HomeMy Public PortalAbout07-0405 Hogan •
CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 09-17-2007 PERMIT#: 070405
WORK DESCRIPTION: FIRE SPRINKLER SYSTEMS
WORK LOCATION: 919 OLD HWY 80 A&B
OWNER NAME ERIC HOGAN
ADDRESS PO BOX 1550
CITY,ST,ZIP TYBEE ISLAND GA 31328-1550
PHONE NUMBER
CONTRACTOR NAME CENTURY FIRE PROTECTION LLC
ADDRESS 2625-F PINEMEADOW CT
CITY STATE ZIP DULUTH GA 30096
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE P
TOTAL FEE'S CHARGED $ 36.50
PROPERTY IDENTIFICATION#
•
PROJECT VALUATION $ 0.00
TOTAL BALANCE DUE: $ 36.50
It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,
soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including
all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
Signature of Building Inspector or Authorized Agent:
P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328
(912)786-4573-FAX(912)786-5737
www.cityoftybee.org
Inspection Report
City o Tybee Island
403 Butler Ave.
P.O. Box 11444
Tybee Islund, GA 31328
Phone: (912) 786-4573 t-nzt. 114
FdX.: (912) 186-9539
Permit NO. n 1Pi Date Requested C)5--i' 2-- oF
owner's Name 0 a Y-Th Date Needed S ü
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Gen. Contractor Subcontractor ( ./.%v) d r tr QJ•
Contact iv:umber R-41 e S 3e) •
1) (,)
Location +- DT
inspector
Date of inspection
Type of Inspection e r\c--‘,00C.-k lr- _50r ;
1 Pass al
Fail E:1
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• •
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Inspection Report
City of Tybee Island
403 Butler Ave.
P.O. Box 2749
Tybee Island, GA 31328
Phone: (912) 786-4573 ext. 1.14
Fax: (912) /86-9539
Permit N , 1-/ D Date Requested - g--0E-
Owner's Name id '9Ct Date Needed
Gen. Contractor Subcontractor Ue
Contact Number /1P(V A: •
e iro
Location g CI) A 4 (--) Ohl
• 7--
Inspector Date of Inspection
n
Type of Insperbon i no, I
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Inspection Report
OW o Tybee Island
403 Buller Auptone
P.O. Box 2749
Tybee Island, GA 31328
Phone: (912) 786-4573 extension 114
Fax: (912) 786-9539
Permit No 01 - (10 CDate
Regile.gtftd
Owner's Name 42:fa0 7,440, Date Needed ///0/6-77---
Gen. Contractor sl;r4A (3,--7,40( Cc.2A/.1/. Subcontractor (76A/74,-.1 Ciree
Contact Nurribi_7T ,
Location _q/q 0 /1/,t}7
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Inspector (,:;7(/. -6/ 1-0 Date of I.nspection /e9 'AT
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Type of Inspection gi 04/0 "r-e-757"-- .
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414, CITY OF TYBEE ISLAND
y�' l y BUILDING &ZONING DEPARTMNET
1 ,% ; P.O. Box 2749
Tybee Island, GA 31328
` ,,' Phone (912) 786-4573 Fax (912) 786-9539
PLUMBING PERMIT APPLICATION
Date `7
Location of work(street address) 9/ 5 ° n /4 /--A, 50 /97` 8
Contractor C e Aftvt y 1 , x,..
Address of Contractor 5 / P ,v e ,"t e Jo C 7 D mil„7i G n 30 d 7,4
Telephone number of Contractor 7 20 9113-- 3-30
Name of Property Owner 1-6 5 2 r.‘ Pro per -1 C 5
Mailing address of Property Owner CL t W� 80
Telephone number of Property Owner
... ......._.
Date work will e ready for inspection, if known Permit Number
—rsTiihate cost of construction l
New Work Replacement Oil Gas Electric
Backflow Preventor
Disposal Unit
Domestic Water Connection to Main
Drain Roof or Area
Drainage or Vent Piping
>< Fire Protection Sprinkler System; Number of Heads/Nozzles 4L X. 25. /1. SO
Grease/Oil Trap
Hose Bib
Hot Water Heater
Icemaker
Lawn Sprinkler System
Plumbing Fixture
Residential House Sewer Connection to Main
Sewer Cleanout
Sewer Stub
Vacuum Breaker
Water Meter
Water Service Line–New Residence
Water Service Line–Replacement
Water Softener
Other
a 5; 00
/ / . 50
� 69 50
pi
41IIIII•1 C:--'i -", 1
{�► 4 r MEIMER CO
a u . k '41."--,c' '.;'.. ■ + ..,
NM Z CHATHAM COUNTY t �'
kii IL.� I DEPARTMENT OF BUILDING SAFETY \\,
.�
®ULATORY SERVICES ..-�....1
r 7777 ' P.O.Box 8161 tilliNATIOAIl1l.
4t`0 - c t SAVANNAH, GEORGIA 31412-816] CODECOOKII,
Gregori S.Anderson,CB O FAX 912-20I-4301 Clifford Ba.Jmbe,CB•
Director 912-201-4300 Assistant Director
.A.PPLICATION FOR FIRE PREVENTION PERMIT
A
PROJECT ADDRESSGIci alb ALJY HO A d-gj PINNO:
PROJECT NAME 1-6GA14 174 EQTiES SUBDIVISION
COMPLETE DESCRIPTION OF WORK: t 13'12- -Fl tze .--109.-I i•--1 k LF2
./5-1---• .
, -------T
Check all that apply: X Sprinklers Alarms Fire Suppression System Underground Tank
(Ex.Ansel,Halon,Cot)
Exhaust Roo d
VALUATION OFJOB:(lnclude labor,material,and profit) 600
i
CLASS OF WORK: X New Addition Alteration Repair Othlr
CONTRACTOR RESPONSIBLE FOR WORK
NAME:VANNE h1 COMPANY,NAME: CEKTTIV.V cTC2-E P EZTIOJ
ADDRESS: 2()25— _ F P i i-1-!^N ) Cc i t
CITY: Dotirrk '.STATE: G Ells 1- 31', C3q(O II
TFTF`PHONE• 1 a qt - 233O FAX NO: '-17 U - e`f - 2(o4YI
I hereby certify that 1 have answered all the questions contained herein and know the same to be true and correct-All
work performed tmder this permit must comply with State Law and local ordinances. Further,I understand that a4
permit issued,based upon false information or misrepresentation provided by the applicant,will be null and void and
subject a a penalty as provided by law and ordinance, � ,/
tcensed f
r ontractor/ Date
********** *** * Ault*******400404,03000c0044 '.*** *******7k7k7k*k******** aEoMlokN:dolctlaa** x
Permit No:_ Approved: Date:
Fee Due:$. Fee Paid $ Check No:
I' .
TOTAL P.01
entur Duluth, GAe30096wCourt
! tter of Transmittal
Fire Protection,Inc. Phone- 770-945-2330/ Fax- 770-945-2651
To : Chatham County Fire Marshall Date : August 29, 2007
1117 Eisenhower Drive RE : Hogan Properties
Savannah, Georgia 31406 919 old hwy 80 A&B
Alpharetta, Ga. 30005 Tybee Island, GA. 31328
ATTN : Brad Collard
We are sending you X attached under separate cover via Fed-Ex overnight
the following items : 4 LBS.
x Prints of Shop Drawings Plans X Calculations Certificates Warranty
Copy of Letter Manufacturer's Brochures Pamphlets X Submittal Data Samples
Manuals Self Addressed Stamped Envel. Other
Copies Date No. Description See Below
3 08/23/07 sets Sprinkler Piping Plans 2,7
3 08/29/07 sets Submittal Data and Hydraulic Calculation 2,8
These are transmitted as indicated:
1. For your use 4. For coordination 7. Return 1 approved set(s) of print(s)
2. For approval X 5. For review and comment 8. Return 1 approved set(s) of calculation(s)
3. As requested 6. Returned after loan to us 9. For bids due
10.
