Attachment_B_-_Snook_Haven_Concession.pdf
PDF 26 MB Posted
- Attached to
- Snook Haven Park Concession Services
- Solicitation number
- 242648MN
- Issued by
- Sarasota County, Florida
About this file
This document is a comprehensive architectural and engineering design development set for the Snook Haven Park Improvements project by Sarasota County, located at 5000 E. Venice Avenue, Venice, Florida. The design package includes detailed plans for a concessions and dining pavilion featuring multiple components such as a concession building, dining pavilion, music stage, storage building, and fishing pier. The architectural drawings, prepared by Sweet Sparkman Architects & Interiors, are dated March 5, 2024, and represent a 50% design development stage. The project involves structural, mechanical, electrical, and plumbing plans for a new food service facility, with specific attention to kitchen equipment layout, utility requirements, and compliance with building codes.
The project team includes multiple engineering and design firms, such as Bennett & Pless (structural engineering), Crawford Williams Engineering (mechanical, electrical, plumbing), Kimley-Horn and Associates (landscape architecture), and Fishman & Associates (food service consulting). The food service equipment plan includes a comprehensive list of over 50 equipment items, ranging from commercial cooking equipment to refrigeration units, with detailed electrical and plumbing utility requirements. The design incorporates specific considerations for coastal environmental conditions, including flood elevation specifications and resilient building materials. While no specific budget is mentioned in the documents, the detailed plans suggest a significant investment in a modern, functional park concession facility designed to serve visitors and enhance the Myakka River park experience.
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A - OUTFITTER BUILDING
B - RESTROOM BUILDING
C - CONCESSIONS & DINING PAVILION
D - MUSIC STAGE
E - STORAGE BUILDING
F - FISHING PIER
PROJECT KEY
E B
D
F C
A
0" 1"
N
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T F
O R
C O
N S
T R
U C
T
IO
N
SITE LOCATION MAP
NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION
PROJECT TEAM
P R
O J E
C T
IT
L E
IS
S
U E
D
F O
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M A
IN
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T R
E E
T
S U
IT
E
S A
R A
S O
T A
, F L
S W
E E
T S
P A
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M A
N .C
O M
T
.9
.0
F L
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/4" = 1'-0"
22716
COVER
GC001
SNOOK HAVEN PARK IMPROVEMENTS
5000 E. VENICE AVENUE, VENICE, FL 34292
SARASOTA COUNTY
5000 E. VENICE AVENUE, VENICE, FL 34292
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
TABLE OF CONTENTS
AC101 FLOOR PLAN - DEMOLITION
AC111 FLOOR PLAN - DIMENSIONS
AC112 FLOOR PLAN - NOTES AND TAGS
AC113 REFLECTED CEILING PLAN
AC114 RAMP PLANS & DETAILS
AC122 ROOF PLAN
AC201 BUILDING ELEVATIONS
AC301 BUILDING SECTIONS
AC411 WALL SECTIONS - CONCESSION
AC412 WALL SECTIONS - DINING PAVILION
AC501 PARTITION TYPES & UL DETAILS
AC601 SCHEDULES, LEGENDS & DETAILS
GC001 COVER
GENERAL
ARCHITECTURAL
ARCHITECT:
SWEET SPARKMAN ARCHITECTS &
INTERIORS
1819 MAIN ST, SUITE 400
SARASOTA, FL 34236
CONTACT: JOHN BRYANT
CONTACT TITLE: PRINCIPAL
PHONE: 941.952.0084
EMAIL: JBRYANT@SWEETSPARKMAN.COM
OWNER:
SARASOTA COUNTY
1001 SARASOTA CENTER BLVD.
SARASOTA, FL, 34240
CONTACT: BRAD GAUBATZ
CONTACT TITLE: OPERATIONAL MANAGER III
PHONE: 941.0861.0853
EMAIL: BGAUBATZ@SCGOV.NET
CONTACT: RONNIE HART
CONTACT TITLE: PROJECT MANAGER III
PHONE: 941.882.0605
EMAIL: RHART@SCGOV.NET
CIVIL ENGINEER:
BGE, INC.
551 N.CATTLEMEN ROAD, SUITE 104
SARASOTA, FL 34232
CONTACT: DANIEL J. BOND, P.E.
CONTACT TITLE: DIRECTOR, LAND/SITE
PHONE: 941.208.2008
EMAIL: DBOND@BGEINC.COM
LANDSCAPE ARCHITECT:
KIMLEY-HORN AND ASSOCIATES, INC.
1800 SECOND STREET, SUITE 900,
SARASOTA, FL 34236
CONTACT: KELSIE SHY, P.L.A.
CONTACT TITLE: LANDSCAPE ARCHITECT
PHONE: 941.379.7665
EMAIL: KELSIE.SHY@KIMLEY-HORN.COM
STRUCTURAL ENGINEER:
HEES & ASSOCIATES + BENNETT & PLESS,
INC.
1381 5TH STREET,
SARASOTA, FLORIDA 34236
CONTACT: KARL HEES, P.E., S.I., F. ASCE
CONTACT TITLE: PRESIDENT
PHONE: 941.955.4555
EMAIL: KHEES@BENNETT-PLESS.COM
MEP ENGINEER:
CRAWFORD WILLIAM ENGINEERING, INC.
6989 PROFESSIONAL PARKWAY EAST,
SARASOTA, FL 34240
CONTACT: SCOTT CRAWFORD
CONTACT TITLE: CHIEF PRINCIPAL
PHONE: 941.907.0103
EMAIL: SCOTT@CRAWFORDWILLIAMS.COM
FOOD SERVICE:
FISHMAN & ASSOCIATES
143 EAST MIAMI AVENUE
VENICE, FL 34285
CONTACT: JENNIFER STOTT
CONTACT TITLE: FOOD SERVICE CONSULTANT
PHONE: 941.336.5037
EMAIL: JENNIFER@FISHMANINC.COM
MYAKKA RIVER
MYAKKA RIVER
C - CONCESSIONS & DINING PAVILION
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
M Y
A K
K A
R
I V
E R
EXIST DOCK
EXIST DOCK
EXIST DOCK
PROPERTY BOUNDARY
EXISTING STRUCTURE TO
BE DEMOLISHED
MUSIC
STAGE
P R
O P
E R
T Y
B O
U N
D A
Y
N
°1 7 '
"E
4'
D
M
25' S
ETBACK
50' S
ETBACK
' S
E T
B A
C K
' S
E T
B A
C K
EXISTING
STORAGE
BUILDING
EXISTING
RESTROOM
BUILDING
STORAGE
SITE LEGEND
OAK TREES. REFER TO LANDSCAPING
PLANS FOR CALCULATIONS AND NOTES
ON SPECIES, QUANTITIES, AND SIZE.
