10100 Plantation Lakes Cir - 99-000752 (1999) (Plantation Lakes Apts) (documents)slob potomootow k9sCF..
SUBDIVISION: •
ZONE
CONTRA
ADDRESS
PHONE #
LOCATIOI
OWNER
ADDRESS
PHONE #
PLUMBIN,
ADDRESS
PERMIT # q4f .754A LOT NO. '
JOB
BLOCK:
dia SECTION:
COSTS `
1 SQUARE
FEE $
STATE NO. C6"70& 2 70
FEES 1 6 `
PHONE #
ELECTRICAL CONTRACTOR > 1 I W.h"\eor UI)C"' FEES i
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS (
ARCHITECTURAL APPROVAL DATE:
FEE S 432'7
FEET: Vm -2"
MODEL
OCCUPANCY CLASS:
INSPECTIONS ITYPEDATEOKREJECTBY
FEES ENERGY SECT. EPI:
019 —3Aoo Fie SPA nKl
CERTIFICATE OF OCCUPANCY
ISSUED #
l
DATE: _
FINAL DATE `O
L 10 l
r ,
r -
CERTIFICATE OF OCCUPANCY -
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: q' I t• O
ADDRESS: PidiTAMiCA LAWSS Ce
99.752
CONTRACTOR/PROJECT NAME: CG
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
been denied. Your prompt attention will be appreciated. Thank
you.
10
Engineering:
1
Fire Department:
Public Works: Zoning Department:
ilities/Cross Connection:
p" LOTtoe. c*A
071
Srgrs tTsi
1 O dMaR" EQ D+Ms4`r
OPOI
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: q•OO
ADDRESS: P14T--A&iicn Ldes 0.9. 99•?S2
CONTRACTOR/PROJECT NAME:C.C,,0
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:
Public Works:
Fire Department:
Zoning Department:
Utilities/Cross Connection: C ftoG'ttc.-1 i 5pu1^' /,
W&W
tjpxv 61 LOT
1*
04 '
o
s;r&c"Maop
11 i e
fl 1 Tti
Co
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19
2 I ?'Ay
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CERTIFICATE_ QE -Q --C- UPAANCY ADDENDUM
SANFORD PUBLIC -WORKS -DEPARTMENT
40.7-) 3304680JAX (407) 33.0-5601
Project- Plantation Lakes- September-19- 2000
10.1-00. Plantation-L&es-Glide
fte son -for. Disapproval: ngne
Conditional Agreement:
r .. Building-LO L00- was not-complete-when.Linspected- the -area. There. wasa considerable amount
of constructiowdebr-is-around-the-site. 2.
The asphalt was damaged m several -areas -around -building 12100 and- 10.100. 3.
The construction area was- not-fenaed-off-fromthe residents. This should -be of great concern -
to -your company -because -of the- liability -it Rresents. A safety fence -should be in place -
to -protect residents -from -harm. Approved--
by-Public-Works-Depadment subjeato acceptab&cormpletion-of_tbe-abpve deficiencies -
within- 30- days: 11ecommend-
having. all- par -tiesinvolved-having#-fwal-waWthrough before C.O. of the last two-
buildings. Note.
This_Addendmn-does notinchzde other Dep s comments. Thank
you, eg. &,
z/ Robert
Beall Signs. -
and -Traffic. Coordin#tor
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: q•Of
ADDRESS:
q9 -'? SZ
10100 P1q rj+&jj0n LAUes aq,
CONTRACTOR/PROJECT NAME:"bCG
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:
Public Works:
Utilities/Cross Connection:
M
Fire Department:
Zoning Department:
CERTIFICATE16F OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAUAPARTMENT BUILDING****
DATE:
ADDRESS: IOIGfi P1A4&+im Laut1 CQ9! -? S2
CONTRACTOR/PROJECT NAME:bCC.
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:
Zoning Department:
O Q 9/oa 31i6 3 Id;n 19
ss onnection:
9 a o_
NTIALS '; ' r; Tc Uj
Uhllity Inspector's Fincci ___,%w_--
p (,i'I r6':il+l'!3 - I uiei----------
FOEP Clearance - Sewer _______---
City Services Easements
Maintenance Bond (10% - tyr) __ ------
Other ------------------
Aq"6' q7 S- Uv
W 9 9
I.
rn11Src-(Ln'lE
CERTIFICATE OF OCCUPANCY
REQUEST FCR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING
DATE: q-I • C7
ADDRESS: PlaTM+&+icn99-st LacsC' Q
CONTRACTOR/PROJECT NAME:L
The Building Dept. Has prepared a certificate of occupancyabovelocationandisrequestingafinalinspectionbyour
for the
department. 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:
Public Works:
Fire Department:
Zoning Department:
Utilities/Cross Connection: i
DCP l
City Servicps c;; nw,:'::s
Maintenance Bond (N% -
O!her --------------------
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAUAPARTMENT BUILDING****
DATE:
ADDRESS.
00anC
joiov P1&r+&ii& L&Wes eQ CONTRACTOR/
PROJECT NAME: CG 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 been
denied. Your prompt attention will be appreciated. Thank you.
Engineering:
Fire Department: Public
Works:_ Zoning Department: Utilities/
Cross Connection:
ok cihlr
Nor
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE:
ADDRESS:
99 -? S2
CONTRACTOR/PROJECT NAME: aCG
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
been denied. Your prompt attention will be appreciated. Thank
you.
Engineering:
Public Works:
Utilities/Cross Connection:
Fire Department:
Zoning Department:
l ZOO
REl-E,A EQ1 Clr, L% -lFlc TE OF QCCUP-ANEY
SANFORD-PUBLIC WORKS-DBI'AR-TWNT
407.} 330-5680,. FAX.(4OL7).330-601
Project: Plantation -Lakes- October 27, 2000
1oTO0--R Matfbn-Ealcs-CVrcFe
Lh&ve-reinspected-the-bujTdhig-ancrfowuZthal-th y-hia-ue-been-compkiedrpmplam-anctC
speei ications:
Note.'- This release -does -not inchmic- other-DepartmenlV--s-comments.
