13100 Plantation Lakes Cir - 99-000754 (1999) (Plantation Lakes Apts) (documents)1151C)C> Pcft)+a4,ju) Lipic,
SUBDIVISION:
ZONE
CONTRACTOR
ADDRESS
PHONE #
LOCATIOI
OWNER
ADDRESS
PHONE #
PLUMBING CONTRACTOR
DATE
PERMIT' #" LOT NO.
JOB
BLOCK:
SECTION:
COSTS 1 '
SQUARE FEET: S2 1 45
FEES l MODEL•
Fcs- STATE NO. 090 OCCUPANCY CLASS:
FEE S
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR FEES
ADDRESS
PHONE #
MECHANICAL CONTRACTOR qe7 -S 1 (;
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS
FINISHED FLOOR
ELEVATION REQUIREMENTS )
ARCHITECTURAL APPROVAL DATE:
TYPE DATE OK REJECT BY
FEE S ENERGY SECT. EPI:
c-r-,- t,3 re-
CERTIFICATE OF OCCUPA CY
ISSUED # DATE: _—
FINAL DATE vw
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: -Cj - (O
ADDRESS: I ?O 1Q) 0 L6 e
CONTRACTOR/PROJECT NAME: I)C-C'
V I r, nt-A
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: t//
11"CQS Fire Department:
Public Works:_ Zoning Department:
Utilities/Cross Connection:
O y
G? r
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: Y -G-(j0
ADDRESS: L6ees
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. Thank
you.
Engineering: Fire Department:
Public Works: k_ 2,8 Zoning Department:
0. /? . vc>
Utilities/Cross Connection:
n,t u
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: - CI - 0
ADDRESS:. /,3PI c,-)es CONTRACTOR/
PROJECT NAME: J G The
Building Dept. Has prepared a certificate of occupancy for the above
location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has beendenied. Your prompt attention will be appreciated. Thank you. Engineering:
Public
Works: Fire
Department: Zoning
Department: t;,
e;i /00:f_pr o0 9:vp Utilities/Cross Connection: 'egio Utilitylnserto ----- IN
1AIS DATE a$,
U- E;.00 10 ,
Ree . 0O 5
5l q9 r'no2eG #.
4 cc--% I.!!
iiity Inspecior's Final ___T! Clearance -
Water Fi;
EP Clearance - Sewer __________ _ ____ City
Services Easements _ __ ___ Maintenance
Bond (10% - tyr) Other----------------------------------------
vo
f\JiP J
1lksla
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
l
DATE:
ADDRESS:I t (:j K
CONTRACTOR/PROJECT NAME:
IR
The Building Dept. Has prepared a certificate of occupancy for theabovelocationandisrequesting. 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. Thankyou.
Engineering: Fire Department:
Public Works: Zoning Department:
Utilities/Cross Connection: "
is .. — ... I
r•~t . 'r'r:: .;.` - ::. . -i --- -- ---- --- - --
l.•. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW RESIDENTIAL/APARTMENT BUILDING****
DATE: - C, -c7c)
ADDRESS:
CONTRACTOR/PROJECT NAME: C
The Building Dept. Has prepared a certificate of occupancy for theabovelocationandisrequestingafinalinspectionbyyourdepartment. After your inspection, please contact the BuildingDept. To sign off on the C.O. or submit an addendum if it hasbeendenied. Your prompt attention will be appreciated. Thankyou.
Engineering:
Public Works:
Utilities/Cross Connection:
Fire Department: Lll
Zoning Department:
L ez
FEDERAL.1111 fEDIC1f. i1/V r! ANNC O.RR iRNATIONALFLOODINStIiUNCEPROQRWpON ,rye 51. 2002
ELEVATION CERTIFICATE
Sanford FL 34771 _
PROPERLY OESCRIPTM (Lot ant 11" irimhbM To Pill Nwnber. LOO DaatptoN 010
SECTION B • FLOOD INSURANCE RATE NAP (FIRM) INFORMATION
Bt' i p to e i 19y "Ile nolem" B.FLATE
I0OW060 I E 1 4/ 1 IMY I t:f ffVAEVISED )ATE I ..X . I (Zone / pAwe epN dI ig:
810. In"te the a = of the Use Flood 841VAM (BFE) 60 or base flood depth a Is I in Bg.
TI
U FIS Pmft Qg FIRM U Cornmunily Oetandned U Other (Dmalee):
e/1. lnd cw tits elevation datum wad for fro BFE InBtt li'SI NGVD IOn U NAVO 1ff8 U 00w (Detvibe):
81L Is the ktft bested in aCoastal Surfer Resoacm System (CBRS) area or Ot wMn PWadM Mee (OPA)? U Yee tdNo
Desipmatlon Oste•
SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. eW" elevations are based oa UConswckn Orawin0e' UeWft under Constructor• UF6hf W Consbuo0on
A new Elevation Certi6esta"be required when coetbudion offro buadug is complete.
C2. Diagram Number (select the dagram most sunlar a the f dit for which this cerdkale is but completed - so
pages B and 7. I nodsgmm scauately wreu bthe bw1ft, provide a sustdh or photograph.)
C3. Elevations — Zones A1,A30. AE AN, A"BFE). VE V1430. V"BFE), AR. ARIA. ANAL ARIA1•A30. ARAAN, ARJAO
Complete Item C3aa below a000r" to the kA&g dagram o0e010 in Item CL Sto the delm used. If the datum bdRerar from
the datum used for the BFE in Section B, convert fM do= tothat wed for the BFE Slaw field measimnents and datum wriverdon
cafpletion. Use tiro apse pveided orthe Cormm ft used Semon0 or Section G. as appropriate. to domonenl the dabmm conversif
OaWm
Elevator relerenee mark wed Om to elevation rehaerha mart used spear an the FIRM? U Yes U 1
fc a) Top ofbotom floor (ihduding ffmurront orencowrs) 67.24 $, R(m)
O b) Top Of neat higher foor _ Mm)
O e) Bouom of lowest haraontst stnio" membe (V term only) _ f.(M)
O d) Attached guage (top of slab) — IL(m) 3
O e) lowest elevation of machinery andfor equiprneM
wvidrg the titifting _ k(m)
O Q Lowest adjacent grade (LAG) 665 . k(m)
O g) N•hghest adjacent grade (KAG) AA cn .-,f.(m)
O h) No. of permanent openings (food vents) wdhfr I A sbovs efsceht grade
O a Total area dd pennaneM Wrings (food vents) in C3h ___ 4 uh. (sq. an)
SECTION 0 • SURVEYOR ENGINEER OR ARCHITECT CERTIFICATION
Tnu cetitieatlon is to be signed and anted 1ty a lad skrveyor, erguhmr. Of WNW 81111horira0 by haw to ce * elevatior bfarrrrotfon.
fft* fret the ihlwAs on in Secure Al B, and C on Nis ce6f"ts reprasentf my Nest *fib* to kit prof the date avablife.
furhde wadNateny few tatemaktmnr be pknidieble byins orb odsorarrerht under 18U.S. Cade. Secon 1001.
CERTMICSHAME William E_Burkett, P.E. ucum NUMBER 36043
TM.E President Riatkell Fngin
COMPAW WME
ADDRESS 253 N. Qnuige Ai-.. Stq. I5(11 _._.. .•, Orlando STATE FL "PC- 32801
Al I
SECTION 0. S QR tCHRECTCERTgIC)QiOq jCDNTOiUEO) —
Copy both sides ofWe ElevaSotl COMM for (1) Comnwdty oAltiet. (Z) Nswonce 89010company. and (3) btM*q owner.
COMMEWM
SECTION E
For Zone AO and Zone A (witha it BFE). oaeplele Memo E1 through E3 ff dIe Qevatfan Cerbliafa & btterds0 tar Ise es supportirq —
irdbm elon bra LOW orLOW Sedan C must be aonT(otW I
E1. Buiditp Olegrailt Number 1 ('Select dire Oteld4q diagram moat $imu1ar to the build'rtgfortwltiN tldeoer6dkale ie t+eoq aanpleted
We pages 6 and T. Ufa dwgrata aoomat* rapmsemb the buMM. provide a sketch or photograph.)
Et The top of ote Ootlom Clow Qnck B q basement or endoswe) of the btaldrtg is I I I ft(m) i 1 rm.(an) LJ shove or U t elow
Neale one) the highest adisc eet grade.
E3. For Zone AO only Ifno flood depth number is available. is the top of the bottom door elevated in accordance with the Community's
floodom managernent tlydswtoe? LJ Yes 11 No I I Unknown. The lost official mud cat* ft idomna5on in Section G.
The properly owner or ownses autltaleed iepr4sentalhis who ownpletss Sections A. B. and E for Zone A (wftiw a FEMA+ssued or
c*rwmm ilt4uuvd BFE) or Zone AO must sign here.
PROPERTY OWNERS OR OWNER'SAUTHORIZED REPRESENTATNE•S NMSE
ADDlMSS- CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
I Check here d attachment
SECTION 0 • COMMUNITY INFORMATION (OPTIONAL)
The local official who is PANoted by law orordinance to admkider the c onmuWs tloodplan nanagemtent ordstance an complete
Seatiora A. B. C (or E), and G of ode Elevation Cer56cate. Complete the applicable item($) and sign below.
61. U The irtbmnatiorl in Section C was taken from corer doomumtation that has been signed and embossed by a kenlsed surveyor.
srgineer, or arddted who is authaited by state or local law to certify elevation nlomnatiort. (Indicate the source and ate of the
elevation data in the Cormants Wes below.)
GZ. U A community official oottpleted Section E for skf*q located in Zone A Wevot a FEMA4ssued or eommu"missued BFE) or
Zone AO.
G3. U The Mowing intonation glens G4-G% is provided tar MMMUrttly 40 Wplen etsnsgement V.005es.
