1621 Rinehart Rd - BC06-001904 (NEW RETAIL - SHELL) DOCUMENTS0
PERMIT ADDRESS (cl Z
CONTRACTOR
ADDRESS
PHONE NUMBER ,\
PROPERTY OWNER
ADDRESSS
Zoz
PHONE NUMBER l ' ` V Z
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # i" DATE
PERMIT DESCRIPTION 11W P0-4b x
PERMIT VALUATION coo o cc
SQUARE FOOTAGE 35
lwj
D - 9 /
CITY OF SANFORD PERMIT APPLICATION
j
Permit #: Date: `
C f k(cT
Job Address: j v L t tto
rr''
0 C.. 3 - 7
Description of Work: HV 8, i/i Q..(,(C).v1(`lcS -rbu cl L L) "AL Total Square Footage
Historic District: Zoning: Value of Work: $ L.0o I Gro
Permit Type: Building Electrical Mechanical _ Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential L Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Address: _ I lO CA 1
2y-\yf C C 7 me &
Address: V Lf :
41—) 2 L Phone &
Fax: — Bonding
Company: Address:
Mortgage
Lender: L-
LC Person:
Phone:
License
Number: Address: "
Architect/
Engineer: Phone: Address:
Fax: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAVIT: I certify that ail of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR 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 o Flori Lien Law, FS 7130 , "'52 Z
Signature
of Owner/Agent Date Signatur of C ontractor/A\gye-lnt
Date
Print
Owner/Agent's Name Print Contractor/Ag e Namev
ryl (rn Atk"-,
4. ijCS J q'/LQ-(MCP Signature
of Notary -State of Florida Date Owner/
Agent is _ Personally Known to Me or Produced
ID Florida
Contractor/
Agent is K Personally Produced
ID APPROVALS:
ZONING: UTIL: FD: ENG: Special
Conditions: Rev
03f2006 MELISSA.. ;
TSON MYC0M1.
1!:':SV. "a4:-:I)491632 Ofii
p! EXPIR,At),2009 n
l ljQ 153 Flcr,ie. o?a;;: ::r:r:ico.com BLDG:
F
Permit # : O O CO
Job Address: F l tc W
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
3/ Date: W G
Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
j
Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial 11 lndustrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: 7 j _ t/ 0 00 00 -;5y (Attach Proof of Ownership &t,.al Description) t
P,.,_
Owners
Name & Add re 1 ' / 1112 i (Ll . - /- , C_ ip r? L 4 + / I 7T -7C 7 4 GVl /
A e v -`5 E/ ti l c Phone r
t0 c l T -, Contractor
Name &
Address: 1 / G jI l l t t t c 1 o{ i % Q is I `Q - -c `f""I 1 Q LG // t
f''zL , S. to LicenseNuarber: cc --oS5 Phone &Faz:'
rt'oi i,?A!'i 6 /V11Z, t,2av Contact Person: /3 775 v Bonding Company:
Address: Mortgage
Lender:
Address: Architect/
Engineer:
Phone: Address: - - - _-- Fax: _
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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
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
pe t ' verification that I will no 'fy the o mer the property of the require f Fonda Lien Law, S 713 f% Signature o
er/Agent Date Signature of Contractor/Agent bl to Pn Owner/
Agent's Name P16r Date
r June6,
0 BONDED THRU
TROY FAIN INSURANCE, INC- Owner/Agent
is Personally Known to Me or Produced ID
Print Gomractor/
Agent's Name Date' Patricia
A Germann MY COMMISSION #
DD214799 EXPIRES June 6,
2007 BONDED— TROY
FAIN INSURANCE, INC Contractor/Agent
is 1/Petsonally Known to Me or Produced ID
of Notary -
State APPLICATION APPROVED
BY: Bldg: Zoning: Utilities: FD: Initial & Date) (
Initial & Date) (Initial & Date) (Initial & Date) Special Conditions:
8/21 /06
City of Sanford
I, William M. Swatkoskit dba Nu-Tec Roofing Contractors, Inc., do hereby appoint
Allen Ebanks to act as agent to secure permits, registrations or occupational licenses,
and to sign on applications necessary to obtain documentation for the roofing projects
located at 1621 N. Rinehart Rd. Sanford, FI. My construction industry license number
is CCC055593.
William M. Swatkoski - Florida State Certified License # CCC0555593
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
Sworn and subscribed before me this d day of A 0 , 2006 by ,1/
who is personally known to me and who did n t take an oath. C c tW
Notary Public U State of Florida
Patricia A Germann
Mir-mmISSIOPI # DD214799 EXPIRES
r; )une 6, 2007
BONDED iRU iP,OY WN INSURANCE, INC
I
Permit #:
0 ` — 0 4
Job Address: i'
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date: (n'/j% b6
AI 1/ 54W Rd - 3 Z773 I& (__(&
4 TotalrSquare Footage Zoning:
Value of Work: Permit
Type: Building Electrical_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service — # of AMPS_ Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy
Type: Residential Commercial Industrial Construction
Type: #f
of (
Stories: #
ofDwellingUnits:
Flood Zone: (FEMA form required I ) Owners
Name & Address: Il v1 ICI V:J'TKLv LL Contractor Name &
Address: Phone & Fax>
GIU II Bonding Company:
Address: Mortgage
Lender:
Address: Architect/
Engineer:
Address: Phone:
Fax:
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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
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 requir nts to 'daAtor L
3
r Signature
of
Owner/Agent Date Si atureL ContraAgent Date Print Owner/
Agent's Name Signature of
Notary -State of Florida Date Owner/Agent
is _ Personally Known to Me or Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 03/
2006 UTIL: FD:
6 i-
7- 60 Contractor/Agent
is X Personally Known to Me or Produced ID
ENG: BLDG:
JENNIFER B.
ELLIS NOTARY PUBLIC -
STATE OF FLORIDA COMMISSION # DD489610
EXPIRES 11/
9/2009 BONDED THRU
I.888-NOTARYI
POWER OF ATTORNEY
Date: f7
I hereby name and appoint
of f QV j 2 C-t i t G, to be my lawful attorney
in fact to act for me and apply to the CI 6 5 1- r
Building Department for a iI e s— i Ga l permit
for work to be performed at a location described as:
Section Township Range Lot
Subdivision
1621 tij , iz;
Block
4 r-4 327 7-3
Address bf Job) . .
e,kari (S- 4rot' S ,4,_7o-7 1\_'Quer CC),
Owner of Property and Address) eo W 2
and to sign my name and do all things necessary to this appointment.
Oo C
Type or Print Name of Certified Contractor Contractor's License Number
Signature of Certified Contractor
The foregoing instrument was acknowledged before me this day of 20 0.6
by
who is personally known to me/who produced
as identification and who did not take oath.
o p0.Y PVe TIMOTHY M. RODRUCK2*w : Nofary Public -state of FloridaMYCanmtsymoiresCcf14, 2007Commission # DD 243115
Bonded BY National NotarYAssn,
Seal
Public, Orange County, Florida
May 24 2006 11:01AM HP LRSERJET Fnx
Permit # o
Job Address:
CITY OF SANF ORD PEfIMIIT APPLICATION
Date:
Description of Work: ^ 7 19; —`? `n Total Square Footage
Historic District: Zoning: Value of Work: S
Permit Type: Building Electrical Mechanical Plumbing _--A— Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mecbanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_L # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: # or Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
Owners Name & Address: _
Phone:
Contractor Name & Address: \r
0) R Ayc
Phone & Fax: t.r 0 f)- (Y
Bonding Company:_'
Address:
Mortgage Lender: -
Address:
ArcbitecUEngineer:
Address:
Phone:
Fax:
p.l
K
Application is hereby made to obtain a pen -nit 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. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning, WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR 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 applic
this county, and there may be additional permits required from other governmental entities such as
Acceptance of permit is verification that I will notify the owner of the property of the requ
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev ON20o6
UTIL: FD:
this property that may be found in the public retards of
nanagement districts, state agencies, or federal agencies.
Lien LxW 6 713.
7
Z - -d6
Dane
Signature ofNotary-SiateofPlorida Date
yp'ky Notary Public State of Florida
Karen A Ricketson
My Commission DD480
0/1 sonall K wn to M or
Produced
ENG: BLDG:
EEO
GREA T SOUTHERN
CONTRACTORS
4R'. gazes.. a" a k+'3:''3HI' Ro 3=^-4 "F' `::`.i+i
April 28, 2006
City of Sanford
P.O. box 1788
Sanford, FL 32772
407-330-5670
Re: Building Permit
To Whom It May Concern:
I, Kenneth M. Tumlin, the license holder for GREAT SOUTHERN CONTRACTORS, hereby authorize Stephanie
Clodfelter of Great Southern Contractors, Inc. to sign for my firm for all items associated with permitting for
Shoppes of Rinehart. My state contractor's certification No. is CB CO28108.
Thank you for your assistance in this matter.
Sincerely,
GREAT SOUTHERN CONTRACTORS, INC.
t Kenneth M. Tumlli T'----_. Witnessed by
President Witnessed by
Date:
The foregoing instrument was acknowledged before me this 28th day of April 2006, by Kenneth M. Tumlin, as
President of Great Southern Contractors who is personally known to me. Affiant did not take an oath.
n
Notary Public, St t of Florida
Mary Shelbv Lundin
e.....................................` Name of Notary
MARY SHELBY LUNDINrCWAWOM2050 f
My ommission Expires: `°`
m Expiros N18/2009
Bonded thru (800)432-42542
Florida Notary Assn. Inc
U1 j'V s..............,.,. ....................t
807 South Orlando Avenue, Suite R • Winter Park, FL 32789 • FL Lic. #CBC.- 028108 • (407) 699-9399 • Fax (407) 695-7536 • www.greatsouthem-gc.com
Q, l ul i cuuo 10. LJ 4u f o 7U l o.Do uKtH I 5UU I "U-Miq,'"Ai PIS 11 Galin all II Uri i3 i—I
NOTICE OF COMMENCEME YANNE MORSE, CLERK OF CIRCUIT COURT
INOLE COUNTY
Permit No. DK 06e2 3 eq 1869; t 1 pq )
State of Florida LTIt4 go r
County of Seminole RI CON0E0 OS/4 /f?006 10:'S:55 AM
REC[INDINO FEESp 110.00
The undersigned hereby gives notice that improvement will be made to certai9 1l ilr:Ppe t, a't1Z1'Itt Mordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement.
Description of pro erty: (legal description. of the property and street address if available) 4loa N - n oV-A --L
2. General description of improvement:
3. Owner information
a. Name and address t(o2-1 p'-f
S )A. tee-
b. Interest in property L TO%
c. Name and address of fee simple titleholder (if other than Owner)
4. Contractor
a. Name and address `pYeGL 71"%4r C,}raC fS
b. Phone number 44o-i- (Qqy_ g3zgq Fax number yl71 Low-' 3Lp5. Surety
a. Name and address
b. Phone number
c. Amount of bond
6. Lender
a. Name and address U
Fax number
b. Phone number
7. Persons within the State of Florida designated by Owner
Fax number
upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7., Florida Statutes:
a. Name and address ;v vi-rT ttevJ QQ- S 2 1? eue
b. Phone number gM - S _ (o g t Fax number
8. In addition to himself or herself, Owner designates
of
713.13(1)(b), Florida Statutes. to receive a copy of the Lienor's Notice as provided in Section
a. Phone number
Fax number9. Expiration date of notice of commencement (the expiration date is 1. year fr the date ' date is specified) of r r e different
ture of ner
5 rn to (or affix ed) and subscribed before me this i 5r day of Nk, 20 by
Personally Known ` OR Produced Identification
Type of Identification Produced
Signature of Notary Public, StaFe-o`fXdraJda C,C12 ca1,0
Commission Expires: Ois- _OG-Cb pAR6AFtAJ• , S
ATTLE O
ni-
Cd r ^
CERTIFIED
COPY, MARYANNE
MORSE CLERK
OF CIRCUIT COURT SE ,
EQC}II,NTY, FLORIDA DEPIM
CLE MAY --
3 2006
r----- - —
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE: j jn PPRMITH-
BUSINESS NAME / PROJECT:
ADDRESS: l d i 1 1 9" 4
PHONE NO. g1j-7 `7 O FAX N( YQ-1 — yvQC
CONST. INSP. [ ] C / O INSP.:[ 1 REINSPECTION [) PLANS REVIEWF. A. [ ] F.S. [ ] . HOOD [ ] PAINT BOOTH [) BURN P R IT ]
TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ g \ "
f^QSCAA: IQ
TOTAL FEES: $ (PER UNIT SEE BELOW)
COMMENTS: ` 9 C —
Address / Bldp,. # / Unit #
1.
2.
3.
4.
5.
6.
7.
8.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Square Footage Fees per Bldg. / Unit
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone 4'-407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanford Fire Prevention Division
alk4w t nn /
J,r/
Applicant's Signature
b
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Bog t788, Sanford, Fl. 32772
407 302-2520 / FAX (407) 302-2526
Plans Review Sheet
Date: July 21, 2005 Business Address: 1621 Rinehart Rod.
Occ. Ch. 36, Mercantile Class `B'
Business Name: Tennant "B"
Owner: Dikeou Reality
Architect: Cuhaci & Peterson
Shell New Retail Shell
Ph. (303) 825-9125
FAX ()
P H (407) 228-4220
Fax. (407) 228-4219
Contractor: T.B.A. (out to bid at time of submittal)
e.....:::::::::1.......................:.....
Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner )
Ph. ()
Comment: Plans reviewed as Mercantile Occupancy. Class B over 3,000 sq ft. (9,835 sq. ft)
FD reserves right to require applicable code requirements if occupancy use changes.
Sprinkler plans to be submitted for review,
permitting, and inspections. Sealed letter from
Engineer of Record stating design criteria for
sprinkler system needs to be submitted with
construction plans.
Separate permit required for Fire Alarm.
1.1 Fire Alarm required for monitoring of sprinkler system
require
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2520 / FAX (407) 302-2526
1.2Application — New Building (9, 835 s. q. ft.)
1.3 Mixed — N/A, all restaurants under 50 occupancy load
1.4Special Definitions — Class `B" Mercantile Store (Under 30,000 sq ft.)
1. 5 Classification of Occupancy —Mercantile Store Class `B"
1.6 Classification of Hazard of Contents — Ordinary in office areas, and storage area
classified as "High Hazard" per L.S.C. 101
1.7 Minimum Construction — Shall comply with Florida Building Code 2001
mercantile occupancy Type IV, UNPROTECTED
rComponents ...................... 1.8 2.2 Means of Egress
a3nt:.... € r:lead n :: tc I :tl :or,
2.3 Capacity of Egress — sales floor area based on one (])_person per 30 sqft., storage area
based on one (1) person per 300 sq. ft.
2.7 Discharge from Exits — O.K., will field verify
2.8 Illumination of Means of Egress —additional EXIT SIGNS may be required (power shut
down test required at night only)
2.9 Emergency Lighting — (1) foot candle (10 Ix & a minimum at any point of 0.1
foot-candle (1LX) measured along the path of egress at floor level. Therefore
additional emergency lights may be required, (power shut down test required at night
only)
Emergency Lighting required inside Main Electrical
room and all rest rooms M.
2.10 Marking of Means of Egress — 0.K.; will field verify?
J SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2520 / FAX (40;9 302-2526
2.11 Special Features —Reserved
3.1 Protection of Vertical Openings -Class (B) mercantile shall have an
automatic fire sprinkler system, design criteria SHALL
SHOW storage maximum height in storage area M.
3.2 Protection from Hazards — (See exception 36-3.2.1 .LSC 101)
3.3 Interior Finish — Not required, building has an automatic fire sprinkler system
3.4 Detection, Alarm and Communications System: (as per N.F.PA.72- 3-8.3.1.2 (99)
Ed.
3.5 Extinguishing Requirements - aS per NFPA 10, TWOO Q
fire extinauishers required per N. F. P.A.. #10 See
blue prints (Minimal 3A 10 B.C. Rated) (*). Per
unit
5.1 Utilities — as per LSC 7-1
5.2 HVAC — as per LSC 7-2
5.3 Elevators, Escalators, Conveyors (4A-47) — N/A
Sanford City Code — Chapter9:
Required; Fire Sprinklers. Fire Department will field verify all inspectors test.valves
Monitoring: Required for fire sprinkler system and all
inside and outside fire sprinkler valves.
Other: NFPA 1
z
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Ft. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2520 / FAX (407) 302-2526
3-5.1 Fire Lanes — Required if building is more than 150' from street; exception:
building has fire sprinkler system.
3-6.1 Key Box — One (D re uired see application attached
3-7.1 Bldg. Address Number Posted and Legible — Post address in 6" six inch numbers
contrasting in color (see blue prints).
An
r
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY — ADMIN
P.O. BOX 1788
SANFORD, FL 32772-1788
8 f Date P /lam
Project Name: %%fir z - s
n Phone: 303 92 S- 1?—
Owner/Contact Person: DI K oJ 2 L r i
Address:
Type of Development:
1) RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
171 29), etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
Industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter. Size (3/4",
117, 2", etc.)
REMARKS:
Cwt w c 19Ze u4*7f . 0.0
CONNECTIONFEE CALCULA770N. 7
A
rv-
Tr Lcr°A_ Name
Signature - Date osvrorn
Toro"
r Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD)
Residential -
S650JUnit - Single family structure, or multi -family unit
containing three (3) bedrooms or more.
487.50/Unit - . Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (This category is
based on judgment/assumption, estimation that
such family units on average require 750/6-225 GPD
of the water and sewer service of an average single
family unit).
Commercial
S650/ERU - Fixtures unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for connection
and up to twenty (20) fixtures units.
For projects having more that twenty (20) fixture unit
base for the first ERU. (Example: twenty-five (25)
fixtures units will be rated as 115 em: twenty-six (26)
fixture units will be rated as 1.5 ERU.)
2) Sewer Systems Impact Fees
Equivalent Residential Connections-270 Gallons Per Day (GPD)
Residential •-
1,700 Unit Single Family structure, or multi -family. unit
Containing three (3) bedrooms or more.
S1,275/Unit - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (This category is based on
judgmentlassumption, estimation that such family units on
average require 75% of water and sewer service of an
average single family unit).
Commercial- Industrial- Institutional
1,700/ERU
Fixtures unit schedule from Southern Plumbing Code
will be used One ERU will be charged for connection and up to
twenty (20) fixtures units. For projects having more than twenty .
20) units the Impact fee will be increments of 25% based on
multiples of five (5) fixture units above the twenty (20) fixture
unit base for the first ERU. (Example: twenty five (25) fixture units will
be rated as 1.25 ERU: twenty six (26). fixture units will be rated as 1.5 ERU}
g cod-- 01997
FIXTURES TYPE DRAINAGE FIXTURES UNIT
VALVE AS LOAD FACTORS
MINIMUM SIZE OF
TRAP INCHES
Automatic clothes washers, commercial (a) 3 2
Automatic clothes washers, residential 2 2
Bathroom group consisting of water closets, lavatory,
bidet and bathtub or showers
6
Bathtub (b) (with or without overhead shower or
whirlpool attachments)
2 1 '/2
Bidet 2 1 'A
Combination sink and tray 2 1 '/2
Dental lavato 1 1 'A
Dental unit or cuspidor 1 1 'A
Dishwashing machine, (e )domestic. 2 1 '/s
Drinking fountain 2 1 'A
Floor drains 2 2
Kitchen sink domestic 2 1 '/2
Kitchen sink, domestic with food waste grinder and/or
Dishwasher
2 1 '/z
Laundry p . (1 or 2 compartments) 2 1 '/2
Lavatory 1 'A
Shower compartments, domestic 2 2
Sink . 2. 1 '/2
Urinal 4. Footnote d
Urinal, 1 gallon per flush or less 2e Footnote d
Wash sink (circular or multiple) each ser of faucets 2 1 '/2
Water closets, flushometer tank, public or private 4e Footnote d.
Water closets, private installation 4 Footnote d
Water closets, public installationf T o
0
6 _ Footnote d
For SI:1 inch= 25.4 mm,1 gaIlon=3.785 L - G
a For traps larger than 3 inches, use Table 709.2 .
b A showerhead over a bathtub or whirlpool bathtub attachinents does not increase the drainage fixtures unit valve
c See sections 709.2 thought 709.4 for methods of computing unit valve of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows.
d Trap size shall be consistent with the fixtures outlet size.
e For the purpose of computing loads on building. drains and sewers, water closets or urinals shall not be rated at a lower drainage first fixture unit
unless the lower• values are confirmed by. testing. TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS
Fixture Drain or Trap
Size (inches)
Drainage Fixtures
Unit Value
1 '/4 1
1 '/2 2
2 3
2 '/2 4
3 5
4 6
COUNTY OF SEMINOLE
v I IMPACT FEE STATEMENT
STATEMENT NUMBER: 06100003 DATE: May 03, 2006
BUILDING APPLICATION #: 06-10000351
BUILDING PERMIT NUMBER: 06-10000351
UNIT ADDRESS: RINEHART RD N 1621 28-19-30-514-0000-0020
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: DIKEOU, PANAYES
ADDRESS: 1615 CALIFORNIA STE #707 DENVER CO 80202
LAND USE: STRIP RETAIL CTR
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: SHOPPES OF RINEHART
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Retail Stri Ctr <20K sqft* 2,327.00 9.955 1000gsf t 23,165.28ROADS=COLLECTORS N/A
Retail Strip Ctr <20K sgft* .00 9.955 1000gsft .00
FIRE RESCUE N/A
00LIBRARYN/A
SCHOOLS N/A .
00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUNT DUE 23,1.65.28
STATEMENT ^
RECEIVED BY: , e ani CfO e f+-ZC SIGNATURE:
PLEASE PRINT NAME)
DATE:
NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENTMAYRESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION:
1-BLDG DEPT 3-APPLICANT 2-
FINANCE 4-LAND MANAGEMENT NOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE
COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER; TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE
OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM
THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD
FL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY :OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE
COUNTY BUILDING PERMIT.NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED
WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL
OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
itriU- AIL" UL 1 AlL
AYID JOHNsoN, CFA, ASA F7PROPERTY
spa ZAPPRAISERm
SEMINOLE COUNTY FL. D
1101 E. FIRST S7
SANFORD, FL 32771-1468 407-665-
7506 V 2006 WORKING
VALUE SUMMARY GENERAL Value
Method: Market Parcel Id:
28-19-30-514-0000-0020 Number of Buildings: 0 Owner: DIKEOU
REALTY LLC Depreciated Bldg Value: $0 Mailing Address:
1615 CALIFORNIA ST STE 707 Depreciated EXFT Value: $0 City,State,
ZipCode: DENVER CO 80202 Land Value (Market): $956,574 Property Address:
RINEHART RD Land Value Ag: $0 Facility Name:
Just/Market Value: $956,574 Tax District:
S1-SANFORD Assessed Value (SOH): $956,574 Exemptions: Exempt
Value: $0 Dor: 10-
VAC GENERAL-COMMERCI Taxable Value: $956,574 Tax Estimator
SALES 2005
VALUE
SUMMARY Deed Date
Book Page Amount Vac/Imp Qualified 2005 Tax
Bill Amount: $19,088 TRUSTEE DEED
05/2005 05737 0563 $980,200 Vacant Yes 2005 Taxable
Value: $956,574 DOES NOT
INCLUDE NON -AD VALOREM Find Sales
within this DOR Code ASSESSMENTS LAND LEGAL
DESCRIPTION Land Assess
Land Unit Land Frontage Depth
PLATS: Pick...
