HomeMy WebLinkAboutF18-0079_FP1_1544570733.pdf WA OF ge,
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HYDRAULIC INFORMATION HYDRAULIC INFORMATION PROJECT DIRECTORY Thomas M. Coakley, CETIS
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OCCUPANCY CLASSIFICATION Great Room OCCUPANCY CLASSIFICATION Garage Western States Fire Protection Co. , -kin -
DENSITY 0.100gpm/ft2 for 1500.00ft2(Actual 206.32ft2) DENSITY 0.100gpmfft2 for 1500.00112(Actual 157.73ft2) NICET Level III
TOTAL HOSE STREAMS 100.00 TOTAL HOSE STREAMS 100.00 FIRE PROTECTION GENERAL Registration#107852 Vail Fire&Emergency Services
CONTRACTOR: CONTRACTOR: 12/11/18
TOTAL HEADS FLOWING 4 TOTAL HEADS FLOWING 4Sprinkler System Layout
K-FACTOR 4.9 K-FACTOR 4.9 WESTERN STATES FIRE PROTECTION NEDBO CONSTRUCTION
TOTAL WATER REQUIRED 154.99 TOTAL WATER REQUIRED 170.44 PETER MAZEN-PROJECT MANAGER PO BOX 3419 `
TOTAL PRESSURE REQUIRED 83.842 TOTAL PRESSURE REQUIRED 83-748 274 CENTER DRIVE VAIL,CO 81659 Signa .
SAFETY MARGIN(psi) +11.787(12.3%) SAFETY MARGIN(psi) +11.041 (11.6%) GLENWOOD SPRINGS,CO 81601 it
Wre Pestern States
Firotection Co.
,a } t 2 3 ar) .,:,
s s 1 7'.l _-. ,
� 420 ___.
, i.7 (303)792-0022
92 0022 PHONE f . w ...�
T L l� Email: peter.mazen�Z7wsfp.us v
274 Center Drive
Glenwood Springs,CO 81601
Tel,970-610-3294
Colorado State Registration# 032
1 1 GENERAL NOTES
OWNERSHIP OF DOCUMENTS
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. ALL MATERIAL, INSTALLATIONS,AND DESIGN OF NEVV AUTOMATIC FIRE SPRINKLER SYSTEMS TO CONFORM TO NFPA 13R, 2016 EDITION. ALL ORAWIIMS SPECIFICATIONS.AA OTHER WORK OF THE EROIIEER FOR THIS PROJECT ARE
INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AMD
N J
SHALL REITIE PROPERTY OF THE ENGINEER IMETHER
2. FIRE PROTECTION SYSTEMS TO BE HYDROSTATICALLY TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI OVER TRE PROJECT IS CCMPLETEO OR HOT.REUSE OF ANY OF THE
INSTRUMOF SERVICE OF TRE EJNEETN.BY TM
OWNER OR OR EX ETTENSICNB OF THE PROJECT NRTROLn
STATIC PRESSURE(WHICHEVER IS GREATER)FOR ROUGH INSPECTION PER AHJ. MAEESRSK OFTHERAG'REEST DEFED.
TFE
INDEMNIFY.AND BOLO WINLESS TIE ENGINEER FROM ALL
3. FIRE SPRINKLER PIPING CANNOT BE CONCEALED BY CEILINGS UNTIL AFTER ROUGH INSPECTION PER AHJ. ` IMS .W ekPkNSES INCMuui"O A""NNEYS
FEES AR i5YNOSIT OFRrTSJrHSRi2Ee NEusE DE IHE
ENGINEER'S INSTRUMCNTSuF SPr.F.NT II►umIEN TNI
� * N N V 4. FIRE SPRINKLERS THAT ARE PAINTED OR DAMAGED AFTER INSTALLATION REQUIRE REPLACEMENT BY RESPONSIBLE PARTY. "r aS
iTHEACns
N ,RkouL'+i,HEOw,.Fr
•
OPEN5. HOLES IN DRYWALL CEILINGS TO BE DONE BY OTHERS
lJ i - - - '' - ---7.- To- - 6. DRILLING HOLES IN STEEL BEAMS TO BE DONE BY OTHERS
1 1 1 1 1 1 1 7- ANY REQUIRED PAINTING OF PIPE DEVICE WIRING,AND FIRE ALARM SYSTEM WORK SHALL BE PROVIDED 6Y OTHERS. INERSR«$�N��TT°TO`PROVIDG°�"'°""TI�TIE
d.5:12 SLOPE 4.5:12 SLOPE MINERS ESPRINKER'TS EMMREwsOFnrvHOlnwcuEs
Approved for install 8. ONCE THE FIRE PROTECTION SYSTEMS HAVE BEEN COMMISSIONED IT IS THE OWNER'S RESPONSIBILITY F°RORYPIFEIfNTO SPRTKLESOFTALVFS WTROLLIHG
rr� �! Great Room•0.100gpm/ft2 for 1500.00112
WATER UCHS EST OSPTOF RERSYSTFi15
rO - - - . . . . I TO INSPECT,TEST,AND MAINTAIN ALL SYSTEMS IN ACCORDANCE WITH NFPA 25.