GT. This WW has been issued for. U New Cwaft .tn U Substantial Improvemerd
Ge. Ele45on of a"wlt lowest floor (rrduduq basemenO of the hoduq is:
Gg. BFE or (In Zone AO) depth of flooding at the hdit $ire it _ tL(n) Oat =
LOCAL OFFICIALS NAME TEE
COMMLNTY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
1 1 Check here if attachment
VITM a Corm A1.111 •I or. GO Do" Arxq At I PQPVWV K rMMn w
A E7cw
Phone (407) 365-1036 SURVEYING & MAPPING CORP. Fax (407) 365-1838
350 South Central Auenue, Ouiedo, FL 32765-9030 • email: rburns@tish.net e P.O. Box 621892, Ouiedo, FL 32762-1892 January10,
2000 REr,FR/FD DCC Constructors,
Inc. JAN 13 2000 Attention: Roberto
Leite PLANTATION LKS 4820 CountyRoad46ASanfordFL
32771 Re: Plantation
Lakes Formboard survey — Building 13 Dear Roberto:
This letter
is to certify that on October 29, 1999 this firm performed a field survey on the
formboards for Building 13. The constructed forms location appears to be in substantial
compliance to the "Civil Design" plans, as received by this firm on May 10,
1999 from Burkett Engineering, for the Plantation Lakes Apartments. The top
of forms elevation' varies from 67.24 to 67.26, and the proposed finished floor elevation
is 67.25. The above finished floor elevations meet or exceed the requirements set
forth in the City of Sanford building code, sec. 6-7(A). Sincerely, LAND -
TECH
SURVEYING & MAPPING CORP. P.R. (
Rick) Burns, P.S. & M. President PRB/
jy
1SERVERlDOC$JOSS19"
90191letterslietter to certify Bldg 13:doc
Certificate Of Occupancy Addendum
Owner:
Address: 13100 Plantation Lakes Circle
Date: 9/20/00
Reason for Disapproval:
none.
Conditional Approval
1. Asphalt and curb in front of garage #170 needs to be repaired.
2. Please install the temporary fencing to keep the public separated from the
construction site.
3. Landscaping is to be completed per approved plans.
4. An overall inspection of the entire complex will be conducted during the
inspection of the last two buildings.
5. General clean up of the site.
Items to be completed within two weeks of the C.O.
M-1d, N&& f
FASHA_ENG\Development Review%Post ApprovaWertificate of occupancy\2000\13100.Plantation Lakes.co.wpd
UNIVERSAL
ENGINEERING SCIENCES
Consultants In. Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 10, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #13 Nermit # 99-3587
Logan Heights Apartments
LIES Project No. 44907-002-01 and Report No. 3517
Dear Mr. Florian:
Otlices In:
OeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
Universal Engineering Sciences, Inc. (LIES) is performing threshold type inspections for the Logan
Freights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been issued under separate cover.
Please feel free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
UNIVERSAL ENGINEERING SCIENCES
Rick G. Kushner, P.E.
Florida F.E. No. 38705
Thraso(,' id No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002.01
UES Report No. 3617
ENGINEERING SCIENCES August 10, 2000
Consultants In: Geotechnical Engineering - Environmental Sciences - 93 Construction Materials Testing - Threshold Inspection
3063 Enterprise Rd.. Suite 24 - DeBary, Ft. 32713 - (407) 668-1557 - Fax (407) 668-1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Florida 32257-8205
Project: Logan Heights Apartments
Building: Building #13
Permit #: 99-3587
Date of Activity: August 9, 2000
Reference: Threshold Inspection
Technician: Steve McReynolds
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #13 shear walls
and overhead cast in place concrete ceiling, 3rd floor wall lines 1.1 through 8.2. All steel placed
meets project plans and specifications.
Sheila M. Smith, P.E. f Ww
P.E. No. 51512
UNIVERSAL ENGINEERING SCIENCES
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 9, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #13 Permit # 99-3587
Logan Heights Apartments
UES Project No. 44907-002-01 and Report No. 3509
Dear Mr. Florian:
Offices In:
DeBary
Daytona Beach
Jacksonville
St Augustine
Orlando
Gainesville
Fort Myers
Rockledge
west Palm Beach
Ocala
Tampa
Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been issued under separate cover.
Please feel free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
UNIVERSAL ENGINEERING SCIENCES
Rick 13 Ku:.ihner, P.E.
Florida P.E.No. 38705
1"hreshold No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002-01
UES Report No. 3509
ENGINEERING SCIENCES
August 9, 2000
Consultants In: Geotechnical Engineering • Environmental SciencesEDConstructionMaterialsTesting • Threshold Inspection
3063 Enterprise Rd., Suite 24 • DeBary, FL 32713 • (407) 668-1557 • Fax (407) 668-1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Florida 32257-8205
Project: Logan Heights Apartments
Building: Building #13
Permit #: 99-3587
Date of Activity: August 7, 2000
Reference: Threshold Inspection
Technician: Steve McReynolds
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #13 shear walls
and elevated slab, 3rd floor wall lines 1.1 through 9.1. All steel placed meets project plans and
specifications.
IIf
Sheila M. Smith, P.E.
P.E. No. 51512
UNIVERSAL ENGINEERING SCIENCES
UNIVERSAL
ENGINEERING SCIENCES
Consultants In* Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 9, 2000
Mr. Dan Florian, Chief Building Official
amity of Sanford
Department of Community Development
P.O. Box 17e8
canford, Florida 32772-1 i88
Reference: Building: #13 Fermit # 99-3587
Logan Heights Apartments
UES Project No. 44807-002.•-01 and Report No. 3510
Dear Mr. Florian:
Offices In:
oeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been i;;sued under separatc- cover.
Please fFei free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
UNIVERSAL ENGINEERING SCIENCE:
R%-% G. Kushner, P.E.
Oorir.:, F,.r_. No. 38705
Thres.IG1.0 No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UNIVERSAL UES Project No. 44907-002-0'i
UES Report No. 3510
ENGINEERING SCIENCES Aug„s+. F, .'.000
Consultants In: Geotechnical Engineering - Environmental Sciences -
Construction Materials Testing - Threshold Inspection
3063 Enterprise Rd., Suite 24 • DeBary, FL 32713 • (407) 668-1557 • Fax (407) 668-1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Flcrida 32257-8205
Project: Logan Heights Apartments
Building: Building #13
Permit #: 99-3rai
Date of Activity: August 8, 2000
Reference: Threshold Inspection
Technician: Steve McReynolds
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #13 shear wails
and overhead cast in place concrete ceiling, 3 d floor wall lines 8.2 through 1.1. All steel placed
meets project plans and specifications.
P.E. No. 51 512
UNIVERSAL ENGINEERING SCIENCES
UNIVERSAL
ENGINEERING SCIENCES
Consultants In. Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 4, 2000
Mr Dan Florian, Chief Building Official
City oSSanford
Department of Community Development
P.O . Box 1788
Sanford, Florida 32772-1788
Reference: Building: #13 Permit # 99-3587
Logan Heights Apartments
UES Project No. 44907-002-01 and Report No. 3482
Dear Mr. Florian:
Offices In:
DeBary
Daytona Beach
Jacksonville
St Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. Testing reports
have been issued under separate cover.
Please feel free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
UNIVERSAL ENGINEERING SCIENCES
RicS G. Kushner, P.E.
Floricia P.E. No. 38705
Threshold No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 9 FAX (407) 668-1778
UNIVERSALUES Project pNo. 44907-002-01 UES
Report No. 3482 ENGINEERING
SCIENCES August 4, 2000 Consultants
In: Geotechnical Engineering - Environmental Sciences - EDConstructionMaterialsTesting • Threshold Inspection 3063
Enterprise Rd., Suite 24 • DeBary, FL 32713 • (407) 668-1557 • Fax (407) 668.1778 ACTIVITY
RECORD Client:
Vestcor Construction Company 3020
Hartley Road, Suite 300 Jacksonville,
Florida 32257-8205 Project:
Logan Heights Apartments Building:
Building #13 Permit #:
99-3587 Date
of Activity: August 2, 2000 Reference:
Threshold Inspection Technician:
Steve McReynolds As
requested, a Universal Engineering Sciences (UES) threshold representative was at the above referenced
project to perform a visual inspection of reinforcing steel for Building #13 shear walls and
elevated slab, 21 floor wall lines 9.1 through 1.1. All steel placed meets project plans and specifications.
The
UES representative monitored concrete placement in the same locations. During the concrete
placement, the UES representative checked batch time of 3 truck mixers that had been idle
on the job site for one hour. All three trucks allotted time of 90 minutes from batch time had expired.
Charles Hudgens was notified and agreement was made that trucks would be sent away and
not placed. Charles called the concrete supplier and was told by truck dispatcher that trucks were
not expired and that the 90 minutes starts when truck arrives at job site, not from batch time. Charles
took advice from dispatcher and made a set of test cylinders from the first truck to return. Fifty
gallons of water was added to the mix to achieve 3" minimum slump and the temperature was
recorded at 96 degrees. Placement began at wall line 5 in wall and in slab. Approximately 3
cubic yards of concrete was placed when the concrete started to harden in slab and in placement
bucket. A cold joint formed between wall line 5 and 4 and the rest of the load was not placed.
Sheila
M. Smith, P.E. 07(01) P.
E. No. 51512 UNIVERSAL
ENGINEERING SCIENCES
UNIVERSAL
ENGINEERING SCIENCES
Consultants In. Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 4, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #13 Permit # 99-3587
Logan Heights Apartments
UES Project No. 44907-002-01 and Report No. 3484
Dear Mr. Florian:
011ices In:
DeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tampa
Universal Engineering Sciences, !nc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find sinned and seaied reports with the permit numbers listed. Testing reports
have been issued under separate cover.
Please feel free to contact us at 407) 668-1557 with any questions.
Respectfully submitted.
UNIVERSAL. ENGINEERING SCIENCES
d
IZ::;k G. Kushner, F.E.
F iorida P.F. No. 38705
rhmshoid No. 863
x. John Kopelousos; Vestcor Construt7ticri
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
UES Project No. 44907-002-Oi
UNIVERSAL UES Report No. 3484
ENGINEERING SCIENCES
August4, 2000
Consultants In: Geotechnical Engineering - Environmental Sciences -
Construction Materials Testing - Threshold Inspection
3063 Enterprise Rd., Suite 24 - DeBary, FL 32713 - (407) 668-1557 - Fax (407) 668-1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Florida 32257-8205
Project: Logan Heights Apartments
Building: Building #13
Permit #: 99-3587
Date of Activity: August 3, 2000
Reference: Threshold Inspection
Technician: Steve McReynolds
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #13 shear walls
and elevated slab, 2"d floor wall lines 1.1 through 9.1. All steel placed meets project plans and
specifications.
Sheila M. Smith, P.E.