EXISTING STRUCTURE
PALM TREES. REFER TO LANDSCAPING
PLANS FOR CALCULATIONS AND NOTES
ON SPECIES, QUANTITIES, AND SIZE.
EXISTING WOOD FENCE
0" 1"
N
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T F
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C O
N S
T R
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T
IO
N
P R
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L E
IS
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S A
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.9
.0
F L
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
As indicated
22716
FLOOR PLAN -
DEMOLITION
AC101
D E
S
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N D
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E L O
P M
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S N
O O
K H
A V
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P A
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M E
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S A
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E
V
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V
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E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/8" = 1'-0"
FLOOR PLAN - DEMOLITION
NOTE: COORDINATE DISPOSAL / STORAGE OF ITEMS
REMOVED FROM EXISTING BUILDING WITH OWNER.
D1
D2
D2
D3
D3
D4
D4
D5
D5
D6
DA
DB
DC
DD
53' - 4"
6' - 8"
10' - 4 3/4"
10' - 4 3/4"
10' - 4 3/4"
9' - 4"
14' - 4"
10' - 4"
32' - 8"
9' - 4"
37' - 4"
7' - 4"8' -
8"
DN
DECK
EVENT
PLAZA
TIERED
BENCHES
"BOARDWALK"
RAMP
COVERED
DECK
RESTROOM
BUILDING
MUSIC
STAGE
32' - 8"
4' - 8"
22' - 0"
6' - 0"
CA
CB
CC
CC
CD
CD
CE
CE
10' - 0"
10' - 0"
10' - 0"
10' - 0"
10' - 0"
50' - 0"
DINING
PAVILION
C1
80' - 6"
12' - 4"
C2
C3
C4
14' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
7' - 4"
3' - 4"
4' - 8"
3' - 4"
12' - 8"
3' - 4"
8' - 6"
6' - 0"
28' - 0"
34' - 0"
CONCESSION
BUILDING
6' - 0"
13' - 6"
20' - 3"
19' - 6"
8' - 11"
11' - 9"
2' - 4"
4' - 0"
2' - 8"
9' - 6 1/2"
11' - 0"
11' - 0"
23' - 3 3/4"
2' - 0"
30' - 4"
18' - 0"
42' - 0"
32 ' - 10 3/ 4"
7' - 9 3/4"
3' - 4"
3' - 4"
3' - 4" 1' -
8"
3' - 4"
3' - 4"
6' - 4"
10' - 4"
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
NEW CMU WALLS. FURRING/FACING
CONDITIONS MAY VARY BY TYPE
NEW STUD WALLS. FACING CONDITIONS
MAY VARY BY TYPE
CONC WALLS
EXISTING WALLS.
REFER TO AA501 FOR INTERIOR PARTITION TYPES.
REFER TO WALL SECTIONS FOR EXTERIOR WALL
ASSEMBLIES.
X-X
WALL LEGEND
SITE LEGEND
OAK TREES. REFER TO LANDSCAPING
PLANS FOR CALCULATIONS AND NOTES
ON SPECIES, QUANTITIES, AND SIZE.
EXISTING WOOD FENCE
PALM TREES. REFER TO LANDSCAPING
PLANS FOR CALCULATIONS AND NOTES
ON SPECIES, QUANTITIES, AND SIZE.
0" 1"
N
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
O J E
L E
IS
S
U
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M A
IN
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T R
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T
S U
IT
E
S A
R A
S O
T A
, F L
S W
E E
T S
P A
R K
M A
N .C
O M
T
.9
.0
F L
A R
T O
D D
M S
W E
E T
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
As indicated
22716
FLOOR PLAN -
DIMENSIONS
AC111
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
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V E
M E
N T
S
S A
R A
S O
T A
C O
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T Y
E
V
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A V
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U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/8" = 1'-0"
FLOOR PLAN - DIMENSIONS
AC501
FLOOR PLAN NOTES:
AC201
AC2018
AC201
AC301
AC301
AC201
AC201
AC201
AC201
AC301
AC301
AC201
CONCESSIONS
DRY STORAGE
SMOKER
B.O .D.:
OLE HICKORY
SSJ / S
SJ-A
E
RESTROOM
OFFICE
SMOKER/PREP AREA
ORDER
WINDOW
BEVERAGE
STATION
COOK
LINE
WALK-IN
FOOD
COOLER
WALK-IN
BEER
COOLER
PREP AREA
MOP
SINK
D1
D1
D2
D2
D3
D3
D4
D4
D5
D5
D6
DA
DB
DC
DD
SERVERY
DN
ORDER
WINDOW
DINING
PAVILION
DECK
EVENT
PLAZA
TIERED
BENCHES
"BOARDWALK"
RAMP
COVERED
DECK
STORAGE
MUSIC
STAGE
PICKUP
WINDOW
CA
CB
CC
CC
CD
CD
CE
CE
C1
C1
C2
C3
C3
C4
C4
CORRIDOR
ELEC.
PANELS
AC301
AC301
4C4C
1E1E 1E
4C
4C
2A
2A
2A
1E
TYP
2A
TYP
2A
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
NEW CMU WALLS. FURRING/FACING
CONDITIONS MAY VARY BY TYPE
NEW STUD WALLS. FACING CONDITIONS
MAY VARY BY TYPE
CONC WALLS
EXISTING WALLS.
REFER TO AA501 FOR INTERIOR PARTITION TYPES.
