13 5.60 43.0 1-1/2 11.96 120 59.0
OT. OE 0.00 0.0 Velocity-6.8 fps
36U 14.13 43.0 1.610 0.067
11.96 10.8
36U 14.13 5.60 43.3 1-1/2 - 10.69 120 59.8
NBT 14.13 86.3 1.610
1T, OE 8.00 0.242 0.0 Velocity-13.6 fps
- 18.69 4.5
NBT 14.13 10.76 0.0 1-1/2 - 1.04 120 64.4
1T. OE 8.00 0.5 Velocity-13.6 fps
NB 13.08 86.3 1.610 0.242
9.04 2.2 PN=67.0
306 27.46 8.00 30.0 2 10.77 120 14.1
OT, OE 0.00 0.0 Velocity2.9 fps
307 27.56 30.0 2.067 0.010
10.77 0.1
307 27.56 8.00 30.1 2 7.85 120 14.1
MAT 27.82 60.1 2.067 0.037
1T. OE 10.00 0.0 Velocity-5.8 fps
17.85 0.7 PN-14.8
313 27.46 8.00 30.1 2 10.77 120 14.1
314 27.56 30.1 2.067 OT. OE 0.00 0.010 0.0 Velocity-2.9 fps
10.77 0.1
314 27.56 8.00 30.1 2 - 7.85 120 14.2
1T, OE 10.00 0.0 Velocity-5.8 fps
MBT 27.62 60.2 2.067 0.037
17.55 0.7 PN-14.8
320 27.46 8.00 30.3 2 - 10.77 120 14.3
OT. OE 0.00 0.0 Velocity=2.9 fps
321 27.56 30.3 2.067 0.010
10.77 0.1
Proiect Name: ALDI'S Paae #9 of 9
Job #: 2011-JOB# PIPE INFORMATION
Calculation Area: NEW RACK FREEZER AREA
Node 1
Elev 1 K now added Nominal L ft C total (pt)
this step Fittings- factor
(ft) factor (q) ID quantity
and F ft Pf per elev (pe) NOTES
Node 2 Elev 2 Total flow Actual length foot
(ft) 1 (0) ID T ft (PSI) fOct (Pf)
321 27.56 8.00 30.4 2 7.85 120 14.4
1T. OE 10.00 0.0 V8100iy=5.8 fps
MCT 27.62 60.7 2.067 0.037
' 17.85 0.7 PN-15.1
327 27.46 8.00 30.8 2 - 10.77 120 14.9
328 27.56 30.8 2.067 07' OE 0.77 0.011 0.1 V81oCItyr3.0 fps
- 10.77 0.
328 27.56 8.00 30.9 2 7.85 120 14.9
MDT 27.62 ]]8 2.067 1T, OE 10.00 0,039 0.0 Velocity-5.9 fps
'0717,8E 0.7 PN-15.6
32U 13.96 5.60 35.7 1 1.13 1 120 40.7
1T, OE 5.00 0.0 Velocity-13.3 fps
32 13.96 35.7 1.049 0.381
6.13 2.3 PN-43.1
33U 13.96 5.60 36.4 1 1.13 120 422
33 13.96 364 1049 1T. OE 5.00 0,393 0.0 Velocity-13.5 fps
6.13 2.4 PN-44.6
34U 13.96 5.60 38.1 1 - 1.13 120 46.3
17, OE 34 38.1 1.049 5.00 0.429 0.0 Velocity-14.2 fps
13.96
- 6.13 2.6 PN-48.9