11.
Remarks :
Please return in Self Addressed Stamped Envelope
Please call for pick-up
cc : Wayne T mas Milit-Family Design Manager
f ,
CENTURY FIRE PROTECTION, LLC.
2625-F PINEMEADOW COURT
DULUTH, GA 30096
HYDRAULIC CALCULATIONS
FOR
HOGAN PROPERITES
1 ST . FLOOR
FILE NUMBER: WB 1201
DATE: AUG 29, 2007
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: NFPA 13R
DENSITY: MOST REMOTE 4 HEADS
AREA OF APPLICATION: 4 HEADS
COVERAGE PER SPRINKLER: 256 sq. ft .
NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 54 . 0 gpm
TOTAL WATER REQUIRED (including hose) : 154 . 0 gpm
FLOW AND PRESSURE (@ BOR) : 54 . 0 gpm @ 42 . 8 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: HOGAN PROPERITES
DESIGN/LAYOUT BY: WAYNE THOMAS
AUTHORITY HAVING JURISDICTION: CHATHAM COUNTY
CONTRACTOR CERTIFICATION NUMBER:
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27021222 )
HRS SYSTEMS, INC.
TUCKER, GA 30084
1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
• DATE: 8/29/2007 C: \HASS\HOGAN 1ST FL 4 HEAD.SDF
JOB TITLE: HOGAN PROPERTIES 3RD. FLOOR
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ ' D
NODE PRESS . PRESS . @ PRESS. @ DEMAND PRESS .
TAG (PSI) ( PSI) (GPM) (PSI) (GPM) (PSI)
SR 67 . 0 50 . 0 1060 . 0 66. 5 154 . 0 55 . 7
AGGREGATE FLOW ANALYSIS :
TOTAL FLOW AT SOURCE 154 . 0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM
OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54 . 0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
SR -3 . 0 SOURCE 55 . 7 54 . 0
U1 -3 . 0 - - - - 48 . 1 - - -
U2 -3 . 0 - - - - 46. 7 - - -
U3 -3 . 0 - - - - 44 . 8 - - -
4 -3 . 0 - - - - 44 . 7 - - -
EiR 1 . 0 - - - - 42 . 8 - - -
BS 2 . 0 - - - - 42 . 0 - - -
BD 2 . 0 - - - - 36 . 0 - - -
TR 9 . 0 - - - - 32 .2 - - -
1 9 . 0 - - - - 28 . 0 - - -
2 9 . 0 - - - - 27 . 1 - - -
3 19 . 0 - - - - 16 . 9 - - -
4 19 . 0 - - - - 16 . 9 - - -
5 29 . 0 - - - - 12 . 6 - - -
6 29 . 0 - - - - 12 . 6 - - -
7 29 . 0 - - - - 12 . 6 - - -
8 29 . 0 - - - - 12 . 6 - - -
9 29 . 0 - - - - 12 . 6 - - -
10 32 . 0 - - - 11 . 3 - - -
11 29 . 0 - - - - 12 . 6 - - -
12 32 . 0 - - - - 11 . 3 - - -
13 19 . 0 - - - - 10 . 2 - - -
14 19 . 0 - - - - 8 . 8 - - -
15 19 . 0 - - - - 8 . 1 - - -
16 19 . 0 K= 4 . 90 9 . 1 14 . 8
17 19 . 0 K= 4 . 90 7 . 0 13 . 0
18 19 . 0 K= 4 . 90 7 . 2 13 . 1
19 19 . 0 K= 4 . 90 7 . 2 13 . 2
I
i
I
I
•
•
•
•
1
.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE : 8/29/2007 C: \HASS\HOGAN 1ST FL 4 HEAD. SDF
JOB TITLE : HOGAN PROPERTIES 3RD. FLOOR
-PE DATA
PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS .
END ELEV. NOZ . PT DISC. VEL (FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe : 1 54 . 0 2 . 003 PL 326 . 12 PF 7 . 6
SR -3 . 0 SRCE 55 . 7 (N/A) 5 . 5 150 FTG G PE 0 . 0
U1 -3 . 0 0 . 0 48 . 1 0 . 0 0 . 023 TL 327 . 42 PV
Pipe : 2 54 . 0 2 . 003 PL 48 . 88 PF 1 . 4
U1 -3 . 0 0 . 0 48 . 1 0 . 0 5 . 5 150 FTG T PE 0 . 0
U2 -3 . 0 0 . 0 46 . 7 0 . 0 0 . 023 TL 61 . 84 PV
Pipe: 3 54 . 0 2 . 003 PL 75 . 00 PP 1 . 8
U2 -3 . 0 0 . 0 46. 7 0 . 0 5 . 5 150 FTG L PE 0 . 0
U3 -3 . 0 0 . 0 44 . 8 0 . 0 0 . 023 TL 78 . 89 PV
Pipe: 4 54 . 0 2 . 003 PL 3 . 75 PF 0 . 2
U3 -3 . 0 0 . 0 44 . 8 0 . 0 5 . 5 150 FTG L PE 0 . 0
U4 -3 . 0 0 . 0 44 . 7 0 . 0 0 . 023 TL 7 . 64 PV
Pipe : 5 54 . 0 2 . 003 PL 4 . 00 PF 0 . 2
U4 -3 . 0 0 . 0 44 . 7 0 . 0 5 . 5 150 FTG L PE -1 . 7
BR 1 . 0 0 . 0 42 . 8 0 . 0 0 . 023 TL 7 . 89 PV
Pipe: 6 54 . 0 1 . 610 PL 1 . 00 PF 0 . 3
bLt 1 . 0 0 . 0 42 . 8 0 . 0 8 . 5 120 FTG 2G PE -0 . 4
BS 2 . 0 0 . 0 42 . 0 0 . 0 0 . 102 TL 3 . 00 PV
Pipe : 6A FIXED PRESSURE LOSS DEVICE
BS 2 . 0 0 . 0 42 . 0 0 . 0 6. 0 psi, 54 . 1 gpm
BD 2 . 0 0 . 0 36. 0 0 . 0
Pipe: 6B 54 . 0 1 . 610 PL 7 . 00 PF 0 .8
BD 2 . 0 0 . 0 36. 0 0 . 0 8 . 5 120 FTG G PE -3 . 0
TR 9 . 0 0 . 0 32 . 2 0 . 0 0 . 102 TL 8 . 00 PV
Pipe: 7 54 . 0 1 . 394 PL 20 . 96 PF 4 . 1
TR 9 . 0 0 . 0 32 . 2 0 . 0 11 . 4 150 FTG 2E PE 0 . 0
1 9 . 0 0 . 0 28 . 0 0 . 0 0 . 136 TL 30 . 48 PV
Pipe : 8 54 . 0 1 . 394 PL 1 . 83 PF 0 . 9
1 9 . 0 0 . 0 28 . 0 0 . 0 11 . 4 150 FTG E PE 0 . 0
2 9 . 0 0 . 0 27 . 1 0 . 0 0 . 136 TL 6 . 59 PV
Pipe : 9 54 . 0 1 . 101 PL 10 . 00 PF 5 . 9
2 9 . 0 0 . 0 27 . 1 0 . 0 18 . 2 150 FTG E PE -4 . 3
3 19 . 0 0 . 0 16 . 9 0 . 0 0 . 428 TL 13 . 83 PV
Pipe : 10 0 . 0 1 . 101 PL 4 . 00 PF 0 . 0
19 . 0 0 . 0 16 . 9 0 . 0 0 . 0 150 FTG T PE 0 . 0
19 . 0 0 . 0 16 . 9 0 . 0 0 . 000 TL 13 . 56 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
" DATE : 8/29/2007 C : \HASS\HOGAN 1ST FL 4 HEAD. SDF
JOB TITLE; HOGAN PROPERTIES 3RD. FLOOR
?PE TAG Q (GPM) DIA(IN) LENGTH PRESS .
