signed - Deaconess_3-19_FP-1Light Hazard•0.10gpm/ft² for 952ft²
101
7'-4½4'-84'-9Existing
IDTextContent
AC_WIDO_ID
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AC_WIDO_IDAC_WIDO_ID
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EC A4 A4
108 115
116
119 120 121
122 123
125
1-1/2x1
MT
102 103 104
105
15
2½9'-4112'-0111'-1112'-22
13'-10½1¼2'-21
12'-11
1½
8'-5
1
8'-5 7'-06'-0
11'-016'-219'-019'-5½112'-012'-119'-3112'-0109 110 112
110'-60'-48 61 2
3
4 2½45
Hydraulic Information
OCCUPANCY CLASSIFICATION Light Hazard
DENSITY (gpm/ft²)0.10 for 1500ft² (Actual 952ft²)
QUICK RESPONSE REDUCTION 10'-0 Ceiling (40.0%) 900ft²
TOTAL HOSE STREAMS 100.00
DRY CAPACITY 0.00gal
TOTAL HEADS FLOWING 9
K-FACTOR 5.6
TOTAL WATER REQUIRED 275.98
TOTAL PRESSURE REQUIRED 59.906
BASE of RISER (gpm)175.98
BASE of RISER (psi)59.873
SAFETY MARGIN (psi)+25.852 (30.1%)Deaconess3-18.cad PRINTED ON 03/19/24 AT 14:30:161 FLOOR PLAN
SCALE: 1/4" = 1'-0 Deaconess RockridgeNTS
SITE MAP2
EXISTING SYSTEM RISER - DIAGRAMMATIC
NTS3
FLEX HOSE TO BE VICTAULIC VICFLEX AH2 SERIES.
HYDRAULIC CALCULATIONS ASSUME THAT ALL FLEX
HOSES ARE 72" LENGTH, 1/2" OUTLET WITH EQUIVALENT
LENGTH OF 55'-0".
NTS4INSTALLATION DETAILS REVISIONSSheet 1 of 1
Seal
North
Sheet TitleNODATEProject Name and AddressDrawing Date:
Scale:
Drawn By:
Contractor:PERMIT DRAWING1GENERAL NOTES
SITE PLANS
& DETAILS &
FLOOR PLANNorthampton, MaFP-125-37 Coles Meadow Rd03-19-24413-589-0672Ludlow, MA 01056
MA. LICENSE NO: SC-148712
MA. EXP: 4-21-25
CT. LICENSE NO: FRP.0041560-F1
CT. EXP: 10-31-24
533 Center Street - PO Box 582
THESE CONSTRUCTION DOCUMENTS
HAVE BEEN DESIGNED BY IMPACT FIRE
SERVICES, INC. A MASSACHUSETTS
LICENSED SPRINKLER CONTRACTOR
(LIC. # SC-148712) FOR INSTALLATION BY
IMPACT FIRE SERVICES, INC., AND
ALTHOUGH STAMPED BY A
PROFESSIONAL ENGINEER, OWNERSHIP
AND USE OF THESE DRAWINGS AND
DOCUMENTS ARE INSTRUMENTS OF
PROFESSIONAL SERVICE AND SHALL
REMAIN PROPERTY OF IMPACT FIRE
SERVICES, INC. THESE DOCUMENTS ARE
NOT TO BE USED IN WHOLE OR PART
FOR ANY OTHER PROJECTS, BUILDINGS,
OR PURPOSES, OR BY ANY PARTIES
OTHER THAN THOSE PROPERLY
AUTHORIZED BY CONTRACT WITHOUT
THE EXPRESS WRITTEN AUTHORIZATION
OF IMPACT FIRE SERVICES, INC.