REFER TO WALL SECTIONS FOR EXTERIOR WALL
ASSEMBLIES.
X-X
WALL LEGEND
SITE LEGEND
OAK TREES. REFER TO LANDSCAPING
PLANS FOR CALCULATIONS AND NOTES
ON SPECIES, QUANTITIES, AND SIZE.
EXISTING WOOD FENCE
PALM TREES. REFER TO LANDSCAPING
PLANS FOR CALCULATIONS AND NOTES
ON SPECIES, QUANTITIES, AND SIZE.
0" 1"
N
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T F
O R
C O
N S
T R
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T
IO
N
P R
O J E
L E
IS
S
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S A
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S O
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P A
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.9
.0
F L
A R
T O
D D
M S
W E
E T
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
As indicated
22716
FLOOR PLAN - NOTES
AND TAGS
AC112
D E
S
IG
N D
E V
E L O
P M
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S N
O O
K H
A V
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P A
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M E
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S A
R A
S O
T A
C O
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T Y
E
V
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A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/8" = 1'-0"
FLOOR PLAN - NOTES & TAGS
AC501
FLOOR PLAN NOTES:
1 WOOD COMPOSITE DECKING
3 DOWNSPOUT, TYP.
4 P.T. WOOD COLUMN. REFER TO STRUCTURAL.
5 42" HIGH DRINK RAIL. PT FRAMING WITH WOOD
COMPOSITE TOP RAIL AND SLATS.
2' X 4' LIGHT FIXTURE
SUSPENDED LIGHT FIXTURE
GYPSUM BOARD CEILING
ACOUSTICAL PANEL CEILING
EXHAUST FAN
MECHANICAL SUPPLY DIFFUSER
MECHANICAL RETURN DIFFUSER
EXIT SIGN
WALL MOUNTED LIGHT FIXTURE
SPRINKLER
RECESSED LIGHT
2' X 2' LIGHT FIXTURE
CEILING FAN
CEILING ACCESS PANEL
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
AC201
AC301
A-1.3
A-1.3
AC301
A.F.F.8' - 8"
A.F.F.9' - 0"
A.F.F.9' - 0"
A.F.F.9' - 0"
A.F.F.9' - 0"
D1
D1
D2
D2
D3
D3
D4
D4
D5
D5
D6
D6
DA
DB
DC
DD
CA
CA
CB
CB
CC
CC
CD
CD
CE
CE
A.F.F.8' - 8"
C1
C1
C2
C2
C3
C3
C4
C4
STORAGE
MUSIC
STAGE
A.F.F.9' - 0"
A.F.F.9' - 0"
4' - 0"
4' - 0"
8' - 6"
RAMP WITH
POST-MOUNT
LIGHTS
BELOW
AC301
AC301
4' - 0"
4' - 0"
0" 1"
N
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
O J E
L E
IS
S
U
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M A
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T R
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T
S U
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S A
R A
S O
T A
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P A
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M A
N .C
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.9
.0
F L
A R
T O
D D
M S
W E
E T
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/8" = 1'-0"
22716
REFLECTED CEILING
PLAN
AC113
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
N.T.S
LEGEND - REFLECTED CEILING1/8" = 1'-0"
REFLECTED CEILING PLAN
REFLECTED CEILING PLAN NOTES:
AC301
AC114
AC114
CA
CA
CB
CB
C1
C1
6' - 0"6' - 0"30' - 0"
42' - 0"
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
9.00NAVD
REST. T.O.D.
1" / 12"
NEW SIDEWALK
INTEGRAL COLORED
CONCRETE SLAB/FOOTER
AT BASE OF RAMP
COMPOSITE DECKING ON
PT. FRAMING AND WOOD
PILES, REFER TO
STRUCTURAL.
GALVANIZED
THREADED PIPE
RAILING AND FITTINGS
CC
CC
C4 C4
0" 1"
N
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
O J E
L E
IS
S
U
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M A
IN
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T R
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S U
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S A
R A
S O
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S W
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T S
P A
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M A
N .C
O M
T
.9
.0
F L
A R
T O
D D
M S
W E
E T
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
As indicated
22716
RAMP PLANS &
DETAILS
AC114
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/4" = 1'-0"
FLOOR PLAN - BOARDWALK RAMP
FLOOR PLAN NOTES:
1/4" = 1'-0"
BOARDWALK RAMP - SECTION
1/4" = 1'-0"
FLOOR PLAN - CONCESSIONS ENTRY RAMP
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
AC201
AC2018
AC201
AC301
AC201
AC201
AC201
AC201
AC301
AC301
AC301
AC301
15' - 7"
83' - 6"
13' - 0"
47' - 0"
EVENT
PLAZA
STORAGE
MUSIC
STAGE
DINING
PAVILION
COVERED
DECK
CONCESSION
BUILDING
AC301
AC301
38' - 0"
45' - 4"
10' - 3"
7' - 8" 12' - 0"
55' - 4"
36' - 0"
6' - 0"
15' - 3"
10' - 8"
47' - 4"
42' - 0"
0" 1"
N
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
O J E
L E
IS
S
U
R
M A
IN
S
T R
E E
T
S U
IT
E
S A
R A
S O
T A
, F L
S W
E E
T S
P A
R K
M A
N .C
O M
T
.9
.0
F L
A R
T O
D D
M S
W E
E T
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/8" = 1'-0"
22716
ROOF PLAN
AC122
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/8" = 1'-0"
ROOF PLAN
ROOF PLAN NOTES:
19.00NAVD
ROOF BRG HGT
9.00NAVD
REST. T.O.D.
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
10" /
2"
4" / 1 2"
C1
C1
C2
C2
C3
C3
C4
C4
AC301
AC301
TYP
19.00NAVD
ROOF BRG HGT
9.00NAVD
REST. T.O.D.
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
3 3
10" /
2" 10" / 12"
4" / 12"
TYP
C1
C1
C3
C3
C4
C4
AC301
AC301
4" / 1 2"
1 1
TYP
TYP
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
19.00 NAVD
ROOF BRG HGT
9.00 NAVD
REST. T.O.D.
