12100 Plantation Lakes Cir - BC99-000753 (1999) (PLANTATION LAKES - BLDG 12) DOCUMENTS1qlq
3°-'
ZONE
CONTRACTOR
ADDRESS _
PHONE #
LOCATIOI
OWNER
ADDRESS
PHONE # L%l 'o' 1
PLUMBING CONTRACTOR -7 y / / r.
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
I I DD ptorjwfqi;i 411W LA kes cc. .
SUBDIVISION:6d ft1 DATE
A
PERMIT. # crl'-l4s5 LOT NO. 1 !9 JU JOB
f.A.AJCAAJ4Ao!7",
BLOCK:
I0SECTION:
COSTST% 4b((
p, QUARE FEET: FEE $
MODEL: STATE
NO. 06COZ&IR70 OCCUPANCY CLASS: Res FEE
Q-74? G,
crl - 23Cf -2-F-EE sf tO
PHONE # MECHANICAL
CONTRACTOR
1 "7 EL E S- ADDRESS PHONE #
MISCELLANEOUS
CONTRACTOR
ADDRESS SEPTIC
TANK
PERMIT NO. SOIL TEST
REQUIREMENTS ( FINISHED FLOOR
ELEVATION REQUIREMENTS (_
J ARCHITECTURAL APPROVAL
DATE: INSPECTIONS I
TYPE DATEOKREJECTBYFEESENERGY
SECT. EPI: Gci. (r„
Z (cto .sot-k i-n CERTIFICATE OF
OCCUPANCY ISSUED # DATE: _
FINAL DATE
CITYO JRD ELECTRICAL APPLICATION
PERMIT NO. 2DATE: THE
UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING
ELE C WORK^: ^ OWNER'
S NAME: 1 f)-p-admowL ADDRESS
OF JOB: Q Lak S ELECTRICAL
Subject
to rules and regulations of the city electrical cone. By
signing this application I am stating I am in compliance wkb t e City Electrical Code Applicant'
s Signature EC,
00n Ig55( States
License#
CITY OF SANFORD MECHANICAL APPLICATION
PERMIT NO. l DATE: 4
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQUIPMENT:
OWNER'SNAMEAG1/yaN
ADDRESS OF JOBALb6'12 " IZ IQp ?KL4 N Tx i ea LA s CJ A!
MECHANICAL CONTRACTOR: e-aav
RESIDENTIAL C --- COMMERCIAL
Subject to rules and regulations of Sanford Mechanical Code
eQ07r7 Qa
By Signing this application I am stating that I am;
pp,i4C88,Siv0nature
ompliance with City of Sanford
Mechanical Code. y0
States License#
CERTIFICATE* OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: oV-
ADDRESS: /0-1 10ci kP(an-6Il°p1 C-
f61 - CONTRAC
OR/PROJECT NAME: CC
Cons4y-4 u+ on e.
s C; (-ole. The
Building Dept. Has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept.
To sign off on the C.O. or submit an addendum if it has een
denied. Your prompt attention will be appreciated. Thank you.
0m
go l -7,e8 Engineering:
Public
Works: Utilities/
Cross Connection: 1 <
51
r( Fire
Department: Zoning
Department:
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: - -Utz
ADDRESS: % I n %n Laej ne
qq--7 3
CONTRACTOR/PROJECT NAME:
ccl co(kSkcd 0n
The Building Dept. Has prepared a certificate of occupancy for the
above location and is requesting a final inspection by yourdepartment. After your inspection, please contact the Building
Dept. To sign off on the C.O. or submit an addendum if it haseendenied. Your prompt attention will be appreciated. Thank
you.
Engineering: Fire Department:
Public Works: --, .64-- ZoningDepartment:
4 Io•
p
Utilities/Cross Connection:
juaa
CERTIFICATROP- OCCUPANCY. ADDENDUM
SANFORD PUBLIC WORKS -DEPARTMENT
407) 330-5680,FAX(407) 33.0-5601
Project: Plantation - Lakes September-19; 2000
12100 Plantation -Lakes -Circle
reason for Disapproval: none
Conditional Agreement:
L. Building.12100 was.not complete when-Linspected.the.area. There was a considerable
amount- of construction -debris around -the site.
2. The asphah- was damaged in several areas around -building 12100 and 10100.
3. The construction area was -not fenced -off from the residents. This should be of -great
concern to -your company -because of the liability it presents. A safety fence should be in
place to. protect residents -from -harm.
Approved -by Publie-Works Department_subject-to. acceptable -completion of the_abpve
deficiencies -within 30 days.
Recommend-baving all. parties -revolved- having -a -final -wall. t4r-ougb before C.O. of the lest
two buildings; -
Note. -This Addendum -does -not -include other- Depwtnent's:comments.
Thank you,
Robert Beall
Signs. an&Tiaffia.Coordinator
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: -3-Uo
ADPRESS: RESS:J),(60 P16404l a,1 LaeS CONTRACTOR/
PROJECT NAME: Con
S rcA c io The
Building Dept. Has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has beendenied. Your prompt attention will be appreciated. Thank you.
Engineering:
Public
Works: Fire
Department: Zoning
Department: Utilities/
Cross Connection: C.
O./C.C. CNECKUST - UTILITIES Di tT. f,
9 ,Q21/ j ' /OJ ' 00 fLS W Utility
Inspector's Finad __ _.% FDEP Cieasance -
Water ---------- h)ww
Af R G4*' B/
v a 3: 3 C FDEe Clearance -
Sewer City Services
Easements Maintenance Bond (
10% - 2yr) Other -------------------- off------
i
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE:-;"',R
ADDRESS: I (.:' r" I C; SLt:i c
3
CONTRACTOR/PROJECT NAME:
The Building Dept. -Has prepared a certificate of occupancy for theabovelocationandisrequestingafinalinspectionbyyourdepartment. After your inspection, please contact the BuildingDept. To sign off on'the C.O. or submit an addendum if it hasbeendenied. Your prompt attention will be appreciated. Thankyou.
Engineering: Fire Department:
Public Works: Zoning Department:
Utilities/Cross Connection:
R.c-vJ 8 2S --o* 4' ys a e" . j9 ' w ' -._
1?li::
2''. %•mil (X',
UY s ivices Ease lenti - - - - - - - - - - - - - - - - - - - ;.
M0111tcnance-Borid (10%,--•s,r) --------------------
Other
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE:
ADDRESS: 100
CONTRACTOR/PROJECT NAME:
C1 13
The Building Dept. Has prepared a certificate of occupancy for the
above location and is requesting a final inspection by yourdepartment. After your inspection, please contact the BuildingDept. To sign off on the C.O. or submit an addendum if it hasbeendenied. Your prompt attention will be appreciated. Thank
you.
Engineering:
Public Works:
Utilities/Cross Connection:
Fire Department:
Zoning Department:
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: --W- (D
ADDRESS: ()o
Cici- -751
CONTRACTOR/PROJECT NAME:
G C?--Y,13 u C;h-3n
The Building Dept. Has prepared a certificate of occupancy for the
above location and is requesting a final inspection by yourdepartment. After your inspection, please contact the BuildingDept. To sign off on the C.O. or submit an addendum if it hasbeendenied. Your prompt attention will be appreciated. Thank
you.
Engineering:
Public Works:
Utilities/Cross Connection:
i
Fire Department:
Zoning Department:
Orel--7.5
FEDEWIL BIER6El & MANAbE ff AGENCY '* OAM NCI 3087-0077NATIONALFLOODINKIMIICEPROGRAWEONAdy31. 2002
ELEVATION EERTIFICATE
Irnporlaint Read dw batruetlons On 111111106 1- 7-
SECTION At PROP INFONUTION.----• '. OaltAanrUSK
a anttaaion I es, Ltd.
BINIOtMA.STREETA011ABSALI ba $! • jft oft Nat OR P.O. ROVIdAND BOX NO. Co mier, W11C Mnhbsr
WIT
Sanford FL
PROPEKIY DESCRIPTION (lot ON Block Nwebere. TO Parod Nnmbar. LOP 0"Olptle", OIL)
LA (OP flDNAU ttORIi1JONTAL OArUM: sourm u VS Rrpai
e/'•M-Md or Mddga') („JWale 7 UW1DtelIS UUS65OwdM* uoow
SECTION e - FLOOD INSURANCE RATE MAP (Emig INFORMATION
B1' i r ie"FARM NoyNumm 11
m a STATE
00 E 4i1 Roy EWjffV4F4WOCITE „P*,S) • i (zoo.NAwe 10 a0 1W.
Sla Indicate the mm of tM One Flood Elevallm W-10 d,a of base Hood 408nand in 89.
U FIS Profile kg FIRM U Coeaw* nelson*,- U Other (Oe cift):
811. Indicate the elevation dahrm used 1w to 8FE In 89: Q4 NGVD 1929 U NAVD tan U DOW (0„cdbs):
812. IS the kadi g located in, Coaata9 Bonier RMW=$ System (CBRS) area or Otlknrise Protected Area (OPA)? U Yes QQ No
Designation tale:
C1. Butdnp slevatlons are based on: UCOnpn VJM Orawin9s' U8uildn9 Under ConswctioM WFWshed CwWucion
A new EMvalim CeN60t0"be mgWed when oonWUCtiOn Of to bwlft is OW01010.
C2. &"q Diagram Number (Select Oa b Aft dW= mat soder 10 Oe bui ft for which On certificate is beecom ppleted • s, papas
6 and 7. if no dh,pram aoarraehy mWasentit the baddinp. pralds a sketch Or photographh.) C3.
Elevations - Zones A1,A30. AE. AN. A (with 8FE). VE. Vt•V30. V 00 9FE). AR. ARIA. ARIAS ARIAI.A30. ARMN. ARIAO Complete
Items C3a: below according to the butd*9 diW= spealle0 in film CL Slate tie dawn used. If the datum IS different f m the
datum used for the 8FE in Section 8. eonvan this datum to Oat wed for go 8FE Show Add meawerneras and damn conversion cdcWdion.