Thank -you,
Robert Beall
Signs. and-Traffc-C.00rdinator
JJ 6
CI7 SAN FORpr FLORIDA
PERMIT N0-9J _ DO DATE 52-10 ! 9
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME 47."'J 06y41-
ADDRESS OF JOB-10/00 RL4'J7 9.r-,oA0 FKGS cacLE _
PLUMBING CONTR. A "yd!` L!L • 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 I
Additional Water Closet r
Commercial:
Fixtures. Floor Drain, Trap
Sewer r
Water Piping_
Gas Piping
Factory-built housing
Mobile Home
Application Fee 0
Minimum Commercial Permit: S25. oo _-. Total n79
Muter Plumber
COMPETENCY CARD NO.
CITY O,' S ELECTRICAL APPLICATION
PERMIT NO.(: — DATE: S--I q jq
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECyTVCAL WORK:
OWNER'S NAME: 4
ADDRESS OF JOB: OI Q
ELECTRICAL CONTRACT RES NON -RI
Subject to rules and regulations of the city
Total b:d
By signing this application I am stating I am in compliance w' 6 t6 City Electrical Code
d
Applicant's Signature
Zc, c x 18 5 '
States License#
CITY OF SANFORD MECHANICAL APPLICATION
PERMIT NO. A'[ E:1P
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQUIPMENT: .
OWNER'S NAME
ADDRESS OF JOB Vr/O - lo1AD-f1AAj a gc>ri LA KE> 6/oL f
MECHANICAL CONTRACTORA F /am &C, &8
RESIDENTIAL t _ COMMERCIAL
Subject to rules and regulations of Sanford Mechanical Code
1 _MfflxiIi
By Signing this application 1 am stating that I am in ompliance with City of Sanford
Mechanical Code. e&,-Vr
pplicant Signature
65pm
States License#
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: 7 lI PERMIT #: qq
BUSINESS NAME: ir it/T%f%ON (X-5
ADDRESS: /0., /00 togt%;Wn/ urs r'/L
PHONE NUMBER:
PLANS REVIEW
BURN PERMIT
TANK PERMIT
COMMENTS: 5eg
TENT PERMIT
REINSPECTION
El FIRE SYSTEM
AMOUNT $ '
A--rTyGww&,,,,r
I
CT
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.
e---? & A05
AJ
Sanford Fi Prevention
I certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
of the Qjty of Sanford, Florida.
Applicaa— Es Signature
8 4t3 /0
CITY OF SANFORD ELECTRICAL APPLLICATION
PERMIT NO. DATE: 1 -? .-q 1
G
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK: /
0OWNER'S NAME: -41-""T 440 U40&1'1' !fAlt 'r y
101 Qn 4y _,'"-00) %ts AADDRESSSOFJOB: /" 15
66 E LL CONTRACTOR:194 t- 4"/rr OWILES NON-RES
Subject to rules and regulations of the city electrical code:
By signing this application I am stating I am in cal Code o
c/. ,B l //• Applicant's Signature EF
aoa /V 77 States
License# 6L
Uolue 36'
FF,I=tt1 rSll_EI•IT ICI•IIGHT E12 493 5.175 1339.V7?-1S 17:19 q2Q4 F.pz/p3
Model SK-4224
4-7on " entional Fire Panel -
A flexible, powerful,
fire protection applic
cost-effective panel for
ations
The SK-4224 Is a 4-zone 24-volt ccnventionnt fire+ :alarm panel tvith a powerful feehire set thet ma•<es it the most
flexible, easy to use fire control panel available
The SKA224 has a 2.5 amp ?4 VDC power surlily, rirrhr:citr;ri nlarrn and Iroub!e relays, four Class B Style B
Inputs and two 2 5 amp Cla93 4 Style Y outputs. These can be programmed to uoelals as two Class A slylP C
inputs with one 2.5 amp Class A Style Z output when Blass A of:era;ion is desired The panel also features an
innovative notification expansion input that ellow.y lire SK-4224 v) act as a 2.5 amp ADA notification expander!
The SK-4224 is a class leading control panel that provides a c-os; effective sclution to your fires control needs.
Model SK-4224
i' 4-Zone Conventional Fire Panel
The Silent Knight SK-4224
provides class A and 8 operntion,
2.5 amps of notification power and
dedir:ated form 'G" alarm and
trouble relays.
Programmable features for zones
include alarm verification and
enhanced" v9rification, th it allover.
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 circuits can
be programmed for silencing or no
silence and for ANSI or steady
output.
The on -board annunciator is easy
to use and provides LED indication
Of alarm, supervisory and trntible
conditions by zone as well as
system status.
Features
Four CIris B Style 8 initiation zones
or they can be rrogramnigd to be
two Class A Style U zones)
Two Class 8 "'tyle y power limited
notification circuits riterl 2.5A each
or they can he prr?gramrred to bP
one Class A Stylai Z circuit)
7 SA power °uvoly
Decdic9ted alarm and troub!p reiaya
timid.-ry, power orltput raters
at .5A .
Alwyn verification feature
Enhancers verification reattioa allows
pnnel to instnnth, rPr-ognize pull
stations in smoke verification zones
Plug-in c-rirr trni;:ator accessory
fits In _3Drrlgt
ompar,. rnbrnpt hct:;es up tr two
7 0 AH Galleries
Nolifrratioii Appliance rircuitr
programrnyble for ANSI or steady
output
Or'? person Walk Torsi fpaturp
UL 864 Ii%terd rnmplml; with NFPA
72 and M
DIP Switch prograrnrnable
No prograrnm-nq softwme or sperial
tools reouired
Approved for use as an ADP.
notification power sripuly expanur•r
Model SK-4224
Specifications
Prirrar) AC
n Vinl7 4M 60 H2 Ord?, P/N 02Z4
30 Vrms !M 50 H: Order P/N 47741i•
TrYal Arce vcnry : 5A
lead
Dimensions Height, 15 1.8'
Width: Q t3/i5-
Depth• 3 3/8-
Color Red
SILENT
KNIGHT
ALARM
INDUSTRY
PRODUCTS
FIRE ALARM
STATIONS
Non -Coded
Pull Lever, Break Glass Typo
v Simple, Positive Operatiol7
Single or Double Pole
Single Action
UL Listed
WARNING: These devices will not operate without
electrical power. As fires fregllently cause power inter-
ruplions, we suggest you discuss further safeguards
with your local fire protection specialist.
