FEMA-EC02071801P9)
The City With A Beautitul Future
BUILDING PERMIT APPLICATION
Print or Type in a Clear, Legible Manner
Job Address: �7 LI S D
Date: C, h
Lot: 1 Block: Subdivision: �� n� I' I�1J10�
Phase or Section Number:
Owner Address: j �
Mary
Phone ,),- IM , 17�
Contractor:�f,, �Ull ,� Address: cqAP\�� � -ry -7S� E�OU Phone #:
/Work
Description of to be Done✓ Class of Work: [New ❑ Addition ❑ Alteration ❑ Repair ❑ Demolition
Rates
J
Area of Building in Square Feet
First Floor Garage ���
Second Floor ��� Other
Value of Work
to be Performed I
GRAY AREA FOR OFFICE USE ONLY
NOTICE
Permit Fee: --�
Receipt Number: 7/{
Zoning District:
Occupancy Classification:
This permit becomes null and void if work or construction authorized is not commenced
within 180 days, or construction on work is suspended or abandoned for a period of 180 days
at any time after work is commenced.
Approved By;Date:
I hereby certify that I have read and examined this application and know the same to be true
and correct. All provisions of laws and ordinances governing this type of work will be
complied with whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any other federal, state or local law
regulating construction of the performance of construction.
I%Q4J�•/
If
Comments:
i nature of Contractor or Authorized Agent Print Na e
Electrical Contractor Plum ing Contractor Mechanical Contractor
FPMC - 1 (4/94)
BUILDING INSPECTION - WHITE, APPRAISAL - YELLOW, CUSTOMER - PINK
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VATIC '
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FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.g.,No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM. Expires July 31, 2002
ELEVATIGN GLRTIFICATE
-Ina ortant: Read the instructions on pages 1 - 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. o.) OR P.O. ROUTE AND B NO. Company MAIC Number
14-6 ZQ&lC
CITY STATE ZIP CODE
CoPP_F "7501
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 1 Rr_" >e- 4 -::Vr- A. -4b EWS ^kAA1a2-.
BUILD NG USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.)
kep_:�; I b45N &(--•
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: Ll GPS (Type):
( ##° - ##• - ##.W or ##.#####0) NAD 1927 Ll NAD 1983 Ll USGS Quad Map Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
I Tek* -S
B4. MAP AND PANEL
B5. SUFFIX
B6. FIRM INDEX
B7. FIRM PANEL
B8. FLOOD
B9. BASE FLOOD ELEVATION(S)
NUMBER
DATE
EFFECTIVE/REVISED DATE
ZONE(S)
(Zone AO, use depth of flooding)
610
Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
1-1 FIS Profile 1>0 FIRM 1J Community Determined 1J Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: I)C NGVD 1929 1J NAVD 1988 1J Other (Describe):
B12. Is the building located in a Coastal -Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1—I Yes I No
Designation Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: 1_IConstruction Drawings* KJBuilding Under Construction* 1_1Finished Construction
*A new Elevation Certificate ill be required when construction of the building is complete.
C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from
the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion
calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion.
Datumb" IqM Con versio /Comments
Elevation reference mark used Does the elevation reference mark used appear on the (may Yes IANo
❑ a) Top of bottom floor (including basement or enclosure) 4-�JL ft•(•�
❑ b) Top of next higher floor _ ft.(m) 140, • p� T '!q
❑ c) Bottom of lowest horizontal structural member (V zones only) �i _ ft.(m)
❑ d) Attached garage (top of slab)AW_ ft.(m)
❑ e) Lowest elevation of machinery and/or equipment w R B ODES
servicing the buildingIJ _ ft.(m) -2 ' 36 1
E to•09 v
❑ f Lowest adjacent grade (LAG) q ft.( 6) Z y OFFS
❑ g) Highest adjacent grade (HAG) tv' ft (e1) 9�'O•SU O
❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent gradeIT
Ell i) Total area of all permanent openings (flood vents) in C3h 1i sq. in. (sq. cm) J j
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
/understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1 oo1.
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/ r Bldg. No.) OR P.O. ROUT.Ft AND BOX NO' Policy Number
CITY STATE ZIP CODE Company NAIL Number
_T190A5 ISO ILC
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (C NTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
1-1 Check dere if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO sand Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting
information for a LOMA or LOMR-F, Section C must be completed.
