9100 Plantation Lakes Cir - BC99-000751 (1999) (PLANTATION LAKES - BLDG 9) DOCUMENTSd co P (4U4
SUBDIVISION: 4
ZONE DATE ='
o (A. PERMIT # LOT NO. IQ
CONTRACTORCAIQI C-6;330 1 C
ADDRESS
ADDRESS
PHONE
PLUMBING CONTRACTOR ' - v L e Plb
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR I 1- a . p m (2-
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
7 n
JOB
COST $
FEE $
STATE NO.=0Zo *9 / 0
FEE $ /i-, GIs
FEE $ r7t (1
FEE $
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT By
MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT. EPI:
J
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS )
FINISHED FLOOR
ELEVATION REQUIREMENTS 1---) CERTIFICATE OF OCCUPANCY
ARCHITECTURAL APPROVAL DATE:
ISSUED # DATE: -
FINAL DATE. LO&
a3 50DJ
ICITY O ELECTRICAL APPLICATION
PERMIT NO. `, DATE:
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:
OWNER'S
ADDRESS OF JOB
ELECTRICAL
Subject to rules and regulations of the city electrical
By signing this application I am stating I am in compliance with tl a City Electrical Code
Applicant's Signature
E 2 (- C30 l$5k
States License#
4L,X,-d 9
2:301
CINI OF SANFOROr FLORIDA
PERMIT NOJ / —00,Q DATE 5/2'40 /9i
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL.
LOWING PLUMBING WORK:
OWNER'S NAME /1r? '"4" d/ls E op Irt ANT _
ADDRESS OF JOB 9100 P"-"'r4740a Lgkas (r'A" r
PLUMBING CONTR. A'wr13 r'r : '^ - Res. _ Comm.
Subject to rules and regulations of Sanford plumbing code.
Residential: I Number I Amount
Alteration, Addition, Repair !
New Residential:
One Water Closet
Additional Water Closet TO
Commercial:
Fixtures. Floor Drain, Trap _
Sewer r
Water Piping
Gas Piping
I
I
Factory-built housing
Mobile Home
Application Fee 70
111078MinimumCommercialPermit: s25. oo Total
Mast*r Plumb*r
COMPETENCY CARD NO.
CITY OF SANFORD MECHANICAL APPLICATION
PERMIT NO. l ` "d" DATE: to S- f 2
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MEC/JHAANIC,AJ,L, EQUIPMENT:
OWNER'S NAME/''7fi/ bE V,
ADDRESS OF JOH,&Q6r*9• QI1Uy LAAJ!ioJ `q.t<es cQ
MECHANICAL CONTRACTOR: I /ge-raRae(> l, ....
RESIDENTIAL ''-_ COMMERCIAL
Subject to rules and regulations of Sanford Mechanical Code
7
Total 0
By Signing this application 1 am stating that 1 am in ompliance with City of Sanford
Mechanical Code.
plicant Signature
6AM 3-238R
States License#
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: y 7 le? <l PERMIT #: 7 v
BUSINESS NAME: G/—' o C.' LDS "7-->
ADDRESS:i/G C/-/GyJ L/« (eq'
PHONE NUMBER: ( ) 1CG &T 7r-- . /L/ r t/
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM 745
AMOUNT $ 50 <g-o'
COMMENTS: :— lFl 1i—
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.
V\
tq
Sanford Fire r vention
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.
Appl icants`lRignature
9
CITY OF SAN/hF ORD ELECTRICAL APPLICATION
j jJ
PERMIT NO. qV DATE: l
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:
OWNER'S NAME:
ADDRESSOF JOBJ'u'04AeS /0/0J!!5-
Fi c-. /J44`.w d.ec7'Sit666RIGALCONTRACTOR: -% ES N
Subject to rules and regulations of the city electrical code:
inaAl I AVA I"CL AJr Al I -.
ra4-10 / a Ct" k"p"ft
iGg vo-KA C— -t2em,
FFooc io 77
States License#
FPCIN : $1 E12 W91 64C31333.03 -1 6 1 ? : 13 g244 F . tcl2/Q3 Model
SK-4224 4-
Zont i4enlional Fire Panel A
flexible, powerful, cost-effective panel for fire
protection applications The
SK-4224 is a 4-zone 24•volt conventional Piro alarm panel wdh a powerful feature gel that ma<es it the moll flexible,
easy to use fire control panel available The
SK-4224 has a 2.5 amp :14 Vr)C power Suhtrly, r1r.lir tgrt ahrn and trouble relays. four CIa53 B Style 8 Inputs
and two 2 5 amp Clas3 a Style Y outputs. These can be programmed to overate as two Class A style O inputs
with one 2.5 amp Class A Style Z output when Class A operation is desired The panel also features an innovative
notification expansion input that allows file SK4224 te) act as a 2.5 amp AOA notification expander! The
SK-4224 is a class leading control panel that pievides a cos; effective solution to your fire control needs. Model
SK-4224 Features 4-
Zone Conventional Fire Panel Four glass a Style 8 witiatlon zones The
Silent Knight SK-4224 (or they can be plogramnled to be provides
class A and 8 opernlion. hvc Class A Style U zones) 2.
5 amos of notification power and Two Class 6 Style Y power limited dedicated
form 'C" alarm and notification cucuits ralP:i 2.5A each trouble
relays. (or they can he programmed to b-! Programmable
features for zones include
alarm verification and enhanced-
verification, that allowr. pull
stations to bp recognized instantly
on smoke verification zones.
Zones can also be programmed
for zone type (alarm or
supervisory). and water now delay (
30. 60. or 90 seconds). Notification
appliance circuits Can be
programmed for silencing or no silence
and for ANSI or steady output.
The
on -board annunciator is easy for.,
use and provides LED indication Of
alarm, supervisory and hotible conditions
by zone as well as system
status. one
Cla .s A Styla Z circuit) 7
SA power cuoDly Oedic9lnd
tllprrn and troub!* relays Auxiliary
power output ralp•I at .
