2905 Orlando Dr - BC96-003067 (1996) (PUBLIC STORAGE UNIT) NEW WAREHOUSE (A)ZONE DATE
CONTRACTOR
ADDRESS
PHONE # 7O C (//
LLOCATION I4,n e- Ui
OWNER c2 L,
ADDRESS
pp
PHONE #
PLUMBING CONTRACTOR 0,a222217n
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCHITECTURAL APPROVAL DATE:
SUBDIVISION:
PERMIT '# % '. LOT NO.
JOB (T 1"kntt FLOCK:
000 SECTION:
COST S. 0 - -
SQUARE FEET:
FEES
MODEL:
STATE NO. (f6C 6I a-6 %y OCCUPANCY CLASS:
FEE S 37
FEE $
FEE $
INSPECTIONS
TYPE DATE OK REJECT BY
0
FEE $ ENERGY SECT. EPI:
6o / eA a ool C {vY Can r- TYct ler- Svc 5,,.) ems elec
c17-S 2? Cem-h-c-i r-(. rrP Pro+-, - Fie s,r- eie/ s
1" —BS10 1-k r k <'.(.t ari rp /J I /-FlAl1 1
CERTIFICATE OF OCCUPA N Y
ISSUED # -1 DATE:
FINAL DATE LW 6
Y r
r
CITY OF SANFORD, FLORIDA
APPLICATION FOR BU',;ILI)NG PERMIT
PERMIT ADDRESS 2905 South Orlando Dri PERMIT NUMBER
b
a
U
b
0
4
a
ac
0
Total Contract Price of Job $550,000 Total Sq. Ft. 21,000
Describe Work Self -:.storage Facility '
Type of Construction 4 Flood Prone (YES) NO)
Number of Stories 1 Number of Dwellings 0 Zoning GC
Occupancy: Residential 0 Commercial 2 Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER 01 20 30 812 0000 014A
OWNER Publie Storage, Inc PHONE NUMBER 818-244-8080
ADDRESS 701 Western Avenue, Suite 200
CITY Glendale, A STATE ZIP91201-239
TITLE HOLDER (IF OTHER THAN OWNER) N7A
ADDRESS
CITY STATE
BONDING COMPANY
ADDRESS
CITY STATE
N/A
ZIP
ZIP
ARCHITECT Design Team West
ADDRESS ln7-9th Ave West
CITY Bradenton STATE L ZIP 3 42,
MORTGAGE LENDER
ADDRESS
CITY
N/A
STATE ZIP
CONTRACTOR Mike Carter Construction Inc. PHONE NUMBER 941-745-1700
ADDRESS 1227 9 h Ave West ST. LICENSE NUMBER _ i
CITY Rrar3entnn STATE FL ZIP 34 .05 i767D
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 informationis 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. ro
Z Signature
of Owner(/Agen & Date Signature of Contractor & Date o 0 rn
a Paul
A. Blackketter Paul A. Blackketter ;ice z T
pe or Print Owner t Name T or Print Contr ' Name o a
F 7
b Signature
of Notary & Date&/Signature of Notary & Date 1Official
Seal) ll" (
Official Seal) c
N
C: a
3 0
a) c iZ
k
0 ° IO
to d y
N a 0
a) • zaE•
L23a
d a¢a Z. lr3u¢nFtt Ba'daza E. Bwtnett eommfs-"
on "Nun2t" ee 478913 eomm(sslon':AWJet de 178913 commission '
x ius ui dl y dommisalon Ex iht -.7 9, 1999 yy9999 ----- Application
Approved BY: Date: "j 6 ` FEES:
Building Rado = .00 P olice Fire Open
Space \ Roa Impact 10,40 DApplication PERMIT
VALIDATION:: CHECK CASH DATE BY g -
1. Sb ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0
z
ro
tY
y
THIS
APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: , PERMIT #: - IW
BUSINESS NAME: ca Q
ADDRESS: r-D-aff: -S': e)T )A,l1 n
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
r
AMOUNT $
COMMENNTTS: 4'
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.
T - 01(
i
I Al -
Sanford Fire Prevention
I certify that the above
information is true and
correct and that I will
comply with all. applicable
codes and ordinances of the
City of Sanford, Florida.
Applicants Signature
4 Certificate Of Occupancy Addendum
0
Owner: Public Storage
Address: 2905 Orlando Ave.
Date: 4/28/97
Reason for Disapproval:
Stop bar and stop sign on driveway to US17-92 missing.
Handicap signs missing.
Dumpster pad and screening missing.
Landscaping deficiencies;
a) bushes around backflow preventer are planted too high.
b) finish sodding around sign
c) finish sodding at ROW
d) finish sodding and mulch at islands east of new store.
e) finish sodding at southeast corner of site ( proposed dumpster
locn).
f) reset tree on US17-92 due to inadequate anchoring.
Anchoring not sufficient for trees at US17-92 and near fire hydrant.
Repair "pot" hole in driveway in front of store.
Paint fire hydrant per Fire Department's reqmts.
Paint Bollards along east side of store and at north west corner.
Roof drain pipe size does not match coupler.
Please finish these and any other items per site plan and call for Engineering
Department (complete) re -inspection.
D:\WP51\DOC\CO\2905ORLA.CO
Date Started.
CITY OF SANFORD, FLORIDA
7
REQUEST FOR FINAL INSPECTION FOR
CERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT - 330-5656
r -
ADDRESS: a4_141VAO
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: Engineeri Department
Fire
Public Works
Utilities/Cross Connection
Zoning
C/
Date Started:
CITY OF SANFORD, FLORIDA
v1d
REQUEST FOR FINAL INSPECTION FOR
CERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT - 330-5656
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 Conection
Zoning
Date Started: L11CITY
OF SANFORD, FLORIDA REQUEST
FOR FINAL. INSPECTION FOR CERTIFICATE
OF OCCUPANCY BUILDING
DEPARTMENT - 330-5656 ADDRESS:-
2 2 / S O/L4 l/(` 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
S
dev . E5-0 . o v 00
pcl a4d 4l iLa
9 (0'B ncu)
Cori po j4 mo*c / or hGs C Vc' v-qv I Se-
t- 31Q 7/ 97
Date Started: (2— 4_ 7
CITY OF SANFORD, FLORIDA
REQUEST FOR FINAL INSPECTION FOR
CERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT - 330-5656
ADDRESS: D C
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. Pp
DISTRIBUTION: Engineering DeAartme G
Fire L
Public Works
Utilities/Cross
Zoning
1.
5
Certificate Of Occupancy Addendum
Owner: Public Storage
Address: 2905 Orlando Ave.
Date: 48WZ5/-7/17
Reason for Disapproval: none
Conditional Agreement:
Install Stop bar and stop sign at exit onto private street.
Install Handicap signs ($250 fine City Ord 3211) below HC signs.
Approved by Engineering Department subject to the above deficiencies being completed
by May 30, 1997.
I 0&t
D:\WP51\D0C\C0\29050RLA.0O2
ATT: Michael Primiani DATE: 12/11/96
Company MIKE CARTER CONSTRUCTION, INC
Address 1227 9th Avenue West
City Bradenton PH # 941-745-1700
State Florida
Zip code 34205 FAX # 941-750-6779
CENTRAL FLORIDA FIRE PROJECT:PUBLIC STORAGE/ SANFORD
PROTECTION INC. Location Sanford Florida
DESCRIPTION OF SERVICES TO BE PROVIDED:
INSTALLATION OF WET —PIPE FIRE SPRINKLER SYSTEM
SCOPE:
START T FROM OUTSIDE BUILDING AT SUPPLY OUTLET PROVIDED BY SITE CONTRACTOR, THEN RUN INTO
FIRE RISER. BUILDING TO BE COMPI _R' E Y SPRINIK FRED, DESIGN TO CONFORM TO NFPA STANDARDS FOR
EXTRA HAZARD" OCCUPANCY CLASSIFICATION SPECIFIED AND TO MEET LOCAL FIRE DEPARTMENT CODES.
ALL MATERIALS TO BE U.L. LISTED.
PROPOSAL INCLUDES:
DESTGN, SPRINKLER PERMIT, MATERIALS, APPLICABLE TAXES, AND LABOR TO INSTALL PER SCOPE.
MAIN RISER W/ SIP.MES'E CONNECTION, DRAIN, FLAW SWITCH, AND TAMPER.
EXCLUSIONS:
ANY UNDERGROUND OTHER THAN Y-0" STUB OUT, ANY HYDRANTS, ANY CITY CONNECTIONS, ANY
BACKFLOW ASSEMBLIES. ANY SCAFFOLDING OR INSTALLING OVER FENCING OR PARTITIONS.
ANY ELECTRICTRIC OR ALARM WIRING OR SYSTEMS.
ANY PAINTING OR INSULATION OF SPRINKLER PIPES. ANY FREEZE PROTECTION.
ANY FEES OTHER THAN FIRE SPRINI<L.ER PERMIT FEE.
CONDITIONS OF THIS PROPOSAL SHALL BECOME AN EXHIBIT OF ANY CONTRACT ISSUED_
0Nid lls, IP S .F IP 1YM EMT
WORKTO BE PERFORMED AS STATED ABOVE FOR THE SUM OF:
TW OUSAN _
PAYMENTS SHALL BE DUE AS FOLLOWS:
0
BASIS MONTHLY INVOICES, W/100% DUE UPON
OF,
o
This proposal prepared/authorized by: ,
Proposal may be %idulrawn if not accepted with30 clays. OI" .
PR.. A :> :.PTAN.. E ... ed
firm, to the terms and asagentfortheabovementiongherby
authorize you to commence work. Payment will be as specified. AUTHORIZED
SIGNATURE: _Date: PAYMENTS
SHALL BE MADE TO: CENTRAL FLORIDA FIRE PROTECTION, INC. P.
O. BOX 1865 GOLDENROD, FL 32733-1865 CFFP —
FIE #59-3107349 407 657-0223 Fax657-2018
Notice of Commencement
State of Ca'-hocn, a
E Lo4,4->i e-leCountyof
cn
THE UNDERSIGNED hereby gives notice that improvement will be made to certainthefollowinginforms-
z
rnandinaccordancewithChapter713, Florida Statutes, real property,
lion is provided in this Notice of Commencement. o CD
43,000 SQ FT Commercially Zoned Parcel r,
j
1. Description of property: 77 3
Ago-f SOAK 0 L
2. General description of improvement:21, 000 S FT Climate Controlled
Storage Facility -
3.Owner information:: Public Storage Inc. ..
a. Name &Address: ....:
Suits (1(1 cc Qr'
r.,•:,
1- 701 Western A enue,
Glendale CA. 91201-2397
BY
b. Interest in Property:
Name & Address of fee simple titleholder (other than Owner): c. D
CD T, -
J
4. Contractor's Name & Address:
Mike Carter Construction Inc.
2 2 7 9 th Ave west rV-
ra en on , FL 20 5 C-)
cr
S. Surety Information:
a. Name & Address: N/A
b. Amount of Bond:
6. Lender's Name & Address: `D
rn C-) r
c ?
0 0 =
M
7. Persons within the state of Florida designated by Owner upon whom notices or other ---I o
N
documents may be served as provided by Section 713.13 (1) (A) 7, Florida Statutes: w
w
Name & Address: i
8. In addition to himself, owner designates Carolyn Mauro of --ike-
toreceiveacopYof theLienor'sCarterContructionInc. co
Notice as provided in Section 713.13 (1) (b), Florida Statutes.
r fromyy9. Expiration date of Notice of Commencement (the expiration date is 1Zla
1596
the
date of recording unless a different date is specified):
Signature of Owner)
who
Sworn to and subscribed before me by i rn . -
and who did take an oath on this
GI 5> day of c ink>e 19
Notary Public,
BARBARA NEISLER GcCOMM. #1065839 R
s NOTARY PUBLIC - CALIFORNIA s
22 LOS ANGELES COUNTY 2
My Comm. Expires Jury 20, 1999
99
I
PO BOX 1865 GOLDENROD, FL 32733 -1866 {4071667 - 0223 Central
Florida Fire Protectionjnc. HYDRAULIC
CALCULATIONS FOR
PUBLIC
STORAGE INC. 2905
SOUTH ORLANDO AVE. SANFORD,
FLORIDA REMOTE
AREA #1 FILE
NUMBER: 96061-1 DATE:
Dec 20, 1996 DESIGN
DATA - OCCUPANCY
CLASSIFICATION: DENSITY:
AREA
OF APPLICATION: COVERAGE
PER SPRINKLER: EXTRA
HAZARD 3
gpm/sq. ft. 2500
sq. ft. Varies
See Plans NUMBER
OF SPRINKLERS CALCULATED: 30 sprinklers TOTAL
SPRINKLER WATER FLOW REQUIRED: 917.0 gpm TOTAL
WATER REQUIRED (including hose): 1417.0 gpm FLOW
AND PRESSURE (@ Point A): 1417.0 gpm @ 62. PRESSURE
AVAILABLE (@ Point A): 71.2 psi SPRINKLER
ORIFICE SIZE: 17/32 inch DESIGN/
LAYOUT BY: CFFP AUTHORITY
HAVING JURISDICTION: Local Authorities
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA #1
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) PSI) (GPM) PSI) GPM) PSI)
A 88.0 80.0 950.0 71.2 1417.0 62.6
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 1417.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 917.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
FT) PSI) GPM)
1 12.4 23.2
2 12.4 25.8
3 12.4 23.2
4 12.4 25.8
5 12.4 23.2
6 12.4 25.8
7 12.4 23.2
8 12.4 25.8
9 12.4 23.1
10 12.4 K= 8.00 15.0 31.0
11 12.4 K= 8.00 14.3 30.2
12 12.4 K= 8.00 14.1 30.0
13 12.4 K= 8.00 14.1 30.0
14 12.4 K= 8.00 14.3 30.3
15 12.4 K= 8.00 15.2 31.2
16 12.4 26.3
17 12.4 23.1
18 12.4 K= 8.00 15.1 31.0
19 12.4 K= 8.00 14.3 30.2
20 12.4 K= 8.00 14.1 30.0
21 12.4 K= 8.00 14.1 30.0
22 12.4 K= 8.00 14.3 30.3
23 12.4 K= 8.00 15.2 31.2
24 12.4 26.4
25 12.4 23.1
26 12.4 K= 8.00 15.1 31.1
27 12.4 K= 8.00 14.3 30.3
28 12.4 K= 8.00 14.1 30.1
29 12.4 K= 8.00 14.1 30.1
30 12.4 K= 8.00 14.4 30.4
31 12.4 K= 8.00 15.3 31.3
32 12.4 26.6
33 12.4 23.2
34 12.4 K= 8.00 15.2 31.1
s
i
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA 1
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
FT) PSI) GPM)
35 12.4 K= 8.00 14.4 30.4
36 12.4 K= 8.00 14.2 30.2
37 12.4 K= 8.00 14.2 30.2
38 12.4 K= 8.00 14.5 30.4
39 12.4 K= 8.00 15.4 31.4
40 12.4 26.8
41 12.4 23.2
42 12.4 K= 8.00 15.3 31.3
43 12.4 K= 8.00 14.5 30.5
44 12.4 K= 8.00 14.4 30.3
45 12.4 K= 8.00 14.4 30.3
46 12.4 K= 8.00 14.6 30.6
47 12.4 K= 8.00 15.6 31.6
48 12.4 27.3
49 12.4 24.2
50 12.4 28.0
51 12.4 24.3
52 12.4 28.5
53 12.4 24.4
54 12.4 29.3
55 12.4 24.5
56 12.4 30.1
57 12.4 24.6
58 12.4 30.9
59 12.4 24.6
60 12.4 31.9
61 12.4 24.6
62 12.4 35.0
62A 12.4 32.9
63 12.4 33.1
64 12.4 35.0
65 12.4 34.3
66 12.4 35.0
67 12.4 35.6
68 12.4 35.0
69 12.4 36.9
70 12.4 35.0
71 12.4 38.3
72 12.4 44.7
73 1.0 50.9
73A 0.0 54.0
74 2.0 54.1
75 2.0 61.1
A 0.0 SOURCE 62.6 917.0
f
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA 1
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM.
