HomeMy WebLinkAbout238 Towne Center Cir 95-2009; INTERIOR REMODEL (a)SUBDIVISION: &zj
ZONE DATE C7 S
CONTRACTOR
ADDRESS
PHONE #
LOCAATT ON CP3 Y jctjv
OWNER
ADDRESS
PHONE #
f'-"-,) 12-PLUMBING CONTRACTOR PPbn
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
C1,5 _j3fSP ECHANICAL CONTRACTOR
ADDRESS
PHONE#
MISCELLANEOUS CONTRACTOR v U&L
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS ()
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCHI i ECTURAL APPROVAL DATE:
PERMIT #
COST $
FEE $
STATE NO.
FEE $ l% 9 —
FEE $ (ab
FEE $ 50
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
l
FEE $1 3 00 ENE GY SECT.
CERTIFICATE OF OCCU
ISSUED #
FINAL DATE
EPI:
coa5 - s
v
DATE:
Q rOuJIleJ C T 0 SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
SArzt rJ/-AfAV - F C-0 CWCT;9,;6 YC-11
PERMIT ADDRESS PERMIT NUMBER a(/
I
Total Contract Price of Job 1001400 Total Sq. Ft. (0 Describe
work UPP cx tAIXMt>cT20-f kolw'4 Milt-(- !& j'*4e f-- F P Type
of Construction Flood Prone (YES) O) Number
of Stories Number of Dwellings Zoning Occupancy:
Residential Commercial Industrial LEGAL
DESCRIPTION (please attach printout from Seminole County) TAX
I.D. NUMBER OWNER
Sj • SEA -A 1AJ 0,LC r- oD ADDRESS
5r6 rZa /Q(_ L Z4=-S-r- CAI CITY
A.4,4y- K qA /A TITLE HOLDER (
IF OTHER THAN OWNER) ADDRESS PHONE
NUMBER
1OS-44—b/O STATE Z
I P L 3% CITY STATE
BONDING COMPANY
ADDRESS CITY
STATE
ZIP ZIP
ARCHITECT .
VALV-+
72E ADDRESS .5-
z/ MA(H 6Y A5456< CITY A4
812,---45 jet-0 STATE 1,44 ZIP lcnjA/ f ' MORTGAGE LENDER
ADDRESS CITY
STATE
ZIP CONTRACTOR J \
G- ® PHONE NUMBER W2- I- 90lqV ADDRESS t
ST. LICENSE
NUMBERC`O CITY , STATEZIP
Application is hereby
made to obtain a permit to do the work and installations as indicated. I certify
that no work or installation has commenced prior to the issuance of a permit
and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING,
MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT:
I certify that all the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning. A
COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB
SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO
RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO
YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR
AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition
to the requirements of this permit, there may be additional restrictions applicable to
this property that may be found in the public records of this county, and
there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT
IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF
FLORIDA LIEN LAW, FS713. H `U Z
1< (D O
m o a
Signature of wner/
Agent & Date S'gnatt e of Contr for & dAe w o z Type
or Print
Owner/Agent Name T e or Print Cont ctor's Name d x o o 10
cD
ro.
w
o
Signature
of
Notary &
Date Signature of Notary & Date Official Seal) ARL
EW LEY I NOTARY PUBLIC, STATE
OF FLORIDA o MY'COMMISSION #CC476424
EXPIRES:Jq e
26 1999 0 a 3 voO
c
Application
Approved
BY: Date: Fire G i
o
D
z FEES:
Building ( Radon Police ,® Open Space Road
Impact A plic Lion b o o
PERMIT
VALIDATION: CHECK CASH DATE BY w 1.. L./
d
04 ORIGINAL (BUILDING)
YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOL (CO. ADMIN) o Z w
Ei
THIS APPLICATION USED
FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE -.DEPARTMENT
FEES FOR SERVICES
a
PHONE #: 407-322-4952
DATE: 7 a3 -g PERMIT #:
BUSINESS
ADDRESS:
PHONE NUMBER:( )
PLANS REVIEW ry TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
D
AMOUNT $ Z -
Fees must be paid to Sanford Building Department,,300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
4
S OordFir-e' Prevention
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
City of Sanford, Florida.
Ap licants Signature)
D. F. VALENTE
ARCHITECT PLANNER D571MAINSTREET , • REAR
S O U T H M E D IF O R D
MEDFORD, MASWHUSETTS 021556552
TELEPHONE 617-395-0120
FACSIMILE 617-395-8702
DOMENIC F. VALENTE. A.I.A.
i
i
TRANSMITTAL
LETTE R
PROJECT: f Ar-x1i / ;TA pAA) ARCHITECT'S
9671
name, address) J 4O1 G O v (z"j' P/ti( jIG -d - t PROJECT NO:
t A) 0 C.E '7'b .v •v c C m,d TC
j F"t 6? ) ` DATE:
a Y
TO: pC1T`;7 G! r q FiP4' 2 Pi E J7 i If enclosures are not as noted, please
7 ! A L pi9finj'- pit C inform us immediately.
S4AlP0Crr-') r L 3Z 3 If checked below, please:
ATTN: Acknowledge receipt of enclosures.
L 0 rZO <'-.oPEAJ J Return enclosures to us.
WE TRANSMIT:
XIlerewith Aviap- X in
accordance with your request FOR
YOUR: Kapproval ( )
distribution to parties ( ) information review &
comment ( ) record use ( )
THE
FOLLOWING: 01Q
Drawings ( ) Shop Drawing Prints Samples Specifications ( )
Shop Drawing Reproducibles Product Literature Change
Order (O(See Below COPIES
DATE REV. NO. DESCRIPTION ACTION
CODE
5/
1 lys" A 1 A C I ur Ai A4Z
SPIA1 jv g z
P"COA-1 V/ A AP ' l._1T4o
FF.4 M S MAMA s1 rr1 01446.4t /C-. , ACTION A.
Action indicated on item transmitted D. For signature and forwarding as noted below under REMARKS CODE B.
No action required E. See REMARKS below C. For
signature and return to this office. p REMARKS '
16.
ASI PinE W /tl z p M _ J I G,%/<! (n 2W A 7-016'u r COPIES TO: (
with enclosures) / v 4
CEO
O BY:
t
CITY OF SANFORD
BUILDING DEPARTMENT
SEMINOLE 'TOWNE CENTER OFFICE
June 2,1995
S.J. Seminole Food Inc.
95 Royal Crest Court #S
Markham, Ontario, Canada
RE: Sarku/Japan
238 Seminole Towne Circle
Sanford, Fl.
During a plans review I performed on the above plans for Sarka/Japan I found the
following items that must be addressed.
1) Electrical main disconnect required
2) Fire dampers required in demising walls.
The plans for Sarku/Japan are approved with the above items.
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
Mr.'Brian Longmore
S7 Seminole Food, Inc.
95 Royal Crest Court #5
Markham, OnUriO Canada I,3P,9X5
Reference:
May 22, 1995 .
Via D14L Express
gcopisTRUCTION DOCU>IENT REVIEW
SARKU JAPAN
SFMINOLE TOW'NE CENTER
SPACE-gvc-02-11 $-
ANFORD, 1~L4R1DA
Dear Mr. Longmore:that
We have reviewed your construction documents, and they are approved al p xoval.`OtW set as plans,
additional information is required ,to he dforsubyouraed records- prior
to o f as
marked
with review comments is crLclosed for your rccards- Additional camrnents are einithe state 1,
plans must be signed and sealed by an architect and engineer licensed to practice where
work will be performed. 2.
Submit sign shop drawings, as well as sl etehes or photographs of any planned graphics, to Landlord
for approval prior to fabrication, proceed
with It
p isimportantthat you understand that'lhis approval contains linlit s sutri a
al
iscondi on to
onal upon timely Tenant's
Work as directly specified herein and on the drawing__ PP delivery of
requested information in full compliance with Landlord' omments- emit review
c
the City
of Sanford, Florida Enclosed with
this letter you will find an Application for Building p application, along with the and information
sheets wllic h further e'tplalt Calcul the Ltot 5and - —)thrents Of tilelcumentsty. This
hat
niay
be rcqu cd must required fee, contract docum(.nt $c:t$, ene,rg} 0868. be submittedtoRicltardColien, Fire Marshall, Cityof Sanford lire Depaitntent, 1300 Central ar Sanford, Florida,
32773. Should ;you have any gtte.stions; Mr`I Tdl
thean bBuildui Departrt ent. Prior to San , After
the
Fire Department review, your subn itta! , iIl be far. for ttin
contact
Ms. Arlene R.umbluy at the Building Depart ismentRumbley can berr regarding tit.
33-
submt g.
calculation ofthe fee or atlacr specific gaiestiarls you may have. 5660. hers )
ecin.
l use tenants (i.e.: hair care, etc.) s may
have
additional Regulation, Division of Food serviceandof1Pleasecontact
Mr. Hershat Caw.?art at the Departme of Btl5111e5S and a determine
if any additional requirements apply to your space. Mr. Co'sart can be Hotels and
Restaurants, to 4-6985.
Of-g`reached at ( )
Post-lt`" brand fax transm+ttai m Fm m7671' N,, i
A.!;\ ? T 017FICE ro;; i0 it^;p4A Atiut.i.. to 'd
6M V0 906 'ON HA ( 'FAO HIM NVdul' O I MS 8b , b I ]A 1, 56-H4U
a
please contact me if i can provide any assistance with the required additional information to be submitted.
rely
3 `
Direct Dial (317) 263-7916i
Robert L. IIorlca --`-
Tenant Coordinator
Copy; Leasing, Central Files, Field w/2 sets drawings ii
DMF/SARJACM l .DOC
i
r.ne 'nor vu.r r '.rJn nu7u\ RruAur nr\wc
L;:;;AL =S: ,:,'TiCiN
A PARCEL. 0i LAND E'DNP. -' TRACT Cf „o .'FPC:': rE 1';_.a j = °i. _. ,_ . (,% :i L r:Er 1 EE.
LYING IN SECTIr)NS 29 AND 32, 70v,'N:_',H;P 1'a SiiUl'H, RANGE 30 LAj1 DESCRIBED AS
FOLLOWS:
COMMENCE AT THE NORTH QUARTER CORNER OF SAID SECTION 32 FOR A
POINT REFERENCE; THENCE RUN SOUTH 00019'43' EAST, ALONG THE EAST
LINE OF THE NORTHWEST QUARTER OF SAID SECTION 32, A DISTANCE OF
249.43 FEET TO A POINT LYING ON THE NORTH LINE OF TRACT 8 OF SAID
PROPOSED PLAT AND THE POINT OF BEGINNING; THENCE RUN ALONG THE
COMMON LINES OF SAID TRACT 1 AND TRACT 8 THE FOLLOWING COURSES:
THENCE RUN NORTH 55005'15- WEST, 22.40 FEET TO A POINT LYING ON A
NON -TANGENT CURVE CONCAVE NORTHWESTERLY; THENCE RUN
SOUTHWESTERLY ALONG SAID NON -TANGENT CURVE, HAVING A RADIUS
LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 50039'32', AN ARC LENGTH
OF 267.02 FEET, A CHORD LENGTH OF 258.40 FEET, AND A CHORD BEARING
OF SOUTH 64020'31' WEST TO THE POINT OF TANGENCY; THENCE RUN
SOUTH 89°40'18- NEST, 206.98 FEET TO A POINT OF CURVATURE OF A
CURVE CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG SAID CURVE,
HAVING A RADIUS LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 14004'56',
AN ARC LENGTH OF 74.23 FEET, A CHORD LENGTH OF 74.04 FEET, AND A
CHORD BEARING OF NORTH 83 ° 17' 14' WEST TO A POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN
SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00
FEET, A CENTRAL ANGLE OF 78021'26% AN ARC LENGTH OF 41.03 FEET, A
CHORD LENGTH OF 37.90 FEET, AND A CHORD BEARING OF SOUTH 64034'30'
WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH 25023'47' WEST,
92.05 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, HAVING
A RADIUS LENGTH OF 69.75 FEET, A CENTRAL ANGLE OF 115036'12', AN ARC
LENGTH OF 140.73 FEET, A CHORD LENGTH OF 118.05 FEET, AND A CHORD
BEARING OF SOUTH 32024'19' EAST TO THE POINT OF TANGENCY; THENCE
RUN NORTH 89047'35' EAST, 443.5.9 FEET TO THE POINT OF CURVATURE OF
A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG
SAID CURVE, HAVING A RADIUS LENGTH OF 45.00 FEET, A CENTRAL ANGLE
OF 42055'24', AN ARC LENGTH OF 33.71 FEET, A CHORD LENGTH OF 32.93
FEET, AND A CHORD BEARING OF NORTH 68°19'54' EAST,TO A POINT LYING
ON A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY AND THE.WESTERLY
RIGHT-OF-WAY LINE OF TOWNE CENTER BOULEVARD, AS RECORDED IN THE
OFFICIAL RECORDS BOOK 2612, PAGE 1923 OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA; THENCE, DEPARTING SAID COMMON LINES OF
TRACT 1 AND TRACT 8, RUN SOUTHWESTERLY ALONG SAID WESTERLY RIGHT-
OF-WAY LINE AND SAID NON -TANGENT CURVE, HAVING A RADIUS LENGTH OF
1062.00 FEET, A CENTRAL ANGLE OF 02039'05% AN ARC LENGTH OF 49.15
FEET, A CHORD LENGTH OF 49.14 FEET, AND A CHORD BEARING OF SOUTH
03120'16' WEST; THENCE, DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE,
RUN SOUTH 89°47'35' WEST, 567.47 FEET TO A POINT LYING ON A NON -
TANGENT CURVE CONCAVE EASTERLY AND THE EASTERLY LINE OF TRACT 9
OF SAID PROPOSED PLAT; THENCE RUN ALONG THE,COMMON LINES OF SAID
TRACT 1 AND TRACT 9 THE FOLLOWING COURSES: THENCE RUN NORTHERLY
ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 143.75 FEET, A CENTRAL
ANGLE OF 73033'27-, AN ARC LENGTH OF 184.55 FEET, A CHORD LENGTH OF
172.13 FEET, AND A CHORD BEARING OF NCRTH 11 °22'56' WEST TO THE
POINT OF TANGENCY; THENCE RUN NORTH 25°23'47' EAST, 92.02 FEET TO
THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY; THENCE RUN
NORTHERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET,
A CENTRAL ANGLE OF 79008'46% AN ARC LENGTH OF 41.44 FEET, A CHORD
LENGTH OF 38.22 FEET, AND A CHORD BEARING OF NORTH 14010136' WEST
TO THE POINT OF TANGENCY; THENCE RUN NORTH 53044'59' WEST, 274.48
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY;
THENCE RUN NORTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS
LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 57013'52', AN ARC LENGTH
OF 301.66 FEET, A CHORD LENGTH OF 289.27 FEET, AND A CHORD BEARING
OF NORTH 25008'03' WEST; THENCE RUN NORTH 48043'06' WEST, NON -
TANGENT TO SAID CURVE, 49.03 FEET TO A POINT LYING ON THE EASTERLY
LIMITED ACCESS RIGHT-OF-WAY LINE OF STATE ROAD 400 (INTERSTATE NO.
4), AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP,
SECTION NO. 7716-401 AND 7711-401; THENCE, DEPARTING SAID COMMON
LINES OF SAID TRACT 1 AND TRACT 9, RUN NORTH 23052'59' EAST, ALONG
SAID EASTERLY LIMITED ACCESS RIGHT-OF-V%'AY LINE, 684.88 FEET TO A
POINT LYING ON THE SOUTHERLY LINE OF TRACT 4 OF SAID PROPOSED PLAT;
THENCE RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND SAID TRACT
4 THE FOLLOWING COURSES: THENCE RUN SOUTH 66107'24' EAST, 136.57
FEET; THENCE RUN SOUTH 02000'00' WEST, 29.26 FEET; THENCE RUN SOUTH
72000'00' WEST, 19.16 FEET; THENCE RUN SOUTH 38000'00' EAST, 53.53
FEET; THENCE RUN SOUTH 72'00'00' WEST, 57.47 FEET; THENCE RUN SOUTH
02000'00' WEST, 65.21 FEET; THENCE RUN SOUTH 38000'00' EAST, 65.98
FEET; THENCE RUN SOUTH 02'00'00' WEST, 22.58 FEET; THENCE RUN NORTH
72000'00' EAST, 373.97 FEET; THENCE RUN NORTH 27000'00' EAST, 191.99
FEET; THENCE RUN SOUTH 63000'00' EAST, 113.95 FEET; THENCE RU4 NORTH
27000'00- EAST, 236.08 FEET; THENCE RUN NORTH 63000'00' WEST, 90.96
FEET; THENCE RUN NORTH 27000'00' EAST, 12.00 FEET; THENCE RUN NORTH
00041'06' EAST, 194.63 FEET TO A POINT LYING ON THE EASTERLY LINE OF
TRACT 3 OF SAID PROPOSED PLAT; THENCE, DEPARTING SAID COMMON LINES
OF TRACT 1 AND TRACT 4, RUN ALONG THE COMMON LINES OF SAID TRACT
1 AND TRACT 3 THE FOLLOWING COURSES: THENCE RUN NORTH 53'50'30'
EAST, 191.09 FEET; THENCE RUN NORT.; "7000'0C' EAST 11.96 FEET;
ElXHTI ].T "A" Page l
R w SOUTH JV 0O^ 0S^ FF T:[ NO YH
27=00 0; E1 T 3°
OO' FEET;
THENCE RUN 18"00'00~ vvLS7. 37226 FEET' THENCE RU,N SOUTH
52000'00^ WEST, 56.11 FEET; THENCE RUN NORTH 88000'00- VV[ST, 25.
40 FEET; THENCE RUN 13"00'00~ WEST. 23`54 FEET; THENCE RUN NORTH
88000100~ VvEST, 3I89FEET; THENCE RUN NORTH 18000'00^ VVE5T' 189.
