HomeMy WebLinkAboutST LUCIE COUNTY JAILt
AUTO TIC FIRE SPRINKLER SCANNED,
HYD, ULIC CALCULATIONS
• PROJECT: ROCK ROAD BOOKING St L"rip'R9nf9.aw
SPRINKLER EA:
DWG. REF:
SWE PROJEC NO.98003.
DATE: 4,%26/99
HASS REF: 98003
i
DESIGN DATA-
.
OCCUPANCY CLASSIFICATION ORDINARY HAZARD I
DENSITY: .15 gpm/sq. ft.
AREA OF APPLICATION: 1500 sq. ft.
COVERAGE PER SPRINKLER: VARIES sq. ft.
NUMBER OF .SPRINKLERS CALCULATED: 15 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 367.4 gpm
TOTAL WATER REQUIRED (including hose): 617.4 gpm
FLOW AND PRESSURE (@ BOR) 617.4 gpm @ 20 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
DESIGN/LAYOUT BY:
AUTHORITY HAVING JURISDI1TION: LOCAL BLDG. FIRE DEPT.
ENGINEERIOF RECORD: GARY A. WILKERSON P.E.
SIMS WILKERSON ENGINEERING, INC.
1555 HOWELL BRANCH ROAD, SUITE A-1
WINTER PARK, FL. 32789
PHONE: 4,077645-1566 FAX. 407 645 2399
CALCULATION BY'HASS COMPUTER PORGRAM (LICENSE 80
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER S'
Date:
04/26/1999
JG'B TITLE: ROCK ROAD BOOKING
WATER
SUPPLY DATA
SOURCE-
STATIC
RESID.
NODE
PRESS.
PRESS.
TAG
(PSI)
(PSI)
1
(N/A)
0.0.
STEM HYDRAULIC ANALYSIS Page 1
98003.SDF
FLOW AVAIL. TOTAL REQ'D
PRESS. Q DEMAND PRESS.
(GPM) (PSI) (GPM) (PSI)
(N/A) 0.0 617.4 20.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOUR
TOTAL HOSE STREAM
OTHER HOSE STREAM
TOTAL DISCHARGE FR
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
1
0.0
2
1.0
3
1.. 0
4
-3.0
5
-3.0
6
1.0
7
4.0
8
10.0
9 .
10.0
10
10.0
11
10.0
12
10.0
13
10.0
14
10.0
15
10.0
16
10.0
17
10.0
18
10.0
19
10.0
20
10.0
21
10.0
22
10.0
23
10.0
24
10.0
25
10.0
26
10.0
27
10.0
28
10.0
617.4 GPM
OWANCE AT SOURCE 150.0 GPM
,OWANCES� 100.0 GPM
ACTIVE SPRINKLERS 367.4 GPM
NODE TYPE
SOURCE
HOSE STREAM
- 5.60
= 5.60
.K= 5.60 .
K= 5.60
K= 5.60
K,= 5.60
K= 5.60
5.60
= 5.60
K= 5.60
K= 5.60
K= 5.60
= 5.60
5.60
K= 5.60
PRESSURE
(PSI)
20.0
19.4
46.5
47.2
47.2
45.5
43.8
41.0
40.9
38.3
31.4
29.5.
27.4
25.7
21.1
1'6.4
14.3
12.8
27.8
22.8
17.7
15.5
13.8
29.6
24.3
18.9
16.5
14.7
DISCHARGE
(GPM)
467.4
100.0
28.4
25.7
22.7
21.2
20.0
29.5
26.7
23.6
22.0
20.8
30.5
27.6
24.3
22.8
21.5
.SPRINKLER S'
Date: 04/26/1995
JGB TITLE: ROCK ROAD BOOKING
PIPE DATA
u PIPE TAG /
END ELEV. NOZ. PT
NODES (FT) AK) (PSI)
Pipe: 1
1 0. 0 SRCE 2 0. 0
2 1.0 / 0.0 19.4
Pipe: 2 FIRE P
2 1.0 0.0. 19.4
3 1A 0.0 46.5
r
Pipe: 3
3 1!. 0 0.0 46.5
4 -3.0 0.0 47.2
i
Pipe:-4
4 -3.0 0.0 47.2
5 -3.0 0.0 47.2
Pipe: 5
5 -3.0 0.0 47.2
6 1.0 0.0 45.5
Pipe: 6
6 1.0 0.0 45.5
7 4.0 H.S. 43.8
Pipe: 7
7 4.0 H.S. 43.8
8 10.0 0.0 41.0
Pipe': 8
8 10.0 0.0 41.0
9 10.0 0.0 40.9
Pipe:, 9
9 10.0 0.0 40.9
10 10.0 0.0 3'8.3
Pipe: 10
10 10.0 0.0 38.3'
11 10.0 0.0 31.4,
Pipe: 1.1
11 10.0 0.0 31.4
12 10.0 0.0 29.5
Pipe: 12
12 10.0 0.0 29.5'
13 10.0 0.0 27.4.