NODES FT) K) PSI) GPM) F.L./FT PSI)
Pipe: 1 34.5 1.752 PL 47.33 PF 2.6
1 12.4 0.0 23.2 0.0 4.6 120 FTG 4T PE 0.0
2 12.4 0.0 25.8 0.0 0.029 TL 87.33 PV 0.1
Pipe: 2 34.5 4.352 PL 10.00 PF 0.0
2 12.4 0.0 25.8 0.0 0.7 120 FTG PE 0.0
4 12.4 0.0 25.8 0.0 0.000 TL 10.00 PV 0.0
Pipe: 3 34.5 4.352 PL 10.00 PF 0.0
1 12.4 0.0 23.2 0.0 0.7 120 FTG PE 0.0
3 12.4 0.0 23.2 0.0 0.000 TL 10.00 PV 0.0
Pipe: 4 34.6 1.752 PL 47.33 PF 2.6
3 12.4 0.0 23.2 0.0 4.6 120 FTG 4T PE 0.0
4 12.4 0.0 25.8 0.0 0.029 TL 87.33 PV 0.1
Pipe: 5 69.1 4.352 PL 10.00 PF 0.0
4 12.4 0.0 25.8 0.0 1.5 120 FTG PE 0.0
6 12.4 0.0 25.8 0.0 0.001 TL 10.00 PV 0.0
Pipe: 6 69.1 4.352 PL 10.00 PF 0.0
3 12.4 0.0 23.2 0.0 1.5 120 FTG PE 0.0
5 12.4 0.0 23.2 0.0 0.001 TL 10.00 PV 0.0
Pipe: 7 34.7 1.752 PL 47.33 PF 2.6
5 12.4 0.0 23.2 0.0 4.6 120 FTG 4T PE 0.0
6 12.4 0.0 25.8 0.0 0.030 TL 87.33 PV 0.1
Pipe: 8 103.8 4.352 PL 10.00 PF 0.0
6 12.4 0.0 25.8 0.0 2.2 120 FTG PE 0.0
8 12.4 0.0 25.8 0.0 0.003 TL 10.00 PV 0.0
Pipe: 9 103.8 4.352 PL 10.00 PF 0.0
5 12.4 0.0 23.2 0.0 2.2 120 FTG PE 0.0
7 12.4 0.0 23.2 0.0 0.003 TL 10.00 PV 0.0
Pipe: 10 35.1 1.752 PL 47.33 PF 2.6
7 12.4 0.0 23.2 0.0 4.7 120 FTG 4T PE 0.0
8 12.4 0.0 25.8 0.0 0.030 TL 87.33 PV 0.1
Pipe: 11 138.9 4.352 PL 80.67 PF 0.5
8 12.4 0.0 25.8 0.0 3.0 120 FTG 2E PE 0.0
16 12.4 0.0 26.3 0.0 0.005 TL 106.67 PV 0.1
Pipe: 12 138.9 4.352 PL 9.00 PF 0.0
7 12.4 0.0 23.2 0.0 3.0 120 FTG PE 0.0
9 12.4 0.0 23.1 0.0 0.005 TL 9.00 PV 0.1
Pipe: 13 89.3 1.752 PL 27.50 PF 8.1
9 12.4 0.0 23.1 0.0 11.9 120 FTG 2T PE 0.0
10 12.4 8.0 15.0 31.0 0.170 TL 47.50 PV 0.9
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 12/20/1996
JOB TITLE: REMOTE AREA #1
PIPE DATA (cont.)
Page 4
B:\96061-1.SDF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM.
NODES FT) K) PSI) GPM) F.L./FT PSI)
Pipe: 14 58.3 1.752 PL 10.00 PF 0.8
10 12.4 8.0 15.0 31.0 7.8 120 FTG PE 0.0
11 12.4 8.0 14.3 30.2 0.077 TL 10.00 PV 0.4
Pipe: 15 28.0 1.752 PL 10.00 PF 0.2
11 12.4 8.0 14.3 30.2 3.7 120 FTG PE 0.0
12 12.4 8.0 14.1 30.0 0.020 TL 10.00 PV 0.1
Pipe: 16 2.0 1.752 PL 10.00 PF 0.0
12 12.4 8.0 14.1 30.0 0.3 120 FTG PE 0.0
13 12.4 8.0 14.1 30.0 0.000 TL 10.00 PV 0.0
S
Pipe: 17 32.0 1.752 PL 10.00 PF 0.3
13 12.4 8.0 14.1 30.0 4.3 120 FTG PE 0.0
14 12.4 8.0 14.3 30.3 0.025 TL 10.00 PV 0.1
Pipe: 18 62.2 1.752 PL 10.00 PF 0.9
14 12.4 8.0 14.3 30.3 8.3 120 FTG PE 0.0
15 12.4 8.0 15.2 31.2 0.087 TL 10.00 PV 0.5
Pipe: 19 93.4 1.752 PL 40.00 PF 11.1
15 12.4 8.0 15.2 31.2 12.4 120 FTG 2T PE 0.0
16 12.4 0.0 26.3 0.0 0.185 TL 60.00 PV 1.0
Pipe: 20 232.4 4.352 PL 9.00 PF 0.1
16 12.4 0.0 26.3 0.0 5.0 120 FTG PE 0.0
24 12.4 0.0 26.4 0.0 0.012 TL 9.00 PV 0.2
Pipe: 21 49.7 4.352 PL 9.00 PF 0.0
9 12.4 0.0 23.1 0.0 1.1 120 FTG PE 0.0
17 12.4 0.0 23.1 0.0 0.001 TL 9.00 PV 0.0
Pipe: 22 89.1 1.752 PL 27.50 PF 8.1
17 12.4 0.0 23.1 0.0 11.9 120 FTG 2T PE 0.0
18 12.4 8.0 15.1 31.0 0.170 TL 47.50 PV 0.9
Pipe: 23 58.1 1.752 PL 10.00 PF 0.8
18 12.4 8.0 15.1 31.0 7.7 120 FTG PE 0.0
19 12.4 8.0 14.3 30.2 0.077 TL 10.00 PV 0.4
Pipe: 24 27.8 1.752 PL 10.00 PF 0.2
19 12.4 8.0 14.3 30.2 3.7 120 FTG PE 0.0
20 12.4 8.0 14.1 30.0 0.020 TL 10.00 PV 0.1
Pipe: 25 2.2 1.752 PL 10.00 PF 0.0
20 12.4 8.0 14.1 30.0 0.3 120 FTG PE 0.0
21 12.4 8.0 14.1 30.0 0.000 TL 10.00 PV 0.0
Pipe: 26 32.2 1.752 PL 10.00 PF 0.3
21 12.4 8.0 14.1 30.0 4.3 120 FTG PE 0.0
22 12.4 8.0 14.3 30.3 0.026 TL 10.00 PV 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA 1
PIPE DATA cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES FT) (K) PSI) GPM) F.L./FT PSI)
Pipe: 27 62.5 1.752 PL 10.00 PF 0.9
22 12.4 8.0 14.3 30.3 8.3 120 FTG ---- PE 0.0
23 12.4 8.0 15.2 31.2 0.088 TL 10.00 PV 0.5
Pipe: 28
23 12.4
24 12.4
Pipe: 29
24 12.4
32 12.4
Pipe: 30
17 12.4
25 12.4
Pipe: 31
25 12.4
26 12.4
Pipe: 32
26 12.4
27 12.4
Pipe: 33
27 12.4
28 12.4
Pipe: 34
28 12.4
29 12.4
Pipe: 35
29 12.4
30 12.4
Pipe: 36
30 12.4
31 12.4
Pipe: 37
31 12.4
32 12.4
Pipe: 38
32 12.4
40 12.4
Pipe: 39
25 12.4
i
33 12.4
i
93.7 1.752 PL 40.00 PF 11.2
8.0 15.2 31.2 12.5 120 FTG 2T PE 0.0
0.0 26.4 0.0 0.186 TL 60.00 PV 1.0
326.1 4.352 PL 9.00 PF 0.2
0.0 26.4 0.0 7.0 120 FTG PE 0.0
0.0 26.6 0.0 0.022 TL 9.00 PV 0.3
39.5 4.352 PL 9.00 PF 0.0
0.0 23.1 0.0 0.9 120 FTG PE 0.0
0.0 23.1 0.0 0.000 TL 9.00 PV 0.0
88.9 1.752 PL 27.50 PF 8.0
0.0 23.1 0.0 11.8 120 FTG 2T PE 0.0
8.0 15.1 31.1 0.169 TL 47.50 PV 0.9
57.8 1.752 PL 10.00 PF 0.8
8.0 15.1 31.1 7.7 120 FTG PE 0.0
8.0 14.3 30.3 0.076 TL 10.00 PV 0.4
27.5 1.752 PL 10.00 PF 0.2
8.0 14.3 30.3 3.7 120 FTG PE 0.0
8.0 14.1 30.1 0.019 TL 10.00 PV 0.1
2.6 1.752 PL 10.00 PF 0.0
8.0 14.1 30.1 0.3 120 FTG PE 0.0
8.0 14.1 30.1 0.000 TL 10.00 PV 0.0
32.6 1.752 PL 10.00 PF 0.3
8.0 14.1 30.1 4.3 120 FTG PE 0.0
8.0 14.4 30.4 0.026 TL .10.00 PV 0.1
63.0 1.752 PL 10.00 PF 0.9
8.0 14.4 30.4 8.4 120 FTG PE 0.0
8.0 15.3 31.3 0.089 TL 10.00 PV 0.5
94.3 1.752 PL 40.00 PF 11.3
8.0 15.3 31.3 12.6 120 FTG 2T PE 0.0
0.0 26.6 0.0 0.189 TL 60.00 PV 1.1
420.4 4.352 PL 6.33 PF 0.2
0.0 26.6 0.0 9.1 120 FTG PE 0.0
0.0 26.8 0.0 0.036 TL 6.33 PV 0.6
128.4 4.352 PL 6.33 PF 0.0
0.0 23.1 0.0 2.8 120 FTG PE 0.0
0.0 23.2 0.0 0.004 TL 6.33 PV 0.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA #1
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 40 88.7 1.752 PL 27.50 PF 8.0
33 12.4 0.0 23.2 0.0 11.8 120 FTG 2T PE 0.0
34 12.4 8.0 15.2 31.1 0.168 TL 47.50 PV 0.9
Pipe: 41 57.6 1.752 PL 10.00 PF 0.8
34 12.4 8.0 15.2 31.1 7.7 120 FTG ---- PE 0.0
35 12.4 8.0 14.4 30.4 0.076 TL 10.00 PV 0.4
Pipe: 42 27.2 1.752 PL 10.00 PF 0.2
35 12.4 8.0 14.4 30.4 3.6 120 FTG ---- PE 0.0
36 12.4 8.0 14.2 30.2 0.019 TL 10.00 PV 0.1
Pipe: 43 -2.9 1.752 PL 10.00 PF 0.0 i
36 12.4 8.0 14.2 30.2 0.4 120 FTG ---- PE 0.0 j
37 12.4 8.0 14.2 30.2 0.000 TL 10.00 PV 0.0
Pipe: 44 -33.1 1.752 PL 10.00 PF 0.3
37 12.4 8.0 14.2 30.2 4.4 120 FTG ---- PE 0.0
s
38 12.4 8.0 14.5 30.4 0.027 TL 10.00 PV 0.1
Pipe: 45 -63.5 1.752 PL 10.00 PF 0.9
38 12.4 8.0 14.5 30.4 8.5 120 FTG ---- PE 0.0
39 12.4 8.0 15.4 31.4 0.091 TL 10.00 PV 0.5
Pipe: 46 -94.9 1.752 PL 40.00 PF 11.5
39 12.4 8.0 15.4 31.4 12.6 120 FTG 2T PE 0.0
40 12.4 0.0 26.8 0.0 0.191 TL 60.00 PV 1.1
Pipe: 47 -515.3 4.352 PL 9.00 PF 0.5
40 12.4 0.0 26.8 0.0 11.1 120 FTG ---- PE 0.0
48 12.4 0.0 27.3 0.0 0.052 TL 9.00 PV 0.8
i
Pipe: 48 -217.1 4.352 PL 9.00 PF 0.1
33 12.4 0.0 23.2 0.0 4.7 120 FTG ---- PE 0.0
41 12.4 0.0 23.2 0.0 0.010 TL 9.00 PV 0.1
Pipe: 49 88.5 1.752 PL 27.50 PF 8.0
41 12.4 0.0 23.2 0.0 11.8 120 FTG 2T PE 0.0
42 12.4 8.0 15.3 31.3 0.168 TL 47.50 PV 0.9
Pipe: 50 57.2 1.752 PL 10.00 PF 0.7
42 12.4 8.0 15.3 31.3 7.6 120 FTG ---- PE 0.0
43 12.4 8.0 14.5 30.5 0.075 TL 10.00 PV 0.4
Pipe: 51 26.7 1.752 PL 10.00 PF 0.2
43 12.4 8.0 14.5 30.5 3.6 120 FTG ---- PE 0.0
44 12.4 8.0 14.4 30.3 0.018 TL 10.00 PV 0.1
Pipe: 52 -3.6 1.752 PL 10.00 PF 0.0
44 12.4 8.0 14.4 30.3 0.5 120 FTG ---- PE 0.0
45 12.4 8.0 14.4 30.3 0.000 TL 10.00 PV 0.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA #1
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM.
NODES FT) K) PSI) GPM) F.L./FT PSI)
Pipe: 53 34.0 1.752 PL 10.00 PF 0.3
45 12.4 8.0 14.4 30.3 4.5 120 FTG PE 0.0
46 12.4 8.0 14.6 30.6 0.028 TL 10.00 PV 0.1
Pipe: 54 64.6 1.752 PL 10.00 PF 0.9
46 12.4 8.0 14.6 30.6 8.6 120 FTG PE 0.0
47 12.4 8.0 15.6 31.6 0.094 TL 10.00 PV 0.5
Pipe: 55 96.2 1.752 PL 40.00 PF 11.7
47 12.4 8.0 15.6 31.6 12.8 120 FTG 2T PE 0.0
48 12.4 0.0 27.3 0.0 0.195 TL 60.00 PV 1.1
Pipe: 56 611.5 4.352 PL 9.00 PF 0.6
48 12.4 0.0 27.3 0.0 13.2 120 FTG PE 0.0
50 12.4 0.0 28.0 0.0 0.071 TL 9.00 PV 1.2
Pipe: 57 305.5 4.352 PL 23.00 PF 1.0
41 12.4 0.0 23.2 0.0 6.6 120 FTG 2E PE 0.0
49 12.4 0.0 24.2 0.0 0.020 TL 49.00 PV 0.3
Pipe: 58 32.4 1.752 PL 103.33 PF 3.7
49 12.4 0.0 24.2 0.0 4.3 120 FTG 4T PE 0.0
50 12.4 0.0 28.0 0.0 0.026 TL,143.33 PV 0.1
Pipe: 59 643.8 4.352 PL 7.00 PF 0.5
50 12.4 0.0 28.0- 0.0 13.9 120 FTG PE 0.0
52 12.4 0.0 28.5 0.0 0.078 TL 7.00 PV 1.3
Pipe: 60 273.2 4.352 PL 7.00 PF 0.1
49 12.4 0.0 24.2 0.0 5.9 120 FTG PE 0.0
51 12.4 0.0 24.3 0.0 0.016 TL 7.00 PV 0.2
Pipe: 61 34.4 1.752 PL 103.33 PF 4.2
51 12.4 0.0 24.3 0.0 4.6 120 FTG 4T PE 0.0
52 12.4 0.0 28.5 0.0 0.029 TL 143.33 PV 0.1
Pipe: 62 678.2 4.352 PL 9.00 PF 0.8
52 12.4 0.0 28.5 0.0 14.6 120 FTG PE 0.0
54 12.4 0.0 29.3 0.0 0.086 TL 9.00 PV 1.4
Pipe: 63 238.8 4.352 PL 9.00 PF 0.1
51 12.4 0.0 24.3 0.0 5.2 120 FTG PE 0.0
53 12.4 0.0 24.4 0.0 0.013 TL 9.00 PV 0.2
Pipe: 64 37.2 1.752 PL 103.33 PF 4.8
53 12.4 0.0 24.4 0.0 5.0 120 FTG 4T PE 0.0
54 12.4 0.0 29.3 0.0 0.034 TL 143.33 PV 0.2
Pipe: 65 715.4 4.352 PL 9.00 PF 0.9
54 12.4 0.0 29.3 0.0 15.4 120 FTG PE 0.0
56 12.4 0.0 30.1 0.0 0.095 TL 9.00 PV 1.6
I
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA 1
PIPE DATA cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM.