57 FEET TO A POINT LYING ON AFLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-
OF-WAY LINE; THEuCE, DEPARTING THE COMMON L|mE3OFTRACT
l AND TRACT 3' RUN NORTH 24037'22^ EAST, ALONG SAID FLORIDA DEPARTMENT
OF TRANSPORTATION RIGHT-OF-WAY LINE, 2520FEET; THENCE, CONTINUING
ALONG SAID FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-
OF-WAY L|NE, RUN NORTH 89044'24~ EAST, 89.00 FEET TO
A POINT LYING ON A NON -TANGENT CURVE CONCAVE EASTERLY AND THE WESTERLY
LINE OF TRACT 5 OF SAID PROPOSED PLAT; THENCE RUN ALONG THE
COMMON LINES OF TRACT 1 AND TRACT 5 THE FOLLOWING COURSES: THENCE
RUN SOUTHERLY ALONG SAID NON -TANGENT CUnYE, HAVING A
RADIUS LENGTH OF 1382.39 FEET. 4 CENTRAL ANGLE OF Ol"18'
5O^.AWARC LENGTH OF31.7OFEET, ACHORD LENGTH OF31.7OFEET, AND CHORD BEARINGOF SOUTMO7"2O'
lS^ WEST TO A POINT LYING ON A CURVE CONCAVE SOUTHERLY; THENCE
RUN EASTERLY ALONG SAID CURVE, HAVING RADIUS LENGTH Op*513OFEET, /<
CENTRAL ANGLE Dp19"36'17^' AN ARC LENGTH OF 154.44
FEET, A CHORD LENGTH DFl53.59 FEET. AND CHORD BEARING OF NORTH 80"04'
53^ EAST T[>THE POINT OF TANGENCY; THENCE RUN NORTH 89053''7^ EAST,
18587 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY;
THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING A
RADIUS LENGTH OF3D`UO FEET'ACENTRAL ANGLE CF 88053'08^'
AN ARC LENGTH OF47.D8 FEET' A CHORD LENGTH -OF 42.38 FEET' AND
A CHORD BE4RING OF NORTH 44056'34^ EAST TO THE POINT OF TANGENCY; THENCE
RUN NORTH OO°OO'DO^ EAST, 77.00 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN NORTHEASTERLY ALONG SAID CURVE,
HAVING ARADIUS LENGTH UF l55.0OFEET, ACENTRAL ANGLE
OF4S"49'4l^.ANARC LENGTH OF 123.98 FEET, A CHORD LENGTH OF 120,
70 FEET' AND CHORD BEARING OF NORTH 22054'51^ EAST; THENCE RUN NORTH 02017'
32^ WEST, 51J2,FEET; THENCE, DEPARTING SAID COMMON LINE BE7wEEmTRACT 1 AND
TRACT 5' RUN NORTH 87046-40^ EAST, 387.03 FEET
TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG
SAID CURVE, HAVING ARADIUS LENGTH DF282.81 FEGT, A
CENTRAL ANGLE OF 1100*'20^' AN ARC LENGTH OF 50.79 FEET'
A CHORD LENGTH OF 50.71 F[ET, AND CHORD BEARING OF SOUTH 86041'11^
EAST TO A POINT OF COMPOUND CURVATURE OF CURVE CONCAVE SOUTHERLY, SAID POINT LYING DNTHE
SOUTHERLY LINE OF TRACT 11 OFTHE AFORESAID PROPOSED HENCE
RUN ALONG THE COMMON LIKES BETWEEN SAID TRACT 1 AND TRACT 11
THE FOLLOWING COURSES: THENCE CONTINUE EASTERLY ALONG SAID CURVE, HAVING A
RADIUS LENGTH OF 1815.75 FEET, A CENTRAL ANGLE
OF 06626'00^. AN ARC LENGTH OF 203.88 FEET, A CHORD LENGTH
OF203.77 FEE[ AND CHORD BEARING OF SOUTH 77"55'01^ EAST TO A POINT
OF REVERSE CURVATURE OF A CURVE COn[AyE NORTHERLY; THENCE RUN EASTERLY ALONG SAID
CURVE, HAVING A RADIUS LENGTH OF 221.00 FEET, ACENTRAL
ANGLE OF 15034'41^. AmARC,LEnGTx OF6O.V9 FEET, A CHORD LENGTH
OF 53.90 FEET, AND A CHORD BEARING OF SOUTH 82030'21^ EAST
TOTHE' POINT QFTANGENCY; THENCE RUN NORTH 89«42'18^ EAST, 161.03 FEET TOA
POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCERUN NORTHEASTERLY ALONG SAID CURVE,
HAVING ARADIUS LENGTH DF33.DO FEET, ACENTKAL ANGLE OF 80000'
00^. AN ARC LENGTH OFS1.O4 FEET, A CHORD LENGTH
OF4G.G7 FEET..ANDA CHORD BEARING OF NORTH 44*42'18^ EAST TOA
POINT LYING ONTHE AFORESAID WESTERLY RIGHT-OF- WAY LINE OF TOvvNE CENTER `
BOULEVARD; THENCE, DEPARTING SAID COMMON LINES BETWEEN TRACTS 1 AND 11' RUN SOUTH
00017'42^ EAST, ALONG SAID WESTERLY RIGHT-OF-WAY
LINE, 120.46 FEET TOA POINT LYING ON A mON'T4NGENTCURVE CONCAVE
SOUTHERLY AND THE NORTHERLY LINE OF TRACT 6 OF SAID PROPOSED PLAT; THENCE
RUN ALONG THE COMMON LINES BETWEEN SAID TRACT 1 AND
TRACT S THE FOLLOWING COURSES: THENCE RUN WESTERLY ALONG SAID NON -TANGENT
CURVE, HAVING ARADIUS LENGTH OF30.0OFEET, A CENTRAL ANGLE OF 17057'
32^' AN ARC LENGTH OFD.4O FEET, A CHORD LENGTH
OFS.3S FE[T, AND CHORD BEARING OF NORTH 81018'56^ WEST
TO THE POINT OF TANGENCY; THENCE RUN SOUTH 89042'18^ VvE5T, 184.78 FEET
TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHERLY; THENCE RUN
WESTERLY ALONG SAID CURVE, HAVING ARAD0S LENGTH OF307`OD FEET' A CENTRAL ANGLE OFJ2"
19'O7~' AN ARC LENGTHOF 119.59 FEET, A
CHORD LENGTH OF 118.83'FEET. AND A CHORD BEARING OF NORTH 79008'
08^ WEST TO A p0wT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE RUN
WESTERLY ALONG SAID CVBV[, HAVING A RADIUS LENGTH,OF 25382 FEET. A
CENTRAL ANGLE OF 09017'16^' ANARC LENGTH OF4114 p5FT' ACHORD
LENGTH OF41.1O BET. AND A CHORD BEARING OF NORTH 72037'12^
WEST TO A POINT OF COMPOUND CURVATURE OF A CJRvE CONCAVE SOUTHERLY; THENCE RUN
WESTERLY ALONG SAID CURVE' HAVING A PAD|USLENGTH OF 173509 FEET, A CENTRAL
ANGLE OFOJ05]'1l^' AN ARC LENGTH OF 117.68
FEET'f\ CHORD LENGTH OF 117.55FEET' AND ACHORD BEARING DFNORTH
79"12'25^ vv ^-_ TO4 POINT OFCOMPOUND CURVATURE OF [UnvE CONCAVE SOUTHERLY; THENCE RUN
WESTERLY ''D SA/D CUR'E, A R-D'US LENGTH OF 182.15
PEFr, A CEmTR4,L OF 11004'20`. AN ARC LENGTH
OF 35.20 FEET' A [<)nDLEwGT* C 3515 FEET, AND CHORD BEARING OP NORTH
860*1'1',~ WEST TO pO/nr OF TANGENCY: THEn[: RUN SOUTH 8704r-'4^' WEST,
1833g-z F[77 T- - r!x- O: CURVATURE Op A
CURVE CO" -CuTHEA5TERLI; TH_-P--__ `^ uT vv LY ALONG SA|) IX UIG|
T A Pu c2 3
CURVE, HAVING A 1-. ./US LENGTH OF 85.34 FEET' A CFxTq^ ANGLEOF, 87046'-
10^ AwARC LEmGrIH OF !3Q27 rEET, A Up 1 9r) r[
ET,AND A CHOaD ;:'F SOUTH u31:,3'20' TO cF TANGENCY;
T"HEmCE RUN' SOUTrl O"0O'0,0- S. 757.1 pE T TO A LYING
ON THE x0RT*EF-LY LINE OF TRACT Z OF SAID PROPOSED PLAT; THENCE,
DEPARTING SAID COMMON LINES OF TRACTS l AND 6' CONTINUE SOUTH
00000'00^ EAST' 88.06 FLET; THENCE RUN SOUTH 89053'08^ WEST' 31.
5.18 FEET; THENCE RUN SOUTH 18100'00^ EAST, 78.30 FEET; THENCE RUN SOUTH
5200000^ WEST, 29.26 FEET; THENCE RUN NORTH 88oOO'D0~'WEST, 2327
FEET; THENCE RUN SOUTH 18"00'00^ EAST' 387JOFEET; THENCE RUN SOUT*.Z7"
O8'00^ WEST, 31.58 FEET; THENCE RUN SOUTH 63000'00^ EAST, 360.78FEET;
THENCE RUN SOUTH 37000'00^ WEST, 65D0FEET; THENCE RUN SOUTH 63000'
00^ EA3T, 78'48FEET; THENCE RUN NORTH 78008'50^ EAST' 81.14
FEET; THENCE RUN NORTH 87000'00^ E45T, 333.40 FEET; THENCE RUN NORTH 00017'
42" VvEST, 288,78 FEET; THENCE RUN NORTH 89142'18^ EAST, 38.00FEET;
THENCE RUN NORTH 00067'42^ WEST, 62J6 FEET TO A POINT OF CUSP
OF CURVE CONCAVE NORTHEASTERLY, SAID POINT LYING ON THE SOUTHERLY LINE
OF THE AFORESAID TRACT G OF SAID PROPOSED PLAT; THENCE, DEPARTING
SAID COMMON LINES OF TRACT 1 AND TRACT 2. RUN ALONG THE
COMMON LINES OF SAID TRACT ) AND TRACT 6 THE FOLLOWING COURSES: THENCE
nVm SOUTHEASTERLY ALONG SAID CuRvs, HAVING A n/\oma
LENGTH or zsnh pssTA CENTRAL ANGLE c LENGTH OF 36.
13 FEET, A CHORD LENGTH, OF 32.53 FEET, AND A CHORD BEARING OF SOUTH
45017*42' EAST TO THE POINT, OF TANGENCY; THENCE RUN NORTH 89042'
18- EAST, 108.06 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY;
THENCE RUN NORTHEASTERLY ALONG SAID """,E. "°,.NG ° "°"'"
o LENGTH, OF 40^00 rcc/. * CENTRAL ANGLE OF 77009'42^.
AN ARC LENGTH OF 53.87 FEET, * CHORD LENGTH OFu9.8S FEE[ AND A
CHORD BEARING OF NORTH 51"O7'28^EAST TO A POINT LYING ON THE AFORESAID
WESTERLY RIGHT-OF-WAY LINE OF TOvvNE CENTER BOULEVARD; THENCE , DEPARTING
SAID COMMON LINES OF TRACT 1 AND TRA[T'G'
RUN SOUTH 00017'42^ EA8T, ALONG SAID WESTERLY RIGHT-OF- WAY yVAY LINE,
117.07FEET TO A POINT LYING ON A NON -TANGENT CURVE CONCAVESOUTHERLY AND THE
NORTHERLY L'xvE OF TRACT 7 OF SAIDrnopVSsD.PLAT; THENCE RUNALONGTHECOMMONLINESOFSAIDTRACT1ANDTRACT
7 THE FOLLOWING COURSES: THENCE RUN WESTERLY ALONG SAID CURVE, HAVING
RADIUS LENGTH OF3O0] FEB[A CENTRAL ANGLE OF 17057' FEET,'
A' OR
AR|E |T'' -
O-'-
BFEET, '~^
CHORD '
LENGTH OF
9-36 CHORD ... OF NORTH 101856WEST
TO THE POINT OF TANGENCY; THENCE RUN SOUTH 890«
2'18^ WEST, 130.81 FEET. TOTHE POINT OF CURVATURE OF A CURVE CONCAVE
SOUTHEASTERLY; THENCE RUN ALONG SAID CURVE HAVING A RADIUS
LENGTHOF3OOO FEET, A^CENTRAL ANGLE OF 90080'
00^.AN ARC LENGTH OF 47.12 FEET'A CHORD LENGTH OF42.43 FEET. AND
ACHORD BEARING OF SOUTH 44042''8^ WEST TO THE POINT OF TANGENCY;
THENCE RUN SOUTHOO"l7'4Z^ EAST' 737.86 FEET TO A PO|
NT'Lv|NG ON A NON -TANGENT CURVE CONCAVE' NORTHWESTERLY AND THE AFORESAIDs RIGHT-OF-
WAY LINE OF TOWo6 CENTg1'BOULEVARD; THENCE, DEPARTING SAID
COMMON L/ OF TRACT 1 AND TRACT 7RUN RIGHT-
OF-WAY LINES OF YArLINETHE FOLLOWING COURSES: THENCE RUN
SOUTHWESTERLY ALONG
SAID
CoRVE, HAVING A RADIUS LENGTH OFO5O.OV FEET'
A CENTRAL ANGLE OF 12057'56^. AN ARC LENOTH OF 147.08 FEET'
A CHORD LENGTH OF 14Ei78 FEET, AND CHORD BEARING OF SOUTH 47023'07^ WEST
TO A POINT OF TANGENCY; THENCE RUN SOUTH 53052'05' WEST, 523.
31 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE
RUN SOUTHWESTERLY ALONG SAID CURVE, HAVING ARAD|US
LENGTH OFl4OU.0O FEET, A CENTRAL ANGLE QF l8°2l'
48`^ANARC LENGTH OF 473.13 CHORD LENGTH OF 470.88 FEET' AND A
CHORD BEARING OFSOUTH'` 4401111" WEST TO A POINT OF COM POUND
CURVATURE OF 4 CURVE CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE,
HAVING ARADIUS LEmGTHOF-2O5O.00 EEETA CENTRAL
ANGLE OF 12047'08^' AN ARC LENGTH OF457.46 FEsT,
A CHORD LENGTH OF45O'5i FEET, AND A CHORD BEARING OF SOUTH 28006'
43^ WEST TO THE POINT TANGENCY; THENCE RUN SOUTH 32020'04~vvEST' 24.
65 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OFLAND LIES
IN THE
CITY OF 3ANFORD, SEK^|NOLECOUwTY FLORIDA AND CONTAINS 49.803 ACRES, MORE OR
LESS. ' EXHIBIT "A" page J
CCr.t 1I=N E .a(?HE. SOUTH ;!'ANTLf3 I i r ' _R of &ND SECTION 29 FOR A PO NT
OFREFCRENCE; TI-1I_NCE RUN NORTH JJ" '36' WEST, ALONG THE `, E UNE OF
SAND SOUTHEAST OUARTfLR, 2093.60 I E.E . THENCE RUN NORTH 89`44'24' EAST,
155.93 FEET 'TO A POINT LYING ON TI'"YFSTERLY LINE OF TRACT 2 OF` SAID
PROPOSED PLAT AND THE POINT Ot- Bf_i3INMNG; THENCE RUN ALONG THE
COMMON UNES OF SAID TRACT 2 At D TRACT 1 OF SAID PROPOSED PLAT THE
FOILLOWiNG COURSES: THENCE iRU^ SOUTH 88'00'00' EAST, 29.27 FEET; THENCE
RUN NORTH 52 00'00•' EAST, 2:9.26 I- _T; THENCE RUN NORTH 18'00'OG` WEST, 78.30
FEET; 'THEt,(;E `IRUN NORTH 89'53')8' ;;AST, 3J5.18 FEET; THENCE RUN NORTH
00`00'00' WEST, 68.06 -FEE( TO A POINT OF CUSP OF A CURVE CONCAVE.
NORTHF_ASTERLY, SAID POINT LY'JG ON THE SOUTHERLY UNE OF TRACT 6 OF SAID
PROPOSED PLAT; THENCE, DEP ;RTING SAID COMMON UNES OF TRACT 1 AND
TRACT 2, RUN ALONG THE CCt,! .i0N UNES BET`i''EEN SAID TRACT 2 AND TRACT 6
L!. THE FO_O\"DING COURSES: T, 1ENCE RUN SOOT} -'EASTERLY ALONG SAID CURVE,
HA:iNG A RADIUS I ENGTH OF 30.00 I E'ET, A CEN'TP.AL ANGI.E OF 90'06'52', AN ARC
E.ENGTH OF 47.18 r%=ET, A CH( `?D LENGTH OF 42.47 FEET, AND A CHORD BE,:RING
OF SOUTH 45`03'26' EAST T J THE POINT OF T..NGE NCY;. THENCE RUN NORTH
89-53'08' EAST, 316.24 FEET t.0 THE POINT OF CURVATURE OF A CURVE CONCAVE
SOUTHWESTERLY; THENCE RUN SOU I HEASTERLY ALONG SAID CURVE, HAVING A
RADIUS LENGTH OF 252.00 FEET, A CENTRAL ANGLE OF 89049'10', AN ARC LENGTH
OF'395.05 FEET, A CHORD LENGTH OF 355.82 FEET, AND A CHORD BEARING OF
SOUTH 45'12'17' EAST TO THE POINT `OF TANGENCY; THENCE RUN SOUTH 00`17'42'
EAST, 180.46 FEET TO A .POINT LYING ON THE NORTHERLY UNE OF THE •AFORESAID
TRACT 1; THENCE DEPARTING SAID SOUTHERLY LINE OF SAID -TRACT 6, RUN ALONG
THE COMMON LINES OF TRACT 2 AND TRACT 1 'THE I
FOE10'>'ING COURSES:
THENCE CONTINUE SOUTH 00'17'42' EAST, 62.75 -FEET; THENCE RUN SOUTH
89`42'18' WEST, 38.00 FEET; THENCE RUN SOUTH DO'17'42'' EAST, 298.78 FEET;
THENCE RUN SOUTH 87'00'00' WEST, 383.40 FEET; THENCE RUN SOUTH 78'08'50'
WEST, 81.14 FEET; THENCE RUN NORTH 63'00'00' WEST, 78.48 FEET;' THENCE RUN
NORTH 27`00'00' EAST, 55.DO FEET; THENCE RUN NORTH 63°00'DO' WEST, 360.78
FEET; THENCE RUN NORTH 27'DO'00' EAST, 91.68 FEET; THENCE RUN NORTH
18'00`00' WEST, 387.70 FEET TO THE POINT OF BEG4NNING.
THE ABOVE DESCRIBED PARCEL OF LAND LIES IN THE CITY OF SANFORD, SEMIN01 F COUNTY,
FLORIDA AND CONTAINS 14.354 ACRES, MORE OR LESS.
r, T C
S PLR FI (_.n I'.f'A vC -, ', 1. _. '. , r Tf,, 'v Jf1, ti 1 ; I- . .. .,,
SFITII % NO Tri
I GNG SAID EAS. FRLti E i- - _,_SS _,i; i -1
TOl ?HE P&' T F r .;.'', T CE E,1S(TE;;Lti _
ES ,HT-\..'C- •
r- ) ,.r -" - 'E r-.mot. I I. a " EAST
TL' A ri..'1% r i. E',.E T 1
T, r' F .l_C : ,i',T','.
fliAT
212 91 FEET; TIiE%C
SOUTH 27"OU 00' ',','Ejr, 1? 96 FEET, CL)'c
87.4 7 FEET, THE',,CE RUB: S C U f H _ 1 0
NOR TH 63 °00'00" WEST, 103,04 S EE T1, TriL%CE S,,: U
1 1 96 FEET; THENCE RUN SOU I H 53 :;0'30' T 1 ? 1 a r E_ _ -n
NORTHEAST CORNER OF Tr, -CT - :r S I!, P CS ' r. _
r' r"Era i
DEPARTING SAID WESTERLY LI%_ F , RAC T 1 e.
LONG THE r i=71
THE I'CIr,T (_F i"i
THE AI>O E DEtiI_ Cv II -,A CF L. L E cr.
