HomeMy WebLinkAbout167 Towne Center Cir (2)RECEIVED
19 ,3 CITY OF SANFORD PERMIT, APPLICATION 0 C T 0 6 Z006
Permit # : t' — Date: _
I - ;
Job Address:
Description of Work: A 4
Historic District: Zoning: Value of Work: S 7, 3 d U
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm '\ Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential Commercial __4_ Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Attach Proof of Ownership & Legal Description)
q Youcc
Contractor Name &Address: c J i m/J' CS/, q t7 I Z 2 N., RA o Y u 7V_ o //
State License Number: 609 6,57000 /ZUU/
Phone & Fax: q0 2 - Z35 //00 e/o J- Z,j - //f 3 Contact Person: , la i /7,n iC Phone: 3 -1— Z% 3 -5 5 9&
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signatur ontractor/Agent Date
7 . /i
Print Owner/Agent's Name Print
Signature of Notary -State of Florida Date Signature of Nota -State of Florida
Owner/Agent is Personally Known to Me or
Produced I
i 'l
APPLICATION APPROVED BY: Bldg: Zoning:
Initia & Date)
Special Conditions:
at,
Contractor/Agent is Personally Known t
Produced ID
Initial & Date)
Utilities:
Initial & Date)
F D:
C-WW DD029140
Expires 2M8R000
Bonded thru (8001432.42
PRODUCER
CERTIFICATE NUMBER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS
UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE POLICY. THIS
CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
Marsh, InC. POLICIES DESCRIBED HEREIN.
1166 Avenue of the Americas
COMPANIES AFFORDING COVERAGENewYork, NY 10036
COMPANY A: Al South Insurance Co. Telephone (212) 345-5000
COMPANY B: American Home Assurance Co.
INSURED COMPANY C: Illinois National Insurance Co.
COMPANY. D: Insurance Company of the State of PA
SimplexGrinnell, LP
3701 N. JOHN YOUNG PARKWAY
ORLANDO, FL 32804
COMPANY E: National Union Fire Insurance Co.
COMPANY F; New Hampshire Ins. Co.
COMPANY G: New York Marine & General Insurance Co. (Lead) United States
COMPANY H: Noetic S cial Insurance Com an
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REOUIRMENTS, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE
AFFORDED BY THE POLICIES LISTED HEREIN IS SUBJECT TO ALL THE TERMS, CONDITIONS AND EXCLUSIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY
PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
LTR DATE (MMIDD/YY) DATE (MMIDD/YY)
B GENERAL LIABILITY RMGL5759120 10/1/2006 10/1/2007 GENERAL AGGREGATE 15,000,000.00
COMMERCIAL GENERAL LIABILITYX PRODUCTS -COMPIOPAGG 15,000,006.00
CLAIMS MADE a OCCUR PERSONAL & ADV INJURY 7,500,000.00
EACH OCCURRENCE 7,500.000.00OWNER'S & CONTRACTOR'S PROT
FIRE DAMAGE (Any one fire) 1,000,000.00
MED EXP (Any one person) 10,000.00
Q AUTOMOBILE LIABILITY RMCA 5836480 (TX) 10/1/2006 10/1/2007 COMBINED SINGLE LIMIT 7,500,000.00
B ANY AUTO RMCA 5836479 (VA) 10/1/2006 10/1/2007X
g
B
ALLOWED AUTOS
RMCA 5836481 (MA)
RMCA 5836482 (AOS)
10/1/2006
10/1/2006
10/1/2007
10/1/2007
BODILY INJURY (Per person)
SCHEDULED AUTOS
HIRED AUTOSX BODILY INJURY (Per accident)
NON -OWNED AUTOSX
PROPERTY DAMAGE
PROPERTY
EXCESS LIABILITY EACH OCCURRENCE
UMBRELLA FORM AGGREGATE
OTHER THAN UMBRELLA FORM
B
C
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
SEE PAGE TWO SEE PAGE TWO SEE PAGE TWO OTHER
UMXMrs n{rS
E). EACH ACCIDENT 2,000,000.00
A
E
THE PROPRIETOR/
PARTNERSIEXECUTIVE INCL EL DISEASE -POLICY LIMIT 2,000,000.00
F OFFICERS ARE: FXCL EL DISEASE -EACH EMPLOYEE 2,000,000.00
OTHER
DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES/SPECIAL ITEMS
Please see page 2 for additional insureds and any additional language.