NODES FT) K) PSI) GPM) F.L./FT PSI)
Pipe: 66 201.6 4.352 PL 9.00 PF 0.1
53 12.4 0.0 24.4 0.0 4.3 120 FTG PE 0.0
55 12.4 0.0 24.5 0.0 0.009 TL 9.00 PV 0.1
Pipe: 67 40.3 1.752 PL 103.33 PF 5.6
55 12.4 0.0 24.5 0.0 5.4 120 FTG 4T PE 0.0
56 12.4 0.0 30.1 0.0 0.039 TL 143.33 PV 0.2
Pipe: 68 755.7 4.352 PL 7.00 PF 0.7
56 12.4 0.0 30.1 0.0 16.3 120 FTG PE 0.0
58 12.4 0.0 30.9 0.0 0.105 TL 7.00 PV 1.8
Pipe: 69 161.3 4.352 PL 7.00 PF 0.0
55 12.4 0.0 24.5 0.0 3.5 120 FTG PE 0.0
57 12.4 0.0 24.6 0.0 0.006 TL 7.00 PV 0.1
Pipe: 70 43.0 1.752 PL 103.33 PF 6.3
57 12.4 0.0 24.6 0.0 5.7 120 FTG 4T PE 0.0
58 12.4 0.0 30.9 0.0 0.044 TL 143.33 PV 0.2
Pipe: 71 798.7 4.352 PL 9.00 PF 1.1
58 12.4 0.0 30.9 0.0 17.2 120 FTG PE 0.0
60 12.4 0.0 31.9 0.0 0.117 TL 9.00 PV 2.0
Pipe: 72 118.3 4.352 PL 9.00 PF 0.0
57 12.4 0.0 24.6 0.0 2.6 120 FTG PE 0.0
59 12.4 0.0 24.6 0.0 0.003 TL 9.00 PV 0.0
Pipe: 73 46.6 1.752 PL 103.33 PF 7.3
59 12.4 0.0 24.6 0.0 6.2 120 FTG 4T PE 0.0
60 12.4 0.0 31.9 0.0 0.051 TL 143.33 PV 0.3
Pipe: 74 845.3 4.352 PL 9.00 PF 1.2
60 12.4 0.0 31.9 0.0 18.2 120 FTG PE 0:0
63 12.4 0.0 33.1 0.0 0.130 TL 9.00 PV 2.2
Pipe: 75 71.7 4.352 PL 9.00 PF 0.0
59 12.4 0.0 24.6 0.0 1.5 120 FTG PE 0.0
61 12.4 0.0 24.6 0.0 0.001 TL 9.00 PV 0.0
Pipe: 76 71.7 1.752 PL 53.33 PF 8.3
61 12.4 0.0 24.6 0.0 9.5 120 FTG 2T PE 0.0
62A 12.4 0.0 32.9 0.0 0.114 TL 73.33 PV 0.6
Pipe: 77 63.2 1.752 PL 2.92 PF 2.1
62A 12.4 0.0 32.9 0.0 8.4 120 FTG 2T PE 0.0
62 12.4 0.0 35.0 0.0 0.090 TL 22.92 PV 0.5
Pipe: 78 8.6 1.752 PL 50.00 PF 0.2
62A 12.4 0.0 32.9 0.0 1.1 120 FTG 2T PE 0.0
63 12.4 0.0 33.1 0.0 0.002 TL 70.00 PV 0.0
I
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA #1
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM.
NODES (FT) K) PSI) GPM) F.L./FT PSI)
Pipe: 79 853.9 4.352 PL 9.00 PF 1.2
63 12.4 0.0 33.1 0.0 18.4 120 FTG PE 0.0
65 12.4 0.0 34.3 0.0 0.132 TL 9.00 PV 2.3
Pipe: 80 63.2 4.352 PL 9.00 PF 0.0
62 12.4 0.0 35.0 0.0 1.4 120 FTG PE 0.0
64 12.4 0.0 35.0 0.0 0.001 TL 9.00 PV 0.0
Pipe: 81 16.8 1.752 PL 52.92 PF 0.7
64 12.4 0.0 35.0 0.0 2.2 120 FTG 4T PE 0.0
65 12.4 0.0 34.3 0.0 0.008 TL 92.92 PV 0.0
Pipe: 82 837.0 4.352 PL 10.00 PF 1.3
65 12.4 0.0 34.3 0.0 18.1 120 FTG PE 0.0
67 12.4 0.0 35.6 0.0 0.127 TL 10.00 PV 2.2
Pipe: 83 80.0 4.352 PL 10.00 PF 0.0
64 12.4 0.0 35.0 0.0 1.7 120 FTG PE 0.0
66 12.4 0.0 35.0 0.0 0.002 TL 10.00 PV 0.0
Pipe: 84 14.3 1.752 PL 52.92 PF 0.5
66 12.4 0.0 35.0 0.0 1.9 120 FTG 4T PE 0.0
67 12.4 0.0 35.6 0.0 0.006 TL 92.92 PV 0.0
Pipe: 85 851.3 4.352 PL 10.00 PF 1.3
67 12.4 0.0 35.-6 0.0 18.4 120 FTG PE 0.0
69 12.4 0.0 36.9 0.0 0.131 TL 10.00 PV 2.3
Pipe: 86 65.7 4.352 PL 10.00 PF 0.0
66 12.4 0.0 35.0 0.0 1.4 120 FTG PE 0.0
68 12.4 0.0 35.0 0.0 0.001 TL 10.00 PV 0.0
Pipe: 87 27.9 1.752 PL 52.92 PF 1.8
68 12.4 0.0 35.0 0.0 3.7 120 FTG 4T PE 0.0
69 12.4 0.0 36.9 0.0 0.020 TL 92.92 PV 0.1
Pipe: 88 879.2 4.352 PL 10.00 PF 1.4
69 12.4 0.0 36.9 0.0 19.0 120 FTG PE 0.0
71 12.4 0.0 38.3 0.0 0.140 TL 10.00 PV 2.4
Pipe: 89 37.8 4.352 PL 10.00 PF 0.0
68 12.4 0.0 35.0 0.0 0.8 120 FTG PE 0.0
70 12.4 0.0 35.0 0.0 0.000 TL 10.00 PV 0.0
Pipe: 90 37.8 1.752 PL 52.92 PF 3.2
70 12.4 0.0 35.0 0.0 5.0 120 FTG 4T PE 0.0
71 12.4 0.0 38.3 0.0 0.035 TL 92.92 PV 0.2
Pipe: 91 917.0 4.352 PL 16.50 PF 6.4
71 12.4 0.0 38.3 0.0 19.8 120 FTG 2E PE 0.0
72 12.4 0.0 44.7 0.0 0.151 TL 42.50 PV 2.6
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA #1
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM.
NODES FT) K) PSI) GPM) F.L./FT PSI)
Pipe: 92 917.0 6.357 PL 8.00 PF 1.2
72 12.4 0.0 44.7 0.0 9.3 120 FTG CG PE 4.9
73 1.0 0.0 50.9 0.0 0.024 TL 52.00 PV 0.6
Pipe: 93 917.0 6.080 PL 50.00 PF 2.7
73 1.0 0.0 50.9 0.0 10.1 150 FTG 2ET PE 0.4
73A 0.0 0.0 54.0 0.0 0.020 TL 138.00 PV 0.7
Pipe: 93A 917.0 7.980 PL 165.00 PF 1.0
73A 0.0 0.0 54.0 0.0 5.9 150 FTG E PE 0.9
74 2.0 0.0 54.1 0.0 0.005 TL 191.00 PV 0.2
Pipe: 94 FIXED PRESSURE LOSS DEVICE
75 2.0 0.0 61.1 0.0. 7.0 psi, 917.0 gpm
74 2.0 0.0 54.1 0.0
Pipe: 95 917.0 7.980 PL 35.00 PF 0.6
75 2.0 0.0 61.1 0.0 5.9 150 FTG ETG PE 0.9
A 0.0 SRCE 62.6 N/A) 0.005 TL 117.00 PV 0.2
NOTES:
1) Calculations were performed by the HASS 6.1.0 computer program
under license no. 807D427 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.
Atlanta, -GA 30345
2) The system has been balanced to provide an average
imbalance at each node of 0.001 gpm and a maximum
imbalance at any node of 0.075 gpm.
3) Velocity pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity
is 19.8 ft/sec at pipe 91.
I
L-.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11
Date: 12/20/1996 B:\96061-1.SDF
JOB TITLE: REMOTE AREA #1
4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: B MATERIAL: THNWL HWC: 120
Diameter Equivalent Fitting Lengths in Feet
in) E T L C B G A D
Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly
6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00
PAGE: E MATERIAL: PVC150 HWC: 150
Diameter Equivalent Fitting Lengths in Feet
in) E T L, C B G
Ell Tee LngEll ChkVly BfyVly GatVly
6.080 21.00 46.00 14.00 49.00 15.00 5.00
7.980 26.00 50.00 19.00 64.00 17.00 6.00
PAGE: J MATERIAL: SUPFLO HWC: 120
Diameter Equivalent Fitting Lengths in Feet
in) E T L C B G M D
Ell Tee LngELL ChkVa BfyVa GateVa A1mVa DpVA
1.752 5.00 10.00 3.00 11.00 7.00 1.00 12.00 12.00
4.352 13.00 25.00 8.00 29.00 16.00 3.00 26.00 13.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Date: 12/20/1996
JOB TITLE: REMOTE AREA #1
WATER SUPPLY CURVE
WATER SUPPLY ANALYSIS
Static: 88.00 psi Pesid: 80.00 psi Flow: 950.0 gpm
120.0
100.0
40.0
20.0
AI
14.7 1 1 1 1 1 1 1 1 1
400600 800 1000 1200 1400 1600 1800
FLOW (GPM)
B:\96061-1
LEGEND
Available pressure
1 71.24 psi C? 1417.0 gpm
27A7J Required pressure
62.61 psi R 1417.0 gpm
2000
Central Florida Fire Protection, Inc.
December 22, 1996
To whom it may concern:
Please allow Robert Farrell of Central FL Fire Protection Inc to submit for a permit for Public
Storage, 2905 S Orlando Ave, Sanford, FL.
Enclosed please find a copy of my state certificate and three sets of plans with hydraulic
calculations for the fire sprinkler system.
Sincerely,
mow-- 6,A.;6L
Steven Bartlett
State Certificate # 099932000192
0G 1') - d 6'.' 76 ,
LARRY POWosL° ALI$Z
W7oT. Bonded Bye°G
giJIiLICNo. CC46
crhar [ aauy x--
P.O. Box 1865 Goldenrod, FL 32733 - 1865 (407) 657-0223
SILENT
KNIGHT COMMERCIAL
s'=„°` FIRE ALARMS
FEATURES:
Eight zones, 6 Style A (class B) and 2 Style D
class A). 8 Expander Zones are Style A (class
B). Zones are interchangeable using the Model
7181 Zone Converter.
UL, FM, MEA (BSA), CFM Listed and Approved.
Event memory.
Fuseless design can reduce service time.
Field selectable, 12 or 24 VDC power supply.
Six amp current output at 12 volts, five amps at 24
volts.
Compatible with 2- and 4- wire smoke detectors
as well as water flow and sounding devices.
Easy to install, program and service.
Four programmable (Style Y) supervised signal
circuits, including steady, pulse and temporal.
Programmable smoke verification, pre -alarm
delay, and cross -zoning can minimize false alarms.
Four general purpose relays (Form C 24 volts at
2.5 amps resistive).
Built-in approved digital communicator with UL
required priorty reporting.
Flexible programming capabiities including up/
downloading and use of remote annunciator. No
desktop" programmer required.
Accu-Zone`-) diagnostics facilitate local and
remote troubleshooting.
Individual zone Walk Test.
DESCRIPTION:
The Silent Knight Model 5207 is an all -in -one fuseless
local fire evacuation control panel and digital
communicator designed for applications requiring
manual fire alarm, automatic fire alarm and water flow for
sprinkler system supervision. The basic unit offers fire
alarm for one to eight zones, expandable to 16 with the
optional 5210 expansion module. It is compatible with
both two- and four -wire smoke detectors. Compact, easy
to install and service, it delivers the features you'd expect
to find in fire systems costing much more.
During normal operation, the 5207 constantly checks
smoke and other sensing devices for fire conditions. It also
conducts system checks to determine if any troubles, or
5207
system problems, exist. If the 5207 encounters a fire or
trouble condition, it sends a report to a central monitoring
station (if applicable), and, typically, sounds ari audible/
visual warning in the local area.
The 5207's microprocessor constantly runs programs to
check inputs and carry out other routine functions. If the
program ever stops running, a watchdog circuit will detect
it and reset microprocessors to resume normal operations.
The Model 5207 conducts an automatic self -test every 24
hours —at a time you select —and sends a report to the
central station (if applicable).
Other features of the system include English -language
remote annunciation simplifying "Step Programming" of
custom options. Remote downloading of system
configurations can eliminate the expense of sending out a
service technician for reprogramming. System provides a
built-in fire drill procedure. The exclusive Accu-Zone
feature measures and displays zone voltages, so you can
set up and test the system without separate testing
equipment. Fuseless circuit board design eliminates one
of the most likely causes for service calls.
ARCHITECT/ENGINEER SPECIFICATIONS
The contractor shall provide a complete electrically supervised
fire alarm and communications system. The system shall
contain a fire alarm control/communicator and panel to
supervise and operate heat and smoke detection devices, alarm
signal devices, visual annunciators and an integral digital
communicator to transmit fire alarm and supervisory signals to
a central station. The control/communicator shall be UL Listed
or FM approved for use under NFPA 71, 72A, 72B, 72C and 72D
standards. It shall provide power and control for eight supervised
detection zones, four supervised alarm signal circuits and a dual
digital communicator. The control/communicator shall be
expandable to sixteen supervised detection zones and shall be
able to communicate to a central station in SIA, SK FSK1, SK 4/
2 or Radionics BFSK formats. The control/communicator shall
be Silent Knight Model 5207 or approved equal.
There shall be two Style D and six Style A detection zones. They
shall accommodate heat detectors, products of combustion
detectors, manual pull stations, sprinkler flow switches and gate
valve supervisory switches intermixed as desired and permitted
by NFPA 71, 72A, 7213, 72C, and 72D. Products of combustion
detection may be either two- or four -wire and shall be cross
listed by UL for use on the system. The detection zones shall be
programmed to (1) be cross zoned so that two individual zones
must sense products of combustion, (2) automatically reset a
detector to verify that smoke exists, (3) see a single detector in
alarm —before the alarm is sounded and a signal is transmitted
to the central station.
There shall be four 1 amp supervised (Style Y) alarm signal
circuits. They shall cause the bells/horns to ring steady/pulsing/
temporal throughout the premises until reset or silenced. Two
1 amp outputs can be combined to provide one 2 amp output.
The control shall be equipped with four auxiliary relays that shall
be programmed to operate on (1) pre -alarm, (2) tamper alarm,
3) special alarm, (4) fire alarm, (5) trouble, (6) no -silence, (7)
alarm by specific zone (1-16). The relays shall remain energized
until the panel is silence reset or the trouble condition is cleared,
unless "no -silence" is selected.
The control/communicator shall have an integral annunciator to
indicate sequentially zones in alarm, zones in trouble, and
system functions. LEDs shall augment the display to make clear
to an operator the system status. An integral touchpad shall be
provided to operate, set up, and interrogate the system. Vital
operations such as alarm silencing or reset shall be simple and
obvious to an operator. Authorization pass codes may or may
not be used.