AC301
AC301
8.70 NAVD
DESIGN FLOOD ELEVATION
7.70 NAVD
BASE FLOOD ELEVATION
CA
CA
CB
CB
CC
CC
CD
CD
CE
CE
19.00 NAVD
ROOF BRG HGT
9.00 NAVD
REST. T.O.D.
AC301
AC301
8.70 NAVD
DESIGN FLOOD ELEVATION
7.70 NAVD
BASE FLOOD ELEVATION
128 12812
CA
CA
CB
CB
CC
CC
CD
CD
CE
CE
9.00NAVD
REST. T.O.D.
19.00NAVD
PVLN. BRG. HT
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
AC301
AC301
20 20
DA
DA
DB
DB
DC
DC
DD
DD
4' - 0"
19.00NAVD
ROOF BRG HGT
9.00NAVD
REST. T.O.D.
19.00NAVD
PVLN. BRG. HT
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
AC301
AC301
DA
DA
DB
DB
DC
DC
DD
DD
4' - 0" 4' - 0"
9.00 NAVD
REST. T.O.D.
AC301
19.00 NAVD
PVLN. BRG. HT
8.70 NAVD
DESIGN FLOOD ELEVATION
7.70 NAVD
BASE FLOOD ELEVATION
1 1
D1
D1
D2
D2
D3
D3
D4
D4
D5
D5
D6
D6
9.00 NAVD
REST. T.O.D.
AC301
AC301
19.00 NAVD
PVLN. BRG. HT
8.70 NAVD
DESIGN FLOOD ELEVATION
7.70 NAVD
BASE FLOOD ELEVATION
5 5
D1
D1
D2
D2
D3
D3
D4
D4
D5
D5
D6
D6
1/8" = 1'-0"
CONCESSION BUILDING - SOUTH ELEVATION
1/8" = 1'-0"
CONCESSION BUILDING - NORTH ELEVATION
1/8" = 1'-0"
DINING PAVILION - WEST ELEVATION
1/8" = 1'-0"
DINING PAVILION - SOUTH ELEVATION
1/8" = 1'-0"
DINING PAVILION - EAST ELEVATION
0" 1"
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
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GRAPHIC SCALE:
N O
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C O
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IO
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L E
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P A
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N .C
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.9
.0
F L
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/8" = 1'-0"
22716
BUILDING ELEVATIONS
AC201
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/8" = 1'-0"
CONCESSION BUILDING - EAST ELEVATION
1/8" = 1'-0"
CONCESSION BUILDING - WEST ELEVATION
1 LISTED AND APPROVED CORRUGATED METAL ROOFING
PANEL SYSTEM.
3 HALF ROUND 26 GAUGE GALVALUME GUTTER WITH
INTEGRAL GUARD AND DOWNSPOUTS.
4 LISTED AND APPROVED FIBER CEMENT CLADDING AND
TRIM SYSTEM.
5 CUSTOM RAILING WITH WOOD COMPOSITE PICKETS, 2X12
TOP RAIL, AND STAINED PT WOOD FRAMING MEMBERS.
6 STAINED P.T. WOOD FRAMING. REFER TO STRUCTURAL.
8 LISTED AND APPROVED ROLL UP DOOR.
12 SLIDING BARN DOOR AND TRACK.
13 GALVANIZED STEEL PIPE (SCH 40) HANDRAIL.
16 WALL GRAPHIC. VERBIAGE AND IMAGE TO BE DETERMINED.
17 LISTED AND APPROVED H.M. INSULATED DOOR.
20 WOOD COMPOSITE SLATS (1x6)
22 WOOD COMPOSITE TREADS AND RISERS OVER EXTERIOR
GRADE FRAMING.
25 LISTED AND APPROVED CORRUGATED & PERFORATED
METAL WALL PANEL SYSTEM.
26 STAINED P.T. WOOD POST SET IN CONCRETE FOUNDATION.
27 LIGHT FIXTURE. REFER TO ELECTRICAL.
1/8" = 1'-0"
DINING PAVILION - NORTH ELEVATION
ELEVATION NOTES:
9.00NAVD
REST. T.O.D.
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
979 SF
CONCESSIONS
C1
C1
C3
C3
C4
C4
AC411
AC411
AC411
AC301
AC301
MECHANICAL
WELL
SHEET NOTES
NUMBERED NOTES SHOWN IN DRAWINGS ON THIS
SHEET APPLY ONLY TO THE NUMBERED NOTES IN
THE TABLE BELOW.
9.00NAVD
REST. T.O.D.
19.00NAVD
PVLN. BRG. HT
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
AC412
AC412
DA
DA
DB
DB
DC
DC
DD
DD
4'
2'
9.00NAVD
REST. T.O.D.
19.00NAVD
PVLN. BRG. HT
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
D1
D1
D2
D2
D3
D3
D4
D4
D5
D5
D6
D6
6.41NAVD
EXIST. RESTAURANT F.F.
19.00NAVD
ROOF BRG HGT
9.00NAVD
REST. T.O.D.
6.87NAVD
EXIST. R.R. F.F.
AC301
AC301
19.00NAVD
PVLN. BRG. HT
6.50NAVD
STAGE T.O.D.
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
15.20NAVD
EXIST. R.R. RF. BRG.
14.50NAVD
STAGE BRG. HT.
6.29NAVD
EXISTING STORAGE F.F.
CA
CA
CB
CB
CC
CC
CD
CD
CE
CE
CONCESSIONS
1/8" = 1'-0"
BUILDING SECTION - CONCESSION BUILDING
0" 1"
PROJECT MANAGER:
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PROJECT NO:
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SHEET TITLE:
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SCALE:
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GRAPHIC SCALE:
N O
T F
O R
C O
N S
T R
U C
T
IO
N
P R
O J E
L E
IS
S
U
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M A
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T R
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S U
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S A
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P A
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M A
N .C
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.9
.0
F L
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/8" = 1'-0"
22716
BUILDING SECTIONS
AC301
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
SECTION NOTES:
1/8" = 1'-0"
BUILDING SECTION - DINING PAVILION
1/8" = 1'-0"
BUILDING SECTION - DINING PAVILION - LONGITUDINAL
1/8" = 1'-0"
BUILDING SECTION - CONCESSION BUILDING - - LONGITUDINAL
9.00NAVD
REST. T.O.D.