I`L' t-IL)A ANL'
HHIBIT "f" Page u
C:J1,1,4ENCE AT THE SOUTH Q+-'AR i cR CvR':ER OF SAID SECTION 29 FCR A
POINT OF .REFLR.LNCE; THENCE RUN SOUTH 83°47'35" `"JEST, ALONG THE
SOUTH LINE OF SAID SOUTH`NEST QUARTEt, 1098.10 FEET TO A POINT OF
iNTERSFC-1ION `'ti'ITH 'THE EASTERLY LIMITED ACCESS RIGHT -OF -`NAY LINE OF
STATE ROAD NO. 400 ;INTERSTATE 41, AS PER FLORIDA DLPARTMENT OF
1 RANSPORTATION RIGHT-OF-WAY MAP, SECTION NO. 771 6-401 AND 771 1 -401 ;
THENCE RUN NORTH 23052'59" EAST, ALONG SAID EAS1 ERLY LIMITED ACCESS
RIGHT-OF-WAY LiNIE, 872.99 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 23°52'59" EAST, ALONG SAID EASTERLY LIMITED ACCESS
RIGHT-OF-WAY LINE, 574.51 FLET TO THE SOUTHVk EST CORNER OF TRACT 3
OF SAID PROPOSED PLAT; THENCE, DEPARTING SAID EASTERLY LIMITED
ACCESS RIGHT -OF -NAY LINE, RUN SOUTH 63000'00" EAST, ALONG THE
COMMON LINE BETWEEN SAID TRACT 4 AND TRACT 3, A DISTANCE OF 482.33
FEET TO THE SOUTHEAST CCRN'ER OF SAID TRACT 3, SAID CORNER LYING ON
THE EASTERLY LINE OF T=.ACT 1 OF SAID PRt POSED PLAT; THENCE, ALONG
THE COMMON LINES BL -YEEN SAID TRACT 4 AND TRACT 1, RUN THE
FOLLOWING COURSES: THENCE RUN SOUTH 00141'06" WEST, 194.63 FEET;
THENCE RUN SOUTH 27000'00" WEST, 12.00 FEET; THENCE RUN SOUTH
63000'00' EAST, 90.96 'EET; THENCE RUN SOUTH 27°00'00" 'NEST, 236.08
FEET; THENCE RUN NORTH 63°00'00" `vIVEST, '113.95 FEET; THENCE RUN
SOUTH 27000'00' `,NEST, 191.99 FEET; THENCE RUN SOUTH 72100'00' "'EST,
373.97 FEET; THENCE RUN NORTH 02°00'00" EAST, 22.58 FEET; THENCE RUN
NORTH 38000'00" WEST, 65.98 FEET; THENCE RUN NORTH 02°00'00' EAST,
65.21 FEET; THENCE RUN NORTH 72000'00" EAST, 57.47 FEET; THENCE RUN
NORTH 38°00'00" ',JEST, 58.53 FEET; THENCE RUN NORTH 72°00'00" EAST,
19.16 FEET; THENCE RUN NORTH 02100'00' EAST, 29.26 FEET; THENCE RUN
NORTH 66007'24" WEST, 136.57 FEET TO FHE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL OF LAND LIES 1N THE CITY OF SANFORD, SEMINOLE COUNTY,
FLORIDA AND CONTAINS 9.463 ACRES, MCRE OR LESS.
F—XHIBTT "A" Page 5
I
BP101IO2 CITY OF SANFORD 9/12/95
Land Master Selection By Street Address 14:27:24
Type options. press Enter.
1=Select 5=View detail
Opt Street address Owner,
214 TOWNE CENTER CR$497.50 8122 1 2563 FRIEDMANS JEWELERS
215 TOWNE CENTER CR SEMINOLE TOWNE CENTE
2 1 7 TOWNE CENTER CR0 487.sa 7/3t j9s-A2528 AFTER THOUGHTS 219
TOWNE CENTER CR$3zs 7/7/gs-it 2486 EVERYTHING BUT WATER 220
TOWNE CENTER CRisl87.sso o119/9s,aE 24.S7 K- , EWLERS 222
TOWNE CENTER AND COMPANY 223
TOWNE CENTER CR;es 2co 2339 RUBY TUESDAYS 224
TOWNE CENTER CR%497.S0 5/3j j95ti ZSgo BENTLY LUGGAGE 225
TOWNE CENTER CR 226
TOWNE CENTER CR!Z79G.2S Qz-7)gs-k+24Grs FOOTLOCKER 228
TOWNE CENTER CRSSg7S 7/2)/95#r 2soq BROORSTONE 229
TOWNE CENTER CR&s-o 8/9/9s1-t- ?-55o SWEET FACTORY 231
TOWNE CENTER CRJ07.s0 $/5/gs c2S4,1 5-7-9 232
TOWNE CENTER CR =NE Luc SUNGLASS.HUT 234
TOWNE CENTER CR4Coso 2SZ1 SEMINOLE fiOWNE CENTE Auk
Cooked F3=
Exit F 12=Cance'I a
et 07-
04 SA MW KS IM II S1 AO KB BP101IO2
CITY OF SANFORD Land
Master, Selection By Street Address 9/
12/95 14:
27:52 Type
options, press Enter. 1=
Select 5=View detail Opt
Street address Owner, 235
TOWNE CENTER CR%H3-1•So LIMITED TOO 236
TOWNE CENTER CR<113oo 8/9)4stt 2545' THE GREAT STEAK & PO 238
TOWNE. CENTER CR11,14,2.so 7/W1g5,H2-507 SARKU/JAPAN 239
TOWNE CENTER CR LIMITED EXPRESS 240
TOWNE CENTER CRI697s s/91gs-a 2s4(o FLAMERS CHARBOILED H 242
TOWNE CENTER CRC/"787.so NATURES TABLE 243
TOWNE CENTER CRXZ27s EXPRESS BATH/BODY 244
TOWNE CENTER CR7/2s)ys-t# 2St-1 CAJUN CAFE 245 TOWNE
CENTER CR Q-&N ,E 246 TOWNE
CENTER CR 32S' ?/(-lg5tk2485 DIAMOND • JIM' S 247 TOWNE
CENTER CR 248 TOWNE
CENTER CR1'900 25;73 SBARRO 249 TOWNE CENTER
CR 110-4, nvE GEMINOtEl9`57oRtc 250 TOWNE CENTER
C01462.510 7/t,1g5,v2z{89 PANDA EXPRESS 251 TOWNE CENTER
CR S + F3=Exit F12=
Cancel 07-04 SA
MW KS IM II S1 AO KB
FRON THE CITY BUILDING OFFICIAL
September 12, 1995
TO: All Concerned Departments
FROM: Gary Winn, Building Official/
SUBJECT: Issuance of Certificate of Occupancy for the Build
Out of Interior of Mall and Interior Local Stores
The undersigned have agreed to approve the issuance of the Certificate
of Occupancy for all interior local stores and the Mall area itself.
Engineering
Zoning 0(r'QS
Public Work
Utilities ow
GW/ar
Cl;lt'1'IFICAI'ION •
3
pyi
i
ADDRESS `
THE DATA PItESENI'ED IN THIS REPORT IS AN EXACT RECORD OF SYS:'.'', PERFORMANCE AND WAS
OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARkANCES FROM DESIGN
QUANTITIES WI IICI I EXCEED'NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. -
TI IE Alit DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS 1{AVE'.BEEN
MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING - ADJUSTII4G--BA1_;ANCING °
OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS..
NEBB CONTRACTOR BAY TO BAY BALANCING, INC. _
REG. NO. 2675 CERTIFIED BY W. CARSON JUDGE DATE
i --
U13MC1"l'EU.&_CER'I'IFIEU_I3Y:,
NEBB CONTRACTOR BAY TO BAY BALANCING, INC.
TAB SUPERVISOR W. CARSON JUDGE
REG. NO. 2675
DATE
5-95 FRI 17 11
R
TjE4A OFFICE'-
95 Royal .Crest court. nfill S
S xS
x Markham. OnLa 10, Ca
U Tel,, (905) 474.0710
Fax; (905) 474-1939
artmant, city of Sanfa rd Center
TO : `ire .Dep
CburtBjt -
Seminole Towne
Sarku 34p$n Restaurant - Paad
DATE:. $e.pt.ember 15, 1995
orary Certif'oate
issue a temp
request thf t You staff in the Store.
We hereby We "y train .OuX
occupancY 60 that
s
sincere y
SARICU J
A. Pang!
Vice President
I
of
CL101FICATION
AI)UltI.SS
TI IE DATA PItESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS
OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN
QUANTITIES WHICH1 EXCEED NEBB TOLERANCES ARE NOTED TT-IR000HOUT TF11S REPORT.
TI IE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN
MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING - ADJUSTING -BALANCING
OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS.
NEBB CONTRACTOR BAY TO BAY BALANCING, INC.
REG. NO. 2675 CERTIFIED BY W. CARSON JUDGE
SUBMI'fT'Eu,&_CEIt'I'I1,.lED BY_;.
NEBB CONTRACTOR BAY TO BAY
TAB SUPERVISOR W. CARSON JUDGE
REG. NO. 2675
DATL%l_Sf
INC.
DATE
PIEatabllshment NonePIEMWwrhih" 5awhNrMGreatml
Establishment Location
I F rQir .- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
f Hotels and RestaurantsDivisionp
Application for PlanPlanRe.v° ew
40wb OFy
PI®as® Print or Type QR qp TR 0T /,01 . .
ag unlit rOCAULY Information
UNew Construction food service establishments closed
Conversion of existing O Remodeling of existing food service
structure to food service
Name of existing public food service establishment
BPR license number of existing public food service establishment
IZV" f'TAPAN_
IL—r 71cwNet CE
r_
C400M1
owner Name 5 5 E M 110 ce 1..E E—OwL r NC .
Address 14 AL c=99FT COVC sue` City A44KKk4Aji4
O IVTA1Zjg0
N n D
7/p Coda L3 EZ 9 .X_ Telephone 1 io S) 4 T'4 . n
13I111lesponslbIbAgentt Name Do eNt.c ~ VAG H7
to war tool WWI D . r. VA L4N Tt sl licit r r
Address 6_+ ( MAIM 5 T - tZ_e6 < City
state . 4 A zip Code CA 135- 6 SS'Z Telephone 14- I3,S- d /2 a
MIManu Information: Types of food Involved and method of service. Attach a copy of
proposed menu.
SA PANBSE FCC? F6017
F1 Waste Water Disposal. Prior to the opening inspection, the applicant must provide written
approval for wastewater disposal from the appropriate agency MRS County Public Health
Unit, Department of Environmental Protection, municipality or sewer district). Written cep•
proval may be a copy of a permit or letter signed by the authority having jurisdiction,
Will your establishment be served by:
A. septle !snit system? O Yes f_l No
B. package sewer plants Dyes O No
C. municlpallutility sewer? eyes ONO
it you answered YES to item B or C, complete the following:
EM if existing structure, provide description (examples: steel warehouse,
old wood frame building in historic district):
Nate: Construction finish schedules of floor, walls and ceiling must be
provided on floor plans
10 Solid Waste Disposal -
Type of Storage Container W: HA LO C-mN TA / 4 a /rS
Waste water from cleaning containers disposed on site? Yes O No
Will establishment have an Alcoholic beverage License? O yes ENO
If YeS, the establishment must meet ell the sanitary requirements of the state before the
department stall may Sign the application for beverage license. All required equipment and
fixtures must be installed and operating properly before approval can is given pursuant to
s.561.17121, Florida Statutes,
Employees: Provide information on the anticipated number and type of workers (such as:
kitchen workers, wail staff, cooks). The information should provide the total number of
workers, maximum per shift and hours of establishment operation;
2 cG(D6CS
2 ir( t 'rc" e )4 W (0 iKK &-ZS
2 0Q A4' hJoe cCl!S
Name of rnunicipellutillty agency Z:/1V Of— SA N E—OKO /
AMProJectedServiceCapacity: Number of Seats
Si:eof greasetrep: gel. Location: MALL C&ArT144L_ LJN&
111 Water Supply. Prior to the opening inspection, the applicant must provide written approval
for a potable water supply from the appropriate agency tHRS County Public Health Unit,
Department of Environmental Protection, municipa!ity or sewer district). Written approval
may be a copy of a form or letter signed by the authority having jurisdiction.
Will your establishment be served by:
A. on -site water well? Yes No
0. municipallutlitty water? QYes n No
If you answered YES to item B, complete the lollowing:
Name of municipallutility agency
1OConstruction: Anticipated Start "7 1 1 1`15 Completion
Mmik Dry thu MOP* ObV Y1n
Plena are renewed on a fast•come, fust•urved basis. Florida few allows 30 days for processing. After
plans are appiovad and construction is complete, phase cOntect your division district office for an
btspoettlon. if you do not currently hold, a OPA license for this establishment, submittal of an Applies,
tion for Lkeru and the appropriats license fee Is required before the divisor will schedule the opsnkrg
V
c /z
SIGNATURE OF APPLICAN MONTH DAY YEAR
1 tnvrcvic`wevuIlttAti'f tl}ees onslble, tiiwhcntat jilanrf viewtscomplett:tlli.N
LOCI NUMBER 2 `f
DEPARTMENT OF BUSINESS REGULATION
DIVISION OF HOTELS AND RESTAURANTS
SPECIFICATION WORKSHEET
OFFICE USE ONLY
1. Establishment Name: ` h A
ATTACH TO APPLICATION
2. Type Review: Ne Establishment: O Extensively Remodeled O Remodeled
t7New Construction greater than 50% assessed value 50% assessed value or less
O Conversion
O Closed for 3 or more years
3. Construction Finishes:
1 l" Wall
Food Prep
Food Storage
Wash Area
Rest Rooms
Covering materials:`
Key: S - Satisfactory U - Unsatisfactory
NA - Not Applicable
C - Caution (information inadequate or potential operational violation, will be
checked during inspections)
4. C Floors graded to floor drains
5. C No unnecessarily exposed utility lines, pipes on floors
6. 0 No exposed studs, joists, rafters allowed in walk-ins, food preparation, dish washing
areas or toilet rooms. If exposed in other areas, they must be cleanable
7. G Wall panels, coverings closed at joints, sealed to wall and ceiling
p. %'Vill11nana.
DBR 21-011 Page 1 of 4 Rev. 11-24-92
LOG NUMBER
Sinks/Dishnmchines
9. Sanitizing facilities provided when potentially hazardous food prepared and/or customer
dishes re -used: (/) 3 compartment sink ( ) dishmachine
10. ,,$ Sinks with drain boards (or equiv.), backsplash, self -draining
No. shown: 4, / 3, 2 compartments
11.._CAdequate facilities to air dry dishware, utensils, equipment 12.
c Adequate facilities to store cleaned and soiled utensils, equipment 13.
5 One compartment food prep sinks. No. shown 14.
c Hand sink(s) in food prep area(s). No.'shown / 15.
C Hand sink in remote mechanical dishwash area 16.
S Mop wash facility, located: KAdAM 17.
c Hot and cold water supplied to all sinks where required 18.
C Compartments sized to accommodate equipment 19.
Dishmachine Model NSA 20.
Chemical 1800 1650 booster 21.
Comments: Fire
Safety 22.
Automatic, portable extinguishing equipment provided as needed 23.
0 Means of egress 24.
C Gas appliances 25.
Comments: rnmfc f a--,,,k i, tj-.,AA VoceA -\Avk Equipment:
Installation/Design 26.
C Ice produced and stored in protected area 27.
5 Displayed food protected 28.
N)b_ Running water dipper well for bulk ice cream service 29. _
C Beverage tubing installed properly 30.
C Adequate storage facilities (dry & refrigerated) 31.
C Open shelving to be at least 6" above floor 32.
C Equipment designed to facilitate cleaning, e.g., no raw wood, pegboard, contact paper 33.
Equipment installed to facilitate cleaning, e.g., easily cleaned beneath, behind, between 34.
C Tabletop equipment, not easily movable, not sealed shall be on legs at least 4" high 35. -
C-- Floor mounted equipment, not easily movable, not sealed shall be on raised platforms or
on legs at least 6" high 36.
c Designated area for employee belongings 37.
Laundry facilities properly located 38. -
aja Adequate storage area for maintenance and cleaning equipment 39.
Comments: Lighting
40.
C Adequate lighting provided. Minimum 20 ft-c on working surfaces, 10 ft-c on other surfaces
41.
C Lights shielded, coated, covered where food stored, prepared, displayed where food is oven
or exposed _ DBR
21-011 Page 2 of 4 Rev. 11-24-92
LOG NUMBER
Ventilation
42. C All rooms and equipment that produce appreciable quantity of steam, obnoxious odors,
fumes, vapors, grease, smoke to be vented to outside
43. C Intake and exhaust air ducts properly designed and installed
Premises
44.. Walking and driving surfaces shall be constructed to minimize dust and graded to
prevent pooling of water
45. Doors to exterior self -closing, open outward
Plumbing
46. C Backsiphonage and backflow protection if no air gap/break47. -.C,_ Faucets with hose fitting to have backflow protection device48. C Refrigeration waste piping shall discharge indirectly into floor drain or receptor
approved by local plumbing authority.
49. C Food contact surfaces shall not be placed under exposed sewer lines.
50. Location of hot water heater(s) Gt p,.Q,ni.
51. Rest rooms:
Rest rooms Males
Public
Females
WC Urin. Lay. WC Lay.
Employees
52. Hot and cold water to all lavatories used by employees53. Rest rooms vented or provided with windows to outside
54. Doors to be self -closing
55. Rest rooms accessible by customers without going through food preparation areas56. The plumbing standard is:
So. Stand.= So. Fl. IOD-10 FAC
Other (specify)
57. Comments:
U
Solid Waste
58. _C Waste container, grease receptacle, compactor on smooth non -absorbent surface59. — Compactor area drained to sanitary sewer
60. C- Wastewater from cleaning of containers drained to sanitary sewer61. Comments:
DBR 21-011 Page 3 of 4 Rev. 11-24-92
1.(X': Ni TTVIRFR
Water Supply
62. Type of Supply: Municipal/Utility ./
On -Site well Other
63. Name of Supplier E
64. Written approval for use issued by
65. Public Well Permit No.
66. Comments: V,,,.j,kQ U«V,_ VV
Waste Water Disposal
67. Type of System: Municipal/Utility Pkg.Plant OSDS
68. Written approval for use issued by
69. Name of System e
70.OSDS Permit No. ank Size gal. Drainfield sq.ft.
71. Grease Trap gal. Location of grease trap
72. Comments: -
Seating Capacity
73. Maximum seating capacity as designated on the plans
74. Plans Approved with noted provisos to be corrected
Plans Denied RESUBMIT corrected plans as indicated.
75. Comments:
All Items Will Be Verified During Construction And Opening Inspections.
Establishment is to meet all standards of Chapter 509, F.S., and Chapter 7-C, F.A.C.
Plans Reviewed by Date
Applicant Signaturea (-U Date57 —1- Y Print Name) ,
DBR 21-
011 Page 4 of 4 Rev. 11-24-92
ROOM FINISH SCHEDULE
ROOM FLOOR BASE WALLS CEILING
NO. TITLE I NORTH SOUTH EAST WEST
MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT.1 FIN.. MAT. FIN._., MAT. FIN,_.
I KITCHEN A I B 2 B 3 B 3 B 3 B 3 C 4
2 SERVING AREA A I 8 2 B 5 B
D 5 B
8
5 9 5 E 6
BOTTOM OFWAL-t ,'-
I I I I
MATERIALS (MAT.)
A EXISTING CONCRETE (CO NC.)
g GYPSUM BOARD (GYP. BD.)
C LAY - IN GRID
D CEMVWC BoARD
E GYPSUM BOARD SUSPENDED (GYP. BD.)
F
G
H
J
K
L
REMARKS
t
f
FINISHES (FIN.)
I QUARRY TILE (QT.)
2 COVED QUARRY TILE (QT.)
3 14RITE CERAMIC 'TILE
2X4 LAY - UI ACOUSTICAL TILES (ACT.)
5 CERAMIC TIL = (C.T.) lZ"xIZ"
g PAINTED "EGG SHi :LL ENAMEL" (P.)
7 No-T vSED
8 114" PLATE GLASS MIRROR (M.)
9
10
I
NOTES
LEGEND
CONSULTANTS
KEY PLAN
EAI NOKTN ARRO W
PROJECT TITLE
S Artku / SAPg11
DRAWING TITLE
Raor1 F N SN±
SG11l Ul t
C DOMEMIC F. VALEMTE. JA..
M
SP
A 2
1
DOOR SCHEDULE - •--,
NOTES
DOOR FRAME HARDWARE
REMARKSDOOR
NO.