v1+S"_.NS'.h. .e,.w+'aYe.. .var6kY,=..., a+-.-._iv-aa¢* .esA s....,.,>,2,.<..,,.0 'VYG '<'-w.d,a....:lsic.ss, _-. she
CityOf Sanford Bldg. Dept. 9 P
n: .Sb. .,3.?i,ewvsf k zkc ,.kG__-bf..SN+K z2ii.3,v'nv_- ..b u"'w- .,. ",wst.
SHOULD ANY OF THE POLICIES DESCRIBED HEREIN BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE
INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER
300 N. Park Ave. NAMED HEREIN, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON
Sanford, Fl, 32771
THE INSURER AFFORDING COVERAGE, ITS AGENTS OR REPRESENTATIVES, OR THE ISSUER OF THIS CERTIFICATE.
MARSH USA INC. BY: L,//y
Katherine OLeary, Casualty Program Jam k.-ne /" (Y p4Q.t11-
F ' -'• $ 7 MM4(3/02).:. `` r : 1/ALiD`AS OF OI512006 « i'm
CERTIFICATE NUMBER
309622
PRODUCER
COMPANY I: White Mountain Insurance Co.
Marsh, Inc.
1166 Avenue of the Americas
New York, NY 10036
Telephone (212) 345-5000
INSURED
SimplexGrinnell, LP
3701 N. JOHN YOUNG PARKWAY
ORLANDO, FL 32804
United States
WORKERS COMPENSATION POLICIES
Carrier Policy Number Eff. Date Exp. Date
B) American Home Assurance Co. RMWC 2920280 10/1/2006 10/1/2007
B) American Home Assurance Co. RMWC 2920292 10/1/2006 10/1/2007
AK,AL,AZ,CO,CT,DC,HI,IA,ID,IN,KS,KY,LA,MD,ME,MN,MO,MS,MT,NC,NE,NH,NM,OK,RI,SC,SD,TX,UT,VT
C) Illinois National Insurance Co. RMWC 2920289 10/1/2006 10/l/2007
B) American Home Assurance Co. RMWC 2920287 10/l/2006 10/1/2007
B) American Home Assurance Co. RMWC 2920290 10/l/2006 10/l/2007
A) AI South Insurance Co. RMWC 2920281 10/l/2006 10/1/2007
E) National Union Fire Insurance Co. RMWC 2920283 10/1/2006 10/1/2007
C) Illinois National Insurance Co. RMWC 2920286 10/1/2006 10/1/2007
B) American Home Assurance Co. RMWC 2920291 10/1/2006 10/1/2007
B) American Home Assurance Co. RMWC 2920285 10/1/2006 10/1/2007
F) New Hampshire Ins. Co. RMWC 2920282 10/1/2006 10/l/2007
E) National Union Fire Insurance Co. RMWC 2920284 10/l/2006 10/l/2007
D) Insurance Company of the State of PA RMWC 2920288 10/l/2006 10/l/2007
State
CA
MI
FL
NJ
GA
NV
IL
PA
DE
NY, WI
OR
AR,MA,TN,VA
LIABILITY PROGRAM
Certificate holder is added as an additional insured for General Liability, but only to the extent of the Named
Insured's negligence.
Additional Insureds: City Of Sanford Bldg. Dept.
Project: All Projects
If there is a question regarding this certificate please contact Ellen Harris
Email: eharris@tycoint.com Phone: 407-235-1100)
City Of Sanford Bldg. Dept.
