HomeMy WebLinkAbout327 Whites Path - Floor Plans3" ON WITH
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HYDRAULIC DESIGN
DESIGN AREA - 1,500 SF
NO. OF DESIGN SPRINKLERS - 15
MAX. AREA PER SPRINKLER - 120 SF
DESIGN DENSITY - 020 GPM/SF
MINIMUM PRESSURE REQUIRED - SO PSI
HOSE STREAM DEMAND - 250 GPM
SPRINKLER DEMAND FLOW - 42204 GPM
RESIDUAL PRESSURE REQUIRED - 51.06 PSI
EXCESS RESIDUAL PRESSURE AVAILABLE - 18.48 PSI
HYDRANT TEST
TEST DATE SEPTEMBER 10, 2001
TEST HYDRANT - 10 PSI STATIC
61 PSI RESIDUAL
HYDRANT FLOW - 1,160 GPM
PERFORMED BY: VINCENT ENGINEERING
GENERAL NOTES:
RIDGE
HIGH BAY AREA & ROOF PLAN
SCALE: 3/16" = 1'- 0"
SPRINKLER LEGEND
O CENTRAL MODEL BV -QR UPRIG14T
(ODK)11557)
CENTRAL MODEL BV -QR PENDENT
(5bKX155'F)
O BV -QR PENDENT 4 UPRIGHT
(SbKX I55'F)
d CENTRAL MODEL BV -QR SIDEWALL
(5foKX155'F)
PIPE UP
C PIPE DOWN
(1) BOTTOM PIPE CONNECTION
+ TEE/CROS5/ELL
NO. HYDRAULIC NODE
RAYMOND
VINCENT `' ?
�.
MECHAI-t!CAL
No. 46528
GISTE��O��Q.
MEZZANINE WITH
OFFICES BELOII
— 4" TO NODE 1
^ BRANCH LINE
m
(
i
°
11/411
11/4„
11/4n
wI
S -I1-(01
lu
11/4n
TO ALARM
I
I
4"
11/4"
NI
—21/2" SIAMESE FIRE
MEZZANINE WITH
OFFICES BELOII
3" DN WITH
4 -WAY BRACE
11/411 j I i 3" UP/DN
+-3 ( i
GENERAL NOTES
I. ALL SPRINKLER PIPE 2" OR SMALLER IN SIZE
SHALL BE SCHEDULE 40 THREADED BLACK
STEEL WITH CAST IRON FITTINGS.
2. ALL SPRINKLER PIPE 211/2" OR LARGER SHALL
BE SCHEDULE 10 BLACK STEEL WITH ROLLED
GROOVE ENDS AND U.L. LISTED AND FM.
APPROVED GROOVE TYPE FITTINGS.
3. INSTALLATION SHALL BE IN ACCORDANCE WITH
NEPA 13 AND MASSACHUSETTS STATE BUILDING
CODE REQUIREMENTS.
4. THIS CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL SEISMIC BRACING AS REQUIRED BY
GOVERNING CODES. ATTACHMENT TO THE
BUILDING STRUCTURE SHALL BE APPROVED
BY THE ARCHITECT.
5. PIPING SHALL BE INDEPENDENTLY SUPPORTED
FROM THE BUILDING STRUCTURE,
6. ALL MATERIALS AND W10RICIANSHIP SHALL
CARRY A STANDARD ONE-YEAR WARRANTY
AGAINST ALL DEFECTS FROM DATE OF
ACCEPTANCE OF THE WORK
VINCENT ENGINEERING
HVAC • PLUMBING • FIRE PROTECTION
708 ROUTE 134, SUITE 3A TEL (774) 487-0138
SOUTH DENNIS, MA 02660 FAX (508) 385-7142
3" UP/DN
THIS AREA PROTECTED
BY CEILING SPRINKLERS
LOCATED ABOVE
33 p. 34
I
BRANCH LINE
lr. RESTRAINT (TYP)
OFFICE i
111 31
28 32 j
I
MEZZANINE PLAN
SCALE: 3/16" = V- 0"
HYDRAULIC DESIGN
LIGHT HAZARD
DESIGN AREA - 369 SF
NO, OF DESIGN SPRINKLERS - 3
MAX. AREA PER SPRINKLER - 158 SF
DESIGN DENSITY - 0.10 GPM/SF
MINIMUM PRESSURE REQUIRED - 1.96 PSI
HOSE STREAM DEMAND - 100 GPM
SPRINKLER DEMAND FLOW - 48.91 GPM
RESIDUAL PRESSURE REQUIRED - 36.11 PSI
EXCESS RESIDUAL PRESSURE AVAILABLE - 33.82 PSI
PROJECT:
YARDSCAPE LANDSCAPING 4 IRRIGATION
321 WHITE'S PATH
YARMOUTH, MA
FLI
m
�i--4" FIRE SERVICE TO
{ 6" AFF. (BY OTHERS)
TEST t DRAIN DISCHARGE TO I 4" SYSTEM RISER
SPLASH BLOCK AT GRADE i (SEE DETAIL) 3 1
I 4" UP
3"
m
DRAWN BY:
— 4" TO NODE 1
^ BRANCH LINE
I
i
°
RESTRAINT (TYP)
RCV
DATE:
S -I1-(01
SCALE:
11/4n
TO ALARM
I
I
4"
11/4"
—21/2" SIAMESE FIRE
I
DEPT. CONNECTION
_111
DRIppP
TO
PREVENTER
WILKINS MODEL 350 (4")
11/4
SIDEUALL
(TYPICAL) FLOOR SLAB
4
BELOW
O.H.D.