SIZE LOUVO FIRE
RATING
KEYSIDE
RK NO. W H T W H
7/,fir 1S14 PM;19 s.. t HcLLd's16,41SLntit IFA4r- LEGEND
b" r-O 1 314" M e PM 52 1 HRI 1 S P S c "i 11 W=c fl
4
LEGEND: M= 18 GA, HOLLOW METAL DOOR
PM= 16 GA. PRESSED METAL FRAME.
QUANTITY TYPES MODEL NO. FINISH MFG.
CONSULTANTS
I - 112 PR. HINGES FBB 179 4-1 /2"X4-1 /2" 26D ISTANLEY
1 LOCK SET 18137 LE-LNH I 260 ISARGENTS
KWO KEY PLAN
V S7
1.(D
SEAL NORTH ARROW
PROJECT TITLE
SA1GKv JAPAN
DRAWING TITLE
DOOR
S NEvuL£
I)OVENIC V VAIE NT E, JR., 19
ark
NOTES
QUARRY TILE (QT) =DAL - TILE CORP. "507" PURITAN GRAY
6"X6"XI /2" DAL QUARRY
BASE:
COVED QUARRY.TILE (QT) =DAL - TILE CORP, "507" PURITAN GRAY
6"XG"XI/2" DAL QUARRY W/ LATICRETE SP-100
24 GREY GROUT TAPDXY
WALL KITCHEN: A 0-0 M =DAL - TILE CORP. wtit f-E. "-100 4064'x41W
SERVING AREA WALLS:
CERAMIC TILE (CT}
SERVING COUNTER WALL:
GERAMtG -t 1.E GT)
CEILING 8 SOFFIT:
GYPSUM BOARD PAINTED (P)
DOOR 8 FRAMES:
PAINTED (GLOSS ENAMEL) (P
DAL - TILE CORP. Di %--vuMv:Loit rte ma sEftlss
tv*x iZF' s6o2- rEAcN w/vAI.=TKO *Is DONE GRouT
SAM& AS. SEIRvimCt.AKF-A, WALLSP
PRATT 8 LAMBERT "VITRA - SHIELD" 2022 SMOKE
STAIN R()sF
PRAT'f 8 LAMBERT "EFFECTO" 1889 RIVER ROUGE
CEILING KITCHEN:
ACOUSTICAL LAY -IN TILE (ACT) •ARMSTRONG "PLAIN CERAMAGUARD" 605A WHITE
SERVING COON fER / GsgRALTA4t - 1>369''TM %0RGUf4 >Y
TRAY RAIL: SOLID SURFACING (SP)-ALGBNT— TamVI&ST
BACK COUNTER: o•TNEvt G`8QNLTA D- Mqu SZ
CABINET (LAMINATED PLASTIC) •WILSONART — D 11 - MAVv6 M 16-T
TOP C.I%eACTp+tr- - V?y61-TM sa rC6 l T PST
LEGEND
CONSULTANTS
KEY PLAN
SEAL NORTN'ARROW
PROJECT TITLE
SAaKu/TAPAN
DRAWING TITLE
CALo R
SLHEbclLE
t,DONENIC F. VALENTE, JR., 11
11. rr•p.
s A-4
I
EQUIPMENT SCHEDULE
NO, DESCRIPTIONS MFR, $ MODEL
FURN. BY INSTAL, BY CONNECT. B
OWNS G.C. OTHER G.C. OTHER G.C.
I GRIDDLE (HOT PLATE) LANG .G72 - T I X X X
2 FRYER WITH CASTERS . FRYER MASTER X X X
3 STOCK POT RANGE
IM ERIAeL X X X
4 DROP -IN FOOD WARMER DELFIELD X X X
S
REFRIGERATED BASE
CASTERSWl
DELFIELD X X X
6 FREEZER W/ CASTERS TRUE- T49F X X X
7 ICE MACHINE
HOSSI A
KM- s00 X X X
8 WALK-IN COOLER BASE WITH OT. X X X
9 SOFT DRINK SYSTEM X X X
10 CASH REGISTER
TEC
X X X
it 3 COMPART. SINK X X X
12 VEGETABLE SINK X X X
13 DROP -IN HAND SINK COUNTER TYPE X X X
14 KITCHEN HAND SINK WALL MOUNTED X X X
18 STAINLSESS STEM.
TABLE X X
16
IRE SHELVING
O G SIN
X X
17
ERpY LCOOLERSHELVING X X
18 GRIDDLE SNEEZE GUARD CUSTOM MADE X X
19 WARMER SNEEZE GUARE CUSTOM MADE X X X
20 PICTURE a MENU BOARD BACK LITE X X X
21 EXHAUST HOOD X X X
22ANSUL
FIRE PROTECT
SYSTEM-- X X
23 HOT WATER TANK X X X
24 MOP SINK X X X
23 GREASE TRAP X X X
26 WIRE WALL SHELF X X
27 KAGK X X
NOTES
LEGEND
CONSULTANTS
KEY PLAN
SEAL NORTH ARROW
PROJECT TITLE
5AKKV / TAPAN
DRAWING TITLE
EQii1sPMeN-C
Sc.H6pV L,6
c'OOMENIC F. YALENTE,
0 0•IMO
5P
I1•
I
NOTES
r
LEGEND
S6E:...'
rifils'A 5CA6010
r6v- -t`(fe. 0,NErdA
1
Of1r1y11I1,1NG
sI$"Fr- 41' -15tk 6'f
LTvR R
S1pG er *
u. I FR•GIrdtp 161
CONSULTANTS
5AKK1p
SIt70
Kry
i•,
f
y,' I L
GpKRlpOfe SI
1L
INI-,n% v^ WX1'' V
Sfi {<EN1bN
Sulgovl 6 •FeK
QuA1 RY T L.6
GevGts OI 5
d'OfOL`( 'to LA VI'veR
oµterr,N4 &pGp
overt WA'ff,R 11tooF•
I
1MetAV'wy o,c.
I 4 ! q o?NI;Rt
i
THY
Y *' I
Y*,' ,4 I
t. ,•
s' I TRJ1ue FAy LN6d ,•
1 a gJci yT IG GONG. I SLAG OF- NEW
KEY PLAN
AL NORTN ARROaa
All
wacrrD.
OrArr Or
crvcl D v
PRO TITLE
5AIZ Ku IZA-CA
DRAWING TITLE
r—I DEMISING PARTITION DETAIL DETAILS
V1 2"_I'_ O" 0 HOUR]
ODONIENIC F. VALENTE. JR.• la•
DO•rIMO
SP
NOTES
uN DC:F-
b'' Mr Tal S-tvay 1 5T c-t
O eT Iltt
Suloe wav, room . to TAL zK
5iau TV1'C A avC YP) /t
r*,,NilrD OR 0-MEltAGatIST. t'.6tl,NG
SEA Sr-ospUL.6
i
CD A6o/C K L1 G1.Cr-
y
O rG Yr. sty. -fo A" LA6,O4E .yEAvIV+G
LtRtl C.t.l. M6
yEFtVtNG 1 o K-tct16N
M . 0-fHE4Z s lvIti. o
r Za CN A. N F- rAk6 SYVWA
a
G6R/lMtG'Ttl.•d 4 68G
t
5 ii f.t b t;J/t6tSED
yET7tN4 i6E.D o`1EJt OVy"GYr.6D• oft 9re!
SthtsvtrE OotA• oY s
RAN t •H AMC F!AdJM liF V
1 51.A1, aZ"0 C.
QT. COV8P
68 lsclofCA S•TTiNG
ra+pY-I G
EK yt P+d tawe.
S b d K NEW
2 KITCHEN PARTITION DETAIL
n
O
LEGEND
CONSULTANTS
KEY PLAN
aAlNONTl
PROJECT TITLE I
sly Z KO 1Z-q-pA
DRAWING TITLE
DETA IL 5
GOOYENIC F. VALENTE. JR.. 19E
SP..
n
S.t,)e -to vooBR 1
0 V "OL.
eERAMter tt,E ovEie.4'P.
gyp. t oot,.Epc PANEG.S
Z?'1K LA"MET^- Ht t.ED AGCEf S
pA J6L A80VE VOOK
t
1
I
t (1 j rAcK rA5p-MN6P -10 VA)JEU-S
voO QR PANELS
WA.tL G6tl,tNG
Qv RY 1 t.fr Jt
Qv+1re'f't C6 FL -
oN LNG .66P
Pl oo Ft MG
f. tANG•
S b OIL
3 1PARTlTION DETAIL THRU WALK-IN
V 1 J 1 112"=1'-O"
0
r
z
nO s
ac z r =
r
o
p
Nz
i i Z t7
s m
s + s
NOTES-
Pvfwoob 1.1 VIN'(
Nt 1A1.JD s
LEGEND
O O O
ziVGLAFF, ''8r.'te'T1 L
t® jg•aNPFF. NO.. .[YlalOMa D.i[
1 s'-a"p.Ff
OCONSULTANTS
WYr 4`P. 6D. W1r w1,N1
Ut4 N t FAtE -t L.
KEY PLAN
i
w 1
SEAL MORTN ARROW
ena
S .,
DA.Ot.*.
D.AW. a•
w .
1c.!
MOP S114K
i00000 Q.-r. g
Q r. FtoeR
1 g
PROJECT TITLE
4 PARTITION DETAIL TNRU MOP SINK DRAWING TITLE
oDOY1!ENIC I. VALENTE. JR.. 160
D..I.I.D
5
9
01SO
014
r Ile
peL.Lo%J MGtAI,
A QOOR 8 FRAME TYPES
N
HI HEAD DETAILQ_) 3 ..=I.-o .._
4 111Ae*
l,YR `b.
VC, -ftLs k sw
0
1 5 RE4. eY
vooa 1'FG
w&,dmIv edge
JOG PA/MtEd
ME fAt. uxNEJ
a'sct.t:
4-rr. t5c
JI IJAMB
3-mr-
0
41.•f1 e
iftof t4c-f M. *,"jo
t,LoZAJ t4 C-
rnna
rfEAMC. IL &A•
rs,NISIL -DETAIL
n,TAfaY .r,Le #If,
so r-tINCseeA f'.
JA,tcr 1t'aoFwG
E--6YC. 4LAw
NOTES
LEGEND
CONSULTANTS
KE PLAN
SEAL I MORTM ARROM
PROJECT TITLE
DRAWING TITLE
DCTA iL S
bOOYEMIC /. VALENTI. JR.. If•
P
e
NOTES
YIc.E aev - "Mete 5Tw5 _
r
5n I ,
1
i./
z.'•tr 60.
rORlC1DOR
N N
r i 2y11 1 fa!I i'
6"
L
110
1AQR pooR
H2 HEAD DETAIL
3"=I'-0u*4 rl
C:q. BOOR S
6,w. I'
ME1
11_ S'tvb Sep
CJ
2 JAMB DETAIL 1 1
E b A • f tt Poo
OR 1
1
I
5'•.
GYi: bb. K
uc r
Ih,. C
a
6
G A. rltssi rn MS"4AI, 1
pooiL t ,. .
tom, 73"')
JAMB D TAIL 3..=
I.-.O.. la
Gk.Mr 7ti p!!
AFL S1A` N0:
stlllB k
Ex.4EAg7 52
SILL DETAIL 3..=
1. 0.. LEGEND
CONSULTANTS
KEY
PLAN D[
Al MOLll PROJECT
TITLE SAIZ
Kul:lpFA DRAWING
TITLE DClrAIL
5 oDOYENIC
It. VALENTE. JR.. ItE ql
SP H
C.. i co V W N A w N
133633
I
5 S_1.1'bP
LAG
W II/i 56 Tne-E CD
F RIME '
3/e TEPM. PL. 6ldYi 9
7Ei 'CLFAm GLAZINGn
G I,Jj t LAQ ....v,. .j o
c SpL1D 841RFAICfi
rjs, G1tA N N'EL ,,
yi a t
MAX.! yo
d.
ty,
1 T v_._ __
h
KA Qi 160 d C°F,n TAB Go14Ny. ..
04 -
v
L14M'r pko
TYZ'
caru.i orb M. x
YZ'(F f.) FLY- Mg-
rA(- aw. CAA--rE N AIIMOW U0 E I"
L,4106 SIC ke:,-fNtcK O.
o. u1ENT t
20
G A, MEVA4 STtsDS ! ;
I6 olt t
o
s E-rt N L 3ED N
N
12t C 12 TILE L.f r
r
t
t
MALL
ZAS'E a7T
E3 lSE Z -
rgAT RAIL, DETAIL, 4r-iL,L. 1SP
A -I 3'= Z
a
t CS T, FLOCR. z r
I -FRAY ?-AIL DETAIL IZ±
A- 1) LIENO
On
7t
z In T
I.-
w j
z
ll:: m yhe
v'
m_s i7DIm
a
r
n11,
O
a n
a f
0';-
mi
of
A Z m
y < r
m
ZO r
Z
A tltl>
C
o iz
r y 31_
m
z
m CO)
m1
M OA. 2 Z V.
V
to P ca N
APPLICATION FOR SITE DEVELOPMENT
CITY OF SANFORD, FLORIDA
DATE
To the Building Official:
PERMIT NOQ I
The undersigned hereby applies for a permit for the
following described work: i
OWNER N
ADDRESS a, '(- &J1
NATURE OF WORK Si/ISi-l I I (ym n j,iGi l I SIGH
LEGAL DESCRIPTION W/TAX I.D. # Iatyintt 16)"ou Can-
Ii-/9__.2 0 -5-Lw-01CO-0!o0
TOTAL LAND AREA
APPLICANT'S NAME
APPLICANT'S ADDRESS (/ j?J Mt-Y4 ak Bl VA S6tUrSG6fA—
APPLICANT'S PHONE NUMBER
VALUATION ISM ° FEE
B ldin fficial
I certify that the above infor-'
mation is true and correct and
that I will comply with all
applicable codes and ordinances
of the City of Sanford, FL
pplicant's Signature
State No. 96- 000 0q7
gulf coast signs
of sarasota, inc.
1713 Northgate Blvd. • Sarasota, Florida 34234 • (813) 355-8841 • FAX (813) 351-3154
August 11, 1995
City of Sanford
Building Department
300 North Park Avenue
Sanford, Florida 32771
Attention: Arlene
Dear Arlene,
Enclosed you will find an application for an interior
wall sign for Seminole Towne Center,Unit #VC-11, that's
Sarku Japan". I've included two drawings and two site
plans. Please give me a holler if I've left anything
out. I'm at 800-741-1916.
I will be going to the east coast next Wednesday,
August 16. If this permit is approved, may I please
pick it up that morning?
Thanks very much for your time!
Yours truly,
Robin Kindle
Permit Agent
enc.
r,oPas> l k
Z Lc V i l i iJ flf
Sc7r`crJa-
CEi,JERAJ t-,J0TE',-- 1.
THIS LEASE DRAWN.^, ILIJD,'t a.,0 rttSCELLA4EIJU> DErA;ic ARE CnMZ-JL_G FOR t,JN '-G; D WORK./TENANT WORK s,TFP.FACE. m.44ryr SFi'%LL BEC'&LICan.TE Q Ta KwE I FRCAlIFECT, STORE PLANNER, ENGIW-ER CR CLirrTRati.TOR CI 4DUCTAN rJN—SIB VERIr)CALT10N Cc ALLD'O 1ENSIONSsF, IDeLDCv7,1;alON$ pFi C R r0 NR(XEEDINr, 2.
SEE TFNANT N',=ORrlA110N Hdr;DSCOX AND Fxw.:w 0 "CIESCRIPTION OF LAW! _OR.D'S :JORK A:;I) TEP1aNl' ; ti',t;f?I(' p iNE LZASE Al_REt-) Au T FC'R ADDITIC-NAL Ir F: Rr.!411GN. d ;,
L -- 11FF
4WINY F74shiD low
AT1.>•a NJLI 9u.
P:LV r:
OJf
3AS
IR1 tVTlfgt DST. •
CO Lr:L1JJ5 - C:.
1•S INEms A`t5 C-Ci7N=
STIr, CCuj 'h RTLR I: M.
INV EJ E
FAl5CLA ET S:T Ei::19. UL F'JLo_ :
E,3Uc=.r.Nr F,A :
F-P.E '14VPE? F 0
r',OCp f1aJ lY r,_C.
LA14CL040 J C&vCP.r1 CUVfir; (t_p G.Ep.
0 C•L:S.' RSLFCt:CEj ': CG:B=TE 1 S1.
I*Y-t(W LETIL WIR L.
T Ja,S:+1 Hr. - H[
o-,-ff K•l'
HfAI W 1Ehi"rr,'N k XP. C•36CIr C+J*'- L.:. LEASELW; 44<. _ YAXI%
OUW 4W. ;•'YW,.
N 4TL H ..
C. :
ulT ti (lAVO_IX YS E'-- Nq (.1.4MJ:MP'^." CCA-TWCf C)- C•Y P-.1L H C[
Nrl Tr CPA. HL. •-
Pr'1iliE rLu,O P8. P4R
R_6. :
RIXC CR1N RE PE;
E9 RE,, PF%
ETESCE PF\ . : r,[.
r.FCR'ZQ yN TWY
TL- SIM
rr P.
rrPflL V L.
UXliO Qjar 1CAlii M! An. •,:
r.
Cn EYr nLSE ,.Rs.
I-
77
d 1
l i I I TIC -ITT nip I
PAWS
IA(•,
J I II
E
L
L pTRUE
TA
J Ch
J
L_
J
L
SDION SEM
INOLE
TOWNE
L;E:
NrER We"a Crawl.
Ind., arc MilK Miaa, r.n:.
1 LCO-1 1L,£
SHEET t tFCHTECILv1 EL
EWLILOH 5-
1 Sr
P.ITC TLPfd. P-t 1ELCw
FUR'. PLv8. A-1 1.
7.L FLIk FL4U. 4+lSJEiEG7.! TILE
IEt'r-! TILE.
Cs-1 V-TUL; Cf-2 Ll
ETKLS CF-1 pETA1>
cc-4 OET
P-S CC-5 IErbjLS
E-6 I:
ET.VLS CIE CfLVLS DE -
El C£
rALS Ci-10 CEF+
uLS Cf-=1 C--
T4 LS CE-LQ LW
TMLS WA L LEVEL
ry* 1 LTLE SHEET rc
IMONLOD1 EASE
DUTUNE
0:
W4NG
43
o
9
I IS
i z
col
ca
Z.Ni.r. itlLCt 7Z1 E
Tigi i
o
MM, NEB/ TLkr E
uoi3E
VG/VC / V G W rye /.v
i+'10U/7P.7 tic/ C'Lw/G
vi.¢lSrCs TL7 n/66T .QLL .G, G X'S
T of 5TOk"c4i
I}R of FhCR QE : 315rh
o osEp ,caJ
to of FA(A
F
NMI
MI
uul
uul
mn nu nmi
ununn n ni
MEN NMI
uu NMI
MOM NMI
uuuuuu Yuu uuuunu uuuu
C 6v,QnC.v y-y /-may
CITY OF SANFORD, FLORIDA
1
PERMIT NO- 57-.tqs DATE Z-
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S
ADDRESS O
MECHANICAL CONTR.L"1-L G-t_.r FL "
RESIDENTIAL___--_ --.---.----.- COMMERCIAL-
Subject to rules and regulafions of Sanford mechanical code.