300 N. Park Ave.
Sanford, FI, 32771
Earl K. Wood, Tax Collector Occupational License Orange County, F`ori
I . I tense s adlition td any` not in un,i of any other I Gen5e required by la." or, r tt, i;r ,ri .rnc I is siib E.r t tc; r .,r, ;iom c .i inr, i a!th nn,i ;riv
i J:hority:"It is valid ftom October 1>th(ough September 30 of license yearrDeli)quent penalty is added October 1.
ORIGINAL— 2006 EXPIRES n/30/2007 3121-0537842
PREVIOUSLY PAID
TOTAL DUE $,
A = ORLANDO, 32804
tf 1
F
This form becomes a receipt when validated by the Tax Collector. " . i I r
y '1:.-l 4 k k Y Pt 43 J,.F.i.t'M-3 d i x n x s Sjy: Srrlt 1 'ryp
Earl K. Wood, TaxCollector';4 a a;L oe 1hS r p 'G r, off{ tFzlor # .t, ,
z i -;..j. 41: t ...7 y. 2 vqY;.,. r'Sera. , u +" ? .';'!R v"u'l hishc, rsc is iri titicihon to and not In lieu of any other kense` 9 Ult f sby d ht4 Idl (dre fftallCe rlt is S"ubj l totr t lutono tfi,S d any o I e W u
thority. It k, valid frond 0('Joher-I thfough SFw(> rnber 30 of lice nse year.; Delinquent penalty is 6,dded be4obdr 1; ORIGINAL""*
2006 EXPIRES 9/30/2007 3502-0524870 3502
WHOLESALE ELECTRONICSYSTEM$70.00 40 EMPLOY( ES;' c
EX
GRINNELL hP TOTALTAX $70,00 4 PREVIOUSLY
PAID $0.00: s a { e
X
3042 84g.
Af70N FL 3343f 0942 TOTAL
DUE $70.00 a yr
yp )
ll
f4t ! Cr%{.
L F }Y j ny 3'
01 N JOHN YOlONG PY#110 fi ef3UGHANAN MICAHEL PRESIDENT 9110j2006 1 2:46 P!i Csh 00,1,1 keq 0024 A - ORLANDO 32804 , - i/Ref 00240U6f55 p&i: 91,19%2Qti6 This
form becomes a receipt when validated by the Tax Collector.
Tyco
Fire & Security 3701 North John Young Parkway
Suite 110
Orlando, FL 32804
Simplex Grinnell (407) 235-1100 Phone
407) 235-1150 Fax
POWER OF ATTORNEY
MAY 15, 2006
I HEREBY AUTHORIZE JOSEPH J. NEMCEK & RYAN FUNK OF
SIMPLEX GRINNELL TO SIGN FOR, APPLY FOR AND PICK-UP FIRE
SUPPRESSION PERMITS IN THE STATE OF FLORIDA
J
aka
GEORGE E ILLER
BEFORE MF_. APPEARED GEORGE E MILLER TO ME WELL KNOWN
TO ME TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED
THAT GEORGE E MILLER EXECUTED SAID INSTRUMENT FOR
THE PURPOSES "THEREIN EXPRESSED.
WITNESS MY HAND AND OFFICIAL SEAL, THIS 16 DAY OF MAY
2005.
NOTARY PUBLIC STATE OF FLORIbA
PAMELA A . YIGELRW'
Notary PubliC, State o2FFlorida
Nly Comm. O p. a f.
