131 Towne Center Blvd - 95-003060 (1995) (OLD NAVY) (NEW COMMERCIAL BUILDING) DOCUMENTS1 a I dfwi, C'a/iTi-L P,--P
ZONE
CONTRACT(
ADDRESS
PHONE ## _
LOCATION
OWNER k
ADDRESS
PHONE #
PLUMBING CONTRACTOR
ADDRESS
DATE
Cold rp-T C-a kwy;
7
PERMIT N _-1 -J- 0 (1
y PHONE Y ' 6 "(
D
J6 ELECTRICAL CONTRACTOR u
ADDRESS
PHONE #i
MECHANICAL CONTRACTOR
to I
ADDRESS
r
J
PHONE #i
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__J
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCH rrECTURAL APPROVAL DATE:
i
JOBCOST, O
d
FEE $
STATE NO. o i O7
FEE$6
FEE $16
FEE s,-2/0
BDIVISION: _
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
FEE $ ENERGY SECT. EPI:
q(1 - (a7 - )-cr ¢- &-j2-c /
0- , -C
13q, A?cU f
qU
CERTIFICATE OF OCCUPANCY
ISSUED # DATE: -
FINAL DATE
DATE STARTED:
C17Y OF SANFORD. FLORIDA
Request for Finns Insp.ectIon for''.
Cortif .c.ale-..nf -.-Occupancy
ADDRESS:. I,3 I1-
The Building Department has prepared a certificate of occupancy for
the above location and is requesting a final inspection by your
department.
After your inspection, please come to the Building Department to
sign -off on the Certificate of Occupancy, or submit a certificate
of occupancy addendum if it has been denied.
Your prompt attention will be appreciated. Thank you.
DISTRIBUTION: Engineering Department f
Fire/ Z 2 q
Public Works
Utilities/Cross Connection
Zoning
yn-f'i,Q Q V4
DATE STARTED: _Q 5 (P
CITY OF SANFORD. FLORIDA
Requ'dsf far Final Inspection for*': r
Certlfi..al 6.. f -Occupancy
ADDRESS:
The Building Department has prepared a certificate of occupancy for
the above location and is requesting a final inspection by your
department.
After your inspection, please come to the Building Department to
sign -off on the Certificate of Occupancy, or submit a certificate
of occupancy addendum if it has been denied.
Your prompt attention will be appreciated. Thank you.
DISTRIBUTION: Engineering Department
Fire
Public Works
Utilities/Cross Connection
Zoning
Iola? M5 M-C,--*L -LGDLa sw ( _ 51 100°— 'WA V 1, 9so ea
O.QCJ `i`` 5 0-u- -. t,5h-e-Q.-Q I/X-Lr C ix.oti.
DATE STARTED: C> a P
CITY OF SANFORD. FLORIDA
Request for Final Inspection for''..
Certificate--af -Occupancy
ADDRESS:: 1
The Building Department has prepared a certificate of occupancy for
the above location and is requesting a .final inspection by your
department.
After your inspection, please come to the Building Department to
sign -off on the Certificate of Occupancy, or submit a certificate
of occupancy addendum if it has been denied.
Your prompt attention will be appreciated. Thank you.
DISTRIBUTION: Engineering Department
Fire
public Works
Utilities/Cross Connection
Zoning
a
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7
b
0
a
x
0
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
Old Navy Clothing Store & Retail Shops
PERMIT ADDRESS 131 Towee Center Blvd. PERMIT NUMBER
C S
h
Total Contract Price of Job / S V c Seng TotalSq. Ft. Z Describe
Work Standard Commerical Retail Shops Type
of Construction concrete, tiltwall, steel frame Flood Prone (YES) (9) Number
of Stories 1 Number of Dwellings N/A Zoning Occupancy:
Residential Commercial X Industrial LEGAL
DESCRIPTION (please attach printout from Seminole County) TAX
I.D. NUMBER N/A OWNER
Faison PHONE NUMBER 704/331-2545 ADDRESS
1900 Interstate Tower, 121 Trade Street CITY
Charlotte STATE NC ZIP 28202-5399 TITLE
HOLDER (IF OTHER THAN OWNER) ADDRESS
CITY
STATE ZIP BONDING
COMPANY Reliance Surety Company ADDRESS
2600 Lucien Dr. Suite 201 CITY
Maitland STATE FL ZIP 32751 ARCHITECT
The Scott Partnership Architecture Inc. ADDRESS
1900 Summit Tower Blvd. Suite 260 CITY
Orlando STATE FL ZIP 32810 MORTGAGE
LENDER ADDRESS
CITY
STATE _ ZIP CONTRACTOR
Kelsey Construction Inc. PHONE NUMBER 407/898-4101 ADDRESS
h. Frinceton t. ST. LICENSE NUMBER CITY
Orlando STATE L ZIP 3280 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. CD
0 fiL27X8/10/95 G m m a o
h S'
nature of Owner/Agee a e Sign ure of Contractor & Date o a `< r
rn J,
Michael Kelsey J. Michael Kelsey H z
Type
or Print Owner/Agent Name Type or Print Contractor's Name v x a M (
D 8/
10/95 8/10/95 „ro Signature
f Notary & Date ignature Notary & Date Notary
Public, State of Florida A' 1
YL MEJ
NotaryPublic, State of Fl My
Comm. expires June 14, 1999 My Comm. expires June 140 No. CC
472135 No. CC 472135 Bonded Thru
0?1t ds[ aLarl Arrbia Bonded Thru official olare ro 1-(800)
723-0121 1-(800) 72•0121 'Y 0 n.
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Application Approved
BY: Date: 91r FEES: Building
Ra n Q Police Fire % Open Space
Road Impact c S Application PERMIT VALIDATION:
CHECK dICASH DATE
S
S B ORIGINAL (BUILDING) YELLOW (
CUSTOMER) PINK (COUNTY TAX OFFI E) GOL (CO. ADMIN) Q. C n
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THIS
APPLICATION
USED
FOR WORK VALUED $2500.00 OR MORE
q(,P- cc000 k G I
CITY OF SANFORD, FLORIDA
PERMIT NO "!w _579 DATE 1 d`- e-q
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME ''` oid '
ADDRESS OF JOB 31 owne -r-
GORDON MILLER PLUMBING, INC.
PLUMBING CONTR. _ Res. Comm.
Subject to rule: and regulations of Sanford plumbing code.
Residential:
Alteration, Addition, Repair
I Number
I
Amount
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap C
Sewer r
Water Piping 3
Gas Piping
Factory -built housing
Mobile Home
Application Fee
Minimum Commercial Perm' 5. o ,`1 apgli. Aee Total nI L+U
COMPETENCY CARD NO `AFC O 1
STRUCTURAL STEEL LETTER
STATE OF FLORIDA
SEMINOLE COUNTY
REFERENCE ADDRESS: Old Navy Store - Gateway Plaza - Sanford, F1
I, John M. Pulsifer
DO SOLEMNLY SWEAR THAT
I AM A STATE OF FLORIDA REGISTERED ENGINEER WITH P.S.I. I HEREBY CONFIRM THAT THE
STRUCTURAL STEEL ERRECTED IS IN CONFORMITY WITH THE APPROVED PLANS AND APPLICABLE
STRUCTURAL PROVISIONS OF THE TECHNICAL CODES.
t.av1C6 9
oGNATURE OF ARC ECT OR ENGINEER
SEALm
yoF
AW`Q John
M. Pulsifer, PE dd
NAME
OF ARCHITECTIENGINEER PRINTED Personally
appeared before me, the undersigned authority, Sb M who,
after being duly sworn by me say on oath that they have read the foregoing,
and that the matters and things contained herein are true and correct. Subscribed
and sworn to (or affirmed) before me this day of
19gt6- , who is personally known to me or has produced type
of Identification). Signat
of Notary Public, State
of.4orida MAVIS
TREAT Notary
Public, State of Florida My
comm. expires May 23, 1999 Comm.
No. CC451953 Name
of Notary typed, printed or stamped
v Environmental
Geotechnical
Construction
Consulting • Engineering • Testing
TO: Kelsey Construction
300 East Princeton Street
Orlando, Florida 32804
Attention: Mr. Bob Kelsey
SUBJECT: Structural Steel Inspection
Old Navy Store,Gateway Plaza
Sanford, Florida
PROGRESS REPORT 8
Dear Mr. Kelsey:
February 2, 1996
Project No. 748-50115
As requested, a representative of our firm has randomly inspected the structural steel framing for
the subject building. In general, the following items were observed as part of the random
inspection services:
Bridging
Bolt Torque
Steel Framing
Based upon the results of the inspections performed by our inspector the items indicated in the
attached field inspection report meet the minimum requirements outlined in the project plans and
specifications.
Very truly yours,
PSI
David A. Barth, C.E.T.
Department Manager
bap6450
Attachments: Field Inspection Report
Structural Steel Letter
ohn M. Pulsifer, PE
Vice President
Florida Registration No. 36154
Information lb 0;!,
PSI • 1675 Lee Road • Winter Park, FL 32789 • Phone 407/645-5560 • Fax 407/645-1320
w.o, 159?5f
e
LIENT LZ-' 2-
y
J
PROJECT NAME &Lho 41AIdy
lt/}TJ""x aft 7-4 se%6-j EO -h
FIELD CONTACT
DATE /
PROJECTNO., ,S "TOf/S
WEATHER AV
ON SITE TIME
TRAVEL TIME
SCOPE OF FIELDWORK
Record of Field Observations and Tests:
Technician:
Copies to:
FIELD REPORT RECORD
M07 Ar
Professional Service Industries, Inc.
Jammal & Associates Division
J 120 - 3/84
d
Environmental
Geotechnical
Construction
Consulting • Engineering • Testing
TO: Kelsey Construction
300 East Princeton Street
Orlando, Florida 32804
Attention: Mr. Bob Kelsey
SUBJECT: Structural Steel Inspection
Old Navy Store,Gateway Plaza
Sanford, Florida
PROGRESS REPORT 7
Dear Mr. Kelsey:
October 31, 1995
Project No. 748-50115
As requested, a representative of our firm have randomly inspected the decking for the subject
project. In general, the following items were observed as part of the random inspection services:
Deck
Welds
Based upon the results of the inspections performed by our inspector the items indicated in the
attached field inspection report meet the minimum requirements outlined in the project plans and
specifications.
Very truly yours,
PSI
David A. Barth, C.E.T.
Department Manager
bap6161
Attachment: Field Inspection Report
John M. Pulsifer, PE
Vice President
Florida Registration No. 36154
In fonnation To Build On
PSI • 1675 Lee Road • Winter Park, FL 32789 • Phone 407/645-5560 • Fax 407/645-1320
CLIENT \ lS
PROJECT NAME 'v
FIELD CONTACT
CQ/Jst. [ = ld % 7 7
PROJECT NO. 26/—S0 1 1 S
2WEATHER
ON SITE TIME
TRAVEL TIME (
SCOPE OF FIELDWORK C C I'IJS E'CA`yn/
Record of Field Observations and Tests:
eC
kt'd&Le-s 1 f 'A)4r P
2 (o specs.. jd e iv
e Im CoOAS 4- l,J PS ea; Technician:
f
C
Copies
to: FIELD
REPORT RECORD ffMWSi
Professional Service Industries, Inc. Jammal &
Associates Division S
J
120 - 3/84
Environmental
Geotechnical
r Construction
Consulting • Engineering • Testing
TO: Kelsey Construction
306 East Princeton Street
Orlando, Florida 32804
Attention: Mr. Bob Kelsey
SUBJECT: Old Navy Store
Gateway Plaza
Sanford, Florida
PROGRESS REPORT 6
Dear Mr. Kelsey:
October 9, 1995
Project No. 748-50115
As requested, on October 9, 1995, a representative of our firm randomly inspected the steel
framing system for the subject buildings. In general, the following item was observed as part of
our random inspection services:
Framing
Welds
Pertinent observations including any deficiencies are included in the daily field report. A copy
of our field report have been attached for your records.
We trust that this report is complete and sufficient for your needs. If you have any questions
concerning this report or if we may be of further assistance, please feel free to call.
Very truly yours,
PSI
David A. Barth, C.E.T.
Department Manager
00e-
John M. Pulsifer, PE
Vice President
Florida Registration No. 36154
bap6121 [
11fOt' nation 70 Build 011
PSI • 1675 Lee Road • Winter Park, FL 32789 • Phone 407/645-5560 • Fax 407/645-1320
L
C LI EN'T
PROJECT NAME 9-L, 1+YTo1Z
0--ynr,itor LAj,0V &0!7
FIELDCONTACT 6&fi!"111C Qrltn
d-77_
z:,.AeVy<
DATE
PROJECT NO. 7
4/L le/b S,r) WEATHER
ON SITE TIME
TRAVEL TIME
SCOPE OF FIELDWORK Cd ST- GciG2(S . k>f
Record of Field Observations and Tests:
16 k' - 1 / Yr
0
774GGtf
iv
ooy o.i fie-" T
5 i o A 4`"A)L AILO ie.w i10aZ&-Z
Technician:
Copies to:
r
FIELD REPORT RECORD
Professional Service Industries, Inc.
Jammal & Associates Division
J 120 • 3/84
September 6, 1995
City of Sanford
BUILDING DEPARTMENT
Post Office Box 1778
Sanford, Florida 32772
RE: GATEWAY PLAZA SHOPPING CENTER - OLD NAVY & RETAIL "A" ROOF STRUCTURE.
Dear Bob,
The roof structure of the Old Navy has been designed to safely support the specified roof top units at locations
as shown on the roof framing plan of structural drawings dated 8-9-95. However, the roof structure of the
retail "A", as noted on the structural drawings, has not been designed to carry any units. As we have agreed
earlier the contractor is to submit unit size, location and weight to our office so that we can mark-up steel shop
drawings to indicate increased joist sizes at unit locations.
If you have any questions please feel free to call us at your convenience.
Sincerely,
BURTON BRASWELL MIDDLEBROOKS ASSOCIATES, INC.
Bora Erbilen, E.I.
Project Engineer
BE/jsp
BBM#95181
95181.01
William R. Braswel
Sr. Vice President
950 North Orlando Avenue, Suite 330, Winter Park, Florida 32789 1700 N. Dixie Highway, Suite 152, Boca Raton, Florida 33432
407) 645-3423 Fax: (407) 645-3790 (407) 750-1916 Fax: (407) 750.1918
CITY OF SANFORD
FI.RE:DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: f
BUSINESS
ADDRESS:
PHONE NUMBER:( )
PERMIT #: S O`00
PLANS REVIEW K TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
COMMENTS : e'r, _rir.. e-- i 3 6 j-'$ d , er-
Jfr9L 9
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 Fife Prevention pplica&t-s',,51'gnature
14
OF
ST GiRr>ett
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CSJ
Pero, ,t
qor F
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KELSEY FRANK BOBRYK
Project Manager
17 9- Ia Ld
A--` /9-
KELSEY CONSTRUCTION, INC.
General Contractors
306 E PRINCETON • ORLANDO, FLORIDA32804
407/898.4101 0 FAX407/898•1444
ADD L (3) SBARa
alz" G/C EF a GIRDER
UJ/ $12 TIES a 6 " OC ._.,
Il•2o-S
PANEL TYPE "1" TYP
7 1/4
It
SOLIP Piq0OL-
24"
124"
TYP CORNER BAR
III o5 a 1by OG VERT
III #t} a 13" OC HORIZ
a 1 1/4" PANEL
III _, - •
El
III --- --- - -
III
III
III
III NOTE_
FOR LIFTING INSERTS
III PRO /I®E REINF AT
LIFTING IN6ERT9 AS
III
PER INSERT MFR'S
El REGOMMENDA`tIONS
III
TYP UNO
III
III
III
III
III FIN FLR ELEV
48", UNO
J (MIN 3 PER PANEL)
J SEE BEGTION
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CITY OF SANFORD, FLORIDA
4(p—lul
PERMIT NO Aid DATE OCTOBER 1A. 1Ag5
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME FAI S I ON
ADDRESS OF JOB— 131 TOWNE CENTER BLVD . _
MECHANICAL CONTR.—ENERGY AIR, INC..
RESIDENTIAL_--- COMMERCIAi XX
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
INSTALL AT3 0 T _Q_F 3 NEW 15 TON RODE Top UNITS, ()MTV
NO' DUCTWORK.
Number AMOUNT
FUEL ELECTRIC
MOTOR H.P.3. 7.
B.T.0 INPUT--- —OUTPUT--
VALUATION $33,028.00
APPLICATION FEE _10
NOTE: MINIMUM PERMIT FEE 11.50 TOTAL 210.00
Master Mechaniol
COMPETENCY CARD NO. C,4C0 16220
ItI•R
ENERGY AM
INCORPORATED
2114 S. Orange Blossom Trail
Apopka, Florida 32703
Date: --OCTOBER—18, 1995
CITY OF SANFORD
To whom it may concern,
Phone: 407-886-3729
Fax: 407-884-0155
Robert French, Pres.
Charles Kulp, Sec./Tress.
This letter to certify that LYLE_Fj__&DAMSmay pull
the attached permit or permits for Energy Air, Inc.. Job
Address: _ 131 TOWNE_CENTER _BLVD_1-_SANFDED_FL. Charles
H. Kul P Sec./
Treas. CAC018270 STATE
OF COUNTY
OF: The
for going instrument was acknowle ged before me this _124'— day of C1i----
by of
Energy Air, Inc., a Florida Corporation, on behalf of, the Corporation. Notary
blic BEAN
M. ALBIN My
Co;nnn Exp. 7/25/97 CoBondedByServiceinsso -
No. CC282337 0
Pa nwR tino a 1.0.
