8100 Plantation Lakes Cir - BC99-000758 (1999) (PLANTATION LAKES - BLDG 8) DOCUMENTSCMG wxaD
ZONE DATE
s/s9
CONTRACTOR TY4 (A`I AAl I-f iylz -.%1
i
ADDRESS
PHONE # "33 4 _ 0
v
LOCATION o I m P16"Ay CA '
OWNER
i G.tll l ri7 I t..:i I
PLUMBING CONTRACTOR
ADDRESS
PERMIT* # f-07
1 car
re off4j..
FEE $
STATE NO.
FEE $
PHONE #
r
ELECTRICAL CONTRACTOR ' FEES
ADDRESS
PHONE #
n C
MECHANICAL CONTRACTOR 4k %t Me(A0
Cl. - ADDRESSG
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS L__)
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCHITECTURAL APPROVAL DATE:
FEE S \3 1&
SUBDIVISION:
LOT NO.
BLOCK:
SECTION:
SOUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS ITYPEDATEOKREJECTBY
FEES ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED #
FINAL DATE / `) '(a ) ' 6
n
EPI:
DATE: _ 10 — c ` ) ` 0-13 —
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: 0 1 ?
ADDRESS: 9 I CC
c 9--)s93
P LO-n +a-4i on La-&,o
CONTRACTOR/PROJECT NAME: F 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. Thank
you.
Engineering: -A
Public Works:
Fire Department:
Zoning Department:
Utilities/Cross Connection:
E
Certificate Of Occupancy Addendum
Owner:
Address: 6500 Plantation Lakes Circle (Garage & carwash)
7100 Plantation Lakes Circle
7500 Plantation Lakes Circle
8100 Plantation Lakes Circle
8600 Plantation Lakes Circle (Garage)
Date: 10/20/00
Reason for Disapproval: Conditional Certificate of Occupancy
Conditional Approval:
1. Address numbers are to be installed such that they can be read from
the street.
2. Please move the temporary fencing around to accommodate the
public safely prior to occupancy.
3. Rear of building 7 and 8 shall be graded, filled and sodded.
4. Landscaping is to be completed per approved plans.
5. Complete all items for building 9.
6. All changes to the approved site plans must be submitted to the
Dept. of Engineering and Planning.
7. As-builts must be submitted to the Dept. of Engineering and
Planning.
8. All wires, trash, temp. items must be removed from the entire site.
9. All damaged items, I.E. curbs, must be repaired to the entire site.
Items 1 through 6 tobpleted within two wee{ may call the Dept. of
Engineering and Pla Wing i you require nal time to complete theses items.
Thanks - Chris
FASHA_ENGMevelopment Review\Vost ApprovaXertificate of occupancy120001Plantation lakes
final.sos.wpd
CERTIFICATE OF OCCUPANCY ADDENDUM
SANFORD PUBLIC WORKS DEPARTMENT
407) 330-5690, FAX (407) 330-5601
Project: Plantation Lakes October 27, 2000
MOO Plantation Lakes Circle
Reason for Disapproval'. ngne
Conditional Agreement:
t. Building_9100 was not complete wheat inspected the area.. There was a considerable
amount of construction debris- around the site.
Approved by Public Works Department subject to acceptable completion- of the above
deficiencies within 30 days
Recommend having all parties involved having_a fimat walk through before C.O. of the last
two buildings.
Note: This Addendum does not include other Department's comments.
Thank you,
Robert Beall
Signs and Traffic Coordinator
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: tO l e -00
ADDRESS: 9 I CC
C 9-,s$
P LOVA +",on LO-66
CONTRACTOR/PROJECT NAME:
rr
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:3'p,1'`'
o.
Utilities/Cross Connection:
h
Fire Department:
Zoning Department:
OP-110
LA
r, adc.
CERTIFICATE nF OCCUPANCY ADDENDUM
OVA N1 R: _
ADDRESS: e / o U PC A' 71-7t .-I
DATE:
REASON FOR DISAPPR VAL:
1 /V L ` % O f -V-S 7,7G L V //_
CONDITIONAL AGREEMENT:
FIRE DEPARTMENT UTILITIES
PUBLIC WORKS ENGINEERING
m
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: l0 - I ? -(C
ADDRESS: 9 100
g9 -)59
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 hasbeendenied. Your prompt attention will be appreciated. Thank
you.
Engineering: Fire Department:
o/Z71 v
Public Works: ZoningDepartment:
a C
Utilities/Cross Connection:
C.O./C.C. CHECKLIST - UTILITIES DE,-:;;
Request Received _ c2,c hTo Utility inspects
INITIALS ' DATE UAL) C f OOUtilityInspector's Final' Tw o_z3-oo
FDEF' Clearance - Water
1, _ SFDEPClearance -Sewer
City Services Easements -- 5I S tqMaintenanceBond (10% tyr)
Other -------------------- ---- (-
L eC* (4013
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: l0 - I q
ADDRESS:
59 -)sK
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:
C.O./C,.C. CHEC iUST -
AtF Request Received _2r,„_To utif^j
I`Os i
Utility Inspector's Finni'l.U_ D 3--iDt
FDEP Clearance - Water _
FDEP Clearance - Sewer
City Services Easements
Maintenance Bond (10% - 2rr) __________
Other -
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: tO l q -(O
ADDRESS: 00
9--)s9
PLO-n +"-on La-64
CONTRACTOR/PROJECT NAME: k C
W
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. Thank
you.
Engineering:
Public Works:
Fire Department:
Zoning Department:
Utilities/Cross Connection:
PPRvvIz J
1 o/Z 4,
10 2 c%
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: l.0 -18 -00
ADDRESS: 9 I OCR
Gig--)5$
PLo-n +"-on Lo-ka.,o G* r
CONTRACTOR/PROJECT NAME: f C
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:
il6 h v
Al.rNIAN Dlivla.ol',%'11:N,r 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 #8 (8100 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
R. Goodfellow,
p: pltlks/aty-occupancy.doc
Construction
2201 Corporate Blvd. N.W., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706
Job 1Truss Truss Type iCry Ply ,
l 1
4M ` iF32 FLOOR i6 1 j
I
SOOT' -RN TRUSS. B OCxSVILLE :L 34609 4 0.32 s Feo 18 IM MrTen fnoustnes. Inc. Mcn Jun 07 15 11.49 1999 rase 1
2-6.0 0-0-8
00 (aiL-j -( /-
1.5x4 ii 1.5x4 ii 1.5x4 ii
1.5x4= 3x4= 1.5x4 ;I
1.7
3x4= 3x4= 1.5x4=
14
3x4 =
8-0-0 8-0-8 13-5-0
8-0-0 0-0-8 5-4-8
LOADING (psl) SPACING 2-00 I CSI 09FL n) Poe) U4e11 PLATES GRIP
TCLL 400 Plates Increase 100 TC 035 Ven(LL) 0011 10.11 1959 i M20 2491190
TCOL 15.0 Lumber Increase 100 BC 0.60 vencru 0.19 11.12 >823
BCLL 00 Rep Stress Inn YES WB 0.39 Horgrp 0 03 a nfa
SCOL 10.0 Code S8C/ANSI95 Mama) 1st LC ILL Mn Udell a 360 i Weight 73 lb
LUMBER
TOP CHORD 4 X 2 SYP M 14
BOT CHORD 4 X 2 SYP M 14
WEBS 4 X 2 SYP No 3
REACTIONS pbfsrie) 12=84910-44. 8-649A 4-0
BRACING
TOP CHORD Sheathed or "0 on center purtin spacing. eaceot end verticals.
BOT CHORD Rigid ceiling directly applied or 10-00 on center bracing.
FORCES (Ib) - First Load Case Only
TOPCHORD 12.13=-113.1.13=-113.814-111.7.14-1111.1.22•5.2.3=•2026.3•4-2026.4•5=•2020.54-•2020.6•72•5
BOT CHOR0 11-12=1328. 10.11=2020. 9•1a2020. 8•9=1334
WEBS 4-10-327, 5.9=33. 2.12-1493.2.11=792. 3-tie-273. 4.11=6.6$=-1500.6.9=779
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) Recommend 2a6 suengbacks, on edge, spaced at 1040 on center and fastened to each Was with 3.16d nails. Strongbacks to be aeached to walls at their outer ends or restrained by other means.
3) As requested. plates have not been designed to provide for placement tolerances or rough handling and election COndOWS R is the responsibility of the fabricator to increase plate sues to accwnt
for these factors.
4) All plates are M20 plates unless otherwise indicated
S) This truss has been designed with ANSVTPI 1. M criteria.
LOAD CASE(S) Standard
U AY VF
1FIC
C/) No.5439
sue ST
90
I .
1*0
6815A4C1 HH25 ROOF TRUSS I1
r! _..[C_- T wirTwwlwTw OTITTT7iCi -A - S 9611.7.
LOADING (osf)
TCLL 30.0
TCDL 15.0
8CLL 0.0
BCDL 10.0
1 2 14.2.4 19.0.0 2144 - 25-0-0 33-74 3Yy4
7-1-2 7.1-2 3.9.12 3.34 34.10 844 0.24
5.00 p7
6x6 =
4x4 -
KIP /*time+ eyoR%>
3 . R Fd,
1.5x4\,
W!
2 57
1 H
i
b
44=400 , 12
1/ . 5x6=
x04ox4
1
0-0' 2
044 04-0
SPACING 2-0-0
Plates Increase 1.33
Lumber Increase 1.33
Rep Stress lncr YES
Code SBC/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP M 14 'Except'
T492X6SYP M14 BOT
CHORD 2 X 4 SYP M 14 WEBS
2 X 4 SYP No.3 *Except* EV14
2 X 4 SYP M 14 SLIDER
Left 2 X 6 SYP M 14 3.9-2 5x6
a-
0.O CSI
TC
0.98 BC
0.73 WS
0.93 3x4
a 0
11
10 9 5x6.
3x8- 4,f#-r L, 1.
