HomeMy WebLinkAboutF14-0008 denied10
'
-
0
"
10
'
-
4
38"
SLOPE GRADE AWAY FROM
BUILDING FOR POSITIVE
DRAINAGE-TYP.
3
12
3
12
MAR-FLEX DRAIN AND DRY BOARD
OVER WATERPROOFING AT
FOUNDATION WALL TO GRADE.
FILTER FABRIC AROUND
COURSE GRAVEL
AROUND 4" PERFORATED
FOUNDATION DRAIN PIPE-
DRAIN TO DAYLIGHT
RIDGE BEAM
RE: STRUCTURE
3
12
DECO STEEL BEAM
AT SOFFIT BEYOND
4" STONE CAP - TYP.
EXTEND WATERPROOFING
24" MIN. ABOVE GRADE - TYP.
SEE ELEVATIONS FOR FINISHES - TYP.
SEE GENERAL ASSEMBLY
NOTE FOR CONC. SLAB
ON GRADE - TYP.
PAINTED METAL FINISH
@ EXPOSED FACE OF
FOUNDATION - TYP.
INTEGRATED GUTTER - TYP.
CUSTOM METAL
CHIMNEY CAP
SEE STRUCTURE FOR
ROOF FRAMING
STAIR GUARDRAIL
WELDED TO
C CHANNEL
ELEVATION BEYOND
3'-35 8"
EXPOSED STEEL CHANNEL
STAIR STRINGERS
STAIR GUARDRAIL
WELDED TO
C CHANNEL
HORIZONTAL
GUARDRAIL
MOUNTED TO
FLOOR
3'-1138"6'-512"
BEAM OFFSET 1 14" EAST
OF GRID E TO FLUSH WITH
FRAME WALL
FRAMELESS GLASS DOORS
ON BARN DOOR HARDWARE
AT OPENING
3'-738"4'-612"
SEE RCPs FOR
DECO BEAM
LOCATIONS
3"3"
EXPOSED CONCRETE
AT INTERIOR SURFACE
DRIVEWAY
SURFACE
CRAWLSPACE
Flush
Single
FDC
Horn &
Strobe
65 total sprinkler heads
MIS-REPRESENT THE EXACT LAYOUT OF THE
LAYOUT & CALCULATIONS.
AID THE AUTHORITY HAVING JURISDICTION WITH
SPRINKLER SCHEMATIC MAY IN SOME CASES
SPRINKLER SYSTEM. IT IS INTENDED TO HELP
51
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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 -
THIS SET OF FIRE SPRINKLER SHOP
DRAWINGS HAVE BEEN REVIEWED
AND FOUND TO BE ACCEPTABLE BY
TIMOTHY N. TROSTEL, JR - N.I.C.E.T.
IV # 102055. SR. ENGINEERING
TECHNICIAN - FIRE PROTECTION
NATIONAL INSTITUTE FOR CERTIFICATION IN
ENGINNERING TECHNOLOGIES
____________________________________/____/____
3 heads
T/S T/S
SD
SD/COD
SD
BLOCKING IN SOFFIT AS
NEEDED FOR SUSPENDED
BED ANCHORS
FLAT CEILING
W/ GYP. BD. FINISH
TYP.
FLAT CEILING
W/ GYP. BD. FINISH
TYP.
FLAT CEILING
W/ GYP. BD. FINISH
TYP.
OPEN TO
ABOVE
EXPOSED BOTTOM
OF STRINGERS AND
TREADS ABOVE
SOFFIT
LINE
STEEL/WOOD
COLUMN
F
F
F
BLANK PLATE CEILING
RECEPTACLE FOR
FUTURE POOL TABLE
FIXTURE
FF
MECHANICAL
DUCT TO ABOVE
BATH TWO VENT
IN DECK SOFFIT
EXPOSED T&G
WD. DECKING @
EXTERIOR SOFFIT - TYP.
RE: STRUCTURE
CRAWLSPACE
UNEXCAVATED
F
BLANK PLATE
CEILING
RECEPTACLE
FOR FUTURE
FIXTURE
F
F
F
RECESSED FIXTURES
WITH PROTECTIVE CAGE
THIS ROOM
64.80 0.00
58.50 1321.00
Calculations are made after a 10%
reduction in water pressure
Test Results
Pressure Flow
72.00 0.00
65.00 1321.00
65 total sprinkler heads
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S
P
R
I
N
K
L
E
R
DE
S
I
G
N
C
O
M
P
A
N
Y
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 -
THIS SET OF FIRE SPRINKLER SHOP
DRAWINGS HAVE BEEN REVIEWED
AND FOUND TO BE ACCEPTABLE BY
TIMOTHY N. TROSTEL, JR - N.I.C.E.T.