E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed –
see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is LI—1 ft.(m) LLlin.(cm) Ll above or Ll below
(check one) the •higFiest adjacent grade. '
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is
—I-1 ft•(m)1-1-1in.(cm) above the highest adjacent grade.
E4. For Zone AO only: 'If no flood depth number is available,'is the top ofihe bottom floorelevated in accordance with the.cdmmunity's,
floodplain management ordinance? 11 Yes I No 1_1 Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -Issues or
community -issued BFE) or Zone AO must sign here.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
1_1 Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below.
G1. —r The information in Section C was taken from otherdocumentation that has been 'si'g'ned and embossed by a licensed surveyor,
engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the
elevation data in the Comments area below.)
G2. LI A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or
Zone AO.
G3. 1-1 The following information (Items G4 -G9) is provided for community floodplain management purposes.
G7. This permit has been issued for: LI New Construction LI Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the btyilding is: _ ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
.1 _ .4.1-1 Check here if attachments
FEMA Form 81-31, AUG 99 REPLACES ALL F'KtVIUUJ tUl I IUN0
Residential
Concealed Pendent Sprinklers.
Stealth'I" S244)
GENERAL DEJ'CRIPTION
Ina IVF sd Id "1l�Co -+a PanJc-nl
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horl II- 11p "a
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I l inJUW I fol Nn •x in
neigl ll NrYAIaKo wIIlp9 kill
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NCI d,.1m Pl.io -f au}'cccupancy Poi 14FPA Id.
L -sal I1 a Idd 3 t wa Plate Aee ern bly Which car
eGl II Illier 11 ra0n9 compnn-nU nbova the :all-
rY I Purablo Iwo p c resign ofNo O var pima
a1WNl 11[lqupA Cbf c., allow if la11WIm of the
r/pfc -.mat i190ldu,nvp�lawionays-
I f l IF I d f J or P l'A :a-
Gon 111 I1Itc'[ly1 I. -.d callnJ Tl ,y eho Fa=
tar nuval of ,I mgod ne11in9 Panels for Q",s to
huW J nyJW01G tI✓Ilhou l11-11,10 1flet 'ji " ,
aowtm oleou y [am and ul o1�„p'inxme
Alsu Ip Irable IWC -Jce Jmcigo of [II- the SjI, od,j'
"Iovl]e Iol I'"I lnoh(127 nor) of vel i Iy]JLIII pl,CP
tedue Ih a surrey W which the Ienglh ofiixed Plpa.
burps le fl,II must Ue c1, I.
l Ila SL.lij, nndWslllppad whh n Dwposnhla Pro-
ICflI4V J1P a ehown I F�IOLIIc 1_l he Pr t ou", Cap I;
pampa e II „ loved l r t t S2 W snq U- fo-
placol0fol{II111 10 oII tlofag-.;pzn�'m-
s011 d n I n shop- ITa e of the CaP I;an al.o po dead
Ion All ccn[cr o[ II { noI' "i t l -I f boalJ,
cells J I a1 by PII.LU IlIj Ll'Il", l w l l against
Ne C p IVIIIII the c l Il mar t c rpl aa, the
Cap u 1 t.""d and t w cover Pmla Asmll lbly lnelnlled.
'Ria lm IW hes;denuul b ,�� da Ipued vdlh heal Sao-
.villvllyI'd w ter dist lbtjl n ll, Geo tis proven to
hasp it Ne canvas df F,,WeI Ilpl fro: le nnpwvc Ihr.
chin"capd ur be 21'aelleltid-Holo-
ever) Iu all lfrp I ytadl efB np[491IP�[LIIl4
GoaWIl IdIIC II ery W,u 1e -s arts sufaly cunslnlo-
regwretl by buiIll lding cudu-
K�aRN/M6g
Atlasc
All"
hcnnal Conl'oale[I Ptndant Sy�fo-
filers dbad ersp, o usl Vo 1nsHllorl sad maim
nvn dr pl'ad. w ll this tln�l t>s lvoll
wills ITaaopb bJ 1rd-ri-u)IIFNti-nnlFimPfo-
l<Vf A ock fir 1 1 fid 1"on fo the afandartle of
any lwuly il,"s0m(loo Fa7ure (v
as eo rta) Ilppplr Vie Inlegfily at Meso peace s.