501Tcsr f+t c f 09i
DEFL
in) (loc) Well PLATES GRIP V
LL) 0.16 122 999 M20 249/190 Vertl(TL) 0.37 1.12 499 Horz(
TL) 0.06 9 n/a 1st
LC LL Min Udell = 360 Weight: 226 lb REACTIONS (
Ib/size) 9=1867/0-3-8.1=1846/0.3-8 Max
Horz 1=79988((load case 3) Max
Uplift9=-10750oad case 3). 1=-796(load case 3) BRACING
TOP
CHORD Sheathed or 2-7-3 on center purlin spacing, except end
verticals. BOT
CHORD Rigid cel!ing directly applied or 4.6-6 on center bracing.
WEBS
1 Row at midpt 7.9. 6-10. 5-10 2
Rows at 1/3 pis 7.10 FORCES (
lb) - First Load Case Only TOPCHORD1-2=•3431, 2-3=-3431, 3-4=-3003. 4-5=-2059, 5.5=-1172, 6.7=-1084. 7-6=0, 7-9=-1782 BOT
CHCRD 1-12=3109.1142=2413. 10-11=1553, 9.10=0 WEBS
3-12=-493, 4-12=648.4-11=-966.6-10=•106, 7-10=1749, 5-10=-1205.5-11=1031 NOTES
1)
This truss has been designed for the wind loads generated by 110 mph winds a; 30 ft above ground
level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 5 mi from hurricaneoceanline, on an occupanccyy categgorryy I. condition I enclosed building, of dimensions 172 ft
by 75 ft with exposure C ASCE 7.1 er SBC/ANSI95 If end verticals or cantilevers exist, they are
not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is
1.33. and the plate grip Increase Is 1.33 sl 2)
Provide adequate drainage to prevent water ponding. 3
All plates are U20 plates unless otherwise indicated. 4;
Provide rr,echanlcal connection (by ethers) of truss to bearing plate capable of withstanding 5013w- lb
uplift at Joint 9 and 796 1b uplift at Joint 1. = 5)
This truss has been designed with ANSI/TPI 1.1995 criteria. r to Nd.`54.395 _ J400ar
1'
Q4
0 R I9 Pam` 61111111
SNAL• 1 %
wAIN,.•• LOAD
CASE(S) Standard I
I
I
I
TOO
d 4Sri OCC LOr•-131 OONN-INO SNi1Ml Nb3Hlf10S aa,
11a u W
AYA z•(
F r0
I i IflHll00 .OS- *HVIV
DATE:
BUSINESS NAME: A
ADDRESS: UIC i
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
PERMIT #: q l 3137
o%" /,/1-=;
6e (-
PHONE NUMBER: ( ) •/lo
PLAINS REVIEW ZI TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM l
CU
AMOUNT $
COMMENTS: -';; r4—` (.2a`'r f,
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.
I certify that the above information is
true and correct and that 1 will comply
ITl with all applicable codes and ordinances
a/ of the Cit of Sanford, Florida.
v
Sanford Fire P vention Applicants Signature
4 W r. d- 8 _ r7-Y/ 8 77 i r
CITY OrF`SANNFORD ELECTRICAL APPLICATION
PERMIT NO. q `73-1 DATE: lg F — q(I
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:%
Q
OWNER'S NAME: At /no o ,1, .' ekopmL 'Nt- (,O'`p
l U'D apADDRESSOFJOB: `twr;t*/o ri )44 - AP Cs
4L CONTRACTOR:,4-,e r r'RES NON-RFS Subject
to rules and regulations of the city electrical code: By
signing this application I am stating I am in compli C'tj'rfi leeirical Code j, "-
c 3• ystw- !c f3.e, mu
N tYVA4A g y /"/I9N Applicant's Signature States
License# joy
Ua 4&- 3330
Battery Calculations
for
Plantation Lakes
Bldg Type 1
Device Quantity of Standby mA Alarm mA Tot. Device Tot. Device
Description Devices Per Device Per Device Standby mA Aiarm mA 11
4224 Control Panel 1 125 250 125 250 j
4224 Notification Circuits (2 Max) 2 0 0 0 G 1,
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 i 0 0 0
0 0 0 0 0
0 0 0 Q Q
125 250
Auxiliary Devices (list all)
Smoke Detector 1 5 60 5 60
0 0 0 0 0 i
0 0 0 0 0
0 0 0. 0 0
0 0 0 0 0
Other 4
Auxiliary Device Totals I 0 5 60
Notification Appliances (list all)
1110cd Horn/Strobe. 4 N/A _259 N/A 1036
Mini -Horn. 37 N/A 40, N/A 1480
0 N/A j 0 N/A 0
0 N/A i 0 N/A 0
0 N/A 1 0 N/A 10
Other Q N/A 10 N/A
Notification Appliance Totals ; 41 ; N/A 2516
Summary Section
Standby Hrs. Required 24
Alarm Sounding Minutes 5
Total System Standby mA 130
Total System ,alarm mA 2826
Total System Standby A/H 3.12
Total System Alarm A/H 0.24
Min. A/H Battery Required 3.36
Recommended A/H Battery 4.OAH
NOTE:
1. TYPICAL OF BUILDING TYPE 1
3 #7 #8 #16 #17
2. (2) 12V4AH BATTERIES WILL
BE INSTALLED
SK 4224
FRC1t I :. I LEPIT 141 1 104-iT 61 c 4112 6.17S 111STI.03 -16 17: 19 #244 F . 02/e3
Model SK-4224
4-Zon;"Wnti Fire Panel
A flexible, powerful, cost-effective panel for
fire protection applications
The SK•4224 is a 4-7Otte 24•volt rcnventlonl, rift, ntn nr panrtl :vi;h ;2 pnwolful feattrre SPI that ma<es it the most
flexible. easy to use fire control panel Available
The SK-4224 has a 2 5 amp 4 •;N' I)ir.vP.r mipj:ly, r1r•1rrn1rd alauli alld trouble relays. (cur Class S Stylp 8
input, and two 2 5 strip Clas3 a Style Y Outputs. ?Ilese ran be Crogrammed to ooelale as two CI3sS A ,iylp r
inputs with one 2.5 amp Class A Style Z oul.ut when C:ass A uppration is desired The panel also features an
innovative notification esxpnnaion input thAt allttw9 litre SK_•1224 V) act as a 2.5 amp ApA notification expander!
The SK-4224 is a class leaning ront•ol panel that plrvuies a c.r.)St efleclive solution to your irp control needs
D Model SK-4224 Features
4-Zone Conventional Fire Panel Four (;,as, a Style 8 iritiation zones
The Silent Knight SK-4224 (or they can be pragrmmm"d to be
proviees class A and Fi operntion. hvc Mass A Stylo 1) zones)
2.5 amns of notification power and rwo Class a style Y power,imited
dedirated form "C" alarm and noliricallon rifetAN rt1wt 2 SA each
trouble relays. (or !tigy can ha p r:grarlrred to be
Proorammable features for zones
include alarm verification and
enhanced" verifcalion. that allo•N,
Pull st?tionS to bp tecoyrized
instantly on sinol•p verification
zones. Zones roan also be
programmed for zone type (alarin
of supervisory). and water now
delay (30. 60. ur 90 seconds).
Notification apoliance circuits cart
be crogiamme(i for silencing or tin
s0pnc8 and for ANSI or steady
r)lJlput.
rh9 on -board anntinciator is easy
tv use and provides I_EO in6cahon
Of alarm. supervisory and trouble
conditions by zone as well as
syet9in status.
ono Class A Styles 7. ctrrud)
i SA power -UVOly
Dedic9iod alarm and troub!a reiayS
Auaitiartr pov er oiatrirl ralP.•1
At 5A
Ahrin vanfiC:ttton foaltirro
cn•ianrP.rl veriricaii•vi foattllo Ilptos
pnnel IO ntS1:lnlh rPrognize pull
slatlons in smoke varifirltion zones
Plua-in r?r'irr Vrg;:alt)f BrC.PSSory
its lit "00.1itt
rmFar' rabtiiat hrt;54c up t0 two
7 G AM battene-
No(ifirahon arnlianCe citcunt.^.
prOgtatnit•srblP for ANSI or steady
output
08•9 person IN -ill, TA;t roaluro
lJL 864 bshrl rninrltot; NFnA
72 and lei
Model SK-4224
Specifications
Prirra7 AC
r2?'/rms ij1 60 N2 Qid-r P/N 42ZJ
l `Rnit '31 SC 14: Otdet P/A) 422411"1
fold Acc ;Tnr• 7 $A
Load
Verntrisions Height* 15 ':8'
Width 17 13115'
Oepth 1 3/8'
Color Red —•—
OIP Svrt(ch prOprormnabie SILENT
No programrrl•nq SO',w.lre or perial KNIGHT
Inr)Is r4ouirod
Approved too tarn as as ApA.
notification powot snpuly tixpont_trt 0
ALARM
INDUSTRY
PRODUCTS
FIRE ALARM
STATIONS
Non -Coded
Pull Lever. Break Glass Type
Simple, Positive Operatloo
Single or Double Pole
Single ACt10n
i UL Listed
WARNING: These devices will not operate without
electrical power. As fetes Iretluently cause power rlrter-
ruptlons. we suggest you discuss further safeguards
with your local fire protection slTeclallsl
DESCRIPTION
AIP Non -Coded Fire Alien jlahOIIS AIC (11OOr`(1.
attractive units that are designed for easy aril eco-
nom1C01 Installation All stations (:an hp nelher flush
or surface mourned For hush mounlmq, a A retch
square box with a Singhe ganq plaster ever should
be used For surlace rnounhng a Cal. (to. A139250
steel box should be ordetect
SPECIFICATIONS
FEATURES `al. No.
