7100 Plantation Lakes Cir - BC99-000757 (1999) (PLANTATION LAKES - BLDG 7) DOCUMENTS1 l LZ pP cv-x.tca--\`s- Lc Cn.
SUBDIVISION:
ZONE
CONTRACTOR
ADDRESS a
PHONE # 34 - 3J 0-'D
LOCATION
OWNER V AMUML1, L
ADDRESS l;Z20 1
PHONE # Co i- q ci 7
v
n
PLUMBING CONTRACTOR
i
ADDRESS
DATE 15VCt PE
RMIT' # JOB
L& C4P+ R l COST $--
LOT
NO. BLOCK:
SECTION:
SQUARE
FEET: ,33. FEE $
MODEL: STATE
NO. OCCUPANCY CLASS: FEE $
15 0 PHONE #
ELECTRICAL
CONTRACTOR 1 t 231 /C' ' FEESr ADDRESS
PHONE #
MECHANICAL
CONTRACTOR ADDRESS
PHONE #
MISCELLANEOUS
CONTRACTOR ADDRESS
SEPTIC
TANK PERMIT NO. SOIL
TEST REQUIREMENTS (__} FINISHED
FLOOR ELEVATION
REQUIREMENTS (__) ARCHITECTURAL
APPROVAL DATE: FEE $
INSPECTIONS
TYPE
DATE OK REJECT BY FEE $
ENER97ECT. EPI: CERTIFICATE
OF OCCUPANCY ISSUED #
DATE: FINAL
DATE 1 to
CERTIFICSTE OF OCCUPANCY ADDENDUM
SANFORD PUBLIC; WORMS DRPARTNWNT
407) 33O656M FAX (407) 330-5601
Project: antatiorrLakes Qctober27, 2000
7100 Plantation Lakes Circle
Reason for Disapproval: ngne
C'oncraiox a Agreement:
1_ guiM47IMwas not complet,e.when_Linspected the area. 'fbere was_aconsidemble
mnouxit of constructica debris around the site.
Approved: by Public Works Department subject to acceptable completion of the above
deficiencieswiflim 30 days.
Recommend having off parties imroh ed having a- final- walk through beftme-E.U. of the -last
two butt ings.
Dote:_ This Addendum does not include other Department's comnepts.
Thank you,
Robert Bull
Signs and Traffic Coordinator
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: U '( 9 -.06
ADDRESS: 1 jqT)oN L/-tce- 5 c ,,-
CONTRACTOR/PROJECT NAME: 'b C L
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: Fire Department:
V" O
Public Works: ,.yz'
0
Zoning Department:
Utilities/Cross Connection:
E
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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.
S. 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.
S. 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 to
Engineering and Pla
Thanks - Chris
rVYT pleted with nt wo;e-kmay call the Dept. of
Ing I you requirme to complete theses items.
FASHA ENG1Development RevievMftst ApprovahCertificate of occupancy120001121antation lakes
flnal.sos.wpd
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: 0 -1 8
ADDRESS: 1)q-T)0AJ 1,465-5 Cjr4
CONTRACTOR/PROJECT NAME: bC L_ The
Building Dept. Has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been
denied. Your prompt attention will be appreciated. Thank you.
Engineering:
Public
Works: Fire
Department: Zoning
Department: Utilities/
Cross Connection: 9
L
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: U '! g •.(
ADDRESS:%
q el -1
TjgT)0N Lfitec- s Cmr
CONTRACTOR/PROJECT NAME: b C. 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 Building
Dept. To sign off on the C.O. or submit an addendum if it has
een denled. Your prompt attention will be appreciated. Thank
you.
Engineering:
Public Works:
Fire Department:
Zoning Department:
Utilities/Cr s SopaqSti,nC.O./L1Sr°
otquest Received 4/101 2 e w _To U614 Inspector 'CO-9 1A s rs
INITIALS DATE
Utility Inspector's Final __ 1'w___ _!IA0Q
FDEP Clearance - Water _______ __
FDEP Clearance - Sewer __________ __ ------
City Services Easements ---- _---
Mointenonce Bond (10% - 2yr) ____ ____ ___-------
Other--------------------------------------- C
Sz) Sal -WO dId
A". yoo `
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CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING
DATE: iL 91
ADDRESS:'"! I c`> T )q -7- 1 OAJ (,W ter S (-1 e
CONTRACTOR/PROJECT NAME: )b . I( —
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/Cr o ntioC.O./C.C. CHErV, t < n*:-
quest Receivcd 1*/-V- en _To Utility Impector
INITIALS DATE
Utility Inspector's Final
FDEP Clearance - Water __________ __________
FDEP Clearance - Sewer ----------
City Services Easements __________ __________
Maintenance Bond (10% - 1yd __________ ----------
Other-------------------- --------------------
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: U '(8 -.06
ADDRESS:
q q - 1r-n7
TO T) OPJ LAtee- S C Ile CONTRACTOR/
PROJECT NAME: b C C_ The
Building Dept. Has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has beendenied. Your prompt attention will be appreciated. Thank you.
Engineering:
Public
Works: Utilities/
Cross Connection: Fire
Department: Zoning
Department:
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: 0 --1 8 - 06
ADDRESS: 1
q ci -15% -
O7JON tWaS C i f
CONTRACTOR/PROJECT NAME: b C L
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: X.
IFED&AMMVMi1+V,
7 /1 INs/.VW. ,
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y am ' .. .. NATIONAL R006111 lf RNCE fRY Y J7. 4W1.
ELEVATION CERTIFICATE
hisimta tt: Read Wa in Wiellora on OWN I.7.
I wllSanford FL 34771
lot she ebex M OM. FOR ft NWrW. 1,00 001101011M W-)
SECTION B - FLOOD INSURANCE PATE NAP (FYIM) INFORMATION
00 I E - I - 14/ Iffl! I EFjff l EV W DATE I ..rM I (Ions NAuss depth of eoodig:
B1a Iodate ow soul= of the Bess Flood Elevation W11 data w bass food depth aoasd in B9.