DESCRIPTION
AIP Non -Coded Fire Alarm Stations are riogged.
attractive units that are designed for easy and eco-
nomical installation All stations (:,in be either flush
Or surface mounted. For flush mounlinq• a 4 inch
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
A127oDro
Easily Recognizable — All Stations are parnte(f irl A1270-Sr0
durable AIP lire red.
A1270A•Dr0
Single Action, Break Glass Initialing Station. A1210A•Sr
Choice of Field Connections -- Cat. No, AI A139Z50
series have screw lerminal.. Cat No A1270A series
have 6 inch wore leads A1270 GLR
Switch Contacts Field Connections
All Normally Open Screw Term. Wire leads
Double Pole X
Single role Y
Uouhle role••• ---•-- -•-•-- - •R -- -•
Single role '-- .x
Sleel Box for surface Inuunling -- - -
Glass Replacemeiii Rod (20 per box)
OVERALL DIMENSIONS AND MOUNTING
1- 1-
17S1
FIREALARM
PULL
INCASE (Ill)
OF
FinE
7%. AIM Sro A A1770A SrO A
7p) A1770 Oro A17TOA Oro
scnEw TEnMINALS) (wrFIE LEAOSI
FINISH- BnIGHT FIRE ALARM TIED FLUSH MOUNTING UNIT FITS 4-
ELECTRICAL CHARACTETIISTICS: SO BOX a PLASTEn COVER wirlr
OPEN CONTACTS. RATED 7 AMrS SINGLE GANG OPENING IIAVINO
AT 17SV AC. 0.73 AMPS AT 173V OC AN OVERALL K41 O DErTII OF 7 / -
S7)
3:4
7.1
IK. r__ MTO.
i•MTO. HOLES
DOUPLE x O. S
Fort %,- a V... CONDUIT
TOP a BOT TOM
1751 1 \
AI79750 STEEL BOX
SUnr At;E MOVNTIPIO
01MENSIONS AND INS IALLATI N
DATA 'On MON•CODE D 7T A TIC11411
MOTE D—ml,one PP —nCh P. Ind 1-11-01P,II Sp—hrel•nn, 91,DI.Cl IO Chen rdhni'l nnl,r• ALARM
INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032 COPYRIGHT
loop Aln-
4 (GIADI
DEC- 10-'?7 LIED 12 _ _ Pr'1-e.1br-eeze je,_,,jr- r I. •,
INSTALLATION AND MAINTENANCE INSTRUCTIONS
2100(A) and 2100T(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 Ifumidily Range:
Latching Alarm:
Heat Sensor (Model 21o0T(A) only)
Electrical Retings
System Voltage
Maximum Ripple Voltage:
Start-up Capacitance:
Standby Current:
STF
SENS60
A DI03i0n of Pittway
1825 Ohio Avenut, Sr. Charlts, Illinois 60174
1.800•$ENSOR2. FAX: 630.377.4495
Model 2I00(A): 32" to 120'F (00 to 50*C)
Model 210OT(A):329 to I1`100F (0* 10 39'C)
10% to 93% Relative liumidity, Noncondensing
Reset by momentary power Interruption
1350F Fixed Ternperalure Electronic Thermislor
Nominal- 12 or Z4 VDC
Minimum- R.5 VDC
Maximum: 35 VDC
30% of nom. Voltage (peak to peak)
0,02 pF maximum
50 pA maximum
Alarm Ratings: 4.2 VDC minimum at In mA.
0 G VDC maximum at too mA.
Alarm current must be limited to 100 mA maximum by the control panel. If used, the RA40OZ(A) Remote Annunclatru
operates within the specilled detector alarm currents.)
Reset Vnllage: Z.5 VDC jrninimum
Reset Time: 0.3 seconds maximum
Start-up Time: 30 seconds maximum (after 60 second reset)
Before Installing
Please thoroughly read System Sensor manual I56407.
Guide for Proper Use of System Smoke Detectors, %vhlch pro-
vides detailed Information on detector spacing, placement,
zoning, wiring. and special applications. Copies of this
manual are available at no charge from System Sensnr. (For
installation in Canada, refer to CAN/ULC•S524•M91, Srart-
dard for the lnstolfalfon of Fire Alarm Sysrems, and CEC
Part 1. sec. 32 )
NOTICE: This manual. should be left with the owner/user
of this equipment.
IMPORTANT- This detector must be tested and maintained
regularly following NFPA 72 requirements. The detector
should be cleaned at least once a year.
General Description
Model 2100(A) is a 2-wire pholoelectronic smoke detector
that uses a slat e-of-Ihe-art optical sensing chamber. This
detector Is designed to provide open area protection and In
be used with compatible UL•Iisted panels only. Model
2100T(A) features a restorable, built-in, fixcd•lempera!ure
1359F) thermal detector.
installation of these detectors is simplified by Me use of a
mounting bracket and a plug-in screw lerrninal block Ihat
can be prewired to the system, allowing the detector to be
easily installed or removed for cleaning. The detector's sen-
silivily can be tested in place using the M0440OR Test
Module. An LED on the detector provides a local visual in.
dicatlon of the detector's status. If power is Lapp )ied to the
detector, and it is functioning normally In slandt,y, the sta.
lus LED blinks every ten seconds. The LED also latches on
in alarm.
Models 2100(A) and 2100T(A) feature a visual .indicaiinn
ihal maintenance is required - it the sensing chathher drifts
out of its sensitivily limits, the LED ceases to 06.
v
The detectors also include an output that allows an
optional Model RA4007,(A) Remote Annunciator to be
connected.
0200.54.00 I 15r. 710 07
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 tVIARKINGS
MATCHING HORNS
2-GANG BOX tNIOUNT. UNIVERSAL MOUNTING PLATE
SYSTEM
OUTDOOR OPTION
Fire alarm horn/strobe operates from 24 Vdc and can be selected for
temporal pattern or steady tone output. The unique microprocessor
based hom 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 "12
AWG terminal block is provided for connection to signal circuit and
all models mount to standard North American 2-gang elec(
minimum 2-3/4" (69 mm) deep. The plastic front plate has
attractive textured finish. The synchronized strobe is suppli i
FIRE" (wall orientation) as the standard lens marking. Color -
matched surface boxes, horns. and other audible/visible signals are
also available.