P.E. No. 51512
UNIVERSAL ENGINEER114G SCIENCES
p6f
AINNIAN I)I:VI:1-01',NII?N'I' COItIlOI(A'l'ION
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 #13 (13100 Plantation Lakes Circle, Sanford, FL)
To Whom it May Concern:
Attached please find our check payable to the City of Sanford representing a "pre -power fee" for
the above mentioned building.
Also, please be advised that Plantation Lakes Ltd., as Owner, hereby agrees not to occupy
and/or operate the above mentioned building until such time as a Certificate of Occupancy is
issued by the City of Sanford.
Should you have any questions, please do not hesitate to contact me.
Sincerely,
PLANTATION LAKES, LTD.
By: Altman Development Corporation
Its general partner
By: L., /(
ex"---,
JPK R. Goodfellow, Vfce President Construction
p:pltlks/city-occupancy doe
2201 Corporate Bled. N.W., Suite 200. Boca Raton, Florida 33 131 (561) 997-8661 Fax (561) 997-8706
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE: `f lqel PERMIT #:
BUSINESS NAME: A9yLA D/J (,CAS ". 1 j
ADDRESS: / 3/00 A,4(JT-1-M)U/.K 6t-
PHONE NUMBER: (_) /kc-o- SC-r-t)&Irtl
PLAYS REVIEW -CJ TENT PERMIT
BURN PERMIT REINSPECTION
I
TANK PERMIT FIRE SYSTEM i4- -1-
AMOUNT $
COMMENTS: 5el: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.
C3,
AID
Sanford Fir evention
I certify that the above information is
true and correct and that I will comply
with all applicable codes and ordinances
of the City of Sanford, Florida.
Applicants -Signature
JdS /3 3
CITY OF SSANFORD ELECTRICAL APPLICATION
PERMIT NO. CH —0 lDATE: —l( -qq
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK:
OWNER'S NAME: 4dfIxx, 4 "e1v ,oeA/e
13 L ab t0W7J f 0JV .tiffsADDRESSOFJOB:
EL=CIRICAL CONTRACTOR:#Uq'r% try ''f2Es NON-RES
Subject to rules and regulations of the city electrical code:
By signing this application I am stating I am in complia ectrical Code
74A,', s ysr rn Gu i1•- Aq-
4 /774J'J Appli ant's Signature
Sues Lietl%
O
J I U4-Lu- 3cno
FPOt-1 : S i LENT I<t• I GHT 612 493 6.17c 19?9.0? -15 1 T : 19 #244 P . 02/e3
Model SK-4224
4-Zoo entional Fire Panel
A flexible, powerful, cost-effective panel for
fire protection applications
The SK-4224 is a 4-Zone 24•volt rcolvenhona! fire atanr panel .vi:h a powertul feabire Set that n a{es it the mosl
flexible, easy to use fire control panel available
The SK4224 has a 2.5 amp 4 ` OC power soitoply, r1r•ilrntrd alarm and trouble relays, four Class 8 Style
inputs and two 2 5 ifmp C'1e93 Q Style Y outputs. These can be erogrammed to overate as two Clash A style C
inputs with one 2.5 amp Class A Style Z outout when glass A ul:era;ion is desired The panel also features an
innovative notification expansion onput that allow-3 Ow SK•4224 V) act as a 2.5 amp ADA notification expander!
The SK-42; 4 is a class leaning control panel that provides a cos: effective solution to your ire control needs.
D Model SK-4224 Features
4-Zone Conventional Fire Panel fnur Clas, 8 Style 8 rt:itiatton zones
The Silent Knight SK-A224 (or they can be pr(gratnrned to be
proviCes class A anti A operation, h1-c Class A Styli 1) 7on?s)
2.5 amns of notification power and Two Class 8 Styla, Y power lirndeci
dedir:ated forrr. •G" alarm and notification circuits rntPrl 2 5A each
rouble relays. (or they can be pr,,grarlrred to b-t
Programmable features for Zones
include alarm verification and
enhanced" verification, float allows
pull stations to by recognized
instantly on smoke verification
zones. Zones can also be
prcgrarnmed for zone type (alarm
or supervisory). and water flow
delay (30. 60, or 90 seconds).
Notification appliance circuits, can
be crogramme(i for silencing or nn
silence and for ANSI or steady
output.
Tia9 on -board ann!rnciator is easy
0.1 use and provides LEE) indication
of alarm. supervisory and trouble
conditions by zone as well as
systorn status.
one Class A Sty(• Z curaUt)
7 fin power sut.oly
Uetlico)(nd a non anti troubles rprays
Auxiliary power pij;pUt rata•1
at 5A
Alarm venGcation faahire
En'tanced v-6ficari_•n featuro plluws
Pnnel to inslnnth' r0rogni7e pull
slations in smok. verification zones
PIVg•in crIrlu,i_ alaf accessory
fits III :aoinot
ComFac! cabinal hct);4s up f0 tw0
7 0 AM battene-
Notification 11'pliance citcuitr
progianarebtei (or ANSI or steady
ou!put
Qr•o person Walk Tq;t rpgturo
Ul 864 lisli!d. rnrnpltoq wilh NFPA
72 and 1Ct
Model SK-4224
Specifications
Prirral AC
1I(1 Vinl! a 60 Hz Ord?, P/N 42,4
30 Visitt !Q1 SC H: Ordrr P/N 477JIIb
I'Val Acces,ory : 5A —
lead
Ornensions Height' 15 .:8-
Width: 12 13r15-
Oepth 3 3/8-
Color Reif
fNP switch propranitn:/ble SILENT
No prografnmmq software pr special KNIGHT
Inols r?Ouired
Approved for rase as an ADA
notification rowel' Svpuly e,xpanere
ALARM
INDUSTRY
PRODUCTS
FIRE ALARM
STATIONS
Non -Coded
0 Pull Lever. Break Glass Type
i• Simple, Positive Operation
Single or Double Pole
Single Action
i UL Listed
WARNING: These devices will not operate without
electrical power As fires fretluently cause power nrter-
ruptions. we suggest you discuss further safeguards
with your local fire protection Specialist
DESCRIPTION
AIP Non -Coded Fire Alarm Stah?rts arc rugpprf.
attractive units that are designed for easy and eco-
nomical installation All stations can he either flush
or surface mounted For flush mounlinq, a A inch
square box with a single ganq plaster Cover shotllrl
be used For surface mountlnq a Cat No A139250
steel box should be ordered
SPECIFICATIONS
FEATURES Cal. No.
AI?70.OrO
Easily Recognizable — All $tallOns are pautlelf m A1170 Sr0
durable AIP fire rod.
A_I170A•Or0
Single Action, Break Glass Initlalit/q Station. AI?IOA SrO
Choice of Field Connections -• Cal No AtR-AF39250serieshavescrewterminal: Cat No A1270A series
have G Inch were leads. A1270 GLR
Switch Conlacit I rield Connectiont
All Normally Open Screw Term I Wire leadt
Double rolr. X
Uulihle rote _ _.._ _ ..... _...X _.. .
Single ri@ .. X .
Steel Box for surface mountula
lass neolacelnenl nod 120 per 00vI
OVERALL DIMENSIONS AND MOUNTING
1M1 .• (.AI
1751 1751
rineALARM
PULL
INCASE (ILA)
Or
791
nnE
A17700P0 A1770A OPO
scnew 7EnMINALS) twlnE LEADS)
rvuSN BrnGNr rine ALARM nEo rtuS/ MouN rwo UNIT FITS 4'
ELECTRICAL CNAnAC1 EnIS NCS. SO ROX A PLASI En COvEn wl tN
OPEN CONTACTS, nATEO J AWS SINGLE GANG OPENINO HAVING
AT 173V AC. 07SAMPS At 17SV OC A I OvenALL MITI OEPTIt Or 77.-
011,
31.1,- OOVPLE R O S
10) -- ron y,- A V. - CONOLIIT
y/- TOP A sot IOU
1751• 1 \
MIo
1
1
1
T
fi
IeJ)
UFO
Iq
O j
1 71e OIA
LLL......
111
4-MTG. ROLES r"--
I.;.. — .t7— M71
A130730 STEEL BOX
sunrACE MOVNtINO
011/1NS/ONS ANO INSI ALLA II N
OAIA rOn NON. C0010 S/At101N
c1O IE O..w.wnow, ....n .wcnw..ne Iw.al..w•u•H Sp..,.l..anw. n.Dlal to cn.w040 ..a11md wwn•
ALARM INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032
COPVPI4-,I1T lose
Alrt•A rt,0101
DEC- 10-'?7 WED l%. _ PM pe.:ibr ea ze _%or , t 407 -2? 40?? P. n l
INSTALLATION AND MAINTENANCE INSTRUCTIONS
0
2100(A) and 2100T(A) Photoelectronic
Smoke Detectors
spoeltkatlons
Diameter: 5.5 Inches (140 nun)
Height (including mounting bracket): 1.7 inches (43 mm)
Weight: 5.3 oz. (150 g)
Operating Temperature Range:
Operating Iiumidily Range -
Latching Alarm:
Heat Sensor (Model 210oT(A) only)
Electrical Ratings
System Voltage
49T W
A t9visi9n of Pillway
3425 Ohio Avenue. St. Charles. Illinois 64174
1•800 SENSOR2. FAX: 630377.6495
Model 2100(A): 32- to 120'F (0° to 50'C)
Model 2100T(A):320 to 111011F (00 to 39"Q
10% to 93% Relative Iiumidily. Noncondensing
Reset by momentary power Interruption
f35°F Fixed Temperature Electronic Thermislor
Nominal- 12 or 24 VW
Minimum- 8.5 VDC
Maximum: 3S VDC
Maximum Ripple Voltage: 3096 of nom. voltage (peak to peak)
Start-up Capacitance: 0 02 pF maximum
Standby Current: 50 pA maximum
Alarm Ratings. 4.2 VOC minimum at 10 mA.
0 G VDC maximum at 100 mA.
Alarm current must be limited to 100 mA maximum by the control panel. If use(l, the RA40uZ(A) Remote Annunctauir
operates within the specified detector alarm currents.)
Reset Voltage: 2.5 VDC minimum
Reset Time: 0.3 seconds maxitnum
Start-up Time: 30 seconds maximum (after 00 second reset)
Before Installing
Please thoroughly read System Sensor manual 156.407.