Comm. No CD 411691
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF STATE FIRE MARSHAL
TALLAHASSEE, FLORIDA
CERTIFICATE OF COMPETENCY
THIS CERTIFIES THAT: GEORGE E MILLER
I G255 FORTUNE PARKWAY BUILDING 500 SU1TI; 120
3ACKSOWLLE, FL 32256-
BUSiNESS ORGANIZATION: SIMPLEX GRINNELL LP
CONTRACTOR II IS LIMITED TO THE EXECUTION QF CONTRACTS REQUIRING THE ABILITY TO LAYOUT, FABRICATE, INSTALL, INSPECT, ALTER, OR SERVICE WATER SPRINKLER SYSTEMS, WATER SPRAY SYSTEMS, FOAM -WATER SPRINKLER SYSTEMS, FOAM WATERSPRAYSYSTEMS, STANDPIPES, COMBINATION STANDPIPES AND SPRINKLER RISERS, ALL PIPING THAT IS AN INTEGRAL PART OF THESYSTEMBEGINNINGATTHEPOINTOFSERVICE, SPRINKLER TANK HEATLR,S, AIR LINES, THERMAL SYSTEMS USED IN CONNECTIONWITHSPRINKLERS, AND TANKS AND PUMPS CONNECTED THERETO, .EXCLUDING PRE-ENGINEERED SYSTEMS.
Chitf F Vandai WKg r
07101120061 Oi 1 16 Duval 60476500012001 7626340001 150.00 06 30 2008
Issue Dace Type Class County LicemelPcrrnit Number Application # Taxes & Fe,e$ Expire Date
SIMPLEX GRINNELL
3701 N. JOHN YOUNG PKWY
ORLANDO,FL 32804
HYDRAULIC CALCULATIONS
FOR
ANCHORBLUE
167 TOWN CENTER CIR
DATE: SEP 25, 2006
DESIGN DATA -
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
TOTAL WATER REQUIRED (including hose)
FLOW AND PRESSURE (@ BOR):
SPRINKLER ORIFICE SIZE:
NAME OF CONTRACTOR:
DESIGN/LAYOUT BY:
AUTHORITY HAVING JURISDICTION:
Ras vavOF
ORDINARY HAZARD GR-1
15 gpm/sq. ft.
1500 sq. ft.
99 sq. ft.
23 sprinklers
399.7 gpm
649.7 gpm
399.7 gpm @ 44.9 psi
1/2" inch
SIMPLEXGRINNELL
RYAN FUNK
CITY OF SANFORD
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4902113206)
HRS SYSTEMS, INC.
TUCKER, GA 30084
Y C11)
CU
Cyx
L0
m
co
I Q
W U
Q F-
LOw
U) t-- 0
w 0)QCY)
Cvo
C
3_
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG PSI) PSI) (GPM) PSI) GPM) PSI)
SOURCE 51.0 44.0 2246.0 50.3 649.7 44.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 649.7 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 399.7 GPM
NODE ANALYSIS DATA
DENSITY
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT.
FT) PSI) GPM) FT-2,) GPM/FT^2)
1 14.0 K= 5.60 7.2 15.0 99.0 0.150 0.151
2 14.0 K= 5.60 7.0 14.8 99.0 0.150 0.150
3 14.0 K= 5.60 7.7 15.6 99.0 0.150 0.157
4 14.0 K= 5.60 7.7 15.5 99.0 0.150 0.157
5 14.0 K= 5.60 9.0 16.8 99.0 0.150 0.170
6 14.0 K= 5.60 9.2 17.0 99.0 0.150 0.172
7 14.0 K= 5.60 10.9 18.5 99.0 0.150 0.187
8 14.0 K= 5.60 13.8 20.8 99.0 0.150 0.211
9 14.0 K= 5.60 8.3 16.2 99.0 0.150 0.163
10 14.0 K= 5.60 8.1 16.0 99.0 0.150 0.161
11 14.0 K= 5.60 8.1 15.9 99.0 0.150 0.161
12 14.0 K= 5.60 8.4 16.2 99.0 0.150 0.164
13 14.0 K= 5.60 8.4 16.2 99.0 0.150 0.164
14 14.0 K= 5.60 10.1 17.8 99.0 0.150 0.180
15 14.0 K= 5.60 9.7 17.4 99.0 0.150 0.176
16 14.0 K= 5.60 13.6 20.6 99.0 0.150 0.208
17 14.0 K= 5.60 9.8 17.5 99.0 0.150 0.177
18 14.0 K= 5.60 9.5 17.3 99.0 0.150 0.174
19 14.0 K= 5.60 9.6 17.3 99.0 0.150 0.175
20 14.0 K= 5.60 10.2 17.9 99.0 0.150 0.181
21 14.0 K= 5.60 9.9 17.7 99.0 0.150 0.178
22 14.0 K= 5.60 12.5 19.8 99.0 0.150 0.200
23 14.0 K= 5.60 15.2 21.8 99.0 0.150 0.220
A 14.0 8.3
B 14.0 8.5
C 14.0 9.1
D 14.0 10.1
E 14.0 12.4
F 14.0 15.6
G 14.0 34.1
H 14.0 9.1
I 14.0 9.1
J 14.0 9.4
K 14.0 10.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
NODE ANALYSIS DATA
DENSITY
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT.