IV # 102055. SR. ENGINEERING
TECHNICIAN - FIRE PROTECTION
NATIONAL INSTITUTE FOR CERTIFICATION IN
ENGINNERING TECHNOLOGIES
____________________________________/____/____
SD
UP
UP
UP
UP
UP
UP
UPUP
FLAT CEILING
W/ GYP. BD.
FINISH
EXPOSED T&G
WD. DECKING @
EXTERIOR SOFFIT - TYP.
RE: STRUCTURE
FLAT CEILING
W/ GYP. BD.
FINISH
VAULTED CEILING
W/ GYP. BD. FINISH
FLAT CEILING
W/ GYP. BD.
FINISH
VAULTED CEILING
W/ GYP. BD. FINISH
SEE UPPER LEVEL
RCP FOR LIGHTING
THIS AREA
SOFFIT LINE
CUSTOM BEAM
RE: STRUCTURE
EXPOSED BOTTOM
OF STRINGERS AND
TREADS ABOVE
FF
F
F
F F
JBOX W/
BLANK FOR
FUTURE
LIGHT/FAN
JBOX W/
BLANK FOR
FUTURE
LIGHT/FAN
F
F
F
6x12
6x12
6x12
6x12
6x12 6x12
6x12
6x12
DECORATIVE W6x20 STEEL
BEAMS-TYPICAL
GARAGE STORAGE
SOFFIT
EXPOSED STEEL
AND WOOD BRACE-TYP.GROUPING OF
FIXTURES
VAULTED CEILING
W/ GYP. BD. FINISH
W/ ACCENT WALL
6x12
6x12
6x12
SHALLOW DEPTH
CAN AT LANDING
TILE FINISH
AT SHOWER
SEE KITCHEN DESIGNER
DRAWINGS FOR
CABINET DESIGN THIS
AREA
FLAT CEILING
W/ WOOD
PLANK FINISH
F
DASHED LIGHT
LOCATED AT LOFT
CEILING ABOVE
DA Name: 2
DA Area: 752.53
DA Name: 3
DA Area: 447.34
14'x14'
spacing
16'x16'
max
spacing
16'x18'
max
spacing
fire department
connection
65 total sprinkler heads
SD/
COD
SD
UP
UP
UP
VAULTED CEILING
W/ GYP. BD. FINISH
FLAT CEILING
W/ GYP. BD.
FINISH
UP
VAULTED CEILING
W/ GYP. BD. FINISH
DECORATIVE W6x20
STEEL BEAMS-TYPICAL
EXPOSED T&G
WD. DECKING @
EXTERIOR SOFFIT - TYP.
RE: STRUCTURE
LOFT PLATFORM
LINE ABOVE
F
6x12 6x12
6x12
8x168x16
8x12
8x12
RIDGE BEAM
RE: STRUCTURE
JBOX W/
BLANK FOR
FUTURE
LIGHT/FAN
DA Name: 1
DA Area: 398.41
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 RIIORRUDUHDRYHU
-
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.
3 Garage
Stockton Res
0.05
IWð 54 gpm 59 psi
Res 4
Wet
19.8 ft/s
0 gpm
54 gpm
0 gpm
0 gpm
0 gpm
54 gpm
0 gpm
54 gpm
59 psi
64.8 psi
5.8 psi
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 RIIORRUDUHDRYHU
-
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.
2 kitchen/dinning
Stockton Res
0.05
IWð 81.9 gpm 62.3 psi
Res 4
Wet
10.39 ft/s
0 gpm
81.9 gpm
0 gpm
0 gpm
0 gpm
81.9 gpm
0 gpm
81.9 gpm
62.3 psi
64.8 psi
2.5 psi
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 RIIORRUDUHDRYHU
-
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 upper level
Stockton Res
0.05
IWð 74 gpm 59 psi
Res 4
Wet
13.31 ft/s
0 gpm
74 gpm
0 gpm
0 gpm
0 gpm
74 gpm
0 gpm
74 gpm
59 psi
64.8 psi
5.8 psi
51
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c
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c
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S
P
R
I
N
K
L
E
R
DE
S
I
G
N
C
O
M
P
A
N
Y
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 -
THIS SET OF FIRE SPRINKLER SHOP
DRAWINGS HAVE BEEN REVIEWED
AND FOUND TO BE ACCEPTABLE BY
TIMOTHY N. TROSTEL, JR - N.I.C.E.T.
IV # 102055. SR. ENGINEERING
TECHNICIAN - FIRE PROTECTION
NATIONAL INSTITUTE FOR CERTIFICATION IN
ENGINNERING TECHNOLOGIES
____________________________________/____/____