Gulde for Proper Use of System Smoke Oetecfors, which pro-
vides detailed Information on detector spacing, placement,
zoning. wiring, and special applications. Copies of this
manual are available at no charge from System Settsnr. (For
installation in Canada, refer to CAN/ULC-S524•M91. Sran-
dard for the Installation of Fire Alarm Systems, and CF.0
Part 1, sec. 32 )
NOTICE: This manual should be left with the owner/user
of this equipment
IMPORTAN?'. This detector must be lested and maintained
regularly following NFPA 72 requirements. This detector
should be cleaned at least once a year.
General Doscrlptlon
Model 2100(A) is a 2-wire photoelectronic smoke detector
that uses a state-of-the-art optical sensing chamber. This
detector Is designed to provide open area protection and to
be used with compatible UL-listed panels only. Model
2100T(A) features a restorable. built-in, fixed- tempera! tire
135"F) thermal detector.
Installation of these detectors is simplified by Ilie use of a
mounting bracket and a plug-in screw terminal block Ihat
can be prewited to the system, allowing the det Oct, to be
easily installed or removed for cleaninj. The detector's sen•
silkily can be tested in place using the MOg400R Tesl
Module. An LED on the detector provides a local visual in-
dication of the detector's status. If power Is applied to the
defector, and it is functioning normally in slandhy. the sta.
lt1< LED blinks every ten seconds. The LED also latches on
in alarm.
Models 2100(A) and 2100T(A) feature a visual indicalirn
that maintenance is required - if the sensing clwlbl er drifts
out of its sensitivity limits, the 1,F..0 ceases to Malik
The detectors also include an output that idols an
optional Model RA4007,(A) Remote Annunciator it) be
connected
0200.54.00 I 15r• 710 ill
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 dI3A WITH TRUE HORN
TONE
Low CURRENT DR. -kw
FIELD CHANGEABLE LENS iNIARKINGS
MATCHING HORNS
2-GANG BOX iNIOUNT. UNIVERSAL MOUNTING PLATE
SYSTEM
OUTDOOR OPTION
Fire alarm hom/strobe operates from 24 Vdc and can be selected for
temporal pattern or steady tone output. The unique microprocessor
based hom is completely self -synchronized when set to temporal
signal and does not require external synch -control modules. A
moveable jumper provides a choice for high (97 dBA) or low (91
dBA) output.
The hom/strobe is listed for indoor and outdoor installations. A =12
AWG terminal block is provided for connection to signal circuit and
all models mount to standard North American 2-gang elect
minimum 2-3/4** (69 mm) deep. The plastic front plate has
attractive textured finish. The synchronized strobe is suppliM,
FIRE** (wall orientation) as the standard lens markma. Color -
matched surface boxes, homs. and other audible!visible srgnals are
also available.
Horn Current Draw: 40 mA (high-output)/l 7 mA (low -output)'(
Vdc
HorrvStrobe Output (high setting measured at 10 fit.): 102 dBA
peak anechoic): 97 dBA (average anechoic): 55 dBA (reverberen[)`)
HORN and STROBE FIRST DEVICE
ON SAME CIRCUIT I
Horn/Strobe
To UVULC Listed
Fire Alarm Control H=
Panel Signal Circuit H-
Note 1
HORN and STROBE
ON SEPARATE CIRCUIT FIRST DEVICE
To UVULC Listed
Fire Alarm Control Horn/Strobe
Panel Signal Circuit+
Note 1 H
To UVULC Listed <— —
Fire Alarm Control +<—fPanelSignalCircuit
HonvStrobe Output (low setting measured at 10 ft.): 96 dBA (peak
anechoic: 33 dBA (average anechuic): 76 dBA (reverberent)
Sze Notification .appliances - Introduction for blinone signal
application and strobe performance characteristics and specifications.
Cat- I Description
Number
INT-SAT 15 cd Temporal Horn/Strobe (synch), Red
INT-SATW 15 cd Temporal Horn/Strobe (synch), White
INT-7AT 15/75 cd Temporal Horn/Strobe (synch), Red
INT-7ATW 15/75 cd Temporal Horn/Strobe (synch), White
INT-3AT 30 cd Temporal Horn/Strobe (synch), Red
INT-3ATW 30 cd Temporal Horn/Strobe (synch), White
INT-8AT 110 cd Temporal Horn/Strobe (synch), Red
INT-BATW 1 10 cd Temporal Horn/Strobe (synch). White
Horn/Strobe
H
H-
J To Next Device
or EOL Resistor
To Next Device
Horn/Strobe or EOL Resistor
H+
H-
S To Next Strobe Device
or EOL Resistor
Note 1: Polarity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition.
48
Integrity Mounting ss
Accessories
5 5'
COLOR NI:\'I't'111:1)'I't l .SI(iNA1 S t.oA
Sllltl'u'l 13f)\I•S
RE I IMI l l RINGS
1 1::\Illliltl'Rl)t>I' 11t1XNS
131-1)IltECIIt)NAI. I'ItA\II:S
IN'I=11t. -ilt\V Sut face Ills\ - Steel hn\ liI Snr lillc nuwnnung an\.
INT Sere, Signal Ilse fin induur applic.uims wily
INA Kit, -RIOV Keu•olil Itilig - Steel S.plarc rllg li.r' nt..unLlnt:
t't)' IN I' sciics signal to CJbllr g a" <tlimic cictlr'Ic box Ih.rl :Irt 141.1
shallmv lu acccpl device. Adds ahuul 1" drplh I Ise Inn urd..ur
apPltcattIsis only
INTAVII, -\V13W W albcrprool I311r - Ca>l Steel box liu Sul late
mommol; any suitable INT series signal in an uulduur :y,phtauun
INT-1114"-111)1:\V Ri-dir'eclirtnal t\Inu116119 Flame - Steel
ntun111111g Name allow% I%") INT set res srgmik Ill be ntstallcd ha -
ar-bark Weal fix lung coo I tilm applrcauun. 1 nr naloor use urtly.
INT-RR
rt
INT BOF
Cat. Number Description
INTSB Surface Box • Indoor. Red
INT SBW Surface Box - indoor. While
INT-RR Retrofit Nino • Red
netrofit Ring - While _ INT-RAW
INT WB Weatherproof Box - surface. Red _
INT-WOW Weatherproof BOY,- surface. White _
INT BOF Bi-directional Mour tin Frame . Red
INTBDFW Bi-directional Mountie Frame . While
43
44=10 INSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF
ELECTRONIC SIGNALS
WARNING. Installation is to be done by qualified prtsonncl who have Ihoroughly lead and 1111derslood this
installation sheet and the accornpanyind General Pooduct Waminy ar d.Lirrnlalions Document #544111.
SPECIFICATIONS AUDIBLE APPLIANCE: Listed Vollage Range 20.31 VDC or VFWR
Signal Type. Sleady rtr ?ernlrnlal/SFlrrtahle Crlrrctil 15 Inn @ 24 VDC R VFWR
SPL. c@ 24VDC at 10' oo axis 92(IB sleady or Iomporal 10-25 mA 20.31 VOC
UL reverberant room talind
83tin at 10' 20VOC.1vady. 79 dit lomporal (lolls for rlldoor tlge only (U"C•49-C)
84dB at I0' 24VUC steady, 83 d11 It:otporal_ __ _ _ __ _ ___
See visual specifications for strobe currents & intensities on page 4. ^ u
6310 MINI -HORN (Fig. 1) (,I v t
1 Configure horn for temporal o1 steamy Inns
see fig. 4A)
2. Connect wuuly (see fig 4)
3 Mount the Mini -Horn to the mogle darn( box `_Y ^ Fig 1 (6310)
with the Iwo # 6-32x 1.1/4" Screws
4 Test unit for proper opclahon
6311 MINI -HORN (Fig. 2)
1 Configure horn for lempoial of slimly lon1-
see fig. 5A) d/
irlt' C, ,e:•,e
2. Pull the wires hom the otrllet box Ihtough Ilw (' (' I . ':
large opening in the adapter plaln. x.rrr' `
rl e::•C ` ,,
3. Mount the adapter plate to lite elechinal bur.
using the appropriate screws provided Makiotl OR t' )
sure that the adaptor plate is mounted nt llte (2) it .17 x
upright position. (Nolc Whr!n u-. sing a single 1'.. O Pofvr1/?" Rr,no c
gang outlet box make sure In use the holes
labelled "single gang") r rra • '
4 Connect wiring (see fief. 5).
a. Mount tile, (little on to the adapter plate by 111c( 1V
engaging thy? Iwo sluts in the boltont of lite (11illr. Fig. 2 (6311)
with the two tabs in the bottom of the adaplvi .fit6. Test unit for plotter opetalioo
6312 MINI-HORN/STROBE (Fig. 3)
1 Configure horn for temporal or steady lour,
see fig. 6A or fig. 7A.) (111 r. R x 51R
2. Pull the wires from the outlet box thtouyh ill(,
large opening in the adapter plate. (?) r; 1:'
3. Mount the adapter plate to the electrical box y,
using the appropriate screws provided. Makin((
sure that the adapter plate Is mounlerf ill the
upright position (Nole' When usn(l a
t l r< single gang outlettlet box make stile userelite lice '.,OP
ORholeslabelled "sirlyle gamy".)
x 1r. ' t. ^
11 ;•;,.,p.,.
4. Configure and wire the 6312 for either single Ilcircuitorsplitmint-horn/strobe operation ;,•rpW ,
see fig 6 or fig 7). (Note: Split operation
Z
requires two separate notification circuits) \;
5 Mount the grille oil to ti e adapter plate by first Fig. 3 (6312)
engaging the two slots in the bottom of the grille f
with Isle Iwo falls III lite bottom of the adapter ` \,
plate. Theo use the # 6x 1-112" self lapping
screw to allach the grille to Iho adapter plate
5 Test unit or proper operaiato
11144441 Rf'V f'N:1 1 r( Al wtrircmr.
NOTE UNI I' ; TO nE ONLY INS IALLED IN A(:r .( )I?1)AI.1CF- WI I I I I IF NArIONAL rl F.C. M.W.AI. (;OUF
AND LOCAL ELECTRICAL CODES
DU NUT LOUP.WIRE, CUTWIRE RUN IU I'ROVIDE.ELECTRICAL SUPERVISION Felmil
rlls :le (Iesl(lnr(I In nccel)I no Iligm 111111 12 (11 wilr! WIRING
DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE CONNECTED
TO SAME NU rIFICATION APPLIANCE CKT. Out
Ir.Mrr)RAI 1 rA%/F 111MI"FRS 111 Orr-
s1F-AOYI'I A(:r (r:IR(InF Arm Al
on r CI(:rIAI ARF I=
n I= la I 1,
I(11*1 I?AIF (111 IIIF s,
r..m r.tf?(•1 n r 1 Fiy.