END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe : 11 0 . 0 1 . 101 PL 10 . 00 PF 0 . 0
4 19 . 0 0 . 0 16 . 9 0 . 0 0 . 0 150 FTG E PE -4 . 3
5 29 . 0 0 . 0 12 . 6 0 . 0 0 . 000 TL 13 . 83 PV
Pipe: 12 0 . 0 1 . 101 PL 2 . 83 PF 0 . 0
5 29 . 0 0 . 0 12 . 6 0 . 0 0 . 0 150 FTG E PE 0 . 0
6 29. 0 0 . 0 12 . 6 0 . 0 0 . 000 TL 6. 66 PV
Pipe : 13 0 . 0 1 . 101 PL 9 . 79 PF 0 . 0
6 29 . 0 0 . 0 12 . 6 0 . 0 0 . 0 150 FTG E PE 0 . 0
7 29 . 0 0 . 0 12 . 6 0 . 0 0 . 000 TL 13 . 62 PV
Pipe : 14 0 . 0 1 . 101 PL 5 . 00 PF 0 . 0
7 29 . 0 0 . 0 12 . 6 0 . 0 0 . 0 150 FTG -- PE 0 . 0
8 29 . 0 0 . 0 12 . 6 0 . 0 0 . 000 TL 5 . 00 PV
Pipe: 15 0 . 0 0 . 874 PL 4 . 00 PF 0 . 0
7 29 . 0 0 . 0 12 . 6 0 . 0 U . 0 150 FTG 2ET PE 0 . 0
9 29 . 0 0 . 0 12 . 6 0 . 0 0 . 000 TL 9 . 59 PV
Pipe : 16 0 . 0 0 . 874 PL 3 . 00 PF 0 . 0
9 29 . 0 0 . 0 12 . 6 0 . 0 0 . 0 150 FTG E PE -1 . 3
' 32 . 0 0 . 0 11 .3 0 . 0 0 . 000 TL 4 . 24 PV
Pipe : 17 0 . 0 0 . 874 PL 5 . 83 PF 0 . 0
8 29 . 0 0 . 0 12 . 6 0 . 0 0 . 0 150 FTG ET PE 0 . 0
11 29 . 0 0 . 0 12 . 6 0 . 0 0 . 000 TL 10 . 18 PV
Pipe : 18 0 . 0 0 . 874 FL 3 . 00 PF 0 . 0
11 29 . 0 0 . 0 12 . 6 0 . 0 0 . 0 150 FTG E PE -1 . 3
12 32 . 0 0 . 0 11 . 3 0 . 0 0 . 000 TL 4 .24 PV
•
Pipe : 19 54 . 0 1 . 101 FL 2 . 25 PF 6 . 7
3 19 . 0 0 . 0 16 . 9 0 . 0 18 . 2 150 FTG ET PE 0 . 0
13 19 . 0 0 . 0 10 . 2 0 . 0 0 . 428 TL 15 . 64 PV
Pipe: 20 39 . 3 1 . 101 PL 5 . 92 PF 1 . 4
13 19 . 0 0 . 0 10 . 2 0 . 0 13. 2 150 FTG ---- PE 0 . 0
14 19 . 0 0 . 0 8 . 8 0 . 0 0 . 237 TL 5 . 92 PV
Pipe : 21 26 . 3 1 . 101 PL 6 . 04 PF 0 . 7
14 19 . 0 0 . 0 8 . 8 0 . 0 8 . 9 150 FTG ----- PE 0 . 0
15 19 . 0 0 . 0 8 . 1 0 . 0 0 . 113 TL 6 . 04 PV
Pipe : 22 14 . 8 0 . 874 PL 5 . 04 PF 1 . 1
13 19 . 0 0 . 0 10 . 2 0 . 0 7 . 9 150 FTG ET PE 0 . 0
16 19 . 0 4 . 9 9 . 1 14 . 8 _ 0 . 119 TL 9 . 39 PV
Pipe : 23 13 . 0 0 . 874 PL 11 . 58 PF 1 . 8
14 19 . 0 0 . 0 8 . 8 0 . 0 6 . 9 150 FTG E2T PE 0 . 0
17 19 . 0 4 . 9 7 . 0 13 . 0 0 . 094 TL 19 . 04 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
' DATE : 8/29/2007 C : \HASS\HOGAN 1ST FL 4 HEAD. SDF
JOB TITLE: HOGAN PROPERTIES 3RD. FLOOR
IPE TAG Q (GPM) DIA(IN) LENGTH PRESS .
END ELEV. NOZ . PT DISC . VEL (FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 24 13 . 1 0 . 874 PL 5 . 04 PF 0 . 9
15 19 . 0 0 . 0 8 . 1 0 . 0 7 . 0 150 FTG ET PE 0 . 0
18 19 . 0 4 . 9 7 . 2 13 . 1 0 . 096 TL 9 . 39 PV
Pipe : 25 13 . 2 0 . 874 PL 4 . 75 PF 0 . 9
15 19 . 0 0 . 0 8 . 1 0 . 0 7 . 0 150 FTG ET PE 0 . 0
19 19 . 0 4 . 9 7 . 2 13 . 2 0 . 097 TL 9 . 10 PV
NOTES :
(1) Calculations were performed by the HASS 7 . 8 computer program
under license no . 27021222 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0 . 004 gpm and a maximum
imbalance at any node of 0 . 108 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 18 . 2 ft/sec at pipe 9 .
(4) PIPE FITTINGS TABLE
Pipe Table Name : STANDARD. PIP
PAGE : * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkV1v BfyVly GatVly A1mChk DPV1v NPTee
0 . 874 0 . 82 2 . 06 0 . 82 2 . 06 2 . 47 0 . 41 4 . 11 . 4 . 11 2 . 06
1 . 101 2 . 53 6 . 33 2 . 53 6 . 33 7 . 59 1 . 27 12 . 66 12 . 66 6 . 33
1 . 394 3 . 15 6 . 30 2 . 10 7 . 35 6 . 30 1 . 05 10 . 50 10 . 50 6 . 30
2 . 003 4 . 29 8 . 58 2 . 57 9 . 44 5 . 15 0 . 86 8 . 58 8 . 58 8 . 58
PAGE : A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkV1v BfyV1v GatVly AlmChk DPVLv NPTee
1 . 610 4 . 00 8 .00 2 . 00 9 . 00 6 . 00 1 . 00 10 . 00 10 . 00 8 . 00
g
o
tB 1-3
WATER SUPPLY ANALYSIS ••
..
80. 0 Static: 67 . 00 psi Resid: 50. 00 psi Flow: 1060. 0 gpm y co
LEGEND r J
[TJ NJ
•• l0
Available pressure NJ
1 66.52 psi @ 154.0 gpm 0 o
70. 0
R
o
equired pressure >
1 2 55.70 psi @ 154.0 gpm Z
A. Source Supply Curve 1-0
G B. System Demand Curve
0
A 60. 0
U 0 ro
r
I
2 N
v H Z
E m x
m ti
50. 0
w w
P 71
0 m
R K
m
y
S 40. 0
o
S 0
71 Cu
U '-<
0
R
E 30. 0
n t-I
••
( xo
P
20. 0 w>
i x
0
• H
> m
10.0
m
H
0 . 0 B
01
I• T)
a
m m
0
-14 .7 I I I I I { I I
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE : 8/29/2007 C: \HASS\HOGAN 1ST FL 4 HEAD . SDF
JOB TITLE: HOGAN PROPERTIES 3RD. FLOOR
VEER SUPPLY CURVE
72+
*\
66+0\\
1 \
1 \\
1 \\
60+ \
\\
I \\
IX
54+ \\
\\
•
•
I \
* <-50 . 0 psi @ 1060 gpm
P 48+ Flow Test Point
R I
E I
S I
S 42+
U I
R I
E 1
36+
( 1
P 1
S I
I 30+
24+
1
1
18+
1
12+ LEGEND
I
I X = Required Water Supply
I 55 . 70 psi @ 154 . 0 gpm
6+ "
I 0 = Available Water Supply "
1 66 . 52 psi @ 154 . 0 gpm
0++-+---+----+ + + + + + +
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
CENTURY FIRE PROTECTION, LLC.