Pipe: 13
13 10.0 0.0 27.4
14 10.0 5.6 25.7
HYDRAULIC ANALYSIS Page 2
98003'. SDF
Q(GPM) DIA(IN) LENGTH PRESS.
ISC. VEL(FPS) HW(C) (FT) SUM.
GPM) F.L./FT (PSI)
467.4 8.071 PL 100.00 PF 0.2
(N/A) 2.9 .150 FTG T PE -0.4
0.0 0.001 TL 152.89 PV 0.1
MP Rating: 1864.0 gpm @ 65.0 psi
0.0 Avail.: 467.2 gpm @ 65.0 psi
0.0 Req'd.: 467.2 gpm @ 27.2 psi
467.4 8.071 PL 600.00 PF 1.0
•0.0 2.9 150 FTG 4E PE 1.7
0.0 0.001 TL 708.80 PV 0.1
467.4 8.071 PL 3.00 PF 0.0
0.0. 2.9 1.50 FTG E PE___ 0.0
0.0 0.001 TL 30.20 P-V-- 0.1
467.2 8.071 PL 1.00 PF 0.0
0.0 2.9 140 FTG ---- PE -1.7
0.0 0.002 TL 1.00 PV 0.1
467.4 6.065 PL 1.00 PF 0.4
0.0 5.2 120 FTG -EGA PE -1.3
100.0 0.009 TL 46.00 PV 0.2
367.4 6.065 PL 10.00 PF 0.1
100.0 4.1 120 FTG E PE -2.6
0.0 0.006 TL 24.00 PV 0.1
367.4 6.065 PL 1.00 PF 0,•2
0.0 4.1 120 FTG T PE 0.0
0.0 0.006 TL 31.00 PV 0.1
367.4 3.068 PL 2.00 PF 2.6
0.0 15.9 120 FTG T Pt 0.0
0.0 0.152 TL 17.00 PV 1.7
367.4 3.068 PL 23.00 PF 6.9
0.0 15.9 120 FTG ET PE 0.0
0.0 0.152 TL 45.00 PV 1.7
240.7 3.068 PL 12.00 PF 1.9
0.0 10.4 120 FTG T PE 0.0
0.0 0.070 TL 27.00 PV 0.7
118.0 2.067 PL 12.00 PF 2.2
0.0 11.3 120 FTG E PE 0.01-'
0.0 0.128 TL 17.00 PV* 0.9
118.0 2.067 PL 2.60 PF 1.6
0.0 11.3 120 FTG T PE 0.0
28.4 0.128 TL 12.'60 PV 0.9
•
SPRINKLER SY TEM HYDRAULIC ANALYSIS
Page
3
Date:
04/26/1999,..
98003.SDF*
JOB TITLE:
ROCK
ROAD
BOOKING,
*
PIPE
DATA
(cont.)
PIPE
TAG
Q(GPM)
DIA(I N) LENGTH
PRESS.
END
ELEV.
NOZ.
PT
ISC. VEL(FPS) HW(C)'
(FT)
sum.