I I 9. ENTIRE SPRINKLER SYSTEM IS WATER-IT IS THE OWNER AND GENERAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE INSULATION REVISIONS
OPEN TO ABOVE 1
PROTECTI'• SHOWN ON "ER LEVEL i I 201 I r� AND MAINTAIN A CONDITIONED SPACE IN ANY COLD SPACES THE PIPE IS RUNNING. No. DATE DESCRIPTION
® gyp z L I r `° r m I - 10.ALLPIPING TO BE COPPER
•.-. OPEN TO BELOW- 203 1/21 -- 05f22118 FDR APPROVAL
OWN FROM RISER I I 14 D„�J
HTC1b' O" 1'-
D_' K ON UPPER LEVEL I ' I 5'-IO'?� A L
OPEN 'BOVE E.=
sr5 I�� c -g; ,c3 FEED MAIN DOWN
i UP TO i•LEVEL SIDEWALL yt1N'55
- e S - I _ I 0 ,� I
J :Cr TO MIDDLE LEVEL /,
LIP FRO =• EMEN MAIN LyL 1 -i 144 I_ T
EL 29'-D" _ I UP FROM I IECHAnICR s .4/;\4
nR,
^P i o 7=1 ins - M a - ILASEME 1'F: O Ya
+^ -1 T---- :-MAIN UP F EDVEL v O I 1'4%airy
4
. .1
iI .. . .... UP ROM SUPPLY - DEI)c '• ~o �i m __ _- ■ I UP FROM SUPPLY A
�" & PTO RISER + _ e* e
1e) 2t‘
FEEp MAIN r8/.1-
Op
- 'E o o I l� R I ON LOWER LEVEL �C
•SIDEW TO LOVtfERL MASTER UPPER LVL T
!`!I PPER LEVEL 4
J
BEDROC A EL 3s_o' I I I- 1 J� ROOM OPEN TO
T . 7 y ...
BOO SM'LL �1 igl MU T n i_ -X "Z I� i 1 1 • IA?y,` �y�Jy DRAWN 6Y
��.rr,�q::r / 0'-3Y •1 y 170FTanTa{�eRd Peter Ma2en
_ z `
,..1,,11:-...4'-11 8'-11 • O.
I111
' ` , AMA 0
s+ Vail Adventure Ridge
�� il. .' �_ est Bedraom•0.100gpm/ft2For f5. I k213.
D rim
' �� 3, - °� - ,tir -a4 , UP �H - - - - ' �FMad° TPo�! WSFP PROJECT NUMBER
• I
. I \ m Q•RdY!
+ 5-11 Y. �P =r a>airar , I MAIN LEVEL I - _, = ,.. I 7 Mout-Dun.a.,,Q F• r9o4 CloggetSlRey Gallery Q Cojorado SSI& C53027
IIIPIAIS C'. - I I it -0 I I [] STIOwhO�Fd H1iJ5MJm
„ / IT- • b DOWN UNDERNEATH S��IRS - I a 1 - - . 355 FoRCS Road VaPI Vlilaye Arls
-- { �- f fir` •
4'-10'/: 9'-3/i �'?� E Grep'F -• d u LL
TNI M 7 N� ra Io • 80t,y
•1 "� 1 1 I I Fy dl.yYay AID,OC GaI
- GDEST MASTERA 1'•�, v 0'-3/ 0�_3•, _ .ter- .�//
® BEOkpDM ,� '3 �I L
I� ,�+ ' '° Low r Garage•0.1 OOgpm11P for 1500.00fP H
MEM EILING 'r�- •••� LL
J' e � - l F� E, ,.. - 1.�J - rte.... 1-1 I Il \ •1 r• ..
`
J y
UP TO SI DEWALLS
ON UPPER LEVEL ++ U
fe `! a a a
1 1 1 1 Ltit\ - liku
.. .. !.. .
.. i‘ .. :t.1:. • 1 -1 IT t
HYDRAULIC INFORMATION ] IT a, -
OCCUPANCY CLASSIFICATION Master Bedroom A ;..y f G ; `a
MIDDLE LEVEL UPPER LEVEL
DENSITY 0.10Ogpm/ft2 for 275.48W(Actual 275.48W) - r, v v
FF ELEVATION = 8,258' TOTAL HOSE STREAMS 100.00 FF ELEVATION = 8,267' JOB LOCATION 0 . .