2625-F PINEMEADOW COURT
DULUTH, GA 30096
HYDRAULIC CALCULATIONS
FOR
HOGAN PROPERITES
2 ND. FLOOR
FILE NUMBER: WB 1201
DATE: AUG 29, 2007
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: NFPA 13R
DENSITY: MOST REMOTE 2 HEADS
AREA OF APPLICATION: 2 HEADS
COVERAGE PER SPRINKLER: 256 sq. ft .
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 32 . 3 gpm
TOTAL WATER REQUIRED (including hose) : 132 . 2 gpm
FLOW AND PRESSURE (@ BOR) : 32 . 2 gpm @ 47 . 5 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: HOGAN PROPERITES
DESIGN/LAYOUT BY: WAYNE THOMAS
AUTHORITY HAVING JURISDICTION: CHATHAM COUNTY
CONTRACTOR CERTIFICATION NUMBER:
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27021222 )
HRS SYSTEMS, INC.
TUCKER, GA 30084
I
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE : 8/29/2007 C: \HASS\HOGAN 2 HEAD. SDF
JOB TITLE: HOGAN PROPERTIES 3RD. FLOOR
"ATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D
NODE PRESS . PRESS . @ PRESS . @ DEMAND PRESS .
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SR 67 . 0 50 . 0 1060 . 0 66 . 6 132 . 2 53 . 5
AGGREGATE FLOW ANALYSIS :
TOTAL FLOW AT SOURCE 132 . 2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM
OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32 . 2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
SR -3 . 0 SOURCE 53 . 5 32 . 2
U1 -3 . 0 - - - - 50 . 6 - - -
U2 -3 . 0 - - - - 50 . 0 - - -
U3 -3 . 0 - - - - 49 . 3 - - -
-3 . 0 - - - - 49 . 3 - - -
DR 1 . 0 - - - - 47 . 5 - - -
BS 2 . 0 - - - - 46 . 9 - - -
BD 2 . 0 - - - - 40 . 9 - - -
TR 9 . 0 - - - - 37 . 6 - - -
1 9 . 0 - - - - 36. 0 - - -
2 9 . 0 - - - - 35 . 6 - - -
3 19 . 0 - - - - 29 . 0 - - -
4 19 . 0 - - - - 26 . 8 - - -
5 29 . 0 - - - - 20 . 2 - - -
6 29 .0 - - - - 19 . 1 - - -
7 29 . 0 - - - - 16 . 8 - - -
8 29 . 0 - - - - 16 . 6 - - -
9 29 . 0 - - - - 15 . 5 - - -
10 32 . 0 K= 4 . 40 13 . 6 16 . 2
11 29 . 0 - - - - 15 . 2 - - -
12 32 . 0 K= 4 . 40 13 . 3 16 . 0
1
1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/29/2007 C: \HASS\HOGAN 2 HEAD. SDF
JOB TITLE: HOGAN PROPERTIES 3RD. FLOOR
IPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ . PT DISC . VEL (FPS) HW (C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe : 1 32 . 2 2 . 003 PL 326. 12 PF 2 . 9
SR -3 . 0 SRCE 53 . 5 (N/A) 3 . 3 150 FTG G PE 0 . 0
U1 -3 . 0 0 . 0 50 . 6 0 . 0 0 . 009 TL 327 . 42 PV
Pipe : 2 32 . 3 2 . 003 PL 48 . 88 PF 0 . 6
U1 -3 . 0 0 . 0 50 . 6 0 . 0 3 . 3 150 FTG T PE 0 . 0
U2 -3 . 0 0 . 0 50 . 0 0 . 0 0 . 009 TL 61 . 84 PV
Pipe : 3 32 . 3 2 . 003 PL . 75 .00 PF 0 . 7
U2 -3 . 0 0 . 0 50 . 0 0 . 0 3 . 3 150 FTG L PE 0 . 0
U3 -3 . 0 0 . 0 49 . 3 0 . 0 0 .009 TL 78 . 89 PV
Pipe : 4 32 . 3 2 .003 PL 3 . 75 PF 0 . 1
U3 -3 . 0 0 . 0 49 . 3 0 . 0 3 . 3 150 FTG L PE 0 . 0
U4 -3 . 0 0 . 0 49 . 3 0 . 0 0 . 009 TL 7 . 64 PV
Pipe : 5 32 . 3 2 . 003 PL 4 . 00 PF 0 . 1
U4 -3 . 0 0 . 0 49 . 3 0 . 0 3 . 3 150 FTG L PE -1 . 7
BR 1 . 0 0 . 0 47 . 5 0 . 0 0 . 009 TL 7 . 89 PV
Pipe: 6 32 . 3 1 . 610 PL 1 . 00 PF 0 . 1
DR 1 . 0 0 . 0 47 . 5 0 . 0 5 . 1 120 FTG 2G PE -0 . 4
BS 2 . 0 0 . 0 46 . 9 0 . 0 0 . 039 TL 3 . 00 PV
Pipe : 6A FIXED PRESSURE LOSS DEVICE
BS 2 . 0 0 . 0 46 . 9 0 . 0 6 . 0 psi, 32 . 3 gpm
BD 2 . 0 0 . 0 40 . 9 0 . 0
Pipe : 6B 32 . 3 1 . 610 PL 7 . 00 PF 0 . 3
BD 2 . 0 0 . 0 40 . 9 0 . 0 5 . 1 120 FTG G PE -3 . 0
TR 9 . 0 0 . 0 37 . 6 0 . 0 0 . 039 TL 8 . 00 PV
Pipe : 7 32 . 3 1 . 394 PL 20 . 96 PF 1 . 6
TR 9 .0 0 . 0 37 . 6 0 . 0 6 . 8 150 FTG 2E PE 0 . 0
1 9 . 0 0 . 0 36 . 0 0 . 0 0 . 052 TL 30 . 48 PV
Pipe : 8 32 . 3 1 . 394 PL 1 . 83 PF 0 . 3
1 9 . 0 0 . 0 36 . 0 0 . 0 6 . 8 150 FTG E PE 0 . 0
2 9 . 0 0 . 0 35 . 6 0 . 0 0 . 052 TL 6 .59 PV
Pipe : 9 32 . 3 1 . 101 PL 10 . 00 PF 2 . 3
2 9 . 0 0 . 0 35 . 6 0 . 0 10 . 9 150 FTG E PE -4 . 3
3 19 . 0 0 . 0 29 . 0 0 . 0 0 . 165 TL 13 . 83 PV
Pipe : 10 32 . 3 1 . 101 PL 4 . 00 PF 2 . 2
19 . 0 0 . 0 29 . 0 0 . 0 10 . 9 150 FTG T PE 0 . 0
19 . 0 0 . 0 26. 8 0 . 0 0 . 165 TL 13 . 56 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE : 8/29/2007 C : \HASS\HOGAN 2 HEAD. SDF
JOB TITLE: HOGAN PROPERTIES 3RD. FLOOR
PE TAG Q (GPM) DIA(IN) LENGTH PRESS .