NATURE OF WORK _ t/ n rd= 5 I/5 t4fjja
y
Number i AMOUNT j
FUEL
H.P. MOTOR
1
i_ B.T._U PUT_— _. —.OUTPUT__ I
VALUATION ----------- 1
APPLICATION FEE
NOTE: MINIMUM PERMIT FEE 11.50 TOTAL i
s or ec an a
COMPETENCY CARD NO
i CITY OF SANFORD
FIRE.DEPARTMENT
FEES FOR SERVICES
PHONt #: 407-322-4952
DATE: 7 s PERMIT
BUSINESS NAME:
ADDRESS:
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ 5 C
COMMENTS: jrs jcTi.,c.Q L/--ij —
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
Sanford Fire Prevention
I certify that the above
information is true and
correct -and that I will
comply with all applicable
codes and ordinances of the
City o Sanfo lorida.
p T is ts.,_S,ig ature
rowan-0P ATWIINUT
t
i
of 11110riley
t hUt 111 c leii t il ese lresr.ut a:
71hat Edward." L. Lewis, as President: of American Fire' & Safety, Inc., A Florida
Corporation,.•
ha s mace constituted and appointed, and by these presents do I make, constitute mud appoint
DANIEL BIANCHI
as my true and
lawful allontey for me and in my name, place and stead,
6l d w
For the purpose of going to any City and/or County in the State of Florida,
so he may contract and obligate American Fire & Safety's License and
receive a Permit to work in any City and/or County in the State of Florida.
giving and k' Wiling unto _ my f said attorney full power.
grid authority. to do and perform all mid every act and Thing whatsoever requisite and necessary to be
done in (bid dboul the uteruses at filly, to all intents mhd putposes, as might or could do
ifpersonally present, wit full power of substitution and revocation, hereby ratifying mud conftnning all
that my
said attorney, or
His- « subsfitute'shall lawfully do or cause to be done by virtue hereof.
11
W
i l li t Pl ye re-0 I: have hereunto set my hand
and seal on the. 19th day of JANUARY In the
year one tjhou3and nine hundred " arhd' 95 -
Scaled drtil delivered -in the presence of
n & FETY, INC.
by: S.)
Edward L. Le \
President of Am ican Fire & Safety, Inc
Q, Y P(/e OFFICIAL NOTARY SEAL
O !i ANNE E TROVILLO
t`
r
f.4 c . of FLORIDA * ' ;7* co a>gslss oN NUM3ER
R, Q CC 206185
r MY ComMISSION EXP.
t o9 fit. M.ARIO T OF FVO _ .MAR. 9' 1996
l04*4
1t 01U 11 , 71tat on the 19 th day of JANUARY
one
thousand nine'hundrled and 95 , before nte, Anne E. Trovillo
a No in and for the State of Florida
ditty commisslorted and swont, dwelling in the City of Ocala, County of Marion
liersonaliy cartte and appeared Edward G,". Lewis to me pertonotty
known, and lulowrl to me describedbethesautepersonasdescribed in and who executed the within power of
attorney, and He acknowledged the within power of attorney to be His . act and deed
fl i 601I119 P 0 J C CC Of 9 !.leave hereunto subscribed my name an(1,A gyred my seal of office the day,
and.ear tact above will l.
nY P& OFFICINAL i OT4RY SEAL
AMINE E'TROVILLO
0 COMMISSION NUMBER
k CC 206185
MY COMMISSION EXP. (L. S.)
OF FAO MAR. 9 1996 --
JUL ? ^ :34: _= -P_. aIRE;'oRL;-NDC P.3
w------------------------------------ -w-.'- -------r-------------Y------
PYROCHEX IQUIPMENT SCHEDULE
HOODS:
r-----------------------------------------------
r-+•---------r--------------------
Q cos ZzvMoaRt Z8 3 q a C v p
s N A a s v
s T R DRAWING M33RI }Ct o
H T T I L
Y Z C H NAME s
c
R u LOCATIONFL, o 2 Y p
n CATS: ( j5%g5 a
u. n D
R p p Y T P
L R ZSCRIPT:
ON OF PARTS Y Y L r ---
w-r w-r------------------ --------------------------.---w----------r--------------- I
PCL-165i1,65 GAL:4N CYLINDER Z
PCL-240 2,40 GhLUM CYL+DIRER 7- 3
PCL-330 3.50 GALLCN CYLINAER HB--
03X1 MOUNTING BRACKET (FIRE CABINET) Z
XE-15 x0ty"ING 3RACYM (WALL. }COUNT) Z i
i 48-P2 CONTROL HEAD XCUNTING BRACKET r--------------
PAC-
10 PNZUMATIC ACTUATOR CYL:%.Mtfi q
1 MCH-M Cr..rI:DER CONTROL NEAR i rp
1 XS-CPDT MICROSW::CX: DOUBLZ PCLE I r------
r------------- it
I NL-P jpv= NOZZLES TIP 722 1 l2
NL-0 DUCT NCZZLZS TIP 721 t
NL-02 DUCT NOZZLES TIP 765 1 i4
NL-03 DUCT NOZZLES TIP 769' 15
2. XL -A PLBNUX MOZZLES ICA
NLS-A A?PLZANCS NOZZLES ISWIV=L TIP 0 7238 1
1 NL-72 A730LiANC3 110221.83 - 1 z0
Z NZ.-?j25 APPLIANCZ NO 33 Z t7
NL-US JUPM.GHT 3RO:LSR 102ZL28 TIP 0 724 8
3 NLS—R IRAMIANT SRO=R NOZZLES (SWIVEL) TIP 7258 3 r----------
r----w------------------- r------r------•---- w-------- 1C
3 QU:= S=Se 3/8. STY to , 1/2- QTY 3 O 3 z8
3 TLX-26 FUSIN J LINX KIT 3 4.
2 FL-3.30 350h! FVS:3LZ LINKS Z 30
1 FL-500 500hP Pu82BL8 LINKS l r---------------
e-s-- r- 3L
lxzcmwl= OAS VALvz SIZEt 32:
IELZCTRIC GAS VALVE WITH RESET RELAY S:23: 33_
t I RPS-H I RSMOTS PUI.I. STATION t r-------------------
w----------------rw-------------- -r---------rN--w------ 34
15 HCP-130 CORNER PULLEY IS o 3':
A.M383 STZbL SLEEVE (IN nXT) Cl.-
O;;E PLAT*0 LLBOWS 90d®q CHROME
PLATMn ELBOWS 45deq C:
i..ROME PLATED TSBS S:
YGLE NOZZLE CHARSRC=LZR ASSEMBLY DOUBLE
9032LZ CHARBROILER A88EMBLY r---------------------------------
r----.---+w-ra+i -------- A
I
DRAWING NUMBER, SA 11ISFI-dat
Job #s
Job Nano SAKKIO JAPAN
Street, ,
City, State Zip, SANFORD. FL,
Drawn By, Ate.
System Size, PCL-240/240 Tank System - Total Systen FE 12.50
Contact Name, .
Contact Phone #i
Hood # 1 8' 0' Long x 54' Wide x 24" High -
Duct # 1 Size, 12' x 25'
Hood # 2 6' 0' Long x 45' Wide x 24' High
Duct # I Size, ID' x 10'
FIELD PIPE DROPS AS SHOWN
SLEEVING, ELBOWS, ra:S, AND NOZZLES SUPPLIED BY CAS
RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING,
SALAMANDERS, ETC.
MAXIMUM 9 ELBOWS IN SUPPLY LINE.
MINIMUM 72 INCHES F AGENT LINE FROM TANK TO FIRST NOZZLE.
IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE.
FACTORY PIPING EXTENDS A MAXIMUM OF G' ABOVE THE TOP Of I"NE HOOD,
APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE
SIZE, NOT THE OVERALL APPLIANCE SIZE.
THIS FIRE SYSTEM COMPLIES WITH U,L. 300 REQUIREMENTS
FACTORY PIPING
LEGEND - PYROCHEY SYSISW
1 PCL-165/1.65 GALLON CYLINDER
2 PCL-240/2.40 GALLON CYLINDER
3 PCL-350/3,50 GALLON CYLINDER
5/G ME-OEMI/FIB-15 TANK MOUNTING BRACKET
7 MB-P2 CONTROL HEAD MOUNTING BRACKET
B PAC-10/PNEUMATIC ACTUATOR CYLINDER
9 MCH-M/MECHANICAL CYLINDER CONTROL HEAD
10 MS-DPDT/MICROSWITCHs DOUBLE POLE
NL-P NOZZLE ASSEMBLY (TIP #722)
NL-1)2 DUCT NUZZLE (TIP #769)
NI_-D3 DUCT NOZZLE (TIP 9765)
NL-A NOZZLE ASSEMBLY (TIP #723)
Ni_S-A "JjZZLE ASSEMBLY (TIP #i753)
NL-UB NOZZLE ASSEMBLY (TIP #724)
NLS-R NOZZLE ASSEMBLY (TIP 41754)
NL-F2 NOZZLE ASSEMBLY (TIP #771)
NF-F1,25 NOZZLE ASSEMBLY (TIP #770)
NL-R NOZZLE ASSEMBLY (TIP #725)
28 FLK/FUSIBLE LINK KIT
29 360 DEGREE FUSIBLE LINK
30 500 DEGREE FUSIBLE LINK
MGV MECHANICAL GAS VALVE
EGV ELECTRICAL GAS VALVE
33 RPS-M/REMOTE PULL STATION
m
A
01
3
l
D
H
m
i
D
H
70
M
0
r
D
z
0
0
n
A
FIELD PIPING
1
1 1
1 1
1 1
1
11
1111
1
11
111
t
1
11
11
240 WL iiwc q xao cw<. taut
1 1
1 1
1 1
1 1
A 1
1
1
0 1
11
c
I
r---
1 I Tf9
I
I
1
1 —
I
NBJH«
lE5' 1 MIMICAL
GN VALVE
AV
i
JUL 11 '95 04:17PM CAPTIVE—HIRE/ORLANDO =
8 REFLECTED CEILING PLAN
7• A
i A.r16 L i
rML I / 77- 1
7 a T E
It I `t JP.A'rVN B' I
w,
t fi
I mA.eas
i t v j L:—,:1^
SARI
FOOD
SPACI
SEMIN
SANF
PLA
T. A N Da»- ..
r:,' . A. "• ..,. fit' -
If 5;
7 :7;
P
w
COS
i11 CERIFIV ®EZ:F II SUI PiI DATEfMM/DD/YY1 RTCS
03/16/95 PRODUCERERTIFICATEISISSUEDASAMATTEROFINFORMATIONSignature
Insurance Group ND
CONFERS NO RIGHTS UPON THE CERTIFICATE R.
THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 7ALTER47SW17thStreetTHECOVERAGEAFFORDEDBYTHEPOLICIESBELOW. Ocala
FL 34474-5198 COMPANIES AFFORDING COVERAGE Robert
J. Gonzales COMPANY 904-
732-5010 A Transcontinental INSURED
COMPANY
B
Employers Self Insurers Fund American
Fire & Safety Supply COMPANY
Company, Inc. ATTN:
Ed Lewis C P.
O. Boa 1747 Ocala
FL 34478-1747 COMPANY
p
COVERAGES _....... _..
THIS
IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS
AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L
TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (
MM/DD/YY) POLICY
EXPIRATION DATE (
MM/DD/YY) LIMITS
GENERAL
LIABILITY j GENERAL AGGREGATE 500000 1PRODUCTS-
COMP/OPAGG 500000 AXCOMMERCIALGENERALLIABILITY12078805303/20/95 03/20/96 CLAIMS
MADE ExOCCUR PERSONAL &ADV INJURY 500000 I
EACH OCCURRENCE 500000 OWNER'S &CONTRACTOR'S PROT FIRE
DAMAGE (Any one fire) 50000 MED
EXP (Any one person) 5000 AUTOMOBILE
LIABILITY COMBINED
SINGLE LIMIT 300000 AANYAUTO12078806703/20/95 03/20/96 BODILY
INJURY ALL
OWNED AUTOS X
SCHEDULED AUTOS Per person) X
HIRED AUTOS BODILY
INJURY X
NON -OWNED AUTOS Per accident) PROPERTY
DAMAGE 1 ! GARAGE
LIABILITY ANY
AUTO AUTO
ONLY - EA ACCIDENT OTHER
THAN AUTO ONLY: EACH
ACCIDENT AGGREGATE
EXCESS
LIABILITY UMBRELLA
FORM OTHER
THAN UMBRELLA FORM EACH
OCCURRENCE AGGREGATE
g
B
WORKERS COMPENSATION AND EMPLOYERS'
UABILITY THE
PROPRIETOR/ INCL PARTNERS/
EXECUTIVE OFFICERS
ARE: EXCL 0830
07643-0000 04/01/94 04/01/95 STATUTORY
LIMITS EACH
ACCIDENT 100, 000 DISEASE -
POLICY LIMIT 0500,000 DISEASE -
EACH EMPLOYEE 10 0 , 0 0 0 OTHER
DESCRIPTION
OF OPERATIONS/LOCATIONS/VMCLES/SPECIAL ITEMS Fire
Equipment Dealer(Sales, Installation, Service & Repair) SANFO
02 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10
DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. City
of Sanford 300
N. Park Avenue BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Sanford
FL 32772 OF ANY KIND UPON THE COMPANY- AGENTS OR ESENTAT(VES. AUTHORIZED
REPRESENTATIVE Robert
J. Gonzal`,
STATE OF FLORIDA
OFFICE OF TREASURER
DEPARTMENT OF INSURANCE
TALLAHASSEE, FLORIDA
FIRE EQUIPTMENT DEALER LICENSE
HIS CERTIFIES THAT: AMERICAN FIRE AND SAFETY SUPPLY COMPANY
4565 NE 36TH AVENUE
OCALA , FL 34479
iUALIFIER: LEWIS,EDWARD
F M r946
IAS COMPLIED '.PITH SECTION 633.061, FLORIDA STATUTES, AND HAS QUALIFIED FOR THE
YPE AND CLASS SHOWN HEREON:
O SERVICE, REPAIR, INSTALL OR INSPECT ALL TYPES OF PRE-ENGINEERED FIRE
XTINGULSHING SYSTE:14S.
Oil 95I 071 041 141 064615000285 15624640016 125.00
ISSUE DATE TYPE CLASS COUNTY LICENSE OR PERMIT NUMBER APPUCATIONr TAXES & FEES
STATE OF FLORIDA
OFFICE OF TREASURER
DEPARTMENT OF INSURANCE
TALLAHASSEE, FLORIDA
FIRE EXTINGUISHER PERMIT
HIS CERTIFIES THAT: EDWARD LAMAR LEWIS
AA*4, Alhlt4-.-
121 31 95
TREASURER
INSURANCE COMMISSIONER
EXPIRATION FIRE MARSHALDATE
FMO1 976
Y
IAS COMPLIED wrTH SECTION 633.061, FLORIDA STATUTES, AND HAS QUALIFIED FOP THEYPEANDCLASSSHOWNHEREON:
EMPLOYER: AMMERICAN FIRE AND SAFETY SUPPLY COMPANY LICENSE NO. 0646150002854565NE36THAVENUE
OCALA, FL 34479
IERVICING, RECHARGING, REPAIRING, INSTALLING OR INSPECTING ALL TYPES OF PRE— fNGINEERED FIRE EXTINGUISHING SYSTEMS.
01 1, 951 091 041 1
SSUE DATE I TYPE ICLASSICOUi
1)6461 5-3 J 0 5 8 5 56246400121 65.00I INSURANCE COMMISSIONER
12 3.1 95 TREASURER
LICENSE OR. PERMIT NUMBER APPLICATION _ r"Ey g FEES I C CODE Y EXDATE ON FIRE MARSHAL
Pyro Chem, Inc.
PCL-240/350/550 RESTAURANT
KITCHEN FIRE SUPPRESSION SYSTEM
I :to] ME 10 1 1 usfiki 0 kyj NO z vyo
COMPONENTS
DESIGN
INSTALLATION
MAINTENANCE
i TABLE OF CONTENTS
I
Peas Subject '
General Information
1-1 General Information
Components
2-1 Cylinders & Valves
Valve Rebuilding Equipment
VT-1 Wet Valve Tool.
2-2 Cylinder Bracketing
Extinguishing Agent
MCH Control Head
ECH Control Head
2-3 M8-P2 Mounting Bracket
PAC-10
PAC-200
2-4 Detection Equipment
FLK-1
FLK-1 A
FLH-1
2-5 Fusible Links
Thermal Detectors
RPS-M Remote Pull Station
GVSO Shut Off Valves
2-8 EGVSO Gas Shut Off Valves
MCP-1 Corner Pulleys
CP-1 Corner Pulleys
2-7 Tee Pulley
MS -SPOT Micro Switch
MS-DPOT Micro Switch
SM-120/24 Solenoid Monitor
2-8 Pipe and Fittings
Straight Nozzles
Swivel Nozzles
2-9. Components List 1
Revision Date
1 11/1/94
1 11/1/94
1 11/1/94
1 11/1/94
1 11/1/94
1 11/1/94
1 11/1/94
f 11/1/94
1 11/1/94
Pace
11/1/94
11/1/94
11/1/94
11/1/94
11/1/94
11/1/94
Design
3-1 Duct Protection 1
NL-P
NL-02
NL-03
3-2 Plenum Protection 1
3-3 Appliance Protection 1
Range Coverage
3-4 Griddle Coverage 1
Deep Fat Fryer Coverage
3-5 Radiant Charb oiler Coverage 1
Synthetic Rock Charbroder Coverage
Natural Class 'A' Charbroder Coverage
3-8 Upright Broiler Coverage 1
Chain Broiler Coverage
Open Top Chain Broiler Coverage,
11/1/94
11/1/94
11/1/94
11/1/94
11/1/94
3-7 Open Top Chain Broiler Coverage 1 11 /1 /9
Wok Coverage;: .
3-8 Cylinder Sizing, #- 1 11/1/94
Main Supply Line Piping
3-9 Branch Line Piping. 2 2/1 /95
Understanding Equivalent Piping
PCL-240 Main Supply Limits
LimPCL-350 Main Supply its
PCL-550 Main Supply Limits
3-10 Branch Piping Limitations 2 2/1 /95
One Nozzle Duct Branch
Two Nozzle Duct Branch
One Nozzle Plenum Branch
One Nozzle Appliance Branch
Two Nozzle Appliance Branch
3-11 Three Nozzle Appliance Branch 1 11/1/94
Subject Revision Data
3-1 1 Four Nozzle Range Branch 1
ULEX 3830
REVISED 2/1l95
Part Number 315-420904
v Chapter 1—General
Page 1-1
Rev.1
CHAPTER
General Information
The Pyro Chem, Inc. Restaurant Fire Suppression System is of the pre-
engineered type as defined by NFPA-17A Standard for Wet Chemical
Extinguishing Systems and is designed to provide fire protection for
restaurant cooking appliances, hoods, and ducts. Installation and
maintenance of the system must conform to the limitations detailed in this
manual and be performed by an Authorized Pyro Chem, Inc. dealer.
The Pyro Chem, Inc. System utilizes a wet chemical agent specifically
designed to suppress restaurant cooking area fires. The system provides
automatic actuation and can be manually actuated through a remote
mechanical pull station. Upon actuation, the system discharges a pre-
determined amount of agent to the duct, plenum, and cooking appliances.
The agent acts to suppress fires in three ways:
1.The chemical chain reaction causing combustion is interrupted by both
the agent itself and the resulting steam formation.
2. The agent cools the fire bringing it below auto -ignition temperature.
3. The agent reacts with hot grease forming a soap -like layer
saponification) that helps prevent the escape of combustible vapors, thus
preventing re -ignition.
The shutdown of fuel and power to all appliances under protected
ventilation equipment is required upon system actuation. The shutdown
of make-up or supply air is recommended upon system actuation but is
not required. Exhaust fan(s) in the ventilation system should remain on.
during system discharge as -they assist the dispersion of chemical through
the ventilating system. The system is UL Listed with or without exhaust
fan shutdown.