Use the space pwided or the Comnwnie was OI Section 0 or S@cWn G. as appropriate. to doaarrrt the dehrm u N111mit Datum
Eahration
teferenoa mark wed Om dw ele4Wft reference mark used appear on the FIRM? U Yes U I I
a) Top of bottom floor (nctu-np basement or enclosure) 63.41 JL A.(m) O
b) Top of next higher floor 6515 1 R(m) 3
c) BaOom of lowest IhotiaOnW struchral menhbet (V:orwS ordy) ___ • _ (L(m) O
d) Attached gmp (lop of stab) _ flan) ; O
e) Lamest elentlon of madhnery sndror apuipnam O
4 Lowed adjacent grads (LAG) 6750 O
9) fthed adiscem grade (NAG) A& sn O
h) No. OI permanent openings (Hood wrmq wdhn 111. above ad)acent 9r111110 O
a Total area of at permanent openirga (Hood vents) in C3h _ sk in. (114• am) SECTION
D • SURVEYOR ENGINEER OR ARCNRECT CERTIFICATION Tft=
rlika on is to be signed and sealed by a and urveyor. egpnaer. of arWted ahrthrked by law to as* elevation *orrretion. I
car* Net tie Nbnnallon in Sediaa A, B. and C an Nit cerOAeale represents my best Odom to i*VW tie data available. I
understand Nal anY false swenwitnwy be PWAb" by in orintp im wnf urhder 18 U.S. Cods; Section M. CERTe1EWSKum
William E. Burkett, P.E. UCLNU
raimex 36043
ANY
NAME TITLE
President
AOORE250
N. n 47ricAve. 5q. I.`•01 _ _•. Orlando STATE FL
L"000%2801 r:
oo^ ccc a9ace cme ens rvRhNh haThner Rca sr ..cc Al r
SECTWN 0--SUD QR CfIRECTCERTffiCA?IOq..-DN IUEO) Copy
bode aides of oft via vFAD caddale for (1) community odldd, m tltKWW= agadlbom N, anti (31 blll*V owner. COMMEWM
Slab of bldg is stepped. bottom slab elevation 63.41; adjacent grade elevation 62.50 ft middle
slab elevation 65.35 ft.; adjacent grade elevation 64.50 ft. top
slab elevation 67.40 ft; adjacent grade elevation 6VO ft. For
ZM A0 snd Zone A (twUlout BFE). couplets Items E1 tluouplt E3L dfTis Eirvatlort Cere6ale le buendsd /or IRO es aupporOrlg gdbrmnrior
Ibr a f;011/A aLOA F. Seallom C nwat Oe corrplefed. El. &
A tp Olepram Nuntba_3 (SOW ft O fi ft (11eEram moat similar to due brddmtg for W" tine caddasle is being completed - 00
pages 6 and 7. If no diegrem socuralely represents ft building. provide a skel I
or
p1motgreph.) E2.
The lop of der bottom floor (including basement or enclosure) of the building u l 11R(nn) I rm.(pn1 U above of U below dtedt
one) the highest "acent grade. - E3.
For Zone AO a*.. N no flood depth number Is aysdabla, is the top Of the bottom Aoof elevated in s000rdanee with the community s Aoodpldn
management od Innis? U Yes U No U UNatown. The loaf ol6dal must car* this intommoon in Section G. The
properly owner of owuu's 00101t:ed rep es who =npkles Seedw A. B. and E for comm
atily4uwd BFE) or Zone AO must sign hoe. A (
widnout a FEMA4ssued or PROPERTY
OWNEWS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS
CITY STATE ZIP CODE SIGNATURE
DATE TELEPHONE COMMENTS
The
local o*W who Is sultorized by law of odbnatas to administer the eomru WS Aoodplabt management ordinance can complete SOCOM
A. B. C (or E). and G of Otis Elevation Cent ale. Complete the applicable items) and sip below. 61.
U The infodnadon in Section C was taken from othei documer bdon that has been signed and embossed by a ken sed surveyor. engineer.
or architect who is audtorized by state or local law to m* elevation Wormation. (Ind late ere source and data of the elevation
data in flee Comments area below.) G2.
U A community oQi 'cal completed Section E for a buffing baled in Zone A (without a FEMA4med or comrnung4nued 9FE) or Zone
All. . G3.
U The following btt m adon (hems C440 is provided for community Iloodplein management purposes. G7.
This permit has been Issued for. U New Corosruction U Substantial Improvement Gd.
Elevation d as•built lowest Moor (ndtdng bssament) of ft budding is: _ R(m) Oalum. G9.
BFE or On Zia AO) dwM of ko" at the building site is: _ R(m) Datum: LOCK
OFF1CIAL'S NAME TITLE COMMU14TY
NAME TELEPHONE SIGNATURE
DATE COMMENTS
II
Chedt here d attewmert CFYA
Crorw 1111.11 At W% 40 09M A(Wq At 1 PRFVIr11 K OnlIne Mr
s
AND ECH
Phone (407) 365-1036 SURVEYING & MAPPING CORP. Fax (407) 365-1838
350 South Central Avenue, Oviedo, FL 32765-9030 • email: rburns@tish.net • P.O. Box 621892, Oviedo, FL 32762-1892
Jpnuary 10, 2000 RECEIVED
D,CC Constructors, Inc. JAN 13 2000
Attention: Roorto Leite PLANTATION LKS4¢20 County Road 46A
Sanford FL 3?771
Re: Plantation Lakes Formboard survey — Building 12
Dear Roberto:
This letter is to certify that on June 14, 1999 this firm performed a field survey on
the formboards for Building 12. The constructed forms location appears to be in
substantial compliance to the "Civil Design" plans, as received by this firm on
May 10, 1999 from Burkett Engineering, for the Plantation Lakes Apartments.
The top of forms elevation for the upper unit is 67.40', and the proposed finished
floor elevation is 67.25'. The top of forms elevation for the middle unit is 65.35',
and the proposed finished floor elevation is 65.25'. The top of forms elevation for
the lower unit is 63.41', and the proposed finished floor elevation is 63.25'. The
above finished floor elevations meet or exceed the requirements set forth in the
City of Sanford building code, sec. 6-7(A).
Sincerely,
LAND -TECH PURVEYING ,& MAPPING CORP.
P.R. (Rick) Bgrns, P.S. & M,
President
PRBfjy
tisERvRioocs os sei99o 9uet certify.bla9 z,ao
UNIVERSAL
Mites
oeBary
DaytonaBeach
ENGINEERING SCIENCES Jacksonville
St. Augustine
Consultants In. Geotechrncal Engineering • Environmental Sciences • Orlando
Construction Materials Testing • Threshold Inspection
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
August 4, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #12 Permit # 99-3586
Logan Heights Apartments
LIES Project No. 44907-002-01 and Report No. 3475
Dear Mr. Florian:
Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been issued under separate cover.
Please feel free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
014WERSiaL ENGINEERING SCIENCES
Pick G.-Kushner, P.E.
i=1?rida P.E. No. 38705
i1hrer-hold No. 863
xc: John Kopelousos: Vestccr Construction
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL
UES Project No. 44907-002-01
UES Report No. 3475
ENGINEERING SCIENCES
August 4, 2000
Consultants In: Geotechnical Engineering - Environmental Scienoes -
Construction Materials Testing - Threshold Inspection
3063 Enterprise Rd., Suite 24 - DeBary, FL 32713 - (407) 668-1557 - Fax (407) 668-1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Florida 32257-8205
Project: Logan Heights Apartments
Building: Building #12
Permit M 99-3586
Date of Activity: July 25 and July 26, 2000
Reference: Threshold Inspection
Technician: Steve McRevnolds
July 25. 2000
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #12 shear walls
and elevated slab, 2nd floor wall lines 9.1 throe igh 1.1. All steel placed meets project plans and
specifications.
The UES representative monitored concrete placement in the same locations. During the
concrete placement, the elevated slab was exposed to heavy rain for approximately 1.5 hours.
The slab was not covered to help prevent the rain from getting into the concrete. After the rain
slowed from heavy to light, the UES representative noticed between wall lines 2.1 and 1.1
concrete components had badly separated leaving exposed aggregate. Charles Hudgens made
the decision to place fresh concrete over this area and use a vibrator to consolidate. Due to wet
conditions, the electric powered vibrators would not work. Charles then instructed the crew to use
their feet to consolidate concrete. When the UES representative left site, the elevated slab was
still not covered to protect from continuing rain.
July 26, 2000
A representative of UES was on site to perform a follow up visual inspection for the elevated slab.
At wall lines 2.1 and 1.1, half of tunnel form was removed and post shoring was placed every 7
feet from front to back for a total of 4 post shores. Portland cement was placed on elevated slab
to bring grade of slab to 5'/z" as well as smoothing the finish. ;n between remaining wall lines post
shores were placed every 11 feet front to back in center of slab.
c,
S eila M. Smith, P.F. 47`-J(do
P.E. No. 51:;12
UNIVERSAL ENGINEERING SCIENCES
i
UNIVERSAL9ENGINEERINGSCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 4, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #12 Permit # 99-3586
Logan Heights Apartments
LIES Project No. 44907-002-01 and Report No. 3481
Dear Mr. Florian:
011ices In:
DeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been issued under separate cover.
Please feel free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
UNIVERSAL ENGINEERING SCIENCES
7—'
Rock G. Ktishner, P.E.
i !crida P.E. No. 38705
Th esl gold No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL uES project No. 44907.002-0i UE.
S Report No. 3481 ENGINEERING
SCIENCES Auptest 1. 2000 Consultants
In: Geotechnical Engineering - Environmental Sciences - EDConstructionMaterialsTesting - Threshold Inspection 3063
Enterprise Rd.. Suite 24 - DeBary.'FL 32713 - (407) 668-1557 - Fax (407) 668-1778 ACTIVITY
RECORD Client:
Vestcor Construction Company 3020
Hartley Road, Suite 300 Jacksonville,
Florida 32257-8205 Project:
Logan Heights Apartments Building:
Building #12 Permit #:
99-3586 Date
of Activity: August 1, 2000 Reference:
Threshold Inspection Technician:
Steve McReynolds As
requested, a Universal Engineering Sciences (UES) threshold representative was at the above; referenced
project to perform a visual inspection of reinforcing steel for Building #12 shear walls and
overhead cast in place concrete ceiling, 3'd floor wall lines 1.1 through 8.2. Ail steel placed meets
project plans and specifications. Sheila
M. Smith, P P.
E. No. 51512 UNIVERSAL
ENGINEERING SCIENCES
EUNIVERSALENGINEERINGSCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 4, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development.
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: # 2 Permit # 99-86
Logan Heights Apartments
UES Project No. 44907-002-01 and Report No. 3478
Dear Mr. Florian:
Offices In:
DeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been issued under separate cover.
Please feel free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
UNIVERSAL ENGINEERING SCIENCES
Flick. G. Kushner, P.E.