A1170.01'0
Easily necognizable — All Stations are paullPtl ut A1170 Sr0
durable AIP fire red
A1110A 0r0
Single Action. Break Glass Initialing Stallon. A1170A•Sr0
Choice of Field Connections •- Cat N(). AltI A139150
series have Screw teemmals (,al fJo A1270A serve ---
have G Inch A1170wereleads GlR
Switch Contacts field Cc neclions
All Normally Open Screw term. Wire leads
Double Pole x
Stn01C role --- ---- X .. — -- • --_
0011ble role ..X_ _ _ -
u yle role
SICPI Box —for Sulfate mounlul0
Glass neplacenlenl flod (20 per bov)
OVERALL DIMENSIONS AND MOUNTING
1751 l)S)
rineALARM
PULL •,,..
IN CASE 11141
Of
ftnE
J%. A1270 Sro a A1710A SrO A
pet A17/0 Oro A1710A Oro
ScnEw tenM1NALS) (wine LEADS)
I'MISN OnIG111 rinE ALARM nEO rLuSIt MOUNTINc1 uNIT rITS 4-
ELECTRICAL CNAIIACTEM.STICS SO ROX a PLASSen Coven wim
OPEN CONTACTS nATEO J AMPS SINGLE OANG OrENINO ItAvltto
AT 125V AC. 0 7S AMPS A t 175V OC AN OVERALL AIItr OFPM Of 7 % -
Sr)
Jyo• QOVPLE K O S
rOn :S- A V. CO tOVITr \ 1 v. TOP A so? 1t7M
IJSI-
Mtn — `
O
7
I
iW) ur0
110
2is n1A
Mtr: HOLES
1751f—
A1397SO STEEL BOX
SUnrACE UOVNtIttO
olur NSIONS A"0 .NS T AL LA rtpN
OA I A rOn NON•GOOE O 914110P.4
M71
100 t E a10 .h .nth.. rid t1^ 10-4-11 SMahr ot•nno o.thl.rt to Chong* —.Mist Anise
ALARM INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032
rgopynerttT lose
AIr'•A rCIR01
roEC— 10—'7-' 1•IE0 1 Z: . - _ P11 -P-:1 b e,-9-4=e kor i t , 407 . Z•p 40*?•P P. n 1
INSTALLATION AND MAINTENANCE INSTRUCTIONS
2100(A) and 2100t(A) Photoelectronic
Smoke Detectors
v -
Speellleatlons
Diameter: 5.5 Inches (140 nun)
Height (including mounting bracket): 1.7 Inches (43 mm)
Weight: S. 3 oz. (150 g)
Operating Temperature Range:
Operating }tumidity Range -
Latching Alarm'
Heat Sensor (Model 210OT(A) only)
Electrical Ratings
system Voltage
SEA 15 Oj? 0
A Olvi3i0n of Noway
J825 Ohio Avenue. S1 Charles, fllinols (4174
1•400 SENSOR2. FAX: 410•177.6495
Model 2!00(A): 32" to 120°F (00 to 50*C)
Model 21f)OT(A): 32° to 100°F (00 10 39°C)
10% to 93% Relative f Tumidity. Nuncondensing
Reset by momentary power inletruption
135°F Fixed Temperature Electronic Thermistor
Nominal- 12 or 24 VDC
Minimum- R.5 VDC
Maximum: 3S VDC
Maximum Ripple Voltage: 30% of nom. voltage (peak to peak)
Start-up Capacitance. 0 02 pF maximum
Slandby Current: 50 PA maximum
Alarm Ratings: 4.2 VOC minimum at 10 MA.
u 6 VOC maximum at 100 mA.
Alarm current must be limited to 100 mA maximum by the control panel. 1f used, the RA40OZ(A) Remote Allntlnclaulf
operates within the specified detector alarm currents.)
Reset %lbliage: 2.5 VDC/rlinimum
Reset Time: 0.3 seconds maximum
Start-up Time: 30 seconds maximum (after 60 second reset)
Before Installing
please thoroughly read System Sensor manual 156.407.
Guide for Proper Use o/ System Smoke Detectors, which pro•
vldes detailed Information on detector spacing, placement.
zoning. wiring. and special applications. Copies of this
manual are available at no charge from System Sensor. (For
installation in Canada. refer to CAN/ULC'S524•M9I. Stan•
dard for the Instaffntfon o/ Fire Alarm Systems, and CF.0
Part 1. sec. 32.)
NCTiCF.: 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 Deserlptlon
Model 21011(A) is a 2-wire pholoelectronic smoke detector
that uses a state-of•the•att 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 restnrable, built-in, fixed- tern peril' tire
135*F) thermal defeclnr.
Installation of these detectors is simplified by file use of a
mounting bracket and a plug-in screw ferrninal block that
can be prewired to the system, allowing the detractor to be
easily installed or removed for cleaning. The detecfor's sen-
slnvily can be tesled in place using the M0040OR Tell
Module. An LED e+n the detector provides a local visual in•
dicatlon of the detector's statue. If pr,wer Is applied to the
detector, and 1f is functloning normally in slandhy, the sea'
fits LED blinks every ten seconds. 'The LED alto latches on
in alarm.
Models 2100(A) and 210OT(A) feature a visual inclicanr.I'
11W maintenance is required - it the sensing chafbher drifts
out of Its sensitivity limits, the 1 Fr) ceases to blink
v
The defectors also include an output that hllows an
optional Model RA4007,(A) Remote Annunciator 1e) be
connected.
0200.54.00 1 ISe• 710 17
Integrity Temporal
Horn/Strobe
SELF -SYNCHRONIZING UL 1971 LISTED STROBE
SATISFIES ADA CODE REQUIREMENTS
SELF -SYNCHRONIZED TEMPORAL HORN OUTPLT
SELECT FOR TENIPORAL OR STEADY SOUND
SELECT FOR LOW OR HIGH dBA WITH TRITE HORN
TONE
LOW CURRENT DRAW
FIELD CHANGEABLE LENS ,MARKINGS
MATCHr 1G HORNS
2-GANG BOx MOUNT. UNIVERSAL NIOLNTING PLATE
SYSTEM
OUTDOOR OPTION
Fire alarm horrvstrobe operates from 24 VJc and can be selected for
temporal partem or steady tone output. The unique microprocessor
based hom is completely self = synchronized when set to temporal
sisnal and does not require external synch -control modules A
moveable jumper provides a choice for high (97 dBA) or low (91
JBA) output.
HoNStrobe Output (low setting measured at 10 ft.): 06 dBA ipeak
anechoic. 33 JBA (average inechurc): 76 dBA (reverbrrent)
See Nod ication Appliances - Introduction for .Mhnone sisnal
application and strobe performance characteristics and specifications.
The honvstrobe is listed for indoor and outdoor installations. A =I2
WG terminal block is provided for connection to signal circuit and
all models mount to standard North American 2-_sans elect
minimum 2-3/•t" (69 mm) deep The plastic front plate has
Cat.
Number
INT-5AT
INT-SATWattractivetexturedfinish. The synchronized strobe is supplie i
FIRE" (wall orientation) as the standard Inns markinu. Color- INT-7AT
matched surface boxes. homs. and other audible, visible signals are
also available.
Horn Current Draw: 40 mA (high -output U 17 mA i low-output)'ru,`. t'
VJc - _3
HonvStrobe Output (high setting measured at 10 ft.): 10' JBA
Jpeakanechoic): 97 JBA (average anechoic): SS JBA (reverberent`
INT-7ATW
INT-3AT
INT-3ATW
INT-8AT
INT-8ATW
HORN and STROBE FIRST DEVICE
ON SAME CIRCUIT
HorNs
To UUl1LC Listed
Fire Alarm Control H=
Panel Signal Circuit H-
Note 1
HORN and STRnRF
ON SEPARATE
To uIJULC Listed
Fire Alarm Control
Panel Signal Circuit
Note 1
To UUULC Listed
Fire Alarm Control
Panel Signal Circuit
Description
15 cd Temporal Horn/Strobe (synch). Red
75 cd Temporal Horn/Strobe (synch), White
15/75 cd Temporal Horn/Strobe (synch), Red
15/75 cd Temporal Horn/Strobe (synch), White
30 cd Temporal Horn/Strobe (synch). Red
30 cd Temporal Horn/Strobe (synch), White
110 cd Temporal Horn/Strobe (synch), Red
110 cd Temporal Horn/Strobe (svnch), White
Horn/Strobe
H-
J To Plext Device
or EOL Resistor
To Text Device
Horn/Strobe or EOL Resistor
H_
H•
To Next Strobe Device
or EOL Resistor
I I I +
Note 1: Polarity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition.
18
Integrity Mounting 515
Accessories
l'lll.l)It I\I:\'I't'III:U I'l) SIGN.\I S iu-A
Simi \l I BoNI J
RE] )I I1' RINI,S
wI:A1111 It l'Kl )l )I l it l\ I
III - I )Iltl:(•11l)NA1. FIIr\N1I l
IN 1-SR, -SIM' Surface Ilo\ - Steel bit\ Sul .ul late nluunllnR .ml
IN I' senca signal. (Ise liu mrluur appbcalnm< nnly
INT-lilt,-RIOV Hefrofil Itiug -Jlcel <tlo:nc ling I- nl,wnun,c
1'1\' IN F \e1le5 51L11.11 it) cClSlllll; d•' ultLlre CICCII IC hit\ Ilclt .IR' 1. 1
hallu%v to at. Celli device .\rids .ghoul I" Jcplh I I\': Sul 111uh.4tt
ylplicallom only
IN I* WIl.-\\'II\V \\calhcrprool Ito\ - l'asl .ieel burs girl -ms lice
nluunung any suitable INT selie<.Ignal man rnudrrra :y,phc.11ion
IN 1=81)F' -BOFAV Ili -directional I\loanling Franlc - SIM
nlounling li:une allu\v. Iwo INT series ,I nal. it, he n1.Iallcd ha - Fr
io-ba\k. Ideal Sul InngCoo llrlul appbc:i1ions I'rrl ind-so•tic rmh'. INT
RR INT
BDf: Cat.