Horn Current Draw: 40 mA (high-outputY17 mA (low-output)14L.,
Vdc
Horn/Strobe Output (high setting measured at 10 It.): 102 dBA..`'
peak anechoic), 97 dBA (average anechoic): 35 dBA (reverberen-0 J
HORN and STROBE FIRST DEVICE
ON SAME CIRCUIT Horn/Strobe
To UUULC Listed
Fire Alarm Control H+
Panel Signal Circuit H-
Note 1
HORN and STROBE
ON SEPARATE CIRCUIT
To UUULC Listed oe
Fire Alarm Control + Horn/Strobe
Panel Signal Circuit
Note 1 +y
To UUULC Listed
Fire Alarm Control +
Panel Signal Circuit
HomStrobe Output (low setting measured at 10 ft.)- 96 dBA (peak
anechoic): 33 dBA (average anechoic), 76 dBA (reverberent)
See Notification Appliances - Introduction for Minone signal
application and strobe performance characteristics and specifications.
Cat.
Number
Description
INT-5AT 15 cd Temporal Horn/Strobe (synch), Red
INT-SATW 15 cd Temporal Horn/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-BATW 110 cd Temporal Horn/Strobe (synch), White
Horn/Strobe
To Next Device
or EOL Resistor
To Next Device
Horn/Strobe] or EOL Resistor
To Next Strobe Device
or EOL Resistor
i +
Note 1: Polarity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition.
48
Integrity Mounting 515,
Accessories
COLOR I:\fl'I11s1) I'l, SIGNALS
RoI((,rrr RINGS
Vlu\flllil(PI(l)O1 It1,xIiS
131-DIRE-I'I(WAL FRAMES
INT-S11, -SB%%' Surface Itun - Steel box tier sill I:,rr nruununl! any
INT series signal. Use till• indoor applications only.
INT-1(1(, -I(1(W Refrofil 1(hig - SIM srluare ring lire etounrinit
any IN I' ;cries signal to exislini: 4" stpeure cleciric box Thal arc L,).r
shallow lu accept device. Adds ahoul I" depih. I Ise fill• indoor
applications only.
INTANT, AVBW NVealbcrprool Box - Cast slecl box lift sor lice mounting
any suitable INT series signal in an uutdnur applicouwi INT-
RDI,-111)1-NV Ri-direclional Mouoling Frame - SIcel motmting
frame allows Iwo INT series signals to he installed haca io-
back. Ideal for long core idol applications rue indoor tine only INT-
RR INT
BDF5
75- Cat.
Number Description INT
SB Suilace Box - indoor. Red INT-
SBW Surface Box - indour, White _. INT-
RR Retrofit Ring - Red INT-
RRW Retrofit Ring - White INTWB
Weatherproof Box - suilace. Red _ INTWBW
Weather root Bbx- surface. While INT-
BDF Bi-directional Mour tin Frame - Red INT-
BDFW Bi-directional Mountie Frame - While 43
40=20 INSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF
ELECTRONIC SIGNALS
WARNING: Installation is to be done by qualifier) prisonnel who have thoroughly rend and undeistoud this
installation sheet and the accompanying Ger>_eial Piuduct Warning and Limitations Document #544111.
SPECIFICATIONS AUDIBLE APPLIANCE: Lisled Voltage Range 20-31 VDC or VFWR
Signal Type: Sleady or Temporal/Sele0riblc Cuirenl 15 mA c@ 24 VDC ,e VFWR
SPL. @ 24VDC al 10' on axis 92(IB sleady of Iviopmal 10-25 mA 20-31 VDC
UL reverberant room rating:
830171 at 10' 20VDC steady, 79 ilR Irmpoial Units for indoor use only (0-C•49-C)
84dB al 'IU' 24VDC steady, 03 df3 tl:Inprnal _ _ ___
See visual specifications for strobe currents & intensitiesnopage 4 6310
MINI -HORN (Fig. 1) (2) r, :32 Y 1 Ild" 1.
Configure horn for Iempoial or steady Irma scIows see
fig. 4A) 2.
Connect wiring (see fig 4) 3.
Mount the Mini -Horn to the single yang box `r, Fig. 1 (6310) with
the two # 6-32x1-3/4" screws r • '; 4
Test unit for proper operation I
a 6311
MINI -HORN (Fig. 2) roil 1. Configure hors for Imolmral oI slrmly Innr (41 r.37 x see
fig. 5A) d 2.
Pull the wires from the oullel hox lluough the large
opening in the adapter plate, x 3.
Mount the adapter plate to the elechirml boy, q/ using
the appropriate screws provided. Makinu OR sure
that the adapter platy; is mounted in the (2) 1137 x 1r,
uprightposition. (Note: When using a single fir,1.1/2 srinwc ' OR
r
gang
outlet box make sure to use the holes sou labelled "
single gany") i,rh u 4.
Connect wiring (see fig. 5), `"rips •• 5.
Mount the grille on to the adapter plate by liist , . • `V engaging
the two slots in the bottom of the milli ' • Fig. 2 (6311) with
the two labs in the botlorn of Me adapter. • 6.
Test unil for proper operation 6312
MINI-HORN/STROBE (Fig. 3) 1.
Configure horn for lernporal or steady lone see
fig. 6A or fig. 7A.) (4) r;.32 x 519" 2.
Pull the wires from the mullet box lbiouyh the g,,o•s large
opening in the adapter plate (7) r, :12 3.
Mount the adapter plate to the electrical box x ,/n• using
the appropriate screws provided. Makinu sure
that the adapter plate is mounted in the upright
position. (Note: When usin(t -I single
gang oullel box make sure the use the l21 e' `2 OR holes
labelled "single gang".) soli sr,P., 4.
Configure and wire the 6312 for either singly' rapi Ilrg O circuit
or split mini-horn/shvbe operation Sclewq r see
fig.6 or fig. 7). (Note: Split operation y,• 1
requires
Iwo separale notification circuits.) 5.