5.4 Harm
varlfcation fPa41rp Ennanced
veriGc;i6ct, f9attuo ;,li(jws panel
to msMntly rPrpgn17•e pull stations
in smoke vr nficition Zones Plug-
inal!)r aCCP.SSOry fits
In :aornet Compxc!
rahlnal hCt ;pS tip tP two 7
0 AH battene-, Notification
appliance cilLuitr programrr•
ebir. for ANSI or steady output
Ore
person Walk Test feature Ul
864 Iieterd. rnrnrlioq with NFPA 72
and ICI Model
SK-4224 Specif
icotions Primal
AC 120
Vrms a 60 Hz 30
Venis r& 50 HZ Old?
r P/N 4224 Older
P/N 4774I4 Twal
Arce-,tocy 2 5A -- t.
cad Uimenstons
Height, 15 ::8' Width-
17 Qnli" Oer-
th• 3 VS - Color
Red DIP
Switch programmable SILENT No
Programrrnnq softwarp qr r.perial KNIGHT tools
recuired Approved
for I;se as an AOA notification
fio vet Slipuly tl panc ro 01
J!U 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 lives fregl,ently cause power Inter-
ruplions. we suggest you discuss further saleguards
with your local tire protection specialist.
DESCRIPTION
AIP Non -Coded Fire Alarm Stations are rlrgged.
attractive units that are designed for easy and eco-
nomical installation. All SlatlotTs ran he either flash
or surface mounted. For (lust) mounhtlg, 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 Ci1. Ne.
A1270.OPO
Easily Recognizable — All Stations are painted In A1210 SPO
durable AIP lire red.
A1170A•0P0
Single Action, Break Glass Initialing Station. AI?70A•SPO
Choice of Field Connections -- Cal. No At Fa" A139250
series have screw lernlinals. Cal NO A1270A series ---
have G inch wire leads. A1170•GLR
SwI1cA Conpctt rield Connection:
All Normllll' Open Screw term. Wire leads
Double Pole X
Single Pole -- -- Y -•— --- --
Double Pole --- _.—.X
Single r e ..x
Slee.f Box lot surlace 1110111111119 --
Glass Replacement Rod (20 pet Dori
OVERALL DIMENSIONS AND MOUNTING
1]SI (JSI
ringALARM
PULL
IN CASE Mot
OF
Fine
3%- AI270 SI`O A Aura sro a
701 AI]fOOro AI]rOAOPO
SCnEW tEnMINALS) IwrnE LEADS)
F WISN 9011G11T Fine ALAnM nEO FLUSII MOUNTING UNIT FITS 4-
ELECTRICALCNARACTEnISTICS: So noxaPLAstencoven worti OPEN
CONTACTS. nATEO 3 AMPS SINGLE OANO OPENING IIAVINO AT
t]SV AC. 0.2S AMPS AT 12SV OC. AN OVERALL IJI 1 OEPT01 OF ]'/.- Sr)
OOVPLE
K O. S von ;
t.- a V.- CONOVIt ty
1OP l 8011OM Mt0
tJ51f' O
IeJ)
Ufa.
II14)
O
I te
OIA NOTES
A130230
STEEL BOX SunrACE
MOVNtINO 011WENSI004S
AND tNSIALLA It9N OA
FA FOR NON.COOEO S I A T IOR4. NOTE
O„ M-0-t AN• -- nCh•4 ono 1-11-0tu,U SMrd,fgt•nM nthl•H to Ch•ne• —thnW nnbw• ALARM
INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032 r:
OPrnlrltl lose A10.
4 14.11101
DEC-10—'?7 WED I%.Ti- P0 :ect.ty it•o 407 :.Z*? 40?•? P. 01
IN41ALLATION AND MAINTENANCE INSTRUCTIONS
10
2100(A) and 2100T(A) Photoelectronic
Smoke Detectors
spesltkatlons
Diameter: 5.5 Inches (140 nun)
Height (including mounting bracket): 1.7 Inches 143 mm)
weight: 5.3 oz. (150 g)
Operating Temperature Range:
Operating Humidity Range:
Latching Alarm:
Heat Sensor (Model 210OT(A) only):
Electrical Ratings
System Voltage
Maximum Ripple Voltage:
SYSTEM
A olvisiiin of Piflway
3825 Ohio Avenue. S1. Omits. Illinois 60174
1.800-"SOR2. FAX: e30.377.4495
Model 2100(A): 320 to 110°F (00 to 50"C)
Model 210OT(A): 32° to 100°F (0° to 39'C)
10% to 93% Relative Humidity, Noncondensing
Reset by momentary power Interruplion
135'F Fixed Temperature Electronic Thermislor
Nominal: 12 or 24 VW
Minimum- 8.5 VDC
Maximum: 35 VOC
30% of nom. Voltage (peak to peak)
Start-up Capacitance. 0 02 pF maximum
Standby Current: 50 pA maximum
Alarm Ratings: 4.2 VOC minimum at 10 MA.
0 G VOC maximum at 100 nrA.
Alarm current must be limited to 100 mA maximum by fhe conlrol panel. If used, the RA40OZ(A) Remote Anntinclafor
operates within the specified detector alarm currents.)
Reset Voltage: 2.5 VDClninimum
Reset Time: 0.3 seconds maximum
Start-up Time: 30 seconds maximum (after 60 second reset)
motors Installing
Please thoroughly read System Sensor manual 156407:
Guide 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 Sensnr. (For
installation in Canada. refer to CAN/ULC-S524•M91. Stan-
dard for the Insrotkttfon of Fire Alarm Systems, and CF.0
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.
Gone al Desesiptlon
Model 2100(A) is a 2-wite photoelectronic smoke detector
that uses a state-of-the-art optical sensing chamber. This
detector Is designed to provide open area protection and to
be used with compatible UL-listed panels only. Model
210OT(A) features a restorable. built-in, fixed•lemperature
135'F) Ihennal detector.
Installation of these detectors is simplified by the use of a
mounting bracket and a plug-in screw terminal block Iliat
can be prewlred to the system, allowing the det0or to be
easily installed or reproved for cleaning. The detector's sen-
sitivity can be tested in place using the MOa400R Test
Module. An LED on the detector provides a local visual in-
dication of the detector's status. If power Is applied to the
detector, and it is functioning normally in siandhy. the sta.
lus LED blinks every ten seconds. 'rhe LED also latches on
in alarm.