Number Description INT
SB Sutlace Box • indoor. Red INT
SBW Sul lace Box - Indour. While INT
RR Relrolll Rm9,,: Red Relrolit
Ring - While INTRRWINT
WB Weatherproof Box - surface. Red INT
WBW Weather root Box - surface. While !_ INT
BDF Bi-directional Mounting Frame - Red INT
BDFW Bi-directional Moun1m game - White 43
2 Pull the wires pant the oullot box 11uou(lh Ills,
large opening in the adapter plate
3 Mount the adapter plate to the r:lcrllical buy
using life appropriate screws provided Makugl
sure that the adapter plate IS Inounled In flip 2) It .t; x
upright position. (Note. when using a single Hr v I 1!?•
I!'..
rows,
gang outlet box stake sure to use life [lot(, -
4.
labelled "single gang")
Connect wiling (see lig. 5)
5 Mount the grille on to Ille ndapter plate by ill! -,I
engaging the two slots in the holtool of 1110 chilli
will) the two labs ut the bottom of Ille nd:Iplrl
6 Test unit for proper operation
6312 MINI-HORN/STROBE (Fig. 3)
1. Configure hom for temporal or slemly lone
see fig. 6A or fig 7A.)
2. Pull the wires from the oullel box Ihtough life.
large opening In the adapter plate.
3. Mount the adapter plate to the elechical box
using the appropriate screws provided. Making
Sure that the adapter plate is mounted In the
upright position (Note: When usinu a
single gang oollet box slake Srlle lite Ilse the
holes labelled "single, gang") ro, c
4 Configure and wire the 6312 for either single
oil
f,,l,pu10
circuit or split mini-hone/shobe operation
See fig 6 or fig 7). (Note. Split operation
requires two sepalale notification circuits )
5. Mount the grille on to the adapter plate by hisl r
engaging lite Iwo slots in the bollom of the grille f
with life Iwo tabs in lite bottom of the adapter
plate. Then use the # 6x 1-1/2" self tapping
screw to atlach the ,grille to the ndapler plate
Fi Test unit or proper operation
4mmoINSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF
ELECTRONIC SIGNALS
WARNING: Installation Is to be dune by gunlified personnel who have thoroughly read and undelstood tills
Installation sheet and the accont(anyu g General f'Iuducl W iiiuiy and Litnrlatioits DocLimelit #544 111
SPECIFICATIONS AUDIBLE APPLIANCE:
Signal Type. Steady or Tempoml/Selectable
SPL: @ 24VDC nl Won axis 92(10 n1vally oo Iviop al
UL reverberant room toting
Listed Voltage Ranqe 20.31 VDC of VFWR
Cooent 15 mA @ 24 VDC ,e VF P
10-25 Ills 20-31 VDC
I 113011 at 10' 20VUC sleady, 79 an Irnrpooal- - Unn1, lot ulxrnol II-,r. only to L.. ay I)
134dB aC: t10' 24VUsleady, 83 410 Wmpom.1 See visual
specifications for strobe currents & intensities, on page 4. 6310 MINI -
HORN (Fig. 1) r J,. I JPI 1 Configure
horn (or Iompolal or steady font, S,.ra:-_ see fig
4A) 2 Connect
wiring (see, fig 4) 3 Mounl
the Mini -Noon to the sntgle yang hoe with the
two # 6-32x I-Im" scicwr. a 4. Test
unit for proper opci abort ( ) 6311 MINI -
HORN (Fig. 2) I)] 1 Configure
hoof for leolpooal oI slently luny (•I) r, r x see fig
5A) i:n ,,^.
rro:vc is I
OR
M
Fig.
1 (
6310) Fig. 2 (
6311) n r•
32 X 511 IZrrewc r,,
n••
OR () ( ) Fig.
3 (
6312) r if
10ror. 4
NOTE' UNIT' S '10 BE ONLY INSTALLED IN A(:(.f )I?I)AI.1(;F_ WI I I 1 11IF NANCINAL 1-I FC 1171CAI. CODE
AND LOCAL ELECTRICAL. CODES
DO. NUT LOOP.WIRE, CUT WIRE: RUN I U PROVIDE ELECT RICAL SUPERVISION
1Tr nnl:Is alr, desfulled It) nccvpI no L'lr(Iei Mill 12 (1:1 wily.
WIRING DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE
nrJ- lrMrnRAI.
CONNECTED TO SAME. NOTIFICATION APPLIANCE CKT.
I rA%ir: «Intrrps ul
urr-STrAi)v I•I nrr (.^•IRt1nr Atli)
Al ll)lrtl r ^.I1. rinl ARr
Ir1r,1•r•rrnrf• rlri tirr
1.7 I= 1: Ir cnr:lr t ulrl III f
Fiy. GnII - U I - I11 I _Ir I?
11Hr _ Ir IT IT I. UAW. I'engMl:Il:'als?rlof to still - (u
tiOrr_ Wllr•.ri nrl rr.11rlr: (I I
I f• MVORAI I'A I I r• Rr 1. l l lr
I1()RNMll.,I tlr f`()WriwI)
rROM A r•lUrl rill ,^.It•w.
rlr) r mrn l u)al nrl•f Inrll.r
r u)r•lur
f I?nRA (.Of I I I?t U I
IYII.VII III-: Ilr Vlta
AI.ARt,t 1•( )1 AI?I I Y ::I If tVVtl
too I IT It A I till I Al'I'I IAl It 1 1 1
0-5
I
Isotlr Iltr,rltl „irrr,i
tit 1 it : I I-, wr ;: to, I,^, I nr
I .(,I It I c I r 11 111 A nul l r•I II Cll I :
rf/,iH I, All„tf \f'rl Inflt•r t;IV t
tIQIF WllrtlAllllrlllr nit.IIAI Allll^.II?(1111: Alrl 4,1111tif 1 Irll lrl'•Atd1'rll,tllIs Alit III *wrlbNtlr r•jpI loll r:llnnrtir
RAlIMf;!;rr)p,1nI11AlIr,fJtIfAlll)rnlr!114IAI At•11)".IIt,till IInwrIII
1 i(1 R
WIRING DIAGRAM WHEN 6312 STROBE AND F_LEC T RONIC AUDIBLE SIGNAL ARE
CONNECTED TO 1WO SEPARAIr_ NOTIFICATION APPLIANCE CKTS.
it- I r•Mrr)RAI
nrr-srrnl)Y Clot 1110.1ij I?-: (AIIIIInI r•-a,:nnl
Atilt':Ihrllll' r N,•r., "r1'AI?AIr
IFig. 7n
H 11 K_r.r__ I
m(1 • 12 IT III\ i1'rp(lral Selector ,knnllnr
17 Ir sL—
NOTE wllEr•I sr:I FC I lur: 03 M7 TTEMPORAL. I'A1 rr-Rri. Illr ' 1 1
I IORN MU , r nr• rt )wrrmr)
rROM A N()rl rlll..^.Itit: (
I tO I irICA I U )f I AI'I'I IA1-11:f
CIRCUI r
rRr )RA COI I 171)I, PALII'I I In
m w ir; ()rvit:r
ALARM rOl ARI I Y ,I IOWtl
STROnE 1•10TIrICArION ArI'11ANCr. (.I,.I '>
A1.101811 t•IO I IrICA I SON Arri.IANCF Ck I I> —
N.IIff I_p
riU. 7
111tit- vr IIr1;a I• „n r 1,1 rimr !
rms?nr tlflllt•I( All11tI Afro
lnn!:C (;1! I MI i j I cl Irr'1 Y A r.
r)rl -,iANr V01 IAt:f (W)If r•UI "W10"I M
44,
141 r.l'V I•As :I 1 1 of •1 tlr 1'Inlr.
I'Mil LIM11•ED 1:111E --
11IIUTCCTIVC SIGNALING' CABLE Rom. F :"-;r•._
MULTIPLE: CUNUUCTUII UNSNII:1_UEU—
CABLED JUKETEU
IIt MUN %I 1)(11,1111AI
r.iri/iI.O(i JJIIJ.IIil;itOI 111';Iil All(Ill 41CIII•I I111IMINA1 P(Ifit11V;I'i I:
II/). (,MID(V 1OI1'; AIN(,';lil II11(:I•.III'.. 1111(:I:ill:.`:;: ttI' III1itl';fiil('I i !'" "I 'W.
I ";r I 11) Il In III'. 1' n tr
1'' I I, „' ; 11111 nln (11', 1' •t .I
rill' 111'• I!"• '
ill ;';' .',( 11 III ('I!I I11', II'• 1'
4:::.1 I;' ;'';( )I III fill., fill. rI '
illl.l ;'I) , . ,:( 11 III fill fill, r.: ,
y. - •'
I I IA.;(I III I'll' Ili', !tI' I, It
11•"'• ;.'
r.t.l 1 11! :;t )I II Ili1' I I'. I!t t • I •.i i'
I r; I t': if III hill rill,
I1 i t',t II III nln nil, !r. Ir
Ini It! IIt:;(IIII nlfi fill, ! r:l r jl
Ili )1.11
41I!,I lr; 11,11 (All) nl(I 11Ill
f01r I .:/ Ifi iUl.11l 1 III
1,. `'',.'1 ) 1(i.';OI,11 (fill
i I -.. ; i•I :rt II II) III I III', r': I•. r:! (
I 1 I ;' _ _ I;' '()I:II) _ (l I.1 II I' ,'•'I I ',: 111 I t
All fiilrn•n•:u)n,: in IIl1, r :11:11nr) :Irs ^hnla(r: nnI)
NOTES
1.11•.1111(nt
i II (S JJ I -NI 1h:11'1 fIIIII.IIII, Irl I.Illh.111111
ITYPq --THH
600 Vol •s 90^C r' 71 '' C: lF.G' Ai tidn 31
c(4n M(f;/Y!
