HomeMy WebLinkAbout447 Route 28 Site Plan (3)NEV,! 6" DUCT!'_c IFON
FIRE PROTECTION WATER SER`
(COORD!"ATE LOCATION ',MTH
RE.0
HEAD BLOCK
SYM
CNT
POSITION
FINISH
TEMP
K
NPT
SIN
MFG.
Do
78
UPR
BRASS
155
5.60
1/2"
VK300
VIKING
chi
2
DRY PEND
WHITE
155
5.60
1"
VK180
VIKING
Surplus Pressure at Source: 17.2 psi
3
PEND
WHITE
155
5.60
11/2
VK302
VIKING
GIF-INFRAIL NOTFS:
11
, SYSTE�,.l IS WET PIPE, HYDRAULICALLY CALCULATED PER NEPA 13. (2013)
ORDINARY HAZARD GROUP II TO A DENSITY OF .20 GPM/1500 SQ. FT.
2. OCCUPANCY IS MERCHANTILE
3. PIPING 1 1/4" TO 6" IS SCHEDULE 10 WITH MECHANICAL TEE OUTLETS AND ROLL
GROOVED F �,lDS WITH GROOVED COUPLINGS AND FITTINGS. 1" PIPING IS SCHEDULE 40
WITH THREAED ENDS AND D.I. THREAED FITTINGS.
BEAM CLAMP
BEAM CLAMP '
TYPICAL TRAPEZE HANGER DETAIL
HUNG FROM TOP OF JOIST — —
TYPICAL TRAPEZE HANGER DETAIL
HUNG FROM BOTTOM Or JO'ST
ROD
ROD
3
WITH INTERMEDIATE ROOF FRAMING
REFER TO STRUCTURAL SHOP DRAWINGS
FOR COLLATERAL LOAD LIMITS OF PURLINS
(ADD SUPPLEMENTAL FRAMING AS NECESSARY)
BEAM CLAMP
7
ROD
3
TYPICAL HANGER DETAIL
HUNG FROM TOP OF JOIST
T
EAM CLAMP
4
HT
READED ROD
BEAM CLAMP 5 \—.er -PE RING
TYPICAL HANGER DETAIL
HUNG FROM BOTTOM OF JOIST
;EAL PIPE DROP
ALL FRAMING
VIDE ACCESS DOOR)
;PECTOR'S TEST CONNECTION —
JALL ON REMOTE BRANCH LINE,
LVE AT MAXIMUM OF 7' AFF
CHARGE ON GRADE AT EXTERIOR
NOTE:
OWNER IS RESPONSIBLE FOR PROVIDING
ADEQUATE HEAT (40 DEGREES F)
OWNER IS RESPONSIBLE FOR MAINTAINING
THE SPRINKLER SYSTEM PER NEPA 25
Calculation results for Design Area 1
- STOREFRONT
This system as shown on NEFS
company print no dated 12/15/16
for DOLLAR GENERAL
at 447 MAIN STREET
contract no is designed to discharge at a rate of 0.2 gpm/ft' (L/min/M2) of floor area over
a maximum area of 1570 ftZ when supplied
with water at a rate of 402.7 gpm at 56.4 psi at the base of the riser.
Hose stream allowance of _
is included in the above.
Occupancy classification: OH II
Number of heads flowing: 14
Commodity classification:
System Type: Wet
Maximum storage height: _
Maximum velocity: 15.37 ft/s
Storage arrangement:
m LSI
Flow from In -Rack sprinklers:
0 gpm
Pressure Required at Source: 56.4 psi
Flow from Overhead sprinklers:
402.7 gpm
Pressure Available at Source: 73.6 psi
Flow from Inside Hoses:
0 gpm
Surplus Pressure at Source: 17.2 psi
Flow from Outside Hoses:
0 gpm
o
Other fixed flows:
0 qpm
Total flow in system piping:
402.7 gpm
Additional flow at/beyond source:
250 gpm
Total of all flows:
652.7 gpm
Z J
SPRINKLER HEAD LOCATION DETAIL
UNOBSTRUCTED CONSTRUCTION
1" DROP NIPPLE
SUSPENDED
CEILING
TYPICAL UPRIGHT SWWKLER HEAD
1" N1PP1E
— BRAMCFiL1WE
UPRIGHT HEAD DETAIL
ALARM BELL
DRAIN------------
RISER
RAIN—`
1" CLOSE NIPPLE
BRANCHLINE
1" X 1/2" REDUCER
TYPICAL SEMI—RECESSED
SPRINKLER HEAD
DROP CEILING AREAS
BRANCHLINE
PIPING
WELD -0 -LET
1" NIPPLE
1" PLUG
DRY PENDENT
HEAD
= CO DSR -1
Z s PRINKLER E
DRY PENDENT
HEAD DETAIL
TO SYSTEM
SPARE HEAD BOX W/SPARE HEADS
AND WRENCH
n
4" - RISER MANIFOLD
W/ 3/4" RELEIF VALVE SET AT 175 PSI,
TEST/DRAIN VALVE WITH 1/2" TEST ORFICE,
FLOW SWITCH, PRESSURE GAUGE
4" - AMES 200 COLT
BACK FLOW W/ GR.
BUTTERFLY GATE VA. TOWN OF YARMOUTH
AND TAMPER SW -REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR 01WAISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT'
COMPLIANCE.
DATE: j
BUILDING OFFICIAL
RISER DETAIL
Cosentini Associates, Inc.
Consulting Engineers
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Scale: i/8"-1 -0"
LU
LU
C:d
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LL
m LSI
CD
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1111111
Cosentini Associates, Inc.
Consulting Engineers
Scoff W Dwyer SC -006008
EXP. 10/14/17
Drawing Date: 12/15/16
Drawn By: TB
Scale: 1/8"=1'-0"
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L_Li
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Scale: i/8"-1 -0"
LU
LU
C:d
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LL
Scoff W Dwyer SC -006008
EXP. 10/14/17
Drawing Date: 12/15/16
Drawn By: TB
Scale: 1/8"=1'-0"
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Sheet Title
DETAILS
SITE PLAN
FP - 1
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