-NODES
(FT)
(K)
(PSI)
�('GPM)
F.L./FT
(PSI)
Pipe:
14
89.6
1..610
PL
10.00
PF
4.7
14
10.0
5.6
25.7
28:4
14.1
120
PTG
T
PE
0.0
is
10.0
5.6
21.1
'2 5. 7
0.259
TL
18.00
PV
1.3
Pipe:
15
63.9
1.380
PL
10.00
PF
4.7
is
10.0
5.6
21.1
25.7
13.7
120
FTG
T
PE
0.0
16
.10.0
5.6
16.4'
22.7
0.293
TL
16.00
PV
1.3
Pipe:
16
41.2
1.380
PL
10.00
PF
2.1
16
10.0
5.6
16.4
2.2.7
8.8
120
FTG
T
PE
0.0
17
10.0
5.6
14.3
21.2
0.130
TL
16.00
PV
0.5
Pipe:
17
20.0
1.049
PL
10.00
PF
1.6
17
10.0
5.6
1,4_.3
21.2
7.4
120
FTG
E
PE
0.0
18
10.0
5.6
3-2,-.8
20.b
0.13,0
TL
12.00
PV
0.4
Pipe:
18
122.7
2.067
PL
2.60
PF
1.7
12
10.0
0.0
29.5
0.0
11.7
120
FTG
T
PE
0.0
19
10.0
5.6
27.8
29.5
0.137
TL
12.60
PV
0.9
Pipe:
19
93.2
1.610
PL
10.00
PF
5.0
19
10.0
5.6
27.8
29.5
14.7
120
FTG
T
PE
0.0
20
10.0
5.6
22.8
26.7
0.278
TL
'18.00
PV
1.5
Pipe:'
20
66.4
1.380
PL
10.00
PF
5.0
20
10.0
5.6
22.8
26.7
14.3
120
FTG
T
PE
0.0
21'
10.0
5.6
17.7,
23.6
0.315
TL
16.00
PV
1.4
Pipe:
21
42.9
1.380
PL
10.00
PF
2.2
21
10.0
5.6
17.71
23.6
9.2
120
FTG
T
PE
0.0
22
10.0
5.6
15.51
22.0
0.140
TL
16.'00
PV
0.6
Pipe:
22
I
20.8
1.049
PL
10.00
PF
1.7
22
10.0
5.6
3-g.5
22.0
7.7
120
FTG
E
PE
0.0
23
10.0
-S.6
13.9
20.8
0.140
TL
12.00
PV
0.4
Pipe:
23
I
126.7
2.067
PL
2.60
PF
1.8
11
10.0
0.-
31.4
0.0
12.1
120
FTG
T
PE
0.0
.24
10.0
5.6
29.6
30.5
0.145
TL
12.60
PV
1.0
Pipe:
24
�
96.2
1.610
PL
10.00
PF
5.3
24
10.0
5.6
29 6
30.5
15.2
120
FTG
T
PE
0.0
25
10.0
S.6
24.3
27.6
0.295
TL
18.00
PV
1.5
Pipe:
25
68.6
1.380-PL
10.00
PF
5.4
25
10.0-
5.6
24-.3
27.6
14.7
120
FTG
T
PE
0.0
26
10.0
5.6
18.9
24.3
0.335
TL
16.00
PV
1.5
Pipe:
26
44.3
1.380
PL
10.00
PF
2.4
26
10.0
5.6
18 9
24.3,
9.5.
120
FTG
T
PE
0'.0
27
10.0
5.6
16jS
22.8
0.149
TL
16.00
PV
0.6
i
SPRINKLER S STEM HYDRAULIC ANALYSIS Page 4
Date:-04/26/1999 96003.SDF
JOB TITLE: ROCK ROAD BOOKING
PIPE DATA (cont.)
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT ISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K),-" (PSI) (GPM) F.L./FT (PSI)
Pipe: 27 j 21.5 1.049 PL 10.00 PF 1.8
27 10.0 5.6 16.5 22.8 8.0 120 FTG E PE 0.0
28 10.0 5.6 !14.7 21.5 0.149 TL 12.00 PV 0.4
NOTES:
(1) Calculations were,•performed by the HASS 6.3.0 computer program
under 'license. no.,' 802C9 7 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 Iof'O.013 gpm and a maximum
imbalance at any node of 0.172 gpm.