Florida N.E. No. 38705
Threshold No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 9 DeBary, Florida 32713 • (407) 668-1557 - FAX (407) 668-1778
UNIVERSAL tIES :'rciect No. -002-0'
LIES Reportpor< ho. 347: ENGINEERING
SCIENCES Aupuwt 4, 200t Consultants
In: Geotechnical Engineering - Environmental Sciences - EDConstructionMaterialsTesting - Threshold Inspection 3063
Enterprise Rd., Suite 24 - DeBary, FL 32713 - (407) 668-1557 - Fax (407) 668-1778 ACTIVITY
RErOkL•. Cliant
Vestcor Gonstruct:oon Compatt;° 3020
Hartley Road. Suite 300 Jacksonville,
Florida 32257-82.0. Proje%
X Logan Heights Apartments Building:
Building # 12. Permit #:
99-3586 Date
of Activity: July 31, 2000 Reference:
Threshol%d Inspection Technician:
Steve McReynolds A,,;
requested, a Universao' Engineering Sciences (UES) threshold. representative was at the above reverenced
project to perform a visual inspection of reinforcing steel for Buiidinq #12 shear walls and
overhead cast in place concrete ceiling, 3' floor well lines 8.2. through 1. 1. All steel pieced meets
project plans and specifications. t.
44-et- &At. Shei!
a r,/. £miih, P.E. rtllvo F.
F. No. 51512 UNIVERSAL.
ENGINEERING SCIENCE:;
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materiels Testing • Threshold Inspection
r' ususi. 4 2000
I":. L%.r, uhle`: Fwrlldin, : tfficlal
cf I -a ni?d
oepartrlw-'nt 0" C-ornmuni.v Oeve!oprnent
FS.•v 'i 7 G,'-3
S f`.fof', 327 .)-*I if 8
W:ferc:B * in •: #1.: Permit # 99-3586
Logan Heights Apartments
LIES irlf-::)jec;'J:. 44907-002-01 and Rcfiort No. 3477
Dr -:r idlr. I7IUrian:
Offices In:
DeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
niver ia! Engineering Scie-ricer, Inc. (UES) is perfoilTlinr threshold type inspections for the Logan
Heights Ape rtriients project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been issued under separatte cover.
Pki .j,: e. feel free to contact us at (407) 668-1557 with any ClUestions.
Respectfully submitted,
UNI EP.SAL. ENGINEERING SCIENCES
Hrriu- No. 38705-
8
I, rin Kc,?f'.ious,;S: sstcic. Construction
3063 Enterprise Road, Suite 24 9 DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002-01
UES Report No. 3477
ENGINEERING SCIENCES
August 4, 2000
Consultants In: Geotechnical Engineering - Environmental Sciences - ED Construction Materials Testing - Threshold Inspection
3063 Enterprise Rd., Suite 24 - DeBary, FL 32713 - (407) 668-1557 - Fax (407) 668.1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Florida 32257-8205
Project: Logan Heights Apartments
Building: Building #12
Permit #: 99-3586
Date of Activity: July 28, 2000
Reference: Threshold Inspection
Technician: Steve McReynolds
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #12 shear walls
and elevated slab, 3`d floor wall lines 1.1 through 9.1. All steel placed meets project plans and
specifications.
i
Sheila M. Smith, P.E. SIL(toi
P.E. No. 51512
UNIVERSAL ENGINEERING SCIENCES
i
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 4, 2000
Mr. 0! i IVt w*.r1, Jr11C) ` Ui!d4 .-. OK'-'ini
City of Sanford
Drpart.:fElft JI l.'VI./r I nti f`:I</r.i IiY,'l/•
P. 0. i %ox 1'i 88
San'sordl
Reference: g illis _;#i2 Gerrrf t yy_358f;
Logan Heig tits ; pai-tmetit:;
rES Project No. 44407-002-.01 and Repoli No. 3474
Desr. Mr. Fk)riai,:
Offices In:
DeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
Universal Engi-Wering. Sr."isences, w,'- (UE''S) ;s pe.-fornning ,hre,;hold type insp-ec-E'so.-s f! I'the IL open
Heights Apartments p-oje;ct.
Enciosed you wi!l find signa-d Grid s, -aied reports eth the permit numbers !istc-d. Testing ;ep.o:ts
have been if. -sued undsr sf;parate cot;F-r.
Please if.el free the coni:act us at r40Ty 668-1 1.557 wish any questions.
Re pectfivily submi ied,
i1 lIVERSA01- FN(- vCL""Fii1Jl. SCIENCES
ick G. Ku mer,
I *rin PAr.'". No. ;ii70- 1.
Threshold No. 8.6,E
xc- John Kor)uao*-.ls--.: Ver- C.O! i.:011".rt.-C-.10)
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002-01
UES Report No. 3474
ENGINEERING SCIENCES
August 4, 2000
Consultants In: Geotechnical Engineering - Environmental Sciences -
Construccti on Materials Testing - Threshold Inspection
3063 Enterprise Rd., Suite 24 • DeBary, Ft. 32713 • (407) 668-1557 • Fax (407) 868-1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Florida 32257-8205
Project: Logan Heights Apartments
Building: Building #12
Permit #: 99-3586
Date of Activity: July 26, 2000
Reference: Threshold Inspection
Technician: Steve McReynolds
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #12 shear walls
and elevated slab, 3rd floor wall lines 1.1 through 9.1. All steel placed meets project plans and
specifications.
Sheila M. Smith, P.E. Y(4(uu
P.E. No. 51512
UNIVERSAL ENGINEERING SCIENCES
A1:rM A,\, Drvl;t.o1 mENT CORPORATION
January 19, 2000
City of Sanford Building Department
1303 South French Avenue
Sanford, Florida 32771
Re: Plantation Lakes Apartments, Sanford, Florida
Temporary Power to Building #12 (12100 Plantation Lakes Circle, Sanford, FL)
To Whom it May Concern:
Attached please find our check payable to the City of Sanford representing a "pre -power fee" for
the above mentioned building.
Also, please be advised that Plantation Lakes Ltd., as Owner, hereby agrees not to occupy
and/or operate the above mentioned building until such time as a Certificate of Occupancy is
issued by the City of Sanford.
Should you have any questions, please do not hesitate to contact me.
Sincerely,
PLANTATION LAKES, LTD.
By: Altman Development Corporation
Its general partner
Goodfellow, V ce President Construction
p:pUs/city-occupancy.doc
2201 Corporate Bled. N.w., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: % /T l;q . PERMIT #: iqq-,3410
BUSINESS NAME: 76ez;A1JY oN zoe!; AOT
ADDRESS: /off /00 A0?Ali?V7,P^J fU C5 c-
PHONE NUMBER:
PiAt S REVIEW -Ea--TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM Q
AMOUNT $ - 0
COMMENTS: C Ajr 6A'r- 16f
Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford,
Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire
Preventiolefore any further services can take place.
6J
Sanford Fire P ention
I certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
of the Cjty of Sanford, Florida.
Applicants Wgnature
gas / 21 1-3
CITY OF SANFORD ELECTRICAL APPLICATION
PERMIT NO. ` DATE:
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:
OWNER'S NAME: IVtIMN
ADDRESS OF JOB:ox%
EtEe`PRt6AL CONTRACTOR:/`A0,,` * r,4 NON -RE
Subject to rules and regulations of the city electrical code:
By signing this application I am stating I am in complia ,lest al Code
415 s Yyy4e"
ma N t4v.t.,,0#_ 6y M pr •. Applicant's Signature
States License#
T4 q-... Zf 3000. ,'
Battery Calculations
for
Plantation Lakes
Bldg Type 3
Device Quantity of Standby mAAlarm mA I Tot. Device ITot. Device ; iDescription
Devices i Per Device Per Device I Standby mA I Alarm mA { 4224
Control Panel 1 125 250 125 250 4224
Notification Circuits (2 Max) 1 2 0 0 0 0 0
0 0 0 0 0
0 j 0 0 0 0
0 0 0 d 0 0
0 0 0 I 0 i
0 0 0 0 0 i
0 0 0 Q Q 125
250 i Auxiliary
Devices (list all) Smoke
Detector 1 5 60 5 60 0
0 0 0 0 0
0 0 0 0 a 0
0 0 0 j 0 0
0 0 0 0 Other
Y Auxiliary
Device Totals 0 5 j 60 Notification
Appliances (list all) 110cd
Horn/Strobe. 4 N/A 259 N/A 1036 Mini -
Horn. 6 N/A i 40 N/A 240 01
N/A ! 0 N/A 0 0,
N/A i 0 N/A 0 Q
N/A 0 N/A 0 Other
Q N/A j 10 ._, N/A Q i Notification
Appliance Totals 10 N/A 1276 Summary
Section Standby
Hrs. Required j 24 Alarm
Sounding Minutes 5' Total
System Standby mA 130 Total
System Alarm mA 1586 Total
System Standby A/H 3.12 Total
System Alarm AM 0.13 jMin.
A/H Battery Required 3.25 Recommended
A/H Battery 4.OAH NOTE:
TYPICAL
CF BUILDING TYPE 3 1 #
4 #5 #9 #10 12 #
13 #15 2. (
2) 12V4AH BATTERIES WILL BE
INSTALLED SK
4224
FPIXI : S 1 LENT 14.11 GHT 612 497. 64 5 1339. 03-15 17: 19 #244 F. 02/e3
Model SK-4224
4-Zoo entional Fire Panel
A flexible, powerful, cost-effective panel for
fire protection applications
The SK-4224 is a 4-Zone 24•volt rcnvenhon,)f fire alma panel wish ; pow rlul feab.ire Set that makes it the most
flexible, easy to use fire control panel available
The SK4224 has a 2.5 amp '24 VOC power supply• ric,lir-ited alarm and trouble relays, four Class 8 Style 8
inputs and two 2.5 amp Class 0 Style Y outputs. These can be programmed to onerate as two Glass A sl& C
inputs with one 2.5 amp Class A Style Z outout when Class A operation is desired The panel also features an
innovative notification expansion input that allows Ilse SK-1224 te) act as a 2.5 amp AOA notification expander!
The SK-4224 is a class leading control panel that pievides a cost effective solution to your ire control needs.
Model SK-4224 Feotnres
4-Zone Conventional Fire Ponel
The Silent Knight SK-4224
provides class A and 8 operation.
2.5 amns of notification power and
dedicated torn, 'C" alarm and
trouble relays.
Programmable features for zones
include alarm verification and
enhanced' verification. that allows
pull stations to be recognized
instantly on smoke verification
zones. Zones can also be
programmed for zone type (alarm
or supervisory). and water flow
delay (30. 60. or 90 seconds).
Notification app!iance circuit% can
be orograrnmed for silencing or no
si!enca and for ANSI or steady
Output.
The on -board annunciator is easy
to use and previtde% LED indication
of alarm. suPorvi%ory and trouble
conditions by zone as well as
systsm status.
Four Class 8 Style 8 initiation zones
or they can be programmed to be
two Class A Style 0 ,ones)
Two Class 8 Style Y power limited
notification r-ircuils rated 2.5A each
or they can be prngrarirred to be
One Class A Styla Z circtlit)
2 5A power !tuL`oly
Oe;iic9tnd alarm and troub!a relays
1uxiti;%ry power cisitput ralea
at .5.A .