U FIS Naft (Q FIRM U Com A* Detrinieed U Other ( UCft):
B11. Indate the elevation dawn used for the 8FE tit Bit: QQNM 192E U NAVO /9ff U Ofrer (Oewibe)
812. IS the bui ft located ins Cads) 8anler Resaxees System (CBRS) use or Otlwwbe Pmleeted Ame (OPA)? U Yes ONO
Oftinallon Osta - .
SECTION C - BUILDING ELEVATION INFVRmATWN (SuKvh:T KCYuhKwl
C1. Buad'n9 elemadons we based on: (_JCW4#uetkn Orswtn9s• UBuildbg Under Consuuotlon' apinisheil Construction
Anew EMwtison Crtifatylll bo m*dmd when Consbhrebn of tls b Compete.
C2. Buildrg Oipmm Number (Select the lwfdbg dWsm most Whiter m the bjU g fa which this artdiwe is bdbg Completed - s•
pages 8 and 7. K no diegmm stxvraw)r Mp au is the bft9• pm" s sketch or phdogmph.)
C3. Elevations - Zones A14M. AE AH. A"SFE). VE. Vt-V30. V Oft 9M. AR. ARIA. ARIAE AFdA1J130. ARJAK ARIAO
CnoM dens C3a i below s000rdbg to tls b JMV degrsm speodled in Ilan C2 Stets tlhe daaorh used K tlha datum b dlfahmt frarrh othe
deem need for the SFE in Section B. Convert the deaaa to to wed fat the BFE. Shaw fell measurements Will demo Corwasbn atadmioa
use"specie pwMW or On Carmnenis aree *ISection 0 or sewn G. a appooprlde, to dowwdtlhe datum Coeve * Datum
Elevation
re%Mm mark used Does the el 40M reWe na mark used appear on the FIRM? CY
a) Top of boltom four (nC1114 g beseRknt Of endosum) 61 I9 JL k(m) O
b) Top of next Myna hoar 64.1 A R(m) O
C) Boom of tow" horiearhld stnrM" member (V zone onyx) __ • _ IL(m) } O
d) Attached 9usge (top of stab) — R(M) ; O
e) lowest elevation of madhin" and or s servicing
the badldn9 --- — IL(M) 0
4 Lowed e4eant grade (LAG) 615 8— A(o) O
9) Highest sd)aaent gmde (HAG) Art IM _WQM) O
h) Na of pennenent openings (food vents) within I IL abow AOCW 9116 O
0 Tow ems of of permanent openings (food vent) in C3h W in. (sq. on) 0-
Yes
U 1 This
a9licetion a to be signed and seated by a leM shrMv. erWm. or SMIMd OAIW ue otr Will to CUM emvasoo mUMM"wL I ,
y as Wmislon in Seq oru A B, and C on fus artlfcete rel MM& my best efl u to irg" at On dots svabW. I
undsrsbnd 00t SAY f4bb ahahm92!T1 w 0wislislile OY IN orkw s~ ror 18 U.S. COk Section 1001. tERTFtEMNAM
Wilt tmE_Burkett,P.E. LIGMEta
36043
TITLE
CW--- ANMWE tt PresidtntYpp A-DM--
W—150 A. Change Ave $te. 1501 _ .„. ••„_ Orlando STATE Fl
2J - - 32801
IA-M hoot MU of UM eehrotan Cedkeb for (1) comewdy dkK M hwancs agenyoompmy. and (3) bufidlrhg owner.
COMMERrs Slab of bldg is stepped; bottom slab elevation 62.19; adjacent grade elevation 6 1. 5
middle slab elevation 64.16; adjacent grade elevation 63.5
top'slab elevation 66.19; adjacent grade elevation 65.5 I) Check hate H alfaatnhentr
SECTION E
For Zone AO and lone A (wilhoW BFE). complete Items E1 tuough E3, Il09 Elwadon C 1111: Es Is Wended forum as supper"
bdbmv4bn Ave LOAM orLOMRF. Setlroe C mattbe oarrpkted
Et. BuMV OlWam Manber.3 (Sekq the btrlBtp dipram mat slm1ar to the buBdap forwhkh tfhis ceAi6cats le thebhg completed
we pages 6 and 7. M no dl W m so tn" represent the WA ft. proside a sketch or P pR)
E2. The lop of the bosom boor (-,ducting baswwd or w domn) of the bd ft is I I l fL(m) I I fn.(cm) U above or U below
clhedc ace) tho hoo upcent trade.
El For Zone AO wtl r. urn flood deott nun" b available. k the top of the bottom Boor elevated In aowrft oe with the community s
loodMaIn ehaneow" ordinance? U Yes LANDNo "Urftwft The but o16oW must au* this kftm min Sect m G.
The pnopmly owner or ohsne * eAwt:ed 4pMsWA*'e who =mpleta Secdwe & S. and E for Zone A (without a FEMA-la ued or
BFE) er Zone AO no sign hens.
PROPERTY 5 OR OWNEn AUTHORIZED FIEPRESENrAM s MW
ADDRESS MY STATE ZIPCODE
SIGNAME DATE TELEPW)NE
COMMEWS
SECTION 0 • COMMUNITY IMF
The local allidal who Is Mated by lew or wd ww to admk*W the eommun itf s Aoodplam management ordinance can complete
Sections A. B. C (or E). and G of oche Elevation CoWa ta. Complete the applable ttem(a) and sign below.
G1. U The k f madon in Section C was taken from *4 dwmentallon that has been signed and embossed by a licensed swveyor.
engineer. or ardut d who is audio ted by site or local law to car* elevation Wwm@Wm (Indicate the sown and date of the
elevation date in the Comnknts area below.)
02. U A eomnuniy oftW eonhpieted Section E for a b lkIN b=W in Zone A (without a FEMMmied or conunwsAy4nued 3FE) or
Zoo AO.