GA L 0 rt
a > hnytgral.?
Inr nr Iunyl„r H DIHH1 =pIIrMrURAI
r'AI IFRII III(' I
I()f?N MI1:, i III- vowr uri) (( ) FROM
A NON rlll.it•I(: rtr)
IUI(.AIION At 1'1lArlt.1 r rnr•
Iut 11 r I?,
It•A (,tatI m )1 I vvrvl/ )w*
m vtr.l AI.ARt,
I I'( )I AIN IV :A I( IWI-I Ito IIFIt.
AI1OtIAl'i'IIA11, 1 , t tit , I
I : I r?I Inr:: r..lt I, t for I I,
fltlrcirot III A III t)11*111 III I111*
11'-111( It) AI'rl IArII'F 1:11 t NOIF. WI
IFrlAli1tt11111-nII*IIAI At11)':IIII MVARI I', II It11, IVII III^,t.t••11 t1,IIItIt AIIfifIA1'r'1Of11 r1.IP,.1Oil I.IIr,r,rrII RArIN(, !r, (,OtlnitIA
I It IN (Ir Al101I11 r ::It a•IAI ANI) :: 11„ II11 I I II,III' I I I WIRING DIAGRAM WHEN
6312 STROBE AND ELEC T RONIC' AUDIBLE SIGNAL ARE CONNECTED TO TWO
SEPARA T f_ NO VIFICA'T•ION APPLIANCE CKTS. Off- I r.
MrORAI Orr-.rFAOY r
III .1(IR.11'(ri:: (Al 111In1r "A,:r AI At 11 ) ': t
r, ,111. 1 1,I •r.l :r r'AI?A I r I I f
k
q 1 a 1 ) O ors or
IP\— I'omp(ItgiSelntaor ,lunry,ar '% to tr tP
L- 1.IOrE WIIF-
td.EIFCIItI(: ' I rEMF'ORAI, PAIFRri. IIIF: HORN MUSr nF.
rOWr'KrI) ' FROM A FI(
N 1• rl 11 ..^.Ir I(:1i <) doI irIGAII( III AI'ri IAI.11,1• CIRCUI r rR( )
tal rr)
r•i I Rol. t'AIIIA I if? rRr:viO(1.
OFVIt:I' AI.ARM rot
ARI I Y .I IOWII 1 RORE NOIIFICAI
ION Arrl IANCr (:K I '> - A1.10181 E
NO I IF ICA I ION Arn.IANC F CKr '> — Fig. 7 I,
I r
Jr. I' I I if, viI I' „n r„ I tlOIF CIR,)nr;
tit I I IIA('A I It III Ar'ri IAUt;
r_ 1:1( I Jot I:, I ni irl'I Y A nrl ;IArlr Vol
IA,'F (rlrttt I'll(':Itlr7 44,1.11
rry I'AI :I 1 III •I (,/I'lvw
POWER LIMITED 1:111L ,
11110TECTIVE SIGNALING CABLE
MULTIPLE: CUNUUCTUII UNS1111:1_UCU— --- ----- '_
CABLED ex ,1UKL=TED
M. Listed NEC' Typo FITH
IIf)talll"tl tl IMINAI
t.AIAI.O(i t111t.1I(l'((()I III';III ,11(0 41('1'1:1 (it ."I I'(+I fill '',1'1I:
110 f;0 1WV;Ic111:; AM,!;Ii.l' IIII(:1'.Ill .'• Iln(.I;rll:::; ttl Illttil:;n(it
If)'LI I ,+ 11 II file fill, 1'•t 11•
1•, I I, ,',' :;i 11111 ttl+t 111', I''t .t
tilt) rill,
10 (' 111 1111,
1: ;;1:;(11111 lilt) fill. tt
If 11 II1
h.l.. r) ,;( I II rill)
t;',I 111:;r1111 111t fil'•
III;;( A 111 Ills' fill,
III';! A II
I It Ifi :;t q III Itlll fill• •• !. .: I
t il! I 1(1 II{ :;OI III MO fill, "•!! '•'t ;: ( t
OI.II1 11111 III'• i!I i'1 f'l l
IIIt'll 1!i Ill itA.III
ry 01GI — ._— 16 S(AII1 I I1t I11', I!t
ik-'"" "!t 1 --... 'I lfi `i(,)I.II.) II 111 Ill.'. .') , 1 1 , •r ) ,
I•!I :' 1-I:;()III1 Itll 111', 1!% t'. t•I I
f11.1
All :r rfhl' .Inr) rbnr n^inn ut Ilu; I :11:11orf :I o w1inialr:,ady
NOTES
F.(I :dill)))
ti'hr,• V (uLl,•
X111 8 JJ I -PI ilc.Il11 IIIIII•Idl,
TYPTNiiN Th.fNGoovolts '9onc t'~ 71 :iF t n tiidp 3 IQ`*
Ct4OR PKG.,
COIrQ,
I(i
i.':.
11'001'91Jj
tr VIUeRr I
1iMg1CKIIE!!
1
IArI rr I ar(l
114CK:IekS 0V.
nl 1'EIt
11ttn
9+IU rp10
UCAIAj01j COVER fnnrl AVrQ t.yNnl lA(tR",1+;'Mq 1
11
Sol e) p•q I o:
14 i is ai 11 r,li,I 1
23012 I f? 12, a4 J.-I I a t 1 n I
t
23019 1 n JI 1 Ib turl I. I
I , • 1 f +I .t 1;
3 24014 1-t: 14 s 14 19
V ` _ li 1 I 1;:'1.1
nn 19 "Ia ui In 1. t•:: •.I a
1 11 A •1 A too r• r. I .. I L I n
25008 I A An 4 In n oil I I 1+
2t10(13. 1 dll 1 In Of
25002 1 1, i All 2 111 41 r: toll ;n•l a
2765 1 I h•l7 11 1 ) In 11
0
76110
2p2 .0 i b •1 Ull. l'. J l r)
1310
In 1. 1
I
I .. f • 1 A . 11
r 29310 1 Ilk 3:l..11 19 It
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Battery Calculations
for
Plantation Lakes
Bldg Type 3
Device Quantity of Standby mA Alarm mA Tot. Device Tot. Device
Description Devices Per Device Per Device Standby mA I Alarm mA
4224 Control Panel 1 125 250 125 250
4224 Notification Circuits (2 Max) 2 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 I 0
0 0 0 Q Q
125 250
Auxiliary Devices (list all)
Smoke Detector 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 Q
Auxiliary Device Totals 0 5 60
Notification Appliances (list all)
1110cd Horn/Strobe. 4 N/A 259 N/A 1036
jMinl-Horn. 6 N/A ! 40 N/A 240
i 0 N/A I 0 N/A 0
0 N/A 0 N/A 0
0 N/A 0 N/A 0
Other Q N/A j 10 N/A Q
Notification Appliance Totals 10 1 N/A 1276
Summary_ Section
Standby Hrs. Required 24
Alarm Sounding Minutes 1 5
Total System Standby mA 130
Total System Alarm mA 1586
Total System Standby AM 3.12
Total System Alarm AM 0.13
Min. AM Battery Required 3.25
Recommended A/H Battery 4.OAH
NOTE:
I. TYPICAL OF BUILDING TYPE 3
1 #4 #5 #9 #10
12 #13 #15
2. (2) 12V4AH BATTERIES WILL
BE INSTALLED
S K 4224
CITY OF SANFORD
FIRE DEPARTMENT
300 N. Park Ave.
Sanford, FL 32771
407) 302-1091 FAX (407) 330-5677
Plans Review Sheet
Date: September 8, 1999 Business Address: 13100 Plantation Lakes,.r. 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.
Anv,&A nmentnvntf-d n»tgirle (wet Invatinn by dafin tinnINTFM m»mt he listed fnr
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. l "15;9 5-y%ATE: 11,f — 8 -f 9
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING MECHANICAL EQUIPMENT:
OWNER'S NAME 4Z,7 i AA1b Cy ADDRESS
OF JOB&D 6* 13 -13100 FLA.WrA-ri-04 U'rSaCl a CSC s MECHANICAL
CONTRACTOR: %1 6AU-P A C 06-e?'K RESIDENTIAL
COMMERCIAL Subject
to rules and regulations of Sanford Mechanical Code RIM
By
Signing this application I am stating that I am in ompliance with City of SanfordMechanical
Code. plicant
Signature States
License#
uL4
CITY O ELECTRICAL APPLICATION
PERMIT NOO _ DATE: E3-- I 9 — —' 1
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING ELECTRICAL WORK: 1
OWNER'S NAM
ADDRESS OF
ELECTRICAL
Subject to rules and regulations of the city electrical_ca J
By signing this application I am stating I am in compliance w' h t e City Electrical Code
Applicant's Signature
g`_ c,= i
States License#
C LNFORD, FLORIDA
PERMIT NO.! `-0O DATE S/Zo i9
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAMET"A^
ADDRESS OF JOB I3100 PL4.v7A7j4;J [ 410KJ <«ccC _
PLUMBING CONTR. AL ^Bir b Nc Res. Comm. —
Subject to rules and regulations of Sanford plumbing code.
Residential: I Number ; ATOYOf
Alteration, Addition, Repair
New Residential:
One Water Closet I
Additional Water Closet 1 S
Commercial:
Fixtures. Floor Drain, Trap
SewerC
Water Piping
Gas Piping
Factory-built housing
Mobile Home
Application Fee
Minimum Commercial Permit: S25. oo .., Told tn- A
Mather Plumber
COMPETENCY CARD NO
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS 13100 Plantation Lakes Circle (B4I13) PERMIT NUMBER
Total Contract Price of Job $83 410 ,f Og o
Total Sq. Ft. 32,285
Describe Work 3-Story Multi ami y Apartment Building
Type of Construction Wood Frame Flood Prone (YES) (NO) X
Number of Stories 3 Number of Dwellings 19 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 9978661
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 LENDER
ADDRESS
CITY
N/A
STATE
CONTRACTOR
ADDRESS
CITY STATE
ZIP
PHONE NUMBER 0
ST. LICENSE NUMBER C, '7bLZIP ?jam 7 S
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.