Mount the grille on to tine adapter plate by first ' Fig. 3 (6311) engaging
the Iwo slots in the botlorn of the grille f with
the Iwo tabs in the bolfom of the adapler \\ plate.
Then use the # 6x1-12" self tapping screw
to attach the grille to the adapter plale Fi
Test unit or proper operation. 544441
PFV PACT I (if 4 n/Inmr,
NOTE' UNITS TO BE ONLY INS'IAI_LED IN A(:(.( P1-)AIJGE WITI I TI IE NATIONAL f-_LECTRICAI. CODE
AND LOCAL ELECTRICAL CODES.
DO NOT LOOP _WIRE, LIT WIRE RUN 1U PRUVIUE ELEGTRICnL.SUPERVISION
Tmininals air, (irsulnr(I In arrrpl no lalyrl 111111 12 ua. Will'.
WIRING DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE
CONNECTED TO SAME_ NOTIFICATION APPLIANCE CKT.
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WIRING
DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE CONNECTED
TO TWO SEPARATE NOTIFICATION APPLIANCE CKTS. r)
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MULTIPLE CUNUUCTUII UNSIIIELUEU—
CABLEU & J/II;KETEU
IV- Listed NEC Typo I=1'LIi
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w for
Battery Calculations
for
Plantation Lakes
Bldg Type 3
Device I Quantity of I Standby mA i Alarm mA Tot. Device Tot. Device i
1 Devices Per DeviceDescription Per Device StandbymA Alarm mA
4224 Control Panel 1 125 250 125 250
4224 Notification Circuits (2 Max) 2 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 Q I Q
125 250
Auxiliary Devices (list all)
Smoke Detector 1 5 60 5 60
0 0 0 0 0
0 0 0 0 0 i
0 0 0 0 0
0 0 0 0 0
Other Q Q
Auxiliary Device Totals 0 5 60
Notification Appliances (list all)
110cd Horn/Strobe. 4 N/A 259 N/A 1036
Minl-Horn. 6 N/A 40 N/A 240
0 N/A 0 N/A 0
0 N/A 0 N/A 0
0 N/A j 0 N/A 0
Other-:_... 4 N/A 10 N/A Q
Notification Appliance Totals 10 N/A 1276
Summary Section
Standby Hrs. Required 24
Alarm Sounding Minutes 5
Total System Standby mA 130
Total System Alarm mA 1586
Total System Standby AM 3.12
Total System Alarm AM 0.13
IMin. A/H Battery Required 3.25
Recommended A/H Battery 4.OAH
NOTE:
1. TYPICAL OF BUILDING TYPE 3
1 #4 #5 #9 #10
12 #13 #15
2. (2) 12V4AH BATTERIES WILL
BE INSTALLED
SK 4224
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: I010 Pi tat ctn L,s Cr Occ. 18
M.g
Business Name: Plantation Lakes Apartments Ph.
Contractor: Alert Security (Scott Craven) Ph. 644-8990
Reviewed [ ] Reviewed with comment [„ j Rejected [
Reviewed by: Bart Wright, Fire Protection Inspector's
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-nlocation b definition NEC) must be listed for
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)
FEDERAL BO(GO& 11AllAl MAGBICY
NATIONAL ROOD INSURRIICE PROtiRAY'
ELEVATION CERTIFICATE
O-Nth Nil 3W-0W
EXPIrm J* 31, 2602
Sanford FL 34771
PROPERTY DESPUPTION (Lot and BbdtN1~, TOPWW Nwdm- LavalOaalplb% ft)
W.
LATiTUDEA.ONGI UDE (OPTIONAL) HORQDWTAL DATUM SOURCE U GPS (Typal
w -M - won or we ail^ U Wa lov U NAD IN3 VUSGS Ousel ft U Ofllar.
N cn wwE CAYS AEuCNTSECTION B - FLOOD INSURANCE RATE NAP (FIRM) INFORMATION
B1. thin? WtteG P1Yea5 11 JJ MNW NAME BJ FSTATE
00 E 4/1-AY .. (S1• (zoIlaNAura000 noodr,e:
BtO. lndfoete the arwroe of tine Bass Fbod Elevation (BFE) data or base flood depth enty to 89-
U FIS Profs ()9 FIRM U Com w* Determined U DOW (Daabe):
811. Indicate the elevation datum used for the BFE in BW )M NGVO 1929 U NAVD IM U Other (Daaft):
812. Is the hWM located in a Coastal Barrier Resources System (CBRS) area orOttrcrwbe Protected Area (OPA)? U Yes W No
Desipno0on Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevatlons are based on: UConstructfon Drawings' UBulkfkg Under Construction' wFinished Construction
A new ENvetion Ce0cei jwal be required when construction of the building is complete.
C2. Building Diagram Numbs (Select tM bu'Irang diagram most Wmlar to the buldug for which 96 aAifieate is being completed - s,
pages B and T. If no diagram &=at* represent the building. provide a sketch or photograph.)
C3. Elevations —Zones AlAX AE. AH, A (with BFE). VE. VI-V30. V (wan BFE). AR, ARIA. ARIAS. ARJAI.M. ARJAH, ARIAO
Complete here CU4 below according to the building diagram specified in Rem C2. Site the datum used. Ifthedatum is dlfVW from
the datum used for the BFE in section B. convert the datum to that used for the BFE Show field measurement and debun conversion
aladation, Use the space Provided or the Cammeht area of Section 0 or Section G. as appropriate. to doaanent the datum conversk
Datum Con""Onicomments
Elevation reference mark used Does the elevation referents mark used appear on the FIRM?
Y a) Top of bottom floor (including basement Or enclosure) 60.78 g- R(m) t
0 b) Top of next higher floor 62_RR jL R.(m) 3
0 c) Bottom of loweat horizontal structural member (V zones 0*) — IL(m)
O d) Attached garage (top of slab) — Il(m)
0 e) Lowest elevation of machinery Indoor "*nw W
servicing the bnAft ti(n)
0 q Lowest adjacent grade (LAG) 70 8-- R(m)
0 g) Ifighed adjacent grade (HAG) An n
0 h) No. of permanent openings (flood vents) within 111. ebove adjacent grads
0 ) ToW area cf ag permanent openings (Rood vents) inC3h _ s4• irL (sq. am)
UYes Ut
SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This ceo=%n is to be signed end eeeled by a land surveyor. engineer, ar architect euthoraed by law to ON* elevation IMomhation.