END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe : 11 32 . 3 1 . 101 PL 10 . 00 PF 2 . 3
4 19 . 0 0 . 0 26 . 8 0 . 0 10 . 9 150 FTG E PE -4 . 3
5 29 . 0 0 . 0 20 . 2 0 . 0 0 . 165 TL 13 . 83 PV
Pipe : 12 32 . 3 1 . 101 PL 2 . 83 PF 1 . 1
5 29 . 0 0 . 0 20 . 2 0 . 0 10 . 9 150 FTG E PE 0 . 0
6 29 . 0 0 . 0 19. 1 0 . 0 0 . 165 TL 6. 66 PV
Pipe: 13 32 . 3 1 . 101 PL 9. 79 PF 2 . 2
6 29 . 0 0 . 0 19 . 1 0 . 0 10 . 9 150 FTG E PE 0 . 0
7 29 . 0 0 . 0 16 . 8 0 . 0 0 . 165 TL 13 . 62 PV
Pipe: 14 16 . 0 1 . 101 PL 5 . 00 PF 0 . 2
7 29 . 0 0 . 0 16 . 8 0 . 0 5 . 4 150 FTG ---- PE 0 . 0
8 29. 0 0 . 0 16 . 6 0 . 0 0 . 045 TL 5 . 00 PV
Pipe : 15 16 . 2 0 . 874 PL 4 . 00 PP 1. 4
7 29 . 0 0 . 0 16 . 8 0 . 0 8 . 7 150 FTG 2ET PE 0 . 0
9 29 . 0 0 . 0 15 . 5 0 . 0 0 . 142 TL 9 . 59 PV
Pipe : 16 16 . 2 0 . 874 PL 3 . 00 PP 0 . 6
9 29 . 0 0 . 0 15 . 5 0 . 0 8 . 7 150 FTG E PE -1 . 3
32 . 0 4 . 4 13 . 6 16 . 2 0 . 142 TL 4 . 24 PV
Pipe: 17 16 . 0 0 .874 PL 5 . 83 PF 1 . 4
29 . 0 0 . 0 16 . 6 v . 0 8 . 6 150 FTG ET PE 0 . 0
11 29 . 0 0 . 0 15 . 2 0 . 0 0 . 139 TL 10 . 18 PV
Pipe: 18 16 . 0 0 . 874 PL 3 . 00 PF 0 . 6
11 29 . 0 0 . 0 15 . 2 0 . 0 8 . 6 150 FTG E PE -1 . 3
12 32 . 0 4 . 4 13 . 3 16. 0 0 . 139 TL 4 . 24 PV
NOTES :
(1) Calculations were performed by the HASS 7 . 8 computer program
under license no. 27021222 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0 . 009 gpm and a maximum
imbalance at any node of 0 . 180 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 10 . 9 ft/sec at pipe 13 .
•
• o
o �
w
WATER SUPPLY ANALYSIS
y ..
Static: 67 . 00 psi Resid: 50. 00
80. 0 p psi Flow: 1060 . 0 gpm y �,
LEGEND r
LTJ N
•• l0
Available pressure
x N
1 1 66.64 psi @ 132.2 gpm 0 0
70. 0
Required pressure 0
>
1 w 2 53.51 psi @ 132.2 gpm Z
A. Source Supply Curve
B. System Demand Curve
0
A 60 . 0 _ ro m
m 'u
U U) U)
F-3 H
G H Z
E 2 U
m r
50 . 0 w U)
P U)
O Cn
K
E U)
TJ H
S 40 . 0
o
S 0
w x
U '-‹
R
E 30. 0
r
H
n
P 20. 0 >
car
i K
x H
: U)
10. 0 r
x
0
0. 0 B _ z
N
x
U)
o• w
•
to m
C7
-14 .7 I I I I I I I I
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
' DATE: 8/29/2007 C: \HASS\HOGAN 2 HEAD. SDF
JOB TITLE : HOGAN PROPERTIES 3RD. FLOOR
TER SUPPLY CURVE
72+
*\
660 \\
\
\\
I \\
60+
\\
I \\
1
54X \\
\\
I \
* <-50 . 0 psi @ 1060 gpm
P 48+ Flow Test Point
R 1
E I
S I
S 42+
U I
R I
E I
36+
t i
P 1
S
I 30+
I ) I
i I
24+
18+
1
12+ LEGEND
I "
1 X = Required Water Supply "
53 . 51 psi @ 132 . 2 gpm
6+ "
I 0 = Available Water Supply "
I 66 . 64 psi @ 132 . 2 gpm "
if
0++-+---+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
Bulletin 135 Rev.E co
c
Relliabld Mod F
Residenel 1 tial Sprinklers c
M
Model Fl Res Sprinklers engineered for the lowest flows
to meet the minimum design density of.05 gpmtft2
Types: i*
1. F1 Res 49 Pendent `�
2. F1 Res 49 Recessed Pendent/F 1 .. , =- so 1�,,�:�-
3. F1 Res 49 Recessed Pendent/FP y = =
4. F1 Res 58 Pendent
5. F1 Res 58 Recessed Pendent/F1 Fl Res 49&58 Fl Res 49&58
6. F1 Res 58 Recessed Pendent/FP Recessed Pendent/F1 Recessed Pendent/FP
7. F1 Res 49 CCP Pendent
8. F1 Res 58 CCP Pendent . , , - ``
9. F1 Res 44 HSW ''�
10. F1 Res 44 Recessed HSW/F2 � 49`,,,,
w, '
11. F1 Res 58 HSW
12. F1 Res 58 HSW Recessed HSW/F2 .,'
13. F1 Res 44 SWC .,
IY. Fl I IGJ YV HSW
15. F1 Res 40 Recessed HSW/F2 Fl Res 49&58 Fl Res 44&58
CCP Pendent Recessed HSW/F2
Listings &Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus) '. it
2. NYC MEA 258-93-E -°
Slope Ceiling Approvals
Refer to Bulletin 035 -
•
• UL Listing Category I I I
Fl Res 44 SWC Fl Res 40 Recessed
Residential Automatic Sprinkler HSW/F2
UL Guide Number
VKKW
Patents Technical Data:
US Patent No. 6,516,893 applies to the • Thermal Sensor: Nominal 3mm glass-bulb
• Sprinkler Frame : Brass Casting
Model Fl Res 49 &58 Pendent Sprinklers • Sprinklers' Pressure Rating : 175 psi
Product Description Factory Hydrostatically Tested to 500 psi
• Thread Size: 1/2" NPT(R1/2)
Model Fl Res Pendent sprinklers(Figs. 1,2,3,&4)are • K-Factor:4.9 (Actual)-Fl Res 49 Pendent Sprinkler
fast response sprinklers combining excellent durability, 5.8 (Actual)-Fl Res 58 Pendent&HSW Sprinkler
high sensitivity glass-bulb and low profile decorative 4.4(Actual)-Fl Res 44 HSW Sprinkler
design. The Fl Res Horizontal Sidewall sprinklers(Figs. 4.0(Actual)-Fl Res 40 HSW Sprinkler
5,6&7)are equally attractive when above ceiling piping • Density: Minimum 0.05 gpm/ft2
cannot be used.