ACCEPTANC F PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
R IREM NTS OF FLORIDA LIEN LAW, FS713. ITHE G f0 O
G O O
0 t
4 ignature f wner/Agent b Da a Si ature Of Contract r b Dat 0 d
N
I•+ th
Tnnn R_ Cnndfellaw "
Type or Print Owner/Agent Name T e or Print Con rac. is Name
C
G
z
O
o p OIt7 7 may
0
a
0 L teignatureofNarybDate ifOfficial'Seal)
NINOTRRYPUQLIFLORIDAJoeNenSanaterny
commission cC7ee000 MY COMMISSION # CC476424 0 r'
Expires Septem WS. Z002 EXPIRES: June 26, 1999 c a
3)3$a6o i*
r/J~ W
E
c Application Approved BY: At?,O• Date: " - 9f 1 z
FEES: Building Radon _aa Rom_ Police I,7N. (off Fire In+ Open
Space ''r Road impact Ap li tion 0 I/b a.
w
o O PERMIT VALIDATION: CHECK C.,SH DATE iq BY v Dd 4J
14 d ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 3 Oz
d
Q.
E1 T 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 DESCF48ED AS FOLLOWS.
FOR A POINT OF. REFERENCE, COMMENCE AT THE SOUTHWEST CORNER OF SAID
SOUTHEAST 1/4; THENCE RUN NOOW48'E ALONG THE WEST LINE OF THE WEST
1/2 OF SAID SOUTHEAST 1/4 FOR A DISTANCE OF 828.04 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE NOOTOX48'E ALONG SAID WEST LINE FOR A
DISTANCE OF 1672.28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF
RINEHART ROAD; THENCE RUN N6912'12'E ALONG SAID SOUTHEASTERLY RIGHT
OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THE SOUTH RIGHT OF WAY LINE
OF HUGHY STREET; THENCE RUN S89'45'49'E ALONG SAID SOUTH RIGHT OF WAY
LINE FOR A DISTANCE OF 265.78 FEET; THENCE RUN SO0'32'OrE FOR A DISTANCE
OF 924.90 FEET; THENCE RUN S12WO30E 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 SOO'32'03'E ALONG SAID
EAST LINE FOR A DISTANCE OF 133.14 FEET; THENCE RUN S76'45'15W FOR A
DISTANCE OF 735.42 FEET; THENCE RUN S11'42'4rW FOR A DISTANCE OF 272.03
FEET; THENCE RUN N89'45'440W FOR A DISTANCE OF 375.22 FEET; THENCE RUN
N55'52'02'W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 30.937 ACRES. MORE OR LESS.
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PF"mrr
PERMIT ADDRESS _13100 PLANTATIHN LAKES CIRCLE BLDG #13 PERMIT NUMBER cic1- 31(,pPssly
Total Contract Price of Job $11,564.00 Total Sq. Ft. 32.
Describe Work INSTALLATION OF ABOVE AND UNDERGROUND FIRE SPRINKLER SYSTEM.
Type of Construction WOOD TRUSS Flood Prone (YES) (NO)
Number of Stories #3 Number of Dwellings 19 i1NTTS Zoning
Occupancy: Residential x Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER DM CONSTRUCTORS PHONE NUMBER 8343300
ADDRESS 355 C.R. 427
CITY LONGWODD STATE FL ZIP 32750
TITLE HOLDER (IF OTHER THAN OWNER) N/A
ADDRESS
CITY STATE ZIP
BONDING COMPANY
ADDRESS
CITY
N/A
STATE ZIP
ARCHITECT N/A
ADDRESS
CITY STATE ZIP
MORTGAGE LENDER N/A
ADDRESS
CITY STATE ZIP
CONTRACTOR DEIX& FIRE SPRINKLERS, INC. PHONE NUMBER 32A-3nnn Rxr 143
ADDRESS 111 TECH DR. ST. LICENSE NUMBER 749740000190
CITY SANFORD STATE FL ZIP 3772rrtr*******************************+*+rrrrrrrrrrrrtrrrrrrrrrtrrrrrrrrrrrrrrrrrrrrrrrrrr
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
c
M
Ol
U
7
10
a
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 PRO
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
rrrrrrrrrrrrrrrrrrrrrrrrrrrtrrrrrrrrrrrrrrrrrrrrr rr trrr1rrrrrrrrrrrrrrr
Signature of Owner/Agent & Date Signature of Con4ractor & Date
CHARLES W. MONTGOIN RY
Type or Print Owner/Agent Name T pe or Print Contractor's Name
Date S gnature of Notary & Date
Official Seal)
KAREN M. BINNER
MY COMMISSION N CC $23331
1-?0Fpo9 EXPIRES: April4.2003
141W WARY Ra NO NYSenior IIBarr- Q Co.
Signature of Notary &
Official Seal)
Application Approve BY: f/L; Date: _
FEES: Building Radon Police Fire
Open Space Road Impact Application
rrr -3 ,C z
4 o 0
o
0 M 1<
r r
C Z
C Or
7e 3
PERMIT VALIDATION: CHECK CASH DATE BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE:
BUSINESS
ADDRESS:
PHONE NUMBER:
PLANS REVIEW `U TENT PERMIT
B;1" PERMIT REINSPECTION /
TA; K PERMIT FIRE SYSTEMS
OAMOUNT $
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
Prev nt'on before any further services can take place.
loe)"
Sanford FePrevention
I certify that the above information is
we and correct and that I will comply
with all applicable codes and ordinances
of the Cityof Sanf,9rd, Florida. /
Plicants Signa e
i
CA
Fae PmbWon by Cwadw Demon
Hydratec
Inc.
Route Ill
Windham NH 03087
Job Name PLANTATION LAKES 16-OG *
Building Ili; TYPICAL FOR ALL TYPE 3 BUILDINGS
Location SANFORD FLORIDA
System D/A #4
Contract A1907
Data File A1907.WX4
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES Date - 4-1-99
Location - SANFORD FLORIDA
Building - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS System No. - D/A #4
Contractor - DELTA FIRE SPRINKLERS Contract No. - A1907
Calculated By - FRED LUPO Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - APARTMENT BUILDING
S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 14 Gpm System Type
Listed Pres. at Start Point - 25 Psi ( ) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 45 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make GLOBE Model JN-LF
I Elevation at Highest Outlet - Gpm Size 1/2" K-Factor 2.8
G Note: Temperature Rating
N
Calculation Gpm Required 14 Psi Required 46.39 BASR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 4-25-99 Rated Cap. Cap.
T Time of Test - 3:25 @ Psi Elev.
E Static (Psi) - 65 Elev. 0
R Residual (Psi) - 50 Other Well
Flow (Gpm) - 1135 Proof Flow Gpm
S Elevation - 0
P Location: CITY MAIN
P
L Source of Information: D.F.S. FLOW TEST
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ydratec
LANTATION LAKES
City water Supply:
Cl-Static Pressure: 65 PSI
C2-Residual Pressure: 50 PSI
C2-Residual Flow: 1135 GPM
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
40
30
20
10
Page 2
Date
Pump Data:
Dl-Elevation: 12.993 PSI
D2-System Flow:59 GPM
D2-System Pressure: 53.778 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:59 GPM
Safety Margin: 11.159 PSI
2
C2
1
200 400 600 800 1000 1200 1400 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
1 14.00 0.884 1R 1.000 12.000 25.000 25.000 K Factor = 2.8
to 150 1.000
2 14.00 0.1025 13.000 1.332 Vel = 7.318
2 0.884 1R 1.000 6.000 26.332 26.332
to 150 1.000
3 14.00 0.1024 7.000 0.717 Vel = 7.318
3 884 1P 3.000 8.500 27.049 27.049
to 150 3.000
C3 14.00 0.1024 11.500 1.178 Vel = 7.318
14.00 28.227 K Factor = 2.64
4 0 0.884 1R 1.000 13.000 28.543 28.543
to 150 1.000 0
5 0 0 14.000 0 0 Vel = 0
5 0 0.884 1P 3.000 6.000 28.543 28.543
to 150 3.000 0
C2 0 0 9.000 0 0 Vel = 0
28.543 K Factor =
Cl 8.36 0.884 2R 1.000 16.500 29.391 29.391
to 150 1P 3.000 5.000
C2 8.36 0.0395 21.500 0.849 Vel = -4.370
C2 0.884 8.000 28.543 28.543
to 150
C3 8.36 0.0395 8.000 0.316 Vel = -4.370
C3 14.00 0.884 13R 1.000 66.000 28.227 28.227
to 150 1P 3.000 16.000
C4 5.64 0.0191 82.000 1.563 Vel = 2.948
C4 0.884 1P 3.000 10.000 29.790 29.790
to 150 3.000
C7 5.64 0.0191 13.000 0.248 Vel = 2.948
5.64 30.038 K Factor = 1.03
Cl 8.36 0.884 1P 3.000 10.000 29.391 29.391
to 150 3.000
C6 8.36 0.0395 13.000 0.513 Vel = 4.370
C6 7.08 0.884 19R 1.000 90.000 29.904 29.904
to 150 19.000
C7 1.28 0.0012 109.000 0.134 Vel = 0.669
1.28 30.038 K Factor = 0.23
C6 5.63 0.884 1P 3.000 10.000 29.904 29.904
to 150 3.000
C11A 5.63 0.0190 13.000 0.247 Vel = 2.943
5.63 30.151 K Factor = 1.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C~ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. In. Total Pf 'Pn
C7 1.59 0.884 14R 1.000 78.000 30.038 30.038
to 150 20 7.000 28.000
C9 1.59 0.0018 106.000 0.194 Vel = 0.831
1.59 30.232 K Factor = 0.29
C7 5.33 0.884 1P 3.000 10.000 30.038 30.038
to 150 3.000
C12A 5.33 0.0172 13.000 0.223 Vel = 2.796
5.33 30.261 K Factor = 0.97
C6 1.45 0.884 13R 1.000 104.500 29.904 29.904
to 150 20 7.000 30.000
C8 1.45 0.0015 1P 3.000 134.500 0.208 Vel = 0.758
C8 0.884 10 7.000 12.000 30.113 30.113
to 150 1P 3.000 10.000
C11 1.45 0.0015 22.000 0.034 Vel = 0.758
1.45 30.147 K Factor = 0.26
C9 1.59 0.884 1P 3.000 10.000 30.232 30.232
to 150 3.000
C13 1.59 0.0018 13.000 0.024 Vel = 0.831
1.59 30.256 K Factor = 0.29
Cil 1.45 1.602 8R 1.000 41.000 30.147 30.147
to 150 8.000
C11A 1.45 0.0001 49.000 0.004 Vel = 0.231
C11A 5.63 1.602 12R 1.000 60.000 30.151 30.151
to 150 1P 8.000 20.000
C12 7.08 0.0016 80.000 0.128 Vel = 1.127
C12 14.00 2.003 6R 1.000 30.000 30.279 30.279
to 150 6.000
C12A 6.92 0.0005 36.000 0.019 Vel = 0.705
C12A 5.33 2.003 15R 1.000 100.000 30.261 30.261
to 150 10 11.000 46.000
C13 1.59 2P 10.000 146.000 0.005 Vel = 0.162
1.59 30.256 K Factor = -0.29
C12 14.00 2.003 1P 10.000 26.000 30.279 30.279
to 150 10.000
TASK 14.00 0.0019 36.000 0.069 Vel = 1.425
TASR 2.003 1Z 6.482 8.000 30.348 30.348
to 150 1B 6.482 15.993 Fixed loss = 3
BASR 14.00 0.0019 14.482 0.028 Vel = 1.425
BASR 2.003 20 11.000 10.000 46.368 46.368
to 150 22.000
UG1 14.00 0.0019 32.000 0.061 Vel = 1.425
Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087
Hydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe it Pt
Ref. C^ or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
UG1 45.00 4.08 1T 32.247 270.000 46.430 46.430 Qa = 45
to 150 32.246
UG2 59.00 0.0009 302.246 0.258 Vel = 1.448
UG2 7.71 8F 10.8832076.000 46.688 46.688
to 150 1T 42.322 129.380
UG3 59.00 2205.380 0.085 Vel = 0.405
UG3 9.79 4L 21.592 360.000 46.773 46.773
to 150 86.364 7.000 Fixed loss = 7
CONN 59.00 446.364 0.005 Vel = 0.251
59.00 53.778 K Factor = 8.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
IV
Fee Ptdec6en bp Cem Aw Design
Hydratec
Inc.