Method Units
Price Value LOT 2
BEST BUY ON RINEHART ROAD PB SQUARE FEET
0 0 53,143 18.00 $956,574 66 PGS 49 & 50 NOTE: Assessed
values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes. If you
recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. http://www.
scpafl.orglpls/weblre_web. seminole_county_title?PARCEL=2819305140000O... 4/20/2006
PREPARED BY:
Curtis L. Brown, Esq.
Wright, Fulford, Moorhead & Brown, P.A
Post Office Box 2828
Orlando, Florida 32802
Record and Return to:
Curtis L. Brown, Esq..
Wright, Fulford,. Moorhead &' Brown, P.A.
Post Office Box 2928
Orlando, Florida 32802
SPACE ABOVE THIS LINE FOR RECORDING DATA
TRUSTEE DEED
THIS.TRUSTEE DEED made thiso23rJday of Ma 2005, by HAROLD G. HARTSOCK,
as Trustee of Seminole Farms Trust IV, under Trust Agreement dated November 2, 1992,
whose address is PMB 425, Unit #104, 4044 West Lake Mary Boulevard, Lake Mary, Florida
32746, hereinafter called the Grantor, to DIKEOU REALTY LLC, a.Colorado limited
liability company, whose address is 1615 California Street, Suite 707; Denver, Colorado 80202,
hereinafter called the Grantee:
Wherever used herein the tenns "Grantor" and "Grantee" include all the parties to
this instrument and the heirs, legal representatives and assigns of individuals, and
the successors and assigns of corporations and public bodies.)
WITNESSETH
THAT THE GRANTOR, for good and valuable consideration, receipt of which is hereby
acknowlcdged, grants, bargains, and sells to the Grantee all the real property located in Seminole
County, Florida, more particularly described in Exhibit "A" attached hereto and made a part hereof
the "Property');
TOGETHER with all tenements, hereditaments, rights, interests, remainders, easements and .
appurtenances thereto belonging or oth,erwise a rtainigg . ppe ... rig,
SUBJECT TO the matters set forth in Exhibit "B" attached hereto, providing that this shall
not serve to reimpose the same.
TO HAVE AND TO HOLD, the Properly in fee simple forever.
GRANTOR hereby:warrarits he is lawfully seized of the Property in fee simple; he has good
right and lawful authority to sell and convey the Property, and the Property is free from all
encumbrances made by Grantor.
AUG 11 2000 2:19AM
GRANTOR further states that the Property is not, nor has it ever been,.his homestead, nor is . it in any way contiguous thereto.
THIS TRUSTEE DEED is executed by Grantor solely as Trustee, pursuant to and in theexerciseofthepowerand - authority granted to and vested in him by the terms of said TrustAgreement. Grantor, by the execution of this Deed, incurs no personal liability whatsoever, and thesoleliabilityofGrantorislitnited.to the assets which Grantor holds in the trust under said Trust. Agreement.
IN FITNESS WHEREOF, Grantor has. executed this Trustee Deed on the day and yearfirstabovewritten.
Si ed, s 1 d dgneaaan delivered
in the presence of:
Print Name:
Print Name: 4;Vti TO Ne. 7G ', &eLr eE
of Seminole Farms Trust IV
STATE OF FLORIDA ,
COUNTY OF 5& p2l AM
The foregoing inshtunent was sworn to, subscribed, and acknowledged before me this
44tg=asproduced
G.HARTSOCK, as Trusteeof Seminole Farms Trust IV, who is
as identification.
F My cowaiallon oossms Notary Public, to of FloridaI.pira h"r zoos ._......_..' .............:.'.__._..: MY.CommissionExpires: _....._.
Legal Description
A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT
BOOK 1, PAGE 86 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE -QUARTER (S.W.
OF SECTION 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28; THENCE SOUTH 89°53'03" EAST ALONG THE
SOUTH LINE OF THE SOUTHWEST ONE -QUARTER (S.W. %) OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A
POINT ON THE EAST RIGHT OF WAY LINE OF "RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY
MAP BOOK 1, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING ON A CURVE
CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD BEARING OF NORTH 00009'05" EAST;
THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER (S.W. %) OF SAID SECTION 28,
NORTHEASTERLY ALONG THE ARC OF SAID CURVE ALONG SAID OF TANGENCY; THENCE NORTH 00°04'01" EAST
CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, 464.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE
NORTH 00004'01" EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 239.64 FEET TO THE SOUTHWEST
CORNER OF LONT 3 OF THE PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN PLAT BOOK 65,
PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST
ALONG THE SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3;
THENCE SOUTH 00004'01" WEST ALONG THE WESTERLY LINE OF LOT 1 OF SAID PLAT "WAL-MART SUPER CENTER ON
RINEHART ROAD", A DISTANCE OF 182.62 FEET; THENCE SOUTH 51 °00'15" EAST CONTINUING ALONG SAID WESTERLY
LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET,
AND A CHORD BEARING OF SOUTH 70040'19" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 09009'00", A DISTANCE OF 19.08 FEET TO THE POINT OF TANGENCY; THENCE
SOUTH 66040'07" WEST, A DISTANCE OF 31.51 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE
NORTHWESTERLY; THENCE WESTERLYALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 180.50 FEET, A
CENTRAL ANGLE OF 23034'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH
NORTH 89055'24" WEST, A DISTANCE OF 133.24 FEET TO THE POINT OF BEGINNING.
SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS.
Lonnie G. Peterson, ALA
President
James E. Downs, AIA
Vice President
Michael E. Lynch, RA
Vice President
Norberto O. Campos
Director of Design
Greg N. Simpson, AIA
Director of Architecture
Jay R. Adkinson
Director of Technology
Professional Registrations
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California
Colorado
Connecticut
Delaware
Florida
Georgia
Indiana
Illinois
lowa
Kansas
Kentucky
Louisiana
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New Mexico
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North Carolina
Ohio
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Oregon
Pennsylvania
South Carolina
Tennessee
Texas
Utah
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Affiliated Office
Edward J Cuhaci & Assoc.
Ottawa. Ontario, Canada
1220 Alden Road
Orlando, FL 32803-2546
407)228-4220
Fax (407) 228-4219
http://www.c-p.com
Cuhaci &
Peterson, Architects
FL Corporate Certificate #AA C000526
28 February 2006
Mr. Timothy Robles, Fire Protection Inspector/Plans Examiner
Sanford Fire Department
RNEWED, Fire Prevention Division
300 N. Park Avenue t
Sanford, FL 32771
RETAIL @ RINEIIART
SANFORD, FLORIDA
Dear Mr. Robles:
The following are responses to your comments that you posted to us on July 21, 2005 for the
Shoppes at Rinehart project:
Comment 1.1 Fire alarm required for monitoring of sprinkler system.
Response: Refer to Sheet E301 for Fire Alarm Riser Diagram. Fire
Alarm shop drawings will be submitted for permit by contractor.
Comment 1.8.2.2 Rear storage exits — EXITS SHALL BE DILINEATED WITH 44" yellow
paint on floor leading to EXIT door.
Response: As discussed, you will review this issue with the tenant
improvement drawings as they are submitted for permit. This is not
needed with shell building.
Comment 2.9 Emergency Lighting — (1) foot candle (10 lx & a minimum at any point of
0.1 foot candle (1 LX) measured along the path of egress at floor level.
Therefore, additional emergency lights may be required, (power shut down
test required at night only). Emergency Lilzhting required inside Main
Electrical room and all restrooms.
Response: Refer to revised Sheet E102. Emergency lighting has been
added in all restrooms.
Comment 3.5 Extinguishing Requirements — As per NFPA 10, two(2) fire extinguishers
required per NFPA #10. See blue prints (minimal 3AlOBC Rated). Per
Unit.
Response: Refer to Sheet LSP100-3 for Fire Extinguisher Detail, and
refer to Sheet LSP101 for locations of fire extinguishers as discussed.
The 3000 and 2000 sf spaces each have two (2) extinguishers placed in
opposite corners of the space. All other 936 sf spaces have one (1)
extinguisher.
Comment 3.6.1 Key Box — One (1) required.
Response: Will be coordinated by contractor upon receipt of fire
protection permit.
Mr. Timothy Robles, Fire Protection Inspector/Plans Examiner
28 February 2006
Page 2
Comment 3.7.1 Bldg. Address Number Posted and Legible — Post address in 6" six inch
numbers contrasting in color.
Response: Contractor will comply.
Also included are the fire sprinkler layout drawings for your review. Please contact me if you have
any questions or concerns.
Sincerely,
Daniel G. Dickson
Architectural Graduate II
DGD/srm
Enc.
204372trO l .doc
Prepared By:
Charles Davis
REVIEWED
Renna Enterprises, Inc
3231 Drane Field Road
Lakeland, Fl 33811
863) 64&1258By: December O4.2005 Rev 12-1 05
Sanford Fire Dki
Date:
r-- ----- -
v mCalculationProgramElite ~ Inc.
VRSV1 2us17n o1 znr xo1mx
es ____ __
General Project Data Report
project Title: Shoppeuof Rinehart
DecemberDm ueoom ! i Designed By: Charles Davis
Code Reference: 0FP813 Approving Agency- VWn,Garden Fire Dept
C8e Na Cuhac&P mmn.Aoh o Phone: U7 %28 22 !
1-'--'enRoadAddress: 220*/u Chy, S gmZip Cods Odondn.R32003 !
Company Name: Ren Enterprises, |
Road City And State: Lakeland, F|33811 |
CompanyAdd-- 823---na'Field
Phone (863)648-1258
Building Name: Building Owner !
Contact mtBuilding: Phone 'uBuilding: /
w---------'-------------'-'--------
Deochpt nOfHmzard Ordinary SpnnwenSystem Type. VVw1 i
Des nAn»aC VVa rAppUcabon 1 m mm P 120 | p/o.m '
Default Sprink|erK'Fontoc 8.00 K Default Pipe Material: SCHED4OWET STEEL Inside
Hose Stream Allowance: 0.00Qpm Outside Hose Stream Allowance: 0.00 gpm / nRack
Sprinkler Allowance: 0.00 gpm Sprinkler Specifications
ModeLMake:! Size:
Temperature
Rating: O F / ! i—------------------------- i0
r
8 0m -t' ___- -__ So"ncoCf/
nfunnahon: Test Hydrant
ID: Date OfTest: ! Hydrant Elevation:
O ft Static Pressure: 88.00 psi ' Test Flow
Rate: 1230.00 gpm Test Residual Pressure: 62.00 psi i Calculated System
Flow Rate: 693.21 gpm Calculated Inflow Residual Pressure: 5927 psi | Available Inflow
Residual Pressure: 65.82 psi Ca8cK8 ata------------
A Calculation
Mode:
Demand HMO Minimum
Residual Pressure: 0.00 psi Minimum Desired Flow Density: 0i20 gpm/fF | Number OfActive
Nodes: 66 i Number OfActive
Pipes: TO Number OfInactive Pipes- V | Number CfActive 8phnk/em 18
Number CfInactive Sprinklers: V | ty cie Vrin ednesday, December 14,o00n
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.
URS 813-286-1711 813-287-8591 Fax Shoppes of Rinehart Page 5
Fire Sprinkler Output Data
Overall.
Beg. Nodal Residual
Nom. Dia.
Q (gpM)
F. L.M. Pipe -Len.
PF-(psi)
Elevation Discharge Inside Dia- (psi/ft) Fit -Len -
End. KFactor Pressure Velocity PE -(Psi)
feet) (gpM) C-Value Fittings Tot -Len.
Node (K) (psi) (fps) PV-(psi)
18 0.00 13.00 0.00 13.71 1.610 9.69 T 8.00 0.000
SCHED 40 WET STEEL 120 0 22.00 0.010
19 OM 13.00 0.00 16.65 1.50 85.51 0.23763 12.00 2.852
20 0.00 13.00 0.00 13.80 1.610 13.48 -- 0.00 0-000 i
SCHED 40 WET STEEL 120 0---.12.00'. 0.014
19 0.00 13.00 0.00 16-65 1.60 0-00 0.00000 2.00 0.000
i 43 0.00 12-00 0.00 17.08 1.610 0.00 ET 12.00 -0-433
SCHED 40 WET STEEL 120 0 14.00 0.000
20 0.00 13.00 0.00 13.80 1.50 85.51 0.23763 8.00 1.901
21 0-00 13.00 0.00 11-90 1.610 13.48 -- 0-00 0-000 1
SCHED 40 WET STEEL 120 0 8.00 0.014
20 OM 13.00 0.00 13.80 1.50 0.00 0.00000 2-00 0.000
44 0.00 12.00 0-00 14.23 1.610 0-00 ET 12.00 -0.433 j
SCHED 40 WET STEEL 120 0 14.00 0.000
21 0.00 13-00 0.00 11.90 1-50 59.65 0.12206 8.00 0.976 i
22 0.00 13.00 0.00 10.92 1-610 9.40 -- 0.00 0-000
SCHED 40 WET STEEL 120 0 8-00 0-010
21 0.00 13.00 0.00 11.90 1.00 25.86 0.2008 2.00 1.884 1
45 8.00 12-00 25.86 10.45 1.049 9.60 ET 7.00 -0.433 1
SCHED 40 WET STEEL 120 0 9.00 0.024 1
22 0-00 13.00 0.00 10.92 1.50 34.85 0.04516 8.00 0.361 1
23 0.00 13-00 0.00 10.56 1.610 5.49 -- 0.00 0.000 i
SCHED 40 WET STEEL 120 0 8-00 0-006
22 0.00 13.00 0-00 10.92 1.00 24,80 0.19383 2.00 1.744
46 8.00 12.00 24.80 9-61 1.049 9.21 ET 7.00 -0.433
SCHED 40 WET STEEL 120 0 9.00 0.023
23 0-00 13.00 0.00 10.56 1.50 10.45 0.00487 10.00 0.049
24 0.00 13.00 0.00 10.51 1.610 1.65 -- MO 0.000
SCHED 40 WET STEEL 120 0 10-00 0.002
23 0-00 13.00 0.00 10.56 1-00 24.40 0,18805 2-00 1.692
47 8.00 12.00 24.40 9-30 1.049 9.06 ET 7.00 -0.433
SCHED 40 WET STEEL 120 0 9-00 0.023
24 0.00 13-00 0-00 10.51 1.00 24.34 0.18727 2.00 1.685 1
48 8.00 12-00 24.34 9.26 1.049 9-04 ET 7.00 -0.433
SCHED 40 WET STEEL 120 0 9.00 0-023
24 0.00 13.00 0.00 10.51 1.50 13.89 0.00823 10.00 0-082
25 0.00 13.00 0.00 10-59 1.610 2.19 - 0.00 0.000
Active Version 200 Pipe Capacity Wednesday, December 14,2005
FIRE Fire Sprinkler HYdraulics Calculation.=gra.Shoppes. of Rinehart Page 4
fire Sprinkler output Data___________________
i
K \-----------------
Dia.F.
O(gpn)
Uft Pipe -Len' pRP |
Beg- o"g Nod
Bnvoho Discharge
Residual
n Inside Di Velocity
pmyft) Fit-Len- PE -(psi) |
End' R ' (g )
p'*ss«'e
feet) mn Vm-- fps)
Fittings Tot -Len. p\V
Node psi) U_--- 0
1 m O00O 00 1 0 2 1
0 O
2 .
lVO0 |
11 3 O 0 Oouo uo 35 2 320O
O 1[iOO uuo2
SCHED 10VVET 12O
U OOO 13O0 U.00 35.8U 1 O a is1 2 7G3 73.00 19.248 /
19 000 13UU (lO0 10 5 u a 4e T
o
o uu
8100
o vvo !
0014 .
E STEELS{fE[}4O_VV_' T__ 12
11 000 1300 000 35.62 3.00 us.au 0.00763 10.08
0U
0.076 |
N0 !
i 12 U0J 1-C OOO
0
35.55 3 0O 3
1000 0001
S(EI}10 W-- ELt30--_---'_-_-__--_'-
11 0.00 13 0.00 1.50 1 O.2 14 1 8 i
27 0 0 1------ 0.00 16.42 1.610 13.46 T 8-00 0.000 '
12U 08 00O.)14
12 000 13 00 1 3Q 01 1 1 /
35 18U0 0.0O 16.35 1]510 13 8 T O.00 0.000 /
O
B U 81I0 O 14 !
13 V O 13 V (lUU 15 1 l50 G 2 O13O8 6DO 0 78 .
14 D0O 13.0O (lU0 15 3 2 5 I84 KOO lVOV |
SCH8ED1 Vv T3TEt_- L--._-'______.=---_-_==-- 0]-__----- GU0 0002 |
14 0.00 1300 0M 15.43 2.50 126.33 0i04442 DDO 0.355 .
15 0i00 13.00 0.00 15.08 2.635 7/0 0l0 0.000 i
SCHED101WET STEEL _--_ 120 0--_-18.08 0-003. ! 15
0.00 13.00 0.00 15.08 2-50 186.90 0-09168 00 0.825 | 15
0-00 13-00 KoO 1425 2.635 11.00 0.00 U00 | SCHED10VVE]'
STEEL 120 00 O 04 ! 16
0.00 13.00 0.00 14.25 3.50 123.45 0.04255 10.00 0-426 ! 17
lOO 13.00 0.00 13.03 2]635 7.26 0.00 0.000 | SCfEn1D\
WET STEEL _ 120 O 10 OO __-- UUO3 ' 26
0l0 13-00 0-00 11.24 1.60 63-47 013692 14`00 3.012 \ i
16 0.00 15.00 0.00 14-25 1.610 10-00 T 8.00 0.00 ! SCHED4OWET
STE3],--- 128_ u 2z{0- 0.811- | 17 0.
00 13-00 0-00 15.83 2-50 61.50 0.01173 10.00 0i117 1 18 0.
00 12.00 0.00 13.71 2.63 382 0.00 0-00 | SCHED'1DWET
STE_EL 120 010.000.001_ 34 0.
00 13.00 0-00 10.95 1.50 61.03 0.13081 14.00 2.878 | 17 0.
00 13.00 8.00 13.83 1810 0.76 T 8.00 0.000 | GCHED>40WET
STEEL __--_-_----'__-__-120-__'-_'----_{>__--22]}8-__-{iO10i 42 nOO 1:.
00 (loo 10.87 1a0 61.50 0.12915 14.00 2.841 | Active Version uon
Pipe oannuty Wednesday, Deoember 1*.2005
T
Elite SoftwareInc- FIRE ' r^~~P-~-''
Shoppes; of Rinehart Page o
ireSprinkler Output Data______
i0 venifl-Pipet Data_-----------_---------'_-------'-'------------------------^|
B=R Nodal SmVM n* Residual ns
eDks' a(
gpm) F.
Ld pok)
Fit-Len. pF_
s` Elevation
Fa
o' Discharge feet)
Pressure
G4o| e Velocity
Fittings Tot -Len. PE-(
psi)End
Node
K) pm> psi) lNom_._
Dia fps)
Type -
Grp 1
0.08 0-00 0.00 58.27 8.00 603.21 0.015 U 1Ol0 1/N4 | 2
0.00 0.00 250.00 57-86 5.890 816 2ETG 81.20 V.uoo / Sr[
RON,CEMENT i40---_--_----- 0----91-20_-- 0.001 ' 2
Bm«
O 00 57.85 4432% Prev
3
8.00pg 0-00 49.86 3
0.00 0.00 O-OU 49-86 6.00 440.21 0.0054 20l0 0.457 | 4
0.00 1.00 0.00 KST 5.993 5-04 3E 63.30 0-433 | PVC.
CLASS 200__--__ 4
0.00 1.00 0.00 48.97 4.00 443.21 O 04365 12.00 2.488 | 5
0.00 13.00 0.00 41.28 4.280 9.98 BC 45.00 5.196 i ScHED10WET
STEEL ,-__'_--'--------'_120 0_--_57.00_ 8.002i 5 0.00
13.00 0.00 41.28 4.00 443.21 0.04365 14.00 1179 | 8 0.00
13.00 0.00 4011 4-260 9.98 E 13.00 8D00 SC1ED 1V 12
27 0 x02 8 0-00
13.00 0.00 40.11 3.00 65.25 0.0464 2.00 0.102 ' 7 0.00
13.00 0.00 40.00 3.260 2.51 T 20.00 0.000 ' ScH2D10VVETSTEEL 120_- 0_-_
22.0 0.001| 6 0-00 13.00
0.00 4011 I{N 377.97 0-11966 5.00 2 991 ! 8 0.00 1I00 0.
00 37.11 3.260 14.53 T 20.00 0.00 . SCHED 10WET STEEL 120 0
25 O I00_ ! 7 00 13.00 0-00
40.00 1.50 65.25 01440 154.00 24.493 ! 13 0.00 13.00 0.
00 15.51 1 610 1028 2T 10.00 0.000 SKCHED40WET STEEL 120 0170{0 0.
011| O O-UO 13.00 0.00
27-11 3.00 316I0 0.08635 8.00 0.891 / 8 0.00 13.00 0.00
36.42 3.260 1218 0.00 0.000 . SCHE[)10WET 1STEEL tlO 10-'-_-. B) o'
003- | 8 0.00 1100 O-UU 37.11
1.50 61.00 0.12754 154.00 21.682 ) 14 0.00 13.00 0.00 1543
1.610 9.83 2T 18.00 0.000 ! 8CHED40VVETSTEEL 12U O 17O.0O O.O1O g
0.00 13.00 0.00 36.
42 8.00 356.31 0.05832 9.00 0.525 | 10 0.00 13.00 0.00 35.
80 3.260 9.85 U.00 0.000 | GCHED1OVVETSTEEL 12D U 9 UU 0 003 g
0.00 13.00 0.00 30.
42 1-50 60.67 0,12557 154-00 21346 | 15 0.00 13.00 O.OU 15.
08 1.610 8.55 2T 16.00 0.000 / S{HBD4n\WET .STEEL 1200 170.00 0.