olvot4Ul-0-011 I IAr1 f r tI ::1+'( J''tl'+•FI! 11411 Ill(
com nnrl Vln SrryrMA(1111 a1 p•
q0141C17. 11 11
I r: 7 - t7.a, 17. 19 cl.ti.l If. I L•.•I 11
1
20oiZ•
i, p n 37. f Ib v.11,! rl 1•.1 It , 1;
q
2.3019 _1
1 24014 I•r; 17. to
f
IR
2•{-9{3 I r: li: 1.1 li' Iq
0 PIP I Il 19 l•1 Ip In r, i' I 1•:; . I
T U09 1 d A'I ll I n 1 , r. i I 1.111
TSC08 I A All 6 1 n 1• •1/ I •
1
111 1 Ip
q y6rJO4 1 .1./ All 4 1.1 I 1 ,, 1•1 1•.:
25002 1 1, All p 111 Ar
ToW1 I rh,191'1 I ( In Il r tl I ?gin 1 In,
196 t0 , fill. i:••1^ i/0 1' II •.n 1't:
1
n t,,I
202!0 t '1 O(1. :-,?:l 24 In P ' I r••. 1 1 ..1 .a a It
26110 Id•
I
n 1 n•t
28110 1 i •t no•.19, 12 1/1! lu It to I 1 : r•. , l n
27ZGO
i
27JOlt I hll 1: :I' UlO 1: to
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1
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27 40 1 1,1 1, 1 + 1(10 1: 1 I n rl•.1 1,' I . I.1'• 1
27000 1^ '+ l 1.1 1. It ,tf, 1 0 1. 81 I 0
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1
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TTOC`(1 I tell 1'!• 1 ! I,)11(1 111 It 11 I A I) 1 •I 1••II I 1; ,
tl.•lrlr„111,wa•..•..:.1, I.r•1), 11•, , 1,. ,.,, .• P...
47010n
CODF• rrl 011
r,gl (ut
roll. 1:01 ell I
7 fill..'
I;+ 11 .I I
1, .1.yln
A Oil
I'•'v n 1:,1
0
rI.VJE rfel I.rr 1•d
u{Ter ulilldilly Who PIOCIU(jS
11101111f1 Col,^lllll•:lil)Il:
II{Iluclnr:
C•Lu •Iw•(, . r.•1 ,..,...t I.w, n : t `.t F 1 .,, f7 : :
1•„ •Ir•11•,n,.J•,.+•n.lnr:,., f.l•f1v.l
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1 I ..krll Ir•d ,••,+•r•. r ti...,.
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MITI 1 : r, (' cl y, will V 41 t.l. 6'+':t•
1.7 1011:.I.y Orl t' In all Q(Ov
r*.*.:1 ?A•i: •1t), IC(19V
i'n11f 1-no!rtd:
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1,•r{rr,:%AN. I I'.'i nnaIrm '1r rrl pall
rviW..• l l':t.-A u IO)c ArlOtm_nE^;I:UI!711
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I ; rl C If 11111 orl II It•:rl (•r
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kE :I:I`1111r11I"ai
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IIpUI YI IlIVItl(1n!.l(:rlplllP:1')Vrltl!:
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q ^fc '111 11 411 r:I Imr fill AIvPI
t 11(.1ir nfinl, .
r. •.t ,t•r t• :o I: ' 1'• ll : I. (, •.. .,• fit
r r., •t,,.t I,..l . v a-.• t, ¢
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t111e .. Ir.,
r..l,.., .1 If. ,tb., ,, I(•n
fill.( i'llttft '{
II I A 0 A71I An, V lr j ( (15•r if •••4
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11.1.^,t_ c CMI
Itl•
r
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: 8100 Plantation Lakes Cr. Occ. 18
Business Name: Plantation Lakes Apartments Ph.
Contractor: Alert Security (Scott Craven) Ph. 644-8990
Reviewed [ ] Reviewed with comment [ X] Rejected [ ]
Reviewed by: Bart Wright, Fire Protection 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)
FEDERALEW3WEMC1 K4A40EIWNTAOENCY -
NATIONAL FLOOO 900WM PROOR/IP
O.ARa Na 301. 20MEisaJtdy31, 2002
ELEVATION CERTIFICATE
Sanford FL 34771
PROPEM DESCMnW6A and Sbdt Naatbara. TO RM Am;im. L90 OaSOWJsn. air:)
SECTION B • FLOOD INSURANCE RATE MAP MM DIFOR L47IO 1
E-- - 14/11 I nffV§ EDOATE ( ..
X"
M. I MmNA68de0otlbodnD:
810. Inflate do ena" titt Bess Flood Elevation MM deft or base Rood deptil arad in89.
U FIS Pmft Qd FIRM ( J CanrN * Oete mbw u OtIm (ate):
811. Indkate the elevation datum used for the BFE n St QQ NM 1929 U NAVO ISM U Otltsr (0eta100r
912. le the building located in a COMM Berrie Resources System (CBRS) era or OMen+iW Ptoteded Mee (OPA)t U Yes QQ No
Oesiimdm Oats
Ct. Building elevations are based on: UConst adon OrswinW LPJUAV Under ConsaucBW UFIrg" won
A new ENvagm Certiflate"be m4M when coaWnWon of the bmTd>np le mq tete•
C2. Bufldkq Diagram Ntxmbsr (SeW tin bvi6rq ds mm most egraw b 0a b ift tot whidr this CUMIate is being ownpleted - a'
papa 8 and 7. If no diagram aodsat* spre ma go buiduq. poolds a sketch or OWWOph.)
C3. EW4§ona -Zones A14 0. AE AN. A (wlb BFEI. VE. VI-M. V Oft BFE). AR. ARIA. ARIAS, AR/A1.A30. ARIAN. ARIAO
Complae ll m C3e4 below sow" to the bn9 d W= apedda In ran C2. SIM ti» datum used. If tite datum Is different Gam
ft dam used for ft BFE in section B. coav ft down to Iml used fordo BFE Show kid maa,rarrerda and dabalh conversion
alab6om Use the apse provided or the Ca WAW area d Sedlon 0 of Section G. as MmprWW to doomwit the datum MnYW*
Oawm
EWAtion neterena mark toed Ones the elevation rekmnes mark used appear on the FIRM? U Yes U 1
CY a) Top of bottom Hoar (nc idng basemen or endows) 6016 B_ R(m)
O b) Top of next higher floor • ft_R(m)
O c)eottom of knvea hori:oma aouduae member (Vtv= Q*) • _ fL(m) O
d) Attadhed garage (top of slab) O
e) lowest etevaoon d madlinery sow om*nad servicing
dhe Im"09 _ t(
m) O
4 Lowed adja0ent grade (LAG) 5— in • -!L fl.(m) O
9) N•4" opeare Weft (HAG) As -'ti(m) O h)
ft at pennanen openings (flood vents) within 1 IL above sdptoxn grade O 4
Told ass d ON permanent openings (flood vents) in C3h % n• (14• cm) 0- Thin
W"
cation is to be aigne0 and sealed by a Iand tom«, vow. or ardead wftftd br raw to otlary elaMM Mmnsum I Car*
OW tin it OMMIbn in Sections A, B. and C on dgS Certiflata represent my bo eflbds to imlapet On date evaibble. I understand
that any (else atatenrent mar be punishable by floe orinpolyfflent carder 1e U.S. CodA Serstar 1001. CERTWOM K&
M William. E.Burkett, P.E. LICMWJMIBEFt 36043
TITLE
COMPANY
NAME President AOORESS
250
N. C a Ag ve. Stg. 1501 _ , _ Oriando STATE FL BP C - - 32801 SIGNATURE /,rt.
wit _ _. _.... DATE TELEPHONE — U,. &inn
AA, •,.Z .,Z^ n.zt
AI Ir: oe ' eCF AOVCO.CF td9C CM r:MfThM oATWW 0901 AP.FR M I
mvme
J .
Sanford FLST W 34771
Copy battl sides d this me , do C dlosle for (t) communty QrxK m tmtrranoa agerNcampely. W4 M owner.
COMMENTS
For Zane A0 srd Zane A (witlrout BFE). oomplele Items Et thtagh Eat If ft Ekvadon "tf6a» b brtendsd trust ues atrpioordrq
Et. Bat *q DDtagram Nine 3 (Select qulQiq ®eOrMn nnoet eirmDer fo the buFlduq for wNdn We oero6ate b
ttee pages d and 7. N no diagram aoaeat* mpww t the b Gft provide a sketch or photograph.)
a completed
E2. 7W to d the bottom floor (Indudlno basement or enclosure) sift 9 it UJ IL(n* ULjh•(an) U above or U below
do* am) to *w ad)eoMt grade.
E3. For Zara AO **. tt w flood depdn number Is evadable. Is the top d the bottom shoo elevated in aoeordmee with the community s
management adUnanoe7 U Yet U No L Wtl WWL The bd cf W mud =* M itbr *Ism in Seaton G.
The properly owoe Or ewnafs aulhodsed iepresiudWw wAo completet Seddon A. B. and E for Zone A (wi w a FEMA.Issued or
eowrtw*4$ued BFE) or Zone AO no sqn We.
MMIY OWNER'S OR OWNM AUTttOR M REPRESENTATIVE S NAM
ADDRESS -~ CRY STATE DPCODE
SIGNATURE DATE TELEPHONE
COMMENTS
ft load otxdd who Is 800 ted by law, or owkw" to aftini ter tlta eon mwWs Aoodplab management WOWoe can a nptete
S"M A. B. C (or E). and G d Mis Sevatiaon CertiAate. Complete the appgable hangs) and sign below.
G1. U The Ifftmedon in section C was taken from othei documentation that has been signed and embossed by a I enM surveyor.
engineer. or aW tad who is authorized by state or load law, to artily elevation information. (tndcate the sauce and pate of the
elevation data in the Comments area below.)
G2. U A cw nwnay cMW completed Section E for a buiblrq bated to Zone A (wittW a FEMA4ssued or BFE) at
Zone AO. .
G3. U TAe Now" iMwWon plemt G4-G% 0 provided for community Aoodplein managanl M pwpotes.