03-19-2024
CD
Impact Fire
1/4" = 1'-0"IMPACT JOB #: 117-332808124'
2'
10'12'8'
6'
6'12'10'6'
4'
2'2'
1/4"=1'-0"
GRAPHICAL SCALE REPRESENTATION
4'0'
0'
8'1/8"=1'-0"
VICFLEX AH2 BAIDED HOSE EQUIVALENT LENGTH DESIGN GUIDE
BRANCHLINE
1" ELL
1" NIPPLE
ACT CEILING
PENDENT W/ COVER PLATE
1" ELL
1" DROP
TYP. RETURN BEND ASSEMBLY
WITH VICTAULIC AH2 FLEXHOSE ALL FLEX HOSES ARE 72" LENGTH 1/2" OUTLET WITH AN EQUIVALENT LENGTH OF 55'-0"HYDRAULIC CALCULATIONS ASSUME MAXIMUM HYDRAULIC LOSS
TOP BEAM CLAMP
1/2" A.T.R. FOR 6"-8" PIPE3/8" A.T.R. FOR 1"-4" PIPE
HANGER RING PERMIT DRAWINGGAUGED HYDRANT
+0 ELE
FLOW HYDRANT
+0 ELE
6"
AREA OF SCOPE
1354 SQ FT
+0 ELEV
UNABLE TO GET UP TO DATE FLOW
TEST DUE TO COLD SEASON
8"
4"
2.5"
TO TENANT SPACE
BASE OF RISER
4" DCVA
4"
4"
6"
0.10 GPM/FT² OVER 1500 FT² WITH A 100 GPM HOSE STREAM PER AREA / DENSITY METHOD PER NFPA 13 11.2.3.2. 40% QR REDUCTION TO 900 FT² APPLIES PER NFPA-13 SECTION 11.2.3.2.3. 952 ACTUAL FT² HYDRAULICALLY CALCULATED WITH REDUCTION.
Sprinkler Legend
Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note
Generic 11 5.6 Pendent ½Quick Chrome 200°F DEMO
Victaulic V2708 FL-QR 14 5.6 Pendent ½Quick Chrome 200°F New Recessed Pendent
Total = 25
4"
3.DENSITY/AREA:
CONDUCTED BY:
58
LOCATION:
STATIC:
IMPACT FIRE SERVICES
COEFF:
DPW
87
25 COLES MEADOW RD
ORIFICE:
1:00 PM
RESIDUAL:
0
PSI
0.9
ELEVATION:
INCH
NORTHAMPTON, MA
WITNESSED BY:
GPM
PITOT:
TEST DATE:
FLOW:720
7/19/2016
52
2.5
PSI
FT
PSI
WATER FLOW INFORMATION
TEST TIME:
7. PENDENT SPRINKLERS ARE TO BE INSTALLED VISUALLY STRAIGHT AND ARE TO BE LOCATED IN THE CENTER OF THE CEILING
15. DENOTES HYDRAULIC REFERENCE POINTS.
4. OCCUPANCY:
GENERAL NOTES:
17. SPRINKLER HEAD DEFLECTOR DISTANCE 1"-6" MAXIMUM BELOW STRUCTURAL MEMBER NOT TO EXCEED 22" BELOW THE DECK
4. PIPING TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE.
WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES AND GROOVED ENDS AND FITTINGS. ALL NEW PIPING TO BE SIZED
THE SPRINKLER SYSTEM FOR THIS RETROFIT PROJECT IS AN EXISTING WET SYSTEM. THE PIPE SIZING AND SPACING OF THE
5. STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND IT'S RELATED COMPONENTS HAVE NOT BEEN
5. HYDRAULIC NOTE:
EXISTING SYSTEM PIPE SIZING.
EXISTING SPACE IS FED BY 1 ZONE TO FEED TENANT SPACE IN ENTIRETY
14. THERE IS TO BE NO STORAGE IN CORRIDORS. CORRIDORS ARE LIGHT HAZARD ONLY.
PER THE EXISTING SYSTEM PIPE SIZING.
13. OWNER TO MAINTAIN 18" OF CLEARANCE FROM SPRINKLER DEFLECTOR TO TOP OF PENDENT LIGHT FIXTURES & STORAGE.
WITH THE EXISTING BUILDING'S ESTABLISHED PIPE SIZING SCHEDULE.
3. BRANCHLINE PIPING:
SECTION 6.2.1.1.