010 . Active Version uon xwemwouoy, oonmmmer 14,2005 Pipe
Capacity
l
FIRE c a^p emm
es
unSms oo n` m zv'*5".,=
mc Eft ,~w~-Development,~/
of Rinehart Page 6
ire Sprinkler Output Data
i--------
L-~°.~-_,_-"_--__---_ `- . __----'----'----------------------------'-----i
T-Pipe-Len.-------
C>WPM) pFfpsi)
Beg. Nodal Elevation CVunhm Residual inside dod pay) Fit -Len. p |
End. Facmr eV WPM)
Pressure C4/a a fps)
Fittings nTot -Len. P\0»m/)
Node p0 `--` - p) TY@ 9L_l L__---
3CHED4OWET STEEL 120 n 10.00 0.002 | 25
l0O 1300 000 10.59 100 4 0.1O859 2 OO 1 8 7 | i
48 2444 8oO12UUg33 1O49 0T ET TOU 0433 / SCHED4oWB
L1_____-------=----== 0 900 0023 i 25
000 1500 0.00 10.59 15u 58 3 05384 12 O0 U 6 | 2
O'Oo 1o.00 11'24 1.610 6.04 0.00 0.000 ! SC*so
o WET--Oo aTs
j2OLo12
D OUV_ / 26 0OO
13.00 0.00 11.24 1.00 25.15 l1g8S1 2.00 1.780 | 50 12OO
2515 800 . 8881O49 V34 ET 7OO O432 HED WET
STEEL 1`=------=-- 0 900 0023 27 O
1300 UO 16.
1.
41 o 2 14 12 2 i 28 1
UO (lUU 13 57 1]S10 13 G O OO O 0OO i EL=-- 120
U 12'OO 0014 ' 27 0.
00 13i00 (lOD 1842 1l0 0-00 0.00000 2.00 0.000 | i 51
0-00 1200 0-00 18.85 1.049 0.00 B 7.00 0,433 SCHED 40
WET STEEL 12{ Do_ O] / i 28
0.00 13.00 00 13.57 1.50 85.41 0-23714 00 1-897 ' 29 0.
00 13.00 0.00 11.67 1.810 12.48 0i00 0.000 | SCHE[>4UWET
STEEL 120 08.00 0.014| 28 00 13-
00 0.00 13.57 1.00 0.00 0.00000 2.00 0.000 i 62 0-00
12.00 0.00 14.00 1.049 0-00 ET 7.00 0.433 | SC*ED40WET Sn]
EE 12009.00_- 0l00- / 29 0-00
13.00 0-00 11.67 1.60 59.80 0.12260 8.00 0.881 | 1 . 30 0.
00 13.00 0.00 10.69 1-610 9.42 0.00 U00 } GCHED40VVETSTEEL 120 0
8\00 O01CL i 28 0.
00
13-00 0.00 11.67 1.00 25.62 0.20580 2.00 1.852 ( 63 @iOV 12.
00 25.62 1025 1.049 9.51 ET 7.00 0.433 | SCfED4{8WET STEEL-__-_.-_-
120)9-000\{24- 30 0-00
13.00 010 10.69 1.50 35.25 0.04612 00 0.369 31 0.00
13.00 0.00 10.32 610 5.56 0.00 0-000 } OCHED4VWET STEEL -_--- 120-
a'--- U}8pD06- 30 0.00 13-
00 0.00 10.69 1.00 24-55 0.19016 2/0 1711 | 54 8.00 12.
00 24,55 3.41 1.049 9.11 B 7.00 0.433 ! SCHED40VVE'STEEL 120 O
0U O 23 ' 31 0-00 13-
00 ODO 10.32 1.50 1112 0.00546 10.00 0i055 | 32 0.00 18.
00 0.00 10.27 1.810 1J5 0.00 0.000 | SCHED4OWET _STEEL 180_10-
00--__0.02' Active Version zmo Pipe Capacity
Wednesday, oemymum1*.uous
FIRE pvm Sprinkler Hydraulics Calculation Program
Elite m"m""m Development Inc. /
Shoppes of Rinehart Page 7 f
813-287-8591 Fax
Fire Sprinkler output Data
ratLP tput - ^ '
i
Okpm) p~'
F.Ufft
Nodal Residual
Elevation Dischargeprassune inside p}
Fittings
Fit-Len.
Tot-Lon
PE-(psi)
End. KFa»' gpm) psi)
C-ValueVelocityfps) p\(psV(feet) (
Node K)
a1 O.O0 13 OU O 0o 10 32 10O 15 l1D4 5
T
O
70
1 68 /
o433 /
5 no 12O0 24138 91 1o4y
1ZO
8 g5
O 8 0- 0.022- |
SCHEID 40WET GTE-------'---------------- 32
OOO 130O OD0 0.7 1.00 24.07 V.183a7 ET
OV
O5V i O43 (
50 80O
07 12.00 __ 9'V5 1U49 8g3 oo i 022
SCHED40
L 1 O
1O- 1. 12. O 8 100 3 O.
OU 1300 OOU 1O 4 1fnU 2O4 V O
0O
10=-00
o 000
0.002
3CHED4OVVEJSTEEL -___--------- 120
i 33 OOO 1300
OOO 1034 1.00 24.15 0.18453 ET 2.00
7.
00 1-
661 0.
433 | ST
80O 12OO
2415 811 tU4Q S7 O 9.UU
0.022 ' 4OWET STEEL -__-_-__ 120
K 1 - O 1
1. 3T1D O.U 12. J4 u. 130O 10.
95 1G1O5.85 U^ O 0.006 |--' SCHED 48yVE]_
STEEL%20
O 12.00 34 0OO 1 iOo (
lOU 10 5 1.80 2*0 O'19425 N] 1 4M . 58 OU 12OV 24.
83 Q 83 1 049 22 ET OO o 433 \ STEEL 120 O OO-__-----'----
U 23-- | 35 0.00 10-
00 0/00 18-35 1.50 05-38 0.23701 12.00 2.844 1 38 o.Vo 1-
0O O 13.51 1.610 13 8 O.00 uuou ' i----'--- ET S HED4O -O
EL ----
1n_ V_-_
1
OIo 35 0.00 18.00
0-00 10.35 1{0 0.00 0.00000 2,00 0i008 ! O 0Dn 12 O U
O 18J8 1 49 O 0 E 2 O O 83 ! 120 U 4 0 l0 \
36 0.00 1100 0.
00 13.51 1.50 85.39 0-23781 0.00 1.896 ! 37 OM13iUV 0.00 11.
61 1.610 13.46 OlN 0.600 / SCHEID 40 WET STEEL 1200_
8.000.014 36 0.00 00 - 1
00 0. 15 51 1' V U0 U 0 0m | 80 OD UU 1D0 0
UO
13.
s 1 04& l m] ET 7.00 0.433 | EID 40 WET S;rE]EL__-- __--
1208_----9]00_'--0U080' 37 0-00 13-00 0.
00 11f1 1.50 59.84 0.12276 8.00 0.982 i i 13. 0. 1 1.810
8. U. 00 | 4oVVET8TEEL 120 8 00---{LU1o' 37
0.00 13.00 0.
00 11-61 1.00 25-55 0.20480 2.00 1.843 ' 01 00 12.00 255s 1D
2O O*g u 98 ET 7.00 0.433 | SCHEI}4OWET STEEL 1lO i s»U
Active Version unnPipe Capacity Wednesday, December i4,2005
FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development. Inc-
fire Sprinkler output Data
Nodal Residual Q (gpm) psUft) Fit -Len. Beg. Elevation Discharge PressureEnd. KFactor WPM)
Inside Dia.
C-Value
Velocity Fittings Tot -Len'
PE -(psi)
PV-(psi) feet)
00 006
SCuEcu! VVt_Te]-_l2!==-
U 1 o i 0.18912 1
62 V0o 1 O B T 3 |
OQ1ED40VVETSTE 12V O D)- l c
aa oon 1300 u'
OO
OO 10.26 1.50 11.35 9,00557 10.00 0/050 |
40 000 13.O 1O 2V 1.G10 1 77UO0.00 0.000 /
SCHED4DWET STEEL 120 O 1O0U UU2 | O_ i
39 0.00 13VU 1U. 110 2 12 0 18 2. 1 24
63 1 D G B 0
2 i 40
0l0 1100 (lOO 10.20 1.00 23-94 0.18152 2l0 1.634 | 84
800 12.00 24.00 9.00 1.049 8.89 ET 7.00 0.433 ! SCHED40
WET STEEL1209.00 0.022 / 40
13D0 /lOO vv1 ~~ 1 O 1289 8 US87 1OOO O 07U 1
0.00 13.00 [iOO 10-27 1110 2.00 0.00 0.000 ! OCHED40
WET STEEL OO10_'-V 2 41
0-08 13.00 0.00 1027 1.00 24.07 018340 2.00 1.651 i
05 8.00 12.00 24.07 9-05 1.049 0.94 B 7.00 0.433 | SCHED4OWET
STEEL 17009.00 0.022 | 41 0.
00 13.00 0.00 10.27 1.60 36.76 0.04984 12.00 0.588 42 0.
00 13-00 O-pU 10.87 1]610 5.79 OiN 0.000 SCHEI)4o\
WET.STEEL_---- 12Y0 1 1lUO6 42 0i00
13.00 0-00 10-87 1.00 2474 0.19208 2.00 1J37 66 8.
00 12.00 24-74 0.56 1 040 9.18 B 7.00 0-433 SuCHEI40VVET EL
120--__-_'--__-0 0.00_--_0'023' 200 Pipe Capacity
Wednesday, December 14,2005
FIRE - Fire Sprinkler Hydraulics Calculation Program
URS 813-286-1711 813-287-8591 Fax
Elite Software Development. Inc-
Shoppes of Rinehart Page 9
Fire S rinkler output Data
Qa+eraU p nkle.r
Flowing -- Area Group Sprinkler
Sprinkles Residual
Pressure
Flowing Aft)
Flowing- ----Sprinkler
Density Discharge
Sprinkler Code- KFactor (K)
Elevation
feet
Node No. --
Psi) Opmlft)-
8.00 12_00-- 10_45 120.00 ..-- 0.215 - 25.86
45 _ _ _ 120-00 0.215 25.86
Sub Totals For Non -Group I
46 8.00 12.00 9.61 1_20.00 _
120.00
0.207_ 24.80 I
0.207 24.80
b TSuotals For Non -Group
12.00- 9.30 120.00- 0-203_ 24.40 I
47 8._00 _
120.00 0.203 24.40 I
i Sub Totals For Non -Group
48
9_.26_ 12_0-00 _ 0.203 24.34
s_00 _ 1_2.00 _
120.00 0.203 24-34
Sub Totals For Non -Group
8.00_ 1.2_.0_0 9.33 120.00 0.2_04_ 24.44_ I
4_9 _ _ _
Sub Totals For Non -Group 120.00 0.204 24.44
50 8.00 12.00 9.88 120.00 ---- 0.210 25.15
Sub Totals For Nan -Group 120.00 0.210 25.15 I
53 8.00_ 10._25 120.00_ 0.2_13 25.62
or NoGroupSubTotalsFn- 12.
00_ - 120.
00 0.213 25.62 I 54_
8.00 12.00 9.41 120.00 - 0.20524.55 Sub
Totals For Non -Group 120-00- 0.205 24.55 I 12.
00 9.10 120.0_0 _ 0.20_1 24.13_ I, 24.
13 55 _ _ _ _
Sub
Totals For Non -Group 8_.
00 _ 120.
00 0.201 i
56
8.00 12.00 9.05 120.00 0.201 24.07 I Sub
Totals For Non -Group 120.00 0.201 24.07 57
8.00 12.00 9.11 120.00 0.201 24.15 ! Sub
Tals F otorNon -Group 120.00 0.201 24.15 I 8.
00 12.00 9.63 120.00_ 0.207 24.83_ 58_ _ _ Sub
Totals Far Non -Group----- 120.00 0.207 24.83 I
00
12.00 120.00 0.213 25.55 61 _ _ Sub
Totals For Non -Group 10.
20_ 120.
00 0.213 25.55 62
8.00 12.00 9.36 120.00 0.204 24.47 Sub
Totals For Non -Group 120.00 0.204 24.47 j 63
12.00 9.04 120.00 0.200 24.05 ' Sub
Totals For Non -Group 8.
00 _ 120.
00 0.200 24.05 8.
00 12.00 9.00_ 120.00 0-200 24.00 i 64_ _ _ _ Sub
Totals For Non -Group 120.00 0.200 24.00 65
8.00_ 12.00_' 9-0_5 120.00 0.2_01 24.07 Sub
Totals For Non -Group 120.00 0201 24.07 I Active
Version - 200 Pipe Capacity Wednesday, December 14, 2005
Inc.Efite Software Development. IFIRE - Fire Sprinkler Hydraulics Calculation Program Shoppes of Rinehart Page 10 1
K
Oven u nn--'--------------------------
Fmmng Area Group Sprinkler-' Elevation(ff)
R=°=°,' Ro ingAm
prenoun Density u:nwue
Sprinkler Code KFacto,(K) WpD[
i__N eN________________^_________
86 ----____----=----==---120.00----0.206----24.74120D95612lOOOD62/*
i :§-u-6Totals For Ron -Group n------
0-205—--443.21| i
Active
Version mmPipe Capacity Wednesday, December 14, 2005
il
tr
FIFE -Fire Sprinkler Hydraulics Calculation Program
i URS 013-2W1711 813-287-8591 Fax
Fire Sprinkler Output Summary
HXdr_aulicall-Most-.Demandilnng-Sp-r_inkfer tallo-d+-- -
64
HMD Sprinkler Node Number.
HMD Actual Residual Pressure: 9.00 psi
HMD Actual GPM: 24.00 gpm
Elite Software Development. Inc.
Shoppes of Rinehart Page I i
i Sprinkler System Type:
Specified Area Of Application:
i Minimum Desired Density:
Application Average Density:
i Application Average Area Per Sprinkler:
Sprinkler Flow:
Average Sprinkler Flow:
Wet
1500.00
0.200
3.3383.33
443-21
24.62
ftZ !
gpmlft2
ft2fti
gpm
i gpm
j
Maximum Flow Velocity ( In Pipe 6 - 8) 14.53 ft/sec ' Maximum
Velocity Pressure ( In Pipe 21 - 45) 0.02 psi Allowable
Maximum Nodal Pressure Imbalance: 0.0001 psi Actual
Maximum Nodal Pressure Imbalance: 0.0001 psi Actual
Average Nodal Pressure Imbalance: 0.0000 psi Actual
Maximum Nodal Flow Imbalance: 0.0637 gpm I Actual
Average Nodal Flow Imbalance: 0.0011 gpm Number
Of Unique Pipe Sections: 70 I Number
Of Flowing Sprinklers: 18 i
Pipe
System Water Volume: 61.88 gal I Sprinkler
Flow: 443.21 gpm Non -
Sprinkler Flow: 250-00 gpm Total
System Demand Flow: 693.21 gpm Minimum
Required Residual Pressure At System Inflow 59.27 psi I Node:
Demand
Flow At System Inflow Node: 693.21 gpm Active
version 200 Pipe Capacity Wednesday, December 14, 2005
FIRE - Fire Sprinkler Hydraulics Calculation Program
uRS 813-286-1711 813-287-8591 Fax
Fire Sprinkler Output Data
H d -;; l c_npptyoemand- raph--_--_—._---_.--
Elite Software Development, Inc.
Shoppes of Rinehart Page 12 !
100
i
90
80
162
Q I
m60
1
rA 50
I
11 iI
i I40
20
0
2 4 6 S 10 12 14 lb 18 20
Flowrate(x100) gpm
Adjusted Hydrant Data
Static Pressure: 68 psi
Test Residual Pressure: 62 psi
Test Flow Rate: 1230 gpm
Demand Point Data
Calculated Residual Pressure. 59.27 psi
Calculated Flow Rate: 693.21 gpm
Excess Available Inflow Residual Pressure: 6.65 psi
Active Version 200 Pipe Capacity Wednesday, December 14, 2005
RECEIVED
CITY OF SANFORD PERMIT APPLICATION JUL 2:..1 2005
Permit # : cI/ l Date: DULY /-3 ZQoS .
Job Address: /!02/ __ RIAIENAF -r PoAb SANFajen FL 3277/ _
Description of Work: NE_\ti/ RETAIL. SHELL _.
Historic District: Zoning: Pb Value of Work: $T e30
Permit Type: Building_ Electrical _ Mechanical J Plumbing / Fire Sprinkler/AlarmPool
Electrical: New Service -# ofAMP5 /200 Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New / (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures _ ? q # of Water & Sewer Lines If # of Gas Lines Q
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _
Occupancy Type: Residential Commercial f Industrial _ Total Square Footage: q, 835'
Construction Type: # of Stories: # of Dwelling Units: NA_ Flood Zone: — (FEMA form required for other than X)
Parcel #: 4 !- /S - 30 SOG -0000 - OqIQ _ (Attach Proof of Ownership & Legal Description)
Owners Name A. Address: TY - Pmws-s DlkgOd
C,pntractor Name & Address:
1 e, . film. v
Pao
Bonding Company:
Address:
Mortgage Lender:
Address: —
Architect/Enginecr: 121114A-1 PF-TEQSON FARCHI7EC75 Phone: 407- 2L8- 4/220
Address: IZ20 ALINEn/RD og4Aaoo FL ,92803 Fax: Y07-228 S/8I4
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 WORK, PLUMBING, SIGNS, WELLS, POOLS'ITURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certifythat all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR 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 requ' ements of Florida Lien L S 7
7-2J-0 _Q w
Signature of Owner/ gem Date Signat re of Contractor/Agents_ Date
D r s - Skphkn
Print Owner/ ge Name Print Contractor/Agent's Name
21-o-S O
a Date rgnat.re Lfbt2r itate oflFV(i , cla,:r; , JpII S01 Date
BETSY D. ENG * MY C0 fVkIiSSIQN # DD 288822
MY COMMISSION # DD 067834 N EXPIRE(" March 23, 2008
r''as EXPIRES: February 2 006 gfFoc F \OP Bonded Thrdo Nota pr
h' ®OdtllhAliffSgu n4e@4§1SfFa own to Me or Contractor/Agent is . •:.'son`Kn3vrit or3 Produced ,/ a0
APPLICATION
APPROVED BY: Bldg: t N g l' Utilities: g `D FD: Initial &
Date) (Initial & Date) (Initial & Date) (Initial & Date) Jun Special
Conditions: lit
C 15. 0r L\
IpUS
REVISIONS
PERMIT # o (j 1 9 t) `i DATE
ADDRESS 2-1
CONTRACTOR C
P H # oq 0 '-7 , (.- I - fz I t,-t FAX# L/0) _ G(.I, Cilol
DESCPRITION OF REVISION:
UTILITIES
FIRE
BLDG (-Zl OC
1 co t. C, G:T45
i Permit #: c;n 'ocC l 1 o T
I lob Address:
Description of Work:
Flistoric District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date: I I 1 710
lOpPiW G, L Ftt % Total Square Footage
Value of Work: S
Permit Type: Building Electrical I"*" Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - it of AMPS f (; (' D Addition/Alteration Change of Service Temporary Pole
echanicai: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial # of Fixtures H of Water & Sewer LinesN of Gas Lines _ Plumbing/
New Residential: // of Water Closets Plumbing Repair - Residential or Commercial i
DccupancyType:
Residential Commercial V Industrial Construction
Type: _ it of Stories: H of Dwelling Units: Flood "Zone: (FEMA form required ) owners
Name & Address: 11
Phone: ,
ontractor
Name & Address: 3m E \,v- Z I eS r ny0. State
Licerise Number: ff hone &
Far:
i - 7(0 --7Contact Person: iJpi I 6S _Phone: e-10' ,6(0 ' (2. 3onding Company: -'— ddress: ""-
4ortgage Lender:
ddress:
j \rchitect/
Engineer: _
Phone: ddress: Fax 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 ssuance 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc.
WNER'S AFFIDAVIT:
I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstruction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT. JOTICE: 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 his 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, FS 713. Signature of Owner/
Agent Date Signature of Contractor/A ent Date Print Owner/Agent'
s Name Print tract /Age 's Name Signature of Notary -
State of Florida Date Signature of Notary -State of Florida Date DEBBIE BL,NTON
MY COMMISSION # D22D5518849I
Owner/Agent is _
Personally Known to Me or Contractor/ en Pe i i.Fr i n me oorr Produced ID Produc
TARP FL Notary tAscoum PPROVALS: ZONING: UTIL:
FD: pecial Conditions: ev
0312006 ENG:
BLDG:
GENERAL r
November 13, 2006
City of Sanford
P.O. box 1788
Sanford, FL 32772
407-330-5670
Re: Building Permit # 06-0001904
To Whom It May Concern:
I, Kenneth M. Tumlin, the license holder for GREAT SOUTHERN CONTRACTORS asks Ram Electric be removed
as the electrical license holder. They have gone out of business. We request that GJV Electric be put in place. Their
license number is ER13013357. My state contractor's certification No. is CB CO28108.
Thank you for your assistance in this matter.
Sincerely,
GREAT SOUTHERN CONTRACTORS, INC.
Kenneth M. Tumlin
President . Witnessed by
Date: i 3
The foregoing instrument was acknowledged before me this 13th day of November 2006, by Kenneth M. Tumlin,
as President of Great Southern Contractors who is personally known tom Affiant did not take an oath.
Notary Public, State of Flori
Stephanie Clodfelter
U `j r............
n..........................
n...
Name of NotarywW1ECLOOFELTERe
My Commission Expires: CMIMOIDDOM16
g EON V24010
807 South Orlando Avenue, Suite R • Winter Park, FL 32789 • FL Lic. #CBC - 028108 • (407) 699-9399 • Fax (407) 695-7536 • www.greatsoLdhem-gc.com
PERMIT # + -( (GOB( DATE
v
ADDRESS
CONTRACTORS I,L--
PH # FAX #qS 3 G
DESURITION OF REVISION: ey\d (2,4 wa
UTILITIES
FIRE S j P --9roV v
BLDG L
P - -/ob6
J
April 28, 2006
City of Sanford
P.O. box 1788
Sanford, FL 32772
407-330-5670
Re: Building Permit
To Whom It May Concern:
I, Kenneth M. Tumlin, the license holder for GREAT SOUTHERN CONTRACTORS, hereby authorize Heidi
Strickland of Great Southern Contractors, Inc. to sign for my firm for all items associated with permitting for
Shoppes of Rinehart. My state contractor's certification No. is CB CO28108.
Thank you for your assistance in this matter.
Sincerely,
GREAT SOUTHERN CONTRACTORS, INC.
Kenneth M. Tumlin Witnessed by
President Witnessed by
Date:
The foregoing instrument was acknowledged before me this 28th day of April 2006, by Kenneth M. Tumlin,
President of Great Southern Contractors who is personally known to me. d
o ida
Joy Dragland
Name of Notary
JOY L. DRAGLAND
NO A v,.1BI..IC
My Commission Expires:
6184
MY COMMISSION cxPOES 6/16/2006
807 South Orlando Avenue, Suite R • Winter Park, FL 32789 • FL Lic. #CBC - 028108 • (407) 699-9399 • Fax (407) 695-7536 • www.greatsouthem-gc.com
REVISIONS
PERMIT # •- 1 q n y DATE l2 • 20. o Co
ADDRESS z / iy• 2-7
CONTRACTOR
eey ReT 13t.,tC CA+-tnSC£PA'J.4"Js
PH # FAX #
ILL STrrTloyN .