ISSUED
67. This permit has been Issued for: U New Consbuelbn U Substantial Improvement
CA &vAon d as•bult lowest floor (mdtdaq basemenq of the ha q is: _ fL(m) Datum.
G9. BFE or (inn Zane AO) depth of Soodirq at the kftq site is: _ g.(m) Daum.
LOCAL OFFICM73 KANETtitE
COMNmANaTY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
I I Check here if altachmem
ccua VMM A1.11 Al rr. 44 ace sroc Al I PQFMrr K cnrnn a
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 8
Dear Roberto:
This letter is to certify that on March 20, 2000, Sears Surveying Company performed a
field survey on the form boards for building 8. 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 the upper level of
building 8 is 62.28 (plan grade is 62.25), and the lower level of building 8 is 60.26 (plan
grade is 60.25).
Respectfully submitted,
Donald W. Bishman, PSM
Vice President
315 N. Ferncreek Avenue • Orlando, Florida 32803 • (407) 897-6220 • FAX (407) 897-6219
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
LINE OF THE WEST11/2 OF SAID /SOUTHEAST /4 FOR A3DISTANCE OF 28.04
ALONG THESFEET TO E POINT OF
BEGINNING; THENCE CONTINUE NOOVS480E ALONG SAID WEST LINE FOR A
DISTANCE OF 1672.28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF
RINEHART ROAD; THENCE RUN N6912'12'E ALONG SAID SOUTHEASTERLY RIGHT
OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THE SOUTH RIGHT OF WAY LINE
OF HUGHY STREET. THENCE RUN S89*0490E 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 S12WOWE FOR A DISTANCE OF 440.00 FEET;
THENCE RUN S89'45049'E FOR A DISTANCE OF 566.52 FEET TO THE EAST LINE OF
SAID WEST 1/2 OF THE SOUTHEAST 1/4; THENCE RUN SW32.03-E ALONG SAID
EAST LINE FOR A DISTANCE OF 133.14 FEET; THENCE RUN S76'45015'W FOR A
DISTANCE OF 735.42 FEET; THENCE RUN S11'42'4rW FOR A DISTANCE OF 272.03
FEET; THENCE RUN N89'45*WW FOR A DISTANCE OF 375.22 FEET; THENCE RUN
N55432'02'W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 30.937 ACRES. MORE OR LESS.
CITY OF SANFORD. FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS 8100 Plantation Lakes Circle (B418) PERMIT NUMBER qQ r1 5 V
a9, 3l8
Total Contract Price of Job $869,882 Total Sq. Ft. 33,457
Describe Work 3-Story Multifamily Apartment Building
Type of Construction Wood Frame Flood Prone (YES) (NO) g
Number of Stories 3 Number of Dwellings 20 Zoning PD
Occupancy: Residential X Commercial Industrial
LEGAL DESCRIPTION See Attached (please attach printout 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. Hattawav, Esq. P.O. Box 633
CITY Orlando STATE FL ZIP 32802
BONDING COMPANY N/A
ADDRESS
CITY STATE ZIP
ARCHITECT Cline Davis Architects P.A.
ADDRESS 414 West Jones Street
CITY Raleigh STATE NC ZIP 27603
MORTGAGE LENDER N/A
ADDRESS
CITY STATE ZIP
CONTRACTOR QPHONENUMBER DVCVd
ADDRESS ST. LICENSE NUMBER C&
CITY STATE TZ, ZIP
t***•::**r*w****:***:*w***•w::w,*::*****w***s,r*ss*t*wwtrs*s*was*:*s*,rwtr*rtr*ws
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.
P CE F PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
EQUIRE ENTS OF FLORIDA LIEN LAW, FS713.
A**A*********************t**********t****111tf1tw**f*ftf*wtwtt*fwtsAA***f F] 'C Z
X o a g 9 moa7SignatureOwner/Agent b Date Sig ture of Contract r b Dat 0 c
John R. Goodfellow
F N
Z
Type or Print Owner/Agent Name Type or Print Con rac i s Name c 3
7
O
N
u 1
Signature of tary b Date Signature
QQ
e
Off icia Seal )
Sa,ater SiATE OF FLORIDAMyCommissionCC789000FOILIEfvlLIJoekn
FUESLM.
47g424ExpiresSebw8.2002 O.1i frCCXPIRES: Jun* 25,1012 b
C
Application Approv d BY: O . Date: ' `J -9 0
FEES: Building Radon olice . Fire ( I Ao a
Open Space Road Impact pplication (0,00
PERMIT VALIDATION: CHECK C.,SH DATE BY v
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
w*** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE:
G/ ` 9 PERMIT #:
BUSINESS NAME: i-( AIVI L %JGN (NKG'>
ADDRESS:
PHONE NUMBER:
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT
COMMENTS:
FIRE SYSTEM
AMOUNT $
C
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 befr any further sE ices can take place.
J
Sanford F ire'P evention
1 certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
of the Cit of Sa ord, Florioa.
plicants Si ature
CITY OF SANFORD, FLORIDA
APPLICATION ILDING PERMI'P
PERMIT ADDRESS 8100 PLANTATION LAKES CITBICLE BLDG. #8
P+R
ii sl i
PERMIT NUMBER
Total Contract Price of Job $11,468.00
Total Sq. Ft. 33,500
Describe work INSTALLATION OF ABOVE GROUND AND UNDERGROUND FIRE SPRINKLER SYSTEM
Type of Construction GOOD TRUSS Flood Prone (YES) (NO)
Number of Stories #3 Number of Dwellings ^ 9 20 UNITS Zoning
Occupancy: Residential X Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER DCC CONSTRUCTORS PHONE NUMBER(407) 834-3300
ADDRESS 355 C. R. 427
CITY LONGWOOD STATE FL ZIP 32750
TITLE HOLDER (IF OTHER THAN OWNER) N/A
ADDRESS
CITY STATE ZIP
BONDING COMPANY N/A
ADDRESS
CITY STATE
ARCHITECT
ADDRESS _
CITY
MORTGAGE LENDER
ADDRESS
CITY
N/A
STATE
ZIP
ZIP
STATE ZIP
CONTRACTOR DELTA FIRE SPRINKLERS, INC. PHONE NUMBER(407) 328-3000 En 143
ADDRESS 111 TECH DRIVE ST. LICENSE NUMBS
CITY SANFORD STATE FL 32771 ZIP 749740000190
w****w****w+r***++t****tr*a**:w*w**w+t*******,r•w**,r***w*****w*******:***:*ww***:***ww**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 OWNER OF THE PROPERTY OF
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
IC
3tO
E C
z >
to i
10 w
o 0
4J N a
Z a E
Signature of Owner/Agent b Date
Type or Print Owner/Agent Name
Signature of Notary b Date
Official Seal)
C (D O
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Application Appr ve BY: I'L 7 J Q o Date:
FEES: Building , Radon Police Fire u
Open Space Road Impact Application /
a
N
PERMIT VALIDATION: CHECK CASH DATE BY v
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
SignaVre of Con'ractor b
De
ate
W. MON'IGOMERY
T pe or.(P rin Contractor's a
Signature of Notary b Daet
KAREN M. BINNER
POW} MY COMMISSION* CC $23334
noc EXPIRES: April4.2003
1.6013-3NOTAIiY FId Na1@ry SWvW6 3 n m gfi Co.
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
t
l
T. At
Me_
Re Rdecden by Cowaft Dew
Hydratec
Inc.
