HomeMy WebLinkAbout107 Towne Center Blvd 04-2940 SprinklersPER NFPA 25, 2002 EDITION
SECTION 4.1.2 - THE
RESPONSIBILITY FOR PROPERLY
MAINTAINING A WATER BASED
FIRE PROTECTION SYSTEM
SHALL BE THAT OF THE
OWNER OF THE PROPERTY
7GENERAL NOTES
SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NFPA 13 1999 ED.
AND ALL APPLICABLE LOCAL AND STATE CODES
ALL NEW PIPE I' TO 1�' TO BE SCHEDULE 35 BLACK STEEL UNO
ALL NEW FITTINGS V TO 1�' TO BE D,I, SCREWED STANDARD CLASS UNO
ALL NEW STEEL PIPING WITH THREADED FITTINGS TO BE BLACK SCHEDULE 35 TO MEET ASTM
135 STANDARD,
THREADED FITTINGS WILL BE STANDARD BLACK CAST/DUCTILE IRON ANSI B16.4 CLASS 125.
ALL NEW PIPE 1�' AND LARGER TO BE DYNAFLO BLACK STEEL UNO
ALL NEW FITTINGS A' AND LARGER TO BE GROOVED,FLANGED AND/OR WELDED UNO
STEEL PIPING WITH GROOVED OR WELDED FITTINGS WILL BE BLACK THINWALL PIPE TO MEET
AN.')'I/ASTM A795 STANDARDS,
GROOVED FITTINGS WILL BE DUCTILE IRON ASTM A536
ALL HANGERS TO BE SPACED IN ACCORDANCE WITH NFPA 13 AND THEIR LISTING
ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING
WFIH DRYWALL
AND COPIES OF APPROPRIATE TEST PAPERS FORWARDED TO PROPER RECEPIENTS
MAX SPACING OF SPRINKLERS TO BE 130sq'
MAINTENANCE OF THE SPRINKLER SYSTEM IS THE RESPONSIBILITY OF THE OWNER,
MAINTENANCE SHALL BE IN ACCORDANCE WITH NFPA 25 (LATEST RECOGNIZED EDITION)
SPARE SPRINKLERS AND APPROPRIATE WRENCHES SHALL BE PROVIDED IN ACCORDANCE W/ NFPA
13
0 INDICATES HYDRAULIC REFERENCE NDES
ALL BOLD DASHED LINES INDICATE EXISTING PIPE TO REMAIN AS IS
ALL BOLD SOLID LINES INDICATE NEW PIPE TO BE INSTALLED
TOP BEAM
CLAMP w/
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RING
SPRINKLER LINE
TYPICAL 101 HANGER5
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By:,
Sanford
Date:
FIRE PROTECTION PLAN
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Fire Protection Engineer-ing,rI';
222 CAPITOL COURT OCOEFI P_ 347
M (407) 877-558.9 W. (407) 656-2026
Certificate of Auttlo takn Wrkw 7523
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ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FICLD_ C1,
ESTIMATES AND DATA, INCLUDING COMPUTER PROGRAMS PURSUANT TO THIS PROJEC -
ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS,InC.
(WAFS) AS INSTRUMENTS OF SERVICE. THEY ARE NO7 INTENDED, NOR REPRESENTED
TO BE SUITABLE FOR RE -USE BY THE CLIENT, OR OTHERS, ON EXTENSION OF THIS
PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE, OR ADAPTATION OF THE INFO-
RMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS
WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE 70
WAFS, AND WILL ENTITLE VAFS TO FURTHER COMPENSATION AT RATES 7O BE AGREED
ON BETWEEN VACS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HP_D
WAFS HARMLESS FROM ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSESAHCL-
UDING ATTORNEYS FEES RESULTING FROi ANY SUCH PERMISSIONS.
IMPORTANT OWNER INFORMATION THIS DRAWING Is BASED ON THE OWNERS
ACCEPTANCE OF THE LATEST EDITIGN OF WFA AC7 AS THE APPLICABLE STANDARD
FOR THE INSPECT IOKTES T INGAND M IXTENANCE OF JA7ER BASED FIRE PROTECTION
SYSTEMS. IF THE BUILDING OWNER HAS HOT RECEIVED A COPY OF THIS PAMPHLET
AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM
PLEASE CONTACT THE NEAREST OFFICE OF •WANIC AUTOMATIC FIRE SPRINKLERS.INC.
REVISIONS
BY
rDATE
4
WATER SUPPLY INFORMATION
STATIC PRESSURE
55
FIRE PUMP
N/A
RESIDUAL PRESSURE
48
SIZE GPM 0 PSI
N/A
PITOT READING
TYPE OF DRIVER
N/A
FLOW IN C.P.M.
Im
ELECTRICAL REDS
N/A
DATE CC TEST
7-30-04
TIME OF TEST
10.30 AY
TEST TAKEN BY
WKS
HYDRANT LOCATION
ON T►LLW 10 LOOP
DESIGN CRITERIA
SYSTEM /
1
DESIGN AREA
1
DENSITY
.2
DESIGN AREA S.F.
1104
PSI REO'D a BF2
39.169
GPM REQ'D 0 BF2
433.25
'
PSI REQ'D 0 TEST
42.002
I —
f
GPM REQ'D a TEST1.
5$3.25
�.
}
SPRINKLER
DESIGN AREA
ELEVATION ®-
HIGHEST SPKR
iY AfF
`
HOSE INSIDE OUT'
100-150
—
t
SPRINKL-,ERS SP�tC:NG i
-
SYMBOL
MAAMUM
MINIMUM
C=4ENTS
®
130 SQ I ORD HR
6'-0' 8/1
0
130 SO FT ORD &Z
3/1
0
130 SO FT ORD HAZ
6'4 3/1
SPRINKLERS
SYMB.
QUANTITY
SIZE
K
I<-W
MODEL
8
1/2'
S.s
155'
CENTRAL IY_m QjCK as iw
ERUS NIH IO Et
0
40
1/2'
5.5
155'
NTRk QJU
� wm W M J17 �
O
7
1/2'
5.6
155'
DR nTis pa Tm
55
TOTAL
SYSTEM i
1
DRAWN BY:
I,
LOUIS POPOFF
CHECKED BY:
L,J
TOTAL A/S:
55
DATE:
8-2-04
SCALE:
3/16" = 11_OM
AHJ.
SANFORD
CONTRACT
W C 0 4 0 5 0 6
SHEET /
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