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
C4
C4
FIBER CEMENT
CLADDING OVER P.T.
FURRING OVER FLUID
APPLIED MEMBRANE ON
CMU WITH CORE-FILLED
INSULATION
C.I.P. CONCRETE
TIE BEAM. REFER
TO STRUCTURAL.
7/8" CORRUGATED
METAL ROOF PANEL
ON P.T. PURLINS
GUTTER WITH
INTEGRAL GUARD
SPRAY APPLIED
FOAM INSULATION
C.I.P. CONCRETE
SLAB TIED INTO
FOUNDATION.
REFER TO
STRUCTURAL.
19.00NAVD
ROOF BRG HGT
9.00NAVD
REST. T.O.D.
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
7/8" CORRUGATED
METAL ROOF PANEL
ON P.T. PURLINS
SPRAY APPLIED
FOAM INSULATION
C.I.P. CONCRETE
SLAB TIED INTO
FOUNDATION.
REFER TO
STRUCTURAL.
SINGLE-PLY ROOF
MEMBRANE OF
RIGID INSULATION.
PITCH TO DRAIN.
19.00NAVD
ROOF BRG HGT
9.00NAVD
REST. T.O.D.
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
6' - 0"
0" 1"
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
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SHEET TITLE:
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SCALE:
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GRAPHIC SCALE:
N O
T F
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C O
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T R
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T
IO
N
P R
O J E
L E
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P A
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N .C
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.9
.0
F L
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/2" = 1'-0"
22716
WALL SECTIONS -
CONCESSION
AC411
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/2" = 1'-0"
WALL SECTION - CONCESSION BUILDING 1
1/2" = 1'-0"
WALL SECTION - CONCESSION BUILDING 2
1/2" = 1'-0"
WALL SECTION - CONCESSION BUILDING 3
9.00NAVD
REST. T.O.D.
19.00NAVD
PVLN. BRG. HT
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
DC
DC
DD
DD
C.I.P. CONCRETE BENCH.
TOP CLAD WITH WOOD
COMPOSITE DECKING.
7/8" CORRUGATED
METAL ROOF PANEL
ON P.T. PURLINS
GUTTER WITH
INTEGRAL GUARD
C.I.P. CONCRETE SLAB
FINISHED WITH WOOD
COMPOSITE DECKING
C.I.P. DRAINAGE
CHANNEL 24" O.C.
WOOD COMPOSITE
DECKING AND FASCIA
WOOD COMPOSITE
SLATS ON P.T. FRAMING
WITH WIRE MESH
STAINED P.T. RAILING
WITH WOOD
COMPOSITE PICKETS
AND 2x12 DRINK RAIL
19.00NAVD
ROOF BRG HGT
9.00NAVD
REST. T.O.D.
19.00NAVD
PVLN. BRG. HT
8.70NAVD
DESIGN FLOOD ELEVATION
7.70NAVD
BASE FLOOD ELEVATION
DA
DA
BENCHES CONSTRUCTED
OF WOOD COMPOSITE
DECKING BOARDS OVER
P.T. FRAMING.
0" 1"
PROJECT MANAGER:
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SHEET TITLE:
SHEET No.:
SCALE:
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GRAPHIC SCALE:
N O
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IO
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L E
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S U
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P A
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M A
N .C
O M
T
.9
.0
F L
A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/2" = 1'-0"
22716
WALL SECTIONS -
DINING PAVILION
AC412
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
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C O
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T Y
E
V
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A V
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E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/2" = 1'-0"
WALL SECTION - DINING PAVILION - EAST
1/2" = 1'-0"
WALL SECTION - DINING PAVILION - WEST
PARTITION TYPE NOTES
1. PARTITION TYPES ARE TAGGED ON THE FLOOR PLANS.
2. REFER TO WALL SECTIONS FOR EXTERIOR WALL ASSEMBLIES.
3. REFER TO “GYPSUM BOARD ASSEMBLIES” SPECIFICATION FOR FULL REQUIREMENTS
FOR GYPSUM BOARD ASSEMBLIES AND NON-LOAD-BEARING STEEL FRAMING MEMBERS
FOR GYPSUM BOARD ASSEMBLIES.
4. ALL STUDS AND FURRING CHANNELS ARE TO BE SPACED 16" O.C., UNLESS NOTED
OTHERWISE.
5. ALL PARTITIONS SHALL EXTEND FROM FLOOR SLAB OR DECK TO THE UNDERSIDE OF
THE STRUCTURAL DECK TO ACHIEVE COMPLETE CLOSURE, UNLESS NOTED OTHERWISE.
6. PARTITION TYPES DESCRIBE THE PRIMARY WALL MEMBER AND SHEATHING. REFER TO
FINISH SCHEDULE FOR ALL PARTITION FINISH DESIGNATIONS.
7. PROVIDE TYPE “M-R” MOISTURE RESISTANT GYPSUM BACKING BOARD IN ALL WET
AREAS, INCLUDING TOILET, LOCKER AND SHOWER ROOMS.
8. PROVIDE 1/2” CEMENT BOARD WITH WATER-RESISTANT COATING AS A SUBSTRATE FOR
WALL AREAS SCHEDULED TO RECEIVE TILE.
9. CONSTRUCTION OF FIRE RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF
GYPSUM BOARD, SHALL BE IN ACCORDANCE WITH U.L. SYSTEM ASSEMBLY OR OTHER
APPROVED ASSEMBLY TO ACHIEVE THE RATING INDICATED. PROVIDE FIRESTOPPING
PER FIRESTOPPING MANUFACTURER’S RECOMMENDATIONS FOR PENETRATIONS
THROUGH RATED WALLS.