TEMPERATURE LIMITATIONS
The operating temperature range of the Pyro Chem, Inc. System is 32° F.
00 C.) minimum to 120° F. (49° C.) maximum.
UL LISTING
The Pyro Chem, Inc. Restaurant Fire Suppression System has been tested
to the UL Standard for Fire Extinguishing Systems For Protection of
Restaurant Cooking Areas. UL300 and Listed by Underwriters
Laboratories, Inc.
ULEX 383(
November 1, 199.
Chapter 3—System Design
Page 3-1
Rev.1
CHAPTER III
System Design
This section will cover the proper design of the Pyro Chem Res-
taurant Fire Suppression System. It is divided into four (4) sections:
1. Nozzle Coverage and Placement.
2. Cylinder Sizing.
3. Piping Limitations.
4. Detector Requirements.
Each of these sections must be completed before
attempting any installation.
SECTION 1
Nozzle Coverage and Placement
This section will provide guidelines for determining nozzle
type, positioning, and quantity for duct, plenum, and
appliance protection.
A. Duct Protection
The following three (3) nozzles have been developed for
the protection of exhaust ducts:
1. Model NL-PP,
2. Model NL-D2.
3. Model NL-D3.
Each nozzle is approved for use with the exhaust fan dampered,
undampered with the fan on, or undampered with the fan off. It
is not required that the fan be shut down or the exhaust duct be
dampered for the system to operate property. Each nozzle is
approved to protect exhaust ducts of unlimited length.
1. Model NL-P.
The Model NL-P nozzle is a one (1) flow point nozzle
designed for the protection of exhaust ducts. One (1) or
two (2) Model NL-P nozzles can be used.on a single duct
branch.
A single Model NL-P exhaust duct nozzle can protect a square
or rectangular duct with a maximum perimeter of 50 inches
and a maximum one -side length of 17 inches. It can also
protect a round duct with a maximum circumference of 50
inches and a maximum diameter of 16 inches (see Figure 3-1).
The nozzle must be installed on the centerline of the duct and
aimed directly into the duct opening (see Figure 3-2).
Two (2) Model NL-P exhaust duct nozzles can protect a
square or rectangular duct with a maximum perimeter of
84 inches and a maximum one -side length of 34 inches.
They can also protect a round duct with a maximum
circumference of 84 inches and a maximum diameter of
26.5 inches. When two (2) Model NL-P nozzles are used to
protect a single duct, the cross sectional area of the duct
must be divided into two equal symmetrical areas. The
nozzle must then be installed on the center line of the area
it protects and aimed directly into the duct opening (see
Figure 3-2.1).
2. Model NL-D2.
The Model NL-D2 nozzle is a two (2) flow point nozzle
designed for the protection of exhaust ducts. Only one (1)
Model NL-D2 nozzle can be used on a single duct branch.
A single Model NL-D2 exhaust duct nozzle can protect a
square or rectangular duct with a maximum perimeter of
75.5 inches and a maximum one -side length of 25 inches.
It can also protect a round duct with a maximum circum-
ference of 75.5 inches and a maximum diameter of 24
inches (see Figure 3-1). The nozzle must be installed on
the centerline of the duct and aimed directly into the duct
opening (see Figure 3-2).
Wig •-rujUjallix]
The Model NL-D3 nozzle is a three (3) flow point nozzle
designed for the protection of exhaust ducts. One (1) or two
2) Model NL-D3 nozzles can be used on a single duct branch.
A single Model NL-D3 exhaust duct nozzle can protect a
square or rectangular duct with a maximum perimeter of
100 inches and a maximum one -side length of 33 inches.
It can also protect a round duct wit*h a maximum circum-
ference of 100 inches and a maximum diameter of 31.75
inches (see Figure 3-1)
The nozzle must be installed on the centerline of the duct
and aimed directly into the duct opening (see Figure 3-2).
Two (2) Model NL-D3 exhaust duct nozzles can protect a
square or rectangular duct with a maximum perimeter of 150
inches and•a maximum one -side length of 66 inches. They
can also protect a round duct with a maximum circumference
of 150 inches and a maximum diameter of 47.5 inches. When
two (2) Model NL-D3 nozzles are used to protect a single duct,
the cross sectional area of the duct must be divided into two
equal symmetrical areas. The, nozzle must then be installed
on the centerline of the area it protects and aimed directly
into the duct opening (see Figure 3-2.1).
rayr NL-02
24, WAX
NL-03
WS' MAXt- - _ M• MAX
a + 2W . 5V MAX 2L + 2w . 1S.S' MAX 2L + 2W . 100' MAX
L (f2' WXI-+ L 12r AM10J L 123' W10 --{
1 ¢r MAX L-- wr MAX 4} xs MAX
i
r MAX -I r MAX -1 I-2s MAX
Figure 3-1. Duct Nozzle Coverage Limitations.
ULEX 383
November 1, 199
Chapter 3—System Design
Page 3-2
Rev.1
Duct Nozzle. Coverage Chart50. MAX
75.5• MAX
00• MAX
MAXIMUM MAXIMUM
NOZZLE SIDE PERIMETER FLOW POINTS
l
1
NL-P 17" 50"
2 x NL-P 34" 84"
NL-D2 25" 75"
NL-D3 33 100, 3
2 x NL-D3 66" 150" 6
I
W/2
L
v2 ^i
Figure 3-2. Single Nozzle Placement In Duct.
ee• Aux
r u.s
Figure 3-2.1. Dual Nozzle Placement In Duct.
NOTE: A SINGLE DUCT BRANCH CAN ONLY SUPPORT:-
1) A Single NL-P
2) A Single NIrD2
3) A Single NL-D3
4) Two NL-P's
5) Two NL D3's
B. Plenum Protection
The Model NL-A nozzle is a one (1) flow point nozzle that
has been developed to protect the plenum section of the
exhaust hood. Only one (1) Model NL-A nozzle can be
used on a single plenum branch. A single Model NL-A can
protect a plenum (with single or V-Bank filters) with
rectangular dimensions of 8' x 4' or less. Larger plenums
can be protected by dividing the hazard area so that each
nozzle protects an area of 8' x 4' or less (see Figure 3-3).
The nozzle(s) must be located at the center of the V-Bank
width or centered between the filter width when used with
a single bank filter plenum. It must be within 4" of the wall
it is mounted against (see Figure 3-4), or within 4" of the
edge of the protected zone.
Figure 3-3. Plenum Coverage Limitations, Model NL-A Nozzle.
ULEX 3830
November 1, 1994
Chapter 3—System Desig
Page 3
Rev
Ir
0--4-
Figure 3-4. Model NL-A Plenum Nozzle Placement.
C. Appliance Protection
1. Range Coverage.
The Model NL-F1.25 is a 1.25 flow point nozzle that is used for
range top protection. The maximum range top area that can be
protected by a single NL-F1.25 nozzle is 12" x 30". See Figure 3-5.
a. Nozzle Location.
Side To Side Nozzle Location:
The nozzle must be located- on the longest centerline of
the protected zone.
Front To Back Nozzle Location:
The nozzle must be located not more than 9" from the
center of the protected zone.
Figure 3-5. Model NL-F1.25 Range Nozzle Placement.
77
Figure 3-8. Model NL-F1.25 Range Nozzle Aiming.
NOTE
Nozzle shall
be located
anywhere in
the shaded
rea and
imed at
le center
F the
rotected
m e.
ULEX X
November 1, 19!
r Chapter 3—System Design
Page 3-4
Rev.1
Nozzle Height:
The nozzle must be mounted 40" to 50" above the cooking
surface.
b. Nozzle Aiming.
The tip of the Model NL-F1.25 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned
so that these flat areas are parallel to the longest side of
the protected zone. See Figure 3-6.
2. Griddle Coverage.
The Model NL-R nozzle is a one (1) flow point nozzle that
is used for griddle protection. The maximum griddle area
that can be protected by a single NL-R nozzle is 30" x 30".
The nozzle must be located over the griddle cooking
surface, no more than six (6) inches from the edge of the
protected zone. The nozzle must be aimed at the center of
the protected zone. The nozzle must be mounted 24" to
50" above the cooking surface. See Figure 3-7.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
Figure 3-7. Model NLA. Nozzle Placement, Griddle.
3. Deep Fat Fryer Coverage.
The Model NL-F2 nozzle is a two (2) flow point nozzle that
is used for the protection of a single vat of a deep fat
fryer. The maximum area that can be protected by a single
NL-F2 nozzle is:
1. Cooking Area: 14.75" x 14.00"
2. Integral Drip Board: 14.75" x 7.5"
The nozzle must be located over the cooking surface and
aimed at the center of the protected zone. The nozzle must
be mounted 30" to 50" above the top surface of the deep
fat fryer (see Figure 3-8).
The tip of the Model NL-F2 nozzle has.two flat areas
designed to assist aiming. The nozzle must be positioned
so that these flat areas are parallel to the longest side of
the protected zone. See Figure 3-8.1.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone. 11
ING
iA
Figure 3-8. Model NL-F2 Nozzle Placement, Deep Fat Fryer.
Figure 3-8.1. Model NL-F2 Nozzle Aiming.
0
ULEX 3830
November 1, 1994
Chapter 3 - System Design
Page 3-4a
Rev.1
3.1. Deep Fat Fryer Coverage.
The Model NL-F2 nozzle is a two (2) flow point nozzle that is
used for the protection of a single vat of a deep fat fryer. The
maximum area that can be protected by a single NL-F2
nozzle is:
1. Cooking Area: 18" x 18"
2. Integral Drip Board: 18" x 9.75"
The nozzle must be located within 11.875" of the center of the
longest side, and within 7" of the center of the shortest side of
the cooking surface and aimed at the center of the protected
zone. The nozzle must be mounted 30" to 42" above the top
surface of the deep fat fryer (see Figure 3-8.2).
The tip of the Model NL-F2 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned so
that these flat areas are parallel to the longest side of the
protected zone. See Figure 3-8.1.
NOTE
Nozzle shall be located anywhere in the shaded area and
aimed at the center of the protected zone.
Figure 3-8.1 Model NL-F2 Nozzle Placement, Deep Fat Fryer.
NOTE
For installations that require the use of the Model NL-F2
nozzle to protect a deep fat fryer in accordance with Deep'
Fat Fryer Coverage shown here (See Figure 3-8.2), the
following additional restrictions apply to the main supply
line piping:
1. Minimum length, linear: 8 feet
2. Miminum lentgh, equivalent: 14.1 feet
3. Minimum system flow points: 4
4. Minimum branches (total): 3
ULF-X 382'
Aprd 1, 195
Chapter 3—System Design
Page 3-5
Rev.1
4. Radiant Charbroiler Coverage.
NOTE
A radiant charbroiler is distinguished by the use of
gas or electrically heated metal strips (radiants) that
are used for cooking.
The Model NL-R nozzle is a one (1) flow point nozzle that
is used to protect either gas or electrically fueled radiant
charbroilers. The maximum area that can be protected by
a single NL-R nozzle is 25" x 25".
The nozzle must be located over the cooking surface and
aimed at the center of the protected zone. The nozzle must
be mounted 24" to 50" above the cooking surface. See
Figure 3-9.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
Figure 3-9. Model NL-R Nozzle Placement, Radiant Charbroiler.
5. Synthetic Rock Charbroiler Coverage.
NOTE
A synthetic rock charbroiler is distinguished by the
use of lava, pumice, or synthetic rocks that are used
for cooking.
The Model NL-F2 nozzle is a two (2) flow point nozzle that
is used for the protection of either gas or electrically
fueled synthetic rock charbroilers. The maximum fuel
depth shall not exceed two (2) layers of lava, pumice, or
synthetic rocks. The maximum area that can be protected
by a single NL-F2 nozzle is 25" x 25".
The nozzle must be located over the cooking surface and
aimed at the center of the protected zone. The nozzle must
be mounted 30" to 50" above the cooking surface (see
Figure 3-10).
The tip of the Model NL-F2 nozzle has two flat areas
designed to assist aiming. The nozzle must be positioned
so that these flat areas are parallel to the longest side of
the protected zone. See Figure 3-8.1.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
o-
Figure 3-10. Model NL-F2 Nozzle Placement, Synthetic Rock
Charbroiler.
6. Natural Class "A" Charbroiler Coverage.
NOTE
A Class "A' charbroiler is distinguished by the use of
charcoal, mesquite chips, chunks, and/or logs that
are used for cooking.
The Model NL-A nozzle is used for the protection of Class
A" charbroilers with a maximum fuel depth of six (6)
inches. The maximum area that can be protected by a
single NL-A nozzle is 20" x 24".
The nozzle must be located over the cooking surface and
aimed at the center of the protected zone. The nozzle must
11LEX 383C
November 1, 1994
Chapter 3—System Design
Page 3-6
Rev.1
be mounted 15" to 35' above the cooking surface. See
Figure 3-11.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
s-
Figure 3-11. Model NIL -A Nozzle Placement, Class "A'
Charbroiler.
7. Upright Broiler Coverage.
The Model NL-UB nozzle is a one-half (W flow point
nozzle that is used for upright broiler protection. Two (2)
Model NL-UB nozzles are commonly used for this
application. The purpose of using two nozzles is to
distribute the chemical evenly between the cooking
surface (on top) and the drip pan (below). For upright
broilers that have no drip pan, a single Model NIL-UB
nozzle can be used. The maximum area that can be
protected by a pair of NIL-UB nozzles (or a single NIL-UB
nozzle when no drip pan is present) is 30" x 34".
One nozzle must be positioned in the front entrance of the
broiling chamber and aimed at the diagonal corner. The
nozzle will be positioned above the cooking surface. If
necessary, the second nozzle must be installed above the
front edge of the grease drip pan and aimed at its
midpoint. See Figure 3-12.
Figure 3-12. Model NL-UB Nozzle Placement, Upright Broiler.
8. Chain Broiler Coverage. ,
Two types of chain broilers are commonly used; open and
closed top. Each is protected in a different manner.
a. Closed Top Chain Broiler Coverage.
The Model NL-UB nozzle is a one-half (1/0 flow point
nozzle that is used for closed top chain broiler protection.
Two (2) Model NL-UB nozzles are commonly used for this
application. The purpose of using two nozzles is to
distribute the chemical evenly between the cooking
surface (on top) and the drip pan (below). For closed top
chain broilers that have no drip pan, a single Model NL-
UB nozzle can be used. The maximum area that can be
protected by a pair of NL-UB nozzles (or a single NL-UB
nozzle when no drip pan is present) is 30" x 34".
One nozzle must be positioned in the front entrance of the
broiling chamber and aimed at the diagonal corner. The
nozzle will be positioned above the cooking surface. The
second nozzle (if necessary) must be installed above the
front edge of the grease drip pan and aimed at its
midpoint. See Figure 3-13.
A
ULEX 3830
November 1, 1994
Chapter 3—System Desigr
Page 3=
Rev.
9. Wok Coverage.
I
30"
34"
Figure 3-13. Model NL-UB Nozzle Placement, Closed Top Chain Broiler.
b. Open Top Chain Broiler Coverage.
The Model NL-A nozzle is a one (1) flow point nozzle that is
used for open top chain broiler protection. The maximum
area that can be protected by an NL-A nozzles is 32' x 34".
The nozzle must be located over the opening and aimed at
the center of the protected zone. The nozzle must be mounted
10" to 22" above the cooking surface. See Figure 3-14.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
Figure 3-14. Model NL-A Nozzle Placement, Open Top Chain Broiler.
The Model NL-R nozzle is a one (1) flow point nozzle that
is used for wok protection. A single NL-R nozzle can cover
a single wok of 14" to 24" in diameter.
The nozzle must be mounted 40' to 50" above the cooking
surface at a radius of 12" from the center of the wok,
regardless of wok diameter. The nozzle must be aimed at
the center of the protected zone. See Figure 3-14.1.
NOTE
Nozzle shall be located anywhere in the shaded area
and aimed at the center of the protected zone.
24" Dia.
Figure 3-14.1. Model NL-R Nozzle Placement, Wok.
ULEX 38
November 1, 19
Chapter 3—System Design
Page 3-8
Rev.1
SECTION 2
Cylinder Sizing
After determining the number and type of nozzles required
to protect the duct, plenum, and cooking appliances, the
total number of system flow points can be determined.
The sum of all required nozzles' flow points is used to
determine the size and quantity of cylinders required.
MAXIMUM CYLINDER FLOW POINTS
Flow Points Cylinder
8 PCL-240
13 PCL-350
20 PCL-550
For systems requiring more than twenty (20) flow points,
any combination of cylinders can be used provided the
total flow point requirements are met.
EXAMPLE
If a system requires twenty-six (26) flow points, the
following combinations of cylinders can be used:
1. 1 x PCL-550 and 1 x PCL-240 (28 FP total)
2. 2 x PCL-350 (26 FP total)
NOTE:
Cylinders cannot be manifolded together. Each
cylinder must be piped separately.
SECTION 3
Piping Limitations
Pyro Chem Restaurant Fire Suppression System piping
limitations are divided into two categories; Main Supply
Line Piping Limitations and Branch Line Piping
Limitations.
1. Main Supply Line Piping.
The main supply line is a run of pipe from the cylinder to
the hazard area. In general, it is a straight run of pipe that
runs through tees. Branch piping is connected to the side
outlet of these tees.
The main supply line of the Pyro Chem Restaurant Fire
Suppression System utilizes either straight line or split
piping to simplify system installation.
Straight line piping is distinguished by the fact that the
main supply line is a straight run of pipe that flows
through tees. When straight line piping is used, the main
supply line cannot run into the branch of a tee.
Split piping is distinguished by the fact that the main
supply line runs into the branch of the first tee, splitting
the main supply line in two. The main supply line can only
be split once (as described above). When split piping is
used, no branch piping can be connected to the main
supply line before it is split. In split piping systems, the
entire main supply line, including both sides of the split,
cannot exceed the piping limitations outlined in this
chapter. In addition, the equivalent lengths of the main
MAIN SUPPLY LINE PIPE
TOTAL LINEAR FEET = 4.0'
TOTAL FITTING EQUIVALENT = 14.2'
TOTAL EQUIVALENT FEET = 18.2'
Figure 3=15. Example of Equivalent Piping.
ARTS
air
ETIM
A
ULEX 3830
November 1, 1994
Chapter 3-System Desig
Page 3-
Rev.
supply line must be balanced to within +/-10% on either
side of the splitting tee. The difference in flow points on
each side of the splitting tee cannot exceed one flow
point.
2. Branch Line Piping.
Branch piping is used to connect the discharge nozzles to
the main supply line. This piping is connected to the side
outlet of main supply line tees. The last branch is
connected to an elbow at the end of the main supply line.
There are seven (7) types of branch piping:
1. One (1) Nozzle Duct Branch.
2. Two (2) Nozzle Duct Branch.
3. One (1) Nozzle Plenum Branch.
4. One (1) Nozzle Appliance Branch.
5. Two (2) Nozzle Appliance Branch.
6. Three (3) Nozzle Appliance Branch.
7. Four (4) Nozzle Range Branch.
UNDERSTANDING EQUIVALENT
PIPING
Piping limitations in this chapter are given in both linear
and equivalent lengths.
Linear piping is the actual length of straight pipe used on
either the main supply line or a branch.
Equivalent piping is equal to the total linear pipe used on
either the main supply line or a branch plus the equivalent
length of any fittings used on either the main supply line
or a branch. See Figure 3-15.
Equivalent Piping = (Linear Piping) +
Total Equivalent Length of Fittings Used)
All pipe fittings develop a pressure loss which can be
equated to the loss through a specific length of straight
pipe. This loss is the equivalent length of the fitting. See
Table 3-1.