Models 2100(A) and 210OT(A) feature a visual indication
that maintenance is required - if the sensing chathber drifts
out of its sensitivity limits, the LFr) ceases to blif&
v
The defectors also include an output that hill cs an
optional Model RA4007(A) Remote Annunciator to be
connected.
020014.00 1 1S6.710 117
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 VIOUNT. UNIVERSAL VIOUNTtNG PLATE
SYSTEM
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 HorrvStrobe Output (low setting measured at 10 ft.): 96 dBA (peak
signal and does not require external synch -control modules. A anechoich 38 dBA (average anechoic). 76 dBA (reverberent)
moveable jumper provides a choice for high (97 dBA) or low (91 See Notiftcarion Appliances - Introducrion for blirtone signal
dBA) output. application and strobe performance characteristics and specifications.
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 elect
minimum 2-3/4'* (69 mm) deep. The plastic front plate has
Cat.
Number
INT-SAT
INT-5ATWattractivetexturedfinish. The synchronized strobe is suppli' i
FIRE" (wall orientation) as the standard lens markinu. Color- INT-7AT
matched surface boxes. homs, and other audible/visible signals are
also available.
Horn Current Draw: 40 mA (high-output)/l7 mA (low-outputl'r
Vdc ;- ,
HorrvStrobe Output (high setting measured at 10 lt.): 102 dBA
peak anechoic): 97 dBA (average anechoic). 35 dBA (reverbcren[i")
INT-7ATW
INT-3AT
INT•3ATW
INT-8AT
INT-8ATW
HORN and STROBE
ON SAME CIRCUIT
To UUULC Listed
Fire Alarm Control
Panel Signal Circuit
Note 1
HORN and STROBE
ON SEPARATE CIRCUIT
To UUULC Listed -
Fire Alarm Control
Panel Signal Circuit+
Note 1
Horn/Strobe
DEVICE
HorNStrobe
Description
15 cd Temporal Horn/Strobe (s)
15 cd Temporal Horn/Strobe (s)
15/75 cd Temporal Horn/Strobe
15/75 cd Temporal Horn/Strobe
30 cd Temporal Hom/Strobe (s)
30 cd Temporal Horn/Strobe (s)
110 cd Temporal Horn/Strobe (;
110 cd Temporal Hom/Strobe (:
Horn/Strobe
H+
H-
To Next Device
or EOL Resistor
To Next Device
HorNStrobe or EOL Resistor
To UVULC Listed S+
Fire Alarm Control + To Next Strobe Device
Panel Signal Circuit or EOL Resistor
Note 1: P013rity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition.
Red
White
h), Red
h), White
Red
White
Red
White
48
Integrity Mounting ss-
Accessories
s.s•
cY)I-UI( n'I:1T('11131)T() SIGNAI J '
t 0-/
Stim:'\(•I. 13()X1.s
R I'I(()1'IT R IN( N
WFArlll:l(1'I(OOF BOXFS
131-DIRECTIONAL FRAMES
INT-Sli, -SRW Suraace Roy - SWO hog lur sill liter nauauing any
INT aeries signal. Use 1i)r iudtHH• applications only.
INT-1414,-RRW Reltol'il Itio1; - Sleel square ling IiH• naautling
iy INT scties signal a) existing 4" square declrtc box lh:tl are lno
shallow Nr accel)I device. Adds aboul 1" depth. I Ise IiH' nHluor
applicauous only.
INT-Mi'll, AVUW Wealherprot 1' 11or - C-1sl sleet Nix (iH s n•litce
nuauuing any suitable INT series signal in an outdoor applicaliun.
IN'1=lll)l',-111)1-\V Ri-directional ikIouoling I'ranle -tiled
ntuunting franc allows lao INT series signals to he installed ha -
nt•back. Ideal li)r lung corridor applications. I ur indoor use only
Cat. Number Description
INTSB Surface Box - indoor. Red
INTSBW Surface Box • indoor, While
INT RR Retrofit Ring • Red
INT RRW Retrofit Ring - While _
INTWB Weatherproof Box . sut face. Red _
INT WBW Weather roof Bo - surface. Wltite
INTBDF Bi-directional Mou lin Frame - Red
INT BOFW Bi-directional hlouolin Frame - White
43
drARMI-mob INSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF
ELECTRONIC SIGNALS
WARNING: Installation is to be done by qualified prosonnel who have thoroughly rears and understood this
installation sheet and the accompanying G211eral Pioducl.Warning and,Lirihilalioihs Document #544111_
SPECIFICATIONS AUDIBLE APPLIANCE: Listed Voltage Rarlge 20-31 VDC or VFWR
Signal Type: Steady or Temporal/Seleclahle Current 15 mA. c@ 24 VDC R VFWR
SPL: t@ 24VOC at Won axis 92(IB steady m If•nrlimal I0-25 mA 20-31 VDC
UL reverberant room rating:
03d8 at 10' 20VDC steady. 79 (In lemporal Units for indoor uge only (0"•C•49-C)
84dB al IU' 24VUC steady. 03 dD tr_nll ural
See visual specifications for strobe currents & inlensilies on page 4.
6310 MINI -HORN (Fig. 1) (7) 41 1, Y 1 1 1•1.
1. Configure horn for lemporal or sloridy Inne
see fig 4A)
2. Connect wiring (see fiy.4).
3. Mount the Mini -Horn to the sm(Ile gmig box Fig. 1 (6310)
with the two # 6-32x 1-.1M" screws. ( a
4 Test unit for proper operation. ( )
6311 MINI -HORN (Fig. 2) gt
1 Configure born for lemporal or shady lone, (4) 632
see fig. 5A)
2. Pull the wires front the ontlot box througlt the
large opening in the adapter plate."
n..
Stio•:c
3. Mount the adapter plate to the alechical box
using the appropriate screws provided. Makirnl
1
sure that the adapter plate is mounted in flit, (2) 1132 x • OR
upright position. (Note: When using a single Or. 1 v2" sue.. (r) OR
yang outlet box make sure to use the holes •;..rr
labelled "single gang")
4 Connect wiring (see fig. 5). "'`Y` •
5 Mount the grille oil to the adapter plate by first 'V
engaging the Iwo slots in the bollom of 111e llrille fig. 2 (6311)
with the two labs in the bollom of the allaplrr.