CITY OF SANFORD. FLORIDA
PERMIT NO- 3 1 l DATF q /,?,.;> A k/
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME / i 1 ?, Zgw
ADDRESS OF JOB
77
ELEC. CONTR -Residential Non-residential
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Change of Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 AmR Service ON201Ampandabove
New Commercial ryO<D Amp Service
O
Si g n
I;
i
TOTAL II pl 6 U v C,
Official Waster Electrician
STATE COMPETENCY NO.
gP 0 6
j
STRUCTURAL STEEL CERTIFICATION AFFIDAVIT
STATE OF FLORIDA
SEMINOLE COUNTY
I,
Old Navy Clothing Store
ADDRESS 131 Towne Center Blvd. Sanford, FL 32771
MI.611kYe)ADO rZIlF1'4`i.l:+V 7
TRAT i Aei A STATE 0-O `r LORIDA 9EGiS r. L LNGIiv rit. i HL tE 3Y i:Eit` lip 31
i7iR:.a'T MiE nTT.rTI1Off•TTi:.T,. •CTTT7T• \7'fL+/M! ED 1.47. /I7.i i••n^'% °'Ia ( ii ' ry.-fr
a lia'•i 11ra unilL.r v..a." J tiu.. .- .u.sl r.,±•Y" l' a as ,aiL
APPROVED PLANS AND WITH THE STRUCTURAL PROVISIONS OF THE TECHNICAL
CODES.
OFIARCHITECT OR ENGINEER
AFFIX SEAL HERE)
W1 I - B9 As1Nrr,(.L -
a
NAME OF ARCHITECT/ENGINEER PRINTED
Personally appeared before me, the undersigned authority,
I&A;,-L; A0 6ELl_ , who, after being duly sworn by me say on
oath that they have read the foregoing, and that the matters and things
contained herein are true and correct. Subscribed
and sworn to (or affirmed) before me this `Ta day ai
r I: owr. m . L ofnG'7oF c.2 i 29 l , ::}sL' 1. ^-5?Y`g .f_. has
produced (type -of l 'en P.-acation) . JULIA
L. SOARD My
COMMISSION B CC432 EXPIRES February
13.11" Q
3849omEo
7HRU
M NO INSURANCE. M Name of
Notary typed, printed or stamped
tzs • ..
OCT 2 4 1995
ONSIRUffION, II.
1§
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CITY jOF SAMFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS 131 ;one ( / oy/Ci!
Total Contract Price of Job
Describe Work
Type of. Construction
Number of Stories
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
PERMIT NUMBER CIO -
Total Sq. Ft. 1)60
2_4 tW fin,S - Flood Prone (YES) (NO)
Number of Dwellings Zoning
Comme.cial X Industrial
lease attach printout from Seminole County)
OWNER f-( iS011 fj pCiQ ie
ADDRESS
CITY STATE
TITLE HOLDER
ADDRESS
CITY
BONDING
ADDRESS
CITY
IF OTHER THAN OWNER)
COMPANY
STATE
STATE
PHONE NUMBER
ZIP
ZIP
ZIP
ARCHITECT f Jn e j Cory tvZeal o /l&h ,' f6t?,f14 P
ADDRESS
CITY h n r n STATE .E ZIP
MORTGAGE
ADDRESS
CITY
LENDER
CONTRACTOR
ADDRESS
CITY ZDY1
STATE ZIP
Jp"pasl-:#, /e ms - h^ PHONE NUMBER 3-3/-%y py
6/ ST. LICENSE NUMBER
yJ STATE Z I P 3a 7S)
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 nay 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. 1117)
y ro Z
m
o
o
rt
h
Signature of Owner/Agent & Date Signature o Contractor & Date o
Cn
Type or Print Owner/Agent Name Type Print Contractor's Name o
Z
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D
Ojo-
r
O h
Signature of Notary & Date Signature of Notary & Date
p (Official Seal) (Official Sea
v ` •.• OFFICIAL AL
C\
r MARCIA A. STIVANSON O
My Commission Expires ro
April 14, 1996 •;
a L
L .•ems;• Comm. No. CC 187719 ro
o Application Approved BY: Date:0 7 0Er1rr
Z
FEES: Building "tjJ,Lk-,' Radon Police Fire Q,Lv co
N
Open Space Road Impact. Application
n.
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H
i
o
O PERMIT VALIDATION: CHECK CASH DATE jy iV-C} BY
ro o a
0 " a a
a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
Z a, E•
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
EIRE:DEPARTMENT
FEES FOR SERVICES
gPHONE #: 407-322-4952 /
I,n,
DATE:1 6 ! PERMIT #: I l.0
J I
BU.S,INESS
ADD ESS:
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT S
COMMENTS : ,,7 -S zz5cao ,91
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 furthe services can take place.
Sanford i e Prevention
1 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.
VZ424c—
A5plieants Signature
OLD NAVY CLOTHING STORE
SANFORD, FL.
SEF JOB NO. 25013
TABLE OF CONTENTS
I. Hydraulic Calculations
II. Pipe and fittings
A. See schedule
III. Valves
A. 4" Mueller wafer check valve "A-2102"
B. 6" Mueller N.R.S. gate valve "A-2074-20
C. NIBCO 4" Grooved Butterfly valve "GD1765"
IV. Sprinklers
A. Central Model "A" h" orifice pendant brass finish 165°
V. Fire Department Connections
A. 2 1/2" x 2 1/2" x 4" Elkhart No. 11 Rough Brass
VI. Alarm Devices
A. Potter Waterflow detector VSR-F
B. Potter 6" PBA-1206 Electric Bell
VII. Backflow Preventer
A. Wilkens Backflow Preventor Model 950DA
VIII. Miscellaneous
A. 3 1/2" U.S. gauge "P1590" 0-300 PSI water gauge
B. Globe No. 100 universal beam clamp
C. Globe No. 304 swivel ring hanger
D. Continuous all threaded rod, black (no submittal)
4,,., 6-"
NAVY STORE Drawing Date:1?/''=/'5 10/ 2/'y5 1?:1'3
J.=.b Name:
Lo.:at ion:
Drawinq Date:
Contra.=tor:
HYDRAULIC DESIGN INFORMATION SHEET
NAVY STORE
GATEWAY PLAZA
SANFORD, FLORIDA
lo/2/95
Kelsey Construction
306 E. Princetcn St.
Orlando, Florida
Designer: Steve Elkins
Calculated Py: Spr inki_ALC
CSC Systems 'c Design
C.Dn st r u0_ t i an : Retail
Reviewing Authorities:
Remote Area Number: 2
Telephone:
0s:cupancy: Mercantile
SYSTEM DESI13N
Hazard: System Type:wET
1_:.. d e:
N F P A 1 3 Ordinary II
Area f Sprinkler Operati n 1j6d sq ft Sprinkler or No==le
Density (:gpm/sq ft) o.'' ( AS NOTED
CENTRAL "A" 17/32 ORIFICE
Area per Sprinkler 120 sq f t
1/2 NPT
Hose Allowance Inside 0 gpm:
Huse Outside 250 gpm: 7.8K
Required: 61.0 C . TEST CONNECTIONCULT, T ION SUMMARY
Required: 613 . e psim
WATER SUPPLY
City Mai -
water Flow Test Pump Data Tank cir Reservoir
0
Date of Test N/A Rated Capacity 0 gpm Cap acity apm
Stat i.= Pressure 7'22.0 psi Fated Pressure U.0 psi Elevati_n
Residual Pres 5e.0 psi Elevation
Well
At a Flow of 1300 gpm Make:
Proof F 1-,w 0 gpm
E1 evat ion 0"1 Model
Loy= at i on:
S-_-ur.=e of Information:
SYSTEM VOLUME 226'3 Gallons
N .tes:
NAVY STORE Drawing Date:10/2/95
HYDRAULIC CALCULATION DETAILS
HYDRAULIC
QTY DESCRIPTION LENGTH C ID
10/ 2/95 10:19
Required at Hyd Area 2
1 Pipe 4" 10 12' 120 4,260
1 4" Grvd 90 Ell 10' 120 4.000
1 4" Flngd Butterfly Valve CENTRAL Mo 12' 120 4.000
1 Pipe 6" 10 15' 120 6 ' 357 1
6" Flngd Check Valve Model ^950 DA" CHART LOSS Elevation
Change 1210^ Total
Loss for Required
at BOTTOM OF RISER 2
6" MJ 90 Ell 14' 120 6.000 1
Pipe 6" DI 60' 140 6'280 Fixed
Flow HOSE ALLOWANCE Total
Loss for FLOW
LOSS gpm
psi TOTALS 364
47.3 psi 364
0.4 364
0.4 364
0'5 364
0'1 364
6.8 5.
2 i3'
4 psi 364
60.7 psi 364
0'2 364
0'2 250
gpm 0.
4 psi Required
at TEST CONNECTION 614 61.0 psi Water
Source 72.0' psi static, 58.0 psi residual @ 1300 gpm 614 gpm 68.5 psi SAFETY
PRESSURE 7'5 ps Available
Pressure of 68.5 psi Exceeds Required Pressure of 61'0 psi This
is a safety margin of 7'5 psi or 12 % of Supply Maximum
Water Velocity is 22'4 fps
o
NAVY '_TORE Drawing Date: 10/2/95 10/ 2/95 10: 19
LEGEND
HYO REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open Head r path where Flow Cgpm:? = K x -\ / P
SIZE Nominal size of pipe.
ID Actual internal diameter of pipe
is Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
FITS number of fittings as follows:
90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn '? E11
SPEC_ - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer-.
Pt Total pressure :psi:? at fitting
Pf Friction less (psi) to fitting
where- Pf = 1 x 4.52 x (Q/C)^1.85 / ID"4.37
Pe Pressure due to change in elevation
where Pe - 0.4.JJ33 x change in elevation
Pv Velocity pressure (Psi:)
where Pv = 0.001123 x r?.:...y; ID^-4
Pn Normal pressure :psi:?
where Pn = Ft - Pv
Pdrop Pressure ioEs in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
TS fitting equivalent length from branch tee to open head.
NOTES:
Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
rotund off.
Calculations conform to NFPA 13 edition.
Velocity Pressures are considered on branch lines and cross mains
NAVY STORE Drawing Date:10/2/95 10/ 2/95 10:19
MOTE AREA 42 PAGE 1
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
REF OUTLET
ELEV
D T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 1 FROM HYDRAULIC REFERENCE 51 TO e6 (SUPPLY DRAWING REF' "W")
PATH 2 3'260" 0 0 0" 0.066 0.8 0.8
K =24.24 275.0 120 10 0 1210" 0" 0.0 32.9
PATH 3 3'260" 0 0 710" 0'111 8'8 1'3
K =15.44 363.8 120 10 0 7910^ 0" 0.0 33.1
4.260" 0 0 1010" 0.030 i.4
363.8 120 10 0 4710" 210" 0.9
3.260" 1 0 1510" 0.111 1-8
363.8 120 10 0 1610" 0" 0.0
NAVY STORE Drawing Date:10/2/95 10/ 2/95 10:19
MOTE AREA #2
PAGE 2
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
H Y D RE F OUTLET SIZE 45 PIPE VELOCITY Pt Pt ELE)
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 2 FROM HYDRAULIC REFERENCE 50 TO 64
HEAD 56 26'7 11/41 o o 1010' 16.8 fps 15.= 15'3 2
0.22 gpm/sq ft 1-380" 0 0 0" 0.420 4.2 1.9 1.8 l2
K = 7.80 77.6 120 40 0 1010" 0" 0.0 13.5 11.7 60
140.6 120 10 0 1210" 0" 0.0
PATH 3 FROM HYDRAULIC REFERENCE 52 TO 66
NAVY STORE Drawing Date:10/2/95 10/ 2/95 10 : 19
MOTE AREA #2 PAGE 3
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 3 FROM HYDRAULIC REFERENCE 52 TO 66 CONTINUED
88.8 120 40 0 3019" 0" 0.0
SYSTEM
PIPE LOCATION FITTINGS JOINT
Underground 6" Ductile iron pipe From backf low Mechanical Joint Tylon Slip
Fire to point of ANSI-A21.10 Joint
Protection service
Above 1 1/2" larger shall be Above ground Sprinkline Grooved fittings Rolled
ground Fire Schedule 10 A-135 black Welded fittings Grooved
Protection pipe Welded
Above 2" and smaller shall be Above ground 125 # Cast iron threaded Threaded
ground Fire Schedule 40 A-135 black fittings
Protection pipe
OLD NAVY CLOTHING STORE SOUTHEAST FIRE SPRINKLERS, INC.
SEMINOLE TOWNE CENTER PLAZA
SANFORD, FL. Automatic Fire Protection Contractor
SEFS JOB NO. 25013 P.O. Box 526100, Longwood, F132752, Phone 407-331-7464
3'.7,01 ULL ' l lAFER CHECK VALVES ' `rin"`°
PROTECTION
A-2102: 'Naier Cneck Valve
i
O
i
E
i"
WON
A
Page
FM
PRODUCTS
A-2102: 'Naier Ctiec'k `salve
psi (t207 xPa) Worxing Pressure — 35O psi (2413 :<P3)
Test ?ressure
Listed 3y UnderNnters Laooratones. Inc. and Aooroveo oy ; ac;ory Mutual
Research Corporation.
ARTS ! IST
Catalog
art I MaterialNumberDescriptionMaterial Siane!3rd(
C'N-, Seat ,Ring Cast Bronze AST;41 3-58a
C'N-2 Body Cas; !ron A-! 25 ;
C'N-3 0-Ring (2 req'^) Buna-V ASTM 0-2000
C'N--, C:acoer Cast Bronze I .AST:M 3-38-1
Cw-5 3usning (2 rea'd) Brass ST41 3-16
C'N"a Soring Stainless steei I
iyge 302
iC'N-7 Hinge ?in Stainless stee! Type 303
C':V 3 Seal. Seat Uboef AS 7 M -D-_ O
J
C:V-3' '•J
DIME:VS;0NAL !NFO2MA710N FOR WAF=R C:iE'CX VALVES
I_ DIMENSIONS
Size A i3 C 0 _
In. (mm)I In. (mm)I In. (mm)I In. (mm) In. (MM)j
4 3.75 (95)11.34 (34) 6.88(175) 3.00 (76)14.03 (102)I
0 3.i5 (95) 1.53 (39)) 8.75(222)4.56 (115)16.06 (15µ)I
3 .4.25 (108)I1.92 (a9) 111.00(279)16.00 (152)17.98 '203,1
WAFER CHECK VALVE WE;GHTS
a 5 I 8
i-0 I 15.75 j 22.50 36.50
Xg i.1a j i0.21 i6.5o
WAFER CHECK VALVE ORDERING INFORMATION
Soecify: Quantity, Size and Catalog Numoer.
WAFER CHECK VALVE PARTS ORDERING iNFORMATtON
Soeciiv: Ouartity, Catalog Part Numoer. Part 'dar-e
Numoer of Valve and 'year Date ;r Va
I
I
Mueller Ca. WAFER=CHECK` VALVE: ;.
44,
FIRE PROTECTION PRODUCTS -` 3'-"ti:=tom•_. r.;+l':;ti:'.
Installs oemeen AVSI
51ii. 196i3 flanges
3ronze ;eat ring has rubber
ace ;or eoencaoie c!osure.
Seat is ;ieid-reoiaceaole.
Pressure ;estea. _ach ,,Mue!ler
Wafer C,lecx valve is testea
mice. Once at working
pressure. 175 Psi (1207 :xPa).
Ana again at 350 psi
2413 xPa).
Carresion•resistant '"ronze
snaft "ushings are threaded
into ooav aria seaiea.
Stainiess steel hinge bin ana
spring is ;x,,a strong, has
corros;on• ree ;ong :iie.
Cirrosion•resistant bronze
c!aooer nas maciinea ;ace.
SECTION
N.R.S. RESILIENT SECTION
UL/F SEATT GATE VALVES B-1
FIRE PROTECTION PRODUCTS
IRON BODY
MUELLER" HP" EPDXY
COATING INTERIOR
MODIFIED WEDGE DISC
A-2075-20: Mechanical Joint Ends
with Gasket. Glands.
Bolts and Nuts
Indicator Post Style
Stuffing Box
0'' Ring Seals
2" Square Doerating Nut
A-2075-23: less Accessories
REPLACEABLE RUBBER SEAT
MACHINED SEATING SURFACE
BRONZE STEM AND TRAVELiNG NUT
I" THROUGH 12" SIZES
A-2074-20: Mechanical Joint Ends
with Gasket.
Glands. Bolts
and Nuts
AIANVA Style Stuffing Sox
0- Ring Seals
2" Souare Operating Nut
Not Shown)
A-2074-23: less accessories
4"-12" 200 psi Working Pressure - -,00 Psi Test Pressure
PARTS LIST
9;
Partallo.; Description Materials I Material Standard
G-16 i Bonnet Bolts Stee! ASTM A307 Grace 3 Platec
i G-24
G-26
I Test Plug
I Cab Nut
Cast Iron
Steel
ASTM A126 Class 3
ASTM A307 Grace 3 Platec ;
G-32 Stuffing Box Gasket1
Rea Fiber
Cast Iron
done !
ASTM Al2: Class BG-38
G-41
Wrench Nut
i Stuffing Box Bolt
i
Steel ASTM A307 Grade 3 Plated
G-4112 I Stem
0''
Bronze
I Rubber
CDA .alloy 376
i ASTM 02000G-18
G-49
Stuffing Box Ring
I Stem "0'' Ring Ruober
I
ASTM 02000 !