TEE TEE L#WN
dr so• FLOW we OR
PPE Sty ELBOW ELBOW THROUGH OUTLET COUPLIPM
3/8' 0.6 t] OA 27 0.3
Vr 0.8 1.7 to 4 0.4
Table 3-1. Pipe Fitting Equivalent Lengths In Feet
An example of the total equivalent piping calculation for a
typical branch is illustrated by Figure 3-15.
NOTE
The only acceptable types of piping which can be
used with the Pyro Chem System are black pipe,
stainless steel, or chrome plated pipe. Galvanized
pipe cannot be used.
MAIN SUPPLY LINE PIPING
LIMITATIONS
1. Model PCL-240.
Main supply line piping limitations for the PCL-240 are given
by Table 3-2. The maximum length of main supply line
between the first and last branch tee is 16 feet. Examples of
acceptable piping configurations are shown in Figure 3-16.
MAX MAX LENG.- Iw. LENGTHS MAX
PIPE FLOW FEET FEET VERTICAL
SECTION DIA. PgVTS LINEAR I EOIAV. LPEAR EOUN. FM
Mrn S'"Iy J/r S 2t 36 3 7 S'
Liw
Table 3-2. Model PCL-240. Main Supply Line Piping Limitations.
NOTE
For installations that require the use of the Model NL-
F1.25 nozzle, the following additional restrictions
apply:
1. Minimum length, linear: 5.5 feet
2. Minimum length, equivalent: 12 feet
3. Minimum system flow points: 3
4. Minimum branches (total): 3
2. Model PCL-350.
Main supply line piping limitations for the PCL-350 are given
by Table 3-3. The maximum length of main supply line
between the first and last branch tee is 30 feet. Examples of
acceptable piping configurations are shown in Figure 3-17.
MAX MAX LENGTHS MIN LENGTHS MAX
Ps4 i FLOW FEET FEET VERTICAL
SECTION DIA. POINTS LINEAREOLAV ARLIEEOM. REiE 3/
6' Mr,
SWj tJ 3s I 6J 3 7 S' U. Vr
Table 3-
3. Model PCL-350. Main Supply Line Piping Limitations. NOTE For
installations
that require the use of the Model NL- F1.25
nozzle, the following additional restrictions apply: 1.
Minimum
length, linear: 5.5 feet 2. Minimum
length, equivalent: 12 feet 3. Minimum
system flow points: 3 4. Minimum
branches (total): 3 3. Model
PCL-550. Main supply
line piping limitations for the PCL-550 are given by
Table 3-4. The maximum length of main supply line between
the first and last branch tee is 35 feet. Examples of
acceptable piping configurations are shown in Figure
3-18. MAX MAX
UMTS MN LENGTHS MAX Firs FLOW
FEET FEET vorICAL SECTION M.
POINTS LIEAR EOW LIEAR E&" Rq[ Mon S,
MM Vr 10 4s so J 7 r Lin. Table
3-
4. Model PCL-550. Main Supply Line Piping Limitations. ULEX 38
February 1,
19
Chapter 3-System Design
Page 3-10
Rev. 2
NOTE
For installations thWrequire the use of the Model
NL-F1.25 nozzle, the following additional restrictions
apply:
1. Minimum length, linear: 5.5 feet
2. Minimum length, equivalent: 12 feet
13. Minimum system flow points: 3
4. Minimum branches (total): 3
BRANCH PIPING LIMITATIONS
There are seven (7) types of branches used on the Pyro
Chem Restaurant Fire Suppression System:
1. One (1) Nozzle Duct Branch.
2. Two (2) Nozzle Duct Branch.
3. One (1) Nozzle Plenum Branch.
4. One (1) Nozzle Appliance Branch.
5. Two (2) Nozzle Appliance Branch.
6. Three (3) Nozzle Appliance Branch.
7. Four (4) Nozzle Range Branch.
NOTE: A range branch is any branch that contains four
NL-F1.25 nozzles only. Any branch that contains less than
four NL-F1.25 nozzles, or NL-F1.25 nozzles in combination
with any other nozzle(s) is considered an appliance branch.
When using the PCL-240, the total of all duct, plenum,
appliance, and range branch piping cannot exceed 25
linear feet and 55 equivalent feet.
When using the PCL-350, the total of all duct, plenum,
appliance, and range branch piping cannot exceed 35
linear feet and 100 equivalent feet.
When using the PCL-550, the total of all duct, plenum,
appliance, and range branch piping cannot exceed 45
linear feet and 125 equivalent feet.
Branch piping limitations are applicable to all cylinder
sizes (i.e., PCL-240, PCL-350, and PCL-550). All branch
piping must be'/; diameter black, chrome plated, or
stainless steel pipe.
1. One Nozzle Duct Branch Piping
Limitations.
The one nozzle duct branch is a run of/; pipe which
connects the main supply line to a single duct nozzle. A
one nozzle duct branch can support the following
combinations of nozzles:
1. 1 x Model NL-P Nozzle.
2. 1 x Model NL-D2 Nozzle.
3. 1 x Model NL-D3 Nozzle.
One nozzle duct branch piping limitations are given by Table 3.6.
M11X MAX LLNOTe MN UMTM MAX
P![ ROW FTIT PEST V K
S CTON U& PORTS LEiM EQLIV.
I Nmb.
S/r a fa 0 OOmBrea,
Table 3-5. Duct Branch Piping Limitations.
2. Two Nozzle Duct Branch Piping
Limitations.
The two nozzle duct branch is a run of pipe which
connects the main supply line to two duct nozzles. A two
nozzle duct branch can support the following combinations
of nozzles:
1. 2 x Model NL-P Nozzle.
2. 2 x Model NL-D3 Nozzle.
Two nozzle duct branch piping limitations are given by
Table 3-5.1.
MAX MAX LENGTHS MN LENGTHS MAX.
ME FLOW FTEE FEET V[RTCAL
SECTION DIA. FONTS LINEAR I EQUV. LMM EQUV. NSE
f NOS
Lr e e 2 O O A' Duel &.nen
Table 3-5.1. Duct Branch Piping Limitations.
3. One Nozzle Plenum Branch Piping Limitations.
The one nozzle plenum branch is a run of pipe which
connects the main supply line to a plenum nozzle. A single
plenum branch can support only one flow point. Plenum
branch piping limitations are given by Table 3-6.
MAX. MAX LENGTMS MN LENGTO MAX
PIPE FLOW FEET FM VERTICAL
SECTION TSPOR EQUV. LWM EQUV. R
I MOON
PI- S/rI.-I
1w-ch
Table 3-6. Plenum Branch Piping Limitations.
4. One Nozzle Appliance Branch Piping
Limitations.
The one nozzle appliance branch is a run of pipe which
connects the main supply line to a single appliance nozzle.
A one nozzle appliance branch can support a maximum of
two (2) flow points. One nozzle appliance branch piping
limitations are given by Table 3-7.
MAX MAX LEND. MN LENGTHS MAX
PIPE FLOW FEET FEET VERTICAL
SE FONTS EQLEV. UNEAR EOUV. ROE
I N.>t>0.
APw- O/r a e R 0 O 0•
OrrKn
Table 3-7. One Nozzle Appliance Branch Piping Limitations.
5. Two Nozzle Appliance Branch Piping
Limitations.
The two nozzle appliance branch is a run of/; pipe which
connects the main supply line to two appliance nozzles. A
two nozzle appliance branch can support a maximum of
four (4) flow points. Two nozzle appliance branch piping
limitations are given by Table 3-7.1.
MAX MAX LQIGTQ MN LENGTqa' MAX
P ELA. FLOW nrr FRT VIE!"ra
SECTION - D PpR7 LIP (M EO
z N.aw
AON O/r A e 0 O 0•
e..w
Table 3-7.1. Two Nozzle Appliance Branch Piping Limitations. -
ULEX 3830
February 1, 1995
e Chapter 3—System Desigr
Page 3-1'
Rev.'
f
C
6. Three Nozzle Appliance Branch Piping
Limitations.
The three nozzle appliance branch is a run of/8" pipe
which connects the main supply line to three appliance
nozzles. A three nozzle appliance branch can support a
maximum of five (5) flow points. Three nozzle appliance
branch piping limitations are given by Table 3-7.2.
y" 4AX. LENGTHS 4N LENGTHS 4AX
PPE FLOW FEET FEET VERTICAL
SECTION MAL POINTS U" I Em". EM". RIK
3 Na=ba
AP 6—* 3V S 10
Bra
Table 3-7.2. Three Nozzle Appliance Branch Piping Limitations.
7. Four Nozzle Range Branch Piping Limitations.
NOTE:
These limitations apply to branches that utilize four Model
NL-F1.25 nozzles. No other types of nozzles, or combina-
tions of nozzles, may be used on a four nozzle branch.
The four nozzle range branch is a run of 3/." pipe which
connects the main supply line to four NL-F1.25 nozzles
and five (5) flow points only. The four nozzle range branch
piping limitations are given by Table 3-8.
WAX MAX LENGTH MN I.ENGTN9 4AX
PIPE FLOW FEET _ I FEET VEATK.AL
SECTION DLt POINTS LINEAR eQLxv. LPEAR EOUIv. RISE
NOS 3W
Rang. Branch
Table 3-8. Range Branch Piping Limitations.
1
NL-P
DUCT) I NL-F2
a (FRYER)
NL FI.2S
V7 NL-Ft25 (RANGE)
NL-A
PLENUW
1
NL-03
NL—Rr=
I
NL—R1
Q (GRDOW
r; N%f2
V OTRYUG
NL-A
O'LENUTA
I
W-02'
DUCT)
ry 4
a NL-
FL23 MAME
Ark
Nl-R 6
GRIDDLE) NL-
A NL-R PLENUM)
3/
8' MAP) SUPPLY LPE NL-
P 1 morn
V 4
f WRYER1 R -
R L,
L N1.
lGRIDDLE NL-
A PLEN
AO NL-
D3 DUCT)
m
NL-
A UPI
M)AO NL
F2 Figure
3-16. Model PCL-240. Examples Of Acceptable Piping Configurations. I
NOTE
This
is not a complete
list of all possible
config- urations.
Others will
be acceptable provided -
they conform
to the limitations
shown in
this chapter. ULEX
39 November
1, 19!
Chapter 3—System Design
Page 3-12
Rev.1
y 1
K-A
alaaas
a NOTE
OUC"` AKA This is not a complete list of all possible
4 K_AK 1 Ifi Dlp configurations. Others will be acceptable provided
A °Ln111O they conform to the limitations shown in this chapter.
K 2
r vRras
a-rus
K-FIlS
its
QUWm
Y IOI/CT1 1
J K_A
1
K-f7 1 . InnL
mKucil '
41 1a•O rRvos 1 IQOBlO
r' 3K-F12S r 'SL-FUS
y iL-nss
K-A K-MS WAN61) PL-FL21
VLEMM IL-tlB
1 QIAt=
1
1
14
n ' NL-# RCIAMMILIN1
Y i IOOOID
K-A K-N
xesrao
uL' K-A
1 1 O'ER
1' 1
f
yr uAw Istunr Lm
3/6 BRANCH UNE---------
Figure 3-17. Model PCL350. Examples of Acceptable Piping Configurations.
NOTE
d This is not a complete list of all possible
8K 1 configurations. Others will be acceptable provided
they conform to the limitations shown in this chapter.
Kam! fRVOB
M
K-WIIC1l Li9
t NY -A
11lNY
L A `
rum" Kam.!
r CtAllm '
smasas
fin
1 Kvfl
m't2' owlmlmeaa
r _A MIA
K-1
I: ' I K-0 OMKO
N1-f2
IL-" I.in
Figure 3-18. Model PCL-550. Examples Of Acceptable Piping Configurations.
ULEX 3830
November 1, 1994
Chapter 3—System Design
Page 3-13
Rev.1
SECTION 4
Detector Placement
Detectors are required over cooking appliances and in the
duct(s) of protected ventilation hoods. Detectors shall be
located in the plenum area of the ventilation hood.
1. Exhaust Duct(s).
Each exhaust duct must have at least one (1) detector
installed in the center of the duct entrance or at a maximum
of 12 feet into the duct, centered. See Figure 3-19.
2. Cooking Appliance(s).
Each cooking appliance with a continuous cooking surface
not exceeding 48" x 48" shall be protected by one (1)
detector. Cooking appliances with a continuous cooking
surface exceeding 48" x 48" shall be protected by one
1) detector per 48" x 48" cooking area. Detectors used
for cooking appliances must be located within the
perimeter of the protected appliance toward the
exhaust duct side of the appliance. The detector should
be located in the air stream of the appliance to enhance
system response time.
If a cooking appliance is located under a duct opening
where a detector has been mounted, it is not necessary
to utilize an additional detector provided the duct
detector is not more than 12" into the duct opening. If
two (2) appliances are located under a duct opening
where a detector has been mounted, it is not necessary
to utilize an additional detector provided the duct
detector is not more than 12" into the duct opening. See
Figure 3-19.
APPLIANCE APPLIANCE APPLIANCE APPLIANCE
COVERED COVERED COVERED COVERED
BY BY BY BY
DETECTOR DETECTOR DETECTOR DETECTOR
A B B C
Figure 3-19. Proper Detector Placement
ULEX 383
November 1, 199
Chapter 4—System Installatio;
Page 4-
Rev.
L
CHAPTER IV
System Installation
GENERAL
This chapter will detail the basic information necessary for
proper installation of the Pyro Chem Restaurant Fire
Suppression System. However, before attempting any
installation it is necessary to attend a Factory Certification
Training Class and become Certified to install the Pyro Chem
Restaurant Fire Suppression System. Because it is impossible
to completely understand every aspect of an intricate pre-
engineered system simply by reading the Technical Manual,
Pyro Chem, Inc. will not be responsible for system installations
or maintenance performed by any non -Certified person(s).
Pipe and fittings for the discharge piping, conduit (EMT),
pipe straps, pipe hangers, mounting bolts, and other
miscellaneous equipment are not furnished as part of the
Pyro Chem Restaurant Fire Suppression System. These
items must be furnished by the installer.
Before attempting any installation, unpack the entire
system and check that all necessary parts are on hand.
Inspect parts for damage. Verify that cylinder pressure is
within the acceptable range as shown on the gauge.
CYLINDER INSTALLATION
The cylinder and valve assembly is shipped with an anti -
recoil plug in the valve discharge port.
CAUTION
The anti -recoil plug must remain in the valve discharge
port until the discharge piping is connected to the valve.
The cylinder must be mounted vertically with the
discharge port facing either left or right. The Models PCL-240
r%l 11 1
ED
and PCL-350 cylinders must be mounted using a Model MB-
15 Mounting Bracket Kit. The Model PCL-550 cylinder must
be mounted using a Model MB-1 Mounting Bracket Kit.
The bracket must be securely anchored to the wall using
bolts or lag screws. The wall to which the bracket is
attached must be sufficientiy strong to support the cylinder.
The bracket should never be fastened to dry wall or similar
material. If this type of wall is encountered, studs must be
located and the bracket fastened to them. See Figure 4-1.
KEEPER PfN
WALL BRACKET
CYLINDER BRACKET
LAG BOLT
STRAP
MCH OR ECH
CONTROL HEAD
AGENT CYLNDER
i
I
i
Figure 4-1. Cylinder and Mounting Bracket Installation.
CONTROL HEAD INSTALLATION
1. Single Cylinder Installations.
For single cylinder system installations the Model
MCH/ECH Control Head can be installed directly onto the
cylinder valve. When the control head is properly aligned
in the desired position, tighten the knurled locking ring to
secure the assembly. See Figure 4-2.
Figure 4-2. Single Cylinder Installation Using Model MCH/ECH Control Head.
ULEX 38:
November 1, 19S
Chapter 4--System Installation
Page 4-2
Rev.1
2. Multiple Cylinder Installations.
A. Multiple Cylinder Actuation Using MCH/ECH Control
Head.
V
The Model MCH/ECH Control Head can be used to
pneumatically actuate a maximum of three (3) agent
cylinders. When a control head is used for multiple
cylinder actuation, it cannot be mounted directly onto a
cylinder valve. The control head must be installed
remotely using a Model MB-P2 Control Head Mounting
Bracket. The bracket must be anchored to the wall using
bolts or lag screws.
In order to actuate the agent cylinder(s) from a control
head, a '/," NPT x 45° '/," flare type fitting (conforming to
SAE J513c) must be screwed into the base of the control
head actuator. Pneumatic tubing is then used to connect
the control head to the valve cap assembly of each agent
cylinder valve. See Figure 4-3.
NOTE
Pneumatic tubing used for remote cylinder actuation
shall have an outside diameter of with a minimum
wall thickness of/„". This is commonly known as
refrigeration -type copper tubing. All tubing fittings
shall be of the '/,", 45°flare type conforming to SAE
J513c. Compression type fittings are not acceptable.
MCH OR ECH
CONTROL HEAD
t' OD COPPER TUBING
72' MAX TOTAL FOR 3 CYLINDER ACTUATION
96' MAX TOTAL FOR 1 OR 2 CYLINDER ACTUATION
A single Model MCH/ECH Control Head can actuate:
1. One (1) or two (2) agent cylinders with a maximum of
eight (8) feet of pneumatic tubing.
2. Three (3) agent cylinders with a maximum of six (6) feet
of pneumatic tubing.
B. Multiple Cylinder Actuation Using Model PAC-10 or
PAC-200 Pneumatic Actuation Cylinder.
The Model PAC-10 or PAC-200 Pneumatic Actuation
Cylinder must be used if more than three (3) agent
cylinders require simultaneous actuation. The Model PAC-
10/200 must be used in conjunction with a Model
MCH/ECH Control Head. The control head is mounted on
the Model PAC-10/200 valve assembly.
The Model PAC-10/200 is shipped complete with a
mounting bracket. The cylinder must be mounted
vertically with the nameplate facing out. The bracket
must be securely anchored to the wall using bolts or lag
screws. The wall to which the bracket is attached must
be sufficiently strong to support the pneumatic cylinder.
The bracket should never be fastened to dry wall or
similar material. If this type of wall is encountered,
studs must be located and the bracket fastened to them.
See Figure 4-4.
Eel=
450 ;' FLARED
TUBING NUT
Figure 4-3. Multiple Cylinder Actuation Using Model MCH/ECH Control Head.
Q' NPT x
45• ;' FLARE
TYPE FITTING
SAE J513c)
ULEX 3830
November 1, 1994
i
APPLICATION FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
SAZ1W1 J R, /PAS
j q
DATE `-q,5 ' #I G- PERMIT NO.
Q -"
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRES
NATURE OF WORK
I
LEGAL DESCRIPTION
I
APPLICANT'S NAME C CJ %lam 5,P,zi/!/! 6x--J
APPLICANT'S ADDRESS q C%/•( /(/ E/!Z Loycuc o
APPLICANT'S PHONE NUMBER Jar — 7gVl-1
VALUATION 11`7L.5'` FEE 143, ad
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
Building Official
I certify that the above infor-
mation is true and correct and
that I will comply with all
applicable codes and ordinances`
of the City of Sanford, FL.
c
Applicant's Signature
State No. t7 tQy
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE;4 : 407-322-4952
DATE:— 21.3 1 g
BUSINESS
ADDRESS:
PHONE NUMBER:
PERMIT #: q5'aq'-;0
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM r
AMOUNT
COMMENTS: 171 2 j,/% rgo izF'rS 1/ S% -e r2t.
a 2.s
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
City of Sanford, Florida.