V. Test unit for proper operalion.
6312 MINI-HORN/STROBE (Fig. 3)
1. Configure horn for temporal or steady toile
see fig. 6A or fig. 7A.)
2. Pull the wires from the oullet box Ihruuyh the
large opening in the adapter plate
3. Mount the adapter plate to the electrical box
using the appropriate screws provided. Makirl(t
sure that the adapter plate is mounted in the
upright position. (Note: When usintl a
single gang oullet box snake sure the use the
holes labelled "single gany".) sa Y 1'
4. Configure and wire the 6312 for either single
s011
rappilig
circuit or split mini-horn/strobe operation wq
see fig.6 or fig. 7). (Note: Split operation
requires two separate notification circuits)
5. Mount the grille oil to the adapter plate by firs(
Eengaging11ietwoslotsinlifebottomofthegrille
with the two tabs in file bottom of the adapter
plate Then use file # 6x1-112" self tapping
screw to attach file grille In the adapter Mate
6. Test unit or proper operation
7) p. 3?
Y 1 /'1'•
415.32 x S'S'.
Fig. 3 (6312)
544441 Rr-V r :nr 4 1 of 4 nU 1 OtOr:
NOTE: UNITS TO BE ONLY INSIALLFD IN ACC(MOANCE WITI I II IE NAnCINAL r-l..Fc:TRICAI. CODE
AND LOCAL ELECTRICAL. CODES.
DO. NOT LUOP_WIRE,-CUT WIRE RUN I PRUVIUC.ELECTRICAL G.UPERVISION
Ternfillals lie fle .i(Il rfl li) :frrel)I no Irnyel Miff 12 q1 wile.
WIRING DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE
ora-rr:Mr(aRnl.
CONNECTED 1'0 SAME NOTIFICATION APPLIANCE CKT.
Qrr= s1 EA1)Y
LGR",
Iv
LaiL *;-- - i IorIr Fig. r;n
hn)ppral .,^,elr!f:fnr .lunq)r1r
rinrr_ wllr•.rl sr•l rr:llrir.
IFMPORAI r'Al IrRfl• 1111'
I IORN MUS I fir vowr uri )
rROMANON.r(II Srr•It:
riOnrwAIION Arrl IArit.1
Cu1CIA I
raf)M(,()t11Rf)i rnril•f fut
rrrvu )1):: i rrvifx
ALARM 1'f )1 Al?l I Y :a IOWf l
tit) Ilr ICA l if )f f Ar l'l AI If :l 1 • I•. l
1
I rAVF .urMrrr.s Ill
I'l Wr? (.^• I Rf Ill nrlf)
Afll)lnlr• !-If.:r1Al ARr•
IIIf11•Ft?AIF f)fl IIIF
i lAr,ir 1a11?('l111,
I • Iv
if)rlr•xt i)rva'1'tit? r• of
j t)r)rr ;:IRt)nr•s mi1sI for
6:011t)r-Clrll if1A r•l()rf till elfu:
Ili )firif•Al1fa1 Al•ri )AII('.F r.l I
rIOIF WIIFNAI)OInIF nlf:f•IAI Atli) .^Im)nrAl?l f.rirlrirr:lrl) Iff^.Af,41- fit IIV11 AfIf111A111IAlu'r•,.If)f fill r:lrpprrll
RArING fS f.:OMn1rInIION f)r A(IUIRI r f•IAI Af•l) ::I I?f if if (.1it) I?rIII n
WIRING
DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE CONNECTED
TO TWO SEPARATE N(Ui'IFICAT•ION APPLIANCE CKTS. f)
r•1- i r:MroRAI, Orr -
SrFAOY ivrl tmirrw,. (At iflint r 1:1:r)AI At11) ,, I1?
f 11f1: 1 12, 41 sr•f'AI?AIr IA l :
1f1,'1 II I !:1 IA" -IV
I? I. — _......... Fig. 7n17
Temporal Selector
Jumpar n ! a a rr
to I r•)OrEwllErlsr•Lr•(:IIN: 0 ljjj I
TEMPORAL PATIF.170. 11 IF r' •'' •t t " r r
I TORN
MUS r nr. rOWrRrO - •' FROM A
NOt1.r1If. Slrlf: I 0 f•iOIIrICAII()rl
AI'1'I IAfJf;1' I cincUI! I rRf)
Mrouimoi.1'
Aflrl f11? rRF.vun S
oFvr(:r• ALARM rOI.ARI
1 Y SI IOWII smolt NOT IFICnrIUN
Arm IANCE CI! I '>' AMBLE N01IFICAI ION
Arm.IANCF tact '> — Fig 7 it)
III, —I
r)rfnf 1: 11Rr„I rrf)Ir, sinou
fif)IfricAllf)rl ArruANCC- (;I<I
MU ; r sI Irr1 Y A Cot11IANr W.H.
IAr:F (ruin I'[it nif lf: F 1, 11
Ina,
l
l
Pry rnr A I f )1 4
110WL11 LIMFULU 1:111E:
E11101ECTIVE SIGNALING' CABLE _ __.%f
MULTIPLE- CUNUUCTUR UNSIIILI_UCU—
CABLED exJAI;
It KE:TCU
M. Listed NEG Typo FITH
P)MINAl rJtlr.1111/11
r.AIAI.O(; 111.1r.1111:1rOf" Irl:;lll1111(JII IACKI I 1r r.1111AI 11(rllll V;PI I:
119. O1IN1(; 101V; MV(; .';Ii.I" 11111:1.111 •'• 11ncillI W:;:; I I I Ill JII':,rll r i rl;':
IJI1)
I'' r 1, 1 )I II) JIIlJ
It t II Ill rtlrr I)t'• t!'•'
1;( A II) 1 tn nI'. lJ'• I,
1::;.1 I;' l;':;(JIII) nlr nl' rJ
J 1J.(i.l 11; t )I if l l In II',
z)!1 j t) II II rilrJ nl'. I r
rr;,l ... 1lt:;OIII rrllr I I'• Irr' I, 1J
IIt : V JI II) IIII' IJI'• 19
rv; I r; IH :;! JI IIJ Ills rII'. rJ•,
1 II IIt :;r JI IIJ nlJr nl'• r: I,
Ir!I 1(! 11t:;(.IIII nln nl`. r:J i.:IJ
1115(A.II) 11111 il! r'J f:f I IJill
41)t,l t!i IR`;(A.II) rJl(I JI`• II: In'• IJ
10.1_.__. Ir)S(.11) Hill 111:, IIJ 1 F.I I
J,.1 1 1(i.'.;(ll.11.) II(J I!, t , t l t I,
I•• I I 1 :;( )I IIJ Ill I IJI`. rrl% r. ril I
A.11) 01 •I 111.' 1 r r: I if l
All ::r,,r11J1^ nnrl rbnJy n^i,nr. in IIJi; r:IIalrJt:Uw 1'^IinJalr'; rnd).