G-t75 AWWA Style
Stuffing Box'
i
I Cast Iron ASTM A126 Class 3
G-176
G-1 i7
Friction WasherIDiscw/Bronze Bushing
Celcon
Cast Iron
Grade M90-04
ASTM A126 Class 3
G-178 Seat Ring I Rubber ASTM 02000
G-179
G-131
Seat Retaining Screw' I Bonnet Gasket i Stainless Steel
Comosition
1
ASTM 01170 Grade P1i61A
G-182 i Body I Cast, Iron
Cast Iron
ASTM A126 Class 3
ASTM A126 Class B 1G200
G-210
I Bonnet
Stuffing Box Cast Iron I ASTM At26 Class 3
Not shown
DIM8tNS
I Size 1
DIMENSIONS I I ttl" I 12" Ia.. I 6" 8-
A 16.31 20.12 23.25 28.38 1 31.50 i
g 11.00 13.00 I 14.00 16.00 16.60 1
K a.90 7.00 9.15 t t 20 13.30
L 2.50 2.50 I 2.50 2.50 2.50
M 10.00 11.50 11.50 13.00 t4.00
5.00 6.50 6.50 8.00 9.00
I TURNS TO OPEN 14.5 20.5 I 27 1 33.5 1 39. I
iWEIGHTSwithIndicator Post
226 3a0 a12 62
I style stuffing box 164
190 299 1 403 551
less accessories 132
with AWWA style
139 206 309 ai0
I
500
Stuffing box
107 170 268 331 1 331
less accessories 1
All dimensions in inches and weights in pounds.
Note: Standard Mechanical Joint Ends comply with AWWA C111 and ANSI A21 11
See Page B-1.9 for ordering instructions
G-26_
rr
G•38
G.48, P G-210
G•176- T G-32
G-a9>
G•a1
G-2a
G.a2 G•177
G•173 G•200
G•16
Go32 G•181
CU
K -
A
New 5
CEP 95 r1l:M-* i NETHL'S nt P.
N19CO INC.
500 SIMPSON AVENUE
P.O. BOX 1167
ELKHART. IN 413515
219) 295-3000
TWX 810 294-2253 TLX 276151
TO WHOM IT MAY CONCERN:
This letter is to confirm the conve:satzon of May 15, 199I'
taith Brad Hahn, concerning the use of grooved UL/Fu butterfly
valves for outdoor service.
Our G01763-8 grooved butterfly valves a:-e approved for out-
door service.
With authority to. issue this letter. frotrt Brad Haar..
Sincerely,
MARK C9RTER:NISC
I
el
MADE
rIN
BC''OIL AMEPJCA
UL/F 1 grooved butterfly valvegy
Grooved mechanical type - Epoxy coated ductile iron - Extended neck
Elastomer encapsulated disc - UL Listed - Factory Mutual Approved
Accepts internal and external tamper switches
175 PSI Non -Shock Cold Water
California State Fire Marshal Approval No. 7768-1243:101
Approved by New York City Board of Standards and Appeals
MATERIAL LIST
PART SPECIFICATION
1. Uoper Stem Stainless Steel. ASTM A-S82 Type 420
2. Lope, Bushing PTFE Bronze Sintered on Steel
j3. 0" Aing EPOM
4. Body Ductile Iron ASTM A-395 with Eooxy Coating
5. Disc Brass ASTM B-124 with EPOM Encapsulation
6. Lower Bushing PTFE Bronze Sintered on Steel
t+ 0 7. Lower Stem Stainless Steel. ASTM A-382 Type 420
I
S. Locxing ?lug inc ?rated Steel
I i j
I I
9. Nameolate Aluminum
i10. Gear Operator Cast Iron and heel
11. Indicator Flag Cast !ton
0 12. Handwheel Steel
r 31- 7
8 version has two lacldry mounted intemal tamper switches.
Uses 1JIBC0 model rTS3 micro switch. Reler to page 47.
1I i DIMENSIONS - WEIGHTS GD1765-8'
Size A H C 0 E f H J grooved
11 i j 21h2.47 2.87 2.72 .31 .63 3.82 4.13 3.23 i
I 9 3'
3.07 3.50 3.34 .31 .63 3.82 4.41 3.54 4'
4.03 4.50 4.33 .37 .63 4.57 5.31 4.21 6'
6.07 6.63 6.45 .37 .63 5.83 7.90 5.91 r
ii•-
i
8' 7.98 3.63 8.44 .44 .75 5.24 8.03 6.77 N
P 0 R S T U V Weight r
2.87 6.0 7.75 2.56 11.62 3.62 7.812 2.36 22 Ibs 3.
50 6.0 7.75 2.56 12.21 3.62 7.812 2.36 23lbs 4.
50 6.0 7.75 2.36 13.78 3.62 7.812 2.36 27lbs 6.
63 6.0 7.75 2.56 IBM 3.62 7.812 2.36 42 Ibs 3.
63 9.0 7.75 2.56 19.06 3.62 7.312 2.36 47 !bs NOTE:
See page 77 for indicator post accessory. M
NIBCO
INC.. ELK.HART, INDfAlf -
Upright or Pendent
Automatic Sprinkler
manufactured by: Central Sprinkler Comoany
51 .North Cannon Avenue. Lansdale. Pennsvlvania 19446
Product
Description
Technical
Data
The Central Mode! A Upright or Model: A !
Pendent Sprinklers offer the ultimate Style: Upright or Pendent
in aesthetic appeal and advanced _orifice Size l< Factor Thread
cor orate aestgn ,eatures. i h ieyn p ntcue
center strut design which V at9.im.•r:1 2.7, s.a,, rtar,-mot N.P.T. results
in a smaller, more attractive V'16" (tr.I MMI 4.21oo.cs) ttz.: run)[N.P.T• sorinkier
than those manufactured_, - 1r2.; mr'r 5.6'so.oer 1'2" [rz: •-m,N.P.T• With
a more traditional design z" (13.5mc) 7.8 0tt 5-) rr2-.mt) N.PT. approach
The center -strut operating s' (13.3r"r.'71 8.1 itt,.a3r rt9t-tm'N•P•`• mechanism
of the Model A sprinkler Temp. Rating and Frame arm Color: responds
significantly faster than 135:F.57-C Uncolored rnore
traditional mechanisms such as x 16J-cr71=C Uncolored the
3mm glass bulb or link -and -lever. 2120E;1(JI0`C White The
Model A Sprinklers.are 286-'';1=1-C Blue intended
for installation in accordance Approvals: U.L.. U.L.C.. F.M•, M•'-A•, With
current NFRA 13 Standards. \/ C S 1 PCB !see tabular They
are available in a wide variety of information on Page 3.) orifice
sizes, temperature ratings, finishes,
and corrosion resistant Maximum Working Pressure: 175 p.s.i. coatings.
Operation:
A fusible alloy is sealed
into a bronze center strut by a stainless
steel ball. When the alloy meits
at its rated temperature, the ball is
forced upward into the center strut. releasing
the two ejectors and operating
the sprinkler. Unlike most other
sprinkler designs, the alloy is not
exposed to atmospheric conditions
that could affect its proper functioning.
It is also less susceptible to
mechanical damage since there are
no protruding elements, extending
beyond the sprinkler frame. Factory
Hydro Test: 500 p.s.i. Standard
Finishes: brass. chrome plated (
chrome is not V.D.S. Approved
and white paint is U.L. only.)
Coatings:
wax. !ead. or wax -over -lead see
tabular information on page
3.) Pintle:
on deflector for and :"
f32" orifice by Y thread Length:
2'!s" (6o.33mm) (exc!uding pintle) Width:
17/ts" (36.5tmm) (frame arms) Weight:
4.2 oz. (119grams) 8%
7/
1 g 1,
1 /2 ' 0 r 17/
32" Orif
Ice Automatic
Sprinkler
For
soecdic listing requirements see me aoUwu. •• n:
ormation contained in [his broChur?
Cross Section
nnnr4Ai ,a" Uoricht Sprinkler
T
Cross Section
Model "A" Upright Sprinkler
Small Orifice with Pintle)
Cross Section
nnnr+oi "A" Pendent Sprinkler
Design Requirements - Standard Applications
The Model A Upright and Pendent Sprinklers are intendea ;`or
standard area coverages and standard flow and pressure
requirements as specified in current ^!P°' ' 3 Standar^-
U.L.. 'U.L.C. and ' *MEA (N.Y.C.) Cal. No. 375-75-SA Listings Corrosion -Resistant CoatingTemperatureRating (`F) I
Orifice Size and Style
286 lead. wax. wax•over-lead
e" uoright and pendent
212t3 t6' *•'•
286165212 lead. •Nax. wax-over•iead
16" upright and pendent t 135 ....
286t35165212 lead. wax. 'Nax-over-iead
z" upright and pendent 9-86165212
lead. wax. wax -over -lead
32" (x 1/2" thd.) upright and pendent t 65 12 •'ff Ap286 lead. wax. wax over•lead
32.'(x 3/4" thd.) upright and pendent
286- :emperature is not U.L.C. approved with corrosion -resistant coatings. coatings are approved by MEa. No corrosion -resistant F.
lead only.
Listedashightemperature.waxcoatedforinstallationwneremaximumambientceilingtemperaturedoesnotexceed150
F.M. Aporovals
F I Corrosion -Resistant Coatin
Orifice Size and St le Tem erature Ratin
a" uoright
t35 165 212
212
236 lead
wax -over -lead
a" upright ( 212 296 wax
a" uoright j
2" upright and pendent
J5 t65 2'2
2t2
286 lead
wax -over -lead
uoright and pendent i 212 236 waxI
2" upright and pendent
32" (z '/z" Md.) uoright and pendent 135 165 212
21
286 i lead
I
wax -over -lead
3z" (x'/z" thd.) uoright and pendent 7i2 286 wax
i "/;z" (x '/z" thd.) upright and pendent i
35 ti'S 212 296 lead
hz" (x'/_" thd.) upright and pencert 2
I wax -over :ead
32' (x'/s" Md.) uoright and pencent 212 286 1 wax
l;z" (x 3.11" ,hd.) uoright and oendent
LPC8 Listings
Temperature Rating (`F) p
Corrosion -Resistant Coating
Orifice Size and Style
i2" (15 ,nm) uprignt and pendent 135 165 '2
2135165 t2
296
236
j :'-/32' t20 mm) x'!s" -hd. upright and oencert
V.D.S. Listings
Temperature Rating (°F) p
i Corrosion -Resistant Coating
Orifice Size and Style63
5!3" (t 0 mm) pencent 135 16563 312 296
rz•' (15 mm) upright and pendent t
165 212135 286
32. (20 mm) x /+" ,hd. upright and pendent
r& installation
All Central Model A 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 prooer model, style.
orifice size. and temperature rating
prior to installation. Install sorinklers
after the piping is in place to avoid
mechanical damage: replace any
damaged units.
Wet pipe systems must be
protectea from freezing. Reier to the
Central Bulletins on the Model A-1
Dry Pendent Sorinklers for use in dry
pipe sprinkler installations.
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
comoound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed
in the uoright position for upright sryie
sprinklers. and in the pendent
position for pendent sryie sprinklers.
Step 2. Use only a non -hardening
pipe joint compound or Teflon' tape.
Apply only to the male threads
Step 3. Hand tighten the son n.<:E-
into the fitting. Forupright sprinKiers
use a Central Sprinkler Combinaticn
Wrench, and for pendent sorinKiers
use a Central Sprinkler Universal
Wrench, to tighten the unit into ;he
fitting. A leak -tight joint requires oniy
7 to 14 ft.-lbs. of torque; a tancential
force of 14 to 28 lbs. delivered
through a 6" handle will deliver
adequate torque. Torque leveis over
21 ft.-lbs. may distort the orifice seal
resulting in leakage.
For exposed piping systems.:~e
sprinkler should be orientea so tt^e
frame arms are parallel wiih :he
branch line pipe.
Caution: Special care mus: ::e :Kc
when instailing with a CPN/C ::iclr
system. Sorinklers must 'e • = -
after ;he CPVC manuiac%;rer
ornrn rYlPr1!jGr! cC!!'•1^• r..+. r• '
the sprinkler. Special care must be
taken when installing with a copper
system. The sprinkler should be
installed only after the inside of the
sprinkler drops and associated fittings
have been wire brushed to remove.
anv flux. Residual flux can cause
corrosion and can impair proper
sprinkler operation.
Care &
Maintenance
Sprinklers must be handled
carefully. They must not be
transported or stored where ambient
temperature may exceed 100°Fi38°C.
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 oe painted.
coated. plated or aitered 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 coVition of all fire
protection devices and accessories.
The NFPA standard 25 entitled.
Inspection. Testing and i>rlaintenance
of Water -Based Fire Protection
S,vstems", 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 advisable to have sprinkler
systems 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 re -assemble 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.
9^ 1993 Central Sprinkler Company
Printed in U.S.A.
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 the
original configuration, additional
sprinklers should 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.
T o remove the system from service
mode. first refer to the system
operating guice and valve instruction.
Drain water and relieve pressure in the
pipes. Remove the existing unit and
install the replacement. using only the
special sprinkler Wrench. Be certain to
match model. style. orifice. and
temperature raising.
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 nct ooerate but
were subjected to corrosive elements
of combustion or excessive
temoeratures should be insoected,
and replaced if need be. The authority
Having Jurisdiction will detail minimum
replacement requirements and
regulations.
EENTRAL
Central Sprinkler Company
45, N. Cannon Avenue. Lansdale. PA 194,16
Phone (215) 362-07CC
FAX (215) 362-53:.
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.
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
throuchout the J.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.
Conversion Table:
1 inch = =5.100 mm
1 foot = 0.4536 kg
1 foot pound = 1.36 Nm
1 'psi = 6.895 kpa
O.C689 bar
0.0703 kg/cm2
1 U.S. gallon = 3.785 dm'
3.785 liters
Conversions are approximate.
1'U f
711
100
0
r
F
9
6
e
UL
12
9
C
A
B
J:JV _ y_''
10 90°
UL FM
0° 7 ,
EXPOSED
STANDPIPE/AUTO
SPRINKLER
SIAMESE
Elkhart 156 brass wall type siamese connection has two individual
clapper valves. plugs and chains. Escutcheon lettered 'Standpipe."
Auto-Sprk.- or 'Standpipe and Auto-Spkr."
Finish: Polished brass.
Optional: Polished chrome plated.
Specify size and thread:
2,.,2.. x 2,,2" x 4"
21/ " x 2„2" x 6"
Size A B C D E F
21/ x 21.'2 x 4 11'/e 65/e 11 1,6 as'9 12!,s 4/16
21/a x 2'.,z x 5 1 l's 657s 11 °J1y 101311s 124 '61V16
Dimensions .n mcnesl
Elkhart 11 Siamese -Single Clapper. Lightweight. cast brass lettered
Auto-Spkr." One swinging brass clapper valve. Complete with brass
swivels. Threads to local fire department specifications. Plugs and
chains available at extra cost.
Finish: Cast brass.
Specify thread:
Elkhart 18 Three -Way Standpipe Siamese. Independent drop clap-
per valves. Plugs and chains available at extra cost. Threads to
local fire department specifications.
Finish: Body painted red. cast brass trim.
Optional: Polished brass or polished chrome plated trim.
Specify thread:
212"x21.2'xV2"x6"
Elkhart 12 Two -Way Standpipe Siamese. Cast brass standpipe or
sprinkler siamese. Two individual drop clapper valves. Plugs and
chains available at extra cost. Specify lettering: -Standpipe" or
Auto-Sckr." Threads to local fire department specifications.
Finish: Cast brass.
Optional: Polished brass or polished chrome dated.
Specify size and thead:
21/z" x 21/2" x 4"
21/2" x 2V2" x 6"
Size A B C
21/2 x V2 x 4 79/,e 1 15/16
21/ x 2'./2 x 6 10 11 V2 7'!
Dimensions in incnes)
Elkhart 10 90' Two -Way Siamese. Independent drop clapper valves.
Plugs and chains available at extra cost. Specify lettering:
Standpipe" or "Auto-Spkr." Threads to local fire department
specifications.
Finish: Cast brass.
Optional: Polished brass or polished chrome plate.
Specify size and thead:
21/2" x 21/2" x 4"
21/2" x 21, x 6"
Elkhart 29 90° Three -Way Sidewalk Siamese. Cast brass'•vith ince-
pendent drop clapper valves. Plugs and cnains ava(iac(e at 9xv;
cost. Threads to local fire department specdicatiors.
Finish: Cast brass.
Optional: Polished brass or coiisrec
Specifv thread,
2 .. _
CP)* P OTTER
vsR-F
VANE TYPE WATERFLOW
SWITCH WITH RETARD
Potter Electric Signal Company Potter=lectric Signal & Mfg. LTD
2081 Craig Rd.JP. O. Box 28480 1967 Leslie Street
St.Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3
314)873-4321 / (8C0)325-3936 (416) 441-1833
UL & ULC LISTED, FM & LPC APPROVED
U.S. PAT. NO. 3921989
CANADIAN PAT. NO. 1009680
OTHERS PATENTS PENDING
PO TTCR P! F__rTRI('_ Rd__ 1990
GENERAL INFORMATION
The Model VSR-F is a vane type waterflow switch for use on
wet sprinkler systems. It is UL Listed and FM approved for
use on steel oioe; schedules 10 through 40 sizes 2' thru 3'.
LPC approved sizes are 2 1/2' through 8'.
The unit may also be used as a sectional waterflow detector on
large systems.
The unit contains two single pole, double throw, snap action
switches and an adjustable pneumatic retard. The switches
are actuated when a flow of 10 gallons per minute or more
occurs downstream of the device. The flow condition must
exist for a period of time necessary to overcome the selected
retard period.