Alann vanfication feahirg
En'tanceff verification feahao allows
panel to instantly rprognize pull
stations in smoke venfication zones
Plug-in romrroum;:ahlr accessory
rils in :aorngl
Compac, rahingt hCt:345 up Ir Iwo
7 0 AM t%atteries
Notinc•.alion Appliance circuits
progsemrreble for ANSI Or Steady
ou!put
Ore person Walk Tgst fo?aura
VL 864 list!d. rnmplieQ with NFPA
72 and IC
f?IP Switch proprannnable
No programm-nq software or special
tools reaured
Approved for use as an AOA
notification power supply expanert
Model SK-4224
Specifications
Primary AC
12p Vrms ;4 60 Hz Order P/N 4224
30 Vans •`§ So Hz Order P/N 472414V
Total Accessory : 5A —
Lcad
oimensions Height, 15 1.8-
Width: 12 13rt5-
oepm 3 3/8'
Color Red
SILENT
KNIGHT
Y1- 1'Y
164) 1441
1• r _
FtnEALARM
PULL 'r•"
IN CASE ilia)
OF
FtnE
3 Y•. A1270 srO 4 A1770A sro A
fig) AI?70 oro AI210A ore
SCREW TERMINALS) WIRE LEADS)
WISH BnIGHT Fine ALARM RED FLUSH MOUNTING UNIT rots a -
ELECTRICAL CHAPACTEnIStICS: SO BOX 4 PLASten Coven wITH
OPEN CONTACTS. RATED 3 AMPS SINGLE GANG OPENING HAVING
A T I?SV AC. O is AMPS At 12Sv OC. AN OVERALL MITI DEPTH Of 2%-
S71
ALARM
INDUSTRY
PRODUCTS
FIRE ALARM
STATIONS
Non -Coded
Pull lever, Break Glass Type
Simple, Positive Operation
Single or Double Pole
Single Action
UL Listed
WARNING: These devices will not operate without
electrical power. As fires frequently cause power inler-
ruplions. we suggest you discuss further safeguards
with your local fire protection specialist.
DESCRIPTION
AIP Non -Coded Fire Alarm Stations are nlgged.
attractive units that are designed for easy attd eco-
nomical installation. All stations can be either flltsh
Or surface mounted For flush rnqunlinq, a 4 itich
square box with a Single gang plaster cover Should
be used. For surface mounting a Cat. No. A139250
steel box should be ordered.
SPECIFICATIONS
FEATURES Cat. Ne.
A1170.OPO
Easily Recognizable — All Stations are paiolled in A1170•SrO
durable AIP fire red.
AI110A•Or0
Single Action. Break Glass Initialing Station. A1770A•SrO
Choice of Field Connections -- Cal No. At a"l-
AF9250
series have screw terminals Cat No. A1270A serfs
have 6 inch wore leads. A1170•GLR
Switch Contacts Field Connections
All Normally Open Screw Term. Witt leads
Oouble Pole x
Single role X -
Uultble rule'- -•----•-•-••— --- x --- ..
Single role X =..
Steel Oox lot surface tnuunllng -
Glass Replacement Rod (20 per boll
OVERALL DIMENSIONS AND MOUNTING
JY.• _
1 Y.• I
ZLIM. HOLES
DOUPLE K O. S
On ',J- 4 V. CONDUIT
TOP 4 BOT IOU
AI)e?SO STEEL BOX
sunr Ace MOVNToNG
DIMENSIONS AND 1NSTALLAttON
DATA rOn NON.COOEO SIAT1tp.N
toot E O.—S-0.6 H• .n .nt:hAp Ana J-11 n1.1.il SP•t.I.C61.6n0 n.eo•et to thong• ...thaw ntthro
ALARM INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032
COPTRIO141 104e
AIP..) (4111D)
DEC- IO-•?T WED 1 2 . _ _ P11 : e--obr-44ze j -cur- i t
INSTALLATION AND MAINTENANCE INSTRUCTIONS
2100(A) and 210OT(A) Photoelectronic
Smoke Detectors
Specifications
Diameter: 5.5 Inches (140 nun)
Height (including mounting bracket): 1.7 inches (43 mm)
Weight: S. 3 oz. (ISO g)
Operating Temperature Range:
Operating Humidity Range:
Latching Alarm:
Heat Sensor (Model 210OT(A) only)
Electrical Ratings
System Vbltage
49TE"
ASEAIS60 0
A VM3ion of Paiway
3825 Ohio Avenue. St. Charles, iltinols 60174
1.800-SENSORZ. FAX: 630.377•6495
Model 2100(A): 32' to 120°F (0' to SO°C)
Model 110OT(A):320 to 100°F (0' to 390C)
10% to 9396 Relative Humidity, Noncondensing
Reset by momentary power Interruption
135'F Fixed Temperature Electronic Thermislor
Nominal- 12 or 24 VnC
Minimum- 8.5 VDC
Maximum: 35 VOC
Maximum Ripple Voltage: 30% of nom. voltage (peak to peak)
Start-up Capacitance: 0.02 µF maximum
Standby Current: 50 pA maximum
Alarm Ratings: 4.2 VOC minimum at 10 MA.
6 G VOC maximum at 100 mA.
Alarm current must be limited to 100 mA maximum by the control panel. if used, the RA40OZ(A) Rerrtole Annunclator
operates within the specified detector alarm currents.)
Reset Vnliage: 1.5 VDC 1ninimum
Reset Time: 0.3 seconds maximum
Start-up Time: 30 seconds maximum (afler GO second reset)
aotom Installing
Please thoroughly read System .Sensor manual 156-407:
Gulde for Proper Use o/ System Smoke Detectors, which pro-
vides detailed information on detector spacing, placement.
zoning. wiring. and special applications. Copies of this
manual are available at no charge from System Sensor. (For
installation in Canada, refer to CAN/ULC-S524-M91, Stan-
dard for die Instolfadon of Fire Alarm Systems, and CF.0
Part 1. sec. 32.)
NOTICE: This manual should be left with the owner/riser
of this equipment.
IMPORTANT. This detector must be tested and maintained
regularly following NFPA 72 requirenien(s. The detector
should be cleaned at least once a year.
Oenersf Description
Model 2100(A) is a 2-wire phoioelectronic smoke detector
that uses a stale-of-the-arl optical sensing chamber: This
detector Is designed to provide open area protection and to
be used with compatible UL-llsted panels only. Model
210OT(A) features a restorable. bullt•in, fixed -temperature
135*F) (hernial detector.
Installalion of these detectors is simplified by (lie use of a
mounting bracket and a plug-in screw terminal block (hat
can be prewired to the system, allowing the detSclor to be
easily installed or removed for cleaning. The detector's sen-
sitiviiy can be tested in place using the M0g400R Tell
Module. An LED on the detector provides a local visual in-
dication of the detector's status. If power Is applied to the
delecror and it is functioning normally In slandlry the sta-
tus LED blinks every len seconds. 'rhe LED also latches on
in alarm.
Models 2100(A) and 210OT(A) feature a visual indication
fiat maintenance is required - if the sensing clwtliber drifts
out of its sensitivity limits, the LED ceases to bliiik
v
The detectors also include an output that hllows an
optional Model RA40OZ(A) Remote Annunci hor to be
connected.
Dt00.54.00 1 ISr• 710 t7
Integrity Temporal
Horn/Strobe
SELF -SYNCHRONIZING UL 1971 LISTED STROBE
SATISFIES ADA CODE REQUIREMENTS
SELF -SYNCHRONIZED TEMPORAL HORN OUTPUT
SELECT FOR TEMPORAL OR STEADY SOUND
SELECT FOR Low OR HIGH dBA WITH TRUE HORN
TONE
LOW CURRENT DRAW
FIELD CHANGEABLE LENS MARKINGS
MATCHING HORNS
2-GANG BOX MOUNT. UNIVERSAL MOUNTING PLATE
SYSTEINI
OUTDOOR OPTION
Fire alarm hom/strobe operates from 24 Vdc and can be selected for
temporal pattern or steady tone output. The unique microprocessor
based horn is completely self -synchronized when set to temporal
signal and does not require external synch -control modules. A
moveable jumper provides a choice for high (97 dBA) or low (91
dBA) output.
The hom/strobe is listed for indoor and outdoor installations. A t 12
AWG terminal block is provided for connection to signal circuit and
all models mount to standard North American 2-gang elect
minimum 2-3/4** (69 mm) deep. The plastic front plate has
attractive textured finish. The synchronized strobe is suppli W1
FIRE" (wall orientation) as the standard lens marking. Color -
matched surface boxes. homs. and other audible/visible signals are
also available.
Horn Current Draw: 40 mA (high-outputY17 mA (low-outputl'(ur
Vdc
Hom/Strobe Output (high setting measured at 10 10: 102 dBA
peak anechoic); 97 dBA (average anechoic): 35 dBA (reverberen.t
HORN and STROBE FIRST DEVICE
ON SAME CIRCUIT
To UL/ULC Listed
Fire Alarm Control
Panel Signal Circuit
Note 1
HORN and STROBE
ON SEPARATE CIRCUIT FIRST DEVICE
To UL/ULC Listed -
Fire Alarm Control Horn/Strobe
Panel Signal Circuit
Note 1 H+
To UL/ULC Listed -—
Fire Alarm Control +
Panel Signal Circuit
Hom/Strobe Output (low settintt measured at 10 ft.). 96 dBA (peak
anechoic): 33 dBA (average anechoic): 76 dBA (reverberent)
Ste Notification Appliances - Introduction for linone signal
application and strobe performance characteristics and specifications.
Cat.
Number
Description
INT-SAT 15 cd Temporal Horn/Strobe (synch), Red
INT-5ATW 15 cd Temporal Hom/Strobe (synch), White
INT-7AT 15/75 cd Temporal Horn/Strobe (synch), Red
INT-7ATW 15/75 cd Temporal Horn/Strobe (synch), White
INT•3AT 30 cd Temporal Horn/Strobe (synch), Red
INT-3ATW 30 cd Temporal Horn/Strobe (synch), White
INT-8AT 110 cd Temporal Horn/Strobe (synch), Red
INT-8ATW 110 cd Temporal Horn/Strobe (synch), White
Horn/Strobe
To Next Device
or EOL Resistor
To Next DeviceHornistrobelorEOLResistor
To Next Strobe Device
or EOL Resistor
Note 1: Polarity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition.