IC#$* the, tieirfbrmetlon in Sections A B, andC on Nis cer611ate represents my best efforts to interpretthe data available.
Iurderstnd Nat any false statement may bepurshable by brieorimprisonment under It U.S. Code. Section 1001.
CERTIFIER'SNAME William E. Burkett, P.E. LICENSENtIMBFA 36043
COMPAW NAMET1TltPresident pp
ADDRESS 50 N. Qraigc Ave. Sty. 1501 _ Orlando STATE FL LP CODEj2801
CMn xL. A.Ir, 00 CGC pW%p!W ICQK Ono RrMTTINI IATWIN Prot Ar:FC An I OPPO In
WPORTAMr..
r w uuasa can>Dww Ikw
Po1q Number .. J .
Sanford 34771
SEMN D - SURVEYOKMMM o R-MWR TECTCERTiMT=ldbRMUED) -
Copy both Was of this Elevation Ce dcw for (1) oommIe* om a , (2) tnaurar= sgenVeompWT. and (3) building owner.
COMMEN 11
SECTION E --BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A WITHOUT BFE1
For lone AO and Zone A MftA BFE), complete Items E1 Osough E3, IIBIe Elevaft Cerfto Isbanded for use as suppor0'ngbdbimionforeLOWorLOAW, SecOmCmustbe 1, glohd "'
E1. Buidtg Diagram Number 3 (Soled the MA*Q dlagrem moat skaor to the btd" for Mtckh Otis cem5eete is being completed -
we papas 6 and 7. Mno diagram accursl* represents the buidbg, provide a sketdn or pictograph.)
EZ The top ofOle bo0om lion (b>chrdlnp basement orenctwure) of the building le W X(m) I 1 fin.(Cm) U above or U below
dick one) go higheat Mocisi t grade.
E3. For Zone AO ony: It no flood depth number Is evallable. Is the top of the bottom Door elevated in accordance with the community s
Roodpldn management ordinanes7 U Yea )_) NO I_J Unbawn. The local olRclal mull car* this information in Section G.
Thep OP" owner or WWI wftdnd rep "ImIsl ve who completes Sections A. B. and E for Zone A (without a FEMAmissued or
comumudry4ssued BFE) or Zone AO must sign hoe.
PROPERTY OWNERS OR OWNER'SAUIHOIMED REPRESENTAWY S NAME
ADDRESS _» CRY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
I Check here if attachment:
SECTION 0 - COMMUNITY INFORMATION (OFTIONAL)
The local 0949 who is suftrind by law orordinance to administer Oracommunity: Roodp,ai n management W*kar= can complete
Sections A. B. C (or E). and G of this Elevation COWCOle. Complete the applicable items) and sign below.
01. U The infomation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engineer. or ardited who is aWwIM by state or local low to tardy eW ation oJormataa (Indicate the source and date or the
elevation data in the Comments area below.)
G2. U A eommuniy official completed Section E for a buildup located inZone A (wiUroW a FEMAaasued or corununiy4asued BFE) or
Zone AD.
G3. U The following i dornatbn (Items 13449) is provided for community Roodplein management purposes.
ISSUED
G7. This permit has been Issued for. U New Construction U Substantial Improvemert
GO Elevation of as -Dais lowest Roo (including basement) of the budding lr _ R.(m) Datum:
G9. BFE or (inn Zone AO) depth offlooding at the building site is: _ R.(m) Datum:
LOCAL OFFICIALS NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
X.= :
II Check here if attachmem
COMA Fmm A1.11 Al V%0o ROM ARFR Al I DRMrd LC rniTun.rs
AND E'CH
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
January 24, 2000 RECEIVED
DCC Constructors, Inc. JAN 2 6 2000
Attention: Roberto Leite
PLANTATION LKS4820CountyRoad46A
Sanford FL 32771
Re: Plantation Lakes Formboard survey — Building 10
Dear Roberto:
This letter is to certify that on January 18, 2000 this firm performed a field survey
on the formboards for Building 10. 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 level is 62.88 and 60.78 for the lower
level, the proposed finished floor elevation is 62.75 for the upper level and 60.75
for the lower level.
Sincerely,
LAND -TECH SURVEYING & MAPPING CORP.
P.R. (Rick) Burns, P.S. & M.
President
PRB/fe
11SERVERIDOCSJOBS1991990191letters%letter to certify bldg 10.doc
ALTMAN DEVELOPMENT 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 #10 (10100 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 ggagral partner
R. Goodfellow, Vjjce President Construction
p: pltl ks/city-occupancy.doc
0
2201 Corporate Blvd. N.W., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706
AI.rMAN DEVELOPMENT 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 #16 (10100 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
By. L 1 '01( l/
JV R. Goodfellow, Victe President Construction
p:pltl ks/city-occupancy.doc
d ZZ -W
2201 Corporate Blvd. N.W., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 9, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.G. Box 1788
Sanford, Florida 32772- 1 788
Reference: Buildina: #10 Permit # 99-3585
Logan Heights Apartments
UES Project No. 44907-002-01 and Report No. 3508
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,
LINW RSAL ENGINEERING SCIENCES
Rir k G. IK.ushner, P.E.
Fj(a—dd P.E. No. 38705
ireshold No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 9 DeBary, Florida 32713 9 (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002-01
No. 3508
ENGINEERING SCIENCES
UES ReportAugust9,
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 #10 Permit #:
99-3585 Date
of Activity: August 7, 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 roof truss tie -down for Building #10. In six places, "
tunnel ties" were not properly attached to concrete roof and in two places "tunnel ties" were
missing. The roofing sub -contractor was notified and all corrections were made immediately. Roof
truss tie down now meets project plans and specifications. heila
M. Smith, P.E. 0-10P.
E. No. 51512 UNIVERSAL
ENGINEERING SCIENCES
DUNIVERSALENGINEERINGSCIENCES
Consultants In: Geotechnical Engineering - Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 9, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #10 Permit # 99-3585
Logan Heights Apartments
UES Project No. 44907-002-01 and Report No. 3507
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
kick-G. Kushner, P.E.