Route 111
Windham NH 03087
4
Job Name PLANTATION LAKES -06 4V 13
Building ,. 40 TYPICAL FOR ALL TYPE 3 BUILDINGS
Location SANFORD FLORIDA
System D/A #5
Contract A1907
Data File A1907.WX5
Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087
iydratec Page 1
LANTATION LAKES Date
HYDRAULIC DESIGN INFORMATION SHEET
Jame - PLANTATION LAKES Date - 4-1-99
vocation - SANFORD FLORIDA
3uilding - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS System No. - D/A #5
ontractor - DELTA FIRE SPRINKLERS Contract No. - A1907
alculated By - FRED LUPO Drawing No. -
onstruction: (X) Combustible ( > Non -Combustible Ceiling Height
OCCUPANCY - APARTMENT BUILDING
3
f
3
c
Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D
Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( )
Other
Specific Ruling Made by Date
I Listed Flow at Start Point 13.5 Gpm System Type
Listed Pres. at Start Point 23.2 Psi Wet ( ) Dry
0 MAXIMUM LISTED SPACING 20 x 20 Deluge ( ) PreAction
F, Domestic Flow Added - 45 Gpm Sprinkler or Nozzle
3 Additional Flow Added - Gpm Make GLOBE Model TN-LF
I Elevation at Highest Outlet - Gpm Size 1/2" K-Factor 2.8
3 Note: Temperature Rating
N
Calculation Gpm Required 43.27
Summary C-Factor Used:
Psi Required 49.32
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:
Cl-Static Pressure: 65 PSI
C2-Residual Pressure: 50 PSI
C2-Residual Flow: 1135 GPM
1S0
140
130
P 1z0
R 110
E 100.
S 90
S 80
U 70
R 60
E 50
40
30
20
10
Page 2
Date
Pump Data:
Dl-Elevation: 12.993 PSI
D2-System Flow:88.26 GPM
D2-System Pressure: 57.549 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total Flow:88.26 GPM
Safety Margin: 7.318 PSI
2
C2
1
200 400 600 800
omputer Programs by Hydratec Inc.
1000 1200 1400 1600
FLOW ( N ^ 1.85 )
Route Ill Windham N.H. USA 03087
1800
iydratec Page 3
PLANTATION LAKES Date
iyd. 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
3 21.48 0.2262 11.500 2.601 Vel = 11.228
21.48 17.534 K Factor = 5.13
4 10.73 0.884 1R 1.000 13.000 14.691 14.691 K Factor = 2.8
to 150 1.000
5 10.73 0.0626 14.000 0.877 Vel = 5.609
5 11.05 0.884 1P 3.000 6.000 15.568 15.568 K Factor = 2.8
to 150 3.000
C2 21.78 0.2320 9.000 2.088 Vel = 11.385
21.78 17.656 K Factor = 5.18
Cl 26.78 0.884 2R 1.000 16.500 24.971 24.971
to 150 1P 3.000 5.000
C2 26.78 0.3401 21.500 7.312 Vel =-13.999
C2 21.78 0.884 8.000 17.657 17.657
to 150
C3 5.00 0.0153 8.000 0.122 Vel = -2.614
C3 21.48 0.884 13R 1.000 66.000 17.535 17.535
to 150 1P 3.000 16.000
C4 16.48 0.1385 82.000 11.359 Vel = 8.615
C4 0.884 1P 3.000 10.000 28.892 28.892
to 150 3.000
C7 16.48 0.1385 13.000 1.801 Vel = 8.615
16.48 30.693 K Factor = 2.97
Cl 26.78 0.884 1P 3.000 10.000 24.971 24.971
to 150 3.000
C6 26.78 0.3401 13.000 4.421 Vel = 13.999
C6 22.40 0.884 19R 1.000 90.000 29.393 29.393
to 150 19.000
C7 4.38 0.0119 109.000 1.301 Vel = 2.290
4.38 30.694 K Factor = 0.79
C6 17.81 0.884 1P 3.000 10.000 29.393 29.393
to 150 3.000
C11A 17.81 0.1599 13.000 2.079 Vel = 9.310
17.81 31.472 K Factor = 3.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's PQ Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
C7 4.79 0.884 14R 1.000 78.000 30.692 30.692
to 150 20 7.000 28.000
C9 4.79 0.0141 106.000 1.493 Vel = 2.504
4.79 32.185 K Factor = 0.84
C7 16.06 0.884 1P 3.000 10.000 30.692 30.692
to 150 3.000
C12A 16.06 0.1321 13.000 1.717 Vel = 8.395
16.06 32.409 K Factor = 2.82
C6 4.60 0.884 13R 1.000 104.500 29.393 29.393
to 150 20 7.000 30.000
C8 4.60 0.0131 1P 3.000 134.500 1.758 vel = 2.405
C8 0.884 1P 3.000 12.000 31.149 31.149
to 150 10 7.000 10.000
C11 4.60 0.0131 22.000 0.288 Vel = 2.405
4.60 31.437 K Factor = 0.82
C9 4.79 0.884 1P 3.000 10.000 32.188 32.188
to 150 3.000
C13 4.79 0.0141 13.000 0.183 Vel = 2.504
4.79 32.371 K Factor = 0.84
C11 4.60 1.602 8R 1.000 41.000 31.436 31.436
to 150 8.000
C11A 4.60 0.0007 49.000 0.035 Vel = 0.732
C11A 17.81 1.602 12R 1.000 60.000 31.472 31.472
to 150 1P 8.000 20.000
C12 22.41 0.0135 80.000 1.082 Vel = 3.567
C12 43.27 2.003 6R 1.000 30.000 32.553 32.553
to 150 6.000
C12A 20.86 0.0040 36.000 0.144 vel = -2.124
C12A 16.07 2.003 15R 1.000 100.000 32.409 32.409
to 150 10 11.000 46.000
C13 4.79 0.0003 2P 10.000 146.000 0.038 Vel = -0.488
4.79 32.371 K Factor = -0.84
C12 43.26 2.003 1P 10.000 26.000 32.553 32.553
to 150 10.000
TASK 43.26 0.0154 36.000 0.554 Vel = 4.405
TASR 2.003 1Z 6.482 8.000 33.107 33.107
to 150 1B 6.482 15.993 Fixed loss = 3
BASR 43.26 0.0154 14.482 0.223 Vel = 4.405
BASR 2.003 20 11.000 10.000 49.322 49.322
to 150 22.000
UG1 43.26 0.0154 32.000 0.492 Vel = 4.405
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
8ydratec Page 5
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pei Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
JG1 45.00 4.08 1T 32.247 270.000 49.815 49.815 Qa = 45
to 150 32.246
JG2 88.26 0.0018 302.246 0.544 Vel = 2.166
JG2 7.71 8F 10.8832076.000 50.358 50.358
to 150 1T 42.322 129.380
JG3 88.26 0.0001 2205.380 0.179 Vel = 0.607
JG3 9.79 4L 21.592 360.000 50.537 50.537
to 150 86.364 7.000 Fixed loss = 7
ONN 88.26 446.364 0.011 Vel = 0.376
88.26 57.548 K Factor = 11.63
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
0
C
Fie Protection by Compiler Oeeion
Hydratec
Inc.
Route Ill
Windham NH 03087
Job Name PLANTATION LAKES
Building TYPICAL FOR ALL TYPE 3 BUILDINGS
Location SANFORD FLORIDA
System D/A #6
Contract A1907
Data File A1907.WX6
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 1
PLANTATION LAKES Date
HYDRAULIC DESIGN INFORMATION SHEET
Name - PLANTATION LAKES
Location - SANFORD FLORIDA
Building - #9 TYPICAL FOR ALL TYPE 3 BUILDINGS
Contractor - DELTA FIRE SPRINKLERS
Calculated By - FRED LUPO
Construction: (X) Combustible ( ) Non -Combustible
OCCUPANCY - APARTMENT BUILDING
S
Y
S
T
E
M
D
E
S
I
G
N
Date - 4-1-99
System No. - D/A #6
Contract No. - A1907
Drawing No. -
Ceiling Height
Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R
Number of Sprinklers Flowing: ( )1 ( )2 ( )4 ( )
Other
Specific Ruling Made by
Listed Flow at Start Point - 19.5 Gpm
Listed Pres. at Start Point - 12.12Psi
MAXIMUM LISTED SPACING x 130
Domestic Flow Added - 45 Gpm
Additional Flow Added - O Gpm
Elevation at Highest Outlet - 30 Gpm
Note:
NFPA 13D
Date
System Type
X) Wet ( ) Dry
Deluge ( ) PreAction
Sprinkler or Nozzle
Make GLOBE Model JN
Size 1/2" K-Factor 5.6
Temperature Rating 155
Calculation Gpm Required 123.17
Summary C-Factor Used:
Psi Required 50.04
Overhead 150
BASR
Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 4-25-99 Rated Cap. Cap.