G3. U The folowing infWWWn (Items G -GA is provided for =Woniy Aoodpi M management putposes.
ISSUED
G7. This pants has been issued (or: U New CwwlnnSion U Substantial knprovemeM
Gg. Elevation of 4"UNt lowest floor (ndudng basement) of Ohs balding is: _ ILO) O"Im'.
G9. SFE or On Zone AO) depot of t oa ft at the M"V site is: _ R.(m) Dew:
LOCAL OFFICOL'S NAME TITLE
COMMIAaTY NAME TELEPNONE
S047M DATE
COMMENTS
I I Check here N attachmem
CPUs P,mn At.'N a In 40 Pam AMR Al I PAMM to anITir ow
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 7
Dear Roberto:
This letter is to certify that on March 8, 2000, Sears Surveying Company performed a
field survey on the form boards for building 7. 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 7 is 66.19 (plan grade is 66.25), mid level of building 7 is 64.16 (plan grade is
64.25), and the lower level of building 7 is 62.19 (plan grade is 62.25).
Respectfully submitted,
Donald W. Bishman, PSM
Vice President
315 N. Ferocreek Avenue • Orlando, Florida 32803 - (407) 897-6220 • FAX (407) 897 6219
eL.D(, XI
CITY OF SANFORD, FLORIDA
PERMIT NO 75 % DATE l ll y
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME kr'"4^' 125" '°.gyp e-r
ADDRESS OF JOB 7 DO A4 L-"r iJ 1-4KdS Ga fi _
T1h, NouF
PLUMBING CONTR.,#1-Um44:f-t!f- Res. _ Comm. —
Subject to rules and regulations of Sanford plumbing code.
Qa..:dew:.l • I Nambw II Amount
Alteration, Addition, Repair !
I
New Residential:
One Water Closet 1 20 I 00
Additional Water Closet 8
Commercial:
Fixtures. Floor Drain, Trap
Sewerr
Water Pipin
Gas Piping
I
Factory -built housing
Mobile Home
Application Fee
AD
WGnimum rnmmorrial Permit' SAS _ nn Total I 1'
WSW plumber
COMPETENCY CARD NO
q 6f- )331
ALTMAN Di-wi.-.OPMENT 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 #7 (7100 Plantation Lakes Circle, Sanford, FL)
To Whom it May Concern:
Attached please find our check payable to the City of Sanford representing a "pre -power fee" for
the above mentioned building.
Also, please be advised that Plantation Lakes Ltd., as Owner, hereby agrees not to occupy
and/or operate the above mentioned building until such time as a Certificate of Occupancy is
issued by the City of Sanford.
Should you have any questions, please do not hesitate to contact me.
Sincerely,
PLANTATION LAKES, LTD.
By: Altman Development Corporation
Its general partner
Goodfellow,
p:pniks/city-occupancy.doc
President Construction
2201 Corporate Blvd. N.W., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
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PERMIT ADDRESS 7100 Plantation Lakes Circle (B#7) PERMIT NUMBER
Total Contract Price of Job $869,882 olt1ayr3Total Sq. Ft. 33,457
Describe Work 3-Story Multifamily Apartment Building
Type of Construction Wood Frame Flood Prone (YES) (NO) X
Number of Stories 3 Number of Dwellings 20 Zoning PD
Occupancy: Residential X Commercial Industrial
LEGAL DESCRIPTION See Attached (please attach printout from Seminole County)
TAX I.D. NUMBER 32-19-30-300-0110-0000
OWNER Altman Development Corporation PHONE NUMBER 561 997-8661
ADDRESS 2201 Corporate Boulevard, NW, Ste. 200
CITY Boca Raton STATE FL ZIP 33431
TITLE HOLDER (IF OTHER THAN OWNER) Ira William Southward Trustee_
ADDRESS c/o James A. Hattawav, Esq. P.O. Box 633
CITY Orlando STATE FL ZIP 32802
BONDING COMPANY
ADDRESS
CITY
N/A
STATE ZIP
ARCHITECT Cline Davis Architects, P.A.
ADDRESS 414 West Jones Street
CITY Raleigh STATE NC ZIP 27603
MORTGAGE
ADDRESS
CITY
LENDER N/A
STATE ZIP
CONTRACTOR u PHONE NUMBER g.3
ADDRESS ST. LICENSE NUMBER Cff
CITY STATE ZIP
t** • **:***• ******wwww*tt*w*w*tr*******+t*tr,t****trtr***tr***trtr+**tr**:tr**********
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certif y.that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agencies, or federal agencies.
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL
THE REOUI NTS OF FLORIDA LIEN LAW, FS713.
ignature of Owner/Agent & Date Sin
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John R. CnndfP11nw
Type or Print Owner/Agent Name T
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Signature of No ry & Date S
OfficialVeal)
NOTIFY THE OWNER OF THE PROPERTY OF
300 z
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Ft ure of Con ractor 6 Date a '<
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or Print Contra for amWeA,,-xer
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K1 RikiNABLEY
J0e1le" Schafer NOTARY PUBLIC, STAM OF FLORILT
My Via^ CC789000
W,ea n*w8.2002 MY COMMISSION # CC47642
L 15
EXPIRES: June 26, 1999
Application App ,ed BY: Date:
FEES: Building Radon MT2Police 39.(V Fire 1,185.40
Open Space 45tia.2n Road Impactl-% - Application i_b.hQ
PERMIT VALIDATION: CHECK C.+SH DATE BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
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THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
LEGAL DESCRIPTION
PLANTATION LAKES
PHASE ONE DESCRIPTION
THAT PART OF THE SOUTHEAST-1/4 OF SECTION 32. TOWNSHIP 19 SOUTH.
RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS'
FOR A POINT OF REFERENCE. COMMENCE AT THE SOUTHWEST CORNER OF SAID
SOUTHEAST 1 /4; THENCE RUN N00V3'48'E ALONG THE WEST LINE OF THE WEST
1/2 OF SAID SOUTHEAST 1/4 FOR A DISTANCE OF 82&04 FEET TO THE POINT OF
BEGINNING` THENCE CONTINUE NOO'03.'48'E ALONG SAID WEST LINE FOR A
DISTANCE OF 1872.28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF .
RINEHART ROAD; THENCE RUN N6912'12'E ALONG SAID SOUTHEASTERLY RIGHT
OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THE SOUTH RIGHT OF WAY LINE
OF HUGHY STREET; THENCE RUN S89'45'490E ALONG SAID SOUTH RIGHT OF WAY
LINE FOR A DISTANCE OF 265.70 FEET: THENCE RUN SOO'32'03'E FOR A DISTANCE
OF 924.90 FEET: THENCE RUN S12VO`03'E FOR A DISTANCE OF 440.00 FEET;
THENCE RUN S89'45'49'E FOR A DISTANCE OF 566.52 FEET TO THE EAST LINE OF
SAID WEST 1/2 OF THE SOUTHEAST 1/4. THENCE RUN SW32.03-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 S11'42'43'W FOR A DISTANCE OF 272.03
FEET; THENCE RUN N89'45'44'W FOR A DISTANCE OF 375.22 FEET; THENCE RUN
N55' 52'02'W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 30.937 ACRES. MORE OR LESS.
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CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERmt'P
PERMIT ADDRESS 7100 PLANTATION LAKES CIRCLE BLDG #7
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PERMIT NUMBER
Total Contract Price of Job $11,468.00 Total Sq. Ft. 33,500
Describe Work INSTALLATION OF ABOVE GROUND AND UNDERGROUND FIRE SPRINKLERS SYSTEM.
Type of Construction WOOD TRUSS Flood Prone (YES) (NO)
Number of Stories 3 Number of Dwellings 20 UNITS Zoning
Occupancy: Residential X Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER DCC CONSTRUCTORS, INC. PHONE NUMBER (407) 834-3300
ADDRESS 355 C.R. 427
CITY L01gr.W(ll)n STATE FL ZIP 32750
TITLE HOLDER
ADDRESS
CITY
IF OTHER THAN OWNER)
N/A
STATE ZIP
BONDING COMPANY _ N/A
ADDRESS
CITY STATE ZIP
ARCHITECT
ADDRESS _
N/A
CITY STATE
MORTGAGE
ADDRESS
CITY
LENDER N/A
STATE
ZIP
ZIP
CONTRACTOR —DELTA FIRE SPRINKLERS, INC. PHONE NUMBER(407) 328-3000 Ur 142
ADDRESS 111 TECH DRIVE ST. LICENSE NUMBER 749740000190
CITY SANFORD, FL STATE FL ZIP 12771
Application is hereby made to obtain a permit to do the work and installations as
i,,t3icated. 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.
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Signature of Owner/Agent b Date S nat a of on ractor b Date 0t3 1<
CHARLES W MONT nMF.RY
Type or Print Owner/Agent Name ype or Pri Contractor's Name e
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Signature of Notary b Date ignature of Notary b Date
Official Seal) Official Seal C_
KAREN M. BINNER
MY COMMISSION M CC 823331
EXPIItES: APri14. 2003 T
pp3ppTApY Fla NOtetY Serra 8 BonOmO Co t
0 C ,
Application Appr ved.BY: Date:
rr
C
FEES: Building Radon Police Fire M '
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 I
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: PERMIT #:
BUSINESS NAME: /n 11
ADDRESS: G • U/L
PHONE NUMBER:
PLANS REVIEW ' TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM7 rrS
AMOUNT $
COMMENTS:
Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford,
Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire
Prevention before any further services can take place.
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 SanfqWFloy4a.,
Sanford Fir revention Aprnts Signat
10
Fos Pralection bp Campm Olio
1
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name PLANTATION LAKES
Building `y#' 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
c
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
i
r
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
Summary C-Factor Used:
Psi Required 46.32
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:
CI -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: 53.561 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
FLOW ( N " 1.85 )
omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA
1600 1800
Hydratec Page 3
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C„ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 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 Pipe ,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 0.884 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 = 0.158
C11 2.003 8R 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
Hydtatec Page 5
PLANTATION LAKES Date
s
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 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
i
o
Fee Pi an b! Cewda Oman
Hydratec
Inc.
Route ill
Windham NH 03087
Job Name : PLANTATION LAKES 500G V7
Building :1 0 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
Y
S
T
E
M
D
E
S
I
G
N
Type of Calculation. ( )NFPA 13 Residential (X)NFPA 13R
Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
Other
Specific Ruling Made by
Listed Flow at Start Point - 13.5 Gpm
Listed Pres. at Start Point - 23.2 Psi
MAXIMUM LISTED SPACING 20 x 20
Domestic Flow Added - 45 Gpm
Additional Flow Added - Gpm
Elevation at Highest Outlet - Gpm
Note:
NFPA 13D
Date
System Type
Wet ( ) Dry
Deluge ( ) PreAction
Sprinkler or Nozzle
Make GLOBE Model JN-LF
Size 1/2" K-Factor 2.8
Temperature Rating
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
JL
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 03067
1800
Hydratec Page 3
PLANTATION LAKES
Hyd.
Date
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 iP 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
C1 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
C1 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
Cil 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 1S0 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 1Z 6.482 8.000 32.711 32.711
to 150 1B 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 Ill Windham N.H. USA 03087
Hydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
HASR 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 4L 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 111 Windham N.H. USA 03087
It
Fee Prokction by CsmpLda DeAm
Hydratec
Inc.