ENCLOSURE: The unit is enclosed in a general Purpose,
cast aluminum Rousing. The cover is held in place with two
tamper resistant screws which require a special key for ra-
moval. A field installable cover tamper switch is available as
an option which may be used to indicate unauthorized removal
of the cover. See Bulletin 763 for installation instructions of
this switch.
Service Pressure: Up to 450 PSI
Minimum Flow Rate for Alarm: 10 GPM
Maximum Surge: 18 FPS
Contact Ratings: Two sets of S.P.D.T. (Form C)
10.00 Amp. @ 125/250V. AC
2.00 Amp.@ 0-30V. DC Resistive
Conduit Entrances: Two openings for 1/2' conduit
Environmental Limitations: 40°F/1200F, 4.30C/49°C
Caution: inis device is not intanded for applications in explosive
anvironments
Sizes Available: For schedules 10 thru 40 sizes 2' thru 8'
LPC Approved Sizes: 2 1/2—hrough 3'.
Service Use:
Automatic Sorink!er NFPA-13
One or two Family Dwelling NFPA-13D
Resicential Cccupancies up to 4 Stories NFPA-13R
Cantral Station NFPA-71
Local NFPA-7 2A
Auxiliary NFPA-729
Remote Station NFPA-720
Proprietary NFPA-72D
Optional: Cover Tamper Switch Order Stk. No. C09C018
Kit for Outdoor Use: Order Stk. No. t 940C36
INSTALLATION: Sae Fig.2
These devices may be mounted on a horizontal or vertical pipe.
On horizontal pipe they should be installed on the top side of the
pipe where they will be accessible. The units should not be
installed within 6 inches of a fitting which changes the direction
of the waterflow or within 24 inches of a valve or drain.
Drain the system and drill a hole in the pipe using a circular saw
in a slow speed drill. The 2' and 2 1/2' devices require a hole
with a min. dia. of 1 1 /8' to a max. dia. of 1 3/16'. All other sizes
require a hole with a min. dia. of 1 7/8' to a max. dia. of 2 1/16'.
Clean the inside pipe of all growth or other material for a dis-
tance equal to the oioe diameter on either side of the hole.
Roil the vane so that it may be inserted into the hole: do not
bend or crease it Insert the vanes so that the arrow an the
saddle points in the direction of the waterflow. Install the saddle
strap and tighten nuts aitemately to an -eventual 50 ft-lbs.::
torque. See Fig. 2. The vane must not rub the inside cf the
or piny in any way.
A016 '
51-E PAGE
PRINTED IN USA
Z:
p)PnTTFR VSR-F
VANE TYPE WATERFLOW
SWITCH WITH RETARD
RETAROADJUSTMENT: TO DO NOT LSAVECOVER CF.-FCR F1G. 2 FIG. 1 CHANGE TIME %AN XN09 EXTENDEO PERIOD OF T:ME EiNER
OIREC TtON) :CR / SWITCH
TtRMINAL CONNECTIONS DESIRED T!ME:ELAY.tjSE CLAMPING
PLATE TERMINAL THE MINIMUM AMOUNT OF j/9 TIGHTENNUTS RETARO
NEC:3SARY TO Y ALT_RNA i ELY TO AN PREVENT =
ALSE ALARMS. VENTUAL 5OFT.-L3S A •
9• SET . !NG S USUALLY \Q OF TOROUE 1NC
M1NG
aOECUA ET r-s% OVS
C' O
WG +540710.31 CAUTION
AN
UNINSULATED SECTION OF A SINGLE
CONDUCTOR IS NOT PER - MI
I TED TO BE LOOPED AROUND THE
TERMINAL AND SERVE AS TWO
SEPARATE CONNECTICNS. THE '
HIRE MUST BE SEVERED TO SERVE
AS TWO SEPARATE CON- NECTIONS,
T HERE3Y PROVIDING SUPERVISION
OF THE CONNEC- TIONS
IN THE EVENT THAT THE WIRE
BECOMES DISLODGED FROM
UNDER TERMINAL. 1G.
3 U
AL SE_ 7RAtiSFORMER
CR CA-
ERY POWERED OPEN :
N ALARM ' 3;
GNAL'.NG CEVICE TO !
NSTALL. ]RILL A rCLE AS INOICA
T SO: MCUNT
ON P:PS SO ARROW
ON SAOOL- POINTS !
N OIRECTION OF
wATEAFLOw ROLL
PADCLc !N CPPCSI1
ee OIRECTICN OF
WA ERFLOW OIRECTIONCF
WA
T SAFLCW CF
LPC APPgOVAL CF A
T A RETARO SETTING DS
SHALL NOT 3E eX- 5400761-
30 APPROX.
RETARD SETTINGS (IN SEC.) 0
A a C D E 0
10-25 2040 3SSS 50-70 60-90 TYPICAL
ELECTRICAL CONNECTIONS STYLE
3 / CLASS 3 yN0
CF UNE RESISTOR) CICT. (
SE4 NOTE) CLOSEOPEN
ON \ CLOS ALARM
ON
ALARM /
ALARM ALARM !
t
TYPICAL
SNITCH ACTION OPEN
OPJ CLOSE ON ALARM ! •
AUkRM SUPERVISE) !-
OCP SEE
NOTE) ROM
CP__u ONCLOSE ON CONTPCL
AURM At1kRM PANEL
ENO
CF NE
RESISTOR
NOTE: =
0R SUPSRVISED C:
RCJITS SEe-S'MTCH TERMINAL
CONNECTIONS' TO
ADD',- ORAWING AND CAUTION Oc^
nCES NOtE (
FiG.:1. OR
RETURN TO
CONTROL OWG. a5400781.15 NOTES:
1.
The MoCel VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit. while the other
contact is used to operate a local audible or visual annunciator. 2.
A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TEZSTING
The
frequency of testing for the model VSR-F and its as- scciated
protective monitoring system should be in accor- dance
with applicable NFPA Standards and/orthe author- ity
having jurisdiction, but under no circumstances less than
bi-monthly. flow
detection device on the system, application of the VSR-
F is not recommended or advisable. A
minimum flow of 10 gpm is required to activate this device.
54-
provided,
the "Inspectors Test" valve, that is usually lo- IMPORTANT NOTICE ited
at the end of the most remote branch line, should ai- Please advise the person responsible `cr testing of tile ways
be used for Test purposes. Fire Protection System that this system must be tested in If
there are no provisions for testing the operation of the accordance with the "Testing" Instructions 761
PAGE 2 OF 2 A016 og1NTED 1N L
n 1-i -ff.. mP
w,,,
o
BELLS
PBA-AC & PBD-DC
Potter Electric Signal Company Potter Electric Signal & Mfg. LTD
2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street
St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3
314)878-4321 / (800) 325-3936 (416) 441-1833
UL LISTED, FM APPROVED
Sizes Available: 6", 8", and 10"
Voltages Available: 24VAC
120VAC
12VDC (10.2 to 45.6) Polarized
24VDC (20.4 to 31.2) Polarized
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or Outdoor Use (See notes)
400 to 150OF (outdoor use require
weatherproof backbox)
Termination: 4 No. 18 AWG stranded wires
Finish: Red powder coating
Optional: Model BBK-1 weatherproot oacKoox
These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power
consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indooruse, oron a model
BBK-1 weatherproof backbox for outdoor applications.
a
ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION:
Size Voltage Model No. Stk. No. Current (Max.) Typical dB
@ 10 FT.
Minimum dB
@ 10 FT.
6 12VDC PBD126 1706012 12A 85 75
8 12VDC PBD128 1708012 12A 90 75
10 12VDC PBD1210 1710012 12A 92 75
6 24VDC PBD246 1706024 06A 87 75
8 24VDC PBD248 1708024 06A 91 79
10 24VDC PBD2410 1710024 06A 94 79
6 24VAC PSA246 1806024 17A 91 75
8 24VAC PBA248 1808024 17A 94 75
10 24VAC PBA2410 1810024 17A 94 75
6 120VAC PBA1206 1806120 05A 92 82
8 120VAC PBA1208 1808120 05A 99 82
10 120VAC PBA12010 1810120 05A 99 85
Weatherproof backbox model BBK-1 Stk. No. 1500001.
Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as
specified in UL Standard 464. UL temperature range is -30° to 150°F.
Typical dB ratings are calculated from measurements made with a conventional sound level meter anc are indicative cf o:::
levels in an actual installation. --
PRINTED IN USA C502
75.E PACE ^
O'"" BELLS
l PBA-AC & PBD-DC
DIMENSIONS
FIG. 1
FIG. 3
FROM CONTROL PANEL
OR
PRECEDING BELL
BELLS
FIG. 2
WEATHERPROOF BACKBOX
BOX HAS ONE THREADED 1/2' CONDUIT ENTRANCE
DWG. g5400776-30
WIRING (REAR VIEW)
OBSERVE POLARITY ON D.C. BELLS
Note:
Observe polarity to ring D.C. Bells.
Red wires positive (+)
Black wires negative (-)
INSTALLATION
T
DWC. #5400776-30
TO NEXT BELL
OR ENO —OF —LINE
RESISTOR
DWG. #5400776-30
Caution:
When electrical supervision is required
use in and out leads as shown.
1. The bell should be mounted a minum of 8 ft. from the floor or as close to the ceiling as possible.
2. Remove the gong.
3. Connect wiring (see Fig. 3).
4. Mount bell mechanism to backbox.
Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong).
6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in ail
areas as designated by the authority having jurisdiction.
776 PAGE 2 0F 2 C507
0191mm'e'11191A
FEATURES
2 1 /2" TO 10"
Fusion epoxy coated maincase inside and
outside — FDA approved
Stainless steel and bronze corrosion
resistant internal parts
Replaceable seats
Spring loaded, center guided check valves
Entire unit serviceable in -line — No special
tools required
Maximum working pressure 175 PSI
Temperature range 330F to 140OF
Resilient wedge, epoxy coated OS&Y shut
off valves standard
STANDARDS
UL/FM listed, ASSE, CSA, ULC and USC
Approval in process.
WUL
ti 1,
Approved
APPLICATION
The WILKINS Model 950DA Backflow
Preventer has been designed for installation in
potable water lines where a potential health
hazard does not exist.
WILKINS' low head loss makes the device
most suitable where system pressures are low
or where it is important to hold pressure loss to
a minimum.
NOTICE
Proper performance is dependent upon the
user adhering to recommended installation
procedures and by having licensed, qualified
personnel perform regular, periodic inspection
and maintenance. For proper installation,
consult WILKINS' installation and maintenance
manual and prevailing governmental and local
codes.
Two shut-off valves and four test cocks are
provided for testing and maintenance. All
Model 950 Double Check Detector Assembly
Backflow Preventers can be disassembled and
repaired without removing the device from the
line.
Damage to the device could result wherever
water hammer and/or thermal expansion could
cause excessive line pressure. Where this
could occur, a spring check, shock arrestors
and/or pressure relief valves should be
installed downstream of the device.
WARRANTY
WILKINS' Backflow Preventers are warranted
against defects in material and workmanship
for a period of one year from date of shipment
strictly in accordance with WILKINS' Cartificate
of Limited Warranty.
SPECIFICATIONS
FLOW CHARACTERISTICS
9500A 3" & 4"
15
i;
in 3" 4"
v 10
I1L
50
J L I IT I I0
0 100 200 300 400 SW 600 .100
FLOW RATE (U.S. GPM)
15
0
a10
U_
0 5
J
t.L
0
950DA 6" & 8" X.
6"
0 500 1000 1500 2000 2500 3000
FLOW RATE (U.S. GPM)
TYPICAL INSTALLATION
Install with minimum clearance of 12" from floor or
finished grade.
Install with adequate side clearance for testing and
maintenance.
Protect from freezing.
Install adequate support blocks.
if installed in pit or vault consult local codes; provide
adequate drainage
PROTECTIVE
ENCLOSURE
1r MIN.
30" MAX.
SUPPORT
PURPOSE
The WILKINS Model 950 DA Backflow Preventer
prevents contamination of the potable water supply by
backflow from fire protection systems, and detects
costly leaks or unauthorized water usage.
The by-pass line assembly consists of a water meter in
series with WILKINS Model950 Doublecheck Backflow
Preventer.
MATERIALS
All corrosion resistant
Fusion epoxy coated maincase, inside and outside
FDA approved
Stainless steel bolts
Stainless steel springs
Reversible rubber check valve discs
Replaceable seats
Center guided check valves
PRESSURE -TEMPERATURE
Suitable for supply up to 175psi and water temperatures
from 330F to 140°F.
OPTIONS
Suffix (options can be combined)
FS - with flanged strainer
FSC - with epoxy coated flanged strainer
L - less shut-off valves
DIMENSIONS & WEIGHTS
r--
E
c
C — F e
11Coa oWeslo crNa+Ea
SIB I A 3 C 0
asaY I as+Y
ova+ C1CSEol
E I
WPM
WE1G (I.M.
OMY an(mms
211213725 22 to 3.73 t4 11.75 270 168
un 22 10 3.73 22 n.7S 1 US 1 tea
4 1 sons 32 11 is an 19 sat u7
6 I Mn 41 12 SS 29.7S a xs 621
e 1 71.b I e 14 Ti I 29.s 1= 1173
o 1 34.12 se I IS 6 1 AS ;a 1 2271 IWS
a step ahead of tomorrow
PRESSURE REDUCING VALVES • 13ACKFLOW PREVENTERS WILKINS
TEMPERATURE AND/OR PRESSURE RELIEF VALVES REGULATOR DIVISIONBALLVALVES • IRRIGATION VALVES • DIELECTRIC UNIONS
Y" STRAINERS 1747 Commerce Way, Paso Robles. CA 93"6-365+
PERFORMANCE UNDER PRESSURE PHONE: 805/238-7100 FAX: 805/238-57&=
iIL7 j, L -
sc•a
er,, :i'teseee:l:r;r5 the r::cged lass:t.:; .-:c', .em. -
S8S are eSiC re^. :C .vii~s:anc :rie 7,cc%, viC'a:;Cr,
anc uisa:icn irr,erenc in a- , ;l:.raf arnmonia
e;icr,.sr.:. 3ucciied •.vi;h a cc^!ete!y _-as,<e:eC
C^r.:;Ma 7idi9: C35e ar-C •=C3 :nil
e';?c:S J! C::Sc arc Wacer.
i- ,r..r.`-.-;-•:': :... tea, .n'' ,<..,' ..
tti •• •\ t
7-508
Sp=CIr/CA 10NS-
SIZE: -c..
CASE: Crawn steel. cnrome ;:area :inisn
RING: -prawn steel. slio 'it •Ntln SiCe Scre'N5.
creme ;ta(ed'imsn
WINCOW: =iat ;iass -
POINT ER: Aiuminum, adius;acie. ':iacx'in:sn
DIAL 3test..vntte --acKgraund witn :Iacic .-iarXtMgS
tdCVE!nEuT: uiasscut, -Nits stainless steei !ink
ana ;inK rivets
BCURCCN TUBE:.1!6 statniess steei, :oft scicerea
CCNNEC-:CN: '•" ANPT ;.!A, Steel
RANGE: S0. :50, and 40 Psi
ACCURACY: _3-2-3110 of span
1
p0, n ; 590 S
and gauc-as are accroved by aec:cry
mutual ;y;:eat and a its:ed y t-e Urdervricars' .'or
use
on wet or Cri cCrin k!
a.';ys:ems. i'e =t'-30 re:a:CeC "3:! 2:Ce :S^ ed cn :,~
e SPrir. ier head SiCe oj :r,e con;rcl va! 1, ... a cr
sys•em tc ac-r=:sly rtcr,ttcr !ir.e air cr-2 su• tr:~e :
ciiity to ac= :t water .zressure :o'-5C =st Nccn s:?
ac:iva:icr, Ile ?'.3C is •saC cn :`1e - Y*cciy
SiCe or na ys;em —o indicate a raiiaci eaters dress::.re.:,,. ,
v, •et s.s:em, wnere Water is r.. ' °ar .
IeaCS :: all :ir^es. or!y a availa!e :
o .t. s. Sncu!d
ce .:se.:0 ricnimr :oral systam or?ssure ._
e'Cre anc C .• ^ry aCavatiCn. _------ SP-CI
FICA 7iCNS. SIzS. ;1A •.
V. CASE: prawn :
rass.:oiis.nea .`:nisn ZING: :yawn :
rass, 'rc::on'it, totisned :intsn WINDOW: Ac^
rtic OINTER: Bras:.:
tacs'inisn IAL: Brass.
wntte':acxgrdund Ntt i 'liar-,( marKtn,s ACVE.ME?
JT: Bras"+ BCUROCN .8`.
z'jasonor --rani_.:oil Sa:cerea C--NNEC-:
CV: ..P? _`.1,:rass RANGE: ?1590—)--
0 :st R t
5i30-3-d0. varcec - 1 of :=
an :-!dciies 0 :::A,:
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0
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21,03 APPROVALZ:
110
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lt'6AMTITYI S'ZS SAC4 NUMBER 4UMaE-*4 A :
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77777.77 SA=
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mumeEl cuANTIT'
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75 Zoe-:01 164 ;
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i)PAOVAIS=-DF-:;At. 3pSC:,icA rcN 4vw.;,. I,- t (r-Plj Ct.MAMUi;AC7-L;,4 EAS TAHOAACILL; nCN SCC:r--Ty %ASS -Sp" I rrpS u)
PPqOVA—.