The control/communicator shall have the capability to supervise
two telephone lines, seize the phone line, and send the alarm
signal on one or both lines without the addition of any more
equipment. It shall sound a local trouble signal if the telephone
service is interrupted for longer that 45 seconds and it shall
transmit a signal indicating the loss of phone line service to the
central station over the remaining phone line. A signal shall also
be transmitted indicating the restoral of phone service. The
control/communicator shall be able to report the loss of either
phone line without regard to which phone line failed first. If both
lines fail, a local signal shall sound.
The control/communicator shall have the ability to send a test
signal to the central station every 24 hours. The test signal shall
be able to be transmitted at a specific time of day or night by
setting a program within the panel.
The alarm signals transmitted to the central station shall indicate
which of the eight zones is in alarm and which zones are in
trouble, depending on which format is used. Restoral from alarm
or trouble shall also be transmitted by zone. The control/
communicator shall be capable of communicating to Silent
Knight, Radionics or Ademco central station receivers.
10 R231Y
EL LINE •1 TEL LINE R2
Tmaw'
2 PROGRA..ABLE. GENERAL
1 [-21 `ou<NPaA PURPOSE RELAYS (FORM C)
B ZONE. INPUTS SILENT KNIGHT
2 STYLE D (CLASS A) --
6 STYLE A (CLASS B) _. MODEL 5207 surERvaEo
N—L C.—
FIRE CONTROL
AND
COMMUNICATOR
10 LGSCD-LIME
OR CITY p)(
YDD[L 5210 pp(L 51f2
MODEL 5230
IDX[ CIIrAMOE
R[uOTE uM1MCYi09rOMCRSDrrLY
MODEL 5207 BLOCK DIAGRAM - TYPICAL INSTALLATION
LIGHTNING PROTECTION: Silent Knight guarantees this product against lightning strikes! We will repair or replace
the Silent Knight equipment, if necessary, should lightning disable it during the one-year warranty period. It's just another
reason why Silent Knight has been a nationwide leader in electronic security for 25 years.
SILENT 7550 Meridian Circle, Maple Grove, MN 55369-4927
MADE IN1-800-446-6444 or in Minnesota (612) 493-64350KNIGHTFAX: (612) 493-6475 AMERICA
FIRE SYSTEMS.. Form # 150376 (Rev 10 93)
Model 5207 Fire Control/Communicator Installation Manual
4.2 Current Draw Worksheet
A
B
C
in
E
Device
Number of
Devices
Current per
Device
Standby
Current
Alarm
Current
For each device, use this formula: This column X This column = Current per number of devices
5207 Fire Control
Communicator
1 Standby: 120 mA mA
Alarm: mA mA
5210 Zone Expander 1 Standby: 40 mA mA
Alarm: 40 mA mA
5220 Direct Connect module 1 Standby: 50 mA mA
Alarm: 50 mA mA
5230 Remote Annunciator
7 max.)
Standby: 60 mA r mA
Alarm: 120 mA mA
4180 Status Display module
2 max.)
Standby: 20 mA mA
Alarm: 140 mA mA
5260 Printer Interface I Standby: 25 mA mA
Alarm: 25 mA mA
Current Subtotals: mA? i mA
Smoke Detectors Refer to device manual for current ratings. See Tables 6-2 and 6-3 for max. # per loop.
Standby: ; 7 mA mA
Alarm: mA mA
Standby: mA mA
Alarm: mA mA
Standby: mA mA
Alarm: mA mA
Current Subtotals: mA mA
Notification Devices 4max.) Refer to device 'manualforcurrent ratings. r
X Alarm: /G2;,mA ram mA Alarm:
Z4'7 mA 2 mA Alarm:
mA mA Alarm:
mA mA Current
Subtotal: mA Additional
Devices Standby:
mA mA Alarm:
mA mA Standby:
mA mA Alarm:
mA mA Standby:
mA mA Alarm:
mA mA Standby:
mA mA Alarm:
mA mA Current
Subtotals: mA mA Total
current ratings of all devices in system (add A-D)*: bi SInA mA Total
current ratings converted to amperes (x .001): 1e, A This
information must be used with Table 4-1 and Table 4-2 to complete battery calculations. 4_
2 150865
Model 5207 Fire ControlICommunicator Installation Manual
t1-.
150865
4-4
ock MT and MT STROBE SERIESwheelMULTITONEELECTRONICSIGNALSDescription
INC.
Wheelock'
s MT and MT Strobe Series Multitone electronic signals offer a choice of eight (8) nationally and internationally recognized alerting sounds:
Horn, Bell, March Time Horn, Code-3 Tone, Code-3 Horn, Slow Whoop. Siren or Hi/Lo Tone. Our Code-3 horn and tone patterns are
engineered to comply with NFPAANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe
Signals, one alarm appliance meets most of your signaling needs. The
MT Strobes are designed for ADA applications with maximum performance, reliability and cost-effectiveness while meeting or exceeding the
latest requirements of NFPA 72 (the National Fire Alarm Code), ANSI 117.1 (the American National Standard For Accessible and Usable Buildings
and Facilities) and UL Standard 1971 (Standard for Signaling Devices for the Hearing Impaired). MT strobes, when properly specified and
installed in accordance with NFPA,,ANSI Standards, can provide the Equivalent Facilitation allowed under ADA Accessibility Guidelines ADAAG
General Section 2.2) by meeting or exceeding the illumination which results from the ADA specified strobe intensity of 75 candela at
50 feet. This is an illumination of 0.030 lumens per square foot (footcandles). Each
MT and MT Strobe appliance has two user selective sound output
levels: STANDARD dBA and HIGH dBA. The MT,MT 4 pro- vides
dual voltage capability in one unit, 12VDC or 24VDC operation, filtered
or FWR. The MT Strobe Electronic Signals operate with either
12VDC or 24VDC and may be used with filtered or unfiltered full -
wave -rectified) input voltages. Separate input terminals are available,
shunt wires are provided to enable both tone and strobe to
operate simultaneously from a single input. The
Multitone Strobe Signals are UL Listed for indoor use, ceiling and
wall mount, under Standard 1971 for Signaling Devices for the Hearing
Impaired and Standard 464 for Audible Signal Appliances, and
use a Xenon flashtube with solid state circuitry enclosed in a rugged
Lexan a lens to provide maximum reliability for effective vis- ible
signaling. Options include LS, MS and IS Series which are Listed at
15, 30 and 75 candela intensity to cover 20' X 20', 30' X 30' and 40'
X 40' rooms, respectively. The LSM Series 15/75 candela wall mounted
strobes were tested at UL for 75cd on axis, and are Listed at
15 candela under UL 1971 and meet 75 candela intensity on axis for
ADA guidelines with low current draw. MT
Series Signals have IN and OUT wiring terminations that accept two #
12 to #18 American Wire Gauge (AWG) wires at each ter- minal.
Inputs are polarized for compatibility with standard reverse polarity
type supervision. Underwriters
Laboratories (UL 1971) Listings, Factory Mutual, Cal- ifornia
State Fire Marshal, New York City MEA and Chicago BFP approvals
on selected models (see Ordering Information). SERIES
MT4 SERIES
MT Copyright
1994 Wheelock, Inc. All rights reserved. SERIES
MT Features
One
alarm appliance with (8) eight selective signals to provide superior
sound penetration for various ambient and wall condi- tions
with two field selectable sound output levels. Code-
3 Horn and Tone meet ANSI'NFPA ISO temporal pattern for
standard emergency evacuation signaling. Audible
and strobe can operate from a single signaling circuit with any
of the (8) eight audible signals. Designed
to meet or exceed NFPAANSI Standards and ADA Accessibility
Guidelines. Low
current draw with low temperature compensation to reduce power
consumption and wiring costs. MT
Strobe models available with 15, 1575, 30 and 75 candela ratings
for independent or single input activations. Wheelock'
s patented LS, LSM, MS. IS and HSW Series strobe designs (
with additional patents pending) offer fire alarm system designers,
specifiers and installers the industry's widest selection of
UL 1971 Listed strobe products. 12VDC
and 24VDC models with wide Listed voltage range, fil- tered (
DC) and FWR. (MT Strobe versions factory set.) Polarized
inputs for compatibility with standard reverse polarity type
supervision of circuit wiring by an alarm panel. Low
cost installation via standard electrical boxes. Attractive flush or
surface mounting options. No
additional trimplate required for flush mounting. Fast instal- lation
with In/Out screw terminals using #12 to #18 AWG. Compliance
with RFI limits in FCC Part 15, Class B for compat- ibility
with sensitive detection and communication circuits. Listed
under UL Standard 1971 for Signaling Devices for the Hearing
Impaired and UL 464 for Audible Appliances. MT &
MT-WM Strobe model available for outdoor installation requiring
weatherproof devices. In private mode location where
UL 1971 strobes are not required the MT-WM strobe model
is UL 1638 Listed at 117 cd and is designed for surface mounting
indoor or outdoor.
A WARNING: PLEASE READ THESE SPECIFICATIONS AND INSTRUCTIONS CAREFULLY BEFORE USING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THEFOLLOWINGINSTRUCTIONS, CAUTIONS AND WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN
EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS.
NOTE: All CAUTIONS and WARNINGS are identified by the symbol 0 . All warnings are printed in bold capital letters.
i
Alarm Tones
TONE
ALARM TONES
PATTERN DESCRIPTION
HORN BROADBAND HORN (Continuous)
BELL 1560 Hz MODULATED (0.07 sec. ON/Repeat)
MARCH TIME HORN HORN (0.25 sec. ON/0.25 sec. OFF/Repeat)
CODE-3 HORN HORN (ANSI S3.41 Temporal Pattern)
CODE-3 TONE 500 Hz (ANSI S3.41 Temporal Pattern)
SLOW WHOOP 500-1200 Hz SWEEP (4.0 sec. ON/0.5 sec. OFF/Repeat
SIREN 600-1200 Hz SWEEP (1.0 sec.ON/Repeat)
HI/LO 1000/800 Hz (0.25 sec. ON/Alternate)
Cnvrifiratinnc
Table 1: dBA and Current Ratings for Multitone Signals Without Strobes
Tone
Input Current'
AMPS @ 24VDC
Input Current'
AMPS @ 12VDC
Typical AnechoiC2
dBA at 10 Feet
Rated Reverberant
at 10 Feet
dBA3
Per UL 464
At Nominal
Input Voltage
At Minimum
Input Voltage
At Nominal
Input Voltage
HI STD HI STD HI STD HI STD HI STD
Horn 0.040 0.023 0.100 0.020 101 95 88 82 91 85
Bell 0.014 0.012 0.031 0.010 94 89 82 75 85 79
March Time Horn 0.040 0.023 0.100 0.020 101 95 85 79 88 82
Code-3 Horn O.D40 0.023 0.100 0.020 101 95 85 75 85 79
Code-3 Tone 0.028 0.017 0.060 0.015 97 92 79 75 82 75
Slow Whoop
Siren
0.048
0.036
0.026
0.023
0.100
0.082
0.025
0.020
101
100
96
95
88
85
82
82
88
88
82
82
HI/LO 0.020 0.014 0.044 0.012 95 90 82 79 85 79
Table 2: dBA and Current Ratings for Audible Portion of Multitone Si nals With Strobes
Tone
Input Current'
AMPS @ 24VDC
Input Current'
AMPS @ 12VDC
Typical Anechoic2
dBA at 10 Feet
Rated Reverberant
at 10 Feet
dBA3
Per UL 464
At Nominal
Input Voltage
At Minimum
Input Voltage
At Nominal
Input Voltage
HI STD HI STD HI STD HI STD HI STD
Horn 0.040 0.023 0.100 93 85 79 88 82
Bell 0.014 0.012 0.031 92 87 79 75 82 7,5
March Time Horn 0.040 0.023 0.100 99 93 82 75 85 7Code3Horn0.040 0.023 0.100 99 9379 75Code3Tone
Whoop
Siren
HI/LO
0.028
0.048
0.036
0.020
0.017
0.026
0:023
0.014
0.060
0.100
0.082
0:044 U029995
99
98
93
90
94
93
88
75Slow82
82
79
75
75
75
8579
85
82
79
75
1 Add 25% more input current than shown in Tables 1 and 2 when operating the unit at maximum input voltage. nateo input vonage (enner nnereu ut, ur
unfiltered full -wave -rectified (FWR)): Multitone Signals set for 24VDC operation are UL rated to operate over a voltage range from 20VDC to 31VDC. Multitone
Signals set for 12VDC operation are UL rated to operate over a voltage range of 10.5VDC to 15.6 VDC. Check the minimum and maximum output of the power
supply and standby battery and subtract the voltage drop -from the circuit wiring resistance to determine the applied voltage to the strobes. 2 Anechoic dBA is measured on axis in a non -reflective (free field) test room using fast meter response. For peak dBA (measured with peak meter response), add
5dBA to typical anechoic values shown in Table 1 and 2.
3 Reverberant dBA is a minimum UL rating based on sound power measurements in a reverberant test room.
4 Multitone Signals with and without strobes have a brief in -rush current during start-up. See "Installation Instructions".
I ,
I * A WARNING: MULTITONE STROBE MODELS SET ON "CODE-3 TONE" WITH "STANDARD dBA" DO NOT MEET THE 75 dBA MINIMUM UL REVERBERANT SOUNDLEVELREQUIREDFORPUBLIC -MODE FIRE PROTECTION SERVICE. (NOTED BY.' IN TABLE 2). MODELS WITH SETTINGS WHICH PRODUCE LESS THAN 75 dBA MAY NOT
I BE HEARD. THIS SETTING IS ACCEPTABLE ONLY FOR GENERAL SIGNALING (NON -FIRE ALARM) USE. USE THE "HIGH dBA SETTING WITH THIS TONE OR .USE A
E DIFFERENT TONE FOR PUBLIC MODE SERVICE.
8 WARNING: ALTHOUGH UL TESTING HAS VERIFIED THAT THESE PRODUCTS FUNCTION EVEN AT 80% OF THEIR MINIMUM RATING AND 110% OF THEIR MAXIMUMRATING, WHEELOCK STRONGLY RECOMMENDS THAT THE VOLTAGE APPLIED TO THESE PRODUCTS BE WITHIN THEIR RATED INPUT VOLTAGE RANGE. THE
APPLICATION OF IMPROPER VOLTAGE MAY RESULT IN DEGRADED OPERATION OR DAMAGE TO THESE PRODUCTS.
777777-
i-irii rinis )(nfnrmatinn
V
MODEL
NUMBER
ORDER
CODE
INPUT ,
VOLTAGE
RATED
CANDELA
MOUNTING
OPTIONS
APPROVALS
UL CFM FM MEA BFP
MT-12/24-R 5023 12/24 A-G X X X X Dec
MT4-12/24-R 5308 12/24 H X X X X Dec
MT-24-LS-VFR 5183 24 15 A-G X X X X Dec,_
MT-24-LSM-VFR 5182 24 15/75 A G X X X X Dec
MT-24-MS-VFR 5321 24 30 A-G X X X X Dec
MT-24-IS-VFR 5355 24 75' "" A G X X X X Dec
MT4 24 LS VFR 5315 24 15 H X X X X Dec
MT4-24-LSM-VFR 5374 24 15/75 H X X X X Dec
MT4-24-MS-VFR 5375 24 30 H X X X X Dec
MT4-24-IS-VFR 5370 24 75 H X X X X Dec
MT-24-WM-VFR ` 5025 24 117 C,D X X X X Dec
MT-12-LS-VFR 5383 12 15 A-G X Nov X Nov Dec
MT-12-MS-VFR 5384 12 30 A-G X Nov Dec Nov Dec
MT-12-LSM-VFR 5630 1.2 15/75 A-G X Nov X Nov Dec
MT4-12-LS-VFR 5385 12 15 H X Nov X Nov Dec
MT4-12-MS-VFR 5386 12 30 H X Nov Dec Nov Dec
MT4-12-LSM-VFR 5687 12 15/75 H X Nov ` X Nov Dec
ISP-R 5306 F,G X
IOB-R 5046 C,D X I X
RP-R 1 5042 E X
TABLE 3: STROBE CURRENT REQUIREMENT (AMPS)
VOLTAGE RATED AVERAGE CURRENT RATED PEAK CURRENT RATED INRUSH CURRENT
LS MS LSM I IS HSW LS I MS I LSM I IS HSW LS I MS I LSM I IS I HSW
20VDC 080 135 115 240 280 160M.