Route 111
Windham NH 03087
Job Name PLANTATION LAKES COG ir-1
Building "1 A 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 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 #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: ( )1 ( )2 ( )4 ( )
Other
Specific Ruling Made by
Listed Flow at Start Point - 19.5 Gpm
Listed Pres. at Start Point - 12.12Psi
MAXIMUM LISTED SPACING x 130
Domestic Flow Added - 45 Gpm
Additional Flow Added - O Gpm
Elevation at Highest Outlet - 30 Gpm
Note:
NFPA 13D
Date
System Type
X) Wet ( ) Dry
Deluge ( ) PreAction
Sprinkler or Nozzle
Make GLOBE Model JN
Size 1/2" K-Factor 5.6
Temperature Rating 155
Calculation Gpm Required 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
Page 2
Date
Pump Data:
DI -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
FLOW ( N ^ 1.85 )
omputer Programs by Hydratec Inc. Route Ill 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
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
C11 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' Pt 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 =
C1 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' Pt 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 1P 3.000 134.500 9.255 Vel = 5.902
C8 0.884 1P 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 1P 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 1B 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 4L 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 Page 6
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe' 'Pt Pt
Ref. „C„ or FtngIs 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 Ill Windham N.H. USA 03087
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
2
DATE:L71e5VIPERMIT #:
BUSINESS NAME: &o-5
ADDRESS! 71oo
PHONE NUMBER:
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ J C
COMMENTS: zmf fi/%
v
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 I will comply
with all applicable codes and ordinances
of the Cit of Sanford, Florida.
Sanford Kre evention Applicants Sikftdture
IIdr. * a,7 ,-rAk--r
CITY OF S AlNFFORD ELECTRICAL APPLICATION
j
PERMIT NO. 'G b" "I J D DATE:
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:
I %
OWNER'S NAMEA;t-1haA)
ADDRESS OF,IOB:/f"•" ""`- " 'T i
4"AifEms, CONTRACTORS S S NON-RF'S
Subject to rules and regulations of the city electrical code:
By signing this application I am stating I am in
is SYJ,*e,0ft Ivi a
0uI d4C4 /`•'% i •/
nppncani-s a gna ure
EF
l , / ,,
Gboio?'?
t 6 f '- States License#
J u V0j u c_ 31 33V
FPCIN :SILEI-IT I41•1IGHT 612 4'a7 F•1, 1333.0?-15 17:13 #244 P.02/e3
Model SK-4224
4-7on entional Fire Panel - im
A flexible, powerful, cost-effective panel for
fire protection applications
The SK-4224 Is a 4-Zone 24•voll ronvenhon:ll frro Ilnrn: panel :vah a powerful feahrre set thit mates it the most
flexible, easy to use fire control panel available
The SK4224 has a 2.5 amp ?4 vUC pLywor.upl:ly, dt-firsitrd alarm and Ifouble relays, (cur Class 8 Style 8
inputs and two 2 5 amp Cla93 0 Style Y outputs. These ran be crogrammed to overate as two Clasr. A slylP C
inputs with one 2.5 amp Class A Style Z outout :viien glass A of;era;ion is desired The panel also features an
innovative notification expansion input thAt allow-3 the 'SK•4224 to act as a 2.5 amp ADA notification expander!
The SK-4224 is a class leading control panel that provides a cos; effective solution to your ire control needs
j D Model SK-4224 Features
4-Zone Conventional Fire Panel Dour Class 8 Style 8 iritiation zones
The Silent Knight SK-4224 (or they can be programrriod to be
provides clan; A and 8 operation, two Class A SlylN 1) zones)
2.5 amns of notification power and Two Class 8 Style Y power limited
dedicated form •C'* alarm and notification rlrcuits ralf-I 2 5A each
trouble relays. (or they can he pr,gramrre-d to b-!
Programmable features for zones
include alarm verification and
enhanced' v9nficalion, Itiat allover:
pull stations to bp recoyrtized
instantly on smoke verification
ones. Zones can also be
programmed for zone type (alarm
of supervisory). and water flow
delay (30. 60• or 90 seconds).
Notification appliance circuits can
be programmed for silenc:ng or nn
silents and for AINSI or steady
output.
The on -board annunciator I-, P.asy
tc use and provides LED indication
Of alarm, supervisory and trotibiP
conditions by zone as well as
system status.
One Class A Styoo Z circilit)
2 SA power cvvDiy
0e:liC9lnd nlgrin and troub!P relays
Awtiliary pouter olAr it rale-1
al 5.A
Alatin varlfrcatlorl fealtira
Ennancerl verirican-rl foalW4 plluws
Gnnel to inslslnlly mrogni?e pull
slallons in smoke veriftc;ltion zones
Plvg•in c0_r-tiruni;:alr)r accessory
fits In saotrlet
C;ompart rahtrtal ha:;?c lip t0 tw,)
7 Q AH batteriee
Notiricallor appliance circuitr
Progtaoinr eUe for ANSI or steady
output
011e Person walk Tsiv ro?tutu
UL 864 lisl4d rrwnr;lieq ,&ilh NFnA
72 and K'l
Model SK-4224
Specifications
Ptirra7 AC
11" Yrnt! 'a 60 HZ Ord?i P/N 4224
13 Yrnte Ql Sr., HZ Order P/N 477JH'
imil Acceacory 2 5A
t cad
Urmensions Height* 15 1:8'
Width 17 13rt5-
oepth 3 3r8'
Color Red
MP Switch proorarnrnohle SILENT
No programm-nq s0ltwar4 7r nperial KNIGHT
Inols reouired
Approved for use as an AOA.
notification poAei' supuly exparivre
ALARM
INDUSTRY
PRODUCTS
FIRE ALARM
STATIONS
N Non -Coded
Pull Lever, Break Glass Type
Simple. Positive Operation
N Single or Double Pole
N Single Action
S UL Listed
WARNING: These devices will not operate without
electrical power As fires frerluenlly cause power inter-
ruptions. we suggest you discuss further safeguards
with your local fire protection specialist
DESCRIPTION
AIP Non -Coded Fire Alarm Stations Are risoapd.
attractive units that are designed for easy and eco-
nomical installation All seaports can he eilhpr flush
or surface mounted For flush nlourlUng. 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 Of No.