3V60
CITY OF SANFORD. FLORIDA
PERMIT NO— DATE,
THE UNDERSIGNED HEREBY APPLI"R A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME F_4a. n
ADDRESS OF JOB / 3) T ie)At F cLc-&rzx /O-yd
ELEC. CONTRIA I! EGTQ tG Residential —Non-residential
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Change of Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Amp Service
201 Amp and above
New Commercial 4oz, Amp Service
Application Fee
I
i
TOTAL II
By signing this application I am stating I will be in compliance with the NEC including Article 110, Section 110.9 and 110.10.
641
Building Official
11 aster Electrician
STATE COMPETENCY NO.
Zrc oC a 9/3
Royal Electric Company
RE Of Central Florida, Inc. STATE CERTIFIED ELECTRICAL CONTRACTOR
LICENSE NUMBER EC0000913
645 NEWBURYPORT AVE., STE. 1000 ALTAMONTE SPRINGS, FL 32701- 2740 (407) 834-2345
P.O. BOX 4266 WINTER PARK, FLORIDA 32793-4266 FAX 834-1777
lD-1D-q.5
DATE)
To whom it may concern.
l Blake E. Ferguson. authorize the person bearing this letter. whose name and signature are below, to act as my agent in filing
application. signing application, and any and all administrative steps necessary for the purposes or approvals for obtaining pernuts.
as needed for:
My State of Florida Electrical Certification Number is EC 0000913.
Sincerely.
Blake E. Ferguson, President
signature of authorized person
printed name of authorized person: C'hw.!5 4z.,7
State of Florida, County of
The foregoing instrument was acknowledged before me this 10'j@ y ; 1995 by Blake E. Ferguson.
President of Royal Electric Co of Central Florida, Inc., a Florida corpora on, on behalf of the corporation who is personally known
to me.
PATRICIA A. SMITH
Notary Public, State of Florida
signature ot'Notary) My comm. expires Nov. 6, 1995
p% No. CC 158547
ct 1%'" 1 L r d 6 5m / (printed name of Notary) Bonded Thru General Ins. Und.
State of Florida Notary Public Commission Number expiration date
Aw:
Whole Building Performance Method for Commercial Buildings
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME OLD NAVY
ADDRESS: 13r—TOWNE CENTER BLVD
SANFORD, FLORIDA_
OWNER: FAISON
AGENT:
Form 400A-94
PERMITTING OFFICE:
Sanford
CLIMATE ZONE: 5
PERMIT NO: 1,1 _`
JURISDICTION NO: 691500
BUILDING TYPE: _Mercantile (Retail)
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Shell Building
CONDITIONED FLOOR AREA: _13050 NUMBER OF ZONES: 1
MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 15
COMPLIANCE CALCULATION:
METHOD A DESIGN CRITERIA RESULT
A. WHOLE BUILDING
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING
LIGHTING CONTROL REQUIREMENTS
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER
IPLV
HEATING EQUIPMENT
1. COP
AIR DISTRIBUTION SYSTEM INSULATION
1. With Insulated+Roof
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
49.65 100.00 PASSES
360.00 4000.00 PASSES
PASSES
8.50 8.50 PASSES
8.40 7.50 PASSES
3.00 2.90 PASSES
LEVEL
6.00 6.00 PASSES
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Efficiency Cod .
PREPARED BY: ,i'
DATE: a 9/i5
I hereby certify that this building is
in compliance with thp, FLorida Energy
Efficiency Co
OWNER/AGENT': Q
DATE: 1 i e.
I hereby certify(*) that the system
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, Flor' a Sta`tu es.- /
BUILDI OFFICIAL:
DATE: -/S A `
design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT :
MECHANICAL:
PLUMBING
ELECTRICAL:
LIGHTING
Signature is required where Florida law requires design to be performed
by registered design professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed/sealed plans.
BUILDING INFORMATION COMPLIANCE
CHECK
401.------GLAZING--ZONE 1------------------------------------------------- v-
Elevation Type U SC VLT Shading Area(Sgft)
West Commercial 1.06 .7 .7 Continuous Ove 616
West Commercial 1.06 .7 .7 Continuous Ove 130
Total Glass Area in Zone 1 = 746
Total Glass Area = 746
402.------WALLS--ZONE 1------------------------------------------------
Elevation Type U Added R Gross(Sgft)
East Hvywt. Concrete Wall + 8" Concre 0.490 3.2 1530
West Frame Wall + 3" InS. 0.081 0 784
South Hvywt. Concrete Wall + 8" Concre 0.490 3.2 621
Total Wall Area in Zone 1 = 2934
Total Gross Wall Area = 2934
403.------DOORS--ZONE 1------------------------------------------------
Elevation Type U Area(Sgft)
West .625 GLASS .65 91
East 1-3/8 Wood Door -Solid core flush 0.39 21
Total Door Area in Zone 1 = 112
Total Door Area = 112
404.------ROOFS--ZONE 1------------------------------------------------
Type Color U Added R Area(Sgft)
Steel Sheet with 1" Insulation Medium 0.213 8 13050
Total Roof Area in Zone 1 = 13050
Total Roof Area = 13050
405.------FLOORS-ZONE 1------------------------------------------------
Type R Area(Sgft)
Slab on Grade/Uninsulated 0 0 13050
Total Floor Area in Zone 1 = 13050
Total Floor Area = 13050
406.------INFILTRATION --------------------------------------------------
1CHECKInfiltrationCriteriain406.1.ABC.1 have been met.
407.------COOLING SYSTEMS-----------------------------------------------
Type No Efficiency IPLV Tons
1. Air Cooled ( >= 65,000 Btu/h 3 8.5 8.4 15.45
408.------HEATING SYSTEMS-----------------------------------------------
Type No Efficiency BTU/hr
1. Air Source (>= 65,000 Btu/h) 3 3 180000
409.------VENTILATION ---------------------------------------------------
1CHECKVentilationCriteriain409.1.ABC.1 have been met.
410.-----AIR DISTRIBUTION SYSTEM----------------------------------------
AHU Type Duct Location R-value
1. Split / PTHP Air-to-air Heat With Insulated Roof 6
411.-----PUMPS AND PIPING -ZONE 1---------------------------------------
Type R-value/in Diameter Thickness
412.-----WATER HEATING SYSTEMS -ZONE 1 ----------------------------------
Type Efficiency StandbyLoss InputRate Gallons
413.-----ELECTRICAL POWER DISTRIBUTION----------------------------------
CHECKMeteringcriteriain413.1.ABC.1 have been met.
Transformer criteria in 413.1.ABC.2 have been met.
414.-----MOTORS --------------------------------------------------- -----
Motor efficiencies in 414.1.ABC.1 have been met.
415.-----LIGHTING SYSTEMS -ZONE 1 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)
Type D(Gen 1 On/ 20 26100 13050
Total Watts for Zone 1 = 26100
Total .Area for Zone 1 = 13050
Total Watts = 26100
Total Area = 13050
ICHECK.
Lighting criteria in 415.1.ABC have been met.
16. HVAC load sizing has been performed. (407.1.ABC.1)
17. Duct sizing and design have been performed. (410.1.ABC.1.2)
18. Testing and balancing will be performed. (410.1.ABC.4)
19. Operation/maintenance manual will be provided to owner.(102.1)
Whole Building Performance Method for Commercial Buildings
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME OLD NAVY
ADDRESS: )TOWNE CENTER BLVD
SANFORD, FLORIDA
OWNER: FAISON
AGENT:
BUILDING TYPE: _Mercantile (Retail) _
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Shell Building
CONDITIONED FLOOR AREA: _13050
MAX. TONNAGE OF EQUIPMENT PER SYSTEM:
COMPLIANCE CALCULATION:
Form 400A-94
PERMITTING OFFICE:
Sanford
CLIMATE ZONE:
PERMIT NO:
JURISDICTION
15
q — =w' c
NO: 691500
NUMBER OF ZONES: 1
METHOD A DESIGN CRITERIA RESULT
A. WHOLE BUILDING 49.65 100.00 PASSES
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING 360.00 4000.00 PASSES
LIGHTING CONTROL REQUIREMENTS PASSES
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER 8.50 8.50 PASSES
IPLV 8.40 7.50 PASSES
HEATING EQUIPMENT
1. COP 3.00 2.90 PASSES
AIR DISTRIBUTION SYSTEM INSULATION LEVEL
1. With Insulated Roof 6.00 6.00 PASSES
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance.with the
Florida Energy Efficiency Code.
PREPARED BY:
DATE: !44 7_1 I I
I hereby certify that this building is
in compliance with the Flor a Energy
Efficiency Code
OWNER/AGEN :
DATE:
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, F1 da Stat tes..,'
1
BUILDING OFFICIAL: D A tjx^_
DATE: L S
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT :
MECHANICAL:
PLUMBING
ELECTRICAL:
LIGHTING
Signature is required where Florida law requires design to be performed
by registered design professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed/sealed plans.
BUILDING INFORMATION COMPLIANCE
CHECK
401.------GLAZING--ZONE 1------------------------------------------------- v-
Elevation Type U SC VLT Shading Area(Sgft)
West Commercial 1.06 .7 .7 Continuous Ove 616
West Commercial 1.06 .7 .7 Continuous Ove 130
Total Glass Area in Zone 1 = 746
Total Glass Area = 746
402.------WALLS--ZONE 1------------------------------------------------
Elevation Type U Added R Gross(Sgft)
East Hvywt. Concrete Wall + 8" Concre 0.490 3.2 1530
West Frame Wall + 3" InS. 0.081 0 784
South Hvywt. Concrete Wall + 8" Concre 0.490 3.2 621
Total Wall Area in Zone 1 = 2934
Total Gross Wall Area = 2934
403.------DOORS--ZONE 1-------------------------------------------------
Elevation Type U Area(Sgft)
West .625 GLASS .65 91
East 1-3/8 Wood Door -Solid core flush 0.39 21
Total Door Area in Zone 1 = 112
Total Door Area = 112
404.------ROOFS--ZONE 1------------------------------------------------
Type Color U Added R Area(Sgft)
Steel Sheet with 1" Insulation Medium 0.213 8 13050
Total Roof Area in Zone 1 = 13050
Total Roof Area = 13050
405.------FLOORS-ZONE 1------------------------------------------------
Type R Area(Sgft)
Slab on Grade/Uninsulated 0 13050
Total Floor Area in Zone 1 = 13050
Total Floor Area = 13050
406.------INFILTRATION --------------------------------------------------
Infiltration Criteria in 406.1.ABC.1 have been met. (
CHECK
407.------COOLING SYSTEMS-----------------------------------------------
Type No Efficiency IPLV Tons
1. Air Cooled ( >= 65,000 Btu/h 3 8.5 8.4 15.45
408.------HEATING SYSTEMS-----------------------------------------------
Type No Efficiency BTU/hr
1. Air Source (>= 65,000 Btu/h) 3 3 180000
409.------VENTILATION ---------------------------------------------------
CHECK
Ventilation Criteria in 409.1.ABC.1 have been met.
410.-----AIR DISTRIBUTION SYSTEM----------------------------------------
AHU Type Duct Location R-value
1. Split / PTHP Air-to-air Heat With Insulated Roof 6
411.-----PUMPS AND PIPING -ZONE 1---------------------------------------
Type R-value/in Diameter Thickness
412.-----WATER HEATING SYSTEMS -ZONE 1 ----------------------------------
Type Efficiency StandbyLoss InputRate Gallons
413.-----ELECTRICAL POWER DISTRIBUTION----------------------------------
CHECKMeteringcriteriain413.1.ABC.1 have been met.
Transformer criteria in 413.1.ABC.2 have been met.
414.-----MOTORS --------------------------------------------------- -----
Motor efficiencies in 414.1.ABC.1 have been met.
415.-----LIGHTING SYSTEMS -ZONE 1 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)
Type D(Gen 1 On/ 20 26100 13050
Total Watts for Zone 1 = 26100
Total Area for Zone 1 = 13050
Total Watts = 26100
Total Area = 13050
ICHECK
Lighting criteria in 415.1.ABC have been met.
16. HVAC load sizing has been performed. (407.1.ABC.1)
17. Duct sizing and design have been performed. (410.1.ABC.1.2)
18. Testing and balancing will be performed. (410.1.ABC.4)
19. Operation/maintenance manual will be provided to owner.(102.1)
APPLICATION -F(YR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DATE 6 1 PERMIT NO.( lL
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
YItA p_WQ.Ia
OWNER
ADDRES
NATURE OF WORKw
qb Lt neuLl -P.,
LEGAL DESCRIPTION
G._
APPLICANT'S NAME }Qr No, 10f10. Iqh c AS Qr
APPLICANT'S ADDRESS 101-1 l a4o , FL.
APPLICANT'S PHONE NUMBER
VALUATION r,pQ' FEE V (.J
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
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.
Bui ding Of cial Applicant's Signature
State No. E,)O00000s
INTERNATIONAL
SIGN & DESIGN
CONTRACTORS AUTHORIZATION FORM
ROM: Will Griffin (Qualifier)
INTERNATIONAL SIGN & DESIGN CORPORATION
10831 Canal Street
Largo, Florida 34647
10831 Canal Street, Largo, FL 34647
Phone: Largo (813) 541.5573
Tampa (813) 229-8881
Facsimile: (813) 544-7745
I hereby authorize Ann Schmersal to apply for and obtain sign
permits from the Building Department of
o 8i P\.OQ\i Gotk\rg C .
s
so-ngorC \ VP 3 -,
S i 0 n e d : 4x (
I certify that the above authorized person is employed by our
firm and understand that I am fully responsible and liable
for all acts performed under said permits.
DATE:
SignR£uf/e
William H
President
ES0000003
State of Florida
County of Pinellas
Subscribed and sworn to before me
this day of 1995.
Notary Public
Qualifier
riff in
My commission expires
LINDA M. LADONTE
Notary Public, State of Florida
My Camm. Expires Auq. 24, 1996
No. PC218658
CITY OF SANFORD. FLORIDA
PERMIT NO. DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
Cs e wc
OWNER'S
ADDRESS OF
ELEC. CONTRA 1`Qrn .Gf t tt /` Residential Non-residentiaj_
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration. Addition Repair
Change of Service Residential
Commercial
Mobile Home
Factory Built housing
New Residential 0-100 Amp Service
101-200 Am Service
201 Amp an a ove
New Commercial Amp Service
Application Fee
I'
1
TOTAL II
By signing this application I am stating 1 will he in compliance with the NEC including Article``110. Section 110.9 and 110. 10.
1 CX1 , "4b_,Qe—=—;-
ng O eel Matter Electrician
STATE COMPETENCY NO.fSoccW0
LETTER OF AUTHORIZATION
August 29, 1995
TO WHOM IT MAY CONCERN:
This letter authorizes INTERNATIONAL SIGN & DESIGN CORPORATION to
manufacture and install signs and/or awnings at the following location:
Old Navy Clothing Company
Gateway Plaza
Sanford, Florida
INTERNATIONAL SIGN & DESIGN CORPORATION is also authorized to secure
permits and varianc?s required by the local governing body.
C4dg B chanan
Development Manager
Florida Retail
Notary Public
County of
State of
My Commission ExUUirr gKARENABRAIIr3 PlITa
Notary Public, State of FloridaMyComm. Expires March 24, 1998Comm. No. CC358937
225 East Robinson Street Suite 500 Orlando, Florida 32801
Telephone:407/425-9700 Facsimile:407/425-3167
9661153E I
I IL
DA
SILCOX ENGINEERING, INC.
Post Office Box 8574
TAMPA, FLORIDA 33674-8574
813) 238.9755
SHEET NO. OF `
r
CALCULATED BY ' DATE
CHECKED BY DATE
PRM12C1.1p0SbtR)Mj(PtlOtE)O..Gmlon Yas.011)I. To Oft POE TOLL WE I-0O M-63M
ilk,
08-21-95 16
AA Fv FXHIBi,r A
LEGAL DESCRIPTION OF SHOPPING CENTER
Lots 2, 3 and 6 and Tracts A, B, C and D of the Plat of
Gateway Plaza Shopping Center, as recorded in Plat Book
49, Pages 24 through 36, Public Records of Seminole
County, Florida.
BZTLM
6061.051
8 September 1995
City of Sanford
Building Department
Post Office Box 1778
Sanford, Florida 32772
Re: Gateway Plaza
Old Navy and Retail Shops
To whom it may concern:
As indicated on the drawings for the above referenced projects, plumbing within the shell building
limits will not be provided under this -scope of work. Plumbing (i.e. sanitary sewer and potable
water) will be provided as part of the tenant improvements under separate contract and permit.
If you have any questions or concerns regarding the above, please feel free to call.
Sincerely,
THE SCOTT PARTNERSHIP
ARCHITECTURE INCORPORATED
Robert A. Gualtieri
Principal
cc: Rick Gutierrez, Faison
Garry Cagle, Kelsey
RG:ms
1900
Summit
Tower
Blvd
Suite
260
Orlando
FL
32810
407 660 2766
Fax 407 875 3276
SL # AAC 001155
Report of
Preliminary Geotechnical Investigation
GATEWAY PLAZA SHOPPING CENTER/
OLD NAVY SHOPS
Seminole County, Florida
GEC Project No. 539G
Geotechnical and
Environmental Consultants, Inc.
Report of
Preliminary Geotechnical Investigation
GATEWAY PLAZA SHOPPING CENTER/
OLD NAVY SHOPS
Seminole County, Florida
GEC Project No. 539G
Geotechnical and
Environmental Consultants, Inc.
April 6, 1994
FCD-Gateway, Ltd.
Faison Associates
1900 Interstate Tower
121 West Trade Street
Charlotte, North Carolina 28202-5399
Attention: Mr. Coy Shields, P.E.