Sanford Fire Prevention Wlicants Signature
sprinkler GB
Upright, Pendent and Recessed
Pendent
Glass Bulb Automatic Sprinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product Technical
Description I] Data
The Central Model GB Upright and Model: GB
Pendent and Recessed Pendent Style: Upright, Pendent or Recessed
Automatic Sprinklers are standard Pendent (adjustable)
spray sprinklers. They incorporate the Escutcheon: Model GB'/2" Recessed
latest in heat -responsive, glass bulb Note: For the recessed version, only the
technology, which results in a much
Model GB'/2" Recessed
smaller more attractive sprinkler than
Escutcheon assembly may be
used. Substitution of other
those manufactured with a more "recessed" escutcheons may
traditional design approach. The impair the operating sensitivity and
operating mechanism consists of a distribution pattern and void
liquid -filled 5 mm diameter frangible manufacturer's warranty.
capsule that is only 1.6 cm in length. Orifice Size: '/2" (12.7mm)
The Model GB Automatic Sprinklers K-Factor: 5.6 (80.08) nominal
are intended for installation in Thread Size: t/2" (12.7mm) N.P.T.
accordance with current NFPA 13 Temp. Rating & Glass Bulb Color:
Standards. They are available in '/2" 1350F/570C Orange
orifice size and a variety of =550F/680C Red
temperature ratings, finishes and 1750F/791C Yellow
decorative coatings.
200°F/93°C Green
The Model GB Recessed Glass Bulb
286°F/141°C Blue
360°F/182°C Purple (360, not F.M.
Automatic Sprinkler incorporates a Approved)
significant cost saving feature; a 2- Approvals: UL, U.L.C, F.M.
piece special escutcheon assembly Meets: MIL-STD-910C, MIL-STD-167-1,
that provides for W of field adjustment and MIL-STD-810-C shock,
resulting in an easily accomplished vibration, and salt fog tests for
tight fit against the ceiling. maritime applications.
Maximum Working Pressure: 175 p.s.i.
Operation: The glass bulb capsule Factory Hydro Test: 100% at 500 p.s.i.
Standard Finishes:
operating mechanism contains a heat- Sprinkler: brass or chrome plated
sensitive liquid that expands upon Escutcheon: brass or chrome plated
application of heat. At the rated Corrosion -Resistant Coatings (U.L. Only):
temperature, the frangible capsule white and black painted
ruptures thereby releasing the orifice Highest Allowable Ambient Temperature for
seal. The sprinkler then discharges Storage of Sprinklers: 100°F/380C
water in a pre -designed spray pattern Adjustable Range Below Ceiling:
to control or extinguish the fire. 3/4" to 13/8"
Length: 2" (31.8 mm)
Width: 1" (25.4 mm) (frame arms)
Weight: 2.0 oz. (56.7grams) Pendent
For specific listing requirements, see the appropriate 2.5 oz. (70.9 grams) Upright
information contained in this brochure. 3.5 oz. (99 grams) Recessed Pendent
t'(
r
No. 3.6.0
Figure 1
Model GB Upright Sprinkler
Figure 3
Figure 2
Model GB Pendent Sprinkler
Model GB Recessed Pendent Sprinkler
Design
Data
Design Requirements — Standard Applications
The Model GB Recessed Automatic Sprinklers are intended for area coverages,
flow and pressure requirements as specified in current NFPA 13 standards.
When installed in the recessed position, the recessed cup escutcheon and
sprinkler are listed together as a single unit and must be so utilized.
Installation
All Central Model GB Upright,
Pendent and Recessed Pendent
Automatic Sprinklers must be
installed according to current NFPA
13 Standards. Deviations from these
requirements and standards or any
alteration to the sprinkler itself will
void any warranty made by Central
Sprinkler Company. In addition,
installation must also meet local
government provisions, codes, and
standards as applicable.
The system piping must be properly
sized to insure the minimum required
flow rate at the sprinkler. Check for
the proper model, style, orifice size,
and temperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected
from freezing.
Upon completion of the installation,
the system must be tested per
recognized standards.
In the event of a thread leak,
remove the unit, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the upright position for upright style
sprinklers, and in the pendent
position for pendent style sprinklers.
The recessed pendent must be
installed with the deflector not less
than 3/4" nor more than 1 %" below the
ceiling.
Step 2. The face of the sprinkler
fitting should be installed a nominal
to 1" behind the finished ceiling
line, as shown in the installation
Diagram on page 2. Adjustments
may be made via the push -on
escutcheon plate to compensate for
variations in the fittings.
Do not use the push -on escutcheon
plate to hold the unit in position. The
sprinkler will function properly only
when the system piping is anchored
to the building structure. Otherwise,
reaction force from system initiation
could alter the sprinkler alignment
and disrupt the spray pattern.
Step 3. Use only a non -hardening
pipe joint compound or Teflon" tape.
Apply to the male threads only.
Step 4. Hand tighten the sprinkler
into the fitting. For upright sprinklers,
use a Central Sprinkler Combination
Wrench, for pendent and recessed
pendent sprinklers use a Central
Sprinkler Universal Wrench, to tighten
the unit into the fitting. A leak -tight
joint requires only 7 to 14 ft.-Ibs. of
torque; a tangential force of 14 to 28
lbs. delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft.-Ibs. may distort the
orifice seal, resulting in leakage.
Teflon is a trademark of the DuPont Corp.
Combination Wrench (Part #1106)
for upright sprinklers)
Universal Wrench (Part #1122) (for
pendent and recessed pendent sprinklers)
a
Step 5. To install the escutcheon
plate, align it with and press it over
the sprinkler body until the outer edge
of the escutcheon meets the
mounting surface.
Caution: Special care must be taken
when installing pendent sprinklers
with a CPVC system. Sprinklers
must be installed after the CPVC
manufacturer's recommended setting
time for the primer and cement to
ensure that neither accumulate within
the sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler nipple and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
Sprinklers must be handled
carefully. They must not be
transported or stored where ambient
temperature may exceed 100°F/380C.
For best results, store them in a dry,
cool location in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner
must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA Standard 25 entitled,
Inspection, Testing and Maintenance
of Water -Based Fire Protection
Systems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority
Having Jurisdiction may have
additional regulations and
requirements for maintenance,
testing, and inspection that must be
obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length
of time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers of the
same type and temperature rating as
replacements.
Because the discharge pattern is
critical to protection of life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
01994 Central Sprinkler Company
Printed in U.S.A.
the original configuration, additional
sprinklers must be installed to
maintain the protection level.
Do not attempt to replace sprinklers
without first removing the fire
protection system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
affected during system shutdown. A
fire watch during maintenance
periods is a recommended
precaution.
To remove the system from service
mode, first refer to the system
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install the replacement, using
only the sprinkler wrench. Be certain
to match model, style, orifice, and
temperature rating.
A fire protection system that has
been shut off after an activation
should be returned to service
immediately. Inspect the entire
system for damage and replace or
repair as necessary. Sprinklers that
did not operate but were subjected to
corrosive elements of combustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authority Having Jurisdiction will
detail minimum replacement
requirements and regulations.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
Price List for further details of the
warranty.
CENTRAL
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
Ordering
Information
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central,
sprinklers, valves, accessories, and
other products are available
throughout the U.S. and Canada, and
internationally, through a network of
Central Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call (215) 362-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
0.0689 bar
0.0703 kg/cmZ
1 U.S. gallon = 3.785 dm3
3.785 liters
Conversions are approximate.
G B.4
r
J
R
Hydraulics Summary Sheet
SOUTHEAST FIRE SPRINKLERS, INC. Designer: DAVID HUYSMAN III
799 SENNETT DRIVE Calc By: DAVID HUYSMAN III
LONGWOOD, FLORIDA 32750 Date: 7-27-95
Pro,ject Information
SARKU / JAPAN
SPACE # VC-11 SEMINOLE TOWNE CENTER
SANFORD, FLA.
AW
Contract No:65089
Building: SEMINOLE TOWNE CENTER
System ID: X57000
Ref Drawing: FP1
Const: STEEL -NON COMBUSTIBLE
Occupancy: MERCANTILE
Authority: CITY OF SANFORD
System Information
Hydraulics Design Criteria
Standard: NFPA 13
Hazard: ORD. GROUP 2-
Figure: 5-2.3 Curve: 3
System Type: WET
Density: .20 GPM/SgFt
Remote Area: 1500 SgFt
Spr Cov: 130 SgFt
Sprinklers & Nozzles
Manufac: CENTRAL
Model: GB
Size: 1/2
K-Factor: 5.6
Temp, Rating: 155
Hydraulics Information
Demand...
Sprinkler
Required Pres: 50.54 PSI
Required Flow: 157.97 GPM
Static Elev: 0.00 Ft
System
Total Pres: SO.S4 PSI
Add'1 Flows: 0.00 GPM
Hose at Srce: 250.00 GPM
Total Flow: 407.97 GPM
supply...
Water Flow Test --
Static: 60.00 PSI
Residual: 48.00 PSI
Oty Flowing: 1500.00 GPM
FT Elevation: 0.00 Ft
Date: Time:
BY:
Pump Data
Rated 0.0 PSI@ 0.0 GPM
Boost Pres (NA) PSI
Discharge Pres (NA) PSI
Discharge Flow (NA) GPM
Combined
Static: (NA) PSI
Residual: (NA) PSI
Flow: (NA) GPM
Available...
P) S8.92 PSI@ 407.97 GPM
F) 50.S4 PSI@ 1319.41 GPM
Margin...
Pressure:
Flow:
8.38 PSI
911.44 GPM
r
Sigma Dynamics Corporation- 7700 Hydraulics
OBMITTAL SERIAL N0=2968HY1
SARKU / JAPAN
FLOW TEST RESULTS
Water Supply
STATIC 60.00 PSI
RESIDUAL 48.00 PSI @ 1500.00 GPM
CITY PRESSURE AVAILABLE AT 408.0 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
200 25.48 15.20 5.60 20.71
201 24.12 16.80 5.60 18.55
202 20.60 20.60 5.60 13.53
203 20.69 20.40 5.60 13.65
204 22.02 19.20 5.60 15.46
205 24.08 15.00 5.60 18.49
206 20.98 18.20 5.60 14.03
58.92 PSI
TOTAL WATER REQUIRED FOR SYSTEM 157.97 GPM
OUTSIDE HOSE STREAMS AT 0 250.00 GPM
TOTAL WATER REQUIREMENT 407.97 GPM
PRESSURE REQUIRED AT 0 50.54 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
MAXIMUM VELOCITY FROM 4 TO 5 24.89 FPS
07-27-1995 PAGE 1
r
SUBMITTAL SERIAL N0:2968HY1 07-27-1995 PAGE 2
SARKU JAPAN
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
103 202 1.049 L 2.00 C=120 PT 13.53 202 )
Q 20.60 F=T F 5.00 PE 0.87
DR T 7.00 0.1374 PF 0.96
102 103 1.049 L 2.00 C=120 PT 13.62 103)
Q 20.60 F=T/E F 7.00 PE 0.00
AO T 9.00 0.1374 PF 1.24
PT 14.86 102 )
108 206 1.049 L 2.00 C=120 PT 14.03 206 )
Q 20.98 F=T F 5.00 PE 0.87
DR T 7.00 0.1421 PF 0.99
106 108 1.049 L 6.75 C=120 PT 14.15 108)
Q 20.98 F=E/E F 4.00 PE 0.00
BN T 10.75 0.1421 PF 1.53
PT 15.68 106 )
107 205 1.049 L 2.00 C=120 PT 18.49 205)
Q 24.08 F=T F 5.00 PE 0.87
DR T 7.00 0.1835 PF 1.28
105 107 1.049 L 8.00 C=120 PT 18.90 107 )
Q 24.08 F=0 F 0.00 PE 0.00
BN T 8.00 0.1835 PF 1.47
PT 20.37 105 )
106 204 1.049 L 2.00 C=120 PT 15 .46 204 )
Q 22.02 F=T F 5.00 PF_ 0.87
DR T 7.00 0.1555 PF 1.09
105 106DO 20.98 1.049 L 1.75 C=120 PT 15 .68 106.)
Q 43.00 F =T/E F 7.00 PE 0.00
AO T 8.75 0.5362 PF 4.69
11 105DQ 24.08 1.380 L 6.58 C=120 PT 20.37 105)
Q 67.08 F=T F 6.00 PE 0.00
BN T 12.58 0.3211 PF 4.04
5 11 1.380 L 7.00 C=120 PT 24.41 11 )
Q 67.08 F=0 F 0.00 PE 0.00
NC T 7.00 0.3211 PF 2.25
PT 26.66 5 )
104 203 1.049 L 2.00 C=120 PT 13.65 203)
Q 20.69 F=T F 5.00 PE 0.87
DR T 7.00 0.1386 PF 0.97
SUBMITTAL SERIAL NO:2968HY1
SARKU / JAPAN
07-27-1995 PAGE 3
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
102 104 1.049 L 4.00 C=120 PT 13.75 104 )
Q 20.69 F=2E F 4.00 PE 0.00
BN T 8.00 0.1386 PF 1.11
101 102DO 20.60- 1.049 L 8.25 C=120 PT 14.86 102)
Q 41.29 F=0 F 0.00 PE 0.00
BN T 8.25 0.4975 PF 4.10
PT 18.96 101)
101 201 1.049 L 2.00 C=120 PT 18.55 201)
Q 24.12 F=T F S.00 PE 0.87
DR T 7.00 0.1840 PF 1.29
100 101DO 41.29 1.380 L 7.50 C=120 PT 18.97 101)
Q 65.41 F=O F 0.00 PE 0.00
BN T 7.50 0.3065 PF 2.30
PT 21.27 100 )
100 200 1.049 L 2.00 C=120 PT 20.71 200)
Q 25.48 F=T F 5.00 PE 0.87
DR T 7.00 0.2037 PF 1.43
10 100DQ 65.41 1.380 L 0.33=120 PT 21.27 100)
Q 90.89 F=T F 6.00 PE 0.00
BN T 6.33 0.5633 PF 3.57
5. 10 1.380 L 3.25 C=120 PT 24.84 10)
Q 90.89 F=0 F 0.00 PE 0.00
NC T 3.25 0.5633 PF 1.83
4 5DQ 67.08 1.610 L 5.00 C=120 PT 26.67 5)
Q 157.97 F=E/T F 12.00 PE 0.87
FM4 T 17.00 0.7392 PF 12.57
3 4 4.260 L 110.00 C=120 PT 38.37 4)
Q 157.97 F=T/E,T F 38.80 PE 0.00
FM3 T 148.80 0.0065 PF 0.97
2 3 6.357 L 7S.00 C=120 PT 39.34 3)
Q 15.7.97 F=E F 10.00 PE 0.00
FM2 T 85.00 0.0009 PF 0.08
1 2 6.357 L 15.00 C=120 PT 39.42 2 )
Q 157.97 F=BV/E F 20.00 PE 6.50
FR T 35.00 0.0009 PF 0.03
0 1 8.249 L 10.00 C=120 PT 45.95 1)-
0 157.97 F=DCA/ALV T F 33.00 PE 0-. 00
FM1 T 43.00 0.0003 PF 0.01
8" Febco Mott. 805YD - Double Check Assembly 3.89
8" Central Alarm Valve 0.70
PT 50 .55 0 )
12
12
11
11
U
V
4
i
i
i
3letrt Dyn6ir11Clt Cdrpdrbtlon
System Demand..
Sprinkler Demand SO. S4 PSI 10.97' GPM
Additiohal Flows 0.06 GPM
Hose at Source '250.00 GPM
Total Demand SO.S4 PSI @ 407.97 GPM
Water Flow (GpM) .I
Water Supply.,.
Static 60:00 PSI
Residual 413.00 PSI 0 1S00.06 Gl.
Elevation 0.00 PSI
E
EARS
A.
H PLANLOCATIO
GENERAL NOTES
1. Installation in accordance with N.F.?_A. #13.
17. All materials to be UL Listed.
3. Sprinkle-, piping to be manufactured under one of die f'ollowina AS7 V, standards-
4. Mains to, be -Schedule 10 black steel joined by roll grooved method using grooved fittines
and thread-o-leE type oudeus.
5. Branch line oi ino, m be Schedule 40 black- s,=1 ioined with threaded outlet fittings.
6. .4di sprinkler drops to be I" Schedule 40 black Steel pipe with I -Y IrY threaded reducer.
7. Hangers to be sized and spaced in accordance with N.F.?.A. l' ). Section 21-6.
S. Flushing connections to be provided at remote ends of all cross mains.
9. Final cut lengths of pipe and hangers to be determined after an on -site verification of
architectural dimensions has been made.
y _
W`
I
a
Vod
I ' 4
rrJ
r -
JI
LryL FiL / Ep
l
oE rrsmar crass' Etf
OIL W&M
13 5 ire. \ _+
ScAaS J.C. PENNE,
OLUL
IQ
el
7
PLAN
GENERAL NOTES
1. Installation in accordance with N.,e.P a. #13.
2 All materials to be UL Listed.
I Sprinkler piping to be manafactured under one of the following ASTM standards-
A53,A135,or A795.
4. Mains to be Schedule 10 black steel joined,by roll grooved method using ,grooved tituiigs
and thread-o-let type outlets.
5. Branch line. piping to be Schedule 40 black steel joined with threaded outlet fittings.
6. All sprinkler drops to be 1" Schedule 40 black steel pipe with 1 x 1/2" threaded reducer
7. Hangers tobe sized and spaced in accordance with N.r.P.A..13, Section 2-6. S.
Flushing; connections to be provided at remote ends of all cross mains.. 9.
Final cut lengths of pipe and hangers to be determined after an on -site verification of architectural
dimensio has n made. 7 ;
i h
r - ;(,JN S
C fG aw,&
sTSrem
rP0 STOAT }V L:.: .._-.... „-.' , ....
t>
e n ,Sou 5
CIITTYOF SANFORD. FLORIDA
PERMIT NO- D i :s DATE Z
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME r-11 JU ,f
ADDRESS OF JOB (2 3 ' L L)n, Q C
PLUMBING CONTUU/o/i/9lizz'L'I Res. _ Comm.
Subject fo rules and regulations of Sanford plumbing code.
Residential: I Number Amount
Alteration, Addition, Repair I
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap _ i
SewerC
Water Piping
Gas Piping
Factory -built housing
Mobile Home
Application Fee tJ
Minimum Commercial Permit: $25. oo TOM n
COMPETENCY CARD NO.
CITY OF SANFORD, FLORIDA
Q 0pPERMITNO. DATE 5-
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER-S,NAME ' .6& JOLIF ToW.AJ6 / - i
ADD_ RE'SS OF JOB ! &u 1-54'4'ne
MECHANICAL CONTR. AA&I 5,-w_v'1C-6!C F. Cmi /
RESIDENTIAL COMMERCIAL G
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
Fu 2,J i S N 9 lk ! i,4L-1 oAJE VA v .
w
FiAJ `
I Number II AMOUNT
FUEL
B.T.U. INPUT OUTPUT
VALUATION
Ii
i
i
APPLICATION FEE
TOTAL 11 S444 O p
Master Mecha i
9.6-a)OyCOMPETENCYCARD NO.C iCO/O f/J/
L__ -
CITY OF SANFORD, FLORIDA
PERMIT NO. `r DATE '^ C?5
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME, Sqp, cA `
ADDRESS OF JOB 23 C`.,f-U-'
ELEC. CONTR 2A C CSC. , L Residential Non-residen+iaL
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Change f Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Amp Service
201 Amp and above
New Commercial p Service
A Plication Fee U
i
TOTAL II V
By signing this application 1 am stating 1 will be in compliance with the NEC including Article 110, Section 110-9 and 110-10.
e:2 Z ( kc"L
Building Official I Master Electrician
STATE COMPETENCY NO.