DESCPRITION OF REVISION:
t-,-,0 40-n A"f% P~,t(. i v, 1.to., a 22<-- Zr eri cotes i.711iF' i ('
UTILITIES
FIRE
BLDG Ar
C) - P _
REVISIONS
PERMIT # 0(_ogC)QO 19 O +
F`CFtie
u u d z006RECEIVED
AU G 2006
DATE -6-- S - 0(.o
ADDRESS -,huff
CONTRACTOR RG4T SOOTHE(,Q CQN T<('CWS
PH # y 0 - LpgCA- G3ci! FAX # 40-1U cIS- - -5 ,Co DESCPRITION
OF REVISION: ALE TP VE—C i ICAL 1AULLiQ i
ry UTILITIES
FIRE
r rI
August 8, 2006
City of Sanford
P.O. box 1788
Sanford, FL 32772
407-330-5670
01"
Re: Building Permit
To Whom It May Concern:
I, Kenneth M. Tumlin, the license holder for GREAT SOUTHERN CONTRACTORS, hereby authorize Tom
Richmond of Great Southern Contractors, Inc. to sign for my firm for all items associated with permitting for
Shoppes of Rinehart. My state contractor's certification No. is CB CO28108.
Thank you for your assistance in this matter.
Sincerely,
GREAT SOUTHERN CONTRACTORS, INC.
J
Kenneth M. Tumlin -
President
Witnessed by
Witnessed by/` U1.t1 CLAD,
Date: ' `IOU
The foregoing instrument was acknowledged before me this 8 thday of August 2006, by Kenneth M. Tumlin, as
President of Great Southern Contractors who is personally known to me. A .1 t did not t ke
Z Lth
N a P blic, State of Flo>Lid
Jov L. Draeland
Name of Notary
JOY L DRAGLAND
My Commission Expires: P¢ Comm# OD0553638
Expires 6/16/2010
Florida Notary Assn Inc
uu..........................v
807 South Orlando Avenue, Suite R . Winter Park, FL 32789 • FL Lic. #CBC - 028108 • (407) 699-9399 . Fax (407) 695-7536 • www.greatsouthem-gc.com
RECEIVED
SEP 15 2006
REVISIONS
PERMIT# 9., DATE -/fir
ADDRESS_
CONTRACTOR
C PH # L10 9 q FAX #
DESURITION OF REVISION:
jj
0- an Q Ll 102-
BLDG
PERMIT # V 6 g 143 9
PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # Z S O 1 DATE a
PERMIT DESCRIPTION Wl&_q V_&LZ U
PERMIT VALUATION
SQUARE FOOTAGE
d,
dd
tr!
R
0
n
O
nj
RECEIVED
Permit # 2 5
Job Address: 1 A 2 1 N Rinehart
Description of Work: Install 8" un
W/8"DDCVA to
Historic District: "Zoning:
CITY OF SANFORD PERMIT APPLICATION JUN - 2
Date: 6/1 /06 2D06
ound fire main taI Square Footage
Vt f 1iirSTrtl_ UBi
Value of Work: $ 9 9 0 0 n 0
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm X— Pool
Electrical: New Service — # of AMPS Add ition/AIteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial X Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
Owners Name&Address: Dlkeou Realty, LLC 1615 California St. Ste 707
Denver, Co. 80202 Phone:
Contractor Name & Address: C V'. C Site Development, Inc.
680 N. S.R. 415, Osteen, Fl. 32764 State License Number: 22545200012000
Phone&Fax: 407-688-2657/688-2658 Contact Person: Andrew Juhl Phone:407-688-2657
Bonding Company: N/A
Address:
Mortgage Lender: —TP M9=f an Chase Rank
Address: 270 Park Ave. New York, NY. 10017
Architect/Engineer: CPH Engineers Phone: 407-322-6841
Address: 500 W. Fulton St., Sanford, F1. 32771 Fax: 407-330-0639
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Contractor/Ag t Date
Andrew R. Juhl
Print caner/ gent's Name Prin)Contractor/ /gent's me
gture of Notary -State of Flori a Date at&e of Notary -State of Florida Date (a •-- (— Q Unda
S COMIMttn Cart "
Stim anuo, 1 oOwner/
Agent is xPW%W Mgri g t9a or Produced
ID APPROVALS:
ZONING: UTIL: Special
Conditions: Rev
03/2006 J Contractor/
Agent is _ Personally Known to Me or r
Produced ID r,
111
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
HONE # 407-302-2516 - FAX # 407-302-2526
DATE: PERMIT #: b ' 2- 5 0
BUSINESS NAME / PROJECT:
ADDRESS:_
PHONE NO.: FAX NO.:
CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] . PLANS REVIEW
F. A. [ l F.S. HOOD [) PAINT BOOTH [ ] BURN PE IT [ J
TENT PERMIT ] TANK PERMIT [ ] OTHER [ l
TOTAL FEES: $ (PER UNIT SEE BELOW)
Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit
1.
2. r G - S
3.
4.
5.
6.
7.
8.
9.
10.
ll.
12: _
13.
14.
15.
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Ff. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that 1
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanford Fire Prevention Division — Applicant's Signature
Permit # :-
Job Address:
J _d9
Descriptiop'of Work:11INU II11 l{1: (ID _19 ,Lr(
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date: b-1 _ (n
RECEIVED
l(.Ik kd, IARof 1 otal Square Footage i 3 OCT 18 2006
Value of Work: S 1 L.. cm
Permit Type: Building A Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS _ Addition/Alteration Change of Service _ Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct .Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
i
Occupancy Type: Residential Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone- (FEMA form required )
Owners Name &
Phone
me & Address:
Ul l G State License Number: 1. J(L' Xxx_-) 1
Phone &Fax: — — , Q1 35-5 g4ontact Person: , 111 Srn 1 h Phone: 9Li I 5588y t X 2-I L
Bonding Company:
Address:
Mortgage Lender: i A
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. l 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc,
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR 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 req en lorida ' Law, F 713
Special Conditions:
Rev 03/2006 L L
b K 4. l k.( tan ~' v lQS1 "j 5
O-13-0)
Signature of Owner/Agent Date Sig ature of Contractor/Agent Date
a la S .
Print Owner/Agent's Name Print Contractor/Agent's Name
SignatureofNotaryStateofFlorida Date Signatureof Notary-State of Flo H1A iSS-HAYFORD
Notary Public, State of Florida
My comm exp. Apr. 25, 2010
Owner/Agent is — Pe tonally Known to Me or Con actor/A e is _Personally I Q(ta 1 .
DD 525148
Produced ID "" Pro uced ID
414-51)cg
APPROVALS: ZONING: , p•Z•B UTIL: FD: ENG: BLDG:
Ali
CITY OF SANFORD PERMIT APPLICATION
Permit f :
f
Date: 10 — 6 Co
Job Address: t 1 d
Description of Work: InAa LI ne (I A Nadi I I u.m i nakd ftnuwofo !care Footage 3
Historic District: Zoning: Value of Work: $ I Z 1
Permit Type: Building Electrical —A— Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial —L Industrial
Construction Type: ( # of Stories: # of Dwelling Units:: Flood Zone: (FEMA form required)
Owners Name & Address: I \) rv- ha r 1 Vi Q r,&. L Uy
S 9,0,n r) LN a, 4 a I .Q Phone: 3 3 825% 1 9 2 Contractor
Name & Address: G C nA S-} 1 S S
00d6O 97 IJNorn3I (State License Number: Phone &
Fax: l rS gN 1.35S' q 2 C Contact Person: .
l i i 1 On i l Phone: / 1 I Bonding Company:
AA jj/
n Address: R
A — Mortgage Lender:
Address: Architect/
Engineer:
Phone: Address: Fax:
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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
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 req 'rements o Florida Lie Law, FS 3 Signature of
Owner/Agent Date Sig ature of Contractor/Agent Date 5, I-
10 I/eI- PrintOwner/
Agent's Name Print Contractor/Agent's Name f Signature
of
Notary -State of Florida Date 6Wature of Na ry-State of Florida Date Owner/Agent
is _ Personally Known to Me or Produced ID
APPROVALS: ZONING:
UTIL: Special Conditions:
Rev 03/
2006 FD: Contractor/
Agent
is Personally Kn to Me or Produced ID
ENG: BLDG:
CYNTHIA J.
BLISS-HAYFORD Notary Public,
State of Florida My comm.
exp. Apr. 25, 2010 Comm. No.
DD 525148
1621 Rinehart LLC
1615 California St., Ste .707
Denver, CO 80202
Phone: 303-825-9192 . Fax: 303-629-5163
October 5, 2006
To Whom It May Concern:
This letter authorizes Gulf Coast Signs of Sarasota, Inc., as our licensed sign contractor
or their Agents or Subcontractors) to secure permits, variances, and perform sign
installations, removals or maintenance at our property located at 1621 Rinehart Road,
Sanford, Florida.
Panayes J. Diiceou, Manager
J \
THE STATE OF COLORADO
CITY & COUNTY OF DENVER
The foregoing was sworn to and subscribed before me this 5th day of October
2006, by Panayes J. Dikeou, Manager of 1621 Rinehart LLC.
WITNESS my hand and official seal.
NOTARY PUBLIC
My Commission expires 06-12-2010.
Sx "q/ / t:!: -r
NOTICE OF COMMENCEMENT
111 i I I i ii III tl I II I I H I I I
PERMIT NUMBER PARCEL I.D. NUMBER MARYANNE MORSEj CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
STATE OF FLORIDA
BK 06449 Gg 1191; t 1 pg:
The UNDERSIGNED hereby gives notice that improvement will be made to certain real property CLERK' S # 2006166597
and in accordance with Chapter 713, FLORIDA STATUTES, the following information is provided RECORDED 10/ 18/8006 09:40:19 AM
in this Notice of Commencement.
RECORDING FEES 10.00 _
RECORDED BY , H Bail y - LEGAL DESCRIPTION (Must include either lot, block, subdivision, or section township, range)
CERTIFIED COPY
MARYANNE MORSE
CLERK OF'CIRCUIT COURT
SEMINOLE '" T . LORIOA
T
Return original copy to the: CONTRACTOR
4,
Ilrrn.T
Ov ` OWNER INFORMATION
California St. 4707, Denver, CO
NAME
1621 Rinehart LLC ADDRESS
1615
INTEREST IN PROPERTY Owner
NAME & ADDRESS OF FEE SIMPLE TITLEHOLDER (if other than owner) Same
GENERAL DESCRIPTION OF IMPROVEMENT
INSTALL NEW SIGN(S)
PAMELA S. HOLLER CONTRACTOR
NAME GULF COAST SIGNS of SARASOTA ADDRESS 1713 NORTHGATE BLVD-, SARASOTA 3423
BOND AMOUNTS NIA NAME & ADDRESS OF SURETY N/A
LENDING ORGANIZATION N/A
Name and Address )
Persons within the State of Florida, designated by owner upon who notices or other documents may be served as provided by SECTION 713.13 (1) (a) (7),
FLORIDA STATUTES.
NAME
ADDRESS
In addition to himself, owner designates of
Name) Address)
to receive a copy of Lienor's as provided in SECTION 713.13 (1) (b) FLORIDA STATUTES.
EXPIRATION DATE TICE OF COMMEN - E
One year from date of recording, unless specified)
Signature of Owner
Printed Name Panaye ' J D ' k ou, Manaaer of 1651 RinehartTIC-
CERTIFICATION
DENVER
STATE OF Cp*
The foregoing instrument was aRck nowwlle d ged beffoTre me this 5fh d , 20Q6-1 by PanaVc G T Di keou as
wFiois perSonally f own o me or as;:p3o'cFIt"J= ', as identification and who (did) ( take an oath.
i
A L 6h5rf on
es 06-12-2010
Notar^ignature tp • (Stamp)
202
Q
a
Oj4aae2gtnf""
4
John F. Barrett, P.E.
Windload Calculations
0-15 Exp. B
Footing Depth: FBC 2004 1805.7.2.1 d = 5A(1+(1+(4.3h/A)) ) A= 2.34P1(S,b)
3.90 1.46
Weight of Footing: Wf = 150*A*D
9000 Ibs
Calculations: Bearing Area: A = 15.00 sq. ft.
Soil Pressure OK
Soil Pressure: Ps = 660.00 psf Factor of Safety 3.1
Overturning Moments: M, _ f,)(d,+H) 0.00
M2 = f2)(d2+H) 19502.99
M3 = f3)(d3+H) 0.00 ft-Ibs
ft-Ibs
Overturning moment due to wind: MO = 19502.99 ft-Ibs
Weight of Footing and Sign: WSF wAH + Ws ft-Ibs
WSF 9760 Ibs
w = 100 pcf density of concrete
Resisting Moment Due Weight: MR = WSF)(W/2) H = Height of footer
MR = 14626.00 ft-Ibs
Active Soil Resistance R,= ASL)L)(D/3)
R,= 3555.56
R2= ASL)(L)(Dl3)
R2= 3655.56
Resisting Soil Moment: MS = R,)(D,)+(R2)(D2) Footer Ok
MS = 28847.22 ft-Ibs Factor of Safety 2.2
Total Resisting Moment: MT= 4.35E+04 ft-Ibs
Moment about (a) Ma: Ma = F,D,+F2D2+F3D3)
Ma = 11734.163 ft-Ibs
MC = Ma/n Assumes footing rigid subjecting
Mc = 11734.163 ft-Ibs column to bending stresses
Column Design: Section Required: Sx = McIFb
Yield Strength (psi): 35000 Sx = 4.0231415 in"3
Moment of Inertia: 1 = 28.142165 inA4
Column Analysis: Section Designed: Sx = I/c Column Ok
Sx = 8.4806279 in^3 Factor of Safety 2.1
Anchor Bolts: In Tension P = Mc/L
Bolt Yield Strength 64000 P = NA Ibs
Area of bolt Ab in 334 for 3/4 inch
based on minor dia. 606 for 1 inch S = P/Ab Bolt Tension NA
969 for 1.25 inch S = NA Ibs/in^2 Factor of Safety NA
Bolt Yield Strength In Shear
P = Shear force 55000 S = PI2nAb Bolt Shear NA
d = bolt minor diameter S = NA Factor of Safety NA -
Assume pure shear
John Francis Barrett, PE
8259 Barton Farms Blvd
Sarasota, FL 34240
T w.
X:\Gulf Coast Signs\
1621 Rinehart Road Sanford.xls
Page 2 of 2
of
Flonda #44816
Jew York #063279-1
John F. Barrett, PE
10/10/2006
v
N
6'-9" - -
1621 RINEHART ROAD
PLANTE'
s
MANUFACTURE & INSTALL ONE (1) DOUBLE FACED, ILLUMINAW*
MONUMENT SIGN. l
CABINET - 12" EXTRUDED ALUMINUM, ALL WELDED CABINET WITH 11/2 CE I 1
RETAINERS AND DIVIDER BARS, FINISH TO BE SMOOTH.
FACES - .150 FLAT WHITE POLYCARBONATE FACES.
REVEAL - .040 ALUMINUM, FINISH TO BE SMOOTH.
BASE - .063 ALUMINUM OVER INTERNAL ANGLE BRACING. DECORATIVE LINE TO BE
SPRAYED AND MASKED. ADDRESS NUMBERS TO BE 1/2" FLAT CUT OUT PVC LETTERS)
BONDED TO FRONTS OF FACES. FINISH TO BE TEXTURED.
SUPPORT - 1-6"RD.#18.97(.280) ASTMA53 STEEL PIPE. SM - 8.49 SM REQ'D. 4.1.
110 MPH WINDLOAD.
FOUNDATION - 2.2 CUBIC YARDS OF 28 DAY, 2500 PSI CONCRETE.
COLOR SCHEDULE:
a
J0
jm -qr
TEXTURED PAINTED 3M VINYL
W d (D
JTOMATCHTOMATCH #3630-10
WHITE B- 00
In Q .
O
ZOOZ
QgII.
U-Co<
Zrnv)
N1) Go
Gulf Coast Signs of Sarasota, Inc. DESIGN #06B216-R4-1/1 DATE: 9/18/06 JOB NAME: SHOPPES AT RINEHART CUSTOMER APPROVAL THIS DESIGN (EXCEPT REGISTERED OR EXISTING
Blvd. 1713 Northgate Sarasota, FL 34234
1YAPPROVED APPROVED AS 07ED TRADEMARKS) 35 THE PROPERTY OF GULF COAST
941)355-8841 / (800)741-1916
Fax: (941)351-3154
SCALE: 3/8" = 1' 0" ADDRESS: 1621 RINEHART ROAD
DATE: / /
SIGNS OF SARASOTA, INC. AND SHALL NOT BE
USED, REPRODUCED OR COPIED IN WHOLE OR IN
Contact: Dave Roth @ ext. 217 PART WITHOUT WRITTEN PERMISSION.
Email: roth@bgulfcoastsigns.com DRAWN BY: MB CITY: SANFORD STATE: FL ZIP: 32771 BY.-
This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes propergrounding and bonding of the sign
MANUFACTURE & INSTALL ONE (1) DOUBLE FACED, ILLUMINATED f/1
MONUMENT SIGN. AA
CABINET - 12" EXTRUDED ALUMINUM, ALL WELDED CABINET WITH 11/2" ANGLE FACE
RETAINERS AND DIVIDER BARS, FINISH TO BE SMOOTH.
FACES - .150 FLAT WHITE POLYCARBONATE FACES.
REVEAL - .040 ALUMINUM, FINISH TO BE SMOOTH.
BASE - .063 ALUMINUM OVER INTERNAL ANGLE BRACING. DECORATIVE LINE TO BE
SPRAYED AND MASKED. ADDRESS NUMBERS TO BE 1/2" FLAT CUT OUT PVC LETTERS
BONDED TO FRONTS OF FACES. FINISH TO BE TEXTURED.
SUPPORT - 1-6"RD.#18.97(.280) ASTMA53 STEEL PIPE. SM - 8.49 SM REQ'D. - 4.1.
110 MPH WINDLOAD.
FOUNDATION - 2.2 CUBIC YARDS OF 28 DAY, 2500 PSI CONCRETE.
COLOR SCHEDULE:
TEXTURED PAINTED 3M VINYL
TO MATCH TO MATCH 3630-10
WHITE
IMNOTE: PLANTED
Gulf Coast Signs of Sarasota, Inc. DESIGN #06B216-R5-1/1 DATE: 10/18/06 JOB NAME: SHOPPES AT RINEHART CUSTOMER APPROVAL1713NorthgateBlvd. Sarasota, FL 34239 THIS DESIGN (EXCEPT REGISTERED OR EXISTING
TRADEMARKS) IS THE PROPERTY OF GULF COAST941)355- (
94 / (
800 )741-1916 SCALE: 3/8" = 1' D" ADDRESS: 1621 RINEHART ROAD
A D MDIm
SIGNS OF SARASOTA, INC. AND SHALL NOT BEFax: (-
0 Roth* t
DATE. USED, REPRODUCED OR COPIED IN WHOLE OR INContact: Dave Rot® ezt. 217
Email: rotIKD9ulfcoastsigns.<om DRAWN BY: MB/DR CITY: SANFORD STATE: FL ZIP: 32771 1 Dr PART WITHOUT WRITTEN PERMISSION.
This sign is intended to be installed in accordance with the requirements ofArticle 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign
RECEIVED
Permit #:
Job Address: _ . ` / IV klAC,
CITY OF SANFOi3D PERMIT APPLICATION
Date:
JUN 3 0 2006
Description of Work: TNS7'1)'4l- //1L` /91,912. A-1 Total Square Footage
o
Historic District: Zoning: Value of Work: $ 9
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
Owners Name & Address:
Phone:
Contractor Name & Address: J_V Sclla% lo)VS ,27A)C ° j6 4 5lG17-6- /C33
F-1k r I ?9d / , l- [..-- 3 Z- 7 q 6 State License Number: L %' GGOc30 y .3 Phone &
Fax: y07 - 77 I —ZD ZG Cl) 2-0 3 Contact Person: % 2EZJaZ I G ,iJ L Phone: 2%7 - 271 - Z02-6 Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer: Phone: Address:
Fax: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR 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 govemmental 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 Fl da Lien La FS 713. Signature
of Owner/Agent Date Signature of Contractor/Agent Date 9/
y G" Print
Owner/Agent's Name r n r
ntracto
is N Signature
of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/
Agent is _ Personally Known to Me or Produced
ID APPROVALS:
ZONING: Special
Conditions: Rev
03/2006 UTIL:
FD: ontractor
gent is '1'ersonally Known to Me or roducedID
ENG:
MOW
L.
iiuN
Features
One intelligent Signaling Line Circuit
SLC loop supports up to 252 addressable Inputs AND signal/relay
outputs (504 inputs/outputs total)
Addressable devices are polarity insensitive
Devices operate on standard wire -no twist or shield required
FireSmart Application Specific fire detection
4 Class B/2 Class A notification appliance circuits
Up to 6A NAC Power
Built in strobe synchronization protocol
80 Character backlit LCD display
Optional Peer -to -Peer networking using MPC-Net
One man walk test (Silent or Audible)
Auto Program Feature
UP to 16 remote LCD Displays with control capabilities
Programmable from front keypad, or Windows based
PC programming software
Maintenance and technician level passwords
Optional internal DACT
2000 event history log
Made in the USA, ISO 9001 quality crafted
@UL 864, MEA & CSFM Listed
Description
The MPC-6000 is an advanced modular fire
alarm panel. It features analog/addressable
detection, programming, and memory
capability. It's base configuration includes one
analog/addressable loop, with four notification
appliance output circuits.
Operating controls and indicators are mounted
behind a locked cabinet door and an 80-character
LCD display provides specific indications for
addressable devices, while LEDs indicate general
panel status.
MPC-6000
Hardware Configuration
The main termination board mounts in the rear of
the panel.The main power supply is physically
contiguous with the main termination board.The
MPC-6000 main termination board provides the
interface for external system connections, the SLC
loop interface PCB, four NAC circuits, remote
signaling circuits and indicating interfaces.
The front Display Board mounts on a hinged front
plate, which is located behind a locked cabinet
door. Displays for any number of zones are handled
through this board.
All normal operation is controlled from the front of
the panel via membrane switches. Displays are
provided by an 80-character, alphanumeric, backlit
LCD display and by discrete LED indicators for
major panel functions.
9400
The 80-character
LCD display is
used to display
event data, includ-
ing alarms and
troubles, supervi-
sory identification
of zone or device,
and presentation
of history.The
menus are con-
trolled by a set of
four membrane
switches com-
manding the
control rocessor
ee e
P
A back light is
included to assure visibility in low light, but to
conserve power, it is only activated during a
reported event.
