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FLOOR PLAN w/ ELECTRICAL
SCALE %"
loft SHERIFF'S
VISITATION BUI.LDING,-
7200 SQ. FT.
Design by:
RICHARD A. JEMISON
�/ P.O. Box 5616
0%14 G. H&�c%Ft. Pierce, Fl. 34954
��\ �p "�.�C '" • yfy This item has been electronically signed (772) 215-5623
_ N and sealed by Bowdoin G. Hutchinson, P.E.
08r = using a Digital Signature and Date. Printed BENCHMARK ENGINEERING
'+ : copies of this document are not considered OF THE TREASURE COAST
r of
,%417 signed and sealed and the signature must 806 DELAWARE AVE.
,<O 'k��� be verified on an electronic copies. FT. PIERCE, FL. 34950
le) R I D A .' ��� `� y p (772) 772-267-1399
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DN: c=US, st=Florida, I=Fort Pierce,
Bowdoin G. o=Bowdoin G. Hutchinson, cn=Bowdoin
G. Hutchinson
REVISED
02/16/21
SEAL
BOWDOIN
VISITATION BUILDING
SHEET,
ST. LUCIE COUNTY SHERIFF'S DEPT.
HUTCHINSON
900 NORTH ROCK ROAD
P.E. #70878
FT. PIERCE, FLORIDA
OF 6
Hutch i n s o n Date: 2021.02.16 18:48:44-05'00'
Adobe Acrobat version: 2021.001.20135
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NOTE: NOTE:$
DO NOT USE PRECAST LINTELS 3000 PSI FIBER MESH CONC.-
OVER WINDOWS & DOORS ON 95% COMPACTED FILL
USE (2) LAYERS OF BEAM BLOCK TERMITE TREATED
wl (1) - #5 REBAR EA. w/ 6" EMBED
COVERED WITH VISQUEEN
FORM OPENING (CURE (7) DAYS)
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TYPICAL FOOTING:
36"-DEEP
(2) LAYERS OF #5's
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—FOUNDATION & BLOCKWORK PLAN
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Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce,, Fl. 34954
(772) 215-5623
BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE.
FT. PIERCE, FL. 34950
REVISED,
(772) 772-267-1399
02/16121
SEAL VISITATION BUILDING
SHEET
BOWDOIN ST. LUCIE COUNTY SHERIFF'S DEPT.
2'
HUTCHINSON 900 NORTH ROCK ROAD
P.E. #70878 FT. PIERCE, FLORIDA
OF 6
LIFE SAFETY PLAN
.-
SCALE '/."
Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
(772) 215-5623
BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE.
FT. PIERCE, FL. 34950
REVISED
(772) 772-267-1399
02/16/21
SEAL
VISITATION BUILDING
SHEET
BOWDOIN
3
ST. LUCIE COUNTY SHERIFF'S DEPT.
HUTCHINSON
900 NORTH. ROCK ROAD
P.E. #70878
FT. PIERCE, FLORIDA
OF 6
LEFT ELEVATION-,-
RIGHT ELEVATION T
SCALE V„ Design by:
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, Fl. 34954
(772) 21.5-5623
BENCHMARK EE ING
OF THE TREASURE COAST
SHERIFF'S say DELAwARE AVE. REVISED
FT PIERCE, FL. 314960
(772) 777.-257-1399 .2/16/21
-,,-VISITATION BUILDING -- SEAL j VISITATION BUILDINGSHEET
7200 SQ. FT. BOwoOIN ST. LUCIE COUNTY SHERIFF'S DEPT,
_ HUTCHINSON 900 NORTii ROCK ROAD
P.E. #70878 FT. PIERCE, FLORIDAOF 6'
m
4
EP1
EP2
320 A CONT.
UTIL. APPR.
200 A METER CAN
200 A
MB
MB
PANEL
PANEL
40 CKT
40 CKT
ELECTRICAL RISER
PANE. E
AN L EP
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(40CKT 12*v- Rhase
200A LRIS)
jaq -3 phase
200A (M/B)
CKT DESCRIPTION
WIRE
COND
BKR/AMP i
CKT DESCRIPTION
WIRE
COND
BKR/AMP'
1 LIGHTING
#12
%
20
1 LIGHTING
#12
%
20
3 LIGHTING
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3 LIGHTING
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6 LIGHTING
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6 LIGHTING
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1 OUTLETS
#12
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20
7 OUTLETS
#12
V
20
9 ACU #1
#8
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50
9 ACU #1
#8
%1$
50
1 ACU #1
#8
$/4"
l
+11 ACU #1
#$
a/4"
13 ACU #2
#8
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13 ACU #2
48
%11
50
16 ACU #2
#8/4"
/
16 ACU #2
#8
PANEL
PANEL EP2
CKT DESCRIPTION
WIRE
COND
BKR/AMP
CKT DESCRIPTION
WIRE
COND
BKR/AMP
2 OUTLETS
#12
'/Z"
20
2 OUTLETS
#12
'/z"