FT) (PSI) (GPM) (FT-2) (GPM/FT^2)
L 14.0 - - - - 11.7 - - - - - - - - - - - -
M 14.0 - - - - 15.0 - - - - - - - - - - - -
N 14.0 - - - - 34.2 - - - - - - - - - - - -
0 14.0 - - - - 10.7 - - - - - - - - - - - -
P 14.0 - - - - 10.8 - - - - - - - - - - - -
Q 14.0 - - - - 11.1 - - - - - - - - - - - -
R 14.0 - - - - 11.9 - - - - - - - - - - - -
S 14.0 - - - - 13.9 - - - - - - - - - - - -
T 14.0 - - - - 16.8 - - - - - - - - - - - -
U 14.0 - - - - 34.1 - - - - - - - - - - - -
V 14.0 - - - - 34.3 - - - - - - - - - - - -
W 14.0 - - - - 35.3 - - - - - - - - - - - -
X 14.0 - - - - 38.2 - - - - - - - - - - - -
SOURCE 0.0 SOURCE 44.9 399.7 - - - - - - - - -
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
PIPE 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 15.0 1.049 PL 3.50 PF 1.1
A 14.0 0.0 8.3 0.0 5.6 120 FTG 3ET PE 0.0
1 14.0 5.6 7.2 15.0 0.076 TL 14.50 PV
Pipe: 2 14.8 1.049 PL 5.33 PF 1.2
A 14.0 0.0 8.3 0.0 5.5 120 FTG 3ET PE 0.0
2 14.0 5.6 7.0 14.8 0.075 TL 16.33 PV
Pipe: 3 29.8 1.610 PL 8.00 PF 0.3
A 14.0 0.0 8.3 0.0 4.7 120 FTG PE 0.0
B 14.0 0.0 8.5 0.0 0.034 TL 8.00 PV
Pipe: 4 15.6 1.049 PL 0.50 PF 0.8
B 14.0 0.0 8.5 0.0 5.8 120 FTG 2ET PE 0.0
3 14.0 5.6 7.7 15.6 0.082 TL 9.50 PV
Pipe: 5 45.4 1.610 PL 8.00 PF 0.6
B 14.0 0.0 8.5 0.0 7.2 120 FTG PE 0.0
C 14.0 0.0 9.1 0.0 0.074 TL 8.00 PV
Pipe: 6 15.5 1.049 PL 8.25 PF 1.4
C 14.0 0.0 9.1 0.0 5.8 120 FTG 2ET PE 0.0
4 14.0 5.6 7.7 15.5 0.082 TL 17.25 PV
Pipe: 7 61.0 1.610 PL 8.00 PF 1.0
C 14.0 0.0 9.1 0.0 9.6 120 FTG PE 0.0
D 14.0 0.0 10.1 0.0 0.127 TL 8.00 PV
Pipe: 8 16.8 1.049 PL 2.42 PF 1.1
D 14.0 0.0 10.1 0.0 6.3 120 FTG 2ET PE 0.0
5 14.0 5.6 9.0 16.8 0.095 TL 11.42 PV
Pipe: 9 17.0 1.049 PL 0.50 PF 0.9
D 14.0 0.0 10.1 0.0 6.3 120 FTG 2ET PE 0.0
6 14.0 5.6 9.2 17.0 0.096 TL 9.50 PV
Pipe: 10 94.8 1.610 PL 8.00 PF 2.3
D 14.0 0.0 10.1 0.0 14.9 120 FTG PE 0.0
E 14.0 0.0 12.4 0.0 0.287 TL 8.00 PV
Pipe: 11 18.5 1.049 PL 4.33 PF 1.5
E 14.0 0.0 12.4 0.0 6.9 120 FTG 2ET PE 0.0
7 14.0 5.6 10.9 18.5 0.113 TL 13.33 PV
Pipe: 12 113.3 1.610 PL 8.00 PF 3.2
E 14.0 0.0 12.4 0.0 17.9 120 FTG PE 0.0