10. PROVIDE SLIP JOINT CONNECTIONS AT THE TOPS OF ALL PARTITIONS WHICH INTERSECT
THE STRUCTURE ABOVE, CAPABLE OF ACCOMMODATING UPWARD AND DOWNWARD
VERTICAL DISPLACEMENT OF PRIMARY STRUCTURE THROUGH POSITIVE MECHANICAL
ATTACHMENT TO STUD WEB. PROVIDE FIRE SAFING AT ALL SLIP JOINT CONNECTIONS IN
FIRE RATED PARTITIONS.
11. PROVIDE GYPSUM BOARD CONTROL JOINTS WHERE DESIGNATED ON THE INTERIOR
ELEVATIONS, AND ANYWHERE THERE IS A CONTINUOUS RUN OF GYPSUM BOARD THAT
IS GREATER THAN 30 FEET IN LENGTH. CONFIRM THE LOCATION OF ADDITIONAL
CONTROL JOINTS WITH THE ARCHITECTURE PRIOR TO INSTALLATION.
12. IN PARTITIONS WHERE BATT INSULATION FOR SOUNDPROOFING IS INDICATED, SEAL
CONSTRUCTION AT PERIMETERS, BEHIND CONTROL AND EXPANSION JOINNTS,
OPENINGS, AND PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT,
INCLUDING A BEAD AT BOTH FACES OF THE PARTITIONS.
13. AT METAL STUD WALLS, BLOCKING IS REQUIRED AT ALL WALL MOUNTED ITEMS
INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING LOCATIONS:
A. WALL MOUNTED COUNTERS AND COUNTERTOP SUPPORTS
B. WALL MOUNTED ACCESSORIES AND EQUIPMENT
C. WALL MOUNTED DOORSTOPS
D. WALL MOUNTED DOOR HOLD OPEN DEVICES AND/OR CLOSURES
E. TOILET ROOM PARTITIONS AND ACCESSORIES
F. WALL MOUNTED TV / MONITORS AND BRACKETS
FIRE RESISTANCE RATING OF CONCRETE MASONRY WALLS
PER FBC BUILDING TABLE 722.3.2, THE FIRE RESISTANCE RATING OF
WALLS AND PARTITIONS CONSTRUCTION OF CONCRETE MASONRY UNITS
SHALL BE BASED ON THE EQUIVALENT THICKNESS OF THE MASONRY
AND TYPE USED.
CALCAREOUS OR SILICEOUS GRAVEL AGGREGATE
1 HOUR RATING = 2.8” MINIMUM EQUIVALENT THICKNESS
2 HOUR RATING = 4.2” MINIMUM EQUIVALENT THICKNESS
TYPE 10 - CMU - INTERIOR TYPE 1 - STUD PARTITION WALL
TOP OF FLOOR
BASE PER FINISH SCHED.
METAL STUD FRAMING
(SIZE PER SCHEDULE)
CONC TIE BEAM OR
BOND BEAM PER STR.
CMU. SIZE PER SCHEDULE.
SEE ALSO STRUCTURAL.
BASE PER FINISH
SCHEDULE
A S
N O
T E
D P
A R
T
IT
IO
N
H E
IG
H
T
CEILING AS
SCHEDULED
TYPE 2 - STUD PARTITION WALL - PARTIAL HEIGHT
TOP OF FLOOR
BRACE WALL TO
STRUCTURE OR DECK
TYPE 4 - FURRING WALL - NON-INSULATED TYPE 3 - FURRING WALL - INSULATED
1 1/2" CONTINUOUS
XPS RIGID INSULATION
BOARD (R 7.5) FULL
HEIGHT TO DECK
FIRE SAFING, BOTH
SIDES AT RATED
WALLS (TYP)
TYPE 5 - STUD CHASE WALL
METAL STUD FRAMING
(PER SCHEDULE)
5/8" M-R GYPSUM BOARD
OR CEMENT BOARD (AS
REQUIRED FOR
SCHEDULED FINISH)
BASE PER FINISH
SCHED.
CEILING AS
SCHEDULED
PLUMBING CHASE
UNFACED BATT INSUL
(BOTH SIDES)
TYPE 9 - STUD PLUMBING CHASE WALL
AS NOTED IN SCHED.
CLEAR DIMENSION
CEILING AS SCHEDULED
TOP OF FLOOR
BOTTOM OF DECK
5/8" GWB (BOTH SIDES)
BASE PER FINISH SCHED.
METAL STUD FRAMING
(SIZE PER SCHEDULE)
5/8" GWB (BOTH SIDES)
BATT INSULATION FOR
SOUNDPROOFING
(UNLESS NOTED
OTHERWISE IN SCHED.)
BASE PER FINISH
SCHEDULE
METAL STUD FRAMING
(SIZE PER SCHEDULE)
SEALANT
5/8" GWB
SEALANT AT TOP
OF GWB
EXTERIOR AND/OR
STRUCTURAL WALL.
REFER TO WALL
SECTION AND
STRUCTURAL AS
APPROPRIATE.
TOP OF FLOOR
BOTTOM OF DECK
BASE PER FINISH SCHED.
METAL STUD FRAMING
(SIZE PER SCHEDULE)
5/8" GWB
EXTERIOR AND/OR
STRUCTURAL WALL. REFER
TO WALL SECTION AND
STRUCTURAL AS
APPROPRIATE.
TOP OF FLOOR
BOTTOM OF DECK
BASE PER FINISH
SCHEDULE
METAL STUD FRAMING
(SIZE PER SCHEDULE)
5/8" GWB
TOP OF FLOOR
BOTTOM OF DECK
EXTEND STUDS AND
BATT INSUL TO DECK
TOP OF FLOOR
BOTTOM OF DECK
NOTE: REFER TO FLOOR
PLAN AND FINISH SCHEDULE
FOR FURRING WALL AND/OR
FINISHES APPLIED TO
INTERIOR MASONRY.
ACOUSTICAL SEALANT
(BOTH SIDES), WHEN
BATT INSULATION IS
INDICATED
BATT INSULATION FOR
SOUNDPROOFING
(UNLESS NOTED
OTHERWISE IN SCHED.)
ACOUSTICAL SEALANT
(BOTH SIDES), WHEN
BATT INSULATION IS
INDICATED
ACOUSTICAL SEALANT
(BOTH SIDES), WHEN
BATT INSULATION IS
INDICATED
BATT INSULATION FOR
SOUNDPROOFING
(UNLESS NOTED
OTHERWISE IN SCHED.)