A1170 0r0
Easily Recognizable — All SlAhons are pasilled In A1170 SPO
durable AIP lire rod
A1170A OPO
Single Action. Break Glass Initiating Stallorl. A1170A•Sr0
Choice of Field Connections -• Cal No Al A139150 --
series have screw terminal: Cat No A1270A series
hive G Inch wore leads A1170 GLO
Switch Contacts field Connections
All Normollr Open Screw Term Wire Leads
t)ouble Pole X
5o,obte Pole __.X
Single role X —
Steel Box for surface mounling -
Glass Replacement nod (20 per boxl
OVERALL DIMENSIONS AND MOUNTING
7
f LLCASEOr
lne
Ito
rINISH BIGHT rinE ALAn4 neo
ELECTRICAL CHARACTERISTICS.
OPEN CON ACTS. RATED ) AMPS
AT 12SV AC.0 )S AMPS A IJSV OC
64) NAI
t" . 1•
1)SI (JSI
AI)10 SPO A AI210A Sr'O •
AI2100110 A1210AG1'O
ISCIIEw TERMINALS) MORE LEADS)
r LUS I MOUNTING UNIT TITS I-
SO PDX i PLASTER COVER wltN
SINGLE GANG OPENING IIAVINO)
AN OVERALL MIN OEP 11 Or 2'/.-
01)
3,',- OOLIPLE n O S
1101 -- ron ;t,- 4 Y. coNDU1r
Iy TOP t not IOU
Mtn. IJSI \ 1
4
fi
1
Mt0
11I
q
d I
Ie OIA.
te
4•MIG. HOLES Fes---)%•- 1re) _
AI)0)S0 STEEL BOx
SunrACE UOUNIING
01Yi NSIONS ANO INSIALLATI4N
OA I A On NON. COOEO S 1 A I ION4
Ir) rE 0....•np0^. P .n .nCMa ono Imdhm 0.•..1 $MC.I.e 01.0n0 9.111I•e1 10 CIHnO• w 0hMd ng1.f•
ALARM INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032
COPr R1PII1 1.60
AIn.A tS1R01
rlEG— 10—•?7 1•1EV t Z: : _ - PM : e•ab,•di, eae >e -_ .., i * •r 407 :;29 40?•? P. 43,1
INSTALLATION AND MAINTENANCE INSTRUCTIONS
2100(A) and 210OT(A) Photoelectronic
Smoke Detectors
speel/lcatlons
Diameter: 5.5 Inches (140 nnm)
Height (including mounting bracket): 1.7 Inches (43 mm)
Weight: 5.3 ot. (150 g)
Operating Temperature Range:
Operating Ifumidily Range -
Latching Alarm:
Heat Sensor (Model 210OT(A) only)
Electrical Rating$
system Voltage
Maximum Ripple Voltage:
Start-up Capacitance.
Standby Current:
a TEW
A dlvisi0n of PRoway
3425 Ohio Avenue, St. Charles. Illinois 60174
1.800•SENSOR2. FAX: 630 377.6495
Model 2100(A): 320 to 120°F (00 to 50-C)
Model 211)OT(A): 329 to 100°F (00 to 39°C)
10% to 93% Relative f tumidity. Noncondensing
Reset by momentary power Interruption
135°F Fixed Temperature Electronic Thermloor
Nominal- 12 or 24 VDC
Minimum* 8.5 VDC
Maximum: 35 VOC
30% of nom. voltage (peak to peak)
0.02 )iF maximum
Sit pA maximum
Alarm Ratings. 4.2 VOC minimum at 10 MA.
G G VOC maximum at 100 rnA.
Alarm current must be limited to 100 mA maximum by the control panel. if used, the RA40OZ(A) Remote Annonclaitir
operates within the specified detector alarm currents.)
Reset Whage: 2.5 VDC jninimum
Reset Time: 0.3 seconds maximum
Start-up Time: 30 seconds maximum (after 60 second reset)
wom Installing
Please thoroughly read System Sensor manual 156.407.
Culde for Proper Use of System Smoke Detectors, which pro -
Odes detailed Informallon on detector spacing, placement,
zoning. wiring. and special applications. Copies of this
manual are available at no charge from System Seltsor. (For
installation in Canada, refer to CAN/ULC•S524•M91. Sran-
dard for the Installation of Fire Alarm Systems, and CFC
Part 1. sec. 32 )
NOTICE: This manual. should be left with the owner/user
of tills equipment.
IMPORTANT This detector must be tested and maintained
regularly following NFPA 72 requirements. The detector
should be cleaned at least once a year.
General Description
Model 2100(A) is a 2•wite photoelecironic smoke detector
that uses a state-of-the-art optical sensing chamber. This
detector I9 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 -temperature
135°F) thermal detector.
Installation of these detectors is simplified by ttie use of a
mounting bracket and a plug-in screw terminal block that
can be prewired to the system, allowing the det0or to be
easily installed or removed for cleaning. The detector's sen-
siticiiy can be tested in place using the M00400R Test
Module. An LED on the detector provides a local visual in•
dicatlon of the detector's status If power Is applied to the
detector, and it is functioning normally in standby, the sta-
tus LED blinks every ten seconds. The LED also latches on
to alarm.
Models 2100(A) and 210OT(A) feature a visual indicatilm
that maintenance is required - if the sensing chalt her drifts
out of its sensitivity limits, the LFr) ceases to blii&
The defectors also include an output that hilows an
optional Model RA4007,(A) Remote Annunciator to be
connected.