F oridt,P.E. No. 38705
i hteshold" No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 - DeBary, Florida 32713 9 (407) 668-1557 - FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002-01
UES Report No. 3507
ENGINEERING SCIENCES August 9, 2000
Consultants In: Geotechnical Engineering - Environmental Sciences - EDConstruction 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 #10
Permit #: 99-3585
Date of Activity: August 7, 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 roof sheathing nail down for Building #10. All
roof sheathing nail down meets project plans and specifications.
Ca
Sheila M. Smith, P.E. ir 7(w
P.E. No. 51512
UNIVERSAL ENGINEERING SCIENCES
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 4, 2000
Mr. Dan Florian, Chief Buildina Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #10 Permit # 99-35C5
Logan Heights Apartments
LIES Project No. 44907-002-01 and Report No. 3480
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) 668-1.557 with any questions.
Respectfully submitted,
UNIV=RSAL ENGINEERING SCIENCES
Ric:.G. Kushner, P.E.
Florida P.E. No. 38705
TIireshoid No. 863
xc: John Kopelousos; Vestcor C:onstru:ction
3063 Enterprise Road, Suite 24 9 DeBary, Florida 32713 • (407) 668-1557 9 FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002-01
UES Report No. 3480
ENGINEERING SCIENCES August 4, 2000
Consultants In: Geotechnical Engineering - Environmental Sciences - EBConstruction Materials Testing - Threshold Inspection
3063 Erderprise 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 #10
Permit #: 99-3585
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 re -inspection of reinforcing steel for Building #10 right side
front and rear stair landings. All steel placed meets project plans and specifications.
Sheila M. Smith, P.E. --b-
P.E. No. 51512
UNIVERSAL ENGINEERING SCIENCES
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS 10100 Plantation Lakes Circle (B#10) PERMIT NUMBER
al
Total Contract Price of Job $8 ,410 jrvo "Otal Sq. Ft.
Describe Work 3-Story Multifamily Apartment Building
Type of Construction Wood Frame
Number of Stories 3
Occupancy: Residential X
Number of Dwellings
Commercial
19
99,-75a
32,285
Flood Prone (YES) (NO)X
Zoning PD
Industrial
LEGAL DESCRIPTION See Attached (please attach orintout from Seminole Count
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 N/A
ADDRESS
CITY STATE ZIP
ARCHITECT
ADDRESS _
CITY Raleigh STATE NC ZIP 27603
MORTGAGE LENDER N/A
ADDRESS
CITY STATE ZIP
Cline Davis Architects, P.A.
414 West Jones Street
CONTRACTOR
r
PHONE NUMBER
ADDRESS ST. LICENSE NUMBER
CITY STATE ZIP 3a7Sn
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 NOTIFY THE OWNER OF THE PROPERTY OF
THE RE REM TS OF FLORIDA LIEN LAW, FS713.
C M rr
gnature o O e Agent b Date Si9ffiature of Contract r b Da 0 a 4
John R. GoodfellowesN c
y
z
Type or Print Owner/Agent Name Type or Print Cont ac is Name c
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o AA ligo a
r04Psignatu-F-e of tart' & Date Signature of Notary DatepOfficialSeal) f a ,,l ea a
YI `Y v
Joellen Schafer
My Commission CC789000
AR L h E J
NOTARY PUBLIC STATE OF FLORIDAo1
CAMWna Expires September8.=2 MY COMMISSION #CC416424 -0
a s + 3 83 EXPIRES: June 26, 1999 c k
a
E C Application App BY: Z 1 1TT ,1 (7• - Date-:
t, `,
I._] q fE
z FEES: Building - Radon Police IJ%Fire .i.. 3 a
H -4 Open Space sS Road impact Apt i ation1,
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N o o PERMIT VALIDATION: CHECK C.,SH DATE ! v
to N a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
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THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE R
1
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 NOOMS48'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 N0O'OX48'E ALONG SAID WEST LINE FOR A
DISTANCE OF 167Z28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY UNE OF
RINEHART ROAD; THENCE RUN N89'12'120E ALONG SAID SOUTHEASTERLY RIGHT
OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THE SOUTH RIGHT OF WAY LINE
OF HUCHY STREET; THENCE RUN S89'45'490E ALONG SAID SOUTH RIGHT OF WAY
LINE FOR A DISTANCE OF 265.76 FEET. THENCE RUN SOO'32'03'E FOR A DISTANCE
OF 924.90 FEET; THENCE RUN S12 00'03'E FOR A DISTANCE OF 440.00 FEET;
THENCE RUN S89'45'490E FOR A DISTANCE OF 586.52 FEET TO THE EAST LINE OF
SAID WEST 1/2 OF THE SOUTHEAST 1/4; THENCE RUN SOO'32'03'E ALONG SAID -
EAST LINE FOR A DISTANCE OF 133.14 FEET; THENCE RUN S76'45'150W FOR A
DISTANCE OF 735.42 FEET; THENCE RUN S11'42'43'W FOR A DISTANCE OF 272.03
FEET; THENCE RUN N89'45'44'W FOR A DISTANCE OF 375.22 FEET. THENCE RUN
N5532'02'W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 30.937 ACRES. MORE OR LESS.
G
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CITY OF SANFORD. FLORIDA
APPLICATION FOR BUILDING PLRmrC
PERMIT ADDRESS10100 PLANTATION LAKES CIRCLE BLDG #10
J111.
01
PERMIT NUMBER 31 0
Total Contract Price of Job $11,564.00 Total Sq. Ft. 32, 500
Describe work INSTALLATION OF ABOVE GROUND AND UNDERGROUND SPRINKLER SYSTEM.