Subject: Report of Preliminary Geotechnical Investigation
GATEWAY PLAZA SHOPPING CENTER/OLD NAVY SHOPS
Seminole County, Florida
GEC Project No. 539G
Dear Mr. Shields:
Geotechnical and Environmental Consultants, Inc. (GEC) is pleased to present this Report of our
Preliminary Geotechnical Investigation for the above -referenced project. This study was
performed in general accordance with our Proposal No. 758G dated January 25, 1994. In
addition, you authorized two additional Standard Penetration Test (SPIT) borings in Outparcel "E"
in a telephone conversation on March 24, 1994. The purposes of this preliminary study were to
explore subsurface conditions at the site and to use the data obtained to develop preliminary
geotechnical recommendations regarding the proposed site development. GEC is presently
completing environmental studies for this site.
In summary, based on the results of the preliminary geotechnical investigation, the site generally
appears suitable for support of the proposed structures on conventional shallow foundations,
assuming no unusually high column loads are anticipated for this project. It appears that routine
site preparation including clearing of surface vegetation, subgrade proofrolling, and structural fill
compaction will be required for support of pavements and structures. Removal of subsurface
irrigation/drainage systems which are present will also be required. Due to the relatively high
groundwater levels encountered in the hand auger borings performed in the proposed retention
pond areas, it appears that the ponds should be designed as wet detention facilities with bleed -
down devices to recover stormwater volume to meet the regulatory requirements.
100 West Washington Street, Orlando, Florida 32801-2315 • 407/420-1010, FAX 407/420-1060 -
GEC Project No. 539G
Page 2 - April 6, 1994
GEC appreciates the opportunity to provide these preliminary geotechnical services to you and
we look forward to being of continued service to you on this and future projects. If you should
have any questions regarding the contents of this report, please do not hesitate to contact us.
Sincerely,
GEOTECHNICAJ AND ENVIRONMENTAL CONSULTANTS, INC.
9/7/95
Davie J. Bass, P.E.
Project Manager
DJ13/I3PIM710.
cc: Mr. Pat Callaway, Hardy & Callaway
Bryant P. Marshall, P.E.
Chief Engineer
GEC Project No. 539G
Page 1 - April 6, 1994
SITE AND PROJECT DESCRIPTION
The subject site is located in Section 29, Township 19 South, Range 30 East, Seminole County,
Florida. More specifically, the site is located on the south side of State Road 46, east of
Interstate Highway 4 near the southeast corner of the intersection of State Road 46 and Oregon
Avenue near Sanford, Florida. The site is approximately 29.8 acres in size and has historically
been used for agricultural use (vegetable farming), and is currently being used for cattle pasture
land. A subsurface irrigation/drainage system is present on the site. The extent of this system
is not known. In general, surface topography slopes gently from the southwest to the northeast.
There are currently two structures on site, including an abandoned residential structure along
State Road 46 and a metal frame storage structure located near the southern end of the property.
The site is adjacent to the Seminole Town Center, a large regional shopping mall currently under
construction. Plans for the subject site include construction of a shopping center with possible
anchor tenants Service Merchandise and Toys-R-Us. Final site grades have not been established
at this preliminary stage of the project. Figures 1 and 2 in the Appendix shows the site location
and surrounding area.
PRELIMINARY SUBSURFACE EXPLORATION
For this preliminary study, GEC explored subsurface conditions at the site by drilling eight
Standard Penetration Test (SPT) borings (B-1 through B-8) to depths of 20 to 25 feet below
ground surface within the proposed preliminary building footprints. In addition, fifteen, 5 foot
deep hand auger borings were performed throughout the proposed parking and stormwater
retention areas. The approximate locations of these borings are shown on Figure 2. The
borings were located in the field by estimating distances from prominent site features and
estimating right angles since field survey control was not available for this preliminary study.
Therefore, boring locations shown on Figure 2 should be considered approximate.
Our drilling crew performed Standard Penetration Tests continuously in the SPT borings to a
depth of 10 feet and at 5 foot depth intervals thereafter. A GEC Engineering Technician
supervised the drilling operations and examined and visually classified the soil samples.
Representative portions of each sample were packaged and sealed for transportation to our
laboratory for further examination and visual classification by a geotechnical engineer. Water
levels were measured in the boreholes at the time of drilling and again after at least 24 hours
to evaluate the depth to groundwater.
GEC Project No. 539G
Page 2 - April 6, 1994
GENERAL SUBSURFACE CONDITIONS
Subsurface conditions encountered in the SPT and hand auger borings are shown on Figures 3
through 5 in the Appendix. The descriptions of the soils encountered in the borings are based
on visual examination and are accompanied by the Unified Soil Classification Symbol (SP-SM,
etc.). Stratification boundaries between soil types should be considered approximate since the
actual transition is often gradual. Furthermore, other subsurface conditions and soil types may
exist at areas other than those explored by the borings performed for this preliminary study.
The borings performed for this preliminary study typically encountered sands with varying
amounts of silt and clay to the boring termination depths of 20 to 25 feet below ground surface.
No significant amounts of muck or highly organic soils were encountered at the boring locations.
One notable exception to this profile was the existence of a sandy clay (CL) layer encountered
approximately at depths of 8 to 10 feet at Borings B-6, B-7, and B-8.
In general, the relative density of the soils ranged from loose to medium -dense throughout the
soil profile. However, in some of the borings (B-1, B-2, and B-4), a very loose zone was
encountered at depths of 15 and 20 feet below ground surface. This very loose zone was found
at Boring B-5 at the 20 foot depth. Please refer to Figures 3 and 4 in the Appendix to obtain
more specific information regarding subsurface conditions at the SPT boring locations.
Groundwater was encountered in the borings at depths ranging from about 1.2 to 4.5 feet below
existing ground surface, depending on topography and proximity to drainage features. We note
that these groundwater levels may be influenced by many things including an extensive irrigation
system which is still in place on the subject property, a large drainage canal which traverses the
site, and on -going dewatering from construction at the adjacent Seminole Town Center mall.
At this site, in the predevelopment condition, average seasonal high groundwater levels are
estimated to be approximately 1 foot below existing ground surface.
SOIL SURVEY REVIEW
GEC reviewed information contained in the USDA Soil Conservation Service (SCS) Soil Survey
of Seminole County, Florida, regarding surficial soil types on this property (see Figure 1). The
predominant soil type indicated by the Soil Survey on the subject site are the Myakka and
EauGallie fine sands. These soils are nearly level and poorly drained sandy soils and are
typically found on broad plains on the flatwoods. The soils are characterized by being sandy
to a depth of approximately 80 inches. No surficial organic soils on the subject site were
indicated by the Soil Survey. During most years, these soils have a seasonal high water table
within 12 inches of the ground surface for one to four months of the year, per the SCS Soil
Survey.
GEC Project No. 539G
Page 3 - April 6, 1994
CENTRAL FLORIDA GEOLOGY
Central Florida geologic conditions can generally be described in terms of three basic
sedimentary layers. The near -surface layer is primarily composed of sands containing varying
amounts of silt and clay. These sands are typically underlain by a layer of clay, clayey sand,
phosphate and limestone which is locally referred to as the Hawthorn formation. The third layer
underlies the Hawthorn formation and is composed of limestone. The thickness of these three
strata varies throughout Central Florida. In general, the surficial sands typically extend to
depths of 40 to 70 feet while the Hawthorn formation ranges from nearly absent in some
locations to thicknesses greater than 100 feet.
The groundwater hydrogeology of Central Florida can be described in terms of the nature and
relationship of the three basic geologic strata. The near -surface sand stratum is fairly permeable
and comprises the water table (unconfined) aquifer. The limestone formation, known as the
Floridan Aquifer, is highly permeable due to the presence of large interconnected channels and
cavities throughout the rock. The Floridan Aquifer is the primary source of drinking water in
Central Florida. These two permeable strata are usually separated by the relatively low
permeability clays of the Hawthorn formation. The amount of groundwater flow between the
two aquifer systems is dependent on the thickness and consistency of the Hawthorn clay
confining beds which, as previously stated, varies widely throughout Central Florida.
SINKHOLE RISK
The geology and hydrogeology described above can be conducive to collapses of the ground
surface resulting in circular depressions known as "sinkholes." Sinkholes usually occur in
Central Florida due to the downward movement of the near surface sands through openings in
the Hawthorn formation into the limestone cavities. This process can be likened to the
movement of sand through an hourglass. Sinkholes are most likely to occur in areas where the
Hawthorn formation is thin or absent, allowing free downward movement of sands into the
limestone. Groundwater also flows freely from the surficial aquifer into the Floridan aquifer
when the Hawthorn formation is thin or breached, and this phenomenon is called recharge.
Therefore, high recharge areas are typically prone to sinkhole activity. The Sanford area is
generally considered a low recharge area to the Floridan Aquifer and, therefore, is a relatively
low sinkhole risk area when compared to the background risk in Central Florida.
PRELFAINARY CONCLUSIONS AND RECOMMENDATIONS
The following preliminary conclusions and recommendations are based on the project
characteristics previously described, the data obtained during this preliminary study, and our
experience with similar subsurface conditions on construction projects. We note that the
preliminary conclusions contained herein are not to be used for final design purposes as a more
GEC Project No. 539G
Page 4 - April 6, 1994
detailed subsurface exploration will need to be undertaken once final building locations and
grades have been established.
On the basis of the soil conditions encountered in the borings for this preliminary study, it
appears that the proposed Gateway Plaza shopping center can be constructed on a system of
conventional shallow foundations. During the routine site preparation phase of the project, the
existing drainfield irrigation system should be removed in its entirety. We note that there is a
very loose zone at several of the boring locations at depths of approximately 15 to 20 feet below
ground surface. However, based on typical footing sizes for buildings of this size, the loads
from these footings will probably not stress this loose zone and, therefore, would not be
considered a significant contributor to building settlement. Furthermore, we are assuming at
least 2 to 3 feet of fill will be placed on site and heavily proofrolled prior to foundation
construction to bring the site to final site grade. This will help to pre -settle loose soils prior to
foundation construction. Upon routine site preparation and fill placement, net soil bearing
pressures on the order of 3,000 pounds per square foot (psf) would be appropriate for
preliminary design of shallow foundation systems.
Once preliminary foundation design plans become available, GEC will need to perform a final
geotechnical investigation and analysis including evaluation of total and differential settlements
for shallow foundations. If unusually high column loads are anticipated from this project, then
special site preparation techniques may need to be employed in the areas where the very loose
soil zones exist.
It appears that typical pavement sections using either a limerock or soil cement base should be
adequate for pavements at this site upon routine site preparation. As stated previously, we
recommend locating and removing the existing drainfield irrigation system prior to construction.
Depending on final grades and seasonal high groundwater levels, underdrains may be necessary
to maintain a minimum 1 foot separation between the bottom of the base course and the seasonal
high groundwater level. However, no highly organic soils were found in our shallow hand auger
borings performed in the parking areas and it does not appear that special site preparation
techniques will need to be employed for construction of typical pavement sections.
Based on the relatively high groundwater levels encountered for this study, it does not appear
that stormwater recovery through natural infiltration will be feasible to meet regulatory
requirements. For that reason, wet detention facilities incorporating bleed -down devices will
be necessary to adequately recover stormwater volumes. However, once final stormwater
system design information becomes available, we would be happy to provide testing and analyses
necessary for the design team.
FOR w w DO
USGS QUADRANGLE MAP
SCS SOIL SURVEY MAP SCALE: 1 " = 2000' (APPROXIMATE)
SCALE: 1 " = 1000' (APPROXIMATE)
l000 0 2000 FT. -"
500 0 1000 FT.
PREPARED FROM:
USGS SANFORD, FLA. QUADRANGLE MAP
ISSUED 1965
OUTPARCEL 'E'
SEMINOLE COUNTY MAP UNIT LEGEND:
9 — BASINGER ABD DELRAY FINE SANDS
11 — BASINGER AND SMYRNA FINE SANDS, DEPRESSIONAL
18 — MALABAR FINE SAND
20 — MYAKKA AND EAUGAWE FINE SANDS
29 — ST. JOHNS AND EAUGAWE FINE SANDS
34 — URBAN LAND, 0 TO 12 PERCENT SLOPES
PREPARED FROM:
SOIL SURVEY OF SEMINOLE COUNTY, FLA.
PROPOSED FUTURE
TOWN CENTER BLVD.
PROJECT NO.: 539G
3-10-94
CHECKED BY: D.J.B.
DRAWN BY: S.K.R.
PHOTOREVISED 1988
SECTION: 39
TOWNSHIP: 19 SOUTH
RANGE: 30 EAST
i Lake °
Monroe
24 20
NARC S a
cc2:,; St
Josephs 15
42
29
27
A
MM
SMITH-4' -------':° , f
30 49
s •
q ; s SUBJECT
SITE -
c /
w Geotechnical
and Environmental
Consultants, Inc. 100
West Washington Street, Orlando, Florida 32801-2315 407/
420-1010, FAX 407/420-1060 1
1
1
1
1
1
I
1
1
1
1
1
USGS
SITE LOCATION & SCS SOIL SURVEY MAPS GATEWAY
PLAZA
OUT PARCEL
D'
OUT PARCEL
C'
OUT PA
B,
PREPARED FROM A DRAWING PROVIDED BY:
FAISON ASSOCIATES
RINEHART ROAD
PROPERTY LIMITS
PHA 15
B-8
B-7
SCALE:
0 100 200 400 FT.
LEGEND:
SPT BORING LOCATION
p HAND AUGER BORING LOCATION
PROPOSED RETENTION AREA
DRAINAGE EASEMENT
HA-1 1 L p
HA-13
B-6
B-4 -I
PROPOSED SHOPPING CENTER p HA-8
O
B-3 B-5 • p =
HA-12 p HA-14 z
p HA-6
p HA-2 p HA-4
D
HA-9 p
PROPOSED PARKING LOT T
OUT PARCEL D
p HA-3 'A' -
HA-5 p HA-7 HA-10
TOWNE CENTER BLVD.
FOR BORING RESULTS SEE FIGURES 3, 4 AND 5
10
0 15
2
2
N
B-1
ARK BROWN FINE SAND, TRACE
51LT (SP—SM)
BROWN FINE SAND, TRACE SILT
SP)
GRAY FINE SAND, SOME SILT AND
TRACE SHELL FRAGMENTS (SM)
GRAY FINE SAND, TRACE SILT AND
SHELL FRAGMENTS (SP)
Z
1.6)
GRAY FINE SAND, SOME SILT, TRACE
SHELL LENSES AND SEAMS OF
ORGANICS (SM)
LIGHT BROWN FINE SAND, TRACE
SILT (SP)
LIGHT BROWN FINE SAND, TRACE
SILT (SP—SM)
J
BT ® 25'
SPT BORING RESULTS
N
B-2 N
B-3
BROWN FINE SAND, TRACE SILT
SP—SM)
T_
LIGHT BROWN FINE SAND. TRACE (2.6)
SILT (SP)
GRAY FINE SAND, TRACE TO SOME
SILT (SP—SM)
GRAY FINE SAND, TRACE SILT (SP)
LIGHT GRAY FINE SAND. TRACE
CLAY (SM)
LIGHT GRAY FINE SAND, TRACE
SILT (SP)
BT @ 25'
LIGHT BROWN TO BROWN FINE
SAND, TRACE SILT (SP)
LIGHT BROWN FINE SAND,
TRACE SILT (SP)
LIGHT BROWN FINE SAND, TRACE
SILT (SP—SM)
J
BT ® 20'
CORRELATION OF STANDARD PENETRATION RESISTANCE WITH
RELATIVE DENSITY AND CONSISTENCY OF SOIL LEGEND: NOTES:
GRANULAR SOILS
N VALUE
blows/ft.) RELATIVE DENSITY
SANDS 0-4 VERY LOOSE
4-10 LOOSE
10-30 MED. DENSE
30-50 DENSE
OVER 50 VERY DENSE
NON —GRANULAR SOILS
N VALUE
blows/ft.) CONSISTENCY
SILTS, CLAYS 0-2 DER
MUCK, PEAT 2-4 SOFT
4-8 FIRM
8-15 STIFF
15-30 VERY STIFF
OVER 30 HARD
B-1 BORING NUMBER
DEPTH TO GROUNDWATER 24 HRS.
AFTER TIME OF DRILLING (MARCH 1994)
BT BORING TERMINATED
N STANDARD PENETRATION RESISTANCE,
BLOWS PER FOOT
SP) UNIFIED SOIL CLASSIFICATION SYMBOL
PROJECT NO.: 539G
4-4-94
CHECKED BY: D.J.B.
DRAWN BY: S.K.R.
T
4.2)
N
B-4
BROWN FINE SAND, TRACE SILT
SP—SM)
BROWN FINE SAND, TRACE SILT (SP)
BROWN FINE SAND, TRACE SILT
SP—SM)
BROWN FINE SAND (SP)
BROWN FINE SAND, TRACE SILT AND
CLAY (SP—SM)
LIGHT BROWN FINE SAND. TRACE SILT
SP)
BT ® 25'
A
5
10
0
rn
15
5
STANDARD PENETRATION TEST BORINGS WERE PERFORMED IN ACCORDANCE WITH ASTM D-1586.
STANDARD PENETRATION RESISTANCES ARE SHOWN ON THE BORINGS AT THE TEST DEPTHS IN BLOWS
PER FOOT UNLESS OTHERWISE NOTED.
SUBSURFACE CONDITIONS SHOWN ON THE BORINGS REPRESENT THE CONDITIONS ENCOUNTERED AT THE
BORING LOCATIONS. ACTUAL CONDITIONS BETWEEN BORINGS MAY VARY FROM THOSE SHOWN. UNIFIED
SOIL CLASSIFICATIONS SHOWN ON THE BORINGS ARE BASED ON VISUAL EXAMINATION.