48
INT-RR
Integrity Mounting 55'
Accessories
4.'O1.OIt in)To SIGNAI S
SI11tr 1. 1311X1:s
10_110)FIT ION(iS
WI*A1IIIi141'1(0O1: BOXES
III -1)11t1iCTIONA1. I:ItAhll:S
INT-SIi, -S8W Surface Jim - Slcrl buy li r sot liar nnmoot ing alto. INT
serics signal. Use lilt iltdunr applicaunns only. IN'
I=RK,-Itlt\V KcU•ul'if Icing - Slcel s(Iltar•c ring lilt n nitnlrnl; any
INT scars signal lit existing 4" stitiare clectrtc Nine Ihal arc Nut shallow
to accept device. Adds ahuul I " depll. I Isc Inr indoor apphcallons
only. IN•
1-WII, AVBW Wealhcrproof Rot - fast SIM hux lilt snrl:Ice mounting
any suitable INT series signal man outdoor appllcaliun IN•
f 11DE,-131)F\V Ri-direeclional lk ottnlisig Frame -tiled mounting
brine allows Iwo INT setics signals to It installed ha - a, io-
back. Ideal for long rut t idnr applrcaliuns. I'nr indoor Ilse only. INT
8DF I'
575' •
Tr
s-
Cat.
Number Description INTSB
Surface Box - indoor. Red INT
SBW Surface Box - indoor, White INT-
RA Retrofit Ring - Red INT
RRW Retrofit Rtn - While INT-
WO Weatherproof Box - surface. Red _ INTWBW
Weatherproof Box - surface. While INTBDF
Bi-directional Mour tin Frame - Red INT
BDFW Bi-directional htountin Frame - While 43
41mmoINSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF
ELECTRONIC SIGNALS
WARNING: Installation is to be done by qualified personnel who have Thoroughly read and unllerslood this
installation sheet and the accompanying !ggLCq al Piodircl Warning and Limitations Document #544111.
SPECIFICATIONS AUDIBLE APPLIANCE: Licled Voltage Range 2.0-31 VOC or VFWR
Signal Type: Steady or Temporal/Selerlable Current 15 mA. @ 24 VOC R VFWR
SPL: c@ 24VDC at 10' on axis 92(113 steady or Iviiipin-it 104.5 mA 20.31 VOC
UL reverberant morn rating:
83dB at 10' 20VDC Steady. 79 (IS temporal Units for in(loo1 use only (O'C•49-C)
84dB at 10' 24VUC steady, 83 (1(3 Iempnlal __
See visual specifications for strobe currents & intensities on page 4
6310 MINI -HORN (Fig. 1)
1. Configure horn for lempolal or steady lane
see fig. 4A)
2. Connect wiring (see fig.4).
3. Mount the Mini -Horn to the single gatig box
with the two # 6-32x 1-In" screws.
4 Test unit for proper operation.
7) A 32 Y 1 1/4'
Srlet/q
6311 MINI -HORN (Fig. 2)
1 Configure hom for Ir`mporal or steady Imir
see fig. 5A)
2 Pull the wires ham the oullet box through the
large opening in the adapter plate.
3. Mount the adapter plate to the electrical box
using the appropriate screws provided Makincl
sure that the adapter plate is mounled in Ilia
upright position (Note: When usinq a single fir 1 117"
yang outlet box make sure to use the holes .,?It
labelled "single gany".) lnrr,Ilp
4. Connect wiring (see fig. 5).
5. Mount the ,grille on to Ilia adapter plate by first
engaging the Iwo sluts in the ballom of the Mille
with the Iwo tabs in the, bottom of the adaptor
6. Test unit for proper operation.
6312 MINI-HORN/STROBE (Fig. 3)
1. Configure horn for temporal or steady lane
see fig. 6A or fig. 7A.)
2. Pull the wires from the oullet box through Me
large opening in the adapter plate.
3. Mount the adapter plate to the electrical box
using the appropriate screws provided. Maki11(t
sure that the adapter plate is nmunled in Ilia
upright position. (Nate: When usin(l a
single gamy oullet box make sure the use Ilse
holes labelled "single gang".) fir, v I .
4. Configure and wire the 6312 for either single
s1I1
rar,(,u,g
circuit or split mini-horn/strobe operation
see fig.6 or fig. 7). (Note' Split operation =
requires two separate notification circuits.)
5. Mount the grille an to the adapter plate by first
engaging 11 ie two slots in the botto111 of the grille f
with the two labs in the bottom of the adapter \
plate. Then use the # 6x1-i/2" self tapping
screw to attach the grille to fire adapter plate
6. Test unit or proper operation
2) n 32 x OR
rl ntVC
O'p
7) n. 37
V IIn-
Fig. 1 (6310)
4) 6.32. x
tit' ,,^.Io•:e
20-0
j1O
Fig. 2 (6311)
Fig. 3 (6312)
r)44441 RFV f'A;( 1 /it 4 It/lnion
NOTE' UNITS TO BE ONLY INS7ALLED IN A(a (MOANCE WI II I TI IE NArIONAI_ E_I.E.(JP ICAL CODE
AND LOCAL ELECTRICAL. CODES.
DO. NOT LOOP WIRE, CUT.WIRE RUN IU PROVIDE. ELECTRICAL SUPERVISION
Terminals we clesi(Inrll Ir accept Ito I.niyet Iltml 12 v Will'
WIRING DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE
Orl-rFMrORnl.
CONNECTED TO SAME_ NOTIFICATION APPLIANCE CKT.
OrF-S1 FAI)Y
Fig. GA
i nipgr:1 ;Rhr;lrn .luny)r
rintr_ wllr•.rl sr•I rc:luu: '
IFMrORn1 IA 1 1 F RIJ. 1111'
IIORNMUSI nr rowrlti'1)
rROM A r•1Qr••rtit ..^,It•Il:
Ito)I ncAIION Al'rlIAfIt:I C111(;(
111 r
m itAGOr•I I R(H r'nt ll• I till rNf
Vli li l': I )r Vl(:r AI.
ARfv, ('()1 AQI 1 Y ::I Il'Vdf l tIO11rlCAliOtlAl'
I'IIAII' I 4'1•.I I
rAVF .IIIMrrRS fit rl
M:r (S 1 Rr )nF. Ar10 At
11IInI F SI(. t1A1 ARF I
I')(N'r11AIF(1t) llir i`'
N, aARIFrAQCtitlI ir
1p I
II Ir)
rlr•mI I)r/It r'a;r (,I IIr11r• ;:
II;OnPS I'Al);;1 nF i
r i, 111 A tlOtl rill 'till(' fit
llrl' AI$(%if nl'rl lnrl/'F':KI RIOIF.
WIIFrI AIl(Hnl r nit'.IIAI Atli) '1111)[1P AQ1 I:rlt1111 0:11'I) It' ^.AIAI' tit I111 It AI If It Al'I'l IAilr F (.In,:l111 1:1lr7nrtl1 RATING !
S (;omnlNAI ION fir Al llllnl r 'It*.t•In1 AND ".1(i# )111 (.111YRT.I I I I'
i(I G ILM
WIRING
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TO TWO SEPARAif_ NOTIFICATION Ar rLIANCE CKTS. it-
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C1
CITY OF SANFORD
FIRE DEPARTMENT
300 N. Park Ave.
Sanford, FL 32771
407) 302-1091 FAX (407) 330-5677
Plans Review Sheet
Date: September 8, 1999 Business Address: 12100 Plantation Lakes Cr. Occ. 18
Business Name: Plantation Lakes Apartments Ph.
Contractor: Alert Security (Scott Craven) Ph. 644-8990
Reviewed [ ] Reviewed with comment ['X]Rejected [ ]
Reviewed by: Bart Wright, Fire Protection Inspectori
Comment: Fire alarm system for living units is required by LSC 101 ch. 18-3.4
Fire alarm contractor must provide a letter from the electrical engineer of record
stating that the fire alarm "shop drawings" substantially comply with the engineered
page of the construction drawings.
Applicant also stipulates the May 9, 1999 conversation with SFD that:
the dBA level is to be 70 at each sleeping area pillow (6-3.5);
there is to be one FACP per building;
at least one manual pull station on each level.
Any equipment located outside (wet location by definition NEC) must be listed for
that installation or protected according to mfg. specifications.
Applicant, Scott Craven (per phone conversation 9/7/99), must provide 60 hours of
battery stand-by for remote location installation (1-5.2.5), or install the system as
local" system, or withdraw application and have parent U.L. listed company apply
for permit (1-7.2; 4-3.2)
6L.a& * 12
q
CITY OF SANFORD, FLORIDA
PERMIT NO 99-0o DATE SS6W
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME "40 D""d AILI'
ADDRESS OF JOB /3-/00 AlIZ074 rio0 '-AK!£S 6AXd-&
T rh. DO* U
PLUMBING CONTR. /I.WAQ/. 4- TjK - Res. COMM.—
Subject to rules and regulations of Sanford plumbing code.
Residential: I Number I Amount
Alteration, Addition, Repair !
I
New Residential:
One Water Closet S$
g0AdditionalWaterCloset
Commercial:
Fixtures. Floor Drain, Trap
Sewers
Water Piping
Gas Piping
Factory -built housing
Mobile Home
Application Fee o
Minimum Cnmmercial Pprmit* C7S _ AA n Total
Mosier Plumber
COMPETENCY CARD NO.
11b
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
G
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PERMIT ADDRESS 12100 Plantation Lakes Circle (B#12) PERMIT NUMBER
Total Contract Price of Job $8 ,410
0 /cGd c
Total Sq. Ft. 32,285
Describe Work 3-Story Multifamily Apartment Building
Type of Construction Wood Frame Flood Prone (YES) (NO) X
Number of Stories 3 Number of Dwellings 19 Zoning PD
Occupancy: Residential Y. Commercial Industrial
LEGAL DESCRIPTION See Attached (please attach printout from Seminole County)
TAX I.D. NUMBER 32-19-30-300-0110-0000
OWNER Altman Development Corporation PHONE NUMBER 561 997-8661
ADDRESS 2201 Corporate Boulevard, NW, Ste. 200
CITY Boca Raton STATE FL ZIP 33431
TITLE HOLDER (IF OTHER THAN OWNER) Ira William Southward, Trustee
ADDRESS c/o James A. Hattaway, Esq. P.O. Box 633
CITY Orlando STATE FL ZIP 32802
BONDING COMPANY
ADDRESS
CITY
N/A
STATE ZIP
ARCHITECT Cliiie Davis Architects, P.A.
ADDRESS 414 West Jones Street
CITY Raleigh STATE NC ZIP 27603
MORTGAGE
ADDRESS
CITY
LENDER N/A
STATE ZIP
CONTRACTOR C G 6 PHONE NUMBER J
ADDRESS ,3 ST. LICENSE NUMBER
CITY STATE ZIP 0
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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE 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.
ACCEPT
THE
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ANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
DIRE ENTS OF FLORIDA LIEN LAW, FS713.