288.250 500 680 210 280 225 650 550
24VDC 080 135 115 225 230 19060 450 570 250 280 270 660 660
31VDC 080 135 115 195 190 21060 370 520 320 300 360 880 850
20VFWR 080 135 125 253 280 210 390 350 700 960 320 390 315 920 780
24VFWR 081 135 125 233 230 216 390 365 640 830 380 390 380 930 930
31VFWR 091 135 125 1 .196 190 F.240 390 365 520 750 450 420 500 1.25 1.20
10.5VDC 160 235 220 340 560 470 300 500 440
12VDC 160 235 220 340 560 470 300 500 440
15.6VDO 160 235 220 340 560 470 390 650 470
10.5VFWR 175 240 230 475 730 660 420 700 620
12VFWR 175 240 230 475 730 660 420 700 620
15.6VFWR 175 250 240 475 730 660 545 910 660
Note: All VFWR voltages in table are measured with DC volt meter. Multiply VFWR voltage by 1.11 to convert to VRMS.
Use the highest value of rated average current to determine the maximum number of strobes and to establish power supplies and wire gauge requirements. Use
the rated peak current or rated inrush current (whichever is higher) to verify fuse requirements.
Make sure that the average, peak and inrush currents do not exceed system power supplies or fusing limits. If the strobe and audible operate on the same circuit,
add the strobe current from Table 3 to the proper audible current from Table 1 or 2. See "Installation Instructions
8 WARNING: CONTACT WHEELOCK FOR "INSTALLATION INSTRUCTIONS" AND "GENERAL INFORMATION" SHEET ON THESE PRODUCTS. THESE MATERIALS CONTAINIMPORTANTINFORMATIONTHATSHOULDBEREADPRIORTOSPECIFYINGORINSTALLINGTHESEPRODUCTS, INCLUDING:
TOTAL CURRENT REQUIRED BY ALL DEVICES CONNECTED TO SYSTEM PRIMARY AND SECONDARY POWER SOURCES.
FUSE RATINGS ON SIGNALING CIRCUITS TO HANDLE MAXIMUM INRUSH OR PEAK CURRENTS FROM ALL DEVICES ON THOSE CIRCUITS. THE TIME DURATION OF
THE MAXIMUM STROBE INRUSH OR PEAK CURRENT IS 2 MILLISECONDS FOR LS/LSM/MS MODELS AND 4 MILLISECONDS FOR IS MODELS.
COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW,
INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS.
INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES.
Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed, operated, maintained and operationallytestedinaccordancewiththeirinstallationinstructionsatthetimeofinstallationandatleasttwiceayearormoreoftenandinaccordancewithlocal, state andfederalcodes, regulations and laws. Specification, application, installation, operation, maintenance and testing must be performed by qualified personnel for properoperationinaccordancewithallofthelatestNationalFireProtectionAssociation (NFPA), Underwriters' Laboratories (UL), National Electrical Code (NEC), Occupational
Safety and Health Administration (OSHA), local, state, county, province, district, federal and other applicable building and fire standards, guidelines, regulations, laws and codes including, but not limited to, all appendices and amendments and the requirements of the local authority having jurisdiction (AHJ).
l
s.
9 Fi (' 4 i 1 1 P 1 1 %k
f
J<
PRODUCT LINE aMMDUATiInu
Standard until. Dual action. Works with, or without, a9Gt0crushtute. Includes a terminal block with screws for
fast and easy wiring.
8G-1 OA Standard unit plus an auxiliary 4.0, Switch to provide
annunciator contacts,
liCrtOT Standard until plus key -test feature.
aG lop Standard unit plus N.O. swftch for pre-stgnal
operation.
BG tOl Standard unt plus key looking feature
8G-10L A Standard unit plus an auxiliary N.O. switch to provide
annunciator contacts, plus key locking feature.
BG iOWP Standard unit plus weatherproofing. includes surface
weatherproof box (WP•io).
BG1OSP Spanish version of standard unit. Dual action. Works
With Or wtf7 i Crush tube, includes terminal block.
BG-8 Manual Fire Alarm Pull Station. Single Action.
Normally -open contact.
Spanish Manual Fire Alarm Pvfl Station with Fli8G_nP FIRE) and JALE (PULL) in large capital letters.
Slrtgfe action. Normalily-ow cortac!.
Acceasortes
Surface mounting backbox for BG-8 series.
wP•10 Weatherproof surface back box for BG-iCWP.
SB-10 Surface back box for ail 3G-10 models.
B-TR Opbonw trim ring for BG-i 0.
54J'4 SERIES
GENERAL
The BG-8 Manual Fire Alarm Pull Station provides a single
action, normally -open contact alarm initiating point for use
with UL listed Fire Alarm Control Panels.
FUTURES
Sturdy metal construction.
Simple operation.
Operation, does not require replacement of parts.
Drawing of flames on cover helps communicate purpose
of this dAvica to nannln —1,- .1... 4
Designed to prevent false alar^s when bumped..
V vJ
shaken, or jarred.
OPERATION
Stations are non -break -glass operation.
The stations are operated by a pull on the pull cover. This
causes a key latch to act against a retaining mechanism
until adequate force is applied to open the station. As the
station opens, a switch is released to initiate an alarm. The
retainer in Model BG-8 is a permanent high tensile spring,
which e!im(nates the need for a glass retainer. When so
operated. the cover hangs down lard cannot be made to
stay it a closed position) indicating !hat the station was
used to turn in the alarm. (OPERATED STATIONS CAN
BE SEEN UP TO 100 FEET AWAY.)
Resettino is easily accomplished by use of a reset key.
The attractive design of the stations highlights its engi-
neered simplicity and unusual dependability; bumping,
shaking, or jarring will not activate the switch or circuit.
instruc`ions for operation of the staton are provided on the
front of the pull cover.
The BG-8 Station is die -formed from 1/8" thick satin finish
aluminum, with the operating instructions in raised letters.
Stations come in surface mounting models only.
BG-8 contacts rated at: 1 amp., 1-0 VAC, and 30 VDC.
PULL STA
80-10 SERIES
GENERAL
The Fire-Lite BG-10 Series manual alarm stations are
non -coded and dual action.
FEATURES
Highly visible.
Easily operated.
Attractive shape and textured finish.
Semi -Plush mounting on a standard single -gang electri• cal box.
Operates with or without a break tube.
Handle latches in down positior to clearly indicate that
the station has been operated.
Optional lock with key.
Optional N.O, contact for auxiliary functions.
Optional presignal circuit.
Spanish (FUEGO) version.
INSTALLATION
For semi -flush mounting, attach directly to a standard
single -gang electrical box. Terminal block with screws
allows quick installation.
OPERATION
Pulling the handle down causes it to latch in the down posi-
tion and to close the normaAy-open switch. The handle is
restored manually by unscrewing the alien head screw So
thetop of the case can pivot forward, allowing the spring -
loaded handle to return to its normal position. The case can
then be pivoted back to its normal position and secured
with the alien -head screw.
The BG-10L utifizes a mechanical key instead of the alien -
head screw.
The BG-10 Pit- has a normally -open, auxiliary switch which
is closed by rotating a key clockwise. (The key is non -
removable in this position.)
SPECIFICATIONS
Electrical:
Current Capacity: 3 amps 0 125 VAC.
r,a: _s .......... _. ,...•:::fir,_
recw
BG-8 SERIES
AND
BG-1 0 SERIES
PULL
STATIONS
MEA
38-93-E
BG-8,
BG-8SP)
05.1
ORM
E S L
P R O D U C T 1 N F O R M A T 1 0 N B U L L E T I N
Intelligent, self -diagnostics
Field replaceable optical chamber
Low -profile design
Plug-in terminal block
Advanced false alarm immunity
429 SERIES
Self -Diagnostic,
Two -Wire,
Photoelectric
Smoke Detectors
Model numbers:
429AT, 429C, 429CT, 429CRT, and 429CST
u
LISTED
The ESIL 429 Series self -diagnostic, two -wire
smoke detectors continually monitor their own
sensitivity and -operational status, and provide a visual
troubie indication If they drift cut of sensitivity range
or fail internal diagnostics. This meets NFPA 72 field
sensitivity testing requirements without the need for
external meters.
Additional diagnostic information is activated by
applying a maynet near the detector's integral reed
switch. This initiates a self -diagnostic routine and
provides visual indication of sensitivity level, ur if service
is required. -
The 429 Series is easily cleaned by simply replacing
ESL's proprietary field -replaceable optical chamber. All
models are designed to reduce false alarms from dust,
insects, RFI at external light.
An integral combination rate -of -rise and fixed 1350F
57°C), 50-foot rated, heat sensor is available with all '7
model detectors (see selection guide). An integrated
silicon heat sensor and a dedicated microprocessor are
used to detect heat and perform the rate of rise calcula-
tions, for earlier heat detection.
continued ,
ESL 429 Series Smoke Detectors
Architectural and Engineering Specifications
The ESL 429 Series low -profile, self -diagnostic, two -wire smoke
detectors work on the light scattering NrirtciPIC. A pulsed
infrared light -emitting diode serves as the light source, and a
high-speed photo -diode as the sensing element. When the
amount of light reflected onto the photodiode reaches the
sensitivity setting, the smoke sampling rate increases. Three
3) successive smoke sensings above the sensitivity setting are
required to sound an alarm. This design has superior
protection against false alarms caused by dust, insects, RF and
ambient -light.
A confirmed alarm causes the normally flashing power
indicator LEL) to light continuously and the optional alarm
relay (available in -R" models) to operate. A trouble indlcatlon
is automatically displayed by flashing the LED every second.
This meets NFPA 72 field sensitivity testing requirements. An
internal 85 d6 horn (available in "S` models) emits a steady
tone when the detector alarms and a pulsed tone when
power polarity is reversed.
The proprietary optical sensing chamber is field replaceable,
allowing quick and easy cleaning and maintenance.
Product Data
Sensitivity ........................................... max ..... 3.1 - 1.0%/ft.
min ... 3.1 + 0.50%/ft.
Operating temperature range ....................... 32°F to 100°F
0°C to 37.8*C
Operating humidity range ............................... 0 to 95% RH
Minimum voltage - C, C I, CRT, CST .............................. 8.5 V
AT.............. .................... I ............ I... 6.5 V
Maximum voltage - C, C1, CIO, CS1 .............................. 33 V
AT ................................................:... 2 0 V
Maximum ripple (peak to peak) .................................... 10°/cI
Typical average standby current ...............:..........:...... 70 µr1
Field wiring size ............................................... 14 - 24 AWG
Salection-Guide
Models with auxiliary relays are approved for releasing service
The very low profile 429 Series detectors are equipped with a
hinged cover, a concealed tamper -resistant latch, and insect
screens.
All wiring terminates in plug-in, clamp -type screw terminals.
The detectors mount to a standard single -gang electrical box,
a four -inch octagonal, four -inch square electrical box, or
WIREMOLD No. 5739 fixture box.
Smoke Detector Spacing
On smooth ceilings (as defined in NFPA 72), spacing of 30
feet 19.1 meters) may be used as a guide. Other spacing may
be used depending on ceiling height. high air movement,
and other conditions or response requirements.
1.65" (4.70 cm) - 6.1" (15 5 cm) (_
Alarm current ................................ 50 mA = i 0% 0 24 V DC
Max. avg. polarity reverse current - CST ..................... 1 U mA
Sounder speafrcations................................... 85 d8 at t 0 ft.
Heat detector specifications - fixed temp........... 135°F ± 51F
57.2°C ± 2.8`C)
rate of rise .......... 15°F/min. & > 105°F
8.30C/min. & > 40.6°CI
Relay specifications .................... 2A 9 28 V DC or )20 V AC
Packaging ..................... 10 detectors are packed In a carton
Color ... .... ....... ........ I........................ white_ cover/white base_
with UV inhibitor to prevent yellowing
Z-wire compatibility .................... see ESL Compatibility index
Listing...................................................................... UL 268
Feature Descriptionr0a91gnator
R Auxiliary Relay Used to activate other devices such as elevator recall, door nclders, strobes, etc. Listed for
releasing service.
S Built-in Sounder 85db built-in sounder alarms when smoke is detected or when power wiring polarity is reversed.
T
Integrated Fixed
Temp. and Rate of Integrated fixed I35'F (57cC) temperature ana rate of rise heat detector offers double protection.
Rise Heat Detector Ether heat detector or smoke detector can trip and latch LED and alarm relay outputs.
5entrol, Inc. Serttrol yurope tp 1994 Sentrol, ire certain of ,Me
Corporate Headquarters Tel . ,33 ; ! 47,98, J,.63 ite ns .rt the Procuct wormaticn
BD.-69i-4G5 33 1; 47.9fi.75. i 6utlelin are protected'unCer car orAW5LTe!: iirxal rucrcr;: PCC-64P,-74 4 more of the following parents:
roduct Of Seni:Yo), i11C. $0+o-2-4 -255b y. 163,969, 4,5 17,SS5. Ctner patents pencinq.
1
cnu^,.
nr resen-es m nt a.::, ,•gc xti'i.:i.,u..n •.r,u nx,i ian; E-
i 3 7 7-FG i OK• t 94
rrrruw
Cheme tunics o. HEAT
DETECTOR Rate -
of -Rise and Fixed Temperature One
or Two -Circuit, Normally Open WARNING:
HEAT
DETECTORS ARE NOT LIFE SAFETY DEVICES: USE FOR PROPERTY PROTFCT!ON ONLY! WHERE LIFE
SAFETY IS REQUIRED. SMOKE DETECTORS MUST ALSO BE USED BATTERY
BACK-UP: HEAT DETECTORS SHOULD BE ELECTRONICALLY SUPERVISED WITH BATTERY BACKUP
AT THE PANEL. THE
RATE -OF -RISE MECHANISM MAY BE SUBJECT TO REDUCED SENSITIVITY OVERTIME, ANNUAL TESTING
OF THE RATE -OF -RISE OPERATION IS RECOMMENDED. REFER
TO NFPA STANDARD 77 FOR APPLICATION REQUIREMENTS. TESTING AND MAINTENANCE. standard
single Circuit Dereclor Oval Ctrautt Ootwwr (vwd L r-
wwc Ma r LOnd w0 ,n:VP(ir4AN r gnaL:) ILIAfA
PANEL OR CJROUnr NO 1 nicrouy
o==P CIRCUIT NO 9 D
CONIdL7Eta
YWIe CdRt¢l'L.'] 3
tALAA TO Ar TO NEXT DETECTOR CstCURYrd.l CP
UM OF LatC Screw
Terminals }
Ai:wu PANELOR
FfSV - WMi
CONNECTED DETECTOR
jTO
n T OeTeciDa OR
Ai-0 OF UNE V
f iZrrrE I i
O rmc caru+[cT TO
NEXT DETECTOR NOTE:
All onj:e cucu:t MOWS ccrnc -Ln on
cro or Lm REBGTOR
HEMET101\l i;ny (T) ncrtnJly open dry contact. COTE 4I d; l cwv,t nW.04 w _a +nth wc
I:) a:;:m,Jly U(-n ,iry (0,1KA8 P!
Fire
Systems..
Electrical Ratings
6.125 Volts A.C., 3.0 imprre•e jrr
ChemeWnjcs 6. Volts CC„ Amp.
125 Volts DG, 02.3 Amp,
250 Volts C.C., 0.1 Amp.
HEATa ET ECTO R CC°rgned in accordance
with NFFA Standard 72
SERIES 600
SPECIFICATIONS
Manlmum Spwrtg
INC 2140 Atlawance'
Identirication cm Cireu)t Circult
Heat Collector Model Model DOCrlption Applicallana UL FM
None 601 L21 R;d-oi-Rim and Dionne! tamoerature 50x50 fl 34x30 K.
