HomeMy WebLinkAboutEngineering Submittal Revision-DigiCert, Sheriff's Visitation Bldg, Sheet 6, 3.1.21EP1 I EP2
320 A CONT.
UTIL. APPR.
200 A METER CAN 200 A
MB_ MB
PANEL PANEL
40 CKT 40 CKT ____-.__;
ELECTRICAL RISER,
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PANEL EP'I PANEL EP2
14OCKT 120/208v-3 phase 200A (M1B) f4€)6KT 120/208v-3 phase 200A (M/B)
CKT DESCRIPTION WIRE COND BKR/AMP ; CKT DESCRIPTION WIRE COND BKR/AMP
1
LIGHTING
#12
%11
20
1
LIGHTING
#12
%11
20
3
LIGHTING
#12
%1s
20
3
LIGHTING
#12
%11
20
5
LIGHTING
#12
'/2"
20
5
LIGHTING
#12
%$S
20
7
OUTLETS
#12
%1$
20
7
OUTLETS
#12
'/s"
20
9
ACU #1
#8
9/4"
50
9
ACU #1
#8
9/4"
60
11
ACU #1
#8
%11
1
11
ACU #1
#8
8/4"
1
13
ACU #2
#8
%1,
50
13
ACU #2
48
V
50
15
ACU #2
#8
g/4"
/
15
ACU #2
#8
3/4"
1
PANEL EP1
PANEL EP2
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CKT
DESCRIPTION
WIRE
COND
BKR/AMP
CKT
DESCRIPTION
WIRE
COND
BKR/AMP
2
OUTLETS
#12
1/2"
20
2
OUTLETS
#12
%"
20
4
OUTLETS
#12
'/2"
20
4
OUTLETS
#12
'/2"
20
6
BATH FAN
#12
'/z"
20
6
BATH FAN
#12
'/x"
20
8
BATH FAN
#12
'/z"
20
8
BATH FAN
#12
'/2"
20
10
AHU #1
#8
3/4"
50
10
AHU #1
#8
%,1
50
12
AHU #1
#8
a/4"
1
12
AHU #1
#8
%$4
1
14
AHU #2
#8
3/4"
50
14
AHU #2
#8
%1P
50
16
AHU #2
#8
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16
AHU #2
#8
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NO -CAS
ELECTRICAL LOAD CALC'S
7200 SF MULTI -USE BUILDING
STORAGE:. 3360 SF @ 0.6 VA / SF=1680 VA
OFFICE: 1920 SF @ 3.5 VA I SF= 6720 VA
25 OUTLETS @ 180 VA = 4500 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 = 864 VA
TOTAL 77,064 VA
(77,064)1(208 x 1.73) = 214 AMPS
3 — PHASE DEMAND @ 208v = 214 AMPS
• BUILD 400 AMP (12012080 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
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MONITOR MONITOR MONITOR
CAT 6 CAT 6 CAT 6
& 110V. 8►110V 81110V
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KNEE SPACE
KNEE SPACE
'KNEESPACE
TYPICAL MONITOR SECTION
-_ _ - Bowdoin G.
Hutchinson
/161I x 3I{411
PRODUCT APPROVALS
Opening Design
Proftet Road
mm"titchow
Prosk"t Approvid .
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PASOM I5. AND AMMMM 9M, (complete all that apply)
1. DESIGN CODE: Florida Z 47/7 Code Sixth Edition with 20 !!:� Supplements using ASCE 7-10
2. Structure Designed as (check one): ✓Enclosed . - Partially Enclosed ____Open
3. Risk Category: I_�- if III IV Exposure Category: B C D
4. Design Wind Velocity_j_mphJ Z ASD LRFD End Zone Width: _ �/�i ft
5. Mean Roof Height /,� ft Roof Pitch: 3 :12 Parapet. -- ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, dearly label on all plan openings):
40, !
ions 1'M—Zone 2: /9 Zone 3: I ¢ Zone 4• ys . Zone S:,� � g
tiara e
a ' e
a
*' .^
1 x BUCK
. x 31�4"
7. Design Loads: Floor.-- VIA—P5F RoofJt)ead: / PSF Roof/Live. -.C? Balcony: — PSF
p �ilaTI:i_
s
7�pr 1'
' ' a
Dock: PSF Deck: ,— PSF Stairs: --- PSF Fence: ^` PSF Railings: PSF
8. Were Shear Walls Considered For Structure? ✓Yes Not Applicable x Explain Why Not:
• P p
MET
1 x 4 SUCK
...
9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not:
FRAME -
METAL'
... ,
-
FRS
10: Design Soil Bearing Pressure:. t7 D PSF Soil Test Reports SubmittecPIY'o Yes • .
HEAD DETAIL
J
DETAIL
DUICaN PR tONAL CERTtEICAnoN STA,mmENT• .
1 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. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specked:
44,
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SECTION X-X
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This item has been electronically signed
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and sealed by BoWdain G. Hutchinson, R.E.
This item has been electronically signed
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using a Digital Signature and Date. Printed
DN: c=US, st=Florida,)=Fort Pierce, o=Bowdoin
and sealed by Bowdoin G. Hutchinson, P.E.
r
copies of this document are not considered
G. Hutchinson, cn=Bowdoin G. Hutchinson
using a Digital Signature and Date. Printed
_
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signed and sealed and the signature must
Date: 2021.03.01 20:43:25 -05 00
copies of this document are not considered
signed and sealed and the signature must
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be verified on an electronic copies.
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Adobe Acrobat version: 2021.001.20142
be verified on any electronic copies.
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INTERIOR WALL SECTION
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Design by:
RICHARD A. JEMISON
P.Q. Box 5616
Ft. Pierce, FI.34954
(772) 215-5623
BENCHMARK ENGINEERING
OF THE TREASURE COAST
806 DELAWARE AVE. REVISED
FT. PIERCE, FL. 34950
(772) 772-267-1399 02/28/21
SEAL
BOWDOIN
VISITATION BUILDING
SHEET
ST. LUCIE COUNTY SHERIFF'S DEPT.
HUTCHINSON
900 NORTH ROCK ROAD
P.E. #70878
FT. PIERCE, FLORIDA
QF 6