Type of Construction WOOD TRUSS Flood Prone (YES) (NO)
Number of Stories #k3 Number of Dwellings 19 UNITS Zoning
Occupancy: Residential x Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER flf_C CONSTR iC ORS PHONE NUMBER(40j) 834-3300
ADDRESS
CITY STATE ZIP
TITLE HOLDER
ADDRESS
CITY
BONDING
ADDRESS
CITY
IF OTHER THAN OWNER)
COMPANY N/A
ARCHITECT
ADDRESS _
CITY
MORTGAGE
ADDRESS
CITY
LENDER N/A
STATE
STATE
STATE
STATE
ZIP
ZIP
ZIP
ZIP
CONTRACTOR DELTA FIRE SPRINKLERS, INC. PHONE NUMBER (407) 328-3000 EXT 14:
ADDRESS 111 TECH DR. ST. LICENSE NUMBER 7dQ7d0000190CITYSANFORDSTATEFLZIP47771
Application is hereby made to obtain a permit to do the work and installations as
it *cated. 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 NOTIFY THE OWNER OF THE P
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
K fD O
O n R
N N a
Signature of Owner/Agent & Date Signature of Contractor & Date O Z -<
H N
CHARLES W . MONIGOMERY , z
Type or Print Owner/Agent Name T pe or Pri Contractor's Name 0 0
o 0
0
t v
Signature of Notary & Date 1.1ignature of Notary b Date
M
Official Seal) 8-6 v
KAREN M. BINNER
1 MYCOMMISSION# CC823334 0
or no EXPIRES: April 4, 2003
4W3-NOTARY Fla too" Swvlw & Bordnp Co.
0
O - Q Q CApplicationApprovedBY: i Date: / F
FEES: Building Radon Police Fire li r
Open Space Road Impact Application /Q-
o
PERMIT VALIDATION: CHECK CASH DATE BY p
ORIGINAL (BUILDING) YELLOW CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
ITHISAPPLICATIONUSEDFORWORKVALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
l/9DATE:
BUSINESS NAME:
ADDRESS: /0464
PHONE NUMBER:
lc--z'I /"F1
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM rG5
Qe75/ AMOUNT $
COMMENTS:
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.
a L
J
I certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
of the City, of Sanford, Florida.
San ord F e Prevention 0licants Srre
Re Prdecbon by Computer Design
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name PLANTATION LAKES 3MC-
Building {Iifft 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 Ill 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
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: (X)1 ( )2 ( )4 ( >
Other
Specific Ruling Made by Date
Listed Flow at Start Point - 14
Listed Pres. at Start Point - 25
MAXIMUM LISTED SPACING 20 x 20
Domestic Flow Added - 45
Additional Flow Added -
Elevation at Highest Outlet -
Note:
Gpm System Type
Psi ( ) Wet ( ) Dry
Deluge ( ) PreAction
Gpm Sprinkler or Nozzle
Gpm Make GLOBE Model JN-LF
Gpm Size 1/2" K-Factor 2.8
Temperature Rating
Calculation Gpm Required 14 Psi Required 46.39 BASR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data:
A Date of Test - 4-25-99 Rated Cap.
T Time of Test - 3:25 @ Psi
E Static (Psi) - 65 Elev. 0
R Residual (Psi) - 50 Other
Flow (Gpm) - 1135
S Elevation - 0
P Location: CITY MAIN
P
L Source of Information: D.F.S. FLOW TEST
Y
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
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: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 111 Windham N.H. USA 03087
w
1600 1800
Hydratec Page 3
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C^ or Ftng',s e 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
C1 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. Qa Dia. Fitting Pipe Pt Pt
Ref. ^C" or Ftngls Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Of 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
C8 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 iB 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 Ill 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 Qt 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 41, 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 = 0.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fite Ptele m bp Caw*F Design
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name LANTATION LAKES G 1O
Building :%VS *- 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 Ill Windham N.H. USA 03087
nyaratec Page 1
PLANTATION LAKES Date
i
HYDRAULIC DESIGN INFORMATIAN 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
Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
Other
Specific Ruling Made by
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:
Calculation Gpm Required 43.27
Summary C-Factor Used:
W Water Flow Test:
A Date of Test - 4-25-99
T Time of Test - 3:25
E Static (Psi) - 65
R Residual (Psi) - 50
Flow (Gpm) - 1135
S Elevation - 0
P
P
L
Y
Location: CITY MAIN
NFPA 13D
Date
System Type
Wet ( ) Dry
Deluge ( ) PreAction
Sprinkler or Nozzle
Make GLOBE Model JN-LF
Size 1/2" K-Factor 2.8
Temperature Rating
Psi Required 49.32
Overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev. 0
Other
Source of Information: D.F.S. FLOW TEST
BASR
Underground 150
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
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:88.26 GPM
D2-System Pressure: 57.549 PSI
Hose { Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total F1ow:88.26 GPM
Safety Margin: 7.318 PSI
2
C2
1
200 400 600 800
omp liter Programs by Hydratec Inc.
1000 1200 1400 1600
FLOW ( N ^ 1.85 )
Route 111 Windham N.H. USA 03087
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 = 2.8
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 16.46 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 ill Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe' $t Pt
Ref. ^C^ or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. 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
Cil 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
C11 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 lO 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
TASK 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
BASK 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 Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
UG1 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
Fie Prdwbon by Covter DesWn
Hydratec
Inc.
Route Ill
Windham NH 03087
Job Name T1 PLANTATION LAKES '.\ '* 10
Building *0 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
Hydri ktec Page 1
PLANTATION LAKES Date
r
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 #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
Number of Sprinklers Flowing: ( )1 ( )2 ( )4 ( )
Other
Specific Ruling Made by
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:
NFPA 13D
Date
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
Summary C-Factor Used:
Psi Required 50.04
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:
D1-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 F1ow:104.79 GPM
Safety Margin: 11.966 PSI
D2
C2
1
200 400 600 800 1000 1200 1400
FLOW ( N ^ 1.85 )
ompu ker Programs by Hydratec Inc. Route 111 Windham N.H. USA
1600 1800
Hydratec Page 3
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe. t 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 =
C1 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 Pp Pt
Ref. ^C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Egv. Ln. Total Pf Pn
6.14 25.754 K Factor = 1.21
C1 6.14 0.884 1P 3.000 10.000 22.977 22.977
to 150 3.000
6 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
r
Hyd. Qa Dia. Fitting Pipe. ft Pt
Ref. C^ or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL 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 18 6.482 15.993 Fixed loss = 3
BASK 59.79 0.0280 14.482 0.405 Vel = 6.088
BASR 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