QQJ C fit r0
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Signatur f wner/Agent b Da a Sig ture f Contrac or & D to 0 a `c
John R. Goodfellow
IF
Type or Print Owner/Agent Name Ty or Print Contra tors ame
x a
A. /-2-61 ten 9, L e%11 0
Signature of No y & Date Signature of Notar b D to W.
Official Seal) a eONI JWWnsdoferAWWEik. SON LEY MyComn*
WWCcM= NOTARY PUBLIC, STATE OF FLORIDA 00 Ex0ftSepombe &
2M e o MY COMMISSION # CC476424 0
gc3EXPIRES: June 26, 1999 0" Application
App ed BY: C-:
J:1W ,() Date: H - ' c1 F* FEES:
Building Radon Police t4(,.U7 Fire Open
Space,(Road impact Ap li tion 140.00 PERMIT
VALIDATION: CHECK C.+SH DATE B v ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) It THIS
APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
LEGAL DESCRIPTION
PLANTATION LAKES
PHASE ONE DESCRIPTION
THAT PART OF THE SOUTHEAST-1/4 OF SECTION 32. TOWNSHIP 19 SOUTH.
RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS:
FOR A POINT OF. REFERENCE. COMMENCE AT THE SOUTHWEST CORNER OF SAID
SOUTHEAST 1/4; THENCE RUN NOO'03'48'E ALONG THE WEST LINE OF THE WEST
1/2 OF SAID SOUTHEAST 1/4 FOR A DISTANCE OF 828.04 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE NOOVX48'E ALONG SAID WEST LINE FOR A
DISTANCE OF 1672.28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF
RINEHART ROAD; THENCE RUN N6912'12'E ALONG SAID SOUTHEASTERLY RIGHT
OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THE SOUTH RIGHT OF WAY LINE
OF HUGHY STREET; THENCE RUN S89'45'49'E ALONG SAID SOUTH RIGHT OF WAY
LINE FOR A DISTANCE OF 265.78 FEET; THENCE RUN SOO'32'03'E FOR A DISTANCE
OF 924.90 FEET; THENCE RUN S12W03'E FOR A DISTANCE OF 440.00 FEET.
THENCE RUN S89'45'49'E FOR A DISTANCE OF 566.52 FEET TO THE EAST LINE OF
SAID WEST 1/2 OF THE SOUTHEAST 1/4; THENCE RUN S00'32'03'E ALONG SAID
EAST LINE FOR A DISTANCE OF 133.14 FEET; THENCE RUN S76'45'15'W FOR A
DISTANCE OF 735.42 FEET; THENCE RUN S11'42043'W FOR A DISTANCE OF 272.03
FEET; THENCE RUN N89'45'44'W FOR A DISTANCE OF 375.22 FEET; THENCE RUN
N55`52'02'W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 30.937 ACRES. MORE OR LESS.
CITY OF SANFORD, FLORIDA
APPLICATION FOR B1W.QLW' N kmrr
PERMIT ADDRESS 12100 PLANTATION LAKES CIRCLE BLDG #12 G C
PERMIT NUMBER
Total Contract Price of Job $11,564.00 Total Sq. Ft. 32,500
Describe Work TNSTALLATTON OF VE fRni11Un LND UNDERGROTIND FTRF SPRTNKT RR Cvemrna
Type of Construction wnnn TRI1.S.g Flood Prone (YES) (NO)
Number of Stories . #3 Number of Dwellings 19 UNITS Zoning
Occupancy: Residential x Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER DCC CONSTRUCTORS PHONE NUMBER 834-3300
ADDRESS 355 C.R. 427
CITY IDNMMD STATE FL ZIP 32750
TITLE HOLDER (IF OTHER THAN OWNER) _nuA
ADDRESS
CITY STATE ZIP
BONDING COMPANY N/A
ADDRESS
CITY STATE. ZIP
ARCHITECT N/a
ADDRESS
CITY STATE ZIP
MORTGAGE LENDER N/A
ADDRESS
CITY STATE ZIP
CONTRACTOR _ DELTA FIRE SPRINKLERS, INC. PHONE NUMBER 328-3000 FX'P 143
ADDRESS 111 TECH DR. ST. LICENSE NUMBER 74974nnnnlgo
CITY SANFORD STATE FL ZIP 32771
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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE 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 I WILL
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
IC
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Signature of Owner/Agent & Date
Type or Print Owner/Agent Name
Signature of Notary b Date
Official Seal)
FY THE OWNER OF THE
Tractor & Date
CHARLES W. MONTG,ONMY
ype or
PrE
Contractor's Name
A)I\ (46 1
Signatu a of Notary & D to
Official Seal)
e'e
KAREN M. BINNER
MY COMMISSION N cc 823
E
334
i o XPIRES• Apil4. 2003
lOD3NORARY fl< Now1r "a 8 60ndiV Cc•
Application Approve BY: Date:
FEES: Building adon Police Fire F
Open Space Road Impact Application
PERMIT VALIDATION: CHECK CASH DATE BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER)
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PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
I irTHISAPPLICATIONUSEDFORWORKVALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: 8 2A?PERMIT #: G'3 i0
BUSINESS NAME:
ADDRESS: /.Z/,00
PHONE NUMBER:
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
COMNINTS:
Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford,
Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire
Prevention before any further services can take place.
Aj' 6 'C'
4, f /I / A
Sanford it revention
I certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
of the Cit of S rd, Florid .
Applicants Si azure
1iay-AO-99 13:15 Seminole Co PropertyAppr 407 330-4618 P.02
f oil -0
parc 32-19-30-300-0110-0000 CURRENT 99
name PLANTATION LAKES LTD
addl jval land $1,442,552
add2 2201 CORPORATE BLVD Nw A200 agrc $22,277
csz BOCA RATON, FL 33431 extra feat $200
pad PLANTATION LAKES CIR SANFORD 32771 Bldg $37,621
fac cost value
nbad 1.00 act P own TR % total just value $1.480.373
td dor mkt demo flg <--pre/late--> <--exemptions--> exmp-amt tax due
S1 S9 71 0 - $2,016.58
TIMBERLAND e&i
PLANTED LONG LEAF PINE 1988 3361-1792-RD 3373-1474-RD
INFO: Ol1C-0000 CUTOUT FOR '99
LEGAL SEC 32 TWP 19S RGE 30E SEC 828.04 FT N OF S 1/4 COR RUN N
1672.28 FT N 69 DEG 12 MIN 12 SEC E 400.27 FT E 265.76 FT S 924.9 FT S
12 DEG 00 MIN 03 SEC E 440 FT E 566.52 FT S 133.14 FT S 76 DEG 44
SALES SU WD O1/99 03574 0517 $3,045,500 I 00 land 03 03/24/99
SU QD 11/98 03574 0506 $100 I. 11 bldg 33 09/23/97
i=print, yab MORE: LEGAL SALES chg STE 03/24/99
t4ote,Leg,Sale,ald/Ind/xf,Prmt,A4mdd10,Qom,Inc,1pp,hist.Qth Ro11.Fwdjjenu,[EXITJ
Count: '0 <Replace>
1 Sess-1 207.30.68.9 1 22/80
2
N4aay=T0-99 23:16 Seminole Co PropertyAppr 407 330-4618 P.03
LEGAL •' Parcel 32-19-30-300-0110-0000 CURRENT 99 05/20/99
1 SEC 32 1WP 19S RGE 30E BEG 828.04 FT N OF S 1/4 COR RUN N
1672.28 FT N 69 DEG 12 MIN 12 SEC E 400.27 FT E 26S.76 FT S 924.9 FT S
12 DEG 00 MIN 03 SEC E 440 FT E 566.52 FT S 233.14 FT S 76 DEG 44
2 MIN 27 SEC W 656.91 FT S 13 DEG 25 MIN 27 SEC W 302.3 FT W 363.21 FT S
41 DEG 17 MIN 31 SEC E 7.82 FT N 75 DEG 04 MIN 45 SEC W 81.43 FT N 55
DEG 52 MIN 02 SEC W 197.35 FT TO BEG
use (UP) & (DOWN) to scroll thru LEGAL, or: (M)ain menu, (EXIT)
Count: •2 <Replace>
1 Seas-1 207.30.68.9 1 3/2
3
Re Prelectien by CawAer OesWn
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name PLANTATION LAKES 9606 * M
Building 649 TYPICAL FOR ALL TYPE 3 BUILDINGS
Location : SANFORD FLORIDA
System : D/A #4
Contract : A1907
Data File : A1907.WX4
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES Date - 4-1-99
Location - SANFORD FLORIDA
Building - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS System No. - D/A #4
Contractor - DELTA FIRE SPRINKLERS Contract No. - A1907
Calculated By - FRED LUPO Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - APARTMENT BUILDING
S Type of Calculation: ( )NFPA 13 Residential X)NFPA 13R ( )NFPA 13D
Y Number of Sprinklers Flowing: X)1 ( )2 4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point 14 Gpm System Type
Listed Pres. at Start Point 25 Psi Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 Deluge ( ) PreAction
E Domestic Flow Added 45 Gpm Sprinkler or Nozzle
S Additional Flow Added Gpm Make GLOBE Model JN-LF
I Elevation at Highest Outlet Gpm Size 1/2" K-Factor 2.8
G Note: Temperature Rating
N
Calculation Gpm Required 14 Psi Required 46.39 BASR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 4-25-99 Rated Cap. Cap.
T Time of Test - 3:25 @ Psi Elev.
E Static (Psi) - 65 Elev. 0
R Residual (Psi) - 50 Other Well
Flow (Gpm) - 1135 Proof Flow Gpm
S Elevation - 0
P Location: CITY MAIN
P
L Source of Information: D.F.S. FLOW TEST
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ydratec
LANTATION LAKES
City Water Supply:
Cl-Static Pressure: 65 PSI
C2-Residual Pressure: 50 PSI
C2-Residual Flow: 1135 GPM
150
140
130
P 120 .