020014 00 1 ISr• 710 a7
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 NIIARKINGS
MATCHING HORNS
2-GANG BOX MOUNT. UNIVERSAL MOUNTING PLATE
SYSTEM
OUTDOOR OPTION
Fire alarm homistrobe operates from'_4 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 HonvStrobe Output (low setting measured at 10 f.): 96 dBA (peak
signal and does not require external synch -control modules. A anechoic). 33 dBA (average anechoicl: 76 dBA (reverbereno
moveable jumper provides a choice for high (97 dBA) or low (91 See Notircation Appliances - Introduction for Minone signal
dBA) output.
application and strobe performance characteristics and specifications
The horrustrobe is listed for indoor and outdoor installations. A = 1 2
AWG terminal block is provided for connection to signal circuit end
all motels mount
6
standard North American 2-imnu,
electminimum2-3/4" (69 min) Jeep. The plastic Font plate has
attractive textured finish. The synchronized strobe is suppli i
FIRE" (wall orientation) as the standard lens markim_. Color-
matched surface boxes. horns. and other audibleivisible stunals are
also available.
Horn Current Draw- 40 mA (high-output)/17 mA (low-outpuU'rcu 14 (
VJc -
HoNStrobe Output (high setting measured at 10 li.): 102 dBA
peak anechoic): 97 dBA (average anechoic): SS dBA Ireverbereni)`J
Cat.
Number
INT-5AT
INT-SA
INT-7AT
INT-7ATW
INT-3AT
INT-3ATW
INT-BAT
INT-BATW
Description
15 cd Temporal Horn/Strobe (synch). Red
15 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 (synch). White
HORN and STROBE FIRST DEVICE
ON SAME CIRCUIT
Horn/Strobe Horn/Strobe
To UVULC Listed
Fire alarm Control H- H-
Panel Signal Circuit H H-
Note 1
S' S To Next Device
or EOL Resistor
HORN and STROBE
ON SEPARATE CIRCUIT FIRST DEVICE
To UVULC Listea - To Next Device
Fire Alarm Control HorNStrobe L.Norn/Strobeor EOL Resistor Panel
Signal Circuit+1 Note1H- To
UVULC Listed - S_ Fire
Alarm Control + 5- S. To Next Strobe Device Panel
Signal CircuitF or EOL Resistor Note
1: Polarity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition. tg
Integrity Mounting s
Accessories
COLOR NINI•(•III:I)TO SI(;NAI S
REIK()I II RIN(iS
Wliml1nwitO(H' IiOXI:S
Ill-I)IItI:CTIONAL FRAMES
INT-SR, -SII%V Surface lio\ - Steel hog lilt sill lace ntuonuntt .Illy
INT s ries signal. Use lie inihim apphcaliuns only.
INT-1414, -I410V Reu•rifit Iting -Sled syoare rIlig Il,r nanuuutt!
iv IN I' .dies signal w existing a",quarc dechic box I11a1 ate 1„„
shallow lu accepi device. Adds ahoIll I** depth I Ise Im indooi
applicaUor s only.
INTAV11, -\VBW "'vatherprool Rol - Casl <teel hos li r <Ili lace
motrnung any su ieble INl• series signal nt ail uuiduur application
IN'I=B1)f,-131)F%V Iti•dircrlional t\Inunlin} hraec - SIM
mounting frame allows Iwo IN I• sclics signak it) be installed Iwav:F
whack Ideal Ibr long curialoi -ipphcaliow, fur ind,inr Ilse only
INT RR
INT BDF
Cat. Number Description
INTSB Surface Box - indoor, Red
INTSBW Sur lace Box • indoor. White
INT RR Retrofit Ring • Red
INT RRW Retrofit Ring - White _
INT WB Weatherproof Box - surface, Red
INT W8W Weatherproof Box - surface, White
INT BDF directional Mouthing Frame • Red
INT BOFW Bi-directional Mountie Frame - White
43
INSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF4(mmao ELECTRONIC SIGNALS
WARNING: Installation is to be done by (lualified personnel who have thoroughly read and understood this
installation sheet and the amompaoyil g General f'ioduct Waminy and, Limitations Document #544111.
SPECIFICATIONS AUDIBLE APPLIANCE: Listed Voltage Range 20.31VDC or VFWR
Signal Type: Steady or Tempoml/Selerlable Cmicol 15 mA. @ 24 VDC R VFWR
SPL @ 24VDC at 10' oil axis 92(I0 steady nr It-mlimal 10-25 mA 20-31 VDC
UL reverberant room rating
83dn at 10' 20VDC leady, 79 (In lemporal Onits for indoor use only ((1'C•49'C)
84dD at IU' 24VUC: steady, 83 dl3 I(!n pural- _- _ _ __ ___ _
See visual specifications for strobe currents & intt!nsities on page 4.
6310 MINI -HORN (Fig. 1) (,) t; 12 - 1 1/4
1 Configure horn for temporal of steady tong•
see fig 4A)
2. Connecl wiring (see fiy 4)
3 Mount the Mim-Horn to the smigle. gang box ' `.Y ' Fig. 1 (6310)
with the two # 6-32x 1-1/4" screws
4 Test Imit for proper operation
y (
1
6311 MINI -HORN (Fig. 2) '
1. Configure horn for lempmal or slearly trim ('
r 17 x
see fig. 5A) d/ (
i1/t" i IPYJG
2 Pull the wires hom the outlet box through the (; r h '
large opening m the adapter plate
x r" (• '
3. Mount the adapter plate to the electrical hoc.
using the appropriate screws provided. Makinu OR
sure that the adapter plate is rnaunled in the (2) r 32 x
llpflglll p05i11a11. (Note: Wllell IlSlllg a 5111(jle <• (,) OR
yang outlet box make sure to list' the holes . ,,,r 1 L
labelled "single gang'.) r,r,r,,,,e
i
4 Connect wiring (see fig. 5). "'`'" • . ', I
5 Mount the grille on to II e adapter plate by first `V
C
engaging the two sluts in the bottom of Ile orillh ;1 Fig. 2 (6311)
with the two tabs io the bollorn of the a(1;:I)
6. Test urn) for proper operation
6312 MINI-HORN/STROBE (Fig. 3)
1 Configure horn for temporal or steady tone
see fig. 6A or fig. 7A.)