18. MANUFACTURER'S TECHNICAL DATA SHEET PARAMETERS WILL BE FOLLOWED.
SYSTEM NOTES:
TILES ± 1".
8. ALL SPRINKLERS RELOCATED FROM EXISTING OUTLETS TO HAVE NEW SPRINKLER HEADS INSTALLED PER NFPA-13 2013,
NON-COMBUSTIBLE
9. ALL EXISTING PIPE AND HEAD LOCATIONS ARE APPROXIMATE. INSTALLER TO VERIFY LOCATION OF EXISTING OUTLETS IN FIELD.
REUSE AND RAISE EXISTING MAIN TO CONFORM WITH TENANT VERTICAL CLEARANCE REQUIREMENTS
3.2. NEW AND EXISTING WET SYSTEM BRANCHLINE PIPING 1-1/4" & SMALLER, ARMOVERS, AND DROPS/SPRIGS TO NEW
2.1. NEW AND EXISTING WET SYSTEM MAIN PIPING 1-1/2" & LARGER TO BE SCHEDULE 10 BLACK PIPE WITH SHOP WELDED
OTHER MECHANICAL TRADE INSTALLATIONS AND AS PART OF THE BUILDING EXPANSION, HAVE BEEN SIZED IN ACCORDANCE
6. OWNER IS REQUIRED TO PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDING TO MAINTAIN A MINIMUM TEMPERATURE OF 40°
OUTLETS OR FIELD INSTALLED MECHANICAL TEES AND GROOVED ENDS AND FITTINGS. ALL NEW PIPING TO BE SIZED PER THE
NFPA-13 2013 CRITERIA FOR LIGHT HAZARD AND ORDINARY HAZARD SPACING RESPECTIVELY.
FAHRENHEIT FOR ALL AREAS PROTECTED WITH A WET PIPE SPRINKLER SYSTEM. THE SYSTEM IS TO BE MAINTAINED BY THE
SPRINKLERS TO BE SCHEDULE 40 BLACK PIPE WITH THREADED ENDS AND BLACK FITTINGS. ALL NEW PIPING TO BE SIZED PER THE
OWNER AS REQUIRED BY NFPA-25.
2. MAIN PIPING:
1. SCOPE:
3.1. NEW AND EXISTING WET SYSTEM BRANCHLINE PIPING 1-1/2" & LARGER TO BE SCHEDULE 10 BLACK PIPE WITH SHOP
1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13, 2013 EDITION.
2. BUILDING CONSTRUCTION:
INCLUDED AS PART OF THIS CONTRACT.
RELOCATED SPRINKLERS SHALL REMAIN CONSISTENT WITH THE EXISTING LAYOUT AND PIPE-SIZING SCHEDULE ALREADY
11. ALL NEW HEADS TO MATCH EXISTING. INSTALLER TO VERIFY IN FIELD.
DETERMINED AND INSTALLED IN THE EXISTING BUILDING. SPRINKLER SPACING HAS BEEN MAINTAINED IN ACCORDANCE WITH
FOR OBSTRUCTED CONSTRUCTION.
16. SPRINKLER HEAD DEFLECTOR DISTANCE 1"-12" MAXIMUM BELOW THE DECK FOR UNOBSTRUCTED CONSTRUCTION.
PROVIDE PENDENT PROTECTION IN ALL FINISHED CEILING AREAS. CONNECT TO EXISTING LINES WITH FLEXIBLE BRAIDED HOSES.
12. SMALL ROOM RULE IN USE WHERE APPLICABLE.
ANY NEW PIPING INSTALLED AS A RESULT OF PIPING RELOCATIONS TO ACCOMMODATE THE NEW ARCHITECTURAL LAYOUT OR
10. NEW PIPE DIMENSIONS ARE APPROXIMATE. INSTALLER TO VERIFY PIPE LENGTH IN FIELD.
EXISTING SYSTEM PIPE SIZING.
RESIDENTIAL ASSISTED LIVING AREA - OUT OF SCOPE ASSEMBLY - RECREATION AREA (LIGHT HAZARD) - IN SCOPE
4
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3
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