Route Ill
Windham NH 03087
Job Name : PLANTATION LAKES
1 eLlG * 8
Building : #8 TYPICAL FOR ALL TYPE 1 BUILDINGS
Location : SANFORD FLORIDA
System : D/A #1
Contract : A1907
Data File : A1907.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES Date - 4-1-99
Location - SANFORD FLORIDA
Building - #8 TYPICAL FOR ALL TYPE 1 BUILDINGS System No. - D/A #1
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 46.32 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 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 104
S 90
S 80
U 70
R 60
E 50
40
30
20
10
Page 2
Date
Pump Data:
Dl-Elevation: 12.993 PSI
D2-System Flow:59 GPM
D2-System Pressure: 53.561 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:59 GPM
Safety Margin: 11.376 PSI
2
C2
1
200 400 600 800 1000 1200 1400 1600
FLAW ( N ^ 1.85 )
omputer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087
w
1800
Hydratec Page 3
LANTATION LAKES Date
Hyd. Qa Dia. Fitting Pip& Pt Pt
Ref. C„ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 14.00 0.884 1R 1.000 12.000 25.000 25.000 K Factor = 2.8
to 150 1.000
2 14.00 0.1025 13.000 1.332 Vel.= 7.318
2 0.884 1R 1.000 6.000 26.332 26.332
to 150 1.000
3 14.00 0.1024 7.000 0.717 Vel = 7.318
3 .884 1P 3.000 8.500 27.049 27.049
to 150 3.000
C3 14.00 0.1024 11.500 1.178 Vel = 7.318
14.00 28.227 K Factor = 2.64
4 0 0.884 1R 1.000 13.000 28.546 28.546
to 150 1.000 0
5 0 0 14.000 0 0 Vel = 0
5 0 0.884 1P 3.000 6.000 28.546 28.546
to 150 3.000 0
C2 0 0 9.000 0 0 Vel = 0
28.546 K Factor
Cl 8.41 0.884 2R 1.000 16.500 29.403 29.403
to 150 1P 3.000 5.000
C2 8.41-0.0399 21.500 0.858 Vel = -4.396
C2 0.884 8.000 28.546 28.546
to 150
C3 8.41-0.0399 8.000 0.319 Vel = -4.396
C3 14.00 0.884 13R 1.000 66.000 28.227 28.227
to 150 1P 3.000 16.000
C4 5.59 0.0187 82.000 1.537 Vel = 2.922
C4 0.884 1P 3.000 10.000 29.766 29.766
to 150 3.000
C7 5.59 0.0188 13.000 0.244 Vel = 2.922
5.59 30.010 K Factor = 1.02
Cl 8.41 0.884 1P 3.000 10.000 29.403 29.403
to 150 3.000
C6 8.41 0.0399 13.000 0.519 Vel = 4.396
C6 -7.39 0.884 19R 1.000 90.000 29.921 29.921
to 150 19.000
C7 1.02 0.0008 109.000 0.088 Vel = 0.533
1.02 30.009 K Factor = 0.19
C6 5.83 0.884 1P 3.000 10.000 29.921 29.921
to 150 3.000
C11A 5.83 0.0202 13.000 0.263 Vel = 3.048
5.83 30.184 K Factor = 1.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipd Pt Pt
Ref. C„ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
C7 1.52 0.884 14R 1.000 78.000 30.010 30.010
to 150 20 7.000 28.000
C9 1.52 0.0017 106.000 0.179 Vel = 0.795
1.52 30.189 K Factor = 0.28
C7 5.10 0.884 1P 3.000 10.000 30.010 30.010
to 150 3.000
C12A 5.10 0.0158 13.000 0.206 Vel = 2.666
5.10 30.216 K Factor = 0.93
C6 1.55 0.884 13R 1.000 104.500 29.921 29.921
to 150 20 7.000 30.000
C8 1.55 0.0017 1P 3.000 134.500 0.235 Vel = 0.810
C8 0.88'4 1P 3.000 10.000 30.157 30.157
to 150 3.000
C10 1.55 0.0018 13.000 0.023 Vel = 0.810
1.55 30.180 K Factor = 0.28
C9 1.52 0.884 1P 3.000 10.000 30.189 30.189
to 150 3.000
C13 1.52 0.0017 13.000 0.022 Vel = 0.795
1.52 30.211 K Factor = 0.28
C10 1.55 2.003 7R 1.000 64.000 30.180 30.180
to 150 10 11.000 28.000
C11 1.55 1P 10.000 92.000 0.003 Vel = 0.159
C11 2.003 SR 1.000 41.000 30.183 30.183
to 150 8.000
C11A 1.55 49.000 0.002 Vel = 0.158
C11A 5.83 2.003 12R 1.000 60.000 30.185 30.185
to 150 1P 10.000 22.000
C12 7.38 0.0006 82.000 0.048 Vel = 0.751
C12 14.00 2.003 6R 1.000 30.000 30.233 30.233
to 150 6.000
C12A 6.62 0.0005 36.000 0.017 Vel = -0.674
C12A 5.10 2.003 15R 1.000 100.000 30.215 30.215
to 150 10 11.000 46.000
C13 1.52 2P 10.000 146.000 0.005 Vel = -0.155
1.52 30.210 K Factor = -0.28
C12 14.00 2.003 1P 10.000 26.000 30.233 30.233
to 150 10.000
TASR 14.00 0.0019 36.000 0.069 Vel = 1.425
TASR 2.003 1Z 6.482 8.000 30.301 30.301
to 150 1B 6.482 15.993 Fixed loss = 3
BASR 14.00 0.0019 14.482 0.028 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 Eqv. Ln. Total Pf Pn
BASR 2.003 20 11.000 10.000 46.322 46.322
to 150 22.000
UG1 14.00 0.0019 32.000 0.061 Vel = 1.425
UG1 45.00 4.08 1T 32.247 70.000 46.383 46.383 Qa = 45
to 150 32.246
UG2 59.00 0.0009 102.246 0.087 Vel = 1.448
UG2 7.71 8F 10.8832076.000 46.470 46.470
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 46.555 46.555
to 150 86.364 7.000 Fixed loss = 7
CONN 59.00 446.364 0.005 Vel = 0.251
59.00 53.560 K Factor = 8.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 6
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
167.23 62.860 K Factor = 21.09
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fat Prdaden b4 Conwda Dorian
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name : PLANTATION LAKES 'BL% # 0
Building : #8 TYPICAL FOR ALL TYPE 1 BUILDINGS
Location : SANFORD FLORIDA
System : D/A #2
Contract : A1907
Data File : A1907.WX2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES Date - 4-1-99
Location - SANFORD FLORIDA
Building - #8 TYPICAL FOR ALL TYPE 1 BUILDINGS System No. - D/A #2
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: l ( )2 X)4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M 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
Summary C-Factor Used:
Psi Required 48.92
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. 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:88.27 GPM
D2-System Pressure: 56.794 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:88.27 GPM
Safety Margin: 8.073 PSI
C2
F, ....
200 400 600
omp=ter Programs by
800 1000 1200 1400 1600
FLOW ( N ^ 1.85 )
ratec Inc. 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 14.698 14.698 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 15.575 15.575 K Factor = 2.8•
to 150 3.000
C2 21.78 0.2320 9.000 2.088 Vel = 11.385
21.78 17.663 K Factor = 5.18
Cl 26.95 0.884 2R 1.000 16.500 25.065 25.065
to 150 1P 3.000 5.000
C2 26.95 0.3441 21.500 7.398 Vel =-14.088
C2 21.78 0.884 8.000 17.664 17.664
to 150
C3 5.17 0.0163 8.000 0.130 Vel = -2.703
C3 21.48 0.884 13R 1.000 66.000 17.535 17.535
to 150 1P 3.000 16.000
C4 16.31 0.1359 82.000 11.143 Vel = 8.526
C4 0.884 1P 3.000 10.000 28.681 28.681
to 150 3.000
C7 16.31 0.1359 13.000 1.767 Vel = 8.526
16.31 30.448 K Factor = 2.96
Cl 26.95 0.884 1P 3.000 10.000 25.065 25.065
to 150 3.000
C6 26.95 0.3441 13.000 4.473 Vel = 14.088
C6 23.34 0.884 19R 1.000 90.000 29.539 29.539
to 150 19.000
C7 3.61 0.0083 109.000 0.910 Vel = 1.887
3.61 30.449 K Factor = 0.65
C6 18.43 0.884 1P 3.000 10.000 29.539 29.539
to 150 3.000
C11A 18.43 0.1704 13.000 2.215 Vel = 9.634
18.43 31.754 K Factor = 3.27
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 4.58 0.884 14R 1.000 78.000 30.448 30.448
to 150 20 7.000 28.000
C9 4.58 0.0130 106.000 1.374 Vel = 2.394
4.58 31.822 K Factor = 0.81
C7 15.34 0.884 1P 3.000 10.000 30.448 30.448
to 150 3.000
C12A 15.34 0.1213 13.000 1.577 Vel = 8.019
15.34 32.025 K Factor = 2.71
C6 4.91 0.884 13R 1.000 104.500 29.539 29.539
to 150 20 7.000 30.000
C8 4.91 0.0147 1P 3.000 134.500 1.983 Vel = 2.567
C8 0.884 1P 3.000 10.000 31.524 31.524
to 150 3.000
C10 4.91 0.0148 13.000 0.192 Vel = 2.567
4.91 31.716 K Factor = 0.87
C9 4.58 0.884 1P 3.000 10.000 31.822 31.822
to 150 3.000
C13 4.58 0.0130 13.000 0.169 Vel = 2.394
4.58 31.991 K Factor 0.81
C10 4.91 2.003 7R 1.000 64.000 31.716 31.716
to 150 10 11.000 28.000
C11 4.91 0.0003 1P 10.000 92.000 0.025 Vel = 0.500
C11 2.003 8R 1.000 41.000 31.741 31.741
to 150 8.000
C11A 4.91 0.0003 49.000 0.013 Vel = 0.500
C11A 18.44 2.003 12R 1.000 60.000 31.755 31.755
to 150 1P 10.000 22.000
C12 23.35 0.0049 82.000 0.403 Vel = 2.377
C12 43.27 2.003 6R 1.000 30.000 32.158 32.158
to 150 6.000
C12A 19.92 0.0037 36.000 0.132 Vel = 2.028
C12A 15.34 2.003 15R 1.000 100.000 32.026 32.026
to 150 10 11.000 46.000
C13 4.58 0.0002 2P 10.000 146.000 0.035 Vel = 0.466
4.58 31.991 K Factor = -0.81
C12 43.27 2.003 1P 10.000 26.000 32.158 32.158
to 150 10.000
TASR 43.27 0.0154 36.000 0.554 Vel = 4.406
TASR 2.003 iZ 6.482 8.000 32.711 32.711
to 150 is 6.482 15.993 Fixed loss = 3
BASR 43.27 0.0154 14.482 0.223 Vel = 4.406
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C„ or Ftng's Pe Pv ******* Notes ******
Point at Pf/UL Eay. Ln. Total Pf Pn
BASR 2.003 20 11.000 10.000 48.927 48.927
to 150 22.000
UG1 43.27 0.0154 32.000 0.492 Vel = 4.406
UG1 45.00 4.08 1T 32.247 70.000 49.419 49.419 Qa = 45
to 150 32.246
UG2 88.27 0.0018 102.246 0.184 Vel = 2.166
UG2 7.71 8F 10.8832076.000 49.604 49.604
to 150 1T 42.322 129.380
UG3 88.27 0.0001 2205.380 0.179 Vel = 0.607
UG3 9.79 41, 21.592 360.000 49.782 49.782
to 150 86.364 7.000 Fixed loss = 7
CONN 88.27 446.364 0.011 Vel = 0.376
88.27 56.793 K Factor = 11.71
Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087
D-S
Foe IN on by Compiler Da im
Hydratec
Inc.