2. Pull the wires from the outlet box though file
large opening in the adapter plate.
3. Mount the adapter plate to the clechical box
using the appropriate screws provided. Making
sure that the adapter plate is mounted in the
upright positron. (Note. When u,in(I a
single gang outlet box make sure the use Ilse
holes labelled "single gang".)
4 Configure and wire the 6312 for either single
raprro,g
crrcur or sp 1 Inlrll- Iarfl s IU 1e %Ijm.1a tart
see fig.6 or fiy 7). (Note: Split operation ".
requires two separate notification circuits.)
5. Mount the ,grille on to the adapter plate by first
engaging the two slots in the bollom of the grille E
with the two tabs in the boltom of the adapter
plate Then use the # 6x1-I/2" self tapping
screw to attach the grille to the adapter plate
Fi Test unit or proper operation
l A >>
41 rj.3 2 :( 5'A
Fig. 3 (6312)
544441 RI:V I•Ara tit 4 nitnair.
NOTE. UNITS *10 BE ONLY INS'r'AI_LED IN A(:(:( )I?UAIJ(,E WI11I fI IF IJArIONAL EI r.(:rRICAI. (;001:
AND LOCAL ELECTRICAL_ CODES
DO. NOT LOOP WIRE, CUT WIRE RLIN IO PROVIUE.ELECTRICAL 5U1?ERVISIOIJ
IVIn1111:11s ale (le si(pied In acrrl)I do laryet Man 12 (1.1 wile
WIRING DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE
or1-rrMr01Rnl.
CONNECTED TO SAME. NU*rIFICATION APPLIANCE CKT.
err-sIEADY
l,n la la 1;;
Fiy
i utprnal iP,lRf.101 ,111I1111P1
tinrr_ wllr•.rl rl r•r:tiff(:
ir•MPORAI r'AI IrRil my
I IORN MV I I tip vowr m,I I
or ROM A t•1()r•1•rlli •' II•It:
ti/) r Iru:n 1 Ir )r•t n1 •rl !n r u .1
utrul r
r Pt 1M1 (.( )I I I R( )I 1
vvrvit II I•: w vi( (
AI.ARNI rOI AM I Y ::I I( t4Vf l
tioiirl(:AII()FIAI'1•IIAIit:l ,'I
1 rA%/r IUPo1rrR- tit
1.1 A(:F (. i RI IRr Atli)
At mono r 4I(_ tIAl ARr
I I,1,H'I•IlAir fill roof•
I=
t r tp-
I I
iti tor. < I firth r ati o, 1,1
I tits I I. I r:(tnr:,. mi I!I t(r
t ttiillr(:Trot Its A it(It) rill ':Itlt:
rot -Ili It AII(Irl AI•ri IAII('r. 1:1 I
t1QIF. WIIFftAIIDI1IIp':I,:t1A1 Atli)'.IRtsl11• AM vii(Itil1 Irl) 1ts^,Ar.•11'tI,Illllt A11,41AI'VIIAti, r, IP, 1111 t.ImPr111
RATING!St,O.lnitlAll(1WtsfMtUlnlr::Il:i•IAI AND "Ill,ill[ (•inwr111
I i(l G
um
WIRING DIAGRAM WIZEN 6312 STROBE AND ELECI'RONI(' AUDIBLE SIGNAL ARE
CONNECTED TO 1 WO SEPARAI E NU I IFICATION APPLIANCE CKTS.
Art- I rMroRAI.
orr-r,rFAOY t III III&II'r R•: (4ltilrm r
Alit) :I Pr ,III: ii—ti-i— •Altntr
Fig. 7n - _....... I
lempatal Sglncter ,lunryl^r
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GABLED & JUKETEU
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NOTES
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a
Battery Calculations
for
Plantation Lakes
Bldg Type 1
Device Quantity of Standby mA Alarm mA Tot. Device Tot. Device
Description Devices Per Device I Per Device Standby mA Alarm mA I
4224 Control Panel 1 125 250 125 250
4224 Notification Circuits (2 Max) 2 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0 ;
0 0 0 Q Q
125 1250
Auxiliary Devices (list all)
SmokeDetector 1 5 60 5 60 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 Other
Q i Q Auxiliary
Device Totals 0 i 5 1 60 Notification
Appliances (list all) 110cd
Horn/Strobe. - 4 N/A ! 2.59 N/A Mini -
Horn. 37 _ N/A 40 N/A 11480 0
1 N/A 0 N/A 0 U
N/A i' U N/A 0 0
N/A 0 N/A 0 Other
Q N/A 10 N/A Q 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
F-
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: 7100 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 I L
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,,`atiutside (wet location by definition NEC) must be listed for
that installation or protected according, tomfg. 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)
CITY OF SANFORD MECHANICAL APPLICATION
PERMIT NO. / 5 O' DATE: f 9
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQUIPMENT:
OWNER'SNAMEf T/yAN cl$a,
anneFs F.t t lb#7 7/AD La ia 7 a csC%2 to As
MECHANICAL CONTRACTOR:/7 C-7r-
RESIDENTIALy COMMERCIAL Subject
to rules and regulations of Sanford Mechanical Code NATURE
OF WORK yt
By
Signing this application 1 am stating that I am in compliance with City of Sanford Mechanical
Code. C)
Applica Signature C4c0
3,-,? 3ffa States
License#
CIT OF'SORD ELECTRICAL APPLICATION
PERMIT NO. DATE: I "
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:
OWNER'S NAME: IfYY rlI O•ml%, n
ADDRESS OF JOB: ,6()
ELECTRICAL CONTRACT f
Subject to rules and regulations of the city electrical
By signing this application 1 am stating I am in compliance it he City Electrical Code
Applicant's Signature
States License#