NOTES
IE
1:((:ttlrttlll
t'i,r.• t7 c JII.I.•
is 99 1 PiAH
cvpper ulifloilly Who Products
Typq
14 1* A
600-.Voids, z.FG' Ai*fic
c RCAIA' (110 I.AWQJ,
1
oil "Wallfism
1
114ICKNIMI! IL itJ14,01" ilmoirn coots It fill) I I wt-li- t
31121q 301" 11
1 1: 71*4-
jj
li 1 4 1 111 7a
pi
123012
37. 34 Ib v)II'l 4 o2301Q.
24014 1 - _C 34. 14: In 1; 1 119 7
IN-1 3
17. 14 in 1: 71.
A-1
25M I R All I) IQ
1 4. 1 All 4 1.1, 1 to
All 1 V I
25002 1 1.1 All 7 111 t. M. in I i ;p4 :1
23001 1 Mk17.11 1 I Ift It
76110 1
Jt
1111. 7.11 W(I 1.1 11 a lq; 1:11
4- 0 36* 7*, 1*) 10 1, 11 4 :11
ge-1 10 1 oq I :i..),I 1/6 19* it
264_10- I 1 60 17 1 4111 ju
27250 1 1101^ 11 2-40 1 of
1; It
rot 11,1114
27600 It 111 to 1
27000 v, I
16 1 1 1:r. :M-
270W
v I., tiff AI.1.. 1.1 1 11. 0
of 11
COIAR
COUE cm oil Cetit COI Oq
nl.lt:k 7
13 1• lilt'.
1;1;lv
34
4 Cj..All A 10
n
13 n'. 14"
lift 1 3 r_ I. M VV.1 I
I;A I O ft-1-111LIC
P
In & Ill
USA
ronfitict Gall-tillulium
v.-I 1. 1, po. As , f.1 rj 3
1-1 ....... I A-11 %I A I A
fit
V.-fall y I-(-,
114111 1.0110 I'M '0 Qxcfoj:
WIN aWk: jn(.v
I I RIJ, I 7r, C tj'y. viol V. At to 1. 6TIV
it*.'/ IN, olk OCOV
1'17: I it. .111. Ifti'lY
X/he UK I" ol'y?Sot: I, ..I. (tll)v
Voitit Loq4iomf:
1.4 A%V, i Ihc.%ilj!t jq.jX1J'_;9lA GC(;
1!-i;l I m-m-i ivi-E naur)n wtintul.)
r,,III%,; 1
It AAI
lVi"A
I I MV:; k*%V I I IVE IIIIII'l Qrl it IV3J (-I'
11 It It! 6 -11 VOI 14Z PIT OIL
I!( -,I-. I 't I I of I Irt .vNI I
NSt sly jE 4\!)Ci oil. nE,,z:t'jAr I 1 11 15 J*lt 1';' 1:
it.z -%m I t on e*. t tir.r 1 lot rm, 4
c
It
I. &Icy I M -,;I
I
of , s-t I if n.,o,,t t it
It. a 1 21.,.•.
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I It VA Rl It It 1, 1
III I A ;0 AV-1.1 Ant-V m5 (; (15-C 11 -4
Ir I'm 141 it' -A 21160
1,4 ("ZA 1 '14) - 4:
FaiAnuisiV:
0 Atf:!; 7 v 511W In I, fit 7')rV) Isalt
7 AV.11,
w for
Ow.. P., I
Iv
I
Device
Description
4224 Control Panel
4224 Notification Circuits (2 Max)
Battery Calculations
for
Plantation Lakes
Bldg Type 3
Quantity of Standby mA Alarm
mAFStoandbymAlt. Device i Tot. Devicfa
Devices Per Device I Per Device Alarm mA
1 125 250
2 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 -0
Auxiliary Devices (list all)
Smoke Detector
5 60
U 0 0
0 0 0
0 0 0
0
Other`'
Auxiliary Device Totals j 0 i
Notification Apoliances (list all)
110cd horn/Strobe.
I IVlini-Horn. 6
0
0
0
j Other 0
Notification Appliance Totals 10
Summary Sec!ion
Standby Hrs. Required 24
Alarm Sounding Minutes 5
Total System Standby mA 130
Total System Alarm mA 1586
Total System Standby A/H 1 3.12
Total System Alarm A/H 0 13
IMin. A/H Battery Required 3.25
Recommended A/H Battery 4.OAht
N/A
N/A
N/A
N/A
N/A
N/A
125
0
0
0
0
0
0
125
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NOTE:
1. TYPICAL OF BUILDING TYPE 3
1 #4 #5 #9 #10
12 #13 #15
2. (2) 12V4AH BATTERIES WILL
BE INSTALLED
250
0
0
0
0
ID
4
250
60
0
0
0
0
Q
60
1036
240
0
0
0
0
1276
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: 9100 Plantation Lakes Cr. Occ. 18
Business Name: Plantation Lakes Apartments Ph.
Contractor: Alert Security (Scott Craven) Ph. 644-8990
Reviewed [ ] Reviewed with comment [ X1 Rejected [ ]
Reviewed by: Bart Wright, Fire Protection Inspector'
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)
1
FEDERAL 9M14111 "YANAOEI NNf AOENCY O.NLB Na 30874MNATIONAL' FLOOD piSUR'pi10E PROORAY' SON Jrdy 31, 2G02
ELEVATION CERTIFICATE
Jantora FL 34771
PR (Lot and ebdf MOMM. To P=0 Naadar, 1pd OaaW*k dQ
LATn1J0EILONp11{JpE (OPTIOtJr L) H0tII10NrAL DATM SOuh= UGPS Rvex
a!•M•MKa M.MNa') UWalW UNAD19l3 UUSAQ"dM* VOMae
SECTION 8 • FLOOD INSURANCE RATE MAP IFIRM) INFORMATION
ATEet. t iR Mt"M"W " tom' nok e Fl.