Havel e of ITa aAou
"t,d tipul,I),,s-,a /he I,,-
rad at of aaidan(cl ryyo arehileeYu ro, Mere will
4..
Gas - v.I '1 / - - 1- . ,`
'Rr'I AI f rtacw tl Irll rnI I /..r po
e(NFdq i 130,
'It I h- 1 ri,c r r rt_
[lon n,lvll, I-Jlcuoa i.
gurevn._w,d aPPn..� -
llhr -npu smlOry f Cnsr unl Ort -veno
Froth spy ofV Ju -1=m rl „r nm
rap✓a nfa Crve, an l m liItli is r( dI,Ir.j nn ur lflo
za✓r t p„vinlca �opy,�f /hisa -curate rc <, s-:: z-
cnoqulf dwnar.
fAe 1w4'1,1 _.... n ...P -ms
rocuo/
'Y'll" ata d l In P✓ ! [✓1 7 t�-
tlon Th, 1lml➢n9 C prl dl Jn
fvru 'hnultl it, loom f ralallt /eany gpJslbus-
OPERATION
Whul raPo5a,1 m II a ❑rm. V L-er. Plae:, wnlcb
i' "I'dorud " [ha G sum -a[ Ihre Foiud} MIs away to
ape e ane sprit Ria �eanbly Al [hl 1 1rt lne D Ilruol
eupp tJd by the Aldw d[ops boom w ¢., opal alien .I poa.
lion.
the ,7P bulb con[ In alldldW111 h y Jwh-lI,-
ms d lC Flaill, Wpar lh r [Fd x,ml u C a,Cj L d.
Ilha ilu I esPar p=,nh 41J r sh'u I Iho JI., -1 cw1h,
wN� Ihon allows ILe SpdoKlvr m a 1, 1. ..ffi=r 1,
slow.
TECHNICAL DATA
Approvals
IJLan I ULC Li>tad NYC Al06pill, (ti L4 1 11 -J8 -I-).
(The vpl.lurls apply a IIt to bla service col)dmona 11I'll,
In lha Da:agn t v is saline.)
Alia unW-.rKinaPrc>ura
Iet Pat(I'.I bel')
Dlsalttrge I,i112an[
K= 4 2 GPM/pets!' {60.51.P M)darn')
Tampma[ufa h'5 ring
lss°bleu°o
Pini.h s
L'Ill f sol : Uhfarl I PI l d ,F 4Yf11e h iflIll q
(CII ... I pal.[ wsl h adtl colors ihI, f than whi la o:o
3Vrl ate
I'll fe"IIPEL)
vny oal C
Fit' Relldn aYlI SPr(Redf. Flg ore .)
tum twlb,
Gr_Fa,urvI,a b,ln o bulmn. -1 ne
d I (ed spring
t] IAN SPFINKLEK 14lU .n-tycu /ry rzm,wno/wu Crn. COmP M' 'IS l.11
11.1--7)-_ a 11Ill, l leilJ.srLLv`tlp 1 111,11 plar1P1I,1 Jto.oam .-Jd
Paye 2 STAR SPRINKLER INC.
1-3.1.11
Plate consists Of a beryllium nickel disc spring that Is
sealed on both its inside and outside edges with a Teflon?
gasket_ The compression screw, arms and deflecmr are
bronze, and the mounting cup is steel_ The cover plate
and enclosure are brass.
Patents
U_S.A_ Patent Number 5,152,344 is applicable to the
Stealth Raslaential_
DESIGN CRITERIA
The Stealth Residential Coundarrad Pendent Sprinklers
must only be installed antl afillzod in accordance with the
following described criteria which are provided by the
manufacturer.
NOTES
Residential Fire Sprinkler Systems should only be as-
signed add
m
installed by those copetent and com-
pletely familiar with automatic sprinkler system de-
sign, installation procedures, and techniques.
Several criteria may apply to the installation and us-
age of each sprinkler Consequently, it is reemn-
mended that the sprinkler system designer review
and develop a working understanding of the com-
plete list of criteria prior to initiating the design of the
Sprinkler system.
Questions concerning sprinkler installation and us-
age criteria which are not covered by the following in-
structions should be submitted to Star Sprinkler Inc.
Include sketches and technical details as appropriate.