Fcrrxa Fixed Temp.. MUC!jalions gnd mling
indenCint 135OF (57oC). temperatures rwt
gnat exceoding 1001F (38°0.
Gray Ring 502 622 Retool-R,°se and Normal temperature wX50 It 311x 0 h
For 1r0 Fixed Temp
Jr n'
drne20YP
Nor—). suclualiona
and toning ce
temperaturesexceedingi,
w' erj100° f38'C1 WA not rGray
Spot 603 U3 Ftxpd T'rm4 Urn_"uzeiy violent 25x25 n '0X2Q ft ForVo
Only, 1351F temperature EuGualiors d'"
Po' 571C). and ceiling tempefa¢ires if
e.a nabnotexceeding 1004,F orgy
Spot 604 624 Fixer% Temp. UrurnuJ?y violent 15X15 n 75x15 n 6
Ring For w Only, 209F temperature IuCuattons l~.
Icrtaan- 64a%) and cd?ing lompere!.rrel S
ynal: exeeedAg 100e (360C) t
v but
not 1S0111' (13m). Refer
ea NFPA Standard 71 for application requirements. Llstinaa
and Approvals U.
L. Listed . Approved Board of Standards . Gallfamia State F.
M. Approved and Appesls, N.Y-C- (MEA) Fire Marshal Listed
CITY OF SANFORD
FI.RE.DEPARTMENT
FEES FOR SERVICES I
PHONE #: 407-322-4952 h
DATE:
r %
PERM T #: !
E
BUSINESS NAME:
ADDRESS: C" - i`arI k ^
e !
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
COMMENTS:
Fees must be paid to Sanford Building Department, 300 N. !
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
befojXe any further services can take place.
I certify that the above
information is true and
correct and that I will I
comply with all applicable
V\ codes and ordinances of the
City of Sanford, Florida. !
Z_a
Sanford e Prevention licadk< S' ature
F_
CITY OF SANFORD, FLORIDA '
I PERMIT NO. ' DATE—- 7
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME__ l 6//G S7'0--C 6e' 1!C
ADDRESS OF JOB a 9'OS' V • O`la'&J Dr. FL
3277 3
ELEC. CONTR esidential on -residential_
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
L. Change f Service Residential
Commercial
I
Mobile Home
Factory Built Housing
I
New Residential 0-100 Amp Service
101-200 Amp Service
201 Amp and above
New Commercial Amp Service
I
r Application Fee
I
I
TOTAL
By signing this application I am stating 1 will be in compliance with the NEC including Article 110, Section 110-9 and 110-10.
Plng Official Master E ectrician
STATE COMPETENCY NO.
pp_SAryA, APPLICATf0k, FOR TEMPORARY
CONSTRUCTION ACTIVITIES USE PERMIT
CITY OF SANFORD, A. offC0
DATE l U-1 0 ,46
To the Building Official:
The undersigned hereby
following described work:
OWNER
PERMIT NO. q'7— /( /
applies for a permit for the
ADDRESS //
NATURE OF WORK <.A J5T I01wS-V6_1 cG61
LEGAL DESCRIPTION i0va :Z o /a6 3 651 z-0&0 6 G%VC-
APPLICANT'S NAME Al is " &0-5 —k,
APPLICANT'S ADDRESS 3ca 6,J' CcX&Al
APPLICANT'S PHONE NUMBER
lam-' 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.
S Iq ZJ
Building Official Applic nt's Signature
6/94) Application type = TCAU
CITY OF SANFORD j
FIRE -DEPARTMENT S
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: J PERMIT #:
BUSINESS NAME: f'-G d/O i' G—>
ADDRESS: 'go-5- f o PHONE
NUMBER:( ) PLANS
REVIEW TENT PERMIT BURN
PERMIT REINSPECTION TANK
PERMIT FIRE SYSTEM M
AMOUNT $ _ S 4
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
ny 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. r
i
anford
e revention Applicants Signature
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS Altos— G/Y1 a PERMIT
NUMBER00
Total Contract Price of Job aj d Total Sq. Ft.
Describe Work t
lrl.
Type of Construction Flood Prone (YES) (NO)
Number of Stories Number of Dwellings Zoning
Occupancy: Residential Commercial Industrial
LEGAL DESCRIPTION
TAX I.D. NUMBER
OWNER
ADDRESS
CITY n r
please attach printout from Seminole Count
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
PHONE NUMBER q S 7 •- 41 fo
STATE F1 ZIP
CITY STATE
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
L4 ADDRESS _
CITY
0
H
b
4J
U
b
O
a
a
0
MORTGAGE LENDER
ADDRESS
CITY
STATE
STATE
ZIP
ZIP
ZIP
STATE ZIP
V
CONTRACTOR ( &,tT-a* L L ZJ} _ a 7 r1G,,J PHONE NUMBER Y07_ 657—OZZ3
ADDRESS ST. LICENSE NUMBER
CITY STATE ZIP S2?33
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.
m m a
Sig ature of Owner/Agent & Date Signature of Contractor & Date o a <
L /
F-, y
H V-
C Z
CZ Typ or Print Owner/Agent Name Type or Print Contractor's Name t7 x
O (D
r O hl
Signature of Notary & Date Si nature of Notary & Pate Q ' 0
v (official Seal) fi
ARLM911 EY
NZ NOTARY PUBLIC, STATE OF FLORIOa 0
My ION # CC476424aCOMMISSION
ro .
14
3
Z C EXPIRES: June 26, 1999 "ow
yp \
3ApplicaionApproveBY: Date:
Z C? FEES: uilding Radon Police ire
H Open Space Road Impact Application
o •-+ —
N o PERMIT VALIDATION: CHECK CASH DATE BY
o M a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD
Z a P
a
G
lleee-JJJ_
lllvvvy))) f C
r*
0
a
d
ADMIN)
GI
THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
HCEITED APR 1 6 1997
STRUCTURAL STEEL CERTIFICATION AFFIDAVIT
STATE OF FLORIDA
SEMINOLE COUNTY
REFERENCE ADDRESS: 02"9 d'> SouT34 oP— LA t>rz> \v ks ) &PtNJFcx2.--l_ .
I, 7R R\ Aki\ L - SN 5-U— ) p'-IZ , DO SOLEMNLY SWEAR
THAT I AM A STATE OF FLORIDA REGISTERED ENGINEER. I HEREBY CERTIFY
THAT THE STRUCTURAL STEEL ERECTED IS IN CONFORMITY WITH THE
APPROVED PLANS AND WITH THE STRUCTURAL PROVISIONS OF THE TECHNICAL
CODES.
SIGNATURE ITECT OR ENGINEER
AFFIX SEAL HERE)
fA
NAME OF ARCHITECT/ENGINEER PRINTED
Personally appeared before me, the undersigned authority, mlm-4 issuw
who, after being duly sworn by me say, an 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
15f
day of ,&1x
19 , who is personally known to me or has produced o (type of identification).
14NOW
nor F, MICHELLE E. SCRANTON
Signa re of Notary., Public, ..+ My Comm Exp. 6/26100
State of Florida .,,,: Bonded By Service Ins
No. CC567031
Personally Known I I Omer 1 0
Name of Notary typed, printed or stamped
zs y
i
0
CITY OF 5`ANFORD, FLORIDA
PERMIT NO'
r -
DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME
I
ADDRESS OF JOB
PLUMBING CONTR. 'l' c'j" f Res. _ Comm.
Subject to rules and regulations of Sanford plumbing code.
Residential: Number Amount
Alteration, Addition, Repair ! IE
New Residential:
One Water Closet
Additional Water Closet E
Commercial:
Fixtures. Floor Drain, Trap
Sewer r
Water Piping
Gas Piping
Factory -built housing
Mobile Home
Application Fee
Minimum Commercial Permit: W.,00 Total
W(/ 4Zv
est r PI bar
COMPETENCY CARD NO.
c,
CITY
DATE
a'_g'ERa'g''20 J'S ADD2T20N 2EPa XR
rn
f 3 33
CITY OF SANFORD. FLORIDA
q7 J,&0
PERMIT NO. DATE ®Gl gip
7-6/1? p P,9 u-,AE4Z 60,o
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NA 1n1;e 1'-A1e%
ADDRESS OF JOB d9(S .S Sokrl
ELEC. CONTR.5644-1,14P !SrAW-Cg.LAGResidenfial Non-residenfiaL—±:-':
Subject fo rules and regulations of fhe city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Chan e f Service Residential
Commercial
Mobile Home
Factor Built Housing
New Residential 0-100 Amp Service
101-200 Amp Service
201 Amp and above
vNewCommercial p ervice
Application Fee
U
TOTAL II L
By signing this application lam stating l will be in compliance with the NEC including Article 110, Section 110-9 and 110-10.
Building Official Mesfer Cleclrician
STATE COMPETENCY NO.Wda'
O`
To:
From
Date:
Re:
PuE3LIc sT®RAC3E, U c.
33 North Garden Ave., Suite 890
Clearwater, Florida 34615
8131 446-001 6 Fax (613) 442-6460 City
of Sanford, Florida Attn:
Building Department Rick
McKeever February
26, 1997 Pre -
power at Public Storage Sanford facility 2905
S. Orlando Drive, Orlando, FL 32773-5315 This
letter is to inform the City of Sanford, Building Dept. that the above referenced facility
will not be occupied during the pre -power phase of construction. Public Storage
will only staff the Sanford property after we get a permanent Certificate of Occupancy..
jf you have any questions please do not hesitate to contact me. Thank you. lv;
L -Z- z L Si
ed Dad State
of Florida County
of Pinellas I
hereby certify that on this day "e. 02 1997, before me personally appeared
ee e VC r` who is well known to me, and that acknowledged
executing the same freely and voluntarily. By:
My -
co Notary.:
Public cN
p4a GEORGINA M. RAY a
Lci NOTARY PUBLIC • STATE OF FLORIDA Commission #
CG498225 Expires
Sep 26, 1999 j
3l'`
11
a
a
i
CONSTRUCTION,
RB #0025720
CG #C012070
1227 - 9th Avenue West / Bradenton, FL 34205 / (941) 745-1700 FAX (941) 747-9345
DATE: October 1, 1996 ,
AUTHORIZATION FORM
I, ROGER BORTHWICK, for MIKE CARTER CONSTRUCTION, INC. do hereby authorize
our employee, EUGENE M. SMITH to act as agent in securing permits from the City of Sanford
for the Public Storage, Inc. Storage Facility Project, located at 2905 South Orlando Drive,
Sanford, Florida. I understand I am responsible for any and all work performed by Mike Carter
Construction, Inc.'s agent.
MIKE CARTER CONSTRUCTION INC.
CONTRACTOR'S NAME
CG C012
STATE,F
BY: RqGER BORTHWICK, Vice President
REP SENTATIVE `S SIGNATURE,
S4 2
SIGNA OF AGE , Eugene M. Smith
SWORN TO AND SUBSCRIBED BEFORE ME THIS Is'DAY OF October, 1996.
Carol A. Earich NOTARY PUBLIC
CAROL A EARICH
STATE OF FLORIDA AT LARGE
o
My Conrrim9on CC466063
Ex e.Jun.05,IM
oV Bonded by FW
Identification: Known to me ''FOF S10 800-4M'16
Project Name:
r
i
DEVELOPMENT FEE WORKSHEET E
i
CITY OF SANFORD
UTILITY - ADMIN.
P. 0. BOX 1788
SANFORD, FL 32772-1788
r,_46 oc S%.?qc-6 F/Ocll, 7Y' Date:9 2S
Owner/Contact Person: Phone:
Address • % G S, p!Q l 4nr4 a aR (Of-6
Type of Development:
1) RESIDENTIAL
Type of Unitas (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap) :
Water Meter Size (3/4",
1", 211, etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (cpmmercial,
industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap) :
Water Meter Size (3/4"
1", 2", etc.)
REMARKS: 6)V-f- CRa4iT G,e 01-O
CONNECTION FEE CALCULATION:
a 5-
rN
6x/371N6
C0R,41`3 8,1%Lar.v6 C l "RU
W #'ro-& 4171*7
7-o7Ac
Name - Signature - Date
REVISED `3/20/96
1 ) Water -ImpactSystem Fees
Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD)
Residential -
650/Unit - Single family structure, or multi -family unit
containing three 3) bedrooms or more.
487.50/Unit - Multi -family unit or Mobile Home unit containing 2vlessthanthree (3) bedrooms. (This category is
i based on judgement/assumption, estimation that
such family units on average require 751 - 225 GPD f 1r )
of the water and sewer service of an average
single family unit.)
Commercial -
650/ERU - Fixture unit schedule from Southern Plumbing Code y0willbe Y / used. One ERU will be charged for lU
connection and up to twenty (2) fixture units.
For projects having more than twenty (20) fixture
i units the Impact Fee will be determined by
increments of 251 based on multiples of five (5)
fixture units above the twenty (20) fixture unit
base for the first ERU. (Example: twenty-five25) fixture units will be rated as 1.25 eru;
twenty-six (26) fixture units will be rated as 1.5
ERU.)
2) Sewer System Impact Fees
Equivalent Residential Connections " 270 Gallons Per Day (GPD)
Residential -
1700 Unit - Single family structure, or multi -family unit
containing three (3) bedrooms or more.
1275/Unit - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (This category is
based on judgement/assumption/estimation that such
family units on average require 751 of water and
sewer service of an average single family unit.)
Commercial - Industrial - Institutional
1700/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged forjconnectionanduptotwenty (20) fixture units. 2) Sty
For projects having more than twenty (20) fixture
units the Impact Fee will be increments of 251
based on multiples of five (5) fixture units above
the twenty (20) fixture unit base for the first
ERU.. _(Example.:. twenty:five.(25) fixture units
will be rated as 1.25 ERU; twenty-six (26) fixture
units will be rated as 1.5 ERU.)
3. Water Meter Connection Fees
WATER METER SIZE FEES
3/4" $ 1130.
1 210.
1-1/2" 400.
2" 500.
3" 2,900. or they install4" 4,400. or they install6"
7,520. or they install
4. Sewer Connection Fee
Standard 4" Residential Connection - $260.
Non-standard connection - TO BE DETERMINED
NOTES ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT ORTUNNELINGOFTHEPAVEMENTWILLBEANADDITIONAL $250 FOR EACH SUCH TAP. i
3
Type of Fixture or Group of Fixtures Fixture Unit Value
Automatic clothes washer (2" standpipe) 3
Bathroom group consisting of a water closet, lavatory
bathtub or shower stall: Tank water closet 6,
Flush valve water closet 8
Bathtub (with or without overhead shower) 2
Bidet 3
Combination sink -and -tray w/food waste grinder 4
Combination sink -and -tray w/one 1-1/2" trap 3
Combination sink -and -tray w/separate 1-1/2" trap 3
Dental unit or cuspidor 1
Dental Lavatory 1
Drinking fountain 1/2 K =
Dishwasher, domestic 2
Floor drains w/2" waste 3
Kitchen sink, domestic w/one.1-1/2' trap 2
Kitchen sink, w/food waste grinder 3
Kitchen sink, w/food waste grinder & dishwasher 1-1/2" trap 5
Kitchen sink, domestic w/dishwasher 1-1/2' trap 4
Lavatory w/1-1/4" waste 1
w/1-1/2' waste 2k3 -
Laundry tray (1 or 2 compartments) 2
Shower stall, domestic 2
Showers (group) per head 3
Sinks: Surgeons 3
Flushing rim (with valve) 8
Service (trap standard) 3XI
Service (P trap) 2
Pot, scullery, etc. /1oP .5;,d" 4X1
Urinal, pedestal, syphon jet blowout 8
Urinal, wall lip 4
Urinal, stall, washout 4
Urinal trough (each 6' section) 2
Wash sink (circular -or multiple ) each set of faucets 12
Water closet, private (tank operation) 0<3 '-
Water closet, public (valve operation) 8
Fixtures not listed above: Trap size 1-1/4" or less 1
Trap size 1-1/2" 2
Trap size 2' 3
Trap size 1-1/2' 4
Trap size 3' 5
Trap size 4' 6
Reference: Standard Plumbing Code, Table 1304.1 page 13-4 and
Table 1304.2 page 13-5.