F 14.0 0.0 15.6 0.0 0.400 TL 8.00 PV
Pipe: 13 20.8 1.049 PL 3.67 PF 1.8
F 14.0 0.0 15.6 0.0 7.7 120 FTG 2ET PE 0.0
8 14.0 5.6 13.8 20.8 0.140 TL 12.67 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
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: 14 134.2 1.610 PL 25.83 PF 18.5
F 14.0 0.0 15.6 0.0 21.1 120 FTG T PE 0.0
G 14.0 0.0 34.1 0.0 0.546 TL 33.83 PV
Pipe: 15 16.2 1.049 PL 2.33 PF 0.7
H 14.0 0.0 9.1 0.0 6.0 120 FTG 3E PE 0.0
9 14.0 5.6 8.3 16.2 0.088 TL 8.33 PV
Pipe: 16 16.2 11.938 PL 12.00 PF 0.0
H 14.0 0.0 9.1 0.0 0.0 120 FTG PE 0.0
I 14.0 0.0 9.1 0.0 0.000 TL 12.00 PV
Pipe: 17 16.0 1.049 PL 1.83 PF 0.9
I 14.0 0.0 9.1 0.0 5.9 120 FTG 2ET PE 0.0
10 14.0 5.6 8.1 16.0 0.086 TL 10.83 PV
Pipe: 18 32.1 1.610 PL 8.00 PF 0.3
I 14.0 0.0 9.1 0.0 5.1 120 FTG PE 0.0
J 14.0 0.0 9.4 0.0 0.039 TL 8.00 PV
Pipe: 19 15.9 1.049 PL 6.50 PF 1.3
J 14.0 0.0 9.4 0.0 5.9 120 FTG 2ET PE 0.0
11 14.0 5.6 8.1 15.9 0.085 TL 15.50 PV
Pipe: 20 48.0 1.610 PL 8.00. PF 0.7
J 14.0 0.0 9.4 0.0 7.6 120 FTG PE 0.0
K 14.0 0.0 10.0 0.0 0.082 TL 8.00 PV
Pipe: 21 16.2 1.049 PL 4.17 PF 1.6
K 14.0 0.0 10.0 0.0 6.0 120 FTG 2E2T PE 0.0
12 14.0 5.6 8.4 16.2 0.089 TL 18.17 PV
Pipe: 22 16.2 1.049 PL 4.75 PF 1.7
K 14.0 0.0 10.0 0.0 6.0 120 FTG 2E2T PE 0.0
13 14.0 5.6 8.4 16.2 0.088 TL 18.75 PV
Pipe: 23 80.5 1.610 PL 8.00 PF 1.7
K 14.0 0.0 10.0 0.0 12.7 120 FTG PE 0.0
L 14.0 0.0 11.7 0.0 0.212 TL 8.00 PV
Pipe: 24 17.8 1.049 PL 1.67 PF 1.6
L 14.0 0.0 11.7 0.0 6.6 120 FTG 2E2T PE 0.0
14 14.0 5.6 10.1 17.8 0.105 TL 15.67 PV
Pipe: 25 17.4 1.049 PL 6.08 PF 2.0
L 14.0 0.0 11.7 0.0 6.5 120 FTG 2E2T PE 0.0
15 14.0 5.6 9.7 17.4 0.101 TL 20.08 PV
Pipe: 26 115.7 1.610 PL 8.00 PF 3.3
L 14.0 0.0 11.7 0.0 18.2 120 FTG PE 0.0
M 14.0 0.0 15.0 0.0 0.415 TL 8.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
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: 27 20.6 1.049 PL 1.67 PF 1.5
M 14.0 0.0 15.0 0.0 7.7 120 FTG 2ET PE 0.0
16 14.0 5.6 13.6 20.6 0.138 TL 10.67 PV
Pipe: 28 136.3 1.610 PL 26.00 PF 19.1
M 14.0 0.0 15.0 0.0 21.5 120 FTG T PE 0.0