In some instances, the requirements of this docu-
ment may concern specifications which are more
stringent and which take precedence ever those
specified in NFPA 13, NFPA 13D, NFPA 13R, or by the
Authority Having Jurisdiction (AHJ).
The spray from the sprinkler is distributed radially
outward and downward from the sprinkler deflector.
Consequently, the sprinklers must be located such
that there will not be any blind spaces shielded from
spray by partitions, room dividers, overhangs or
p
othararts of the dwelling structure.
The number of sprinklers within each compartment
(as defined by NFPA 13, 13D, or 13R), must be kept
as few as possible. Do NOT use more sprinklers than
necessary to cover a particular space.
The sprinkler must be secured in position by firmly
fastening the sprinkler system piping to the struc-
ture. If the sprinkler is not properly, secured in posi.
tion, reaction forces resulting from sprinkler opera-
tion could alter its orientation and its water
distribution pattern. The sprinkler escutcheon cannot
be used to hold the sprinkler in position.
General Service Conditions. The Stealth Residential
must only be utilized in vial pipe sprinkler systems.
Thermal Response Criteria. All residential sprinklers in-
stalled within a compartment (as earned by relevant
NFPA standards) must be of the same heat response that -
troll characteristics, and their temperature ratings are to
be within ID°F of each other.
Hydraulic Design Criteria. The minimum required single
and multiple sprinkler flow rales are given in Table A as a
function of temperature rating and the maximum allow -
_.._SINGLE
MULTIPLE
SPRINKLER
SPRINKLERS
COVERAGE
CAREAIGl
Fl.w1°r
Minimum Flow.
AREA Is)
eftMinicam
(Resltlual Pressure)
(Realtlual Pressure)
FT. x FT.
156`F
165E
12x12
16GPh1
12—GPM --
_.
(14.5 PSI)
(6LPSI)
14x10
15 GPM
12 GPM
_
(14.5PSI)
S2PSI)
16x1
T 16 GPM
12 GPM
_
(141 11)
(62 PSI)
13x16
24GPM -'
17GPM
-
(321 PSI)
(16.4 PSI)
20x20 f
25 GPM
16 GPM
(35.4PSI)
16A PS)
(a) Por coverage area dimensions less Nan
or between those
indicated, it is nepeasary to Fisc the minimum
natured flow for
the next highest ... im, area for ,lurh
hytlreulic design
criteria are stated.
(b) Requirement Is based on minimum flow in GPM from each
sprinkler. Tn. ai,a.rd[edud,kr [pressures are..lculat..
Qi the nominal K -fear., Rare, to Hydraulic Design Catena
Section for details.
TABLE A
HYDRAULIC DESIGN CRITERIA
able coverage areas. The single sprinkler flow rate, is the
minimum required discharge from the most hydraulically
demanding single sprinkler and, the multiple sprinkler
flow rate is the minimum required discharge from each of
the bind number of "design sprinklers' (as specified in
NFPA 13, 13D, or 13R).
Spray Coverage Criteria. Figures 3 and 4 provide spac-
ing rules that must be followed to assure that the Stealth
Residential will provide their design distribution of water
spray. The nominal wetting pattern at the minimum re-
quired flow conditions Her Table A) for a 20 It, x 20 fr.
coverage area is illustrated in Figure 5,
Operation.[ Sensitivity Criteria. For proper operational
sensitivity, the Stealth Residential must be Installed be-
neath a solid ceiling having a smooth or textured surface
and in accordance with Figure 1.
The Stealth Residential most NOT be used above or be-
low oP.ngr,dd.d type suspended ceilings; beneath Sof-
fits or beams resulting In a deflector -lo -calling distance
IF e., deflector -to -mounting surface plus depth of soffit or
beam) exceeding 4 inches; or, with beams, Joists, or
ducts having a height of more than 3 inches located
within the sprinkler coverage areas. Beams having a
height of more than 3 inches may be located with their
centerlines along the boundaries separating adjacent
sprinkler coverage areas.
Cold Soldering Criteria. Figures 3 and 4 provide the
minimum spacing requirements necessary for preventing
the wetting (i.e., cold soldering) of the heat responsive
element (Bulb) of a non -operated Stealth Residential,
which is adjacent to one which has operated
Heat Source Criteria. Refer to NFPA 13D for the require-
ments relating to preventing the possible release of a
Stealth Residential heat responsive element (Bulb) due
to exposure to heat sources other than abnormal fire.
