HomeMy WebLinkAboutBlueberry Path - Kingsway - Bldg 124 Fire Protection - Ground FloorREFER TO RISER DETAIL
SIRE WATER SERVICE
BY OTHERS
efRouNr)
SCALE:
PRESSURE
EXTERIOR TRERICE NO,b00C � .
WALL GAUGE (0-160 PSI), INSTALL
WITH NO, 565 GAUGE COCK.
TEST HYDRANT POTTER MODEL vSR-SF
FIRE DEPT. CONN FLOW SWITCH. NOTES
OF a TYPE 51zE G
FIRST FLP- APPROVED BY CNK vLv
GRADE LOCAL FD FIRST FLOOR --- li�z�� F�
GUP 13 I. All work shall be installed in a first-class manner consistent with the best current
SUPERVISED
FILL practices. Items not shown on the Drawing, but which are necessary to make a
HYDRAULIC NODE t'''
BALL vALVE j trip" complete Fire Protection System, shall be furnished and installed as part of
(TYPICAL) 15 14 F P 11i2" the work under this contract.
2. All work shall be installed to compliance with NFPA 13R and all governing Godes.
{ t ant against all defects
IN -FLOW REDUCED PRESSURE (L E 3. All materials and workmanship shall carry the standard Warr
O _ for period not less than one (l) year from the date oaep ah ch may develop
lb nce 0
BACKFLOW PREY. a ui Ment or workmanship
WATTS 009 OR •� AMTROL EXP Qin Ahinault due to ehellcbe made materials,
Gforrthwith, by and at the expense of the
AMES 4000B. TANK MODEL
NO. ST -5 MechanicalpContractar, including any damage done to areas, materiels, and other
GROUND FLR. systems resulting from this fallure.
D. 0. vLv
L4. all layouts eredteramatic end finaarrangeshell suit field conditions.
WATER MAIN _
arts o
atching or masonry, concrete, wood framing and other p
5. Cutting and p
the structure aha II be performed by the General Contractor.
FIRE
SERVICE 6. All piping shell be CPvC and/or Schedule 4m steel.
FOUNDATION
15 INTENDED FOR HYDRAILIG CALCULATION REFERENCE �, A final system test shell be conducted to the presence of the Yarmouth Fire Dept.
NOTE. THIS DETAIL
ONLY AND 15 NOT A CONSTRUCTION DETAIL. R15F-R DET,41L.
g, The sprinkler. system shaec tonilsolduwith a tion s ecnfic ly listed eoz use solution
Baz eMaual � er CPvG..
WATER CJEFV CE DETAIL
NTS WITH GLYCOL FtreFighter freeze Prot p
FOR HYDRAULIC CALCULATIONS ONLY
HYDRANT TEST
TEST DATE IC.'?/98
TEST HYDRANT - 44 PSI STATIC
38 PSI RESIDUAL
FLOW HYDRANT - 61b2 GPM
TEST PERFORMED BY ARH ENGINEERING, INC.
HYDRAULICALLY DESIGNED SPRINKLER SYSTEM
NFPA 13 R "WET SYSTEM"
DESIGN AREA - DWELLING UNIT
NO. OF DESIGN SPRINKLER5 - 4
SPRINKLER DEMAND FLOW - 33.79 GPM
INSIDE HOSE STREAM - 0
OUTSIDE HOSE STREAM 100 GPM
RESIDUAL PRESSURE REQUIRED - 35 2 P51
RESIDUAL PpES5URE AVAILABLE - 44.0 PSI
k:3.0, LISTED RESIDENTAL
SPRINKLER LEGEND
_
CENTRAL MODEL LF RESIDENTAIL
SIDE WALL, 3/5" ORIFICE, 35 K
a RECESSED ESCUTCHEON (WHITE)
CENTRAL MODEL LF RESIDENTIAL
PENDANT, 3/8" ORIFICE, 3.0 K
RECESSED ESCUTCHEON (WHITE)
PIPE RISER THROUGH FLOOR
C—PIPE DROP
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DRAWING TITLE:
FIRE {PROTECTION
GROUND FLOOR
AND DETAILS
DRAWN BY:
NOG
CHECKED BY:
DAG
DATE:
APRIL 4, 2000
REVISED:
APRIL 11, 2000
PROJECT NO.
48338
SHEET
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DRAWING TITLE:
FIRE {PROTECTION
GROUND FLOOR
AND DETAILS
DRAWN BY:
NOG
CHECKED BY:
DAG
DATE:
APRIL 4, 2000
REVISED:
APRIL 11, 2000
PROJECT NO.
48338
SHEET
1.
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DRAWING TITLE:
FIRE {PROTECTION
GROUND FLOOR
AND DETAILS
DRAWN BY:
NOG
CHECKED BY:
DAG
DATE:
APRIL 4, 2000
REVISED:
APRIL 11, 2000
PROJECT NO.
48338
SHEET
1.