(3) Velocity pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity
is 15.9 ft/sec at pipe 9.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E TI L C B G A D
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
N
NPTee
1.049 2.00 5 00 2.00 5.00 6.00 1.00 10.00 10.00
5:00 ;
1.380 3 .-00 6100 2 . QO 7.00 6 . 00 1.00 10 . 0.0 10.6
6.00
1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00
8.00
2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00
10.00
3.068 7.00 1.00 5.00 16.00 10.00 1.00 13.00 10.00
15.00
6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00
30.00 I
8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00
35.00 1 .
SPRINKLER SY '
- Date: .04/26/1999
JOB'TITLE: ROCK ROAD BOOKING
WATER SUPPLY CURVE
�4+
�
I
22+
20+
�
18+
i
P
16+
R
E
S
S
14+
U
R
E
12+
P
S
I
10+
m
6+
HYDRAULIC ANALYSIS
Page 5
98003.8DF
4 + LEGEND "
X = Required Water Supply "
20.00 psi @ 617.4 gpm "
2+
n
u
• n
0*\+-+---+----+-----+=-----+--------+--------+--- '-----+-----------+\\\\
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
ggVq 0,5ql
�JC C y DEPAR
0 1
DESIGN CE
ST. LUCIE COUNTY
ENT OF COMMUNITY DEVELOPMENT,
Q VIRGINIA AVENUE, ROOM 201
FT. PIERCE, FL 34952-5652
561-462-1553
FICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure
requiring a building permit,. and any non-residential structure. This Certification shall not apply to interior renovations (provided that no
structural walls, columns or other similar component is b�ing effected) and certain other minor building permits. For further assistance,
please contact the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
Provo r
STREET ADDRESS I PR NUMBER
PERMIT NUMBER I
OCCP. TYPE
CST. TYPE I . 11 _
_ s1
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOV�LEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF -THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY IST. LUCIE COUNTY. I ALSO CERTIFY THAT THE STRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND'FORCES
SPECIFIED BY THE CURRENT CODE PROVISIONS.
1. BUILDING CODE EDITION 1997 EDITION
2. BUILDING DESIGN IS (CHECK ONE) EN
3. BUILDING HEIGHT: 107 FT
5. WIND EXPOSURE CLASSIFICATION (REF
6.
7.
8.
9.
10.
✓ ASCE 7-95 OTHER (SPECIFY)
OSED ✓ PARTIALLY ENCLOSED OPEN BUILDING
4. WIND SPEED USED IN BUILDING DESIGN: 110 MPH
TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #1): /VIA
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z w PSF
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: P 3a-r PSF
IMPORTANCE FACTOR (OBTAIN FROM IUILDING CODE):
LOADS: FLOOR PSF ROOF/DEAD:" PSF ROOF/LIVE: PSF
WERE SHEARWALLS CONSIDERED FO STRUCTURE (CHECK ONE) YES ✓ NO If NO, why? (attach
explanation)
IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO If NO, why? (attach
explanation) I
ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES f/ NO If NO, why? (attach
explanation) I
RAIMIMI IRA 5znII PFGPIKIr PRGCRI IRG• 12 a�� PCG
AS WITNESSED BY MY SEAL, I HEREB'
CERTIFICATION IS TRUE AND CORRECT,
NAM
DESIGN FIRM:
CERTIFY THAT THE ABOVE INFORMATION INLL
D THE BEST OF MY KNOWLEDGE AND BELIEF.
CERTIFICATION NO: PE-43444
Ina DATE: October 13, 1999
,2400 Rhode Island Ave
Fort Pierce, Florida 34950
( ) New Construction ( ) Tenant
ST. LUCIE COUNTY FIRE DISTRICT
BUI EAU OF FIRE PREVENTION
PLAN REVIEW
Telephone (561)-462-2312
-Fax:: (561)-462-2323
TYPE OF PERMIT
(X ) Addition ( ) Renovation/alteration ( ) Shell Only
Jurisdiction: St Lucie County
F.P.B. B-99-166
Occupancy: St Lucie County Correctio
al Center Building Dept. 99090341
Address: 900 Rock Rd
Number.of stories: 1
Contractor: Adnan Investment
Phone # 561-229-8557
Contractors address: P. O. Box 517
City: Jensen Beach, FL Zip: 34958
Architect/Engineer: Stebbins, Scott'
Bergman Phon 1#: 561-461-2450
Building owner: St`Lucie County
RevieJw date: 10-15-99
Occupancy type: Detention/Corr'ectional
Automatic sprinklers: Yes
Gross sq. ft. 2500 sq ft
Net sq. ft.