)DuPont Registered Trademark
SUBMITTAL SERIAL NO:4154HY1 09-02-2002 PAGE I
SPEAR CARRIAGE HOUSE 2nd FL 1HEAD
FLOW TEST RESULTS
Water Supply
STATIC 60.00 PSI
RESIDUAL 60.00 PSI @ 45.00 GPM
CITY PRESSURE AVAILABLE AT 21.0 GPM 60.00 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR
FLOW FLOW
K -FACTOR
PRESSURE
___
50
_-_- --__
16.00 16.00
--------
4.20
--------
14.51
TOTAL WATER
REQUIRED FOR SYSTEM
16.00
GPM
OUTFLOWS
AT 1
5.00
GPM
TOTAL WATER
REQUIREMENT
21.00
GPM
PRESSURE
REQUIRED AT 0
44.89
PSI
MAXIMUM
PRESSURE UNBALANCE
IN LOOPS
0.00
PSI
MAXIMUM
VELOCITY FROM 14
TO 15
8.36
FPS
SUBMITTAL SERIAL NO:4154HY1
SPEAR CARRIAGE HOUSE 2nd FL 1HEAD
09-02-2002 PAGE 2
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN
Devices
Ft
PSI/Ft
PSI
16
50
0.884
L
13.00
C=150
PT
14.51
(
50)
Q
16.00
F=T,3E
F
24.00
PE
-1.08
BN
T
37.00
0.1312
PF
4.85
15
16
0.884
L
14.50
C=150
PT
18.28
(
16)
Q
16.00
F=0
F
0.00
PE
0.00
BN
T
14.50
0.1312
PF
1.90
14
15
0.884
L
12.50
C=150
PT
20.18
(
15)
Q
16.00
F=E
F
7.00
PE
0.00
BN
T
19.50
0.1312
PF
2.56
4
14
1.109
L
18.00
C=150
PT
22.74
(
14)
Q
16.00
F=4E
F
28.00
PE
4.33
NC
T
46.00
0.0435
PF
2.00
3
4
1.109
L
4.50
C=150
PT
29.07
(
4)
Q
16.00
F=E,T
F
12.00
PE
0.00
FM
T
16.50
0.0435
PF
0.72
2
3
1.109
L
11.00
C=150
PT
29.79
(
3)
Q
16.00
F=DDC
F
0.00
PE
4.77
FR
T
11.00
0.0435
PF
0.48
1" AMES
2000 DOUBLE CHECK
BFP
5.04
1
2
1.291
L
135.00
C=150
PT
40.08
(
2)
Q
16.00
F=T,E,EE
F
6.00
PE
0.00
UN
T
141.00
0.0207
PF
2.92
0
1DQ
5.00
1.291
L
2000.
C=150
PT
43.00
(
1)
Q
21.00
F=T,MET
F
3.00
HE
0.00
UN
T
23.00
0.0343
PF
0.79
1" Meter
1.10
PT
44.89
(
Oi
SPEAR CARRIAGE HOUSE 2nd FL 1HEAD
Sigma Dynamics Corporellan
7700 Supply / Demand Graph
leo
120
116
1101
105
100
Margin
Pressure 15.11 PSI
Flo. Inr finite
96
NO
85
80
75
70
65
60•
•
•
S
66
60
45
:
•
—
40
—.
35
30
25
20-
15
1ti�D
6..,,
1V N JV 9V DV VV /V
Water Flow (GPM)
System Demand..
Sprinkler Demand 44.28 PSI B 16.00 GPM
Additional Flo.s 5.00 GPM
Hose at Source 0.00 GPM
Total Demand 44.89 PSI B 21.00 GPM
Water Supply..