Minimum Control Unit Configuration
A. Intelligent Signaling Line Circuit -
The main termination board has addressable
loop interface circuitry supporting one SLC loop
Devices are polarity insensitive and can operate
on untwisted, unshielded wire.
B. Notification Appliance Circuits -The base panel
has four independent NACs. Each circuit can be
selected to give continuous output, one of eight
sounding patterns. NACs are style Z orY
capable, without additional modules.
C. Dry Contacts - Four programmable form "C"
dry relay contacts are provided.
D. Remote Annunciation -The MPC-6000 panel will
drive up to 16 annunciators and 8 remote
processors on an RS-485 communication line.
E. Power Supply -A 7A, 24V nominal power
supply provides all operating power to the panel
for both standby and alarm conditions.
Auxiliary Devices
A. Remote LCD Annunciator (RDC-2) -The
remote LCD annunciator consists of a backlit
80 character, alphanumeric display, 4 menu
buttons, 4 dedicated buttons for operator
interaction, 6 LED indicators, and a security
key switch.
B. Serial Annunciator (SLU-2) - Consists of one
remote processor and one annunciator driver
board capable of providing 16 supervised
outputs for LEDs or incandescent lamps.
Expansion to drive 512 LEDs or lamps is via
additional processor boards and annunciator
drive boards (SLE-16).
C. Serial Relay Unit (SRU-2) - Consists of remote
processor and relay board which provides 8
relays with form "C" dry contacts rated at 1 amp.
Expansion to 192 relays is via additional remote
processor boards and relay boards (SLE-8).
Optional Control Unit Configuration
A. MPC-DACT- The MPC-DACT provides
a dual line digital alarm communications
transmitter. It's parameters are set via the
control unit programming sequence.
The MPC-DACT is compatible with the following
formats: SIA DCS 8, SIA DCS 20, Ademco
Contact ID, 3/1 1400 Hz., 3/1 2300 Hz.,
Wiring, Main Termination Board
01
O
IS - Addressable
Loop Circuit
r
Addressable Device Circuit
Style 4 or 6 Operation
24VDC nominal
Wire Resistance-50 ohms max
see Line Resistance Graph)
Supervised, Power Gmaed
See Owner'suManual for Compatible Dances
NAC Rating:
Alarm Voltage. 24V FW nominal
Max. Alarm Current: 1.5A/NAC circuit
Max_ Ripple. 16VAC
Max. Wire Voltage Drop: 1 OVDC
Max- Standby Current: 1.0mA
NOTE:
The maximum total current for the MPC-&OW NACs is 3.OA and 6.OA
n
9',cri
with the optional additional Transformer P/N NPE-1
OW®
O
O HO O
O
Addressable
Dov ce C"oll
0 0 irl 2t
J
OQ 0 o
00
o
riii.
Plinter/Netwmk
0 CircuitIt
b 0 1 Auxiliary Power
Circuit
IIM
Serial Interface Circuit,
f=. 124VDC nominal, 0.4 max
fXa, X-) RS-485 levels
Wire Type Twisted Parr For Data
Wire Resistance-11 ohms4ine 14000 maxl
Supervised, Power Limited,
See Owner's Manual for
Compatible Devices
General Specifications
Environmental
Operating temperature: 32-120OF (0-49°C)
Relative Humidity - 85% @ 86°F
Primary Supply
Primary input voltage -
120 Vac (50/60 Hz.), 240 Vac (50/60 Hz.)
Maximum primary input current -
1.3 amp @ 120 Vac
Secondary and Trouble Power Supply
24 volt lead -acid battery with 7 AH-38 AH capacity
I ypical Noutication Iyplcal Notil location
Appliance Circuit Appliance Circuit
Style Z, Class A Style Y. Class B
Supervrsed, Power Limted Supervised. Power Limited
See Owners Manual for See Owners Manual for
Compatible Dewces Compatible Devices
R,PlfFW!
I + I
1 I
1 1
I I
I I
PN t0a01
2A% ir7W
I II uric e
tert
W-VO
1BO O Polarity Shown
In Alarm Condition
Printer/Network
RV. _
L
Circui-
tIO O
J'
O
j
O
Op je Relay Circuit 1
id141k
Relay Gmwt 2
0 O Relay Circuit 3
0 - Relay Circuit 4
i l NAC
Circuit
J
Auxiliary Power Outputs Status Relay Contacts
OAA max. A24VDC nominal Shown in normal standby condition)
Unsupervised, Power Limited 1A 28VDC max Resistive For Power
Maximum current of all auxiliary outputs I matid Source, Unsupervised
circuits, Serial Interface Circuit and
option boards is: 0.5A for the 6000
1.0 A for the 7000
Auxiliary Power Outputs
Current - 0.5 amp resettable/non-resettable
power outputs
Status System Relays
4 relays rated @ 1 amp, 28 Vdc resistive
NAC Circuits
Rating per NAC circuit, 1.5A ea., 6 max.
Battery
Base cabinet will accommodate a 10 A battery
set. Larger batteries will require separate enclosure
Dimensions
BOX 18"
51/4"
DOOR 18 3/8"
1
BOX 22"
DOOR 22 9/32" o
I
1
Ordering Information
MPC 6000
Description
MPC-6000 Single Loop Addressable Fire Alarm Panel, Red
Part No.
599-049304FA
MPC 60008 MPC 6000 Single Loop Addressable Fire Alarm Panel, Black 689 049303FA
RDC-2 Remote Annunciator 500-648980FA
NPE-1 Transformer to expand NAC power 500-649120FA
SRU-2 RS485 Relay Card 500-649308FA
SRE-8 8 Relay Extender 500-649337FA
SLU-2 RS-485 LED Driver Card (16 Outputs) 500-649307FA
SLE-16 16 LED Driver Extender 500-649339FA
FAE-21 ACC. Enclosure for RS-485 Devices 500-401403014FA
MPC-DACT Dialer for MPC-6000 and MPC-7000 500-649330FA
CT-1 K CityTie Module for MPC-6000 and MPC-7000 500-649336FA
SFTK-6R Semi-FlushTrim for MPC-6000, Red 500-648955FA
500-648954FASFTK-6B Semi-FlushTrim for MPC-6000, Black
Siemens Building Technologies, Inc.
8 Fernwood Road • Florham Park, NJ 07932
Tel: (973) 593-2600 • Fax: (973) 593-6670
Web: www.faradayfirealarms.com
11/04 2.5M SBT/IG
WARNING -The information contained in this document is intended only as a summary and
is subject to change without notice.The devices described in this document have specific
instruction sheets which cover various technical, limitation and liability information. Copies
of these instruction sheets and the General Product Warning and Limitations Document,
which also contains important information, are provided with the product and are available
from the Manufacturer. Information contained in these documents should be consulted
before specifying or using the product. For further information or assistance concerning
particular problems contact the Manufacturer.
November 2004 - Supersedes sheet dated 12/03
Features
Durable Design
Shock and Vibration Resistant
Pull Down Lever Remains Down Until Reset
Custom Microcomputer ChipTechnology
Dynamic Supervision
Polarity Insensitive with SureWireTmTechnology
Reset with Allen Key
No Break Rods Necessary
Two Wire Operation
Surface or Semiflush Installation
Electronic Address Programming is Easier
and More Dependable
Single and Double Action Models Available
Listed, CFSM and NYMEA Approved
Introduction
8700-S and 8700-D intelligent manual fire alarm boxes
provide the markets' most advanced method of
address programming and supervision, combined with
sophisticated control panel communication. Each 8700
manual fire alarm box incorporates custom microcom-
puter chip. The microcomputer chip technology, and its
sophisticated bi-directional communication capabilities
with the control panel, achieves the state of an "Intelli-
gent Initiating Device"
Description
The 8700-S and 8700-D are constructed of durable
molded polycarbonate material which is matte finished
in red with raised white lettering. The housing accom-
modates a "pull -down" lever which, when operated,
locks in position indicating the manual fire alarm box
has been activated. The pull down lever remains down
and locked until the manual fire alarm box is reset.
The manual fire alarm box is reset only by opening the
hinged housing cover with an allen key and then
closing and locking the cover.
The 8700-S and 8700-D manual fire alarm boxes
operate with MPC-6000 & 7000 control panels.
The manual fire alarm box's microcomputer chip has
the capacity of storing, in memory, identification
information as well as important operating status
information.
8700-S 8700-D
Single -Action Station Double -Action Station
Faraday's innovative technology also allows all 8700
Series Intelligent manual fire alarm boxes to be pro-
grammed by using the Model 8720 Programmer/
Tester. The Programmer[Tester is a compact, portable,
menu driven accessory which makes programming
and testing a manual fire alarm box device faster,
easier and more dependable than previous methods.
The 8720 eliminates the need for the device's mechani-
cal addressing mechanisms, such as program jumpers,
dipswitches or rotary dials because the 8720 electroni-
cally sets the manual fire alarm box's address into
its microcomputer chip, nonvolatile memory. Vibration,
corrosion and other conditions which deteriorate
mechanical addressing mechanisms are no longer a
cause for concern.
The 8700-S and 8700-D are fitted with screw terminals
for connection to an addressable circuit. They can be
either surface or semiflush mounted.
The 8700 Series manual fire alarm boxes derive their
power, communicate information and receive com-
mands over a single pair of wires.
The 8700 Series is compatible on the same circuit
with all 8700 detectors, interfaces or addressable
conventional zone modules.
9651
Mounting Data
HOUSING 4 in
HINGED TO NAMEPLATE
BACKPLATE
A
1
t 3/16 in
HOUSING y
LOCKING
SCREW BACKPLATE \
SURFACE MOUNTING ENCLOSURE \
Electrical Ratings
Current Draw (Active or Standby): 1 mA
Ordering Information
Siemens Building Technologies, Inc.
8 Fernwood Road • Florham Park, NJ 07932
Tel: (973) 593-2600 • Fax: (973) 593-6670
Web: www.faradayfirealarms.com
SB-5R
0
0
7 ^
in
p 31h in DEEP
SWITCH BOX
p 01 (USER SUPPLIED)
11-1
WARNING -The information contained in this document is intended only as a summary and
is subjectto change without notice.The devices described in this document have specific
instruction sheets which cover various technical, limitation and liability information. Copies
of these instruction sheets and the General Product Warning and Limitations Document,
which also contains important information, are provided with the product and are available
from the Manufacturer. Information contained in these documents should be consulted
before specifying or using the product. For further information or assistance concerning
particular problems contact the Manufacturer.
12/04 2M SBT/IG December 2004 - Supersedes sheet dated 3/04
Features
Intelligent Interface Modules for use
with MPC-6000 & 7000 Control Panels
Interfaces and Supervises Normally Open Contacts
Compact Size Allows Mounting in Single Gang Box
Behind Equipment
Polarity InsensitiveTechnology
InnovativeTechnology Supports Comprehensive
System and Interface Communication
Dynamic Supervision
Two Wire Operation
8720 Device Program/Test Unit Electronically
Programs and Verifies Device's Address andTests
Device's Functionality
@ Listed, CSFM and NYMEA Approved
Introduction
The FARADAY 8701 Intelligent interface module is
designed to provide the means of interfacing direct
shorting devices to the MPC-6000 & 7000 initiating
circuit.
The 8701 Intelligent interface module provides the
market's most advanced method of address pro-
gramming and supervision, combined with sophis-
ticated control panel communication. Each 8701
interface module incorporates microcomputer chip
technology and its sophisticated bi-directional
communication capabilities with the control panel.
Description
The 8701 is designed to monitor a normally open
dry contact and reports the contact's status to the
control panel.
The device's microcomputer chip has the capacity
of storing, in memory, identification information as
well as important operating status information.
FARADAY innovative technology allows all 8701
intelligent interface modules to be programmed by
0
using the 8720 Device Program/Test Unit. The 8720
is a compact, portable, menu driven accessory that
makes programming and testing an interface
device faster, easier and more dependable than
previous methods. The 8720 eliminates the need
for mechanical addressing mechanisms, such as
program jumpers, DIP switches or rotary dials,
because it electronically sets the 8701 interface's
address into the interface's microcomputer chip
non-volatile memory. Vibration, corrosion and
other conditions that deteriorate mechanical
addressing mechanisms are no longer a cause for
concern.This 8701 is connected to the program/
tester with the programming cable provided with
the tester.This programming cable utilizes two (2)
alligator clip connectors to attach to the 8701.
The 8701 Series has five leads, one for grounding,
which are wired to the system with user supplied
wire nuts.
9610
The 8701 is fully compatible on the same circuit
with detectors, addressable manual stations or any
addressable intelligent modules.
All 8701 intelligent interface modules have been
UL and ULC Listed.
Environmental operating conditions for all 8701
modules are 320F (°C) to 120OF (49°C) with a
relative humidity of not greater than 93%
non-condensating.
Ordering Information
8701 1 Single Input
Electrical Ratings
Current Draw (Active or Standby): 1 mA
Siemens Building Technologies, Inc.
8 Fernwood Road • Florham Park, NJ 07932
Tel: (973) 593-2600 • Fax: (973) 593-6670
Web: www.faradayfirealarms.com
3.5 500-034000FA
WARNING -The information contained in this document is intended only as a summary and
is subject to change without notice.The devices described in this document have specific
instruction sheets which cover various technical, limitation and liability information. Copies
of these instruction sheets and the General Product Warning and Limitations Document,
which also contains important information, are provided with the product and are available
from the Manufacturer. Information contained in these documents should be consulted
before specifying or using the product. For further information or assistance concerning
particular problems contact the Manufacturer.
12104 2M SBTAG December 2004 - Supersedes sheet dated 12/03
11111111 'V =7='N
Features
Intelligent Detectors for use with
MPC 6000 and 7000 Control Panels
Three models available Photo (8710), Photo -Thermal
8713) and 135°FThermal, fixed and rate of rise (8712)
High -Speed, Fault -Tolerant Communication
Multi -color status L.E.D (green, amber, red)
Field cleanable photo chamber
Electronic addressing with field programmer model 8720
Mounts in standard 8853 Series Base
Low Profile Design
Optional fully programmable relay base,
audible base and duct housing
Two Wire Operation
@ UL Listed, CSFM, NYM EA Approved
Introduction
The 8710 and 8713 intelligent photoelectric smoke
detectors provide reliable smoke detection to meet
today's critical life safety and property protection
needs. The FireSmart series of detectors provide
an extremely high degree of resistance to RFI, EMI
and humidity. The FireSmart series detector utilizes
a microprocessor with "on -board" EEPROM sup-
porting the detectors sophisticated programming,
error checking and self -diagnostic capabilities.
The 8710 is an intelligent smoke detector, the
8713 is a smoke detector with thermal assist, and
the 8712 is a heat detector. The thermal sensors
respond at 135°F. These devices are designed for
use with the MPC-6000 and 7000 control panels
and use the 8853 detector base.
Description
The 8710, 8712 and 8713 are two -wire, plug-in detec-
tors that are compatible with the MPC-6000 and 7000
control panels. Each 8710 and 8713 have a dust
resistant, field cleanable photo chamber and micro-
processor based electronics. The 8712 and 8713
utilize a state-of-the-art the rmistorfor heat sensing.
All detectors have low profile, high -temperature
plastic covers for maximum protection of compo-
nents and use surface mount electronic components
for increased reliability. Every smoke detector is
shipped with a red protective dust cover.
8712 135'F Thermal
r
8710
8713 Photo Thermal
Smoke detectors utilize an infrared light emitting
diode (IRLED) and a light sensing photodiode.
Under normal conditions, light transmitted by the
LED is directed away from the photodiode and
scattered through the smoke chamber in a con-
trolled pattern. The smoke chamber is designed to
manage light dissipation and extraneous reflec-
tions from dust particles or other non -smoke
airborne contaminants in such a way as to maintain
stable, consistent detector operation. When smoke
enters the chamber, light emitted from the IRLED is
scattered by the smoke particles and is received by
the photodiode.
When an alarm condition occurs, the detector
latches" in alarm and informed the control panel
of its status. The detector is reset upon command
from the control panel. The control panel also sets
the detector's sensitivity.
Every time the control panel polls the detector, the
multi -color LED will flash green to indicate that it
has passed the internal self test and has communi-
cated its status to the control panel. If the detector
does not pass the self test, is dirty beyond the
limits of its environmental compensation, or is in
trouble" in any way, the LED flashes amber and
informs the panel of its status, allowing for easy
identification of which detector is in trouble. When
in alarm, the detector LED flashes red.
9604
Detectors are assigned their address using the
8720 Field Programmer/Tester, which electronically
stores address information in the detectors non-
volatile memory. The 8720 can also be used for
device testing and diagnostics.
The FireSmart series detectors can be on the same
circuit as other 8700 series initiating devices such
as manual stations,TRI Monitoring/Relay Modules,
etc. Detectors are mounted in the standard 8853 or
8716 Relay Base, 8715 Audible Base, or 8840/8717
Duct Housing. Use the standard 8727C or 8727W
red) Remote Lamps when remote annunciation
is required.
Smoke detectors are field cleanable per the instruc-
tions included on the installation sheet provided with
the product. X1 series detectors are UL listed for
operation within the standard UL specified tempera-
ture range of 32 to 100 degrees F (0 to 38 degrees Q.
Application Data
Installation of X1 series detectors require detector
bases 8853, 8715, 8716, or 8840.
The 8710 and 8713 detectors can be applied within a
maximum 30-foot center spacing (900 square foot
area) as referenced in NFPA 72, This applications
guideline is based on ideal conditions; specifically,
smooth ceiling surfaces, minimal air movement and
no physical obstructions between potential fire
sources and the detector. Do not mount detectors
in close proximity to ventilation or heating and air
conditioning outlets. Exposed joints or beamed
Ordering Information
8710 Photoelectric Detector
8713 Photo -Thermal Detector (FireSmartTM')
8712 135°F Fixed Thermal Detector
8715 Audible Base
8853 1 Detector Base
8840 _ Air Duct Housing
8717 Air Duct Housing with Relay
8716 Relay Base
8727W Remote Lamp (red) for 4" octagon box
8727C Remote Lamp (red) for single gang box
8720 Field Programmer
8846 Detector base lock (Pkg. of 50)
IIII
Siemens Building Technologies, Inc.
8 Fernwood Road • Florham Park, NJ 07932
Tel: (973) 593-2600 • Fax: (973) 593-6670
Web: www.faradayfirealarms.com
ceilings may also affect safe spacing limitations of
detectors. Should any questions arise regarding
detector placement, observe NFPA 72 guidelines.
Locating in close proximity to "noisy" electronic light
ballasts or other sources of high level EMI or RFI
should be avoided.
Good fire protection system engineering and
common sense dictate how and when fire detection
devices are installed and used. Contact your local
Faraday authorized sales outlet whenever you need
assistance applying these devices. Be sure to follow
NFPA guidelines, the UL approved installation
instructions provided with the product and local
codes, as with any other fire protection equipment.
Dimensions
B Diameter Bzse
T
23
C veral
Height
i
Technical Specifications
Operating Temperature
32°F (0°C) to 100°F (38°C) per UL 269/268A
Humidity
0-93% Relative Humidity Non -Condensing
Current Draw
1 mA in alarm or stand-by mode
500-034800FA
500-033290FA
500-033380FA
500-033210FA
500-094151FA
500-095656FA
500-033280FA
500-033220FA
500-033310FA
500-033230FA
500-033260FA
500-695350FA
WARNING -The information contained in this document is intended only as a summary and
is subject to change without notice.The devices described in this document have specific
instruction sheets which cover various technical, limitation and liability information. Copies
of these instruction sheets and the General Product Warning and Limitations Document,
which also contains important information, are provided with the product and are available
from the Manufacturer. Information contained in these documents should be consulted
before specifying or using the product. For further Information or assistance concerning
particular problems contact the Manufacturer.
12/04 2M SBT/IG December 2004 - Supersedes sheet dated 12/03
uTW,1kM2MHL ' a = ri s
Voice - Data -Signal
MODULAR SURGE PROTECTION
DITEK's "Smart Module" surge protector is perfect for applications requiring
multiple terminations of control, data and signal wires. Simply remove the module
from the hardwired base (Model MB10, sold separately) and insert a new module.
It's that easy! The unique hybrid circuitry provides exceptional strength as well as
Flat -Line' clamping. This gives the best protection for sensitive circuit boards.
Eight voltage levels make this an excellent choice for all voice/data signal
applications.
FEATURES
Hard -wire base (MB10) with modular
suppression
Gold plated connectors in MB10 base
3 Stage hybrid design. S.A.D., gas tube,
PTC or fuse
BENEFITS
Allows installer to restore suppression with-
out interrupting service to the system
Maintains connection integrity
Stronger, faster, better protection than similar
products
ONE DITEK CENTER 1-800-753-2345
1720 Starkey Road, www.ditekcorp.com
Largo, FL 33771
DITEK
General Specifications - 2MHLP Series
Agency Approval: UL497B
Connection Method - Module: Plug in for MB10 Base (not included)
Connection Method - Base: 12AWG stranded maximum
Continuous Current: 180 mA (`A suffix); 5 Amps ('B' suffix)
Max Surge Current: 20K Amps
Protection Modes: L - G (All)
Warranty: Limited Lifetime Warranty
Dimension: 2.10" x 1.60" x 1.00" Weight: 18 grms Housing
Other Specifications
am
Model: 5 12 24 36 48 70 90 110
Service Voltage <5VDC 10VDC 22VDC 34VDC 44VDC 62VDC 80VDC 10OVDC
MCOV. 5VDC 12VDC 24VDC 36VDC 48VDC 70VDC 90VDC 11OVDC
Typical Let Through Voltage: 6.8VDCI 15VDC 30VDC 39VDC 56VDC 90VDC 130VDC 1 150VDC
MODEL SELECTION I—
2.05"
M H L P
L "A~ SUFFIX- 1EpmACONTINUOUS CURREN7 B"
SUFFIX= SACONTINUOUS CURRENT VOLTS:
5. 12, 24. 36. 48. 70, 90, 110 LP -
LINE PROTECTOR H -
HYBRID DESIGN M -
MODULAR 4
4
oT
o-
ar
ar ar sw
s1D SPD 1
F
wmarwo 2X
0.14" 2.16" 00400
00000
2.
03' j.
61"
2X .
25" 2.