ACOUSTICAL SEALANT
WHEN BATT INSULATION
IS INDICATED
ACOUSTICAL SEALANT
WHEN BATT INSULATION
IS INDICATED
WHERE RATED CMU WALL
OR PARTITION IS
INDICATED, REFER TO
EQUIVALENT THICKNESS
REQUIREMENTS (SEE
NOTES THIS SHEET).
REFER TO SCHEDULE FOR
PARTITION TYPE(S) THAT
DO NOT EXTEND FULL
HEIGHT TO DECK (WHEN
INDICATED).
BOTTOM OF DECK
OR RATED ASSEMBLY
TYPE DESCRIPTION HEIGHT
FIRE
RATING
2A
3-5/8" METAL STUD N/A6" ABV
CEILING
2B
6" METAL STUD N/A6" ABV
CEILING
2C
NOT USED N/AN/A
TYPE DESCRIPTION HEIGHT
FIRE
RATING
1A
3-5/8" METAL STUD N/AFULL HT
TO DECK
1B
3-5/8" METAL STUD, NO BATT INSULATION N/AFULL HT
TO DECK
1C
3-5/8" METAL STUD. 5/8" PAPER-FACED GWB BOTH
SIDES. 30 MIN BASED ON UL U407.
.5-HRFULL HT
TO DECK
1D
3-5/8" METAL STUD. 5/8" TYPE "X" GWB BOTH SIDES. 1
HR BASED ON UL 419.
1-HRFULL HT
TO DECK
1E
6" METAL STUD N/AFULL HT
TO DECK
1F
6" METAL STUD. 5/8" TYPE "X" GWB BOTH SIDES. 1 HR
BASED ON UL 419.
1-HRFULL HT
TO DECK
1G
8" METAL STUD N/AFULL HT
TO DECK
0" 1"
PROJECT MANAGER:
A/E OF RECORD:
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SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
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F L
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T O
D D
M S
W E
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A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1 1/2" = 1'-0"
22716
PARTITION TYPES &
UL DETAILS
AC501
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
.0
.2
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1 1/2" = 1'-0"
PARTITION TYPES
GENERAL DOOR NOTES:
A. ALL HM AND WOOD DOORS ARE 1-3/4" THICKNESS UNLESS NOTED OTHERWISE.
B. ALL HM FRAMES ARE 2" WIDE & 5-3/4" DEEP UNLESS NOTED OTHERWISE IN
REMARKS. SEE TYPICAL FRAME ELEVATION BELOW. STOREFRONT AND
GLAZING SYSTEM FRAMES DEPTHS ARE BY MANUFACTURER.
C. REFER TO GLAZING SPECIFICATION FOR GLASS TYPES IN INTERIOR &
EXTERIOR DOORS.
FLUSH
A
3'
0' - 7" 0' - 7"
0'
P E
R S
C H
E D
U
LE
D
FLUSH
HALF-LITE
PER SCHEDULE
P E
R S
C H
E D
U
LE
PER SCHEDULE
OH COILING DOOR
N
PER SCHEDULE
P E
R S
C H
E D
U L E 0'
0' - 2"
0'
0' - 2" 0' - 2"0' - 2"
1 2
0" 1"
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
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GRAPHIC SCALE:
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T F
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C O
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T R
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S A
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P A
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M A
N .C
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W E
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A R
DRAWING SET:
C L
IE
N T
A D
D R
E S
S
1/4" = 1'-0"
22716
SCHEDULES,
LEGENDS & DETAILS
AC601
D E
S
IG
N D
E V
E L O
P M
E N
T
S N
O O
K H
A V
E N
P A
R K
IM
P
R O
V E
M E
N T
S
S A
R A
S O
T A
C O
U N
T Y
E
V
E N
IC
E
A V
E N
U E
V
E N
IC
E
F
L
JWB
TMS
JFO
CONCESSIONS &
DINING PAVILION
1/4" = 1'-0"
LEGEND - DOOR TYPES
1/4" = 1'-0"
LEGEND - TYPES DOOR FRAME
DOOR SCHEDULE - CONCESSIONS BUILDING
DOOR
NUMBER INT/EXT TYPE WIDTH HEIGHT MATERIAL FINISH
FIRE
RATING HARDWARE
FRAME
REMARKSTYPE MATERIAL FINISH
301 D 6' - 0" 7' - 0"
302 K 6' - 0" 7' - 0"
303 131 3' - 0" 7' - 0"
304 164 3' - 6" 7' - 0"
305 131 3' - 0" 7' - 0"
306 131 3' - 0" 7' - 0"
307 218 3' - 4" 5' - 2"
308 218 3' - 4" 5' - 2"
309 218 3' - 4" 5' - 2"
310 ZZ 3' - 4" 5' - 2"
KIPS (1000#)
KIPS PER SQUARE INCH
KIPS PER SQUARE FOOT
POUND
LONG LEG HORIZONTAL
LONG LEG VERTICAL
MAXIMUM
MEZZANINE
MANUFACTURER
MINIMUM
MISCELLANEOUS
NEAR SIDE
NOT TO SCALE
NUMBER OR REBAR SIZE
OPPOSITE HAND
ON CENTER
POWDER ACTUATED FASTENER
POUNDS PER LINEAR FOOT
POUNDS PER CUBIC FOOT
POUNDS PER CUBIC INCH
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POST TENSIONED
PROJECTION
REVISION
REFERENCE
REINFORCING
REQUIRED
SIMILAR
SCHEDULE
SHORT LEG HORIZONTAL
SHORT LEG VERTICAL
SPECIFICATION
SQUARE
SQUARE FEET
STAINLESS STEEL
STANDARD
STIFFENER
STEEL
STRUCTURAL
SYMMETRICAL
THICKENED EDGE
THREAD
THICK
TREAD
TOP OF WALL
TEMPORARY
THROUGH
TOP OF STEEL
TYPICAL
UNLESS NOTED OTHERWISE
WALL CONTROL JOINT
WEIGHT
WITH
WITHOUT
WELDED WIRE FABRIC
ANCHOR BOLT
ABOVE FINISHED FLOOR
ALUMINUM
ALTERNATE
AND
APPROXIMATE
APPROVED
AT
AVERAGE
BUILDING
BOTTOM
CENTERLINE
CLEAR OR CLEARANCE
CONNECTION
CONCRETE MASONRY UNIT
CONSTRUCTION
CONTINUOUS
CONSTRUCTION OR CONTROL JOINT
CONCRETE
COLUMN
CENTER
DIAGONAL
DIAMETER
DIMENSION
DRAWING
DEFORMED BAR ANCHOR
EACH
EACH END
EACH FACE
EXPANSION JOINT
EACH SIDE
EACH WAY
ELEVATION
ELECTRICAL
EMBEDMENT
EQUAL
EQUIPMENT
EXISTING
EXPANSION
EXTENDED
FINISHED FLOOR
FLOOR
FEET OR FOOT
FAR SIDE
FOOTING
FOUNDATION
YIELD STRENGTH
28 DAY COMPRESSIVE STRENGTH
GAUGE OR GAGE
GALVANIZED
GENERAL
HEIGHT
HORIZONTAL
INCH OR INCHES
ISOLATION JOINT
K
KSI
KFS
LLH
LLV
MAX.