The 3mm glass-bulb pendent sprinklers, with a
K-Factor of 4.9, permit the efficient use of residential
water supplies for sprinkler coverage in residential fire Application
protection design. Model Fl Res Sprinklers are used for Residential Fire
The low flow Fl Res sprinklers are specially Protection according to UL 1626 Standard*. Be sure
engineered for fast thermal response to meet the that orifice size, temperature rating, deflector style and
sensitive fire protection application needs of the latest sprinkler type are in accordance with the latest
residential market standards (UL 1626 Standard *). published standards of The National Fire Protection
Upon fire conditions, rising heat causes a sprinkler's Association or the approving authority having
heat-sensitive glass-bulb to shatter, releasing the jurisdiction.
waterway for water flow onto the deflector, evenly
distributing the discharged water to control a fire. *Effective date 7/12/02
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Installation
Models Fl Res sprinklers are to be installed as SWC sprinklers use only the Model GFR1 sprinkler
shown. Model F1, F2 and FP Escutcheons, illustrated wrench; for installing Model Fl Res Recessed HSW
herewith,are the only recessed escutcheons to be used sprinklers use only the Model GFR1 Sprinkler Wrench.
with Model Fl Res sprinklers. Use of any other Use of wrenches other than those specified may
recessed escutcheon will void all approvals and damage these sprinklers. Install Fl Res 44 and 40 HSW
warranties. For installing Model Fl Res Pendent with a ceiling to deflector distance of 4"-12".Flow arrow
sprinklers use only the Model D sprinkler Wrench; for on deflector must point away from near wall and "Top"
installing Models Fl Res Recessed Pendent, CCP & marking must face ceiling.
• Model Fl Res 49 & 58
• Model F1 Res 49 & 58 Pendent Recessed Pendent 1 F1
'771-el 1
`
3't
t '
�• /
Fl escutcheon,3/4" (19mm) adjustment
`._S vatic-M_.J
-SW i ..J
II n■av CM.M.w UteX N
i 1ZHT.rwsr sNa.Riu 1
■ROODY DOSS
F i
-- !.Q Pr,R,.YG,O
111 ._ 4., , c•: , i
or i 111
$
kt f hi I
it y r ,
. I .....n...
L
I :1s/u a.
Jlii'G03 i.13Fi,U1 lnl
Fig. 1 Fig. 2
2.
9
Technical Data: Fl Res 49 Pendent and Recessed Pendent
Escutcheon*, Fl or F2, Data:
Sprinkler Max. Face of fitting to
Temp. Max. Ambient Actual Sprinkler Adjustment "A"
Thread Rating Pressure Temp. K Length Type Inch(mm) Inch(mm) ceiling
Size g P Inch(mm)
psi(bar) Factor Inch (mm)
°F °C °F C Min.=3/4" (19.1)
X"NPT 155 68 100 38 F1 '/(19.0) Max.=1%"(38.1) 16 ''6(4.7 24.0)
(R/) 175 79 175(12) 150 66 4.9 2.25(57) Min.= %6 (23.8) 3 „
F2 /(12.7) Max.=1/ (38.1) y6. x6(4.7-17.4)
*Note: Escutcheons F1 or F2 may be used with
Model F1 Res 49&58 Recessed Pendent Sprinkler
Deflector-to-ceiling - *Deflector-to -ceiling
Maximum 1" (25mm)to 4" (100mm) Maximum 4" (100mm)to 8" (203mm)
Max.Sprinkler Flow Pressure Sprinkler Max.Sprinkler Flow Pressure Sprinkler
Spacing Identification Spacing Identification
gpm (Lpm) psi(bar) gpm(Lpm) psi(bar)
ft (m) Number(SIN) ft (m) Number(SIN)
12 x 12(3.6x3.6) 13(49) 7.0(0.48) 12 x 12(3.6x3.6) 15(57) 9.4 (0.65)
14 x 14(4.3x4.3) 13(49) 7.0(0.48) 14 x 14(4.3x4.3) 16(60.5) 10.6(0.73)
16 x 16(4.9x4.9) 13(49) 7.0(0.48) R3516 116 x 16(4.9x4.9) 17(64.3) 12.0(0.83) R3516
18 x 18(5.5x5.5) 17(64.3) 1 12.0(0.83) 18 x 18(5.5x5.5) 19(72) 15.0(1.0)
20 x 20(6.1x6.1) 20(75.7) 16.7(1.14) 20 x 20(6.1x6.1) 22(83.2) 20.2(1.4)
*Note: The F1 Res 49 pendent and recessed pendent
residential sprinklers can be installed per NFPA 13 in
beamed ceilings meeting the following criteria:
1. Maximum beam depth = 7"(178mm)
2.Beam spacing at or greater than 7.5 ft.(2.3m)on center.
Technical Data: Fl Res 58 Pendent and Recessed Pendent
Sprinkler Max.
Thread Temp. Max Ambient K Sprinkler
Size Rating Pi urj Temp. Factor Length
� F oC
psi(bar) °F oC Inch(mm)
• "NPT 1 155 68 175(12) 100 38
I ' (Rh) 1 175 79 150 66 5.8 2.25(57)
Max. Sprinkler Flow Pressure Ceiling-to- Sprinkler
Spacing Deflector Identification
ft(m) gpm(Lpm) psi(bar) Inch(mm) Number(SIN)
12 x 12(3.6x3.6) 16(61) 7.6(0.53)
14 x 14(4.3x4.3) 16(61) 7.6(0.53)
1-4
16 x 16(4.9x4.9) 16(61) 7.6(0.53) (25-100) R3513
18 x 18(5.5x5.5) 19(72) I 10.8(0.75)
1 20 x 20(6.1x6.1) 22(83.3) i 14.4(1.0)
3.
1 • Model Fl Res 49 & 58 • Model Fl Res 49 & 58 1
CCP Pendent Recessed Pendent I FP
t
FP push-on/thread-off
escutcheon
2 5/8"[56.7mmJ CIA, 2 5/e'n..(ca.7)
2 5/16_WA. HOLE 1N CEILING .421.6 AI cF#rNG
[58,7mm] -3 2 5/?6'ou.
CUP 1 —`_j- 1 156.7)
CUP
'''°T`'1+= _.,
r-Y_,
Y"'-""� '-r ,�-- t H!/2"REDUCER �'-
t'` r �
CUP- I ,/ I I I ,•x 1/2'NfDGCEx
i.M=---=
if
CEILING ' { 1 N.
E ayll° t 1/4"[37,5mmJ ■
/
j-,,-;',-;,',77,1 1+ Alkl: FACE OF�7T}lNG \ /
"' k �I TO FACE OF CEILING I
y — `` ���� "'`
DIMENSION
A y - �' cF¢,wc �'��,
COVER ADJUSTMENT
:
HEIGHT 70 fACt Of MAK
\, \ r
3 5/10"Dw. Iii II it r��
135FG048 [84.Imm]
F1 RES 49 it /jj U
,' (JUST)N. A`..II.V f
& 58 CCP PEND. m.wusrWLHr �4��•
Fig. 3 Fig. 4
4.
Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent/ FP
CCP Options Data:
Sprinkler CCP Max. A" "B"
Thread Temp. .Assembly, Max
Ambient K Sprinkler Cover Adjustment CCP Height
Size Rating Temp. Factor Temp. Pressure T Length Inch(mm) Inch(mm)
Rating psi(bar) Inch(mm) %(12.7) 15/6(24)
°F °C °F °C I °F I °C 3/6(4.7) I 3(19)
1/2(RN)T 155 68 135 57 175(12) 100 38 4.9 2.25(57)
FP Data "A":
Max.Sprinkler Flow Pressure Sprinkler FP Position "A"
Spacing gpm(Lpm) psi(bar) Identification Inch(mm)
ft(m) Number(SIN) Max.Recessed '/,s(11)
12 x 12(3.6x3.6) 13(49) I 7.0(0.48) Min. Recessed %%6(24)
14 x 14(4.3x4.3) 13(49) 7,0(0.48)
16 x 16_(4.9x4.9) 14(53) 8.2(0.56) R3516 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not
18 x 18(5.5x5.5) 18(68.1) I 13.5(0.93) , suitable for installation in ceilings which have
20 x 20(6.1x6.1) 20(75.7) , 16.7(1.14) positive pressure in the space above.
Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP
Sprinkler Assembl Max.
Temp.
yi Max -..4. Sprinkler
Thread Temp Temp. '+�i1uic' K
Size Rating P Pressure Temp. Factor Length
Rating psi(bar) Inch(mm)
°F °C °F °C I °F °C
1/2"NPT 155 68 135 57 175(12) 100 38 5.8 2.25(57)
(Rh)
1 Max.Sprinkler Flow Pressure Sprinkler
Spa
Spacing gpm(Lpm) 1 psi(bar) Identification I Number(SIN)
_12 x 12(3.6x3.6) 16(61) 7.6(0.53)
I 14 x 14(4.3x4.3) 16(61) I 7.6(0.53) I
16 x 16(4.9x4.9) 16(61) 7.6(0.53) R3513
18 x 18(5.5x5.5) 19(72) I 10.8(0.75)
20 x 20(6.1x6.1) 22(83.3) 14.4(1.0) I
5.
• Model Fl Res 44 & 58 HSW • Model Fl Res 44 & 58
Recessed HSW/F2
t
T t
it , . � te-
0--
F2 escutcheon,y" (13mm)
adjustment
Technical Data: Fl Res 44 HSW & HSW/F2
Escutcheon, F2, Data:
Sprinkler Max Face of Fitting
Max Sprinkler I Adjustment
Thread Temp. Ambient K p Type Inch mm to wall
Size Rating Pre bare Temp. Factor Inch(Length ( ) Inch(mm)
°F °C Pte` ( ) °F °C F2 )/(13) 3e-1X6(4.7-17.4)
1/2"NPT 155 68 175(12) 100 38 4.4 2.45(62)
(Rh) 175 79 150 66 I
i Max.Sprinkler Ceiling o- Sprinkler Temp. Flow pressure Sprinkler
Spacing Deflector Rating gpm psi(bar) Identification
ft(m) Inch(mm) °F(°C) (Lpm) Number(SIN)
• 12 x 12(3.6x3.6) 155(68) 175(79) 12(45.4) 7.5(0.52)
14 x 14(4.3x4.3) 155(68) 175(79) 14(53.0) 10.2(0.71)
16 x 16(4.9x4.9) 4-6 155(68) 175(79) 16(60.6) 13.3(0.92)
16 x 18(4.9x5.5) (101-152) 155(68) 175(79) 18(68.1) 1 16.8(1.16)
18 x 18(5.5x5.5) 155(68) 175(79) 19(72.0) 18.7(1.29)
16 x 20(4.9x6.1) 155(68) 1 175(79) 23(87.1) 27.4(1.89) R3531
12 x 12(3.6x3.6) 155(68) 175(79) 14(53.0) 10.2(0.71)
14 x 14(4.3x4.3) 155(68) 175(79) 16(60.6) 13.3(0.92)
16 x 16(4.9x4.9) 6-12 155(68) 175(79) 17(64.4) 15.0(1.04)
(152-305)
16 x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 20.7(1.43)
16 x 20(4.9x6.1) 155(68) 175(79) 23(87.1) 27.4(1.89)
6.
Technical Data: Fl Res 58 HSW & HSW/F2
Escutcheon, F2, Data:
Thread
Sprinkler Max Ambient K Sprinkler r ype Adjustment Face of Fitting
P T Inch(mm) to wall
Size Rating Pressure Temp. Factor Inch(mm) Inch(mm)
°F °C P (bar) °F °C F2 %z(13) %5-'X6(4.7-17.4)
1/2"NPT 155 68 175(12) 100 38 5.8 2.45(62)
(R/2) 175 79 150 66
"A" I
Max.Sprinkler Ceiling-to- Sprinkler Temp. Flow Pressure Sprinkler
Spacing Deflector Rating gpm psi(bar) Identification
ft(m) Inch(mm) °F(°C) (Lpm) Number(SIN)
12 x 12(3.6x3.6) 155(68) 175(79) 16(60.6) 7.6(0.53)
14 x 14(4.3x4.3) 155(68) 175(79) 18(68.2) 9.7(0.67)
16 x 16(4.9x4.9) (101-152) 155(68) 175(79) 21 (79.5) 13.2(0.91)
16 x 18(4.9x5.5) 155(68) 175(79) 25(94.7) 18.6(1.28)
•
16 x 20(4.9x6.1) 155(68) 175(79) 29(109.8) 25(1.73) R3533
12 x 12(3.6x3.6) 155(68) 175(79) 22(83.3) 14.4(1.0)
14 x 14(4,3x4.3) 6_ 12 155(68) 175(79) 22(83.3) 14.4(1.0)
16 x 16(4.9x4.9) (152-305) 155(68) 175(79) 26(98.4) 20.1 (1.39)
16 x 18(4.9x5.5) , 155(68) 175(79) 31 (117.4) 28.6(1.97)
•
7.
• Model Fl Res 44 SWC
Vi i
f
4"to f2
,
,:s.� � y
(T0T.60mm T
O
304.80mm j
i s 7 1/4'01.73mmj M°xemwm
Fore Of FYlnq
\'‘'.":'.7.4,,:-, ,I "-'4 4 To woo dmms;en TURN TO ADJUST"UNTIL
'°> noir AGAINST WALL.
4 :, 1[. 1'X 1/2-Reducer /
fl 4t
Rmcommmmd.d 1"::r `� mg ',
WWI Note 2 5/16' .�1 �-
1 5/6- (58.7im J --'F'—• laj'L :,._..F. 3 3/16`
DTo. 010,
°_
..., _ TURN COLLAR UNTIL i
TX,.MT AGANST SPRINKLER I 1 21/37•
wRFNCN BOSS (42.0 7 J
18y2A7 -a--1/2-[127O,m/
Adjustmeml
El RES 44 SWC
Fig. 5
Technical Data: Fl Res 44 SWC
•
Sprinkler Cover Temp. Max. Sprinkler
• Thread Temp. Rating Max.Pressure Ambient Temp. K Length
Size Rating psi(bar) Factor
,
°F °C °F °C °F °C Inch(mm)
1/2'NPT 155 68 135 57 175(12) 100 38 4.4 2.45(62)
(R/2)
•
Max.Sprinkler Flow Sprinkler
Spacing Ceiling-to- 9pm Pressure Identification
ft{m) Deflector {LPm) psi(bar) Number(SIN)
Inch(mm)
12 x 12(3.6x3.6) 13(49.2) 8.7(0.60)
14 x 14(4.3x4.3) 14(53.0) 10.2(0.71)
16 x 16(4.9x4.9) (101 52) 17(64.3) 15.0(1.1)
16 x 18(4.9x5.5) 19(71.8) 18.7(1.13)
16 x 20(4.9x6.1) 23(87.1) 27.4(1.89) R3531
12 x 12(3.6x3.6) 14(52.9) 10.2(0.71)
14 x 14(4.3x4.3) B-12 15(56.7) 11.7(0.81)
16 x 16(4.9x4.9) (152-305) 18(68.1) 16.8(1.16
16 x 18(4.9x5.5) 20(75.6) 20.7(1.43) —�
8.
• Model Fl Res 40 Recessed
• Model Fl Res 40 HSW HSW/F2
.41*.: k -.......,
F2 escutcheon, y" (13mm)
adjustment
iiiiie
el
PACE OF FITTING 10 -
WALL DIMENSION
I t/4"MIN.
-2 1/I-HOLE CNA. _i (J I.&r+mJ
f1/6. '
� 1._. (r..2mmJ .a (3.2mmJ CEILING ro
Irt\\i\`\u\\tR�tl DEFLECTOR
• r 7"X 1/2•REDUCER-- tu'WE"sioN
rF 2 / '(A6.2„,„i t 2 Oa.