o
Ito „
4
(TYPICAL)
I
11/4„
36
311
311
i
35
(1
3" DN WITH
4 -WAY BRACE
11/411 j I i 3" UP/DN
+-3 ( i
GENERAL NOTES
I. ALL SPRINKLER PIPE 2" OR SMALLER IN SIZE
SHALL BE SCHEDULE 40 THREADED BLACK
STEEL WITH CAST IRON FITTINGS.
2. ALL SPRINKLER PIPE 211/2" OR LARGER SHALL
BE SCHEDULE 10 BLACK STEEL WITH ROLLED
GROOVE ENDS AND U.L. LISTED AND FM.
APPROVED GROOVE TYPE FITTINGS.
3. INSTALLATION SHALL BE IN ACCORDANCE WITH
NEPA 13 AND MASSACHUSETTS STATE BUILDING
CODE REQUIREMENTS.
4. THIS CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL SEISMIC BRACING AS REQUIRED BY
GOVERNING CODES. ATTACHMENT TO THE
BUILDING STRUCTURE SHALL BE APPROVED
BY THE ARCHITECT.
5. PIPING SHALL BE INDEPENDENTLY SUPPORTED
FROM THE BUILDING STRUCTURE,
6. ALL MATERIALS AND W10RICIANSHIP SHALL
CARRY A STANDARD ONE-YEAR WARRANTY
AGAINST ALL DEFECTS FROM DATE OF
ACCEPTANCE OF THE WORK
VINCENT ENGINEERING
HVAC • PLUMBING • FIRE PROTECTION
708 ROUTE 134, SUITE 3A TEL (774) 487-0138
SOUTH DENNIS, MA 02660 FAX (508) 385-7142
3" UP/DN
THIS AREA PROTECTED
BY CEILING SPRINKLERS
LOCATED ABOVE
33 p. 34
I
BRANCH LINE
lr. RESTRAINT (TYP)
OFFICE i
111 31
28 32 j
I
MEZZANINE PLAN
SCALE: 3/16" = V- 0"
HYDRAULIC DESIGN
LIGHT HAZARD
DESIGN AREA - 369 SF
NO, OF DESIGN SPRINKLERS - 3
MAX. AREA PER SPRINKLER - 158 SF
DESIGN DENSITY - 0.10 GPM/SF
MINIMUM PRESSURE REQUIRED - 1.96 PSI
HOSE STREAM DEMAND - 100 GPM
SPRINKLER DEMAND FLOW - 48.91 GPM
RESIDUAL PRESSURE REQUIRED - 36.11 PSI
EXCESS RESIDUAL PRESSURE AVAILABLE - 33.82 PSI
PROJECT:
YARDSCAPE LANDSCAPING 4 IRRIGATION
321 WHITE'S PATH
YARMOUTH, MA
FLI
m
�i--4" FIRE SERVICE TO
{ 6" AFF. (BY OTHERS)
TEST t DRAIN DISCHARGE TO I 4" SYSTEM RISER
SPLASH BLOCK AT GRADE i (SEE DETAIL) 3 1
I 4" UP
3"
m
DRAWN BY:
— 4" TO NODE 1
RCv
CHECKED B
o
—TEST a DRAIN CONNECTION
RCV
DATE:
S -I1-(01
SCALE:
A NOTED
I"
SPRINKLERS ABOVE
4 BELOW CEILING
(TYPICAL 5 PLACES)
INSTALL CAGES ON ALL
SPRINKLERS IN THIS AREA
(TYPICAL 9 PLACES)
---- LATERAL BRACE
111 31,
TOOL ROOM
STAIRS
OFFICE BRANCH II14E
�RESTRAI Y (TYP)
3 UP 3"
CHECK VALVE WITH I
25 AUTOMATIC BALL DRIP i
— —2tV SIAMESE TYPE FIRE DEPARTMENT CONNECTION
AND LOCAL ELECTRIC BELL ALARM W/STROBE
LOWER LEVEL PLAN
SCALE: 3/16" = 1'- 0"
—
— 4" TO NODE 1
--PRESSURE GAUGE (TYP)
o
—TEST a DRAIN CONNECTION
W/SIGHT GLASS 4 ORIFICE
WATEWLOW SWITCH
TO ALARM
4"
—21/2" SIAMESE FIRE
DEPT. CONNECTION
CHECK VALVE W/BALL DRIP
---BACKFLOW
PREVENTER
WILKINS MODEL 350 (4")
j�
—SUPERVISED VALVE
(TYPICAL) FLOOR SLAB
4
I
I-- 4" FIRE SERVICE
I TO MIN. 6" AFF.
J" (BY OTHERS)
RISER DETAIL
NO SCALE
REVISED:
DRAWING TITLE:
FIRE SPRINKLER
FLOOR PLANS
DETAILS
PROJECT NO.
36148
SHEET