20
4 OUTLETS .
#12
%11
20
4 OUTLETS
#12
V
20
6 BATH FAN
#12
WI
20
6 BATH FAN
#12
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8 BATH FAN
#12
1/2"
20
8 BATH FAN
#12
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10 AHU #1
#8
$l4"
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10 AHU #1
#8
a/4"
50
12 AHU #1
#8
$/4"
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12 AHU #1
#8
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14 AHU #2
#8
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60
14 AHU #2
#8
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16 AHU #2
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16 AHU #2/4"
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PLUMBING RISER
7 0fl §F LT -USE
STORAGE: 3360 SF @ 0,5 VA / SF=1680 VA
OFFICE: 1920 SF @ 3.5 VA / SF= 6720 VA
25 OUTLETS @ 180 VA = 4600 VA
GEN. /MMG 1920 SF @ 2.0 VA / SF= 3840 VA
UTIL• OUTLETS @ 1.0 VA / SF=1920 VA
TOTAL DEMAND-18,660 VA
HEAT: (4) - AHU's @ 8 KW = 32,000 VA
(4) --5 TON ACU's @ 6385 VA -- 25,540 VA
(4) BATH FANS @ 216 VA = 864VA
TOTAL 77,064 VA
(77,064) / (208 x 1.73) = 214 AMPS
3 — PHASE DEMAND @ 208v = 214 AMPS
BUILD 400 AMP (1 2Or2M 3 -PHASE SERVICE
HANDICAP BATH FINISHES
FLOOR — COMMERCIAL VINYL _
CEILING — ACCUST. TILE
WALLS — FRP @ 48" HEIGHT
BASE - 4" VINYL
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OPEN SPACE
MONITOR MONITOR MONITOR
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CAT 6 CAT 6
& 110v. i I,aV & 110V
KNEE SPACE
KNEE SPACE
KNEE SPACE
TYPIC**AL MONITOR SECTION
■ r O , APPROVALS
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(complete all that apply)
1.. DESIGN CODE: Florida 47 a _ _. a Sixth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): ZEnclosed -: Partially Enclosed Open
3, Risk Category: lam it !ll IV Exposure Category: B C � D
4. Design Wind Velocity rnph ASD LRFD End Zone Width:
S. Mean Roof Height /,� ft Roof Pitch:--.__ __� :12 Parapet.,,�ft
6, Components & Cladding Design Pressures Used: {PSF, based.an 10sqft QW1.5'M11H, dearly label on all Flan openi ):
_-TAPGON°a
#! X 14it
,; ,.
♦ ' ` �° °
Zone 1: Zone 2: ` 3♦ Zone 5 �- Garage°
w a a
A° # ' ° • " + , °
1x 4 BUCK
t
•� ♦ '° X 1 `�
7. Design Loads: Floor: ' PSI: Roof/ d: . PSF RobfjLive: i3alcony: .... PSF
LINTEL
• # " # • A •°
TAPCON
" A #
DoCiC.�PSF Deck: Stairs• PSF Fence. PSF Railings: PSF
��
°, , �►°,
8. Were Shear Walls Considered For Structure? Yes Not Applicab4ew Explain Why Not:
T
1 x BUCK
. ° ' + �.•
."
9. Is A Continuous Load Path Provided? _ _ Yes Not Applicable Explain Why dot:
FRAME
ET'
FRAME
10: Design Soil Bearing Pressure: PSF Soil Test Reports Submitted ides
HEAD DETAIL
JAMB
DETAIL
•
i certify that, to the best knowledge
of my and belief, the attached plans & ,specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
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INTERIOR WALL SECTION
SCALE
Des!gn b3:,. a
RICHARD A. JEMISON
P.O. Box 5616
Ft. Pierce, FI.34954
(772) 215-5623
BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE. REVISED
FT. PIERCE, FL. 34960
(772) 772-267-9 399 02/16/21
SECTION X=X SEAL VISITATION BUILDING HEET
BOWOOIN ST. LUCIE COUNTY SHERIFF'S DEFT.
HUTCHINSON 900 NORTH ROCK ROAD.6
P.E. #70878 FT. PIERCE, FLORIDA OF 6
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