64. MAP AND PANEL Be. FU K ARM INDEX By. FIRM PANEL 9e. RODO99. SASE FLOOD ELEVATION(: 00
E 4/1'O EFFFWP ffVISEDDATE „ 910.
Indicate on source of the Base Flood Elwal on (BFE) data Of base flood 400 after" in 69. U
FIS Pmfie (9J FIRM U Comm Lily Debnniled U other (Oesafy. 8/
1. tnhdate the elefradorh eehrnlh wed for 9e BFE in B9 QD NGVD 1929 U NAVO INS U OEwr (Detafbe} BIL
ts the b aft located Ina Coastal Bernier Resaroes System (CBRS) aras or OMWAN Protected Anse (OPA)? U Yes INNO Oesipnethon Date:
man puma
n evernu tlrrnRuAMnM nSHRVEY RMHRMi C1. Building
elevadons are based on: UCansuuaion Orawings' UBMI g Under CotatruWoM UFinished Cmawaion A new
EMvadon Cerd6nts`wii be squired when construction of 9e bAft is 010ROWs. C2. &ftg
Diagram Nhxnber (Sella the bd" gprarn moat swjw to tM hAding for which gas oerlikste is being completed • s• popes 6
and 7. 9 no &"in soctrstely represents the bui ft. provhda a skatdh or photograph.) M. Elevations —
Zones A1•A30, AE. AK A (wIM BFE). VE. Vt V30. VtAb SM. AR. AR A ARIAL ARM-M. AR/AN. ARIAO Como to
came C3a4 below according to 9e buidig diagram speaRed in Item C2. state the deem wed. If the dakim Is different from the dean
used for the BFE in Section B, comer+SM "M to the wed for the BFE Show lield maswenhest and dabxn conversion covAstion. Use
the space provided or On CannwMt area of section D or Section G. as appropriafa. to domiard the datum aonversk Dahxn cahversbNcemRents
EleYalion rakrerhoe
mark wad Does the skraton slererha meek used appear on to FIRM? U Yes U I e) Top
of Ootom floor (hnhdudirg besemenht or endoprn) 57.54 g• R(m) O b)
Top of next higher floor _ ILM O O
Sodom of lowest hWMW ttructlrtl rember (V:onas only) _ IL(m) O d)
Attached 9asge (tap of stab) — &(m) ; O e)
Lowest elevation o1 machinery andlar equipment Mvicirg the
bnAldig — R(m)
O 4
Lowest adjacent grade (LAG) 567= k(M) 11 O 9)
Highest adjsoenl gnift (NAG) S-- =- O h)
ft of permanent openings (Rood weft) within 1 ft. above AOM9 gala O a
Told am of N permanent operrrgs (tool vent+) in C3h ,_,_ 4 in. (sq. an) This catdieaddn
is to be sipped and Sealed W a knnd strveyor. engines. or arf9hieet Mftdrad by kw to certify elevator Ydonnation. f CW*
OW Qs WMNidon in Sod" A, 9 and C an Alit Os10 NI@ reprasads my best eftfs to rote pst 9e data ovartaefe. f understand
that am faits afaMMN msr be PW*Nkbk by Ibse Ofk*d o mwnt ands is U.S. CodtZ Seclim 1001. CERTIFIER'SKUM
William E_ Burkett, P.E. 36043 COMPANY NAME
itTLE President
ADORES N.
Qr1ge Ave. Ste. 1301 _ .,- Orlando STATE FL 21PCOOS2801 eta TELEPHONE
40
SEC'TION0=8URVEY01«iWEEROR CWT'®CTCERIB;ICA?R R'(Q NiWUEO ..... .
t;,opp bolh tides of Ws Ekvaflart CeNflnts for (1) aommwtity dicial. M Insurance 91111011104011"N. and (S) building owner.
COMMENTS
For Zone A0 tlnd Zone A (wWWA BFE), Item Ef though E3, if to EAvasbrt Ce ocw fs buertdlsd rbr us9 a aupporeirg
b*nm4b fare 00164 aLoAW, seftnCmuebo oFl i-d E1.
Bvidh9 Diagram N w*v ) (SSW tfte kdding dtagmm mat similar, to flue Wdeq for wish thle Wilksts is" eompteted — ttee
pages 8 and 7. Bro diagram aoasetely representa ft building. provide a akdM or photograpk) EL
TM top of fl1e bottom floor &duarq baa M or anebM) Of tits bAft le UJ fL0* U_JW•(am) U above or U below, do*
one) dte highest 94xwt grade. E3.
For lone A0 **.. If no food dapdt number is, atroiabla. IS tits top of the bottom floor elevated in a000rdmoe W'lhthe oonnmunity s fl000w
management adinanoet LJ Yea LJ No LJ WWWOL The lent O&W mast abwv this mmmoeee to sma— n The
po"ty owner or of wi Mllherw lepl aommrarti
leared BM or Zone AO mug sign here. Sectim
A. B. and E for Zone A (wiUroirt a FEMAaswed or PR
OR OWNM AUTHOR= REPRESENTATNEs NAME ADDRESS
CRY STATE ZIP CODE SIGNATURE
DATE TELEPHONE COMMENTS
0 •
COMMUNITY The
local afkW who Is WAOted by law or ordinance to admni W Ste eonm urWs loodplait management ordinance can complete Sections
A. B. C (or E). and G of ods Elevation CereAate. Complete die 0911cable aent(s) and sign below 01.
U 711e nfotmation in Section C was taken from OW documentation that has been signed and embossed by a licensed surveyor. engineer,
a ardut d who is authorized by state or local low to 00* elevation kiW ation pndkate the source and date of the elevation
data in uro Comments area below.) G2.
U A community otflW oompleted Section E for a building located in lone A (without a FFJM*sued or c omnauety.itoued 8FE) or Zone
Ail. G3
U The blowing hf mwdon pttmms G"% le provided for commmwfty tloodpten nwnagement purposes. G7.