R 110
E 100 ,
S 90
S 80
U 70
R 60
E 50
40
30
20
10
Page 2
Date
Pump Data:
D1-Elevation: 12.993 PSI
D2-System Flow:59 GPM
D2-System Pressure: 53.778 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:59 GPM
Safety Margin: 11.159 PSI
2
C2
1
200 400 600 800 1000 1200 1400
FLOW ( N ^ 1.85 )
omputer Programs by Hydratec Inc. Route Ill Windham N.H. USA
1600 1800
Hydr#tec Page 3
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe P Pt
Ref. C~ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 14.00 0.884 1R 1.000 12.000 25.000 25.000 K Factor = 2.8
to 150 1.000
2 14.00 0.1025 13.000 1.332 Vel = 7.318
2 0.884 1R 1.000 6.000 26.332 26.332
to 150 1.000
3 14.00 0.1024 7.000 0.717 Vel = 7.318
3 884 1P 3.000 8.500 27.049 27.049
to 150 3.000
C3 14.00 0.1024 11.500 1.178 Vel = 7.318
14.00 28.227 K Factor = 2.64
4 0 0.884 1R 1.000 13.000 28.543 28.543
to 150 1.000 0
5 0 0 14.000 0 0 Vel = 0
5 0 0.884 1P 3.000 6.000 28.543 28.543
to 150 3.000 0
C2 0 0 9.000 0 0 Vel = 0
28.543 K Factor =
Cl 8.36 0.884 2R 1.000 16.500 29.391 29.391
to 150 1P 3.000 5.000
C2 8.36 0.0395 21.500 0.849 Vel = -4.370
C2 0.884 8.000 28.543 28.543
to 150
C3 8.36 0.0395 8.000 0.316 Vel = -4.370
C3 14.00 0.884 13R 1.000 66.000 28.227 28.227
to 150 1P 3.000 16.000
C4 5.64 0.0191 82.000 1.563 Vel = 2.948
C4 0.884 1P 3.000 10.000 29.790 29.790
to 150 3.000
C7 5.64 0.0191 13.000 0.248 Vel = 2.948
5.64 30.038 K Factor = 1.03
Cl 8.36 0.884 1P 3.000 10.000 29.391 29.391
to 150 3.000
C6 8.36 0.0395 13.000 0.513 Vel = 4.370
C6 7.08 0.884 19R 1.000 90.000 29.904 29.904
to 150 19.000
C7 1.28 0.0012 109.000 0.134 Vel = 0.669
1.28 30.038 K Factor 0.23
C6 5.63 0.884 1P 3.000 10.000 29.904 29.904
to 150 3.000
C11A 5.63 0.0190 13.000 0.247 Vel = 2.943
5.63 30.151 K Factor = 1.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd.
Ref.
Qa Dia.
C„
Fitting
or
Pipe
Ftng's
Pt
Pe
Ptopt
Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
C7 1.59 0.884 14R 1.000 78.000 30.038 30.038
to 150 20 7.000 28.000
C9 1.59 0.0018 106.000 0.194 Vel = 0.831
1.59 30.232 K Factor = 0.29
C7 5.33 0.884 1P 3.000 10.000 30.038 30.038
to 150 3.000
C12A 5.33 0.0172 13.000 0.223 Vel = 2.786
5.33 30.261 K Factor = 0.97
C6 1.45 0.884 13R 1.000 104.500 29.904 29.904
to 150 20 7.000 30.000
C8 1.45 0.0015 iP 3.000 134.500 0.208 Vel = 0.758
CS 0.884 10 7.000 12.000 30.113 30.113
to 150 1P 3.000 10.000
C11 1.45 0.0015 22.000 0.034 Vel = 0.758
1.45 30.147 K Factor = 0.26
C9 1.59 0.884 1P 3.000 10.000 30.232 30.232
to 150 3.000
C13 1.59 0.0018 13.000 0.024 Vel = 0.831
1.59 30.256 K Factor = 0.29
C11 1.45 1.602 8R 1.000 41.000 30.147 30.147
to 150 8.000
C11A 1.45 0.0001 49.000 0.004 Vel = 0.231
C11A 5.63 1.602 12R 1.000 60.000 30.151 30.151
to 150 1P 8.000 20.000
C12 7.08 0.0016 80.000 0.128 Vel = 1.127
C12 -14.00 2.003 6R 1.000 30.000 30.279 30.279
to 150 6.000
C12A 6.92 0.0005 36.000 0.019 Vel = -0.705
C12A 5.33 2.003 15R 1.000 100.000 30.261 30.261
to 150 10 11.000 46.000
C13 1.59 2P 10.000 146.000 0.005 Vel = -0.162
1.59 30.256 K Factor = -0.29
C12 14.00 2.003 1P 10.000 26.000 30.279 30.279
to 150 10.000
TASR 14.00 0.0019 36.000 0.069 Vel = 1.425
TASR 2.003 1Z 6.482 8.000 30.348 30.348
to 150 1B 6.482 15.993 Fixed loss = 3
BASR 14.00 0.0019 14.482 0.028 Vel = 1.425
BASR 2.003 20 11.000 10.000 46.368 46.368
to 150 22.000
UG1 14.00 0.0019 32.000 0.061 Vel = 1.425
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv ******* Notes ******
Point at Pf/UL Eqv. Ln. Total Pf Pn
UG1 45.00 4.08 1T 32.247 270.000 46.430 46.430 Qa = 45
to 150 32.246
UG2 59.00 0.0009 302.246 0.258 Vel = 1.448
UG2 7.71 8F 10.8832076.000 46.688 46.688
to 150 1T 42.322 129.380
UG3 59.00 2205.380 0.085 Vel = 0.405
UG3 9.79 4L 21.592 360.000 46.773 46.773
to 150 86.364 7.000 Fixed loss = 7
CONN 59.00 446.364 0.005 vel = 0.251
59.00 53.778 K Factor = 8.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fee Pidecden by CompLim Oeeian
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name PLANTATION LAKES W< J
Building %- * TYPICAL FOR ALL TYPE 3 BUILDINGS
Location : SANFORD FLORIDA
System : D/A #5
Contract : A1907
Data File : A1907.WX5
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 1
PLANTATION LAKES Date
t
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES Date - 4-1-99
Location - SANFORD FLORIDA
Building - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS System No. - D/A #5.
Contractor - DELTA FIRE SPRINKLERS Contract No. - A1907
Calculated By - FRED LUPO Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - APARTMENT BUILDING
S
Y
S
T
E
M
D
E
S
I
G
N
Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D
Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
Other
Specific Ruling Made by Date
Listed Flow at Start Point - 13.5 Gpm
Listed Pres. at Start Point - 23.2 Psi
MAXIMUM LISTED SPACING 20 x 20
Domestic Flow Added - 45 Gpm
Additional Flow Added - Gpm
Elevation at Highest Outlet - Gpm
Note:
System Type
Wet ( ) Dry
Deluge ( ) PreAction
Sprinkler or Nozzle
Make GLOBE Model JN-LF
Size 1/2" K-Factor 2.8
Temperature Rating
Calculation Gpm Required 43.27
Summary C-Factor Used:
Psi Required 49.32
Overhead 150
BASK
Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 4-25-99 Rated Cap. Cap.
T Time of Test - 3:25 @ Psi Elev.
E Static (Psi) - 65 Elev. 0
R Residual (Psi) - 50 Other Well
Flow (Gpm) - 1135 Proof Flow Gpm
S Elevation - 0
P Location: CITY MAIN
P
L Source of Information: D.F.S. FLOW TEST
Y
I
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ydratec
LANTATION LAKES
City Water Supply:
Cl-Static Pressure: 65 PSI
C2-Residual Pressure: 50 PSI
C2-Residual Flow: 1135 GPM
Page 2
Date
Pump Data:
D1-Elevation: 12.993 PSI
D2-System Flow:88.26 GPM
D2-System Pressure: 57.549 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:88.26 GPM
Safety Margin: 7.318 PSI
2
C2
1
200 400 600 800 1000 1200 1400
e FLOW ( N ^ 1.85 )
omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
1600 1800
Hydratec Page 3
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C„ or Ftng•s Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 0 0.884 1R 1.000 12.000 14.500 14.500
to 150 1.000 0
2 0 0 13.000 0 0 Vel = 0
2 10.66 0.884 1R 1.000 6.000 14.500 14.500 K Factor = 2.8
to 150 1.000
3 10.66 0.0619 7.000 0.433 Vel = 5.572
3 10.82 884 1P 3.000 8.500 14.933 14.933 K Factor = 2.8
to 150 3.000
C3 21.48 0.2262 11.500 2.601 Vel = 11.228
21.48 17.534 K Factor = 5.13
4 10.73 0.884 1R 1.000 13.000 14.691 14.691 K Factor = 2.6
to 150 1.000
5 10.73 0.0626 14.000 0.877 Vel = 5.609
5 11.05 0.884 1P 3.000 6.000 15.568 15.568 K Factor = 2.8
to 150 3.000
C2 21.78 0.2320 9.000 2.088 Vel = 11.385
21.78 17.656 K Factor = 5.18
Cl 26.78 0.884 2R 1.000 16.500 24.971 24.971
to 150 1P 3.000 5.000
C2 26.78 0.3401 21.500 7.312 Vel =-13.999
C2 21.78 0.884 8.000 17.657 17.657
to 150
C3 5.00 0.0153 8.000 0.122 Vel = -2.614
C3 21.48 0.884 13R 1.000 66.000 17.535 17.535
to 150 1P 3.000 16.000
C4 16.48 0.1385 82.000 11.359 vel = 8.615
C4 0.884 1P 3.000 10.000 28.892 28.892
to 150 3.000
C7 16.48 0.1385 13.000 1.801 Vel = 8.615
16.48 30.693 K Factor = 2.97
Cl 26.78 0.884 1P 3.000 10.000 24.971 24.971
to 150 3.000
C6 26.78 0.3401 13.000 4.421 vel = 13.999
C6 22.40 0.884 19R 1.000 90.000 29.393 29.393
to 150 19.000
C7 4.38 0.0119 109.000 1.301 Vel = 2.290
4.38 30.694 K Factor = 0.79
C6 17.81 0.884 1P 3.000 10.000 29.393 29.393
to 150 3.000
C11A 17.81 0.1599 13.000 2.079 Vel = 9.310
17.81 31.472 K Factor = 3.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydt'atec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng•s Pe Pv Notes ******
Point Qt Pf/UL Ecry. Ln. Total Pf Pn
C7 4.79 0.884 14R 1.000 78.000 30.692 30.692
to 150 20 7.000 28.000
C9 4.79 0.0141 106.000 1.493 Vel = 2.504
4.79 32.185 K Factor = 0.84
C7 16.06 0.884 1P 3.000 10.000 30.692 30.692
to 150 3.000
C12A 16.06 0.1321 13.000 1.717 Vel = 8.395
16.06 32.409 K Factor = 2.82
C6 4.60 0.884 13R 1.000 104.500 29.393 29.393.