42" -- -- .97" r M198-
MLP Rev4/
13/04
NP SERIES
VALVE REGULATED LEAD -ACID BATTERIES
SHORTFORM BROCHURE
11fr(
YUASA
Nominal Capacity (Ah)
1 1.2 2.8 4 7
1
10 12
1
0.8 1.2 2 2.1 2.3 2.8 3.2 4 7 12 17 18 24 38 6520hrto1.75vpc 30oC
1 Oh to 1.75vpc 20°C 0.93 1.1 2.5 3.7 6.5 9.2 11.1 0.74 1.1 1.86 1.9 21 2.5 2.9 3.7 6.4 11.1 15.7 16 22.3 35.3 60.5
5hr to 1.70vpc 20°C 0.85 1 2.3 3.4 6 8.5 10 0.68 1 1.7 1.75 1.9 2.3 2.7 3.4 5.9 10 14.4 14.5 20.4 32.3 55.3
1hr to 1.60vpc 200C 0.6 0.7 1.6 2.4 4.2 6 7.2 0.48 0.7 1.2 1.2 1.3 1.6 1.9 2.4 4.2 7.2 10.2 10.3 14.4 22.8 39
Voltage 6 6 6 6 6 6 6 12 12 12 12 12 12 12 12 12 1 12 12 1 12 12 1 12 12
Energy Density (Wh.L 20hr) 54 58 61 72 86.2 85 101 65 61 95 69 76 63 71 75 91 1104 89 1 94 79 1 83 77
Specific Energy (Wh.kg.20h,) 24 25 29 28 28.5 30 35 27 25 34 31 29 30 32 27 32 36 33 38 32 32 34
Int. Resistance (m.Ohms) 75 60 30 20 22.5 8 8 270 110 180 60 65 60 50 40 25 16 15 11 9.5 7.5 5
Maximum discharge (A) 5 12 28 40 35 40/751 75 4 12 10 21 23 28 32 40/75 40/75 75 170 112 240 300 500
Short Circuit current (A) 15 36 84 1.20 105 300 1360 12 36 30 63 69 84 96 120 210 360 500 500 500 500 800
Dimensions (mm)
Length 51 97 134 70 151 151 151 96 97 150 178 178 134 134 90 151 151 181 180 166 197 350
Width 42.5 25 34 47 34 50 50 25 48 20 34 34 67 67 70 65 98 76 76 175 165 166
Height overall 54.5 54.5 64 105.5 97.5 97.5 97.5 61.5 54.5 89 64 64 64 64 106 97.5 97.5 167 167 125 170 174
Weight (Kg) 0.25 0.31 0.57 0.87 1.32 1.93 2.05 0.35 0.58 0.7 0.82 0.95 1.12 1.2 1.75 2.65 4.05 6.1 6.2 9 14.2 23
Terminal A A A A A A/D D 1 A B A A A A A)D A/D D E/L E E/L J/F K/G
Layout 5 1 1 5 1 1 1 6 3 7 1 1 3 3 1 4 4 2 1 2 2 1 2 2
Terminal Toroue Nm 2.451 2.45 2.451 2.45 4.76
Layouts
1 2 3 4
O O O O O O
5 6 7
O
Nnminal ("'anariN /Ahl
20hr to 1.75v c 30°C 8 17 24 30 38 65
1 Ohr to 1.75v c 20*C 2 3.2 5 12 16 33m c 10cm 7.4 15.7 22.3 28 35.3 60.5
5hr to 1.70v c 20°C 1.82 2.91 4.5 10.8 14.5 53wpc 5cm 6.8 14.4 20.4 25 32.3 55.3
1 hr to 1.60v c 200C 1.5 2.4 3.8 9 12 71 w c 3cm 4.8 10.2 14.4 17 22.8 39
Voltage 12 12 12 12 12 12 6 12 12 12 12 12
Energy Density (Wh.L20hr) 82.7* 69.2* 92.9* 95* 86.4* 47.8** 46 89 79 80.9 83 77
Specific Energy (Wh.k .20hr) 28.5* 27.3* 29.9* 32* 30.9* 16.8** 18 33 32 31.4 32 34
Int. Resistance (m.Ohms) 66 35 24 16 15 18 15 15 9.5 9 7.5 5
Maximum discharge A 14 22.4 35 84 112 45 40 170 240 300 300 500
Short Circuit current A 40 64 100 240 320 150 300 500 500 500 500 1800
Dimensions mm
Length 8 134 90 151 181 151 151 181 166 195 197 350
Width 51 67 70 98 76 51 50 76 175 129 165 166
Height overall 88 64 106 97.5 167 97.5 97.5 167 125 179 170 174
Weight K 0.84 1.4 2 4.2 6.2 2.14 1.8 6.1 9 11.2 14.2 23
Terminal A A D D E A+D A E E F F G
Layout 2 3 1 4 2 1 1 2 1 2 1 1 2 2
Terminal Torque Nm 2.45 2.45 2.45 2.45 4.76 4.76
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-2516 • FAX # 407-302-2526
DATE: 3 or PERMIT #: C)&-CVP-7u
BUSINESS NAME / PROJECT: N
ADDRESS: )6" ' 'ie
PHONE NO.: FAX NO.:
CONST. ]J ISP. [ ] C / O INSP.:[ ] REINSPECTION [ ) . PLANS REVIEW V(
F. A. [v)' F.S. ] HOOD [ j PAINT BO( -TH () BURN PERMIT [ J
TENT PERMIT ( TANK PERMIT [ ] OTHER [f
TOTAL FEES: $ (PER UNIT SEE BELOW)
COMMENTS: spncc o c
a ,
Address / Bldg. # / Unit # Square Footne Fees per Bldg. / Unit
1.
3.
4. $
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanford Fire Prevention Division Applicant's Signature
Features
TheAdapteff feature offers four field selectable
candela strobe values-15/75, 30/75, 75 or 110 for
wall & ceiling mount
Operates in either sync or non -sync modes
Low current draw
Integral universal mounting - single gang, double
gang or T square box
Colors — red or off-white
ADA/NFPA/ANSI compliant
UL UL 1971 listed for both wall and ceiling mount—
CSFM and ULC and MEA approved
Made in USA, ISO 9001 certified
A 5406 Sync Control Module is only required to
activate the Instant Sync feature, nothing to set or
change at the strobe unit
Description
The 2700 and 2701 strobes combine state of the art
electronics to provide reliability and low current
draw to meet visual life safety applications.The
Adapterfeature offers fourfield selectable candela
settings - 15/75, 30/75, 75 or 110.
l
l
Detail -Adapter selector switch
The integral universal mounting plate of the 2700
provides for easy installation with single gang,
double gang or4" square box mounting.The lens
construction provides high candela output with
low current consumption while meeting UL and
ADA standards.
The 2701 provides the same strobe choices and is
constructed of metal for mounting bell or chime
devices to the plate.
OfjNa W.
2701 Strobe Plate
The 2700 & 2701 use a Xenon flashtube with solid
state circuitry for maximum reliability and effi-
ciency. Strobes have a rounded dome shape made
of clear polycarbonate.
The 2700 uses a terminal block which will accept 12
awg wire for easy installation and the 2701 uses a
pigtail (4 wire) connection.
Typical Applications
Signals for hearing impaired
High noise areas where audible signals are
ineffective
Add strobes to existing bell installations where
replacing the audible signal is not practical
Engineering Specifications
The visual notification appliances shall be Faraday
Adapter Series 2700 or 2701 field selectable can-
dela strobe appliance, or approved equal.They
shall be listed to UL1971 (Standard for Safety
Signaling Devices for the Hearing Impaired) for
indoor applications, and shall be ADA/NFPA/ANSI
compliant.
The strobe shall produce a flash rate of one (1)
flash per second over the Operating Voltage Range
limits of 16 to 32Vdc.The strobe light shall consist
of a Xenon flash tube enclosed in a rugged, clear
polycarbonate lens. Inputs shall be compatible with
standard reverse polarity circuit supervision by an
FACP.The Strobe shall be of low current design,
and shall provide a minimum of four (4 ) field
selectable strobe intensity settings, 15n5, 30n5, 75
and 110 candela. All settings shall be UL 1971 listed
for both wall and ceiling mount applications.The
selector switch shall be tamper resistant. It shall
not be necessaryto remove the strobe from the mounting
surface to selectthe strobe intensity. 2700
Specifications Environmental
32°
F to 120°F (0°C to 49°C) at 85% RH Operating
Voltage Range Limits 16-
32Vdc orVFWR Mounting
Integral
universal mounting plate mounts to
single gang, double gang or 4" square box.
Screw terminals accept 12 awg wire Shipping
Weight 9
oz. approx. 2701
Specifications Environmental
32°
F to 120°F (0°C to 49°C) at 85% RH Operating
Voltage Range Limits 16-
32Vdc orVFWR Mounting
4"
square box. Pigtail connection Shipping
Weight 1
lb. approx. When
synchronization is required, the strobe shall be
compatible with the Faraday 5406 Sync Module, or
other source of Faraday Sync Protocol, and shall not
drift out of synchronization. The
Series 2700 Stand -Alone Strobe shall have an integral
universal mounting plate that shall allow mounting
to single- gang, two -gang, and 4" square backboxes,
as well as Faraday 3046 and 3047 Surface
Boxes.A cover trim plate shall be included to
enhance appearance.There shall be no mount- ing
holes or screw heads visible. The
Series 2701 Strobe Plate shall facilitate the addition
of a strobe to a bell installation.The Strobe Plate
shall mount to a 4" square backbox for flush mounting.
NOTE:
These notification appliances are UL listed and rated
as "special application", which represents appliances which
have been investigated to operate as described in the
product's installation instructions over the voltage range
of 16-32 VDC or VFWR. 2700
Physical Dimensions 4.
51W 4.
WT 2701
Physical Dimensions Svu+
tch
2700 Ordering Information
Stand -Alone Strobes
Accessories
3017B-0-14 Flush or surface box,1-9/16" (D) red 500-694496FA
3017B-0-21 Flush or surface 1-9116" (D) white 60000-695
3_0_188-0-14
box,
Semi -Flush adapter plate red 500-694497FA
3018f3-0 2tm Semi -Flush adapter plate µwhite 500.695776FA
3019E-0-14 Concealed conduit plate red 500-694498FA
30198-0-21 Concealed conduit plate white 500-6957 77FA
30468-0-14 Surface box, 1.7" (D) red 500-695340FA
3046B-0-21 Surface box, 1.7" (D) white 500-695874FA
3047B-0-14 Surface box, 2.7" (D) red 500-695341 FA
3047E 0-2i
ww —m--—
Surface box, 2.7° (D) white 500 695876FA
30488 Flush box, 2.7° (D) 500-895342FA
54068-0-14-24-DC Sync Control Module red 500-696872FA
54066-0-21-24-DC Sync Control Module white 500-696873FA
2701 Ordering Information
Signal Strobe Plates
27018-14-24 16-32 Vdc ; 15175 63 mA 500-699703FA
field selectable candela) 3075 84 mA
2701B-21-24 white 75 143 mA 500-699704FA
field selectable candela) 6 110 178 mA
Typical Wiring
Red
Shown in Alarm
from control
panel notification circuit Strobe
or from 5406 Sync
Module
Blk
RN+
Red Red + Rtxi &—W
To next appliance
or FRCP
Strobe _ Strobe
1<
To next appliance
or end of line
Blk - 81k BIk - Blk
device
WARNING -The information contained in this document is intended only as a summary and
is subjectto change without notice.The devices described in this document have specific
Siemens Building Tech nolog ies, Inc.
8 Fernwood Road • Florham Park, NJ 07932
instruction sheets which cover various technical, limitation and liability information. Copies
of these instruction sheets and the General Product Warning and Limitations Document,
which also contains important information, are provided with the product and are available
Tel: (973) 593-2600 • Fax: (973) 593-6670
Web: www.faradayfirealarms.com
from the Manufacturer. Information contained in these documents should be consulted
before specifying or using the product. Forfurther information or assistance concerning
particular problems contact the Manufacturer.
3/05 2.5M SBT/IG March 2005 - Supersedes sheet dated 6/04
Features
The AdapterTM feature offers four field selectable candela
values- 15/75, 30/75, 75 or 110for wall & ceiling mount Automatic
sync or non -sync operation Sync
strobes and sync temporal horns, with horn silence
on 2 wires in sync mode Temporal
or steadytone in non -sync mode Internal
volume control Low
current draw Single
gang and universal mount configurations L
UL464 & 1971 listed for both wall and ceiling mount -
CSFM, ULC, FM and MEA approved ADA/
NFPA/ANSI compliant Screwterminals
accept 12 awg wire Synchronization
requires 5406 Sync Control Module or RSE-300 Made
in USA, ISO 9001 quality crafted Description
Faraday'
s 2830 & 2831 Electronic Horns and 2834 Horn
Strobes provide synchronous or non - synchronous
operation. The
2830 mounts to a single gang box, the 2831 and
2834 have a universal mounting plate for 1 gang,
2 gang or 4" square box mounting. Faraday
notification devices are designed with the installer
in mind. They are constructed with the electronics
in the housing and not in the box. This
design eliminates possible ground faults from crowded
electrical boxes. The Adapterfeature offers fourfield
selectable candela settings -15/75, 30/75, 75 or
110. An internal volume control provides adjustment of
dBA output levels. See detail on page 2. The
283x devices automatically detect if the circuit
they are connected to is synchronizing or non -
synchronizing. Model
2834
Horn
Strobe Mol
28'
Ho
The
283xs may be connected to conventional NACs whose
output is steady (non -pulsing) or to a NAC whose
output is the Faraday sync protocol. The 283xs
will automatically determine what kind of circuit
it is connected to. When connected to a NAC with
the Faraday protocol, the 283x devices will be synchronized
and silenceable while the strobes remain
flashing. In the non -synchronized mode the 2830
audible section can be field selectable to sound
a continuous horn tone or a non -synchro- nized
temporal horn pattern. Engineering
Specifications The
audible/visual notification appliances shall be Faraday
Series 2834 Selectable Candela Strobe - Horns,
or approved equal. The audible appliances shall
be Faraday Series 2830 or 2831 Horns, or approved
equal. The Series 2834, 2830 and 2831 Horns
shall be UL listed under Standard 464
Fire Protective Signaling). The visual segment of the
Series 2834 shall be the Adapter Selectable Candela
Strobe and shall be listed to UL1971 (Standard for
Safety Signaling Devices for the Hearing Impaired).
The appliances shall be listed for indoor applica-
tions and shall be ADA/NFPA/ANSI compliant. The
strobe segment of the Series 2834 shall produce a
flash rate of one (1) flash per second over the
Operating Voltage Range Limits.
The strobe shall consist of a xenon flash tube
enclosed in a rugged clear polycarbonate lens. The
strobe shall be of a low current design, and shall
provide a minimum of four (4) field selectable
strobe intensity settings, 15/75, 30/75, 75, and 110
candela. All settings shall be UL1971 listed for both
wall and ceiling mount applications. The selector
switch shall be tamper resistant. It shall not be
necessary to remove the appliance from the
mounting surface to select the strobe intensity.
In non -synchronous operation with steady power
applied, the horn shall produce a temporal pattern
or a steady horn tone. A two pin jumper shall be
provided to select the temporal or steady tone
pattern.
In synchronous operation the Series 2834 Horn
segment, and the Series 2830, and 2831 Horns shall
produce a temporal pattern audible output, and
Specifications
Environmental
32°F to 120OF (0°C to 49°C) with 85% humidity
Primary Input Voltage:
Horn: 16-32 Vdc or VFWR
Strobe: Operating voltage range limits
16-32 Vdc or VFWR
Mounting
2830B, mounts to a 1 gang box 2831 B & 2834B,
have a universal mounting plate for 1 gang, 2 gang
or 4" square box
shall have an internal volume control providing
adjustment of dBA output levels. The appliances
shall be designed for 24 VDC, 2 wire synchronous
operation. The appliances shall be used on notifica-
tion appliance circuits equipped with the compat-
ible Faraday Series 5406 Sync Module, or other
source of Faraday Sync Protocol and shall provide
synchronization of both the strobe flash rate and
the temporal audible output pattern. The strobe and
audible signals shall not drift out of synchroniza-
tion. The appliances shall also be designed so that
the audible signal may be silenced while the
strobes continue to operate, all on 2 wires. Inputs
shall be compatible with standard reverse polarity
circuit supervision by an FACP.
The Series 2834 Horn -Strobe, and the Series 2831
Horn shall include a Universal Mounting Plate that
shall allow mounting to single -gang, two -gang, and
4" square backboxes, as well as Faraday 3046 and
3047 Surface Boxes.
The Series 2830 Horn shall be designed specifically
for mounting to a single -gang backbox.
NOTE: These notification appliances are UL listed and
rated as "special application", which represents appliances
which have been investigated to operate as described in
the product's installation instructions over the voltage
range of 16-32 VDC or VFWR.
UL Horn Ratings at 10 Feet with
24 Vdc Supplied
Temporal Horn —
Maximum Vol.: 83.6 db @ 54 mA
Minimum Vol.: 79.3 db @ 30 mA
Steadytone —
Maximum Vol.: 87.8 db @ 54 mA
Minimum Vol.: 83.3 dB @ 30 mA
Shipping Weight
2830: 8 oz. approx.
2831: 8 oz. approx.
2834: 12 oz. approx.
Model 2834
Typical Wiring
2830 Horn
Alarm Polarity
shown from Contro
Panel or previous
device
Notification
Appliance ckt.
1, 2 or 4 Square Mounting
Aor
0 or
Back box by others)
Notes: When audible signal and strobe are
connected to same notification appliance
circuit, current rating is combination of audible
signal and strobe current.
2 3
1 4 Max. Volume
Detail - Volume adjustment
factory set at max. volume)
Detail - Adapter
selector switchr.
2834 Horn Strobe
Strobe & Horn on same circuits)
To next device or
E.O.L. (Style WN-
Class "B" ckts.) or
turn to F.A.C.P.(Style
X/Z-Class "A" ckts.)
Notification
Appliance ckt
2834 Horn Strobe
Strobe & Horn on separate circuits)
Alarm Polarity
shown from Control
Panel or previous
device
Strobe Notification
Appliance ctk.
Audible Notification
Appliance ckt.
To next device
or E.O.L.
Cut jumpers to power audible
signal and strobe from
separate circuits
A W
To next device or E.O.L.
Style WN-Class "B" ckts.)
or return to F.A.C.P.(Style X/
Z-Class "A" ckts.)
Ordering Information
Accessories
IIII WARNING -The information contained in this document is intended only as a summary and
is subject to change without notice. The devices described in this document have specific
instruction sheets which cover various technical, limitation and liability information. CopiesSiemensBuildingTechnologies, Inc. of these instruction sheets and the General Product Warning and Limitations Document,
8 Fernwood Road • Florham Park, NJ 07932 which also contains important information, are provided with the product and are available
Tel: (973) 593-2600 a Fax: (973) 593-6670 from the Manufacturer. Information contained in these documents should be consulted
before specifying or using the product. For further information or assistance concerning
Web: www.faradayfirealarms.com particular problems contact the Manufacturer.
3/05 2.5M SBT/IG June 2004 - Supersedes sheet dated 12/03
Features
Automatic sync or non -sync operation
Sync strobes and sync temporal horns, with horn silence on
2 wires in sync mode
Temporal orsteadytone in non -sync mode
Internal volume control
UL 464,1971, UL1638 listed for wall mount only
ADA/NFPA/ANSI compliant
Screwterminals accept 12 awg wire
Synchronization requires 5406 Sync Control
Module or RSE-300
Made in USA, ISO 9001 quality crafted
The Adaptor feature offersfourfield selectable candela values -
15/75, 30/75, 75 or 110 for wall & ceiling mount
Description
Faraday's weatherproof 2836 Electronic Horn and
2837 Horn Strobes provide synchronous or non -
synchronous operation.
These devices mount to a MT-SUR-Box outdoor
surface backbox.
Faraday notification devices are designed with the
installer in mind. They are constructed with the
electronics in the housing and not in the box. This
design eliminates possible ground faults from
crowded electrical boxes. TheAdapterfeature
offers fourfield selectable candela settings- 15/75
30/75, 75 or 110. An internal volume control provides
adjustment of dBA output levels. See detail on
page 2.
The 283x devices automatically detect if the circuit
they are connected to is synchronizing or non-
synchonizing.
The 283x may be connected to conventional NACs
whose output is steady (non -pulsing) or to a NAC
whose output is the Faraday sync protocol. The
283x will automatically determine what kind of
cicuit it is connected to. When connected to a NAC
with the Faraday protocol, the 283x devices will be
synchonized and silenceable while the strobes
MT SUR-Box
2837
2836
remain flashing. In the non -synchronized mode the
2830 audible section can be field selectable to
sound a continuous horn tone or a non -synchro-
nized temporal horn pattern.
Engineering Specifications .
The weatherproof audible/visual notification appli-
ances shall be Faraday Series 2837 Horn/Strobe
or approved equal. The weatherproof audible
appliances shall be Faraday weatherproof 2836
Horn or approved equal. The Series 2836 and 2837
Horns shall be UL listed under Standard 464 (Fire
Protective Signaling). The visual segment of the
Series 2837 shall be listed to UL1971 (Standard for
Safety Signaling Devices forthe Hearing Impaired)
for indoor use and UL1638 for outdoor use. The
appliances shall be listed for outdoor applications
and shall be ADA/NFPA/ANSI compliant. The strobe
segment of the Series 2837 shall produce a flash
rate of one (1) flash per second over the Operating
Voltage Range Limits.
The strobe shall consist of a xenon flash tube
enclosed in a rugged clear polycarbonate lens.
The strobe shall be of a low current design, and
shall provide a minimum of four (4) field selectable
strobe intensity settings,15/75,30/75,75 and 110
candela. All settings shall be UL1971 listed for wall
mount applications. The selector switch shall be
tamper resistant. It shall not be necessary to
remove the appliance from the mounting surface to
select the strobe intensity.
In synchronous operation the Series 2837 Horn
segment, shall produce a temporal pattern audible
output, and shall have an internal volume control
providing adjustment of dBA output levels. The
appliances shall be designed for24VDC, 2 wire
synchronous operation. The appliances shall be
used on notification appliance circuits equipped
with the compatible Faraday Series 5406 Sync
Module, or other source of Faraday Sync Protocol
and shall provide synchronization of both the strobe
flash rate and the temporal audible output pattern.
The strobe and audible signals shall not drift out of
synchronization. The appliances shall also be
designed so that the audible signal may be silenced
while the strobes continue to operate, all on 2
wires. Inputs shall be compatible with standard
reverse polarity circuit supervision by an FACP.
The Series 2836 and 2837 Horn shall be designed
specifically for mounting to the MT-SUR-Box
backbox.
NOTE: These notification appliances are UL listed and rated
as "special application", which represents appliances which
have been investigated to operate as described in the
product's installation instructions over the voltage range of
16-32 VDC or VFWR.
Specifications
Environmental
31 OF to 150°F (-35°C to 66°C) with a humidity of
98%RH+/-2%
Primary InputVoltage:
Horn: 16-32Vdc orVFWR
Strobe: Operating voltage range limits
16-32Vdc orVFWR
Mounting
MT-SUR-Box backbox
UL Hom Measurement with 24Vdc Supplied
Temporal Horn —
Maximum Vol.: 83.6 db @ 54 mA
Minimum Vol.: 79.3 db @ 30 mA
Steadytone—
Maximum Vol.: 87.8 db @ 54 mA
Minimum Vol.: 83.3 dB @ 30 mA
Shipping Weight
2836: 8 oz. approx.