This Wmil has bean bred for U New Construction U Substantial Improvement 08.
Elevation of a -but lowest floor Cm&*q ba$Ww4 of do building W _ 4(m) Dem. G9.
BFE or (in Zane AO) depth of flooding at the building Me is: _ R.(m) oatum: Loci
OFFKAWS NAME TITLE COMMtnaTY
NAME TELEPHONE SIGNATURE
DATE COMMENTS
1
Check here d attachmera Fccua
t."n A1.11 At or. 00 G0O1 er'FC Al I PGCVIfYn LC anI rlw
SEARS
SURVEYING
COMPANY
August 3, 2000
Mr. Roberto Leite
DCC CONTRUCTORS, INC.
4820 County Road 46A
Sanford, FL 32771
Re: Plantation Lakes Form Board Survey - Building 9
Dear Roberto:
This letter is to certify that on February 17, 2000, Sears Surveying Company performed a
field survey on the form boards for building 9. The constructed form location appears to
be in compliance to the Civil Design plans that were prepared by Burkett Engineering for
the Plantation Lakes Apartments. The top of form elevation for building 9 is 57.54 (plan
grade is 57.50).
Respectfully submitted,
Donald W. Bishman, PSM
Vice President
315 N. Ferncreek Avenue • Orlando, Florida 32803 • (407) 897-6220 • FAX (407) 897 6219
lt'ru u
ALTMAN DEVELOPMENT CORPORATION
January 19, 2000
City of Sanford Building Department
1303 South French Avenue
Sanford, Florida 32771
h, !AO^ cflp5<
Re: Plantation Lakes Apartments, Sanford, Florida
Temporary Power to Building #9 (9100 Plantation Lakes Circle, Sanford, FL)
To Whom it May Concern:
Gq -3s5
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
R. Goodfellow,
p:pltlks/city-occupancy.doc
President Construction
2201 Corporate Blvd. N.W., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: IO (0 G3)
ADDRESS:9/DO Ra/7-
CONTRACTOR/PROJECT NAME:_ 6
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.
44(
Engineering: LF' a Department:
Public Works:_ . Zoning Department:
Utilities/Cr ss Connection:
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING
DATE: /O (ok)
ADDRESS: 9/00 R LL\. 71 (4j,,,V
CONTRACTOR/PROJECT NAME: /6 CC,
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 has
een denied. Your prompt attention will be appreciated. Thank
you.
Engineering: Fire Department:
0
Public Works: , X
onin Department: g p rtment:
to
Utilities/Cross Connection:
N-
Maintenance Bond (10% tyr) ____ _:_ ____
Cher-------------------- -------- ---------
v
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: /OA/C
ADDRESS:9/DO
CONTRACTOR/PROJECT NAME: 1 C
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: n 'V
q'
C.O./C.C. CHECKLIST - UTILITIES
quest Rccekd j0/.& S_*3o Iltiliry Inspecta," . _ a s
INITIALS DATE p
Utility Inspector's Final 1,1411 _10/d
F!3EP Clearance - Water j U
FDEP Clearance - Sewer __________
City Services Easements NlfYn-is w4
COI lot 8891W 51siciq
ufA`l9-15-1
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: /C'/t' X,-o
ADDRESS: r%100
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:
Public Works:
Fire Department:
Zoning Department:
Utilities/Cross Connection: X
rte.tCINLJ .t :It{11ti C '-10iO i%! C l
Maimenance Band (IG45 - 2yr) ---------- --_ •_-
r,_..
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: /O (o1a)
ADDRESS: 9/00
CONTRACTOR/PROJECT NAME:_
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 has
been denied. Your prompt attention will be appreciated. Thank
you.
Engineering:
Public Works:
Utilities/Cross Connection:
Fire Department:
Zoning Department:
ls lit )C /4 L Ax h+ — A 'r- /r p 10 2 0 d x 0
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: IO47/161'
ADDRESS: 9/00 RQn q1
CONTRACTOR/PROJECT NAME: /6 CC,
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:
Fire Department:
Zoning Department: 4_
Utilities/Cross Connection: A6
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT AbDRESS 9100 Plantation Lakes Circle (B#9) PERMIT NUMBER
Total Contract Price of Job $83 410 , Total Sq. Ft.
Describe Work 3-Story Multifamily Apartment Building
Type of Construction Wood Frame
Number of Stories 3 Number of Dwellings
Occupancy: Residential % Commercial
32,285
Fi000 Prone (YE5) (NO)X
19 Zoning PD
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 F1 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
N/A
CITY STATE ZIP
ARCHITECT Cline Davis Architects, P.A.
ADDRESS 414 West Jones Street
CITY Raleigh STATE NC ZIP 27603
MORTGAGE LENDER
ADDRESS
CITY
N/A
STATE ZIP
CONTRACTOR D CC PHONE NUMBER Q
ADDRESS ST. LICENSE NUMBER
CITY STATE ZIP .3
w**w**,tr* • •**** w*s,two:s,*ww*,tww*,tw**,t*r+rwt,t*trw*t**s**::**s*:a**ss*tt,*:wwtt**w•
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 DIRE NTS OF FLORIDA LIEN LAW, FS713.
THE OWNER OF THE PROPERTY OF
G V.
ignature er/Agent & Elate Si ature of C
4) John R. Goodfellow
Type or Print Owner/Agent Name Ty or Print
0
i
Signature of ary & Date S'
wtr*tttr******•*•****tr*****trw*
H V Z
O O M
ntrac or b Dat M a '<
6-0
may .
Co tr or's Name
c z
0
Nt t a r v .L n N
o (officia Seal) AP PEWiKl °RtMBLEY n
e N JoeW Schafer '
mycme"sionCC7MW NOTARY PUCLIO, STATE OF FLORMA
Ex IMUPWmW8.2= MAY COW,. !SSIOPI #CC476424
w 3 3 830o EXPIRES: June 26, 1999
Application App d BY: (Cc' :.0 Date:
FEES: Building Radon 5aa Police I( _ Fire
Open Space la 5C1 Road impact p ica n.