T Time of Test - 3:25 @ Psi Elev.
E Static (Psi) - 65 Elev.
R Residual (Psi) - 50 Other Well
Flow (Gpm) - 1135 Proof Flow Gpm
S Elevation - 0
P Location: CITY MAIN
P
L Source of Information: D.F.S. FLOW TEST
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
ydratec
LANTATION LAKES
City Water Supply:
Cl-Static Pressure: 65 PSI
C2-Residual Pressure: 50 PSI
C2-Residual Flow: 1135 GPM
Page 2
Date
Pump Data:
D1-Elevation: 12.993 PSI
D2-System Flow:104.79 GPM
D2-System Pressure: 52.851 PSI
Hose ( Adj City ):0 GPM
Hose ( Demand ):0 GPM
D3-Total F1ow:104.79 GPM
Safety Margin: 11.966 PSI
JL
D2
C2
1
200 400 600 80
omputer Programs by
0 1000 1200 1400 1600
FLOW ( N ^ 1.85 )
Inc. Route Ill Windham N.H. USA 03087
1800
Hydratec Page 3
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pi *Pt
Ref. "C" or Ftng's Pe Pv ******* Notes ******
Point Qt Pf/UL Eqv. Ln. Total P.f . Pn
21 19.50 1.109 8.330 12.125 12.125 K Factor = 5.6
to 150
22 19.50 0.0627 8.330 0.522 Vel = 6.477
22 19.92 1.4 1R 1.000 7.000 12.647 12.647 K Factor = 5.6
to 150 1.000
23 39.42 0.0741 8.000 0.593 Vel = 8.216
23 20.37 1.4 1P 6.000 1.500 13.240 13.240 K Factor = 5.6
to 150 6.000
M1 59.79 0.1601 7.500 1.201 Vel = 12.461
M1 1.4 1P 6.000 12.500 14.441 14.441
to 150 6.000
M2 59.79 0.1602 18.500 2.963 Vel = 12.461
M2 1.602 1P 8.000 11.500 17.404 17.404
to 150 8.000
C11 59.79 0.0831 19.500 1.620 Vel = 9.517
59.79 19.024 K Factor = 13.71
1 0 0.884 1R 1.000 12.000 23.635 23.635
to 150 1.000 0
2 0 0 13.000 0 0 Vel = 0
2 0 0.884 1R 1.000 6.000 23.635 23.635
to 150 1.000 0
3 0 0 7.000 0 0 Vel = 0
3 0 884 1P 3.000 8.500 23.635 23.635
to 150 3.000 0
C3 0 0 11.500 0 0 Vel = 0
23.635 K Factor =
4 0 0.884 1R 1.000 13.000 23.456 23.456
to 150 1.000 0
5 0 0 14.000 0 0 Vel = 0
5 0 0.884 1P 3.000 6.000 23.456 23.456
to 150 3.000 0
C2 0 0 9.000 0 0 Vel = 0
23.456 K Factor =
Cl 6.14 0.884 2R 1.000 16.500 22.977 22.977
to 150 1P 3.000 5.000
C2 6.14 0.0223 21.500 0.479 Vel = 3.210
C2 0.884 8.000 23.456 23.456
to 150
C3 6.14 0.0223 8.000 0.178 Vel = 3.210
C3 0.884 13R 1.000 66.000 23.635 23.635
to 150 1P 3.000 16.000
C4 6.14 0.0223 82.000 1.828 Vel = 3.210
C4 0.884 1P 3.000 10.000 25.464 25.464
to 150 3.000
C7 6.14 0.0223 13.000 0.290 Vel = 3.210
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 4
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes ******
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
6.14 25.754 K Factor = 1.21
Cl 6.14 0.884 1P 3.000 10.000 22.977 22.977
to 150 3.000
C6 6.14 0.0223 13.000 0.290 Vel = -3.210
C6 13.10 0.884 19R 1.000 90.000 22.687 22.687
to 150 19.000
C7 6.96 0.0281 109.000 3.065 Vel = 3.638
6.96 25.752 K Factor = 1.37
C6 6.80 0.884 1P 3.000 10.000 22.687 22.687
to 150 3.000
C11A 6.80 0.0269 13.000 0.350 Vel = -3.555
6.80 22.337 K Factor = -1.44
C7 3.01 0.884 14R 1.000 78.000 25.754 25.754
to 150 20 7.000 28.000
C9 3.01 0.0060 106.000 0.632 Vel = 1.573
3.01 26.386 K Factor = 0.59
C7 10.09 0.884 1P 3.000 10.000 25.754 25.754
to 150 3.000
C12A 10.09 0.0559 13.000 0.727 Vel = 5.274
10.09 26.481 K Factor = 1.96
C6 6.30 0.884 13R 1.000 104.500 22.687 22.687
to 150 20 7.000 30.000
C8 6.30 0.0234 1P 3.000 134.500 3.145 Vel = -3.293
C8 0.884 1P 3.000 12.000 19.539 19.539
to 150 10 7.000 10.000
C11 6.30 0.0234 22.000 0.514 Vel = -3.293
6.30 19.025 K Factor = -1.44
C9 3.01 0.884 1P 3.000 10.000 26.387 26.387
to 150 3.000
C13 3.01 0.0060 13.000 0.078 Vel = 1.573
3.01 26.465 K Factor = 0.59
C11 53.49 1.602 8R 1.000 41.000 19.024 19.024
to 150 8.000
C11A 53.49 0.0676 49.000 3.313 Vel = 8.514
C11A 6.80 1.602 12R 1.000 60.000 22.336 22.336
to 150 1P 8.000 20.000
C12 46.69 0.0526 80.000 4.205 Vel = 7.432
C12 -59.79 2.003 6R 1.000 30.000 26.541 26.541
to 150 6.000
C12A -13.10-0.0017 36.000 -0.061 Vel = -1.334
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hydratec Page 5
t
PLANTATION LAKES Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C^ or Ftng's Pe Pv Notes ******
Point at Pf/UL Eqv. Ln. Total 2f . Pn
C12A 10.09 2.003 15R 1.000 100.000 26.481 26.481
to 150 10 11.000 46.000
C13 3.01 0.0001 2P 10.000 146.000 0.016 Vel = 0.306
3.01 26.465 K Factor = -0.59
C12 59.79 2.003 iP 10.000 26.000 26.541 26.541
to 150 10.000
TASR 59.79 0.0280 36.000 1.009 Vel = 6.088
TASR 2.003 1Z 6.482 8.000 27.549 27.549
to 150 is 6.482 15.993 Fixed loss = 3
BASR 59.79 0.0280 14.482 0.405 Vel = 6.088
BASR 2.003 20 11.000 10.000 43.947 43.947
to 150 22.000
UG1 59.79 0.0280 32.000 0.896 Vel = 6.088
UG1 45.00 4.08 1T 32.247 270.000 44.943 44.843 Qa = 45
to 150 32.246
UG2 104.79 0.0025 302.246 0.747 Vel = 2.572
UG2 7.71 8F 10.8832076.000 45.590 45.590
to 150 1T 42.322 129.380
UG3 104.79 0.0001 2205.380 0.246 Vel = 0.720
UG3 9.79 4L 21.592 360.000 45.836 45.836
to 150 86.364 7.000 Fixed loss = 7
CONN 104.79 446.364 0.016 Vel = 0.447
104.79 52.852 K Factor = 14.41
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
UNIVERSAL
ENGINEERING SCIENCES
Consultants In: Geotechnical Engineering • Environmental Sciences
Construction Materials Testing • Threshold Inspection
August 9, 2000
Mr. Dan Florian, Chief Building Official
City of Sanford
Department of Community Development
P.O. Box 1788
Sanford, Florida 32772-1788
Reference: Building: #13 Permit # 99-3581'
Logan Heights Apartments
LIES Project No. 44907.002-01 and Report No. 3505
Dear Mr. Florian:
Offices In:
DeBary
Daytona Beach
Jacksonville
St. Augustine
Orlando
Gainesville
Fort Myers
Rockledge
West Palm Beach
Ocala
Tamps
Universal Engineering Sciences, Inc. (UES) is performing threshold type inspections for the Logan
Heights Apartments project.
Enclosed you will find signed and sealed reports with the permit numbers listed. iesting reports
have been issued under separate cover.
Please feel free to contact us at (407) 668-1557 with any questions.
Respectfully submitted,
UNIVERSAL ENGINEERING SCIENCES
I`itk G.."ushner, P.E.
Frbridi P.,.E. No. 38705
Threshold No. 863
xc: John Kopelousos; Vestcor Construction
3063 Enterprise Road, Suite 24 • DeBary, Florida 32713 • (407) 668-1557 • FAX (407) 668-1778
r
UNIVERSAL UES Project No. 44907-002-01
UES Report No. 3505
ENGINEERING SCIENCES August 9, 2000
Consultants In: Geotechnical Engineering - Environmental Scienoes -
Constwction Materials Testing - Threshold Inspection
3063 Enterprise Rd., Suite 24 - DeBary, FL 32713 - (407) 668-1557 • Fax (407) 668-1778
ACTIVITY RECORD
Client: Vestcor Construction Company
3020 Hartley Road, Suite 300
Jacksonville, Florida 32257-8205
Project: Logan Heights Apartments
Building: Building #13
Permit #: 99-3587
Date of Activity: August 4, 2000
Reference: Threshold Inspection
Technician: Steve McReynolds
As requested, a Universal Engineering Sciences (UES) threshold representative was at the above
referenced project to perform a visual inspection of reinforcing steel for Building #13 shear walls
and elevated slab, 3rd floor wall lines 9.1 through 1.1. All steel placed meets project plans and
specifications.
eila M. Smith, P.E.SCo
P.E. No. 51512
UNIVERSAL ENGINEERING SCIENCES