Static 60.00 PSI
Residual 60.00 PSI B 45.00 GPM
Elevation 0.00 PSI
0
SUBMITTAL SERIAL NO:4154HY1
SPEAR CARRIAGE HOUSE 2nd FL 2HEAD
FLOW TEST RESULTS
Water Supply
STATIC 60.00 PSI
RESIDUAL 60.00 PSI @ 45.00 GPM
CITY PRESSURE AVAILABLE AT 30.1 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K -FACTOR PRESSURE
___- ________ ------
60 13.05 12.00 4.20 9.66
61 12.00 12.00 4.20 8.16
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 1
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 14 TO 15
60.00 PSI
25.05 GPM
5.00 GPM
30.05 GPM
47.38 PSI
0.00 PSI
13.10 FPS
09-02-2002 PAGE 1
SUBMITTAL SERIAL NO:4154HY1
SPEAR CARRIAGE HOUSE Ind FL 2HEAD
09-02-2002 PAGE 2
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN
Devices
Ft
PSI/Ft
PSI
16
61
0.884
L
2.00
C=150
PT
8.16
(
61)
Q 12.00
F=E
F
7.00
PE
-0.22
BN
T
9.00
0.0770
PF
0.69
15
16
0.884
L
14.50
C=150
PT
8.63
(
16)
Q 12.00
F=0
F
0.00
PE
0.00
BN
T
14.50
0.0770
PF
1.12
PT
9.75
(
15)
------------------
15
60
0.884
L
0.50
C=150
PT
9.66
(
60)
Q 13.05
F=T
F
3.00
PE
-0.22
BN
T
3.50
0.0900
PF
0.32
14
15DQ
12.00
0.884
L
12.50
C=150
PT
9.76
(
15)
Q 25.05
F=E
F
7.00
PE
0.00
BN
T
19.50
0.3006
PF
5.86
4
14
1.109
L
18.00
C=150
PT
15.62
(
14)
Q 25.05
F=4E
F
28.00
PE
4.33
NC
T
46.00
0.0996
PF
4.58
3
4
1.109
L
4.50
C=150
PT
24.53
(
4)
Q 25.05
F=E,T
F
12.00
PE
0.00
FM
T
16.50
0.0996
PF
1.64
2
3
1.109
L
11.00
C=150
PT
26.17
(
3)
Q 25.05
F=DDC
F
0.00
PE
4.77
FR
T
11.00
0.0996
PF
1.10
1" AMES
2000 DOUBLE
CHECK
BFP
5.10
1
2
1.291
L
135.00
C=150
PT
37.14
(
2)
Q 25.05
F=T,E,EE
F
6.00
PE
0.00
UN
T
141.00
0.0475
PF
6.70
0
1DQ
5.00
1.291
L
20.00
C=150
PT
43.84
(
1)
Q 30.05
F=T,MET
F
3.00
PE
0.00
UN
T
23.00
0.0666
PF
1.53
1" Meter
2.01
PT
47.37
(
0)
SPEAR CARRIAGE HOUSE 2nd FL 2HEAD
Sigma Dynamics Corporation
7700 Supply / Demand Graph
125
120
115
110
Margln
Pressure 12.62 PSI
Flo. Int inite
105
100
95
90
85
80
75
70
65
60•
•
$
•
65
50
45
40
35
30
25
20
15.
D
10
5
M t.es
10 2D 30 4V ou vv ...
Water Flow (GPM)
System Demand..
Sprinkler Demand 46.44 PSI ! 25.05 GPM
Additional Flovs 5.00 GPM
Hose at Source 0.00 GPM
Total Demand 47.38 PSI B 30.05 GPM
Water Supply..
Static 60.00 PSI
Residual 60.00 PSI B 45.00 GPM
Elevation 0.00 PSI
PLAN VIEW
IT 11 IpX
IN
3 e.
ti
y
�,
94'
-
o"
FREE SEE CXNI wo
&NWINISM NINE
SI TO
SEWN►►rw
CIII
IN, II
i ,,,','� IN MS •
,;�il�'1� I', SII
. .
���,`
SECTION.
SECTION B-8
FREEZE
PROTECTION
DETAILS
IN
3 e.
ti
y
�,
94'
-
o"
6RAA L
M
DRIN
----------------------
r
— — — jn xio-o ori
3- 301 51' FL,•
rf„ 4 yL'
SS IYl
woov N/R -SLOPE TO i R .
eAuunox _ ,},(� oY$ - N V A a��FR t
prJ _Ixl". Y.P FLoof 'B`1�111111 .,eEPy
I
F A I w T
W e cLy SLOPE e'
Q / A O3l.'N
eaunLrGveR zxw—Yzt/ewcel M11u T9T�
PiVP Ib*oc.'2x4 wavD ON TOP
PNP Bal(Ar.rYFt-co¢ - -
/ FVF
REF. 1 ue
II 41"
I
`
Low E Mu31PR
III mY 11I
CONTRACTOR
7a
A/C III
Fgov✓ TE5i-
Sfaflc ; 60 I's)
7AXSIV Ar NEAR
ic. H' 8 aq oa
� 6/v�TER /ice
9a
tm •m�
S ITE PLAn
IN t F�n-
xEe
F}v✓f E.
ei
►i u
I"5p9I
RISE'i
245 ''T
E TEnP (,/{{,G.