PERMIT VALIDATION: CHECK C.%SH DAT BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
E X
0 c
Z >•
N -0
O
O
0 N aa.
Z a EE
4
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 DESCF48ED AS FOLLOWS:
FOR A POINT OF. REFERENCE. COMMENCE AT THE SOUTHWEST CORNER OF SAID
SOUTHEAST 1/4-.THENCE RUN NOOVX46'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 NODVX48'E ALONG SAID WEST LINE FOR A
DISTANCE OF 1872.28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF
RINEHART ROAD; THENCE RUN N6912'1YE 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 S89'45490E ALONG SAID SOUTH RIGHT OF WAY
LINE FOR A DISTANCE OF 265.76 FEET; THENCE RUN SO0'32'OrE FOR A DISTANCE
OF 924.90 FEET; THENCE RUN S12'0 OWE FOR A DISTANCE OF 440.00 FEET.
THENCE RUN S89'450490E FOR A DISTANCE OF 566.52 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 S76'45'15'W FOR A
DISTANCE OF 735.42 FEET; THENCE RUN S11'42'4rW FOR A DISTANCE OF 272.03
FEET. THENCE RUN N89'45'44'W FOR A DISTANCE OF 375.22 FEET; THENCE RUN
N55432*020W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 30.937 ACRES. MORE OR LESS.
010
CITY OF SANFORD, FLORIDA
v'(<<' APPLICATIONI'Mr1h(iLDING Phmrr
P slyPERMITADDRESS9100PLAIJrWHONLAMCIRCLEBLDG #9
PERMIT NUMBER 1 1' 6I31 &I
Total Contract Price of Jot11,564.00
32,500TotalSq. Ft.
Describe Work INSrs'gLDATION OF UNDERGROND AND ABOVE GBOUND FIRE SPRINKLE Y
Type of Construction WWI) TRII.SS 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 Coun,y)
TAX I.D. NUMBER
OWNER pCC CptLcAM1rMgS PHONE NUMBER (4071 834-3300
ADDRESS lqq n D n')-7
CITY LONGWOOD STATE FL ZIP 32771
TITLE HOLDER (IF OTHER THAN OWNER) N/A
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(407) 328-3000 EXT 143
ADDRESS 111 TECH DR. ST. LICENSE NUMBER 749740000190
CITY SWORD, 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
aonseruction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
A
OWNERS 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 governments
entities such as water management districts, state agencies, or federal age s.
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF PR
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
I
C
4
4 C
0. 3-
0
E x
Z >•
N •-1
0 w
C O
4 O
f0 N N
4J
O e >-
z0.t~
Signature of Owner/Agent & Date
Type or Print Owner/Agent Name
Signature of Notary & Date
Official Seal)
EigpAture of-dontractor & Date
CHAR.LES W. MONTGOMERY
ype or Print ntractor's Name
M-
ignature of Notary & Date
Official Seal)
4*' 4 KAREN M. BINNER
wJMY COMMISSION i CC 823334
4-MV EXPIRES: Apil1, 5003
00 ARY fla Nary Srvk & 9adn0 Co.
G
Application Appr ej BY: 0 Date:
FEES: Building Radon Police Fire
Open Space Road Impact Application
PERMIT VALIDATION: CHECK CASH DATE BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE:
BUSINESS NAME:
ADDRESS:
PHONE NUMBER: ( 7liU
PERMIT #: lcl -31
PLANS REVIEW TENT PERMIT
BURN ])WMIT REINSPECTION /
TANK PERMIT FIRE SYSTEM U
AMOUNT $ 4
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
Preventio before any further services can take place.
I certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
of the Ci of for , Fl i .
Sanford Fire Prevention
19
ji
fire Prdecdon by Cwotd t Demon
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name PLANTATION LAKES 15LD+ * q
Building #9 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
HydL%atec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATIbN 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
omputer 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
Ref. C^ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Ecv. 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 6.36 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. Qa Dia. Fitting Pipe ' Pt Pt
Ref. foci
or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
7 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
7 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 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 Qt Pf/UL Ecv. 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
i
1
Foe Pe en bwCawAw Dwian
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name : PLANTATION LAKES'"1
Building : #9 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
iydratec Page 1
PLANTATION LAKES Date
V
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES
Location - SANFORD FLORIDA
Date - 4-1-99
Building - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS System No. - D/A #5
Zontractor - DELTA FIRE SPRINKLERS Contract No. - A1907
Zalculated By - FRED LUPO Drawing No. -
onstruction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - APARTMENT BUILDING
3
Y
3
r
E
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
N Listed Flow at Start Point 13.5 Gpm System Type
Listed Pres. at Start Point 23.2 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 43.27 Psi Required 49.32 BASR
Summary C-Factor Used: Overhead 150 Underground 150
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
Pump Data:
Rated Cap.
@ Psi
Elev. 0
Other
Source of Information: D.F.S. FLOW TEST
Tank or Reservoir:
Cap.
Elev.
Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Route Ill 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 Flow:88.26 GPM
Safety Margin: 7.318 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 03
1600 1800
Hydr#itec 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 16.48 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
Hydratec Page 4
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
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
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 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
TASK 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. Oa 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 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
t
Fie Rralection by CompA r Desion
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name : PLANTATION LAKES+
Building : #9 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 III Windham N.H. USA 03087
4ydr,otec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES Date - 4-1-99
Location - SANFORD FLORIDA
3uilding - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS System No. - D/A #6
ontractor - DELTA FIRE SPRINKLERS Contract No. - A1907
Zalculated By - FRED LUPO Drawing No. -
Zonstruction: (X) Combustible ( } Non -Combustible Ceiling Height
3CCUPANCY - APARTMENT BUILDING
D
E
S
I
G
N
Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R
Number of Sprinklers Flowing: ( )l ( )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 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
Page 2
Date
Pump Data:
D1-Elevation: 12.993 PSI
D2-System Flow: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
omputer 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 Pe Pt
Ref. loco# or FtngIs 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
MI 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
Cil 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 Ill Windham N.H. USA 03087
Hyd,ratec Page 4
PLANTATION LAKES Date
1
Hyd. Qa Dia. Fitting Pipe Eft Pt
Ref. C" or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Ecpv. 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 iP 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 iP 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
Cil 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 " PC 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 1B 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
UGl 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