FOR BORING LOCATIONS, SEE FIGURE 2.
SPLIT SPOON SAMPLER:
INSIDE DIAMETER: 1.375 IN. SAND
OUTSIDE DIAMETER: 2.0 IN.
AVG. HAMMER DROP: 30 IN.
HAMMER WEIGHT: 140 LBS.
W-1 Geotechnical andU.-A Environmental Consultants, Inc.
100 West Washington Street, Orlando, Florida 32801-2315
407/420-1010. FAX 407/420-1060
SPT BORING RESULTS
GATEWAY PLAZA
FIGURE 3
v
2.6)
F—
2
CL
15
20
25
N
B-5
BROWN FINE SAND, TRACE
SILT (SP—SM)
BROWN FINE SAND, TRACE
SILT (SP)
BROWN FINE SAND, SOME
SILT (SP—SM)
BROWN FINE SAND, TRACE
SILT (SP)
GRAY FINE SAND, SOME SILT AND
TRACE ORGANICS (SM)
LIGHT BROWN FINE SAND, TRACE
SILT (SP—SM)
BT ® 25'
SPT BORING RESULTS
N
B-6 N
9-7
LIGHT BROWN FINE SAND, TRACE
SILT (SP—SM)
LIGHT BROWN FINE SAND, TRACE
SILT (SP)
BROWN FINE SAND, TRACE SILT
SP—SM)
BROWN FINE SAND, TRACE SILT
SP)
GRAY SANDY CLAY (CL)
DARK BROWN FINE SAND, SOME
SILT AND TRACE ORGANICS (SP—SM)
LIGHT BROWN FINE SAND, TRACE
SILT (SP—SM)
J
BT @ 20'
CORRELATION OF STANDARD PENETRATION RESISTANCE WITH
RELATIVE DENSITY AND CONSISTENCY OF SOIL
GRANULAR SOILS
N VALUE
blows/ft.) RELATIVE DENSITY
SANDS 0-4 VERY LOOSE
4-10 LOOSE
10-30 MED. DENSE
30-50 DENSE
OVER 50 VERY DENSE
NON —GRANULAR SOILS
N VALUE
blows/ft.) CONSISTENCY
SILTS, CLAYS 0-2 VERY SOFT
MUCK, PEAT 2-4 SOFT
4-8 FIRM
8-15 STIFF
15-30 VERY STIFF
OVER 30 HARD
DARK BROWN FINE SAND, TRACE
TO SOME (SP—SM)
BROWN FINE SAND, TRACE
SILT (SP)
LIGHT GRAY FINE SAND, TRACE
SILT (SP—SM)
GRAY SANDY CLAY (CL)
BROWN SILTY FINE SAND, TRACE
CLAY (SM)
LIGHT BROWN FINE SAND, TRACE
SILT (SP—SM)
J
BT ® 20'
LEGEND:
B-5 BORING NUMBER
Z DEPTH TO GROUNDWATER 24 HRS. AFTER TIME OF DRILLING (MARCH 1994)
BT BORING TERMINATED
N STANDARD PENETRATION RESISTANCE,
BLOWS PER FOOT
SP) UNIFIED SOIL CLASSIFICATION SYMBOL
NOTES:
n
BROWN FINE SAND, TRACE SILT
SP—SM)
BROWN FINE SAND, TRACE SILT
SP)
BROWN FINE SAND, TRACE SILT
SP—SM)
GRAY SANDY CLAY (CL)
BROWN CLAYEY FINE SAND (SC)
BROWN FINE SAND, TRACE
SILT (SP—SM)
BT ® 20'
c
15
20
J25
STANDARD PENETRATION TEST BORINGS WERE PERFORMED IN ACCORDANCE WITH ASTM D-1586.
STANDARD PENETRATION RESISTANCES ARE SHOWN ON THE BORINGS AT THE TEST DEPTHS IN BLOWS
PER FOOT UNLESS OTHERWISE NOTED.
SUBSURFACE CONDITIONS SHOWN ON THE BORINGS REPRESENT THE CONDITIONS ENCOUNTERED AT THE
BORING LOCATIONS. ACTUAL CONDITIONS BETWEEN BORINGS MAY VARY FROM THOSE SHOWN. UNIFIED
SOIL CLASSIFICATIONS SHOWN ON THE BORINGS ARE BASED ON VISUAL EXAMINATION.
FOR BORING LOCATIONS, SEE FIGURE 2.
SPLIT SPOON SAMPLER:
INSIDE DIAMETER: 1.375 IN. SAND SAND AND CLAY
OUTSIDE DIAMETER: 2.0 IN.
AVG. HAMMER DROP: 30 IN.
HAMMER WEIGHT: 140 LBS.
SAND AND SILT
rM
0
H4-1
O BROWN T0GRAY FINE SAND,
TRACE SILT (SP-SM) LIGHT
BROWN TO 8R0*N, LIGHT
GRAY TO GRAY FINE SAND,
TRACE SILT (SP) u
BROWN T0 GRAY FINE 5^
3AND, TRACE SILT (SP-8M) 8T
@ 5^ HA-
6 LA-
UGHT BROWN TO BR0NN, LIGHT
GRAY TO GRAY F|w[ v- SAND TRACE SILT (SP) 3.
0') ' ' Li |
c
BT
@ 5^ HA-
11 O
BROWN TO GRAY FINE SAND,
TRACE SILT (SP-Sw) LL-
LIGHT
BROWN TO BROWN, LIGHT
GRAY TO GRAY FINE LIGHTSAND.
TRACE SILT (Sp) BT
@ 5, HA—
1 BORING NUMBER DEPTH
TO GROUNDWATER 24 HRS. AFTER
TIME OF DRILLING (MARCH 1994) BT
BORING TERMINATED SP)
UNIFIED SOIL CLASSIFICATION SYMBOL HAND
AUGER BORING RESULTS HA-
2 BROWN
TO GRAY FINE SAND.
TRACE SILT (SP-SW) LIGHT
BROWN TO BROWN. LIGHT
GRAY TO GRAY FINE 30') SAND. TRACE SILT (SP) Lj
BT05`
HA-
7 LIGHT
BROWN TO BROWN, uGHTGRm
T0 GRAY FINE---' SAND
TRACE SILT (P) 29') . ' BT
@ 5` HA-
12 BROWN
TOGRAY FINE SAwD, TRACE
5|Lr (SP-SW) UGRr BROWN
TO BROWN, 2.5')
UGHT GRAY TO GRAY FINE SAND, TRACE
SILT (SP) BT @
5, J/T[^
v .. HA-
3
LIGHT BROWN
TO BROWN. UGHT G;
R/Y T0 GRAY RNE SAND, TRACE
3/LT (SP) HA-8
BROWN TO
GRAY RN[ SAND, TRACE
SILT (SP-SM) LIGHT BROWN
TO BR0wN. 28') LIGHT
GRAY TO GRAY FINE SAND. TRACE
SILT (3P) BT @
5` HA-13
BROWN TO
GRAY FINE 0\wD,
TRACE SILT (SP-Sw) v- UCMT
BROWN TO BROWN, 2.8')
UGHT GRAY TO GRAY FINE SAND. TRACE
SILT (SP) BT @
5` HA-4
UGKr BROWN
To BROWw, LIGHT GRAY
TO GRAY FINE SAwD, TRACE
SILT SP) v- BROWN
TO GRAY FINE v 3.0')
SAND, TRACE SILT 2 9 LIGHT BROWN
TO 8ROww, LIGHT GRAY
TO GRAY FINE SAwD, TRACE
SILT SP) BT @
5' HA-9
BROWN TO
8R/w FINE SAND. TRACE
SILT (SP-SW) LIGHT BROWN
TO BROww. 2.5')
LIGHT GRAY TO GRAY RNE S4ND. TRACE
SILT (SP) BT @
5^ HA-14
BROWN TO
GRAY RmE SAND, TRACE
SILT (SP-Sw) U MT
BROWN T0 (2BROww ' LIGHT HT GRAY
TOGRAY FINE SAND' TRACE SILT (
SP) BT @ 5`
SUBSURFACE CONDITIONS SHOWN
0NTHE BORINGS REPRESENT THE CONDITIONS ENCOUNTERED AT THE BORING LOCATIONS. ACTUAL CONDITIONS
BETWEEN 8O0wG3 MAY VARY FROM THOSE SHOWN. uw|RED SOIL CLASSIFICATIONS SHOWN ON
THE BORINGS ARE BASED ON VISUAL EXAMINATION. FOR BORING LOC/JK)
NS, SEE FIGURE 2. HA-5 77 UGHT
BROWN TO
8R0Ww' LIGHT GRAY TO GRAY
RN[ SAND, TRACE 3|Lr (
SP) BT @ 5` HA-
1O 777 BROWN
0GRAY FINE
SAND, TRACE SILT (SP-Sw)
v- UCMT BROWN TO BROWN.
2.3') LIGHT GRAY TO
GRAYFINE 2 SAND. TRACE SILT (SP) BT @ 5` HA-15
BROWN TO GRAY
RN[ SAND,
TRACE 3|Lr (SP-
sw) LIGHT BROWN TO BR0ww, LIGHT
GRAY TO GRAY F|
w[ v_ SAND. TRACE SILT (3P)
4.5') BT @ 5"
rollE 611
0
Whole -Building Performance Method for Commercial Buildings Form 40OA-94
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME —OLD NAVY RETAIL STORE PERMITTING OFFICE:
ADDRESS: _GATEWAY PLAZA _Sanford
SANFORD, FLORIDA CLIMATE ZONE: 5
OWNER: _OLD NAVY] PERMIT NO:
AGENT: JURISDICTION NO: 691500
BUILDING TYPE: _Mercantile (Retail)
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _13050 NUMBER OF ZONES: 1
MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 15
COMPLIANCE CALCULATION:
METHOD A DESIGN CRITERIA RESULT
A. WHOLE BUILDING 47.98 100.00 PASSES
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING 320.00 3150.00 PASSES
LIGHTING CONTROL REQUIREMENTS PASSES
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER 8.50 8.50 PASSES
IPLV 8.40 7.50 PASSES
HEATING EQUIPMENT
1. COP 3.00 2.90 PASSES
AIR DISTRIBUTION SYSTEM INSULATION LEVEL
1. With Insulated Roof 6.00 6.00 PASSES
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Effii ncy Code.
PREPARED BY:
DATE •
I hereby certify that
in compliance with the
Efficiency Code.
OWNER/AGENT:
DATE:
this building is
Florida Energy
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, Florida Statutes.
BUILDING OFFICIAL:
DATE:
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT :
MECHANICAL•
PLUMBING
ELECTRICAL:
LIGHTING
Signature is required where Florida law requires design to be performed
by registered design professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed/sealed plans.
BUILDING INFORMATION COMPLIANCE
CHECK
401.---=--GLAZING--ZONE 1------------------------------------------------ v-
Elevation Type U SC VLT Shading Area(Sgft)I
I
West Commercial 1 .8 .8 Continuous Ove 7121
Total Glass Area in Zone 1 = 7121
Total Glass Area = 7121
402.------WALLS--ZONE 1------------------------------------------------ I ---
Elevation Type U Added R Gross(Sgft)I
I
East Hvywt. Concrete Wall + 8" Concre 0.187 0 13501
South Hvywt. Concrete Wall + 8" Concre 0.187 0 6751
West Hvywt. Concrete Wall + 8" Concre 0.187 0 6381
Total Wall Area in Zone 1 = 26631
Total Gross Wall Area = 26631
403.------DOORS--ZONE 1------------------------------------------------ I ---
Elevation Type U Area(Sgft)I
I
West .625 GLASS .65 841
East 1-3/4 Steel Door -Solid Urethane foam co 0.40 421
Total Door Area in Zone 1 = 1261
Total Door Area = 1261
404.------ROOFS--ZONE 1------------------------------------------------ I ---
Type Color U Added R Area(Sgft)I
I
Steel Sheet with 1" Insulation Medium 0.213 14 130501
Total Roof Area in Zone 1 = 130501
Total Roof Area = 130501
405.------FLOORS-ZONE 1------------------------------------------------ I ---
Type R Area(Sgft)I
I
Slab on Grade/Uninsulated 0 130501
Total Floor Area in Zone 1 = 130501
Total Floor Area = 130501
406.------INFILTRATION -------------------------------------------------- I---
ICHECKI
Infiltration Criteria in 406.1.ABC.1 have been met. 1 1
407.------COOLING SYSTEMS-----------------------------------------------I---
Type No Efficiency IPLV Tonsl
I
1. Air Cooled ( >= 65,000 Btu/h 4 8.5 8.4 14.091
408.------HEATING SYSTEMS-----------------------------------------------I---
Type No Efficiency BTU/hrI
I
1. Air Source (>= 65,000 Btu/h) 1 3 1800001
409.------VENTILATION --------------------------------------------------- I---
ICHECKI
Ventilation Criteria in 409.1.ABC.1 have been met. I I
410.-----AIR DISTRIBUTION SYSTEM ----------------------------------------
AHU Type Duct Location R-values
I
1. Split / PTHP Air-to-air Heat With Insulated Roof 61
411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- I ---
Type R-value/in Diameter Thicknessl
I
412.-----WATER HEATING SYSTEMS -ZONE 1----------------------------------i---
Type Efficiency StandbyLoss InputRate Gallonsl
I
413------ELECTRICAL POWER DISTRIBUTION----------------------------------1---
ICHECKI
Metering criteria in 413.1.ABC.1 have been met._
Transformer criteria in 413.1.ABC.2 have been met. I I
414.-----MOTORS --------------------------------------------------- I-----1---
Motor efficiencies in 414.1.ABC.1 have been met. I l
415.-----LIGHTING SYSTEMS -ZONE 1 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)l
I
Type D(Gen 1 On/Off 19 29000 130501
Total Watts for Zone 1 = 290001
Total Area for Zone 1 = 130501
Total Watts = 290001
Total Area = 130501
ICHECKI
Lighting criteria in 415.1.ABC have been met. I I
I-----I---
16. HVAC load sizing has been performed. (407.1.ABC.1)
I-----I---
17. Duct sizing and design have been performed. (410.1.ABC.1.2) I I
I-----1---
18. Testing and balancing will be performed. (410.1.ABC.4)
I-----1---
19. Operation/maintenance manual will be provided to owner.(102.1)1
Whol( Building Performance Method for Commercial Buildings Form 40OA-94
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME —OLD NAVY RETAIL STORE
ADDRESS: _GATEWAY PLAZA
SANFORD, FLORIDA
OWNER: _OLD NAVY]
AGENT:
BUILDING TYPE: _Mercantile (Retail)
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _13050
MAX. TONNAGE OF EQUIPMENT PER SYSTEM:
COMPLIANCE CALCULATION:
PERMITTING OFFICE:
Sanford
CLIMATE ZONE: 5
PERMIT NO:
JURISDICTION NO: 691500
15
NUMBER OF ZONES: 1
METHOD A DESIGN CRITERIA RESULT
A. WHOLE BUILDING 47.98 100.00 PASSES
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING 320.00 3150.00 PASSES
LIGHTING CONTROL REQUIREMENTS PASSES
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER 8.50 8.50 PASSES
IPLV 8.40 7.50 PASSES
HEATING EQUIPMENT
1. COP 3.00 2.90 PASSES
AIR DISTRIBUTION SYSTEM INSULATION LEVEL
1. With Insulated Roof 6.00 6.00 PASSES
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Efficiec y Code.
PREPARED BY:
DATE • Pz I r s
I hereby certify that
in compliance with the
Efficiency Code.
OWNER/AGENT:
DATE:
this building is
Florida Energy
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, Florida Statutes.
BUILDING OFFICIAL:
DATE:
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT :
MECHANICAL•
PLUMBING
ELECTRICAL•
LIGHTING
Signature is required where Florida law requires design to be performed
by registered design professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed/sealed plans.
BUILDING INFORMATION COMPLIANCE
CHECK
401.-_ ---- GLAZING --ZONE 1------------------------------------------------ v-
Elevation Type U Sc VLT Shading Area(Sgft)l
I
West Commercial 1 .8 .8 Continuous Ove 7121
Total Glass Area in Zone 1 = 7121
Total Glass Area = 7121
402.------WALLS--ZONE 1------------------------------------------------
Elevation Type U Added R Gross(Sgft)l
I
East Hvywt. Concrete Wall + 8" Concre 0.187 0 13501
South Hvywt. Concrete Wall + 8" Concre 0.187 0 6751
West Hvywt. Concrete Wall + 8" Concre 0.187 0 6381
Total Wall Area in Zone 1 = 26631
Total Gross Wall Area = 26631
403.------DOORS--ZONE 1------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
I
West .625 GLASS .65 841
East 1-3/4 Steel Door -Solid Urethane foam co 0.40 421
Total Door Area in Zone 1 = 1261
Total Door Area = 1261
404.------ROOFS--ZONE 1------------------------------------------------ I ---
Type Color U Added R Area(Sgft)l
I
Steel Sheet with 1" Insulation Medium 0.213 14 130501
Total Roof Area in Zone 1 = 130501
Total Roof Area = 130501
405.------FLOORS-ZONE 1------------------------------------------------ I ---
Type R Area(Sgft)l
I
Slab on Grade/Uninsulated 0 130501
Total Floor Area in Zone 1 = 130501
Total Floor Area = 130501
406.------INFILTRATION -------------------------------------------------- I---
ICHECKI
Infiltration Criteria in 406.1.ABC.1 have been met. 1 1
407. COOLING SYSTEMS-----------------------------------------------I---
Type No Efficiency IPLV Tonsl
I
1. Air Cooled ( >= 65,000 Btu/h 4 8.5 8.4 14.091
408.------HEATING SYSTEMS-----------------------------------------------I---
Type No Efficiency BTU/hrl
I
1. Air Source (>= 65,000 Btu/h) 1 3 1800001
409.------VENTILATION --------------------------------------------------- I---
ICHECKI
Ventilation Criteria in 409.1.ABC.1 have been met. I
410.-----AIR DISTRIBUTION SYSTEM ----------------------------------------
AHU Type Duct Location R-value)
I
1. Split / PTHP Air-to-air Heat With Insulated Roof 61
411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- I ---
Type R-value/in Diameter Thickness)
I
412.-----WATER HEATING SYSTEMS -ZONE 1----------------------------------I---
Type Efficiency StandbyLoss InputRate Gallons
413:-----ELECTRICAL POWER DISTRIBUTION ----------------------------------
CHECK
Metering criteria in 413.1.ABC.1 have been met._
Transformer criteria in 413.1.ABC.2 have been met.