Occupant load:
Based on:
Construction type ( NFPA-220) Type:
SBCCI: Type: IV
NOTE
1. All revisions must be in compliance befog'
the final inspection, or so noted.
2. The Fire Marshal required 24 hour notice
on all inspections.
3. The respective Building Department shall
schedule all final inspections through the Fire Marshal's Office.
4. Failed inspections requirement payment C
f fee prior to scheduling of any further inspections.
S. Permit fees are required to be paid in full
prior to any inspections.
6. A copy of the required revision/s have been
transmitted to the Architect ( ) Contractor ( ).
REVISIONS REQUIRED
1. A separate permit is required forte installation of both the -fire sprinkler -and fire alarm system
2. Provide a minimum of one 2A-10 C rated fire extinguisher every 75' of travel distance.
R@viewed 6y:
1,
I - • - Tony Liento
Date: October 15, 1999
,o
Thole Ruilding Performance Method
ENERGY EFFICIENCY CODE
Florida Department
FLA/COM-97
'ROJECT NAME —ROCK ROAD BOOKING
ADDRESS: ST LUCIE COUNTY
)WNER: ST LUCIE COUNTY,
AGENT:
=LDING TYPE: _Business (Office)_
'ONSTRUCTION CONDITION: Existing B
)ESIGN COMPLETION: _Addition
'ONDITIONED FLOOR AREA: _2240
1AX. TONNAGE OF EQUIPMENT PER SYST
'OMPLIANCE CALCULATION:
1ETHOD A
-----------------
�. WHOLE BUILDING
?RESCRIPTIVE REQUIREMENTS:
_,IGHTING
or Commercial Buildings
OR.BUILDING CONSTRUCTION
f Community Affairs
ersion 2'.2
.ilding
Form 40OA-97
PERMITTING OFFICE:
_Fort Pierce
CLIMATE4-ZONE: 6
PERMIT NO:
JURISDICTION'NO: 661100
NUMBER OF ZONES: 1
\6
DESIGN CRITERIA
71`.90- 100..00
'RESULT
PASSES
LIGHTING CONTROL REQUIREMENTS
PASSES
IVAC EQUIPMENT
COOLING EQUIPMENT
1. EER
10.00
8.90
PASSES
IPLV
8.30
8.3.0
PASSES
HEATING EQUIPMENT
1.- Et
1.00
N/A
AIR DISTRIBUTION SYSTEM INSULATION
REQUIREMENTS
1. Unconditioned Space
6.00
4.20
PASSES
REHEAT SYSTEM TYPES USED
NO REHEAT SYSTEM is USED
dATER HEATING EQUIPMENT
1. EF
1.00.
0.93
PASSES
PIPING INSULATION REQUIREMENTS
1. Non -Circulating
1.00
1.00
PASSES
:OMPLIANCE CERTIFICATION:
L hereby certify that the plans and
Specifications covered by this calcu=
lation are in, compliance with the
,lorida Energy Effi iency Cade
PREPARED BY:
DATE:
f hereby certify that this buil.dirig is
in compliance, with the Florida Energy.
efficiency Cede.
DWNER/AGENT:
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
Before construction is completed,
this building will be inspected
.for compliance in accordance with
-Sectiof'-553.908, Florida Statutes.
BUILDING OFFICIAL:
DATE:'
DATE: �
I hereby -certify(*) that the system design is, in compliance with the Florida
Enet9ly Efficiency Code. -
"-
SYSTEM DESIGNER.'..REGI-STRAT�ION/STATE
ARCHITECT
MECHANICAL:
PLUMBING
ELECTRICAL:
LIGHTING
(*) Signature is required where -Florida law requires d"esign 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.
