HomeMy WebLinkAboutF16-0016_FP4_1478909315.pdfA
7/12
UNDER CAB
H
F
B
A
G
VFY ELEV.
HOISTWAY REQ'S
co2
co2
co2
SD
SD
SDSD
SD
FLAT CLG
@ 8'-0"(FIN)
VAULTED
FLAT CLG
@ 6'-11-9/16"(FIN)
FLAT CLG @
8'-0" (FIN)
VAULTED
VAULTED
FLAT CLG
@7'-10"(FIN)
FLAT CLG @
7'-10" FIN)
FLAT CLG @
7'-10" (FIN)
FLAT CLG
@ 7'-10"(FIN)
VAULTED
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
ROOF SLOPE
FLAT CLG
@ 7'-8"(FIN)
FLAT CLG @
7'-8" (FIN)
FLAT CLG
@ 7'-8" (FIN)
VAULTED
VAULTED
FLAT CLG
VAULTED
FLAT CLG @
7'-10" (FIN)
SD
FLAT CLG @
7'-8" (FIN)
FLAT CLG @
7'-10" (FIN)
SD
SD
SD
SD
7'-9-3/8"
Plate Ht-Fin Clg
13'-4"
Ridge-Fin Clg
13'-4"
Ridge-Fin Clg
7'-9-3/8"
Plate Ht-Fin Clg
FLAT CLG
@ 7'-8"(FIN)
FLAT CLG
@ 7'-8" (FIN)
FLAT CLG
@ 7'-8" (FIN)
FLAT CLG
@ 7'-8" (FIN)
FLAT CLG
@ 7'-8" (FIN)
7'-8"
Plate Ht-Fin Clg
7'-8"
Plate Ht-Fin Clg
7'-10"
Plate Ht-Fin Clg
7'-10"
Plate Ht-Fin Clg
14'-9"
Ridge-Fin Clg
14'-9"
Ridge-Fin Clg
FLAT CLG
@7'-10"(FIN)
FLAT CLG @
7'-10" (FIN)
VAULTED
7'-8"
Plate Ht-Fin Clg
DA Name: 1
DA Area: 298.58
104 heads for this project
36 heads for lower level
30 heads for main level
38 heads for upper level
This system as shown on company print no dated
for at
contract no is designed to discharge at a rate of
a maximum area of when supplied with water at a rate of
Occupancy classification:
Commodity classification:
Maximum storage height:
Storage arrangement:
Number of heads flowing:
System Type:
Maximum velocity:
Flow from In-Rack sprinklers:
Flow from Overhead sprinklers:
Flow from Inside Hoses:
Flow from Outside Hoses:
Other fixed flows:
Total flow in system piping:
Additional flow at/beyond source:
Total of all flows:
Calculation results for Design Area
JSPIWð /PLQPð RI IORRU DUHD RYHU
-
Surplus Pressure at Source:
Pressure Required at Source:
Pressure Available at Source:
at at the base of the riser.
Hose stream allowance of is included in the above.
1 Living Room
Phoenix
Hughes Res 994 Ptarmingan
0.1
IWð
79.4 gpm
57.7 psi
Res
4
Wet
13.9 ft/s
0 gpm
79.4 gpm
0 gpm
0 gpm
0 gpm
79.4 gpm
0 gpm
79.4 gpm
57.7 psi
79.4 psi
21.7 psi
5 16 16
ACCEPTING THIS COPY IS DEEMED AS AGREEING TO THE FOLLOWING: THIS DRAWING COPY, ITS CONTENTS,
INFORMATION AND PRINCIPALS OF DESIGN ARE THE EXCLUSIVE PROPERTY OF THE FIRE PROTECTION
CONTRACTOR LISTED AND MILE HIGH DESIGN GROUP, LLC AND IS BEING SUBMITTED TO YOU WITH THE
UNDERSTANDING THAT IT IS NOT TO BE REPRODUCED, COPIED OR MODIFIED IN ANY MANNER; NEITHER SHALL
IT BE RELAYED IN WHOLE OR IN PART TO ANY OTHER INDIVIDUAL OR FIRM FOR ANY OTHER PROJECT OR
EXTENSION OF THIS PROJECT EXCEPT THRU WRITTEN AGREEMENT WITH THE FIRE PROTECTION CONTRACTOR
AND MILE HIGH DESIGN GROUP, LLC. ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY
TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION
CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR
INSTALLATION OR INSPECTION OF WORK INSTALLED. THESE PLANS ARE DIAGRAMMATICAL ONLY. ON SITE
COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL, AND
STRUCTURAL. ANY ALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN
GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH
ANY OBSTRUCTIONS. IF ADDITIONAL FIRE SPRINKLER PIPING AND/OR FIRE SPRINKLER HEADS ARE REQUIRED
THIS WILL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR. ALL CHANGES MUST ME APPROVED
BY MILE HIGH DESIGN GROUP, LLC
THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT
FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM -5151 Bannock St.
Denver, CO
80216
303-291-1012
303-383-5023 FAX
firesprinkler@afssco.com
A FIRE SPRINKLER
DESIGN COMPANY
Vail Fire & Emergency Services
06/06/16