to 150 20 7.000 30.000
C8 4.60 0.0131 1P 3.000 134.500 1.758 Vel = 2.405
C8 0.884 1P 3.000 12.000 31.149 31.149
to 150 10 7.000 10.000
C11 4.60 0.0131 22.000 0.288 Vel = 2.405
4.60 31.437 K Factor = 0.82
C9 4.79 0.884 1P 3.000 10.000 32.188 32.188
to 150 3.000
C13 4.79 0.0141 13.000 0.183 Vel = 2.504
4.79 32.371 K Factor = 0.84
Cil 4.60 1.602 8R 1.000 41.000 31.436 31.436
to 150 8.000
C11A 4.60 0.0007 49.000 0.035 Vel = 0.732
C11A 17.81 1.602 12R 1.000 60.000 31.472 31.472
to 150 1P 8.000 20.000
C12 22.41 0.0135 80.000 1.082 Vel = 3.567
C12 43.27 2.003 6R 1.000 30.000 32.553 32.553
to 150 6.000
C12A 20.86 0.0040 36.000 0.144 Vel = 2.124
C12A 16.07 2.003 15R 1.000 100.000 32.409 32.409
to 150 10 11.000 46.000
C13 4.79 0.0003 2P 10.000 146.000 0.038 Vel = 0.488
4.79 32.371 K Factor = -0.84
C12 43.26 2.003 1P 10.000 26.000 32.553 32.553
to 150 10.000
TASR 43.26 0.0154 36.000 0.554 Vel = 4.405
TASR 2.003 1Z 6.482 8.000 33.107 33.107
to 150 1B 6.482 15.993 Fixed loss = 3
BASR 43.26 0.0154 14.482 0.223 Vel = 4.405
BASR 2.003 20 11.000 10.000 49.322 49.322
to 150 22.000
UG1 43.26 0.0154 32.000 0.492 Vel = 4.405
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or FtngIs Pe Pv ******* Notes ******
Point Qt Pf/UL Ecgv. Ln. Total Pf Pn
UGl 45.00 4.08 1T 32.247 270.000 49.815 49.815 Qa = 45
to 150 32.246
UG2 88.26 0.0018 302.246 0.544 Vel = 2.166
UG2 7.71 8F 10.8832076.000 50.358 50.358
to 150 1T 42.322 129.380
UG3 88.26 0.0001 2205.380 0.179 Vel = 0.607
UG3 9.79 4L 21.592 360.000 50.537 50.537
to 150 86.364 7.000 Fixed loss = 7
CONN 88.26 446.364 0.011 Vel = 0.376
88.26 57.548 K Factor = 11.63
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
i
I
Fee Pj on by CwvAw Oesan
Hydratec
Inc.
Route Ill
Windham NH 03087
Job Name PLANTATION LAKES $t. 6 XZ
Building TYPICAL FOR ALL TYPE 3 BUILDINGS
Location SANFORD FLORIDA
System D/A #6
Contract A1907
Data File A1907.WX6
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATIQN SHEET
Name - PLANTATION LAKES Date - 4-1-99
Location - SANFORD FLORIDA
Building - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS System No. - D/A #6
Contractor - DELTA FIRE SPRINKLERS Contract No. - A1907
Calculated By - FRED LUPO Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - APARTMENT BUILDING
S
Y
S
T
E
M
D
E
S
I
G
N
Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D
Number of Sprinklers Flowing: ( )l ( )2 ( )4 ( )
Other
Specific Ruling Made by Date
Listed Flow at Start Point - 19.5 Gpm
Listed Pres. at Start Point - 12.12Psi
MAXIMUM LISTED SPACING x 130
Domestic Flow Added - 45 Gpm
Additional Flow Added - O Gpm
Elevation at Highest Outlet - 30 Gpm
Note:
System Type
X) Wet ( ) Dry
Deluge ( ) PreAction
Sprinkler or Nozzle
Make GLOBE Model JN
Size 1/2" K-Factor 5.6
Temperature Rating 155
Calculation Gpm Required 123.17 Psi Required 50.04
Summary C-Factor Used: Overhead 150
BASR
Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 4-25-99 Rated Cap. Cap.
T Time of Test - 3:25 @ Psi Elev.
E Static (Psi) - 65 Elev.
R Residual (Psi) - 50 Other Well
Flow (Gpm) - 1135 Proof Flow Gpm
S Elevation - 0
P Location: CITY MAIN
P
L Source of Information: D.F.S. FLOW TEST
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ydratec
LANTATION LAKES
City Water Supply:
Cl-Static Pressure: 65 PSI
C2-Residual Pressure: 50 PSI
C2-Residual Flow: 1135 GPM
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
40
30
20
10
Page 2
Date
Pump Data:
Dl-Elevation: 12.993 PSI
D2-System F1ow:104.79 GPM
D2-System Pressure: 52.851 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:104.79 GPM
Safety Margin: 11.966 PSI
D2
C2
1
200 400 600 800 1000 1200 1400
FLOW ( N ^ 1.85 )
omputer Programs by Hydratec Inc. Route Ill Windham N.H. USA
ft
1600 1800
Hydr#tec Page 3
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C„ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
21 19.50 1.109 8.330 12.125 12.125 K Factor = 5.6
to 150
22 19.50 0.0627 8.330 0.522 Vel = 6.477
22 19.92 1.4 1R 1.000 7.000 12.647 12.647 K Factor = 5.6
to 150 1.000
23 39.42 0.0741 8.000 0.593 Vel = 8.216
23 20.37 1.4 1P 6.000 1.500 13.240 13.240 K Factor = 5.6
to 150 6.000
M1 59.79 0.1601 7.500 1.201 Vel = 12.461
M1 1.4 1P 6.000 12.500 14.441 14.441
to 150 6.000
M2 59.79 0.1602 18.500 2.963 Vel = 12.461
M2 1.602 1P 8.000 11.500 17.404 17.404
to 150 8.000
C11 59.79 0.0831 19.500 1.620 Vel = 9.517
59.79 19.024 K Factor = 13.71
1 0 0.884 1R 1.000 12.000 23.635 23.635
to 150 1.000 0
2 0 0 13.000 0 0 Vel = 0
2 0 0.884 1R 1.000 6.000 23.635 23.635
to 150 1.000 0
3 0 0 7.000 0 0 Vel = 0
3 0 884 1P 3.000 8.500 23.635 23.635
to 150 3.000 0
C3 0 0 11.500 0 0 Vel = 0
23.635 K Factor =
4 0 0.884 1R 1.000 13.000 23.456 23.456
to 150 1.000 0
5 0 0 14.000 0 0 Vel = 0
5 0 0.884 1P 3.000 6.000 23.456 23.456
to 150 3.000 0
C2 0 0 9.000 0 0 Vel = 0
23.456 K Factor =
Cl 6•.14 0.884 2R 1.000 16.500 22.977 22.977
to 150 1P 3.000 5.000
C2 6.14 0.0223 21.500 0.479 Vel = 3.210
C2 0.884 8.000 23.456 23.456
to 150
C3 6.14 0.0223 8.000 0.178 Vel = 3.210
C3 0.884 13R 1.000 66.000 23.635 23.635
to 150 1P 3.000 16.000
C4 6.14 0.0223 82.000 1.828 Vel = 3.210
C4 0.884 1P 3.000 10.000 25.464 25.464
to 150 3.000
C7 6.14 0.0223 13.000 0.290 Vel = 3.210
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe At Pt
Ref. ^C^ or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
6.14 25.754 K Factor = 1.21
Cl -6.14 0.884 1P 3.000 10.000 22.977 22.977
to 150 3.000
C6 -6.14-0.0223 13.000 -0.290 Vel = -3.210
C6 13.10 0.884 19R 1.000 90.000 22.687 22.687
to 150 19.000
C7 6.96 0.0281 109.000 3.065 Vel = 3.638
6.96 25.752 K Factor = 1.37
C6 -6.80 0.884 1P 3.000 10.000 22.687 22.687
to 150 3.000
C11A -6.80-0.0269 13.000 -0.350 Vel = -3.555
6.80 22.337 K Factor = -1.44
C7 3.01 0.884 14R 1.000 78.000 25.754 25.754
to 150 20 7.000 28.000
C9 3.01 0.0060 106.000 0.632 Vel = 1.573
3.01 26.386 K Factor = 0.59
C7 10.09 0.884 1P 3.000 10.000 25.754 25.754
to 150 3.000
C12A 10.09 0.0559 13.000 0.727 Vel = 5.274
10.09 26.481 K Factor = 1.96
C6 -6.30 0.884 13R 1.000 104.500 22.687 22.687
to 150 20 7.000 30.000
C8 -6.30-0.0234 1P 3.000 134.500 -3.145 Vel = -3.293
C8 0.884 1P 3.000 12.000 19.539 19.539
to 150 10 7.000 10.000
C11 -6.30-0.0234 22.000 -0.514 Vel = -3.293
6.30 19.025 K Factor = -1.44
C9 3.01 0.884 1P 3.000 10.000 26.387 26.387
to 150 3.000
C13 3.01 0.0060 13.000 0.078 Vel 1.573
3.01 26.465 K Factor = 0.59
C11 53.49 1.602 8R 1.000 41.000 19.024 19.024
to' 150 8.000
C11A 53.49 0.0676 49.000 3.313 Vel = 8.514
C11A 6.80 1.602 12R 1.000 60.000 22.336 22.336
to 150 1P 8.000 20.000
C12 46.69 0.0526 80.000 4.205 Vel = 7.432
C12 59.79 2.003 6R 1.000 30.000 26.541 26.541
to 150 6.000
C12A 13.10 0.0017 36.000 0.061 Vel = -1.334
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe at Pt
Ref. C^ or Ftng's Pe Pv ******* Notes ******
Point Qt PVUL Eqv. Ln. Total Pf Pn
C12A 10.09 2.003 15R 1.000 100.000 26.481 26.481
to 150 10 11.000 46.000
C13 3.01 0.0001 2P 10.000 146.000 0.016 Vel = -0.306
3.01 26.465 K Factor = -0.59
C12 59.79 2.003 1P 10.000 26.000 26.541 26.541
to 150 10.000
TASR 59.79 0.0280 36.000 1.008 Vel = 6.088
TASR 2.003 1Z 6.482 8.000 27.549 27.549
to 150 1B 6.482 15.993 Fixed loss - 3
BASR 59.79 0.0280 14.482 0.405 Vel = 6.088
SASR 2.003 20 11.000 10.000 43.947 43.947
to 150 22.000
UG1 59.79 0.0280 32.000 0.896 vel = 6.088
UG1 45.00 4.08 1T 32.247 270.000 44.843 44.843 Qa = 45
to 150 32.246
UG2 104.79 0.0025 302.246 0.747 Vel = 2.572
UG2 7.71 8F 10.8832076.000 45.590 45.590
to 150 1T 42.322 129.380
UG3 104.79 0.0001 2205.380 0.246 Vel = 0.720
UG3 9.79 4L 21.592 360.000 45.836 45.836
to 150 86.364 7.000 Fixed loss = 7
CONN 104.79 446.364 0.016 Vel = 0.447
104.79 52.852 K Factor = 14.41
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087