2837: 12 oz. approx.
Physical Dimensions
4-3/4 _ —1 314"
OD
4-3/4' R€
5
Model 2836
04
Selector
Switch —
2 3
1 4 Max. Volume
Detail - Volume adjustment
factory set at max. volume)
Detail - Adapter
selector switch
Wiring Diagram
Typical Wiring for 2836 for Synchronized Operation with 5406 dual Sync Control Module
Sync and Silenceable Operation)
Polarity Shown In Alarm Condition
Audible Control
From control panel silenceable Noli!icaticn Appliance Circuit (N.A.C.)
Jumper s"clon-^"'
not useo in
5y?tci'±ror:ized Operation
Supervised and
powered by
Non-Silenceable
N.A.C. from Fire
Alarm Control Unit
Audible Power
From control panel steady (non -pulsing) non-sitenceabte Notification Appliance Circuit (N.A.C,)
ii-.-._Individual wires (especially heavy. :
gauge wire) should be bent at 90'
t t-t before attaching to screw. Wiring
should then carefully be pushedWONibackintobackboxtominimize
stress an the terminal block
Fig. 3
f To Next Device
or E.O.L.
Typical Wiring for 2836 for Non -Synchronized Operation
Polarity Shown In Alarm Condition
From control panel;
steady silenceabtL Notification Appliance Circuit (N.A.C.)
r
1' Individual wires (especially heavy
gauge wire) should be bent at 90'
a.
Jumper Selection before attaching to screw. Wiring
On =Temporal Horn should then carefully be pushed
Off Steady Morn' back into back box to minimize
v ...__............ ;
stress on the terminal block.
Jumper selection l
is only for use in
Non -synchronized ' ,.. i
operation i rj
To Next Device
or E-01,
Fig. 4
Wiring Diagram
Typical Wiring for 2837 for Non -Synchronized Operation
Audible Signal and Strobe on Same Circuit
Polarity Shown in Alarm Condition
When audible and strobe units are powered from the same source, add the currents for both devices.
From control panel,
steady,silenceabie Notification Appliance Circuit (N.A,C.)
Jumper Selection --
On = Temporal Horn
Oil = Steady Horn
Jumper selection
is only for use in
Non -synchronized
operation
C
Fig. 5
Dave Jumpers to Place
Strobe and Audible Sgnal are to
Operate on !fie Some Circuit)
i
NOTE. 53yzd xrni 61rssiwtAlry W.=i3O.Tr c'fJ7L.'
Individual wires (especially
heavy gauge wira) should be
bent at 90° before attaching
to screw. Wiring should then
carefully be pushed back into
back box to minimize stress
on the terminal block.
To Next Device
or E.Q.L.
Typical Wiring Diagram for 2837 Non -Synchronized Operation of
Audible Signal and Adapter on Separate Circuits
Jumper Selection
See Note)
On = Temporal Hoer
Off = Steady Horn
FROM CONTROL PANEL
OR PREVIOUS DEVICE
STROBE NOTIFICATIOI
APPLIANCE CKT,
AUDIBLE NOTIFiCATIO
APPLIANCE CKT.
Note: Jumper selection is only for
use in Non -synchronized operation
CUT AIMPERS (AUDIBLE
SIGNAL AND STROBE ON
SEPARATECIRCUITS), fi
7 -
Y
NOTE:
STROBES MUST BE CONNECTED
TO A NON -PULSING NOTIFICATION
APPLIANCE CKT: O
NEXT DEVICE OR E.O.L. ALARM
POLARITY SHOWN Individual
wires (*specially heavygaugewiro) should
be bent at 90' before attaching to screw. Wiring
should then carefully be pushed back into back
box to minimize stress on the terminal block.
Wiring Diagram
Typical Wiring for 2837 for Synchronized Operation with 5406 Dual Sync Control Module
Audible Signal and Strobe on Same Circuit (Audible Signal and Strobe Synchronized), Audible Signal Silenceable
Notes: Polarity Shown In Alarm Condition
1. When audible and strobe units are powered from the same source. add the currents for both devices.
Audible
ControltLeaveJumper In Place
From control panel silenceable Notification Appliance Circuit (N.A C.) {Strobe and Audible Signal are to
Audible and Strobe Power
Orate on e Same Crozii) J
i Frbr3 ca^fNai panel steadp (ran-pblunr,) nonsi erezabte No 8cui o3s Apglia:;:.,e Cvccu iN.A. 1 aa
x
5405caw
i ! N^
j ; Individual wires (especially ut.
x< r vvYl i . ! heavy gauge wire) should be a '
1 bent e t
90 before attaching to
screw. Wiring should then I
lti Kxtyl rj ; carefully be pushed back into Supervised
and --w ( s !
L back box to minimize stress 1Il
on the terminal block. powert
tl by ji I R '
s
li i Non-
Siienceabie f€ _ !?i N.
A.C. from Fire ? Alarm
Control Unit . L_ ......__.._--___... To Next Device w. .
w-, n_._._ __... ._.._ or E.O.L. not ;
sed in Syncbronaed Operation Fig. 7 Typical
Wiring Diagram for 2837 Non -Synchronized Operation of Audible Signal and Synchronized
Operation of Strobe on Separate Circuits From
control panel steady (non -pulsing) non-siienceable 0_._ _
a Notification Appliance Circuit (N.A.C.) or previous notification EMI
nt:`
or F'WR s =
p,»caroxxsxus _ Oil
ai N*A f N3 r: WPERVISE4`
ANO FO,
M RED 5Y N )
Wt ';iLENt;tASU, RAC.
FROMk IRE ALARM
CQNIRDLUK FRO:),
CC1,41'ROL FANF1 AU010LEN.
AC.OR MN
LVI.(JUS.aWi;19 E. ",(.*, tVr: ' Note:
Juniper selection is only'oi use
m Non-synchron zed opS ratitm 0
CUT
JUMPERS (AUDIBLE SIGNAL
AND STROBE ON SEPARATE
CIRCUITS) r
s
I xOTE:
S rROBESMIUSTBE CONNECT
t-OR rcow-'
tl+ I!a(SNgTir"sCATkiN AP{
t. V,i E CK'r_ L.. °
t—----.... YONEXY06VI V 1... ..._.. ..
i ._. GREO.L 1Y.
I...... .. .r..e 'eDNCXi OEVttE RE.
O:L. Individual
winos (especially heavy gauge wire) should
be bent at 9W before attaching to screw. Wiring
should then carefully be pushed back into Fig.
8 back box to minimize stress on the terminal block.
Ordering Information
Accessories
s
r
MT-SUR-BOX Outdoor backbox RED 500 693166
WARNING -The information contained in this document is intended only as a summary and
is subjectto change without notice. The devices described in this document have specific
Siemens Building Tech 125, Inc.
instruction
9 9
8 Fernwood Road a Florham Park, NJ 07932
sheets which cover various technical, limitation and liability information. Copies of
these instruction sheets and the General Product Warning and Limitations Document, which
also contains important information, are provided with the prod uct and are available from the
Tel: (973) 593-2600 a Fax: (973) 593-6670
Web:www.farada Irealarms.com
Manufacturer. Information contained in these documents should be consulted before
specifying or using the product. For further information or assistance concerning particular
problems contactthe Manufacturer.
11/05 2.51VI SBT/IG November 2005 - New Issue
PANEL ID: FACP
Device Number
Of Devices
Stand-by
Current (mA
Alarm
Current
Stand-by
Total mA
Alarm
Total (mA)
M PC-6000 1 190 190 190 190
MPC-DACT 1 38 54 38 54
RDC-2 0 20 85 0 0
Total Current 228 244
Devices (MA)
8700-S - Sin le Action Pull Station 9 1.8 1.8 16.2 16.2
8701 - Mini Monitor Module 9 1.8 1.8 16.2 16.2
8702 - Single Input Monitor Module 1.8 1.8 0 0
8703 - Dual Input Monitor Module 1.8 1.8 0 0
8704 - Single Input w. Relay Module 1.8 1.8 0 0
8705 - Conventional Zone Module 1.8 1.8 0 0
8710 - Photo Detector 1 1.8 1.8 1.8 1.8
8712 - Thermal Detector 1.8 1.8 0 0
8713 - FireSmart Detector 1.8 1.8 0 0
8715 - Audible Base 1.8 1.8 0 0
8716 - Relay Base 1.8 1.8 0 0
8717 - Duct Housing w/ relay 1.8 1.8 0 0
8840 - Duct Housing 1.81 1.8 0 0
8726-C - Remote Lamp - Ceiling 1.81 1.8 0 0
8726-W - Remote Lamp - Wall 1.81 1.8 0 0
Device Current (mA) 34.2 34.2
Notification Circuits (See Attached for a list of devices on each circuit and load calculations.
N 1 1 0 0.654 0
N2 1 0 0.457 0
NAC CKT 3 1 0 0 0
NAC CKT 4 1 0 0 0
Total Notification Circuit Current - Must Not Exceed 8 Amps (Amps). 0.001111 0
Total Standby Current (Amps)
Number of standby hours
Total Stand-by AH
Total Alarm Current (Amps)
Alarm Hours
Total Alarm Hours
Total stand-by and Alarm AH
Safety factor of 20%
5 minutes = .0833 hours)
6.32
7.58 Am Hours
Device Number
Of Devices
Stand-by
Current (mA)
Alarm
CurrenL
Stand-by
Total (mA)
Alarm
Total mA
RSE 300 1 0.035 0.14 0.035 0.14
Total Current 0.0351 0.14
NAC CIRCUITS
N3 1 0 0.654 0 0.654
N4 1 0 0.457 0 0.457
N5 1 0 0.457 0 0.457
N6 1 0 0.205 0 0.205
0 0
0 0
Auxiliary Currentl 0 1.773
Total Standby Current (Amps)
Number of standby hours
Total Stand-by AH
Total Alarm Current (Amps)
Alarm Hours
Total Alarm Hours
Total stand-by and Alarm AH
Safety factor of 20%
15 minutes = ..25 hours)
0.075
24
1.8
3.606
0.25
0.90
2.70
FF-3.24 Amp Hours
AZ AFAA
NAC Voltage Drop Calculator
for Audio / Visual devices
This calculator provided voltage drop calculations in three formats (Point to Point, End of Line, and Load Centering).
Make sure that you know what method is accepted by, and the results do not exceed the limits set by the res ective jurisdiction
Point to Point Method End of Line Method Load Centering Method
Project Name Rinehart Retail CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS
Date _1 1 /2/2006
Circuit Number N2 Totals Voltage Totals Voltage Totals Voltage
Area Covered Space 2 Current Distance Drop Current Distance Drop Current Distance Drop
Nominal System Voltages 24 0.457 237 0.48 0.457 237 0.665 0.457 1 237 0.333
Minimum Device Voltage 16 End of Line Voltage 23.521 End of Line Voltage 23.33 End of Line Voltage 23.67
Total Circuit Current 0.457 Wire Ohm's Percent Dro 2.02% Percent Dro 2.77% Percent Drop1.39%
Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source
Distance from source to 1st device 130 -f 14 3.07 Standard Wire Resistance in Ohms per 1000 feet.
Wire Gauge for balance of circuit 14 3.07 1 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24
Enter current in amps. Distance_ 18-14 Awg = Solid Conductors 12-10 Aw = Stranded Conductors
150 = 15.0 ma from Voltage Notes:
Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative)
Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then
Device 1 _ 0.197 130 23.64 0.365 1.52% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC).
Device 2 0.197 65 23.53 0.469 1.95% 1 1 _1 1
Device 3 0.063 42 23.52 0.485 2.02% Device Manufacturer Wheelock Device Manufacturer i Gentex
END 23.52 0.485 2.02% Current
@Rated
Voltage
Current
@Rated
Voltage
END 23.52 0.485 2.02% Horn Strobes Strobe Only
END 23.52 0.485 2.02% Model # JCandela Model # JCandela
END 23.52 0.485 2.02% 12834131224 75 0.197 2700b1224 15 0.063
END 23.52 0.485 2.02% 110 0.232
END 23.52 0.485 2.02%
END 23.52 0.485 2.02% 2836131424 75 0.205
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
END 23.52 0.485 2.02%
Totals 0.457 237 End of Line Voltage l 23.52 I
AZ AFAA
NAC Voltage Drop Calculator
for Audio / Visual devices
This calculator provided voltage drop calculations in three formats (Point to Point, End of Line, and Load Centering).
Make sure that you know what method is accepted by, and the results do not exceed the limits set by the res ective jurisdiction
Point to Point Method End of Line Method Load Centering Method
Project Name Rinehart Retail CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS
Date 1 1 /2/2006
Circuit Number N3 Totals Voltage Totals Voltage Totals Voltage
Area Covered Space 3 Current Distance Drop Current 1 Distance Drop Current Distance Drop
Nominal System Voltage! 24 0.654 271 0.85 0.654 271 1.088 0.654 271 0.544
Minimum Device Voltage 16 End of Line Voltage 23.15 End of Line Voltage 22.91 End of Line Voltage 23.46
Total Circuit Current 0.654 Wire Ohm's Percent Drop 3.54% Percent Drop 4.530/4- Percent Drop_2.27%
Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source
Distance from source to 1st device 145 14 3.07 Standard Wire Resistance in Ohms per 1000 feet.
Wire Gauge for balance of circuit 14 3.07 18=7.77 16=4.89 14=3.07 12=1.98 1 10=1.24
Enter current in amps. Distance 18-14 Aw = Solid Conductors 12-10 Awg = Stranded Conductors
150 = 150 ma from Voltage Notes:
Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative)
Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then
Device 1 0.197 145 23.42 0.582 2.43% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC_).
Device 2 0.197 69 23.22 0.776 3.23% 1 1 1 1 1 1 1 T
Device 3 0.197 42 23.16 0.843 3.51% Device Manufacturer Wheelock Device Manufacturer Gentex
Device 4 0.063 15 23.15 0.849 3.54% Current
@Rated
Voltage
j Current
@Rated
Voltage
END 23.15 0.849 3.54% Horn Strobes Strobe Only
END 23.15 0.849 3.54% Model # JCandela Model # Candela
END 23.15 0.849 3.54% 2834131224 75 0.197 2700b1224 15 0.063
END _ 23.15 0.849 3.54% 110 0.232
END 23.15 0.849 3.54% 1_
END 23.15 0.849 3.54% 2836131424 75 0.205
END 23.15 0.849 3.54%
END 23.15 0.849 3.54%
END 23.15 0.849 3.54%
END 23.15 0.849 3.54%
END 23.15 0.849 3.54%
END 23.15 0.849 3.54%
END 23.15 0.849 3.54%
END 23.15 0.849 3.54%
END
END
Totals 1 0.654 271
23.15 0.849
23.15 1 0.849
End of Line Voltage
3.54%
3.54%
23.15 1
L
F
AZ AFAA
NAC Voltage Drop Calculator
for Audio / Visual devices
This calculator provided voltage drop calculations in three formats (Point to Point, End of Line, and Load Centering).
Make sure that you know what method is accepted by, and the results do not exceed the limits set by the res ective jurisdiction
Point to Point Method End of Line Method Load Centering Method
Project Name Rinehart Retail CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS
Date _1 1/2/2006 1
Circuit Number N4 Totals Voltage Totals Voltage Totals Voltage
Area Covered Space 4 Current Distance Drop Current Distance Drop Current Distance Drop
Nominal System Voltages 24 0.457 277 0.65 6.457 277 0.777 0.457 1 277 0.389
Minimum Device Voltage 16 End of Line Voltage 23.35 End of Line Voltage 23.22 End of Line Voltage 23.61
Total Circuit Current 0.457 Wire
Gau a
Ohm's
Per 1000
Percent Drop 2.72% Percent Drop 3.24% Percent Drop 1.62%
End of Line and Load Centering Methods use only the wire guage for the first device to source
Distance from source to 1 st device 190 14 3.07 Standard Wire Resistance in Ohms per 1000 feet.
Wire Gauge for balance of circuit 14 3.07 1 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24
Enter current in amps. Distance 18-14 Awq = Solid Conductors 12-10 Aw = Stranded Conductors
150 = 150 ma from Voltage Notes:
Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative)
Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then
Device 1 0.197 190 23.47 0.533 2.22% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC).
Device 2 0.197 72 23.35 0.648 2.70%
Device 3 0.063 15 23.35 0.654 2.72% Device Manufacturer Wheelock Device Manufacturer lGentex
END _ 23.35 0.654 2.72% 1 1 Current
@Rated
voltage
I Current
@Rated
Voltage
END 23.35 0.654 2.72% Horn Strobes Strobe Only
END 23.35 0.654 2.72% Model # Candela Model # lCandela
END 23.35 0.654 2.72% 2834131224 75 0.197 2700b1224 15 0.063
END 23.35 0.654 2.72% 110 0.232
END 23.35 0.654 2.72%
END _ 23.35 0.654 2.72% 283661424 75 0.205
END _ 23.35 0.654 2.72%
END 23.35 0.654 2.72%
END 23.35 0.654 2.72%
END 23.35 0.654 2.72%
END 23.35 0.654 2.72%
END 23.35 0.654 2.72%
END 23.35 0.654 2.72%
END _
END
END
23.35
23.35
23.35
0.654
0.654
0.654
2.72%
2.72%
2.72%
Totals 0.457 1 277 End of Line Voltage 1 23.35
AZ AFAA
NAC Voltage Drop Calculator
for Audio / Visual devices
This calculator provided voltage drop calculations in three formats (Point to Point, End of Line, and Load Centering).
Make sure that you know what method is accepted by, and the results do not exceed the limits set by the res ective jurisdiction
Point to Point Method End of Line Method Load Centering Method
Project Name Rinehart Retail CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS
Date 1 1 /2/2006
Circuit Number N5 Totals Voltage Totals Voltage Totals Voltage
Area Covered Space 5 Current Distance Drop Current Distance Drop Current Distance Drop
Nominal System Voltage) 24 0.457 303 0.70 0.457 1 303 0.850 0.457 303 0.425
Minimum Device Voltage 16 End of Line Voltage 23.30 End of Line Voltage 23.16 End of Line Volta a 23.57
Total Circuit Current J 0.4571 Wire Ohm's Percent Drop 2.92% Percent Drop 3.54% Percent Drop 1.77%
Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source
Distance from source to 1 st device 210 14 3.07 Standard Wire Resistance in Ohms per 1000 feet.
Wire Gauge for balance of circuit 14 3.07 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24
Enter current in amps. Distance 18-14 Aw = Solid Conductors 12-10 Awg = Stranded Conductors j
150 = 150 ma from Voltage Notes:
Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative)
Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then
Device 1 0.197 210 23.41 0.589 2.46% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC).
Device 2 _ 0.197 62 23.31 0.688 2.87%
Device 3 0.063 31 23.30 0.700 2.92% Device Manufacturer JWheelock Device Manufacturer lGentex
END 23.30 0.700 2.92% 1 Current
@Rated
Voltage
iI I Current
@Rated
Voltage
END 23.30 0.700 2.92% Horn robesSt Strobe Only
END 23.30 0.700 2.92% Model # Candela Model # Candela
END 23.30 0.700 2.92% 2834131224 75 0.197 2700b1224 15 0.063
END 23.30 0.700 2.92% 110 0.232
END 23.30 0.700 2.92%
END 23.30 0.700 2.92% 2836131424 75 0.205
END 23.30 0.700 2.92%
END _ 23.30 0.700 2.92%
END 23.30 0.700 2.92%
END 23.30 0.700 2.92%
END 23.30 0.700 2.92%
END 23.30 0.700 2.92%
END 23.30 0.700 2.92%
END 23.30 0.700 2.92%
END 23.30 0.700 2.92%
END F 23.30 0.700 2.92%-
Totals 0.457 1 303 End of Line Voltage 1 23.30
AZ AFAA
NAC Voltage Drop Calculator
for Audio / Visual devices
This calculator provided voltage drop calculations in three formats (Point to Point, End of Line, and Load Centering).
Make sure that you know what method is accepted by, and the results do not exceed the limits set by the res ective jurisdiction
Point to Point Method End of Line Method Load Centering Method
Project Name Rinehart Retail CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS
Date 1 1 /2/2006
Circuit Number N6 Totals Voltage Totals Voltage Totals Voltage
Area Covered outside Current Distance Drop Current Distance Drop Current Distance Drop
Nominal System Voltagel 24 0.205 25 0.03 0.205 25 0.031 0.205 25 0.016
Minimum Device Voltage 16 End of Line Voltage 23.97 End of Line Voltage 23.97 End of Line Voltage 23.98
Total Circuit Current 0.205 Wire Ohm's Percent Dropl 0.13% Percent Drop 0.13% Percent Drop 0.07%
Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source
Distance from source to 1st device 25 14 3.07 Standard Wire Resistance in Ohms per 1000 feet.
Wire Gauge for balance of circuit 14 3.07 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24
Enter current in amps. Distance 18-14 Aw = Solid Conductors 12-10 Awg = Stranded Conductors
150 = 150 ma from Voltage Notes: I
Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires (Positive and Negative)
Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower theme-
Device 1 0.205 25 23.97 0.031 0.13% the manufactures listed minimum operating voltage (IE: rated operating voltage 20-32 VDC).
END 23.97 0.031 0.13% 1 1
END 23.97 0.031 0.13% Device Manufacturer Wheelock IDevice Manufacturer Gentex
END 23.97 0.031 0.13% 1 1 Current
@Rated
Voltage
I I I Current
@Rated
Voltage
END 23.97 0.031 0.13% Horn Strobes Strobe -Only
END 23.97 0.031 0.13% Model # Candela Model # JCandela
END 23.97 0.031 0.13% 2834131224 75 0.197 2700b1224 15 0.063
END 23.97 0.031 0.13% 110 0.232
END 23.97 0.031 0.13%
END 23.97 0.031 0.13% 2836131424 751 0.205
END 23.97 0.031 0.13%
END _ 23.97 0.031 0.13%
END _ 23.97 0.031 0.13%
END 23.97 0.031 0.13%
END 23.97 0.031 0.13%
END 23.97 0.031 0.13%
END 23.97 0.031 0.13%
END
END
23.97
23.97
0.031
0.031
0.13%
0.13% T
END 1 23.97 0.031 1 0.13%
Totals 1 0.205 1 25 1 End of Line Voltage 1 23.97
CrnY OF SANFORD PERMfr APPLICATION
Permit # :
i lob Address: iI .2I lA;nP /Itirt
Description of Work: UZ `'11_i7'Pr (YAA Total Square Footage
I{istoric District: Zoning: Value of Work: $ J000 nw
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm. Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures _ # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential or Commercial _
Decupancy Type: Residential Commercial Industrial
Construction Type: Hof Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
owners Name. & Address: U t // p n v _ e 5 I fJ //— L /_tl / 5 Cy /,'/Or n
v ( Phone:
ontractoJrName&Address' (lrnui '/t[/1 (Zr rJQfS
r_ [%%'.