414.-----MOTORS --------------------------------------------------------
Motor efficiencies in 414.1.ABC.1 have been met.
415.-----LIGHTING SYSTEMS -ZONE 1 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)
Type D(Gen 1 On/Off 19 29000 13050
Total Watts for Zone 1 = 29000
Total Area for Zone 1 = 13050
Total Watts = 29000
Total Area = 13050
ICHECK
Lighting criteria in 415.1.ABC have been met.
16. HVAC load sizing has been performed. (407.1.ABC.1)
17. Duct sizing and design have been performed. (410.1.ABC.1.2)
18. Testing and balancing will be performed. (410.1.ABC.4)
19. Operation/maintenance manual will be provided to owner.(102.1)
Whole:Building Performance Method for Commercial Buildings
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Form 400A-94
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME —OLD NAVY RETAIL STORE
ADDRESS: _GATEWAY PLAZA
SANFORD, FLORIDA
OWNER: _OLD NAVY]
AGENT:
BUILDING TYPE: _Mercantile (Retail)
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _13050
MAX. TONNAGE OF EQUIPMENT PER SYSTEM:
PERMITTING OFFICE:
Sanford
CLIMATE ZONE: 5
PERMIT NO:
JURISDICTION NO: 691500
15
NUMBER OF ZONES: 1
COMPLIANCE CALCULATION:
METHOD A DESIGN CRITERIA RESULT
A. WHOLE BUILDING 47.98 100.00 PASSES
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING 320.00 3150.00 PASSES
LIGHTING CONTROL REQUIREMENTS PASSES
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER 8.50 8.50 PASSES
IPLV 8.40 7.50 PASSES
HEATING EQUIPMENT
1. COP 3.00 2.90 PASSES
AIR DISTRIBUTION SYSTEM INSULATION LEVEL
1. With Insulated Roof 6.00 6.00 PASSES
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Effi 1 cy Code.
PREPARED BY:
DATE: pa 1 r -I-
I hereby certify that this building is
in compliance with the Florida Energy
Efficiency Code.
OWNER/AGENT:
DATE:
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, Florida Statutes.
BUILDING OFFICIAL:
DATE:
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARiNITECT : _
MECHANICAL: —
PLUMBING :—
ELECTRICAL: —
LIGHTING _
Signature
by registered
be used where
is required where Florida law requires design to be performed
design professionals. Typed names and registration numbers may
all relevant information is contained on signed/sealed plans.
BUILDING INFORMATION COMPLIANCE
CHECK
4a1.------GLAZING--ZONE 1------------------------------------------------ v-
Elevat.ion Type U SC VLT Shading Area(Sgft)l
I
West Commercial 1 .8 .8 Continuous Ove 7121
Total Glass Area in Zone 1 = 7121
Total Glass Area = 7121
402.------WALLS--ZONE 1------------------------------------------------ I ---
Elevation Type U Added R Gross(Sgft)l
I
East Hvywt. Concrete Wall + 8" Concre 0.187 0 13501
South Hvywt. Concrete Wall + 8" Concre 0.187 0 6751
West Hvywt. Concrete Wall + 8" Concre 0.187 0 6381
Total Wall Area in Zone 1 = 26631
Total Gross Wall Area = 26631
403.------DOORS--ZONE 1------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
I
West .625 GLASS .65 841
East 1-3/4 Steel Door -Solid Urethane foam co 0.40 421
Total Door Area in Zone 1 = 1261
Total Door Area = 1261
404.------ROOFS--ZONE 1------------------------------------------------ I ---
Type Color U Added R Area(Sgft)l
I
Steel Sheet with 1" Insulation Medium 0.213 14 130501
Total Roof Area in Zone 1 = 130501
Total Roof Area = 130501
405.------FLOORS-ZONE 1------------------------------------------------ I ---
Type R Area(Sgft)l
I
Slab on Grade/Uninsulated 0 130501
Total Floor Area in Zone 1 = 130501
Total Floor Area = 130501
406.------INFILTRATION -------------------------------------------------- I---
ICHECKI
Infiltration Criteria in 406.1.ABC.1 have been met. 1 1
407.------COOLING SYSTEMS ----------------------------------------------- I ---
Type No Efficiency IPLV Tonsl
I
1. Air Cooled ( >= 65,000 Btu/h 4 8.5 8.4 14.091
408.------HEATING SYSTEMS-----------------------------------------------I---
Type No Efficiency BTU/hrl
I
1. Air Source (>= 65,000 Btu/h) 1 3 1800001
409.------VENTILATION --------------------------------------------------- I---
ICHECKI
Ventilation Criteria in 409.1.ABC.1 have been met. I I
410.-----AIR DISTRIBUTION SYSTEM ----------------------------------------
AHU Type Duct Location R-value)
I
1. Split / PTHP Air-to-air Heat With Insulated Roof 61
411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- I ---
Type R-value/in Diameter Thicknessl
1
412.-----WATER HEATING SYSTEMS -ZONE 1----------------------------------1---
Type Efficiency StandbyLoss InputRate Gallons
413------- ELECTRICAL POWER DISTRIBUTION ----------------------------------
CHECK
Metering criteria in 413.1.ABC.1 have been met._
Transformer criteria in 413.1.ABC.2 have been met.
414.-----MOTORS --------------------------------------------------------
Motor efficiencies in 414.1.ABC.1 have been met.
415.-----LIGHTING SYSTEMS -ZONE 1 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)
Type D(Gen 1 On/Off 19 29000 13050
Total Watts for Zone 1 = 29000
Total Area for Zone 1 = 13050
Total Watts = 29000
Total Area = 13050
ICHECK
Lighting criteria in 415.1.ABC have been met.
16. HVAC load sizing has been performed. (407.1.ABC.1)
17. Duct sizing and design have been performed. (410.1.ABC.1.2)
18. Testing and balancing will be performed. (410.1.ABC.4)
19. Operation/maintenance manual will be provided to owner.(102.1)
Whole Building Performance Method for Commercial Buildings Form 40OA-94
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME —OLD NAVY RETAIL STORE PERMITTING OFFICE:
ADDRESS: _GATEWAY PLAZA _Sanford
SANFORD, FLORIDA CLIMATE ZONE: 5
OWNER: _OLD NAVY] PERMIT NO:
AGENT: JURISDICTION NO: 691500
BUILDING TYPE: Mercantile (Retail) _
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _13050 NUMBER OF ZONES: 1
MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 15
COMPLIANCE CALCULATION:
METHOD A DESIGN CRITERIA RESULT
A. WHOLE BUILDING 47.98 100.00 PASSES
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING 320.00 3150.00 PASSES
LIGHTING CONTROL REQUIREMENTS rlftoJr,z
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER 8.50 8.50 PASSES
IPLV 8.40 7.50 PASSES
HEATING EQUIPMENT
1. COP 3.00 2.90 PASSES
AIR DISTRIBUTION SYSTEM INSULATION LEVEL
1. With Insulated Roof 6.00 6.00 PASSES
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Efficie y Code.
PREPARED BY:
DATE:
I hereby certify that
in compliance with the
Efficiency Code.
OWNER/AGENT:
DATE:
this building is
Florida Energy
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, Florida Statutes.
BUILDING OFFICIAL:
DATE:
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT
MECHANICAL: —
PLUMBING :—
ELECTRICAL:_
LIGHTING
Signature is required where Florida law requires design to be performed
by registered design professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed/sealed plans.
BUILDING INFORMATION COMPLIANCE
CHECK
40P.------GLAZING--ZONE 1------------------------------------------------ v-
Elevation Type U SC VLT Shading Area(Sgft)I
I
West Commercial 1 .8 .8 Continuous Ove 7121
Total Glass Area in Zone 1 = 7121
Total Glass Area = 7121
402.------WALLS--ZONE 1------------------------------------------------ I ---
Elevation Type U Added R Gross(Sgft)I
I
East Hvywt. Concrete Wall + 8" Concre 0.187 0 13501
S011th Hvywt. Concrete Wall + 8" Concre 0.187 0 6751
West Hvywt. Concrete Wall + 8" Concre 0.187 0 6381
Total Wall Area in Zone 1 = 26631
Total Gross Wall Area = 26631
403.------DOORS--ZONE 1------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
I
West .625 GLASS .65 841
East 1-3/4 Steel Door -Solid Urethane foam co 0.40 421
Total Door Area in Zone 1 = 1261
Total Door Area = 1261
404.------ROOFS--ZONE 1------------------------------------------------ I ---
Type Color U Added R Area(Sgft)I
I
Steel Sheet with 1" Insulation Medium 0.213 14 130501
Total Roof Area in Zone 1 = 130501
Total Roof Area = 130501
405.------FLOORS-ZONE 1------------------------------------------------ I ---
Type R Area(Sgft)I
I
Slab on Grade/Uninsulated 0 130501
Total Floor Area in Zone 1 = 130501
Total Floor Area = 130501
406.------INFILTRATION -------------------------------------------------- I---
ICHECKI
Infiltration Criteria in 406.1.ABC.1 have been met. 1 1
407.------COOLING SYSTEMS-----------------------------------------------I---
Type No Efficiency IPLV Tonsl
I
1. Air Cooled ( >= 65,000 Btu/h 4 8.5 8.4 14.091
408.------HEATING SYSTEMS-----------------------------------------------I---
Type No Efficiency BTU/hr1
I
1. Air Source (>= 65,000 Btu/h) 1 3 1800001
409.------VENTILATION --------------------------------------------------- I---
ICHECKI
Ventilation Criteria in 409.1.ABC.1 have been met. I I
410.-----AIR DISTRIBUTION SYSTEM ----------------------------------------
AHU Type Duct Location R-value)
I
1. Split / PTHP Air-to-air Heat With Insulated Roof 61
411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- I ---
Type R-value/in Diameter Thicknessl
I
412.-----WATER HEATING SYSTEMS -ZONE 1----------------------------------i---
r
r yype Efficiency Standby.Loss InputRate Gallonsl
1
ELECTRICAL POWER DISTRIBUTION----------------------------------1---
ICHECKI
Metering criteria in 413.1.ABC.1 have been met._
Transformer criteria in 413.1.ABC.2 have been met. I I
414.-----MOTORS --------------------------------------------------- I-----1---
motor efficiencies in 414.1.ABC.1 have been met.
415.-----LIGHTING SYSTEMS -ZONE 1 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)1
I
Type D(Gen 1 On/Off 19 29000 130501
Total Watts for Zone 1 = 290001
Total Area for Zone 1 = 130501
Total Watts = 290001
Total Area = 130501
ICHECKI
Lighting criteria in 415.1.ABC have been met.
I-----1---
16. HVAC load sizing has been performed. (407.1.ABC.1)
I-----1---
17. Duct sizing and design have been performed. (410.1.ABC.1.2) I 1
I-----1---
18. Testing and balancing will be performed. (410.1.ABC.4) I
I-----1---
19. Operation/maintenance manual will be provided to owner.(102.1)1 I
Component Performance Method for Commercial Buildings
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME -OLD NAVY GATEWAY PLAZA
ADDRESS: GATEWAY PLAZA, SANFORD, FL
OWNER: _GAP INC.
AGENT:
Form 40OB-94
PERMITTING OFFICE:
Sanford
CLIMATE ZONE: 5
PERMIT NO:
JURISDICTION NO: 691500
BUILDING TYPE: _Mercantile (Retail)
CONSTRUCTION CONDITION: Existing Building
DESIGN COMPLETION: _Renovation
CONDITIONED FLOOR AREA: _13000
MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 14
COMPLIANCE CALCULATION:
METHOD B
NUMBER OF ZONES: 1
DESIGN CRITERIA RESULT
NO ENVELOPE CALCULATIONS PERFORMED FAILED
LIGHTING
INTERIOR LIGHTING 27730.00 43663.72 PASSES
LIGHTING CONTROL REQUIREMENTS PASSES
HVAC EQUIPMENT
COOLING EQUIPMENT
1. EER 8.60 8.50 PASSES
IPLV 8.70 7.50 PASSES
HEATING EQUIPMENT
1. COP 3.00 2.90 PASSES
AIR DISTRIBUTION"SYSTEM INSULATION LEVEL
1. Conditioned Space 0.00 0.00 N/A
WATER HEATING EQUIPMENT
1. EF 0.98 0.91 PASSES
PIPING INSULATION REQUIREMENTS•
1. Non -Circulating
1
1.50 1.31 PASSES
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Efficiency Code.
PREPARED BY: Ralph Mottola JR
DATE:— 12 15 95
I hereby certify that
in compliance with the
Efficiency Code.
OWNER/AGENT:
DATE:
this building is
Florida Energy
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
for compliance in accordance with
Section 553.908, Florida Statutes.
BUILDING OFFICIAL:
DATE:
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code.
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT : Richard D.R. Chang _ #AR0014134
MECHANICAL: Rai -phRai—phMottola JR PLUMBING
a P Mottola,;JR #35012_ ELECTRICAL: —
Ra p Mottola„ JR --_- #35012 LIGHTING :
Ralph Mottola,iJR #35012 Signature
is required where Florida law requires design to be performed by
registered design professionals. Typed names and registration numbers may be
used where all relevant information is contained on signed/sealed plans. s...
BUILDING -INFORMATION COMPLIANCE
CHECK
401.------GLAZING--ZONE 1------------------------------------------------- v-
Elevation Type U SC VLT Shading Area(Sgft)n
n
Adjacent Commercial None On
Total Glass Area in Zone 1 = On
Total Glass Area = On
402.------WALLS--ZONE 1------------------------------------------------ n---
Elevation Type I U Added R Gross(Sgft)n
n
Adjacent 4" Face Brick + Air Space/ 1" In 0.275 0 On
Total Wall Area in Zone 1 = On
Total Gross Wall Area = On
403.------DOORS--ZONE 1------------------------------------------------ n---
Elevation Type U Area(Sgft)n
n
Adjacent No doors 0.00 On
Total Door Area in Zone 1 = On
Total Door Area = On
404.------ROOFS--ZONE 1------------------------------------------------ n---
Type Color U Added R Area(Sgft)n
n
13000n
Total Roof Area in Zone 1 = 13000n
Total Roof Area = 13000n
405.------FLOORS-ZONE 1------------------------------------------------n---
Type R Area(Sgft)n
n
No exterior floor On
Total Floor Area in Zone 1 = On
Total Floor Area = On
406.------INFILTRATION -------------------------------------------------- n---
nCHECKn
Infiltration Criteria in 406.1.ABC.1 have been met. n
Y19S
n
407.------COOLING SYSTEMS ----------------------------------------------- n---
Type No Efficiency IPLV Tonsn
n
1. Air Cooled ( >= 65,000 Btu/h 3 8.6 8.7 13.50n
408.------HEATING SYSTEMS ----------------------------------------------- n---
Type No Efficiency BTU/hrn
n
1. Air Source (>= 65,000 Btu/h) 3 3 166000n
409.------VENTILATION --------------------------------------------------- n---
nCHECKn
Ventilation Criteria in 409.1.ABC.1 have been met. n
YES
n
410.-----AIR DISTRIBUTION SYSTEM ------------------------------- ---------n---
AHU Type Duct Location R-valuen
n
1. Packaged Constant Volume Conditioned Space On
411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- n---
Type R-value/in Diameter Thicknessn
n
1. Non -Circulating 3.5 0.75 1.5n
412.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- n---
Type Efficiency StandbyLoss InputRate Gallonsn
n
1. <=12 kW .98 0.025 1.5 15n
413.-----ELECTRICAL POWER DISTRIBUTION ---------------------------------- n---
nCHECKn
Metering criteria in 413.1.ABC.1 have been met. n YES n
Transformer criteria in 413.1.ABC.2 have been met. n n
414.-----MOTORS -------------------------------------------------- -n YES -n
Motor efficiencies in 414.1.ABC.1 have been met. n
YES
n
415.-----LIGHTING SYSTEMS -ZONE 1----------------------------------n---
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)n
n
Type C(Mas 1 Programmable T 5 Programmable T 6 27730 13000n
Total Watts for Zone 1 = 27730n
Total Area for Zone 1 = 13000n
Total Watts = 27730n
Total Area = 13000n
fiCHECKn
Lighting criteria in 415.1.ABC have been met. n
YES
n
n-----n---
16. HVAC load sizing has been performed. (407.1.ABC.1) n
YES
n
n-----n---
17. Duct sizing and design have been performed. (410.1.ABC.1.2) n
YES
n
n-----n---
18. Testing and balancing will be performed. (410.1.ABC.4) nYES n
n-----n---
19. Operation/maintenance manual will be provided to owner.(102.1)n n
YES -----