N 14.0 0.0 34.2 0.0 0.563 TL 34.00 PV
Pipe: 29 17.5 1.049 PL 3.00 PF 0.9
0 14.0 0.0 10.7 0.0 6.5 120 FTG 3E PE 0.0
17 14.0 5.6 9.8 17.5 0.102 TL 9.00 PV
Pipe: 30 17.5 1.610 PL 8.00 PF 0.1
0 14.0 0.0 10.7 0.0 2.8 120 FTG PE 0.0
P 14.0 0.0 10.8 0.0 0.013 TL 8.00 PV
Pipe: 31 17.3 1.049 PL 3.75 PF 1.3
P 14.0 0.0 10.8 0.0 6.4 120 FTG 2ET PE 0.0
18 14.0 5.6 9.5 17.3 0.099 TL 12.75 PV
Pipe: 32 34.8 1.610 PL 8.00 PF 0.4
P 14.0 0.0 10.8 0.0 5.5 120 FTG PE 0.0
Q 14.0 0.0 11.1 0.0 0.045 TL 8.00 PV
Pipe: 33 17.3 1.049 PL 6.50 PF 1.5
Q 14.0 0.0 11.1 0.0 6.4 120 FTG 2ET PE 0.0
19 14.0 5.6 9.6 17.3 0.100 TL 15.50 PV
Pipe: 34 52.1 1.610 PL 8.00 PF 0.8
Q 14.0 0.0 11.1 0.0 8.2 120 FTG PE 0.0
R 14.0 0.0 11.9 0.0 0.095 TL 8.00 PV
Pipe: 35 17.9 1.049 PL 2.08 PF 1.7
R 14.0 0.0 11.9 0.0 6.6 120 FTG 2E2T PE 0.0
20 14.0 5.6 10.2 17.9 0.106 TL 16.08 PV
Pipe: 36 17.7 1.049 PL 4.92 PF 2.0
R 14.0 0.0' 11.9 0.0 6.6 120 FTG 2E2T PE 0.0
21 14.0 5.6 9.9 17.7 0.103 TL 18.92 PV
Pipe: 37 87.6 1.610 PL 8.00 PF 2.0
R 14.0 0.0 11.9 0.0 13.8 120 FTG PE 0.0
S 14.0 0.0 13.9 0.0 0.249 TL 8.00 PV
Pipe: 38 19.8 1.049 PL 1.67 PF 1.4
S 14.0 0.0 13.9 0.0 7.4 120 FTG 2ET PE 0.0
22 14.0 5.6 12.5 19.8 0.128 TL 10.67 PV
Pipe: 39 107.5 1.610 PL 8.00 PF 2.9
S 14.0 0.0 13.9 0.0 16.9 120 FTG PE 0.0
T 14.0 0.0 16.8 0.0 0.362 TL 8.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
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: 40 21.8 1.049 PL 1.67 PF 1.6
T 14.0 0.0 16.8 0.0 8.1 120 FTG 2ET PE 0.0
23 14.0 5.6 15.2 21.8 0.153 TL 10.67 PV
Pipe: 41 129.3 1.610 PL 26.00 PF 17.3
T 14.0 0.0 16.8 0.0 20.4 120 FTG T PE 0.0
U 14.0 0.0 34.1 0.0 0.510 TL 34.00 PV
Pipe: 42 134.2 4.260 PL 4.83 PF 0.1
G 14.0 0.0 34.1 0.0 3.0 120 FTG T PE 0.0
V 14.0 0.0 34.3 0.0 0.005 TL 30.83 PV
Pipe: 43 265.6 4.260 PL 5.17 PF 0.1
V 14.0 0.0 34.3 0.0 6.0 120 FTG PE 0.0
N 14.0 0.0 34.2 0.0 0.017 TL 5.17 PV
Pipe: 44 129.3 4.260 PL 10.00 PF 0.0
N 14.0 0.0 34.2 0.0 2.9 120 FTG PE 0.0
U 14.0 0.0 34.1 0.0 0.004 TL 10.00 PV
Pipe: 45 399.7 4.260 PL 3.00 PF 1.0
V 14.0 0.0 34.3 0.0 9.0 120 FTG T PE 0.0