I
i
i
I
` I
BUILDING ENVELOPE SYSTEMS COMPLIANCE
!�- CHECK
4A1.------GLAZING--ZONE 1--------------------
"Elevation Type U. SC VLT Shading Area (Sgft)
East Commercial 1.31 .95 1 Continuous Ove 18
Total Glass Area in Zone 1' = 18
Total Glass Area = 18
402.------WALLS--ZONE 1--------------------- --=------------------------
Elevation Type U In's'ul R Gross(Sgft)
----------------------------------------- -----------------------
North 5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 288
East 5/8"Stco/8"CMU/3/4"ISO BTWN2411oc 0.149 4 630
South 5/8"Stco/8"CMU/3/4"ISO BTWN2411oc 0.149 4 288
Total Wall Area in Zone 1 = 1206
Total Gross Wall Area = 1206
403.------DOORS--ZONE 1------------------------------------------------ ---
Elevation Type U Area(Sgft)
-------------------------------------------------- ----- ----------
No doors 0.00 0 i
To al Door Area in Zone 1 = 0
Total Door Area = 0
404.------ROOFS--ZONE 1-=--------------------------------------------- ---
Type Color U Insul R Area ( Sqf t )
Sngl Ply/2"Iso/2" Conc/Mtl Deck Medium 065 14 2240
Total Roof Area in Zone 1 = 2240
Total Roof Area = 2240
405------- FLOORS -ZONE 1------------------------------------------------ ---
Type Insul R` Area ( Sqf t )
------- ----------
Slab on Grade/Uninsulated 0 2240
Total Floor Area in Zone 1 = 2240
Total Floor Area = 2240
406.---.---INFILTRATION ----------- -------- -------------------------------
CHECK.
Infiltration Criteria in 406.1 ABCD have been met.
MECHANICAL SYSTEMS
CHECK
-----------------------------' --------------------------------- - --- ----
HVAC load sizinghas -1,.pien per: erformed. (407.1.ABCD)
407.------COOLING SYSTEMS--'-------------------�---------------------- ---
Type No Efficiency IPLV Tons
1. Air Cooled ( >= 65,000 Btu/h 1 10 0 5.72
408.------HEATING SYSTEMS -------- , -------------------------------------- ---
Type No Efficiency BTU/hr
1. Electric Resistance 1 1 61470
409.------VENTILATION ------------ -------------------------------------- ---
CHECK
Ventilation Criteria in 409..11ABCD have been met.
410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- ---
CHECK
--------------------------------------------------=--------------- ---- ---
Duct sizing and design have been performed. (410.1.ABCD)
I
'.AHU,Type Duct Location R-value
1. Packaged Constant-V-olume Unconditioned Space 6
CHECK
r 7-
Testingand balancing will be g performed. (410.1.ABCD)
411------ PUMPS AND PIPING -ZONE ----------------------------------------- '-
]Basic prescriptive requirements -in 411.'l.ABCD have been met.
PLUMBINGi SYSTEMS
411.TYP--e-PUMPS AND PIPING -ZONE �--�--- R-value/in Diameter Thickness
------------------------------------------
1. Non -Circulating 4 .5 1
412------ WATER HEATING SYSTEMS -ZONE 1--------------------- -------
-=�----
Type-
-_-Efficiency StandbyLoss InputRate Gallons
---------------------------------------
1. Electric(<=12 KW) 1 0 - 3 0
ELECTRICAL SYSTEMS
413------ELECTRICAL POWER DISTRI CHECKI
Metering cri-t-eria in 413.1.ABCD have been met.
414 ------ MOTORS ----------------- --------------------------------- -----
Motor efficiencies in 414.1. CD have been met.
415 ------ LIGHTING SYSTEMS -ZONE ---------------------------------------
Space -Type -No Control-Type-1 -io Control-Type-2 -No -Watts Area(Sgft)
Reading, T 1 On/Off 10 2784 2240
-Total Watts for Zone 1 = 2784
Total Area for Zone 1 = 2240
Total Watts = 2784
Total Area = 2240
CHECK
Lightingcriteria in 415.1.ABCD have been met.
------------------------------L--------------------------------- -----
16. Operation/maintenance manual: will be provided to owner.(102.1)
REQUEST FOR 30 jDAY TEMPORARY POWER RELEASE
DATE:
PERMIT NUMBER:
St. Lucie County Comm. Devel. Dept.