50,/ r Ando c 5ti, Q,
i /I rL'( rr F _ _ ,. 8cc
State
License Number: C (%i,J7 Phone &
Fax: 107- Contact Person: J ii i t o ir['14 r Phone: 3.?/ -1 Z g '7d 3onding
Company: LAi/rA Ski n (l / Aln'5 q AJV ,i/ - ddress:
Z !00/" lA, l i
Vlortgage Lender: V
ddress: /
rchitect/
Engineer: C y t C_ i + O2( SO n Phone: P 3 Z2 Vddress:
l212- D 14h, I9G'/I Fax: kpplication 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 ssuance 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 lermit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS,
etc. v r
WNER'
S
AFFIDAVIT. I certify that'all of the foregoing'information is accurate and [that all work will be done in compliance with all applicable laws regulating Anstruction and
zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND.TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of his county,
and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Vcceptance of
permit is verification that I will notify the owner of the property of the requirements,gf FKrida Lieq!L<yty, FS 713. Signature of
OwnedAgent Date Date ate' v
11 Print Owner/
Agent's Name 4Sinat tge
t &
Florida Sig"
atureofNot State of Florida Date '-Sta•••••i iaIt/ ,•./••l! o••••••••••••••••••••.•••.•
90Y L
DRAGLAND Comma QD0553638
Expires 6/
16/2010 Florida Notary
Assn Inc Owner/Agent
is _ Personally Known to Me or Contractor/Agent is _,Personally KnownKcMe.......................... • •••^• Produced ID
Produced ID dPPROVALS: ZpAIfPt
r UTIL: FD: ENG: / BLDG: pecial Conditions:
ev 03/
2006 4 qq
U.S. D® ARTMENTOF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency
Expires February 28. 2009
National Flood Insurance Program . Important: Read the instructions on pages 1-8.
SECTION A PROPERTY INFORMATION ..,.For.,Insurance Comganv Use.
Al. Building Owner's Name DIKEOU REALTY LLC
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or-P.O. Route and Box No. Company NAIC Number
1621 RINEHART RD
City SANFORD . State FL ZIP Code
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) \
SEE EXHIBIT "A" ATTACHED
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) COMMERCIAL
A5. Latitude/Longitude: Lat. 28-48-09N Long. 81-19-49W Horizontal Datum: NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 1
A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
CITY OF SANFORD 120294 SEMINOLE FL
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone
Date Effective/Revised Date Zone(s) AO, use base flood depth)
12117CO040 E 4/17/1995 4/17/1995 X
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
FIS Profile ® FIRM Community Determined Other (Describe)
Bl 1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No
Designation Date CBRS OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: Construction Drawings* ® Building Under Construction* ,Finished Construction
A new. Elevation Certificate will be required when construction of the building is complete.
C2. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item AT
Benchmark Utilized GPS 0297 Sem. Co. Vertical Datum NAVD 88
Conversion/Comments
a) Top of bottom floor (including basement, crawl space, or enclosure floor)_
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
Describe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
Check the measurement used.
38.49 feet meters (Puerto Rico only)
N/A. feet meters (Puerto Rico only)
N/A. feet meters (Puerto Rico only)
N/A. feet meters (Puerto Rico only)
N/A. feet meters (Puerto Rico only)
37.5. feet meters (Puerto Rico only)
38.5. feet meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. / certify that the information on this Certificate represents my best efforts to interpret the data available.
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Check here if comments are provided on back of form.
Certifier's Name Ed Mizo License Number 3370
Title Vice President, Director of Surveying Company Name Rockett and Associates
Address 1685 Lee Rd, Suite 100 City Winter Park State FL ZIP Code 32789
Signature Date 12 Mar 07
PLACE
SEAL
HERE
FEMA Form 81-31, February 2006 See reverse side for continuation Replaces all previous editions
IMPQRRTANT: In'these spaces, copy the corresponding information from Section A' For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1621 Rinehart Rd
City Sanford State FL ZIP Code 32771 Company NAIC Number
SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments
Signature Date 12 Mar 07
Check here if attachments
SECTION E BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For. Zones AO andA (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and
C. For Items E1"-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El.
Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (
HAG) and the, lowest adjacent grade. (LAG). a)
Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the HAG. b)
Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG E2.
For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation
C2.b in the diagrams) of the building is feet meters above or below the HAG. E3.
Attached garage (top of slab) is feet meters. above or below the HAG. E4.
Top,of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5.
Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G. SECTION
F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The
property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or
Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property
Owner's or Owner's Authorized Representative's Name Rockett
and Associates Address
1685 Leed Rd, Suite 100 City Winter Park State FL ZIP Code 32789 .. Signature
A : Date 12 Mar 07 Telephone 407-894-3804 Comments
Check
here if attachments SECTION
G- COMMUNITY INFORMATION (OPTIONAL) The
local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can "complete Sections A, B, C (or E), and
G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1.
The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is
authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.
A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3.
The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4.
Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy.Issued G7.
This permit has been issued for: New Construction Substantial Improvement G8.
Elevation of as -built lowest floor (including basement) of the building: _ feet meters.(PR) Datum G9.
BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Local
Official's Name Title Community
Name Telephone Signature
Date Comments
Check
here if attachments FEMA"
Form 81-31, February 2006 Replaces all previous editions
Building Photographs
See Instructions for Item A6.
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
City State ZIP Code Company NAIL Number
q-Av4n,r (7L 3w _-)3
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page,
following.
I
1 r A. Y ,,• :._ '.SP-,j }iE i1'Y 1 l _
yj
YE 1 +
4 r 5,+, T .. "-:J
Y 5
Building Photographs
Continuation Paqe
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1 lip ZS ) G
3_
Il, 3 '1
ity State ZIP Code Company NAIC Number
Y t tlG 0( Fi 17 i 3
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."
r
ILA
fin+ ie vJ
ROCKETT & ASSOCIATES
CONSULTING/CIVIL ENGINEERS & SURVEYORS
March 8, 2007
Mr. Dan Florian
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
Re: 1621 Rinehart Rd
LEGAL DESCRIPTION:
A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT BOOK 1, PAGE 86
OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SECTION 28, TOWNSHIP 19
SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 28; THENCE SOUTH 89°53'03" EAST ALONG THE SOUTH LINE OF THE
SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF
RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY MAP BOOK 1, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD
BEARING OF NORTH 00°09'05" EAST; THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SAID
SECTION 28, NORTHERLY ALONG THE ARC OF SAID CURVE ALONG SAID RIGHT OF WAY LINE THROUGH A CENTRAL ANGLE OF 00°09'27,
A DISTANCE OF 7.19 FEET TO THE POINT OF TANGENCY; THENCE NORTH 00°04'01" EAST CONTINUING ALONG SAID EAST RIGHT OF WAY
LINE, 464.41 FEET TO THE POINT OF BEGINNING; CONTINUE NORTH 00°04'01 " EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE
OF 239.64 FEET TO THE SOUTHWEST CORNET OF LOT 3 OF THE PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN
PLAT BOOK 65, PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST ALONG THE
SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 00°04'01" WEST
ALONG THE WESTERLY LINE OF LOT 1 OF SAID PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD", A DISTANCE OF 182.62 FEET;
THENCE SOUTH 51°00'15" EAST CONTINUING ALONG SAID WESTERLY LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE
CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET, AND A CHORD BEARING OF SOUTH 70°40'19" WEST; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°09'00", A DISTANCE OF 19.08 FEET TO THE POINT
OF TANGENCY; THENCE SOUTH 66°40'07" WEST, A DISTANCE OF 31.51 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE
NOTRYWESTERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 189.50 FEET, A CENTRAL ANGLE OF
23°34'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH 89°55'24" WEST, A DISTANCE OF 133.24 FEET TO
THE POINT OF BEGINNING.
SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS.
Dear Mr. Dan Florian,
The finish floor elevation of the structure located at 1621 Rinehart Rd, meets or exceeds the requirements
set forth in the City of Sanford Code, Chapter 18, Sections 18-4-(a).
Sincerely,
Rockett & Associates, Inc.
Edward J. Mizo, P.S.M.
Vice President, Director of Surveying
ORLANDO
1685 LEE ROAD, SUITE 100, WINTER PARK, FL 32789
407) 894-3804 FAX (407) 894-3805
www.RockettEngineedng.com
ROCKETT & ASSOCIATES
CONSULTING/CIVIL ENGINEERS & SURVEYORS
March 8, 2007
Mr. Dan Florian
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
Re: 1621 Rinehart Rd
LEGAL DESCRIPTION:
A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT BOOK 1, PAGE 86
OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SECTION 28, TOWNSHIP 19
SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OFSAID SECTION 28; THENCE SOUTH 89'53'03" EAST ALONG THE SOUTH LINE OF THE
SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A POINT -ON THE EAST RIGHT OF WAY LINE OF
RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY MAP BOOK 1, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD
BEARING OF NORTH 00°09'05" EAST; THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SAID
SECTION 28, NORTHERLY ALONG THE ARC OF SAID CURVE ALONG SAID RIGHT OF WAY LINE THROUGH A CENTRAL ANGLE OF 00°09'27",
A DISTANCE OF 7.19 FEET TO THE POINT OF TANGENCY; THENCE NORTH 00°04'01 " EAST CONTINUING ALONG SAID EAST RIGHT OF WAY
LINE, 464.41 FEET TO THE POINT OF BEGINNING; CONTINUE NORTH 00°04'01 " EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE
OF 239.64 FEET TO THE SOUTHWEST CORNET OF LOT 3 OF THE PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN
PLAT BOOK 65, PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST ALONG THE
SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 00°04'01" WEST
ALONG THE WESTERLY LINE OF LOT I OF SAID PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD", A DISTANCE OF 182.62 FEET;
THENCE SOUTH 51°00'15" EAST CONTINUING ALONG SAID WESTERLY LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE
CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET, AND A CHORD BEARING OF SOUTH 70°40'19" WEST; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°09'00", A DISTANCE OF 19.08 FEET TO THE POINT
OF TANGENCY; THENCE SOUTH 66°40'07" WEST, A DISTANCE OF 31.51 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE
NOTRYWESTERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 189.50 FEET, A CENTRAL ANGLE OF
23°34'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH 89°55'24" WEST, A DISTANCE OF 133.24 FEET TO
THE POINT OF BEGINNING.
SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS.
Dear Mr. Dan Florian,
The finish floor elevation of the structure located at 1621 Rinehart Rd, meets or exceeds the requirements
set forth in the City of Sanford Code, Chapter 18, Sections 18-4-(a).
Sincerely,
Rockett & Associates, Inc.
Edward J. Mizo, P.S.M.
Vice President, Director of Surveying
ORLANDO
1685 LEE ROAD, SUITE 100, WINTER PARK, FL 32789
407) 894-3804 FAX (407) 894-3805
www.RockettEngineedng.com
ROCKETT & ASSOCIATES
CONSULTING/CIVIL ENGINEERS & SURVEYORS
March 8, 2007
Mr. Dan Florian
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
Re: 1621 Rinehart Rd
LEGAL DESCRIPTION:
A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT BOOK 1, PAGE 86
OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SECTION 28, TOWNSHIP 19
SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING .AT THE SOUTHEAST CORNER OF SAID SECTION 29; THENCE SOUTH 89°53'03" EAST ALONG THE SOUTH LINE OF THE
SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF
RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY MAP BOOK I, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD
BEARING OF NORTH 00°09'05" EAST; THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE -QUARTER (S.W. 1/4) OF SAID
SECTION 28, NORTHERLY ALONG THE ARC OF SAID CURVE ALONG SAID RIGHT OF WAY LINE THROUGH A CENTRAL ANGLE OF 00°09'27",
A DISTANCE OF 7.19 FEET TO THE POINT OF TANGENCY; THENCE NORTH 00°04'01 " EAST CONTINUING ALONG SAID EAST RIGHT OF WAY
LINE, 464.41 FEET TO THE POINT OF BEGINNING; CONTINUE NORTH 00°04'01 " EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE
OF 239.64 FEET TO THE SOUTHWEST CORNET OF LOT 3 OF THE PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN
PLAT BOOK 65, PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST ALONG THE
SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 00°04'01" WEST
ALONG THE WESTERLY LINE OF LOT I OF SAID PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD", A DISTANCE OF 182.62 FEET;
THENCE SOUTH 51°00'15" EAST CONTINUING ALONG SAID WESTERLY LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE
CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET, AND A CHORD BEARING OF SOUTH 70°40'19" WEST; THENCE
SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09°09'00", A DISTANCE OF 19.08 FEET TO THE POINT
OF TANGENCY; THENCE SOUTH 66°40'07" WEST, A DISTANCE OF 3151 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE
NOTRYWESTERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 189.50 FEET, A CENTRAL ANGLE OF
23°34'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH 89°55'24" WEST, A DISTANCE OF 133.24 FEET TO
T14E POINT OF BEGINNING.
SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS.
Dear Mr. Dan Florian,
The finish floor elevation of the structure located at 1621 Rinehart Rd, meets or exceeds the requirements
set forth in the City of Sanford Code, Chapter 18, Sections 18-4-(a).
Sincerely,
Rockett & Associates, Inc.
1
it
Edward J. Mizo, P.S.M.
Vice President, Director of Surveying
ORLANDO
1685 LEE ROAD, SUITE 100, WINTER PARK, FL 32789
407) 894-3804 FAX (407) 894-3805
www. RockettEngineeri ng.com
1621 Rinehart LLC
1615 California Street #707
Denver, Colorado 80202
Phone- 303-825-9192 Fax- 303-629-5163
January 17, 2007
R. Sherman Yehl
City of Sanford
300 N. Park Avenue
Sanford, FL 32771
Re: Estoppel Letter
Shoppes at Rinehart
1621 Rinehart Road
Sanford, Florida
Gentlemen:
This Estoppel Letter is provided to the City of Sanford for reliance upon by the city of
Sanford and as the basis for issuance of Permit No. for the following
work:
FedEx Kinkos Store at the Shoppes at Rinehart, 1621 Rinehart Road, Sanford, FL
1621 Rinehart LLC, hereinafter referred to as the "Owner" recognizes that issuance of
Permit No. will be made with numerous limitations as more
particularly set forth herein. The Owner recognizes that this approval does not exempt us
from complying with any applicable building codes, land development regulations,
Comprehensive Plan requirements, or exempt our site or building from any applicable
development regulations.
By issuing Permit No. , the City does not guarantee approval of any other
development orders or development permits. The Owner acknowledges and agrees that
no Certificate of Occupancy will be issued by the City for FedEx Kinkos until all
required land development approvals have been obtained and all required improvements
have been installed, inspected and authorized for use by the City. The Owner hereby
grants the City the right to deny use of FedEx Kinkos for occupancy until all of the above
referenced project is in compliance with all applicable development regulations.
The Owner hereby agrees to indemnify and hold the City and its officers, employees and
agents harmless for any and all losses, damage, injuries and claims in any way relating,
directly or indirectly, to the permitting or construction of the above referenced project or
the issuance of Permit No. The Owner also agrees to the following as
additional conditions for Permit No. : NONE.
The Owner hereby agrees to disclose the contents of this document to any and all of our
successors in interest, contractors, subcontractors and agents. The undersigned further
warrants that he is authorized to bind the Owner and has been duly authorized to sign this
document.
WITNESSES:
Sign ure
Gail Davis
Signature
Eric Henderson
STATE OF COLORADO
CITY & COUNTY OF DENVER
Neil S. Goldblatt
Title: Agent
The foregoing instrument was acknowledged before me this 17"' day of January
2007 by Neil S. Goldblatt at Agent for 1621 Rinehart LLC, who is personally known to
me.
r-.AR
Y• P•G NOTARY PUBLIC
My Commission expires 06-12-2010
BARA J.:n
TTLE
V CdL0
2
s
p(v 14oq
1621 Rinehart LLC
1615 California Street #707
Denver, Colorado 80202
Phone: 303-825-9192 Fax: 303-629-5163
January 10, 2007
City of Sanford
Dan Florian, Building Official
PO Box 1788
Sanford, FL 32772-1788
Re: Prepower Inspection Request for
1621 Rinehart Road (Shoppes at Rinehart)
Sanford, Florida
To Whom It May Concern:
RECEIVED
JAN J 1 740
k-
This letter is written to request a prepower inspection for the address referenced above.
Please be advised that such building will not be occupied, other than contractors, until the
Certificate of Occupancy has been released.
Very truly yours,
1621 RINEHART LLC
C
4J. P, Manager
ov-
STATE OF COLORADO
CITY & COUNTY OF DENVER
The attached letter was subscribed, acknowledged and sworn to before me this
10"' day of January 2007, by Panayes J. Dikeou as Manager of 1621 Rinehart LLC.
WITNESS my hand and official seal.
f"qwm
NOTARY PUBLIC '
My Commission expires June 12, 2010. ,P.••"""••.®`
C)
BARBARAd. i
BATTLE
gTFOF CO OQP
BUILDING DEPARTMENT -Fwd 1621 Rinehart Retall co clear 2/5/07 CE _ 1
From: RICHARD BLAKE
To: BUILDING DEPARTMENT
Date: 2/5/2007 4:02 pm
Subject: Fwd: 1621 Rinehart Retail co clear 2/5/07 CE
Cleared 2/2/07
Richard Blake
City of Sanford
Utility Engineer
407-330-5609
CHARLES EDWARDS 1:33 pm Monday, February 05, 2007 >>>
All punch -list items have been satisfied.
RICHARD BLAKE 1/25/2007 12:22 pm >>>
Richard Blake
City of Sanford
Utility Engineer
407-330-5609
BUILDING DEPARTMENT 3:39 pm Wednesday, January 24, 2007 >>>
New Shell Only
Marshall - Great Southern Contractors
407.832.4985
LDING DEPARTMENT - Re 1621 Rinehart Rd BP 06 1904 -'1
From: CATHY LOTEMPIO
To: DEPARTMENT, BUILDING
Date: 1/24/2007 3:41 pm
Subject: Re: 1621. Rinehart Rd, BP 06-1904
This is n/a for Public Works 1.24.07 Thanks .
Cathy J. LoTempio
Customer Service Rep
Public Works Department
407-330-5627
fax# 407-330-5601
BUILDING DEPARTMENT 1/24/2007 3:39 pm >>>
New Shell Only
Marshall - Great Southern Contractors
407.832.4985
rvBUILDING DEPARTMENT - Re 1621 Rlnehart Rd BP 06 1904
From: TERRY JAMES
To: DEPARTMENT, BUILDING
Date: 1 /26/2007 4:10 pm
Subject: Re: 1621 Rinehart Rd, BP 06-1904
c/o inspection completed 1.25.07
BUILDING DEPARTMENT 1/24/2007 3:39 pm >>>
New Shell Only
Marshall.- Great Southern Contractors
407.832.4985
J
BUILDING DEPARTMENT --Re: 1621 Rinehart Rd, BP 06 1904
From: MICHAEL REPLOGLE
To:. BUILDING DEPARTMENT
Date: 3/6/2007 1:40 pm
Subject: Re: 1621 Rinehart Rd, BP 06-1904
CO is approved for drive alterations noted earlier
Michael 1. Replogle
Development Services Technician
Planning and Community Development Services
300 N. Park Ave
Sanford; FI 32771
Cell # 321-377-6601
Nextel DC# 162*4283*279
E Mail: reploglem@ci.sanford.fl.us
BUILDING DEPARTMENT 01/24/07 3:39 PM >>>
New Shell Only
Marshall - Great Southern Contractors
407.832.4985
U.S. DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1-8.
OMB No. `1660-0008
Exoires February 28. 2009
SECTION A - PROPERTY INFORMATION For Insurance Company'Use:
Al. Building Owner's Name Dikeou Realty LLC Policy Number..,.,.,..".
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC.Number I1621RinehartRoad
City Sanford State FL ZIP Code 32771
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 2, 28-19-30-514-0000-0020, BEST BUY ON RINEHART ROAD PB 66 PGS 49 & 50
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Commericial
A5. Latitude/Longitude: Lat. 28°48'9.57"N Long. 81°19'49.95"W Horizontal Datum: NAD 1927 NAD 1983
A6. Attach.at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number.
A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage, 0 sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
City of Sanford/120294 Seminole Florida
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone
Date Effective/Revised Date Zone(s) AO, use base flood depth)
12117CO040 E April 17, 1995 April 17, 1995 X
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
FIS Profile E FIRM Community Determined Other (Describe)
B11. Indicate elevation datum used for BFE in Item 69: E NGVD 1929 NAVD 1988 Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ENo
Designation Date CBRS OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item A7.
Benchmark Utilized Vertical Datum
Conversion/Comments
a) Top of bottom floor (including basement, crawl space, or enclosure floor)_
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
Describe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
Check the measurement used:
39.50 E feet meters (Puerto Rico only)
39.50 E feet meters (Puerto Rico only)
N/A. feet meters (Puerto Rico only)
N/A. feet meters (Puerto Rico only)
N/A. feet meters (Puerto Rico only)
39.50 E feet meters (Puerto Rico only)
39.50 E feet meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001.
Check here if comments are provided on back of form.
Certifier's Name Laurence M. Poliner License Number 56974
Title P.E. Company Name CPH Engineers, Inc.
Address 500 W Fulton St. City Sanford State FL ZIP Code 32771
01
Signature Date 3/8/07 Telephone 407-322-6841
FEMA Form 81-31, February 2006 See reverse side for continuation.
LACE
SEAL
j _MERE.,
Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy. Number
1621 Rinehart Road
City Sanford State FL ZIP Code 32771 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Signature Date 3/8/07
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections.A, B,::
and C. For Items'E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. I
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent.grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is N/A. feet meters above or below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is N/A. feet meters above or below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher,floor
elevation C2.b in the diagrams) of the building is N/A. feet meters above or below the HAG.
E3. Attached garage (top of slab) is N/A. feet meters above or below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is N/A. feet meters above or E] below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? Yes, No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Laurence M. Poliner
Address 500 W. Fulton St. City Sanford State FL ZIP Code. 32771
Signature Date 3/8/07 Telephone 407
Comments
Check here if attachments
SECTION G COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9.
G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. . The following information (Items G4.-G9.) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy; Issued
G7. This permit has been issued for: New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: _ feet meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
Check here if attachments
FEMA Form 81-31, February 2006 Replaces all previous editions
Building Photographs
See Instructions for Item A6.
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1621 Rinehart LLC
City Sanford State FL ZIP Code 32771 Company NAIC Number
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page,
following.
3/8/07 - REAR LEFT VIEW
3/8/07 - REAR RIGHT VIEW
Building Photographs
Continuation Page
For Insurance Company
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1621 Rinehart Road
City Sanford State FL ZIP Code 32771 I Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."
3/8/07 - FRONT LEFT VIEW
3/8/07 - REAR VIEW