Route Ill
Windham NH 03087
Job Name : PLANTATION LAKES -&-06 46
Building : #8 TYPICAL FOR ALL TYPE 1 BUILDINGS
Location : SANFORD FLORIDA
System : D/A #3
Contract : A1907
Data File : A1907.WX3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec
PLANTATION LAKES
HYDRAULIC DESIGN INFORMATION SHEET
Page 1
Date
Name - PLANTATION LAKES
Location - SANFORD FLORIDA
Date - 4-1-99
Building - #8 TYPICAL FOR ALL TYPE 1 BUILDINGS System No. - D/A #3
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: ( )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 122.23
Summary C-Factor Used:
Psi Required 51.28
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 Flow:167.23 GPM
D2-System Pressure: 62.860 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:167.23 GPM
Safety Margin: 1.706 PSI
2
C2
1
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85 )
omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 3
PLANTATION LAKES Date
Hid. Qa Dia. Fitting Pipe. 8t 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 1P 6.000 1.000 12.647 12.647 K Factor = 5.6
to 150 6.000
M1 39.42 0.0741 7.000 0.519 Vel = 8.216
39.42 13.166 K Factor = 10.86
23 19.80 1.109 8.330 12.502 12.502 K Factor = 5.6
to 150
24 19.80 0.0645 8.330 0.537 Vel = 6.576
24 20.22 1.4 1P 6.000 1.000 13.039 13.039 K Factor = 5.6
to 150 6.000
M2 40.02 0.0761 7.000 0.533 Vel = 8.341
40.02 13.572 K Factor = 10.86
M1 39.42 2.003 Eql 16.854 14.000 13.166 13.166
to 150 16.853
C10 39.42 0.0130 30.853 0.400 Vel = 4.014
C10 11.29 2.003 1.000 13.565 13.565
to 150
M2 28.13 0.0070 1.000 0.007 Vel = 2.864
M2' 40.02 2.003 10 11.000 10.000 13.572 13.572
to 150 11.000
M3 68.15 0.0357 21.000 0.749 Vel = 6.939
M3 2.003 1.000 14.321 14.321
to 150
26 68.15 0.0360 1.000 0.036 Vel = 6.939
26 21.22 2.003 8.330 14.357 14.357 K Factor = 5.6
to 150
25 89.37 0.0588 8.330 0.490 Vel = 9.100
25 21.58 2.003 5R 1.000 44.000 14.847 14.847 K Factor = 5.6
to 150 5.000
Cil 110.95 0.0878 49.000 4.304 Vel = 11.297
110.95 19.151 K Factor = 25.35
1 0 0.884 1R 1.000 12.000 25.253 25.253
to 150 1.000 0
2 0 0 13.000 0 0 Vel = 0
2 0 0.884 1R 1.000 6.000 25.253 25.253
to 150 1.000 0
3 0 0 7.000 0 0 Vel = 0
3 0 884 1P 3.000 8.500 25.253 25.253
to 150 3.000 0
C3 0 0 11.500 0 0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe. apt Pt
Ref. C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
25.253 K Factor =
4 0 0.884 1R 1.000 13.000 24.963 24.963
to 150 1.000 0
5 0 0 14.000 0 0 Vel = 0
5 0 0.884 1P 3.000 6.000 24.963 24.963
to 150 3.000 0
C2 0 0 9.000 0 0 Vel = 0
24.963 K Factor
Cl 7.99 0.884 2R 1.000 16.500 24.183 24.183
to 150 1P 3.000 5.000
C2 7.99 0.0363 21.500 0.780 Vel = 4.177
C2 0.884 8.000 24.963 24.963
to 150
C3 7.99 0.0363 8.000 0.290 Vel = 4.177
C3 0.884 13R 1.000 66.000 25.253 25.253
to 150 1P 3.000 16.000
C4 7.99 0.0363 82.000 2.976 Vel = 4.177
C4 0.884 1P 3.000 10.000 28.228 28.228
to 150 3.000
C7 7.99 0.0363 13.000 0.472 Vel = 4.177
7.99 28.700 K Factor = 1.49
Cl 7.99 0.884 1P 3.000 10.000 24.183 24.183
to 150 3.000
C6 7.99 0.0363 13.000 0.472 Vel = -4.177
C6 17.05 0.884 19R 1.000 90.000 23.711 23.711
to 150 19.000
C7 9.06 0.0458 109.000 4.992 Vel = 4.736
9.06 28.703 K Factor = 1.69
C6 5.76 0.884 1P 3.000 10.000 23.711 23.711
to 150 3.000
C11A 5.76 0.0198 13.000 0.258 Vel = -3.011
5.76 23.453 K Factor = -1.19
C7 3.92 0.884 14R 1.000 78.000 28.699 28.699
to 150 20 7.000 28.000
C9 3.92 0.0097 106.000 1.030 Vel = 2.049
3.92 29.729 K Factor = 0.72
C7 13.13 0.884 1P 3.000 10.000 28.699 28.699
to 150 3.000
C12A 13.13 0.0910 13.000 1.183 Vel = 6.864
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe. opt Pt
Ref. C^ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
13.13 29.882 K Factor = 2.40
C6 11.29 0.884 13R 1.000 104.500 23.711 23.711
to 150 20 7.000 30.000
C8 11.29 0.0688 iP 3.000 134.500 9.255 Vel = 5.902
C8 0.884 iP 3.000 10.000 14.460 14.460
to 150 3.000
C10 11.29 0.0688 13.000 0.894 Vel = 5.902
11.29 13.566 K Factor = -3.07
C9 3.92 0.884 1P 3.000 10.000 29.729 29.729
to 150 3.000
C13 3.92 0.0097 13.000 0.126 Vel = 2.049
3.92 29.855 K Factor = 0.72
C11 110.95 2.003 8R 1.000 41.000 19.151 19.151
to 150 8.000
C11A 110.95 0.0878 49.000 4.304 Vel = 11.297
C11A 5.76 2.003 12R 1.000 60.000 23.454 23.454
to 150 1P 10.000 22.000
C12 105.19 0.0796 82.000 6.526 Vel = 10.710
C12 122.23 2.003 6R 1.000 30.000 29.980 29.980
to 150 6.000
C12A 17.04 0.0028 36.000 0.099 Vel = 1.735
C12A 13.12 2.003 15R 1.000 100.000 29.881 29.881
to 150 10 11.000 46.000
C13 3.92 0.0002 2P 10.000 146.000 0.026 Vel = 0.399
3.92 29.855 K Factor = -0.72
C12 122.23 2.003 iP 10.000 26.000 29.980 29.980
to 150 10.000
TASR 122.23 0.1051 36.000 3.782 Vel = 12.445
TASR 2.003 1Z 6.482 8.000 33.763 33.763
to 150 is 6.482 15.993 Fixed loss = 3
BASR 122.23 0.1051 14.482 1.522 Vel = 12.445
BASR 2.003 20 11.000 10.000 51.277 51.277
to 150 22.000
UG1 122.23 0.1051 32.000 3.362 Vel = 12.445
UG1 45.00 4.08 1T 32.247 70.000 54.640 54.640 Qa = 45
to 150 32.246
UG2 167.23 0.0059 102.246 0.600 Vel = 4.104
UG2 7.71 8F 10.8832076.000 55.240 55.240
to 150 1T 42.322 129.380
UG3 167.23 0.0003 2205.380 0.583 Vel = 1.149
UG3 9.79 41, 21.592 360.000 55.823 55.823
to 150 86.364 7.000 Fixed loss = 7
CONN 167.23 0.0001 446.364 0.037 Vel = 0.713
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec
PLANTATION LAKES
Page 6
Date
Hid. Qa Dia. Fitting Pipe. ..Pt Pt
Ref. "C" or FtngIs Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
167.23 62.860 K Factor = 21.09
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CITY OF SANFORD MECHANICAL APPLICATION
PERMIT 140. / —C;DATE: to " P' I I
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQUIPMENT:
OWNER'S NAME 7-11w/,kv,
ADDRESS OF JOBAD 49 - 816o'ti a ie,J (.µ5 t , C )
MECHANICAL CONTRACTOR:'PA,ePt!tb A C-
RESIDENTIAL —COMMERCIAL
Subject to rules and regulations of Sanford Mechanical Code
NATURE OF WORK 0
Cv LRIC
Valuation:
AQ
Application
Total O
By Signing this application 1 am stating that I am in compliance with City of Sanford
Mechanical Code. p _„Q
pli caauutt Signature
we 0;a3.0-;Z-
States License#
C 1)
CI I, ELECTRICAL APPLICATION
PERMIT NO. — DATE: V5' / C , 7q
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:
OWNER'S NAM
ADDRESS OF
ELECTRICAL le —
Subject to rules and regulations of the city electrical coda
By signing this application I am stating I am in compliance with t e City Electrical Code
Applicant's Signature
States Licenser
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: I 1 PERMIT #:
BUSINESS NAME: RL.44 T-Anoxi L r s Qp—,-,
ADDRESS: Z1cvo; t01 ode; (1, two 1 Ctoo f, 18 Ica
PHONE NUMBER: ( () Cla-7- 9C-1. /-I-Lmiaj 0C.ma Per
p w r'j rL
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ 1 3 30
COMMENTS: G33 x ,07, x t
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.
I certi that the above information is
true nd forrect and that-comply
11[;ad
t --aim
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: qg PERMIT #: -1 -
BUSINESS NAME: FL, 4o fD n0 j L K- • A t7rs
ADDRESS: Rwungm LK C e-,
PHONE NUMBER: (5 C ( q a 7 - & fo
OWNER. ALTm" OE v-6coPm6Nr 4oa D
PLANS REVIEW -e-- TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT - FIRE SYSTEM
AMOUNT $ S " 0 5 - (0 0
COMMENTS: '3Z, 266 K-f 0 2 X A- 6 I6y1, !0O
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.
rti .that the above information is
e
an1%,of
orrect and t comply
th alpplicab c gs a or inances
the S de Fl9 . -
Sanford Fire Prevention
DATE: I he
BUSINESS N
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
PERMIT #: `"I -1 - I S(P
ADDRESS: 3 foo; 71 co o Nco i woo ! (1100
PHONE NUMBER:G(P( 4uTMo&.1 06 Co0Mcc.i
Cor C1(Z"
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ 331'rl70
COMMENTS: -33 V-917j < t 0 2 X t) = 3 3/ 5. 70
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 bef re any further services can take place.
frI 1 certify that the above information is
jhj1nd co ct an 11 comply
i appZal b F epVordinances
LtAt &) IWA /1/10
Sanford a evention A