W 14.0 0.0 35.3 0.0 0.036 TL 29.00 PV
Pipe: 46 399.7 4.260 PL 55.00 PF 2.9
W 14.0 0.0 35.3 0.0 9.0 120 FTG T PE 0.0
X 14.0 0.0 38.2 0.0 0.036 TL 81.00 PV
Pipe: 47 399.7 6.357 PL 25.00 PF 0.6
X 14.0 0.0 38.2 0.0 4.0 120 FTG 2ECB PE 6.1
SOURCE 0.0 SRCE 44.9 N/A) 0.005 TL 114.00 PV
NOTES:
1) Calculations were performed by the HASS 7.8 computer program
under license no. 4902113206 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 0.002 gpm and a maximum
imbalance at any node of 0.088 gpm.
3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 21.5 ft/sec at pipe 28.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
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 ChkVly BfyVly GatVly AlmChk DPVly NPTee
1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00
1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00
11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
in) E T L C B G A D N
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee
4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00
6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00
50.0
G
A
U
G 40.0
E
P
R
E 30.0
S
S
U
R
E 20.0
p
s
i 10.0
0.0
14.7
WATER SUPPLY ANALYSIS
Static: 51.00 psi Resid: 44.00 psi Flow: 2246.0 gpm
LEGEND
Available pressure
1 50.29 psi @ 649.7 gpm
l Required pressure
2 44.87 psi @ 649.7 gpm
A. Source Supply Curve
2 \
B. System Demand Curve
600 900 1200 1500 1800 2100 2400
FLOW (GPM)
2700 3000
C40
O>
W -3
13
L 7
h4
F-3 to
CT] N
z o
xEDM
O
t
C
Cn
H
z
x
r
C
u:
F-3
n
3
x
c
C7
C
r
H
C-i
z
x H
Cn
J
0D
z
C
x
O
N
c
t w
to cD
d
ftj Qo
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 9/25/2006 C:\HASS78\ANCHORBLUE.SDF
JOB TITLE: ANCHORBLUE
WATER SUPPLY CURVE
60+
I
I
I
55+
I
I
50+ 0 \\\\
45+ X \\\
44.0 psi @ 2246 gpm
Flow Test Point
I
P 40+
R
E
S
S 35+
U
R
E
30+
I
P
S
I 25+
I
I
I
20+
I
I
I
15+
I
I
10+ LEGEND "
I"
X = Required Water Supply "
44.87 psi @ 649.7 gpm "
5+ "
0 = Available Water Supply "
50.29 psi @ 649.7 gpm "
I"
0++-+---+----+-----+------+--------+--------+---------+--- -+
8001200 1600 2000 2400 2800 3200 3600 4000
FLOW (GPM)