2
V,
42
STA40OFNY NHMVFPS 9001001 WET w8.PTPM8rR 04, 19T6
voilpimu APFIFCA1100 t? I 1 00
U01111P8 PERMIT NUM&FRI 0001` 0"1WRI 10 1
TRAFFIC ZONF: 002 06 nanfucd
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PVAI POOKI PKAI BOOK PAW RE (WK 1 0001, 1,01Z A 0,:
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CAW= PA15 OV TA, RECETWN& SIGKATW.UAIF A1091d DETAIL OF CALCULATION
AVAILABLE UPON REOUITOY, ALL 321-1130,X7356.
DESIGN TEAM WEST, INC,
Architects AA 0002335
1227 9th Avenue West
Bradenton, FL 34205-7374
941) 748-2604 - Fax (941) 749-0811
LAC'TUIEQ
WE ARE SENDING YOU Attached Under separate cover via the following items:
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order
COPIES DATE NO. DESCRIPTION
A IL
THESE ARE TRANSMITTED as checked below:
F approval ElApproved as.submitted
For your use Approved as noted
As requested Returned for corrections
For review and comment
FOR BIDS DUE 19
REMARKS
ft-?IRMJ MIA
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us
Pomponent Performance Method for Commercial Buildings Form 40OB-94
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-94 Version 2.1A
PROJECT NAME -Public Storage - Sanford
ADDRESS: 2905 S. Orlando Dr., Sanfor
OWNER: _Public Storage
AGENT:
BUILDING TYPE: _Storage
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _20924
MAX. TONNAGE OF EQUIPMENT PER SYSTEM:
COMPLIANCE CALCULATION:
PERMITTING OFFICE:
Sanford
CLIMATE ZONE: 5
PERMIT NO:
JURISDICTION NO: 691500
4
NUMBER OF ZONES: 5
METHOD B DESIGN CRITERIA RESULT
ENVELOPE PERFORMANCE 23.98 71.92 PASSES
OTHER ENVELOPE REQUIREMENTS PASSES
LIGHTING
INTERIOR LIGHTING 9413.00 22486.73 PASSES
EXTERIOR LIGHTING 490.00 4600.00 PASSES
LIGHTING CONTROL REQUIREMENTS PASSES
HVAC EQUIPMENT
COOLING EQUIPMENT
1. SEER 12.05 10.00 PASSES
2. SEER 11.25 10.00 PASSES
3. SEER 11.90 10.00 PASSES
4. SEER 11.60 10.00 PASSES
5. SEER 11.60 10.00 PASSES
HEATING EQUIPMENT
1. Et 20.00 N/A
AIR DISTRIBUTION SYSTEM INSULATION LEVEL
1. With Insulated Roof 4.20 4.20 PASSES
2. Conditioned Space 4.20 0.00 N/A
3. Conditioned Space 4.20 0.00 N/A
4. Conditioned Space 4.20 0.00 N/A
5. Conditioned Space 4.20 0.00 N/A
WATER HEATING EQUIPMENT
1. EF 1.00 0.90 PASSES
PIPING INSULATION REQUIREMENTS
1. Non -Circulating 1.00 1.00 PASSES
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance w'th the
Florida Energy fici
PREPARED BY:
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
I hereby certify that this building is
in compliance with the Florida Energy
Efficiency Code.
OWNER/AGENT:
DATE:
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 : Robert E. Hitchcock. Jr.. 5939/FT,
MECHANICAL: Ronald J. Schwied, P-E_ 42737
PLUMBING Ronald J_ Schwi_ed_, P-E_ 42737
ELECTRICAL: Ronald M. Forney, P_E_ 16372
LIGHTING Ronald M_ F6rnpy, P_E_ 16397
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
Northeast Commercial 1.09 0.65 0.18 Continuous Ove 1281
Northwest Commercial 1.09 0.65 0.18 Continuous Ove 921
Total Glass Area in Zone 1 = 2201
401.------GLAZING--ZONE 2------------------------------------------------ v-
Elevation Type U SC VLT Shading Area(Sgft)l
I
Northeast Commercial 1.09 0.65 0.18 01
Total Glass Area in Zone 2 = 01
401.------GLAZING--ZONE 3------------------------------------------------ v-
Elevation Type U SC VLT Shading Area(Sgft)l
I
Southeast Commercial 1.09 0.65 0.18 01
Total Glass Area in Zone 3 = 01
401------- GLAZING --ZONE 4------------------------------------------------ v-
Elevation Type U SC VLT Shading Area(Sgft)l
I
Northeast Commercial 1.09 0.65 0.18 01
Total Glass Area in Zone 4 = 01
401.------GLAZING--ZONE 5------------------------------------------------ v-
Elevation Type U SC VLT Shading Area(Sgft)l
I
Southeast Commercial 1.09 0.65 0.18 01
Total Glass Area in Zone 5 = 01
Total Glass Area = 2201
402.------WALLS--ZONE 1------------------------------------------------ I ---
Elevation Type U Added R Gross(Sgft)l
Northeast 8" FILLED BLOCK W/ ST 0.108 0 2151
Northwest 8" FILLED BLOCK W/ ST 0.108 0 4001
Total Wall Area in Zone 1 = 6151
402.------WALLS--ZONE 2------------------------------------------------ I ---
Elevation Type U Added R Gross(Sgft)l
I
Northeast 8" FILLED BLOCK W/ ST 0.108 0 5301
Southeast 8" FILLED BLOCK W/ ST 0.108 0 9301
Total Wall Area in Zone 2 = 14601
402.------WALLS--ZONE 3------------------------------------------------ I ---
Elevation Type U Added R Gross(Sgft)l
I
Southeast 8" FILLED BLOCK W/ ST 0.108 0 5001
Southwest 8" FILLED BLOCK W/ ST 0.108 0 9801
Total Wall Area in Zone 3 = 14801
402.------WALLS--ZONE 4--------------------------------------------=------
Elevation Type U Added R Gross(Sgft)l
I
Northeast 8" FILLED BLOCK W/ ST 0.108 0 9001
Northwest 8" FILLED BLOCK W/ ST 0.108 0 7001
Total Wall Area in Zone 4 = 16001
402.------WALLS--ZONE 5------------------------------------------------ I ---
Elevation Type U Added R Gross(Sgft)j
I
Southeast 8" FILLED BLOCK W/ ST 0.108 0 5601
7,
Southwest 8" FILLED BLOCK W/ ST 0.108 0 9001
Northwest 8" FILLED BLOCK W/ ST 0.108 0 7001
Total Wall Area in Zone 5 = 21601
Total Gross Wall Area = 73151
403.------DOORS--ZONE 1------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
Northeast 2 GLASS ENTRY DOOR 0.9 421
Total Door Area in Zone 1 = 421
403.------DOORS--ZONE 2------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
I
Northeast 1-3/4 Steel Door -Polyurethane core (24 0.29 211
Southeast 1-3/4 Steel Door -Polyurethane core (24 0.29 211
Total Door Area in Zone 2 = 421
403.------DOORS--ZONE 3------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
I
Southeast 1-3/4 Steel Door -Polyurethane core (24 0.29 211
Total Door Area in Zone 3 = 211
403.------DOORS--ZONE 4------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
I
Northeast 1-3/4 Steel Door -Polyurethane core (24 0.29 01
Total Door Area in Zone 4 = 01
403.------DOORS--ZONE 5------------------------------------------------ I ---
Elevation Type U Area(Sgft)l
I
Northwest -1-3/4 Steel Door -Polyurethane core (24 0.29 211
Total Door Area in Zone 5.= 211
Total Door Area = 1261
404.------ROOFS--ZONE 1------------------------------------------------ I ---
Type Color U Added R Area(Sgft)l
METAL ROOF W/ R-19 INSUL Medium 0.049 0 9671
Total Roof Area in Zone 1 = 9671
404.------ROOFS--ZONE 2------------------------------------------------ I ---
Type Color U Added R Area(Sgft))
I
METAL ROOF W/ R-19 INSUL Medium 0.049 0 57071
Total Roof Area in Zone 2 = 57071
404.------ROOFS--ZONE 3------------------------------------------------ I ---
Type Color U Added R Area(Sgft)l
I
METAL ROOF W/ R-19 INSUL Medium 0.049 0 37501
Total Roof Area in Zone 3 = 37501
404.------ROOFS--ZONE 4------------------------------------------------ I ---
Type Color U Added R Area(Sgft)l
I
METAL ROOF W/ R-19 INSUL Medium 0.049 0 52501
Total Roof Area in Zone 4 = 52501
404.------ROOFS--ZONE 5------------------------------------------------ I ---
Type Color U Added R Area(Sgft)l
METAL ROOF W/ R-19 INSUL Medium 0.049 0 52501
Total Roof Area in Zone 5 = 52501
Total Roof Area = 209241
405.------FLOORS-ZONE 1------------------------------------------------ I---
Type R Area(Sgft)
Slab on Grade/Uninsulated 0 967
Total Floor Area in Zone 1 = 967
405.------FLOORS-ZONE 2 ------------------------------------------------
Type . R Area(Sgft)
Slab on Grade/Uninsulated 0 5707
Total Floor Area in Zone 2 = 5707
405.------FLOORS-ZONE 3 ------------------------------------------------
Type R Area(Sgft)
Slab on Grade/Uninsulated 0 3750
Total Floor Area in Zone 3 = 3750
405.------FLOORS-ZONE 4 ------------------------------------------------
Type R Area(Sgft)
Slab on Grade/Uninsulated 0 5250
Total Floor Area in Zone 4 = 5250
405------- FLOORS -ZONE 5 ------------------------------------------------
Type R Area(Sgft)
Slab on Grade/Uninsulated 0 5250
Total Floor Area in Zone 5 = 5250
Total Floor Area = 20924
406.------INFILTRATION --------------------------------------------------
CHECK
Infiltration Criteria in 406.1.ABC.1 have been met.
407 COOLING SYSTEMS -----------------------------------------------
Type No Efficiency IPLV
I
Tonsl
1. Split System 1 12.05 2.501
2. Split System 1 11.25 4.001
3. Split System 1 11.9 3.001
4. Split System 1 11.6 4.001
5. Split System 1 11.6 4.001
408.------HEATING SYSTEMS ----------------------------------------------- I
Type No Efficiency
I
BTU/hrl
1. Electric Resistance 1 20 262001
2. No Heating System 0 0 01
3. No Heating System 0 0 01
4. No Heating System 0 0 01
5. No Heating System 0 0 01
409.------VENTILATION --------------------------------------------------- I
CHECKS
Ventilation Criteria in 409.1.ABC.1 have been met. I V
410.-----AIR DISTRIBUTION SYSTEM ---------------------------------------- I
AHU Type Duct Location R-valuej
1. Split / PTAC Air Conditioner With Insulated Roof
I
4.21
2. Split / PTAC Air Conditioner Conditioned Space 4.21
3. Split / PTAC Air Conditioner Conditioned Space 4.21
4. Split / PTAC Air Conditioner Conditioned Space 4.21
5. Split / PTAC Air Conditioner Conditioned Space 4.21
411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- I
Type R-value/in Diameter Thickness)
I
1. Non -Circulating 4 0.75 1.01
411.-----PUMPS AND PIPING -ZONE 2--------------------------------------- I ---
Type R-value/in Diameter Thickness)
411.-----PUMPS AND PIPING -ZONE 3------------------------------------------
Type R-value/in Diameter Thicknessi
411.-----PUMPS AND PIPING -ZONE 4------------------------------------------
Type R-value/in Diameter Thickness)
411.-----PUMPS AND PIPING -ZONE 5------------------------------------------
Type R-value/in Diameter Thickness)
412.-----WATER HEATING SYSTEMS -ZONE 1-------------------------------------
Type Efficiency StandbyLoss InputRate Gallons)
I
1. <=12 kW 1.0 0 2 19.91
412.-----WATER HEATING SYSTEMS -ZONE 2---------------------------------- I ---
Type Efficiency StandbyLoss InputRate Gallons)
412.-----WATER HEATING SYSTEMS -ZONE 3-------------------------------------
Type Efficiency StandbyLoss InputRate Gallons[
412.-----WATER HEATING SYSTEMS -ZONE 4-------------------------------------
Type Efficiency StandbyLoss InputRate Gallons)
412.-----WATER HEATING SYSTEMS -ZONE 5 ----------------------------------
Type Efficiency StandbyLoss InputRate Gallons)
413.-----ELECTRICAL POWER DISTRIBUTION -------------------------------------
ICHECKI
Metering criteria in 413.1.ABC.1 have been met. I
Transformer criteria in 413.1.ABC.2 have been met.
414.-----MOTORS ---------------------------------------------------i-----i--- 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)j
I
Reception 1 On/Off 2 285 2801
Reading, T 1 On/Off 1 On/Off 1 471 2941
Reading, T 1 On/Off 2 285 1951
Leisure Di 1 On/Off 2 142 421
Toilet and 1 On/Off 2 72 331
Toilet and 1 On/Off 2 72 441
Toilet and 1 On/Off 2 72 441
Material H 1 On/Off 2 72 351
Total Watts for Zone 1 = 14711
Total Area for Zone 1 = _9661
415.-----LIGHTING SYSTEMS -ZONE 2--------------------------------------- I ---
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)l
I
Fine Activ 1 Occupancy Sens 5 2022 57071
Total Watts for Zone 2 = 20221
Total Area for Zone 2 = 57071
415.-----LIGHTING SYSTEMS -ZONE 3--------------------------------------- I ---
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)j
I
Fine Activ 1 Occupancy Sens 3 1600 37501
Total Watts for Zone 3 = 16001
Total Area for Zone 3 = 37501
415. LIGHTING SYSTEMS -ZONE 4 ---------------------------------------
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)1
I
Fine Activ 1 Occupancy Sens 7 2160 52501
Total Watts for Zone 4 = 21601
Total Area for Zone 4 = 52501
415.-----LIGHTING SYSTEMS -ZONE 5--------------------------------------- I ---
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)1
I
Fine Activ 1 Occupancy Sens 6 2160 52501
Total Watts for Zone 5 = 21601
Total Area for Zone 5 = 52501
Total Watts = 94131
Total Area = 209231
ICHECKI
Lighting criteria in 415.1.ABC have been met. 1
1-----I---
16. HVAC load sizing has been performed. (407.1.ABC.1) Ij--1---
17. Duct sizing and design have been performed. (410.1.ABC.1.2) 1 I
I-----1---
18. Testing and balancing will be performed. (410.1.ABC.4) I I
I-----I---
19. Operation/maintenance manual will be provided to owner.(102.1)1
AIR SYSTEM DESIGN LOAD SUMMARY
Air System.: OFFICE ZONE - ZONE 1 08-14-96
Weather....: Orlando, Florida HAP v3.20
Prepared By: FORNEY ENGINEERING INC. Page 1 of 1
COOLING AT........: Jul @ 1500 HEATING AT......: Winter Design
COOLING OA DB/RH..: 94.0 F / 44 % HEATING OA DB... : 35.0 F {
1 C 0 0 L I N G 1 HEATING {
1 Sensible Latent { Sensible {
ZONE LOADS Details BTU/hr) BTU/hr) { (BTU/hr) 1
Solar Loads 1 281 sqft I 4478 I - I
1 Wall Transmission 1 314 sqft 654 1337 {
1 Roof Transmission I 967 sqft 3171 1671 {
Glass Transmission I 281 sqft 4887 10720 {
Skylight Transmission I 0 sqft 0 0 {
Door Transmission i 20 sqft I 96 210 {
Floor Transmission I 967 sqft I 0 I 866 I
I Partitions 0 sqft I 0 1 0{
1 Ceiling 0 sqft 0 I 0 I
1 Overhead Lighting 1 1285 W 3697
Task Lighting I 0 W I 0 I -
1 Electric Equipment I 0 W 0 1 -{
I People 6 people) 1127 1060 1 -
I Infiltration 1 I 0 0 1 0 1
Miscellaneous I I 0 0 I -
1 Safety Factor 10/ 10/ 20 1 1811 106 1 2961 1
1 >>Total Zone Loads (1) 1 1 19920 1166 1 17765 1
1 Zone Conditioning (2) 1 1 19940 1166 I 19894 1
1 Plenum Wall Load I 0% I 0 I -
1 Plenum Roof Load I 0% I 0
I Plenum Lighting Load 0 s I 0
1 Return Fan Load I I 0 I 0 1
I Ventilation Load 1 120 CFM 2451 3340 { 4271 1
1 Supply Fan Load 1 1028 CFM I 381 1 -381 i
Space Fan Coil Fans I I 0 i 0 1
1 Duct Heat Gain/Loss I 0% 0 I 0 1
I >>Total System Loads 1 1 22773 4506 1 23784 1
1 Central Cooling Coil 1 1 22773 4514 I 0 1
1 Central Heating Coil i I 0 - 1 23784 I
i Precool Coil I 1 0 0 1 0 I
i Preheat Coil I i 0 - I 0 1
1 Central Reheat Coil I i 0 -
1 Humidification Load { ( 0 0 I -
1 Terminal Reheat Coils I I 0 - 1 0 1
i Space/Skin Heat Coils ( 1 0 - I 0
I >>Total Conditioning 1 1 22773 4514 1 23784 1
Notes: (1) Zone loads calculated at occupied thermostat setpoint.