St 1 i
TURN COLLAR LINN
7JGHAINS7 SPRINILER
WRENCH T AG NGSS LZ:t
tJ3/GtA-t -'1 I/2"(73mmj
ADJUSTMENT
1 35FG05
I 1 Fl RES 58, 44 & 40 HSW/F2 I
Fig. 6 Fig. 7
Technical Data: Fl Res 40 HSW & HSW/F2
Escutcheon, F2, Data:
Sprinkler Max. Ad ustment Face of Fitting
Thread Temp. Max. Ambient K Sprinkler Type 1 to wall
Size Rating Pressure Temp. Factor Length Inch(mm) Inch(mm)
°F °C � psi(bar) °F °C Inch(mm) F2 y2(13) %6-",6( )
z 4.7 17.4
'h"NPT 155 68
(R1/2) 175 79 175(12) 1150 66 00 38 4.0 2.45(62)
I
Max Sprinkler Ceili g-to- Sprinkler Temp. Flow Pressure Sprinkler
Spacing Deflector Rating gpm psi(bar) Identification
(m) Inch(mm) °F(°C) (Lpm) Number(SIN)
12 x 12(3.6x3.6) 155(68) 175(79) 13(49.0) 10.6(0.73)
14 x 14(4.3x4.3) 155(68) 175(79) 16(60.5) 16.0(1.10)
16 x 16(4.9x4.9) 155(68) 17(64.3) 18.1 (1.24)
16 x 16(4.9x4.9) (101 152) 175(79) 18(68.1) 20.2(1.39)
16 x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 25.0(1.72) R3538
18 x 18(5.5x5.5) 155(68) 175(79) 22(83.3) 30.2(2.08)
16 x 20(4.9x6.1) 155(68) 1 175(79) 23(87.0) 33.1 (2.28)
12 x 12(3.6x3.6) 155(68) 175(79) 13(49.0) 10.6(0.73)
14 x 14(4.3x4.3) 6- 12 155(68) 175(79) 17(64.3) 18.1 (1.24)
(152-305)
16 x 16(4.9x4.9) 155(68) 175(79) 20(75.7) 25.0(1.72)
9.
Finishes(')
Standard Finishes Ordering Information
Specify:
Sprinkler F'l,F2, FP Escutcheons 1. Sprinkler Model
Bronze Brass
Chrome Plated Bright Chrome Plated 2. Sprinkler Type
White Polyester Coated White Painted 3. Temperature Rating
Special Application Finishes
Sprinkler Fl, F2, Escutcheons 4. Sprinkler Finish
Bright Brass Bright Brass 5. Escutcheon Finish
Black Plated Black Plated
Black Paint Black Paint
Off White Off White
Satin Chrome Satin Chrome
m Other finishes and colors are available on special order.
Consult factory for details.
Maintenance Model Fl Res 49 Recessed PendentlFl,
Model Fl Res 49, Fl Res 58, Fl Res 44 and Fl Res 40 Model Fl Res 49 Recessed Pendent/F2,
Sprinklers should be inspected quarterly,and the sprinkler Model Fl Res 49 Recessed Pendent/FP
system maintained in accordance with NFPA 25, 13, 13D, Sprinklers shall be [cULus Listed] [New York City MEA
and 13R. Do not clean sprinkler with soap and water, Approved (258-93-E)] low flow residential recessed
Ammonia or any other cleaning fluids. Remove dust by pendent sprinklers engine red to provide a minimum
using a soft brush or gentle vacuuming. Remove any design density of 0.05 gpm/ft'over the listed coverage area.
sprinkler v,i linh has been ahtorl (other than factory
sprinkler �' "�"'' p`"°"� t 1 Listed flows as specified by the manufacturer's technical
applied) or damaged in any way. A stock of spare data sheets are to be used. Residential sprinklers shall be
sprinklers should be maintained to allow quick installed in conformance with the manufacturer's installation
replacement of damaged or operated sprinklers. Prior to guidelines and the applicable installation standard. Where
installation, sprinklers should remain in the original cartons pendent residential sprinklers are installed under sloped
and packaging until used. This will minimize the potential ceilings having a pitch of up to [4/12] [8/12], the sprinklers
for damage to sprinklers that could cause improper shall be listed for such use. Deflector-to-ceiling distance
operation or non-operation. listing shall be 1" to 8" maximum. Sprinkler frame and
Model FIRES 49 Residential deflector shall be of bronze frame construction having a 1/2"
NPT thread. Water seal assembly shall consist of a
Sprinkler Specifications Teflon-coated Belleville spring washer and top-loaded
extruded cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [155°F (68°C)]
Model Fl Res 49 Pendent [175°F(79°C)]. Sprinklers shall have a nominal K-factor of
Sprinklers shall be [cULus Listed] [New York City MEA 4.9(70). Standard finish: [Bronze] [Chrome-plated] [White
Approved (258-93-E)] low flow residential pendent Polyester] [Special finish-specify]. Recessed escutcheon
sprinklers engineered to provide a minimum design assembly shall be a steel, two-piece escutcheon [with 1"
density of 0.05 gpm/ft2 over the listed coverage area. adjustment(Model F2)][with 3/4"adjustment(Model F1)][of
Listed flows as specified by the manufacturer's technical push-on and thread off design with 1/2" adjustment (Model
data sheets are to be used. Residential sprinklers shall be FP)]. Standard finish shall be [brass][bright chrome] [white
installed in conformance with the manufacturer's painted]. Residential recessed pendent sprinklers shall be
installation guidelines and the applicable installation Reliable [Model Fl Res 49 Recessed Pendent/F1] [Model
standard. Where pendent residential sprinklers are Fl Res 49 Recessed Pendent/F2] [Model Fl Res 49
installed under sloped ceilings having a pitch of up to[4/12] Recessed Pendent/FP] SIN 83516 (Bulletin 135).
[8/12], the sprinklers shall be listed for such use.
Deflector-to-ceiling distance listing shall be 1" to 8"
maximum.Sprinkler frame and deflector shall be of bronze
frame construction having a 1" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer and top-loaded extruded cup with 3 mm glass bulb
containing no plastic parts, and having a temperature
rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall
have a nominal K-factor of 4.9 (70). Standard finish:
[Bronze][Chrome-plated][White Polyester][Special finish-
specify]. Residential pendent sprinklers shall be Reliable
Model Fl Res 49, SIN R3516(Bulletin 135).
10.
"
M o d e l F l R e s 4 9 C C P P e n d e n t ( C o n c e a l e d ) t e m p e r a t u r e r a t i n g o f [ 1 5 5 � F ( 6 8 � C ) ] [ 1 7 5 � F ( 7 9 � C ) ] .
S p r i n k l e r s s h a l l b e [ c U L u s L i s t e d ] [ N e w Y o r k C i t y M E A S p r i n k l e r s s h a l l h a v e a n o m i n a l K - f a c t o r o f 4 . 0 ( 5 7 . 1 ) .
A p p r o v e d ( 2 5 8 - 9 3 - E ) ] l o w f l o w r e s i d e n t i a l c o n c e a l e d S t a n d a r d f i n i s h : [ B r o n z e ] [ C h r o m e - p l a t e d ] [ W h i t e
s p r i n k l e r s e n g i n e e r e d t o p r o v i d e a m i n i m u m d e s i g n P o l y e s t e r ] [ S p e c i a l f i n i s h - s p e c i f y ] . R e s i d e n t i a l
d e n s i t y o f 0 . 0 5 g p m / f t 2 o v e r t h e l i s t e d c o v e r a g e a r e a . h o r i z o n t a l s i d e w a l l s p r i n k l e r s s h a l l b e R e l i a b l e M o d e l F l
L i s t e d f l o w s a s s p e c i f i e d b y t h e m a n u f a c t u r e r '