9 Code Compliance Divislon
2300 Virginia - Avenue
I Fort Pierce, FL 34982.5852
Ph. (561) 462- 2165
PROPERTY ADDRESS:
St. Lucie COh Corre
Rock Road v/ ,O
THE UNDERSIGNED HERE
THE ABOVE DESCRIBED PI
DAYS, FOR THE PURPOSE
TION FOR FINAL INSPEC
REQUEST WE HEREBY AC
1. This temporary pc
only, and there will b
by construction durir
2. As witness by our
conditions of this ag
incorporated herein
3. All conditions and
"Requirements for 3
premises is ready fo
/
/Z'.
Oki
St. Lucie County Public Works
3Y REQUEST RELEASE OF ELECTRICAL POWER TO
OPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30)
)F TESTING SYSTEMS AND EQUIPMENT IN PREPARA-
ION. IN CONSIDERATION OF APPROVAL OF THIS
CNOWLEDGE AND AGREE AS FOLLOWS:
er release is requested for the above stated purpose
no occupancy of any type, other than that permitted
this time period.
signatures, we hereby agree to abide by all terms and
vement, Including Building Division Policy, which -is
iy reference.
requirements listed in the attached document entitled
I Day Power for Testing" have been fulfilled and the
compliance inspection.
We hereby release and agree to hold harmless, St. Lucie County, and their employees
from all liabilities and claims of any type or nature which may arise now or in the future
out of this transaction, including any . damages which may be Incurred du® to the
disconnection ofelectricallpower. in the event of violation of this agreement.
AzAky
%'t7-pj9
V6'd aqQq A=1 T94
Pp®JEFFRFYR.
E
MELDRIM
MY COMMISSION # CC 752400
V'4:E`
FIRES: 06/18/M2
-NOTARY Fla Notary Services & Bonding Co. \
_lMT 'AaR n
ANT MHM(TH WA bC_ Tn GG�OT-J7C
_ FRASER ENGI EERING AND TESTING, INC.
3504 IND' STRIAL 33rd STREET' FORT PIERCE ' FLORIDA' 34946
YEPO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT:. Adnan Investments
CONTRACTOW Client
SITE: St. Lucie .County Jail
Foundation Footings,.Vestibul
Date: 10/25/99
Permit #.� 90341 µ
DENSrl jr
TEST
DATE
`
ELEVATION
`MOISTURE -DENSITY
RELATIONSiI1P
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCAT1tON
NO.
DRY WT.
DENSITY
COMPACTION
1940
10/25/99-
E. Footing
'0 - 1'
1939
118.2
17.8
99.6
1941
W. Footing
1 - 2'
.117.4
99.3
ALL
ELEVATIONS B, LOW SLAB GRADE
Copies: Client - 1
SLC Bldg. Dept. - 1
o���
OCT-2 o 199
S1 Lucie County ubii '
- P� Works
Respectfully submitted,
FRASER EN_G RING AND TESTING, INC.
Alexander" H. Fraser, P.E. Fla. Reg: No. -16178
GEOTECHNICAL ENGINEERING
DATION INVESTIGATIONS CONCRETE. SOIL, AND ASPHALT TESTING
FRASER ENG NEERING AND TESTING,' INC.
3504 INDUSTR AL 33RD STREET FORT PIERCE. FLORIDA 34946
VERO.BF.ACH (561) 567-6167 FORT PIERCE (561) 461-7598 STUART (561) 283-7711 • F,:r91ERCE 1-800-233-9011
' r
Report
of
MOISTU E DENSITY RELATIONSHIP
ASTM D-1557
CLIENT: Adnan Investments DATE: 10/25/99
CONTRACTOR: Client
SITE: St. Lucie County Jail
Foundation Footings, Vgstibule
P.C.F.
Dry Weight Al I
fill
116
S '10 12 14
Moisture
% of Dry Weight
i
Optimum
Max. Dry
Soil
FTest
Method
Sample Location
Moisture %
Density- P.C.F.
Description
B
Composite
10.6
118.2
Dark brown, sightly silty, slightly
Clayey, fine sand
'Respectfully submitted,
FRASER ENGINE RING AND VESTING, INC.
Alexander.173. Fraser, P.E.; Florida Reg: No. 16178
GEOTECHNICAL ENGINEERING
FOUNDATION INVESTIGATIONS
CONCRETE. SOIL AND ASPHALT TESTING