2) Zone conditioning based on heat extraction analysis.
3) In the COOLING column, positive loads indicate heat gains,
while positive coil loads indicate system heat removal.
4) In the HEATING column, positive loads indicate heat loss,
while positive coil loads indicate system heat addition.
AIR SYSTEM DESIGN LOAD SUMMARY
Air System.: STORAGE (E-SE) - ZONE 2 08-14-96
Weather....: Orlando, Florida HAP v3.20
Prepared By: FORNEY ENGINEERING INC. Page 1 of 1
I COOLING AT........: Jul @ 1400 HEATING AT......: Winter Design 1
I COOLING OA DB/RH..: 93.5 F / 45 % HEATING OA DB... : 35.0 F
I C 0 0 L I N G I HEATING 1
I I I Sensible Latent I Sensible I
ZONE LOADS I Details 1 (BTU/hr) (BTU/hr) 1 (BTU/hr) J
Solar Loads
Wail Transmission
Roof Transmission
Glass Transmission
Skylight Transmission
Door Transmission
Floor Transmission
Partitions
Ceiling
Overhead Lighting
Task Lighting
Electric Equipment
People
9
1439
5707
9
0
12
5707
0
0
2854
0
0
4
sqf t
sgft
sgft
sgft
sgft
sgft
sgft
sgft
sqf t
W
W
W
people
202
3635
20347
69
0
55
0
0
0
8728
0
0
905 1820
6129
9864
158
0
126
3503
0
0
Infiltration 1 I 0 0 I 0 I
Miscellaneous I I 0 0 1 -
Safety Factor 1 10/ 10/ 20 1 3394 182 1 3956 1
1 >>Total Zone Loads (1) 1 1 37337 2002 1 23735 1
1 Zone Conditioning (2) 1 1 36413 2002 1 1131
i Plenum Wall Load I 0% 1 0
Plenum Roof Load i 0 s I 0
Plenum Lighting Load I 0% I 0
J Return Fan Load 1 I 0 I 0 1
Ventilation Load 1 60 CFM 1 1188 1616 1 1920 i
Supply Fan Load 1 1933 CFM 1 717 I 717 1
I Space Fan Coil Fans I I 0 I 0 1
1 Duct Heat Gain/Loss I 0% 1 0 1 0 1
I >>Total System Loads 1 1 38318 3618 1 73 1
Central Cooling Coil I 1 38318 3538 I 0 1
1 Central Heating Coil I I 0 I 0 1
1 Precool Coil i 1 0 0 I 0 1
1 Preheat Coil I I 0 I 0 1
Central Reheat Coil I I 0
1 Humidification Load I I 0 0 1 I
Terminal Reheat Coils I I 0 I 0 1
I Space/Skin Heat Coils 1 1 0 1 0
I >>Total Conditioning 1 1 38318 3538 1 0 1
Notes: (1) Zone loads calculated at occupied thermostat setpoint.
2) Zone conditioning based on heat extraction analysis.
3) In the COOLING column, positive loads indicate heat gains,
while positive coil loads indicate system heat removal.
4) In the HEATING column, positive loads indicate heat loss,
while positive coil loads indicate system heat addition.
AIR SYSTEM DESIGN LOAD SUMMARY
Air System.: STORAGE (S-SE) - ZONE 3 08-14-96
Weather....: Orlando, Florida HAP v3.20
Prepared By: FORNEY ENGINEERING INC. Page 1 of 1
I COOLING AT........: Jul @ 1300 HEATING AT......: Winter Design
COOLING OA DB/RH..: 92.1 F / 47 % HEATING OA DB...: 35.0 F
I I I C 0 0 L I N G I HEATING 1
I Sensible Latent { Sensible
ZONE LOADS 1 Details 1 (BTU/hr) BTU/hr) I (BTU/hr) 1
Solar Loads l 9 sqft 1 387 I - I
Wall Transmission l 1459 sqft I 2924 I 6214
I Roof Transmission I 3750 sqft I 13708 1 6482
1 Glass Transmission l 9 sqft 1 64 l 158 1
I Skylight Transmission 1 0 sqft I 0 l 0
I Door Transmission 1 12 sqft 1 51 1 126 1
I Floor Transmission l 3750 sqft 0 1 2664
1 Partitions I 0 sqft I 0 I 0 I
I Ceiling 1 0 sqft I 0 I 0 1
Overhead Lighting i 1875 W i 5689
1 Task Lighting I 0 W I 0 I -
I Electric Equipment I 0 W I 0 I -
I People 1 4 people) 886 1820 1 -
Infiltration I 1 0 0{ 0 1
I Miscellaneous I I 0 0 1 -
I Safety Factor 1 10/ 10/ 20 01 2371 182 1 3129 1
r------------------+--------------+--------------------+----------+
I >>Total Zone Loads (1) 1 1 26080 2002 1 18771
i Zone Conditioning (2) I 1 26096 2002 I -1330 I
1 Plenum Wall Load I 0% I 0 I -
Plenum Roof Load i 0% I 0 I -
I Plenum Lighting Load I 0% 0
1 Return Fan Load ( I 0 I 0 1
1 Ventilation Load I 60 CFM 1 1103 1647 1 1888 1
I Supply Fan Load 1 1346 CFM 1 499 I -499 1
I Space Fan Coil Fans 1 0 1 0
I Duct Heat Gain/Loss 1 0 % 1 0 1 0
I >>Total System Loads 1 1 27698 3649 1 59 1
I Central Cooling Coil I 1 27698 3661 1 0
1 Central Heating Coil 1 1 0 1 0
I Precool Coil 1 1 0 0 1 0 1
Preheat Coil I 1 0 I 0
1 Central Reheat Coil I I 0 I -{
I Humidification Load 1 I 0 0 1 - I
1 Terminal Reheat Coils I I 0 I 0{
I Space/Skin Heat Coils 1 I 0 1 0 1
I >>Total Conditioning 1 1 27698 3661 1 0 1
Notes: (1) Zone loads calculated at occupied thermostat setpoint.
2) Zone conditioning based on heat extraction analysis.
3) In the COOLING column, positive loads indicate heat gains,
while positive coil loads indicate system heat removal.
4) In the HEATING column, positive loads indicate heat loss,
while positive coil loads indicate system heat addition.
AIR SYSTEM DESIGN LOAD SUMMARY
Air System.: STORAGE (NE) - ZONE 4 08-14-96
Weather....: Orlando, Florida HAP v3.20
Prepared By: FORNEY ENGINEERING INC. Page 1 of 1
I COOLING AT........: Jul @ 1400 HEATING AT......: Winter Design
I COOLING OA DB/RH..: 93.5 F / 45 % HEATING OA DB... : 35.0 F 1
I I I C 0 0 L I N G I HEATING
I Sensible Latent I Sensible I
1 ZONE LOADS 1 Details I (BTU/hr) BTU/hr) I (BTU/hr) 1
Solar Loads 1 0 sqft I 0 I -
Wall Transmission 1 1600 sqft I 3731 1 6814 1
J Roof Transmission I 5250 sqft 1 18718 1 9075 I
1 Glass Transmission I 0 sqft 1 0 i 0 1
I Skylight Transmission 1 0 sqft I 0 I 0
Door Transmission
Floor Transmission
Partitions
Ceiling
Overhead Lighting
Task Lighting
Electric Equipment
People
Infiltration
Miscellaneous
Safety Factor
0
5250
0
0
2625
0
0
4
sqft
sqft
sqft
sqft
W
W
W
people
10/ 10/ 20 %
0
0
0
0
8029
0
0
905
0
0
3138
1820
0
0
182
0
3312
0
0
0
3840
1 >>Total Zone Loads (1) 1 1 34522 2002 1 23042 1
Zone Conditioning (2) I I 33773 2002 I -1178
Plenum Wall Load 1 0% I 0 1 -
Plenum Roof Load I 0% I 0 I -
Plenum Lighting Load I 0% 1 0 1 -
Return Fan Load I I 0 I 0
Ventilation Load I 60 CFM I 1189 1610 1 1912
Supply Fan Load I 1794 CFM I 665 i -665
Space Fan Coil Fans I I 0 1 0
Duct Heat Gain/Loss I 0 s 1 0 I 0
I >>Total System Loads 1 1 35626 3612 1 69 1
I Central Cooling Coil I 1 35626 3536 I 0 1
Central Heating Coil 1 I 0- I 0 1
1 Precool Coil 1 I 0 0 1 0 1
I Preheat Coil I I 0 I 0
I Central Reheat Coil I I 0 I
I Humidification Load I I 0 0 I
I Terminal Reheat Coils 1 1 0 I 0 1
Space/Skin Heat Coils I 0 1 0 I
I >>Total Conditioning 1 1 35626 3536 1 0 1
Notes: (1) Zone loads calculated at occupied thermostat setpoint.
2) Zone conditioning based on heat extraction analysis.
3) In the COOLING column, positive loads indicate heat gains,
while positive coil loads indicate system heat removal.
4) In the HEATING column, positive loads indicate heat loss,
while positive coil loads indicate system heat addition.
AIR SYSTEM DESIGN LOAD SUMMARY
Air System.: STORAGE (SW) - ZONE 5 08-14-96
Weather....: Orlando, Florida HAP v3.20
Prepared By: FORNEY ENGINEERING INC. Page 1 of 1
I COOLING AT........: Jul @ 1300 HEATING AT......: Winter Design 1
I COOLING OA DB/RH..: 92.1 F / 47 % HEATING OA DB... : 35.0 F I
I I I C 0 0 L I N G I HEATING 1
I I Sensible Latent I Sensible 1
ZONE LOADS I Details i (BTU/hr) BTU/hr) 1 (BTU/hr) 1
I Solar Loads 1 0 sqft 1 0 I - I
I Wall Transmission 1 2139 sqft 1 4272 1 9110 1
Roof Transmission 1 5250 sqft i 19191 I 9075 i
Glass Transmission i 0 sqft 1 0 1 0 1
I Skylight Transmission I 0 sqft 1 0 1 0 I
Door Transmission 1 21 sqft 1 90 1 221 I
Floor Transmission 1 5250 sqft 1 0 1 3859 1
Partitions l 0 sqft 1 0 i 0 I
I Ceiling 1 0 sqft 1 0 1 0 I
I Overhead Lighting l 2625 W I 7964
I Task Lighting I 0 W I 0 I -
1 Electric Equipment I 0 W I 0
I People 1 4 peoplel 886 1820 1 -
1 Infiltration I 1 0 0 1 0
I Miscellaneous I I 0 0
Safety Factor I 10/ 10/ 20 1 3240 182 1 4453 1
1 >>Total Zone Loads (1) 1 1 35643 2002 1 26717 1
l Zone Conditioning (2) 1 1 35682 2002 1 -1132 1
1 Plenum Wall Load 1 0% I 0
1 Plenum Roof Load I 0% I 0
1 Plenum Lighting Load i 0% 1 0 I -
1 Return Fan Load I I 0 I 0 1
i Ventilation Load i 60 CFM 1 1103 1674 l 1890 1
1 Supply Fan Load 1 1840 CFM 1 682 I -682 i
1 Space Fan Coil Fans 1 0 I 0 1
I Duct Heat Gain/Loss I 0% 1 0 1 0 l
I >>Total System Loads 1 1 37467 3676 1 . 77 1
I Central Cooling Coil i 1 37467 3692 1 0 1
Central Heating Coil 1 1 0 1 0 1
1 Precool Coil I 1 0 0 1 0 1
1 Preheat Coil I I 0 I 0 1
s 1 Central Reheat Coil I I 0
1 Humidification Load I I 0 0 1 -
I Terminal Reheat Coils 1 1 0 1 0 1
j l Space/Skin Heat Coils I I 0 I 0 1
I >>Total Conditioning 1 1 37467 3692 ) 0 1
Notes: (1) Zone loads calculated at occupied thermostat setpoint.
2) Zone conditioning based on heat extraction analysis.
3) In the COOLING column, positive loads indicate heat gains,
while positive coil loads indicate system heat removal.
4) In the HEATING column, positive loads indicate heat loss,
r}1i Co nr c- }' 10 r-r) 1 1 /la 1qC 1.a; r-n4-;. C.7C+-(m In t-1I ,-. AA t (ri-
OWNER'S AFFIDAVIT DESIGNATING
REPRESENTATION FOR:
I, HUGH W. HORNE, SENIOR VICE PRESIDENT OF PUBLIC STORAGE, INC.,
WHO BEING SWORN, HEREBY PROCLAIMS THAT PUBLIC STORAGE, INC. IS
THE OWNER/DEVELOPER OF THE PROPERTY LOCATED AT 2905 SOUTH ORLANDO
AVENUE, SANFORD, FLORIDA 32773 AND DOES HEREBY AUTHORIZE MIKE
CARTER CONSTRUCTION, INC. TO ACT ON BEHALF OF PUBLIC STORAGE,
INC. AS THEIR AGENT TO OBTAIN ALL APPLICABLE PERMITS.
PUBLIC STORAGE, INC.
HUGH W. HORNE
SENIOR VICE PRESIDENT
600 NORTH BRAND BOULEVARD
SUITE 300
GLENDALE, CALIFORNIA 91203
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
On April 4, 1996, before me, Barbara Neisler, personally appeared
Hugh W. Horne, personally known to me (or proved to me on the
basis of satisfactory.evidence) to be the person(s) whose name(s)
is/are subscribed to the within instrument and acknowledged to me
that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf of which the
person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signature 4"Dk'j' u
BARBARA NEISLER
COMM. #1065839 RR
S m NOTARY PUBLIC • CALIFORNIA S
2 LOS ANGELES COUNTY 2
e My Comm. Expires July 20.1999 ee
e..ee••ee....eee...le.e.e...ee•
CONSTRUCTION, INC.
1227 - 9th Avenue West / Bradenton, FL 34205 / (941) 745-1700 FAX (941) 747-9345
DATE: April 4, 1996
AUTHORIZATION FORM
I, MICHAEL M. CARTER , do hereby authorize my employee, PAUL BLACKKETTER to act as
my agent in securing permits for Public Storage, Inc., 2905 South Orlando Avenue, City of Sanford,
Florida,County of Seminole. I understand I am responsible for any and all work performed by my
agent.
MIKE CARTER CONSTRUCTION INC.
CONTRACTOR'S NAME
RB 0025720
STATE REGISTRATION
CTON*TOR!§iGr4ATURE Michael M. Carter
A--
SIGNATL,EOF AGENT Paul Blackketter
SWORN TO AND SUBSCRIBED BEFORE ME THIS 4th DAY OF April, 1996.
o -"
y i
s4 CAROL A EARICH
My Cortmiasbn CG4MN
Carol A. Earich NOTARY PUBLIC * EVkV6 JUM M low
Bonded by HAI
or F111)P`° 8004=-1685
STATE OF FLORIDA AT LARGE
Identification: Known to me
2905 Orlando Dr
Public Storage I
Permit N0: 96-3067
Plans Archived Feb 06