L a..
>Jb - Ft..I fit- A4,o/
SCALE
�® 1
42' PIPED TO OUTSIDE , c%
/ I'RM SVIIW
Tt' DI IX/TESi VA Cy
I
WIRING AND MONITORING OF
SUPERVISORY SWITCHES
TO BE DONE BY A LICENSED
,1' xEs eooae CONTRACTOR.
WIDERau m SLWLY
RISER DETAIL
47S
TOLCO
PIPE STRAP
w/TEK SCREW
HGR RING
w/EYE SOCKET
NA%I
NUN HANGER SPACING FOR CPVC PIPE
sl, t = 5'-6'— 6' FROM ELL -12' FROM TEE
1' = 6'-0'-12' FROM ELL -24' FROM TEE
I14 ' = 6'-6'-18' FROM ELL -24' FROM TEE
2- = 81-001
TYPICAL HANGERS
NTS
z°
L
`7
-
— r
8
94'
-
o"
-7L4 1.1 G=4
i
q/R ti
XA iuT
�o b
--. jiG 6/lr watt y� wooO av Ti7r
aa�
NX' 0-0i4p
TOoMD F
fL OPE
FLDOC
I £&
�1. PEACI fROM qYg GEFAf
—t -4Y8 CEPAA
24s-6 Fix
7tmfp LOWS
31-4e
CARIZI AGE I-� Dv s
15r FLDo�Z I'1-A),I
-- - y4
I
NOTES:
1, THIS SYSTEM IS DESIGNED M ACCORDANCE WITH NFPA 13-D
STANDARDS AS SUPPLEMENTED BY THE CITY.
2. PIPES ARE CPVC PIPES WITH CEMENTED FITTINGS.
3. PIPE SIZES ARE HYDRAULICALLY CALCULATED,
4. CALCULATED DENSITIES ARE BASED ON U.L. LISTING OF THE SPRINKLER
USED,
5. ALL PIPES SHALL BE PROTECTED FROM FREEZING TEMPERATURES.
6, INSTALLATION 1S RESTRICTED TO CALCULATED CONDITIONS AS
FOLLOWS:
® MAXIMUM DISTANCE BETWEEN SPRINKLERS= 16'- 0'
MAXIMUM DISTANCE FROM WALLS = 8' - 0'
❑ MAXIMUM DISTANCE BETWEEN SPRINKLERS = 20' - Y
MAXIMUM DISTANCE FROM WALLS = 10' - 0'
*EXCEPT AS NOTED ON PLANS FOR SPECIFIC CONDITIONS.
7. PIPE SIZES ARE SHOWN FOR ALL PIPES. PIPE LENGTHS ARE SHOWN
ON PIPES THAT RELATE TO HYDRAULIC CALCULATIONS. ALL OTHER
PIPE LENGTHS ARE SUBJECT TO FIELD CONDITIONS AND NOTE 6.
8. A TAMPER SWITCH AND FLOW SWITCH WILL BE PROVIDED BY RESCOM.
FOR OPTIONAL MONITORING, WRUNG AND MONITORING SHALL BE DONE
BY OTHER LICENSED ELECTRICAL CONTRACTORS,
9. SYSTEM PIPING SHALL BE HYROSTATICALLY TESTED AT
0 VISUAL AT CITY PRESSURE
❑ 200 PSI FOR TWO HOURS.
❑ SO PSI OVER CITY PRESSURE FOR 2 HOURS,
10 PIPING IN ATTIC IS TO BE INSULATED AGAINST FREEZING
❑ BY OTHERS,
® BY RESCOM.
i"SPKF
I
om Fire Systems, Inc.
10906 Shad -Tn11
Snits 1LLF
Dells. TI 79220