TOTAL HEADS FLOWING 4 NOT TO SCALE • inK FACTOR 4.4 -J a N
TOTAL WATER REQUIRED 157.83 07 - - -
Y
TOTAL PRESSURE REQUIRED 83-691c
Q
SAFETY MARGIN (psi) +
1 -IT)
11 T 7 les 2reL
Hanger No.01S
LEGEND
Hanger No.09W
Pipe Strap Top Beam C-Clamp
Sleet I-Beam OK Model 300 Michigan
Bar Joist _ - Top Baern lem
0-Cp Ip r
1) UNDERGROUND SUPPLY Pipe - wihE Lock Nut N
(BY OTHERS) Wood Screw v18 x1..6'
0 F.
-IL\ •
T g1 All
2} W I L KE NS PRV# 500 Pipe Strap{Short, Nem Inch • - e Rod 8
3) CITY-SIDE PRESSURE GUAGE - e
1 1 1 1 1 1 1 4) 1-112"WILKINS 860 REDUCED I /...d l 0 0 al
PRESSURE ZONE BACKFLOW PREVENTER / _ / = / ew ex
WITH TAMPERED CONTROL VALVES / / / / .,
110110
(WIRING BY OTHERS) Swivel Ring_ Pim
\ / / / / / / / / / / / / /
/� J /�' S}AIR GAP PIPED TO FLOOR DRAIN 1�
6) POTTER VSR-F FLOW SWITCH
�� ° (WIRING BY OTHERS) WrodJGis1 Remy co
OPEN#D OVE
15ED 1 •, BEDR OM •.. 7) INSPECTION TEST VALVE Nate an Plan.Hanger Number and"A'Dimension
PIPED TO FLOOR DRAIN
/ `� `, , 1 \ -/ 8) IL CHECK VALVE NORTH
9) SYSTEM-SIDE PRESSURE GUAGE HANGER NO.15W HANGER NO.14W
SIDE SAMMY SCREW ■
S'-7 11=2 i
11*:„...
_ -
V ;� SAMMYAND RODg DECK S ‘41%
NVNO LIVING SPACOE ABOVE r m dJ I 0� C. � I I� \ a [ ►�+ f S de Sammyscraew L j
,� (31.,,[1-,:- *__
.�. •. •1 II � , y rTJI•Joist
Ir . ilil I 1 ■I:�rrrrr. �.-=
: .,:sr ' EMill _I.. r�$ _ lee . /U r \
Nearest Inch c nIl = Sammy screw
'� CEILING HBGHT k,+ •�Z� ?��D /
\ Thread i t 2 q 4 8
AI
_ r gold,
gig
,� . 1 b'AT ALL POINTS '� Q,Y7- pE 1\./
I Rod .= ..
I`I� - a 4-7' 10'-6 OE��2a '\,/,-/ ax2', Round tO 4 nAllJPre.Drlll HOIa SCALE 118"=V-0'
UP TO TOP LEVEL SlDE1NALL Q Nearestlnc► 7h Lad
li h� *51
- j ' Swivel Ring�K R� 910 Da I � •
6,- riaripri UP TO RISER
im
C '7a i ON UPPER LEVEL /kik
AK
i 1 1 r� �^ STA% STA �R anger Number and'A'Dimension Swkel Ring (2 )
`I� r G W/D W/D .,, r ' CB LIN• HIGHER THAN H• WRY Note On PLifE H
1 1 c 1 /
1 1 T N ► l,� l+ 1 PROTECTION SH e W•-ON MAIN LEVEL �1 Note On Plan;Hanger Number and'A'Dimension
IlI
4'- la
7'-7% 2'-09: ' ��+�JJ
4 DOWN F•O
r 1■ Hanger No. 17W
CE)-- - - - - / '' - - - - - - - Pipe Strap p
L } Hanger No. 16W 9
�' -��- Pipe Strap
ZS
•
x ®1 ' / 1 `-.
I Pipe Sher �I
- ,-- -BED300M \ ` Woad Screw 012 x 13:"
0 . \
[.J \ I. Q Wood&HAW#12 x 114•
,t”-•,*
,ifimiII Pip. i co
CO
111 .i nI 0 2 0
/ CT1 / / /
/ . / / / / / -
F in 4 -ipe Strap / / / / / / / I n
� � � 14)
0 REDUCTION FOR
ID - 1 Wood Joist or Be,
el
• FLOW DATA
To ��� p TAKEN FROM FEBRUARY APPLIED(58.66%) Wood Joist or Beam
E LOWER LEVEL •^'7 355
FEB. REST RD Supply Flow Test Data SECTION VIEW
-0 FF ELEVATION = 8,249' 100 Static Pressure 100 RISER DETAIL NOT TO SCALE
95 Residual Pressure: 16.8 HANGER DETAILS
o 1300 Flow 762
L_
to ELEVATION = 8,262'
to
co 175' FROM FLOW TEST LOCATION TO WATER ENTRY
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PRINT DATE
cv
0 05/22/18
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FP1