MEZZ.
MFR.
MIN.
MISC.
NS
N.T.S.
O.H.
O.C.
P.A.F.
PLF
PCF
PCI
PSF
PSI
P.T.
PROJ.
REV.
REF.
REINF.
REQ'D
SIM.
SCHED.
SLH
SLV
SPEC.
SQ.
SF
S.S.
STD.
STIFF.
STL.
STRUCT.
SYM.
T.E.
THD.
THK.
TRD.
T/WALL
TEMP.
THRU
T.O.S.
TYP.
U.N.O.
W.C.J.
WT.
W/ W/O
WWF
A.B.
A.F.F.
AL.
ALT.
APPROX.
APPVD.
AVG.
BLDG.
BOTT.
C.L.
CL. OR CLR.
CONN.
CMU
CONST.
CONT.
C.J.
CONC.
COL.
CTR.
DIAG.
O OR DIAM.
DIM.
DWG
DBA
EA.
E.E.
E.F.
E.J.
E.S.
E.W.
ELAV.
ELEC.
EMBED.
= OR EQ.
EQUIP.
EXIST.
EXP.
EXT.
F.F.
FLR.
FT.
F.S.
FTG.
FOUND.
Fy OR fy f'c
GA.
GALV.
GEN.
HGT.
HORIZ.
IN.
I.J.
A B B R E V I A T I O N S
L E G E N D
ITEM SYMBOL
MINUS OR COMPRESSION
TOP OF STEEL ELEVATION
STEP IN STRUCTURE
POUNDS (FOLLOWING)
AND
CENTERLINE
NUMBER (PRECEDING)
PLUS OR TENSION
PLATE
T/S EL. +20'-8"
(+20'-0")
OR
+0'-0"
#, NO.
P C
8" S S
S2 B
OR DEPRESSED SLAB
S2
L L
C1 F2.0A -2'-0"
CONCRETE
GROUT
EARTH
CONCRETE BLOCK (CMU)
SECTION INDICATOR
DETAIL INDICATOR
COLUMN TYPE
FOOTING TYPE
TOP OF FOOTING ELEVATION
SPOT ELEVATION TOP OF CONCRETE
STEP IN FTG. OR GRADE BM.
TO CLG. PLUMB.
CENTERLINE BEAM SPLICE
PRELIMINARY
NOT FOR CONSTRUCTION
DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE
BUILDING USING APPLICABLE CONTRACT DRAWINGS,
BUILDING DIMENSIONS AND THE LOCATION OF ALL
STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO
SLAB EDGES, WALLS, COLUMNS, OPENINGS AND
DEPRESSIONS SHALL BE COORDINATED WITH THE
ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE
BUILDING. RESOLVE ANY DISCREPANCIES.
TO THE BEST OF THE ENGINEER-OF-RECORD'S
KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE
DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE
APPLICABLE MINIMUM BUILDING CODES.
NOTE:
© 2024 - bennett & pless, inc.
All rights reserved.
1381 Fifth Street Sarasota, Florida 34236 Telephone: (941) 955-4555 Fax: (941) 955-9333 www.bennett-pless.com C.O.A. #30502 bennett & pless, inc.
B&P JOB NUMBER 23.03.082
PROJECT MANAGER:
A/E OF RECORD:
PROJECT NO:
(C) COPYRIGHT 2021 SWEET SPARKMAN ARCHITECTS, INC.
SHEET TITLE:
SHEET No.:
SCALE:
DRAWN BY:
REV DESCRIPTION DATE
GRAPHIC SCALE:
N O
T
FO
R C
O N
ST
R
U
CT
IO
N
NOT TO SCALE
PR
O
JE
C
T
TI
TL
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IS
SU
ED
FO
M
AI
N
ST
RE
ET
, S
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SA
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SO
TA
, F
L 3
SW
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TS
PA
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MA
N.
CO
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1.9
.00
FL
A
R0
DRAWING SET:
C
LI
EN
T:
AD
D
R
ES
S:
22716
GENERAL NOTES &
INFORMATION
SC001
D
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IG
N
D
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PM
EN
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SN
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EN
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EN
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TCW
DEM
d) THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL
SUBMITTALS IS CONSISTENT WITH THE CONTRACT
DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR
QUANTITIES WILL BE MADE).
SUBMITTALS NOT MEETING THE CRITERIA LISTED IN THIS SECTION WILL NOT BE
REVIEWED.
FOUNDATIONS:
ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF *,*** psf ON
COMPACTED FILL. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY
SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND
LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE
REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION
IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED
TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION
BEGINS.
PENETRATIONS:
NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN
THOSE LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE
ENGINEER.
FORMWORK AND SHORING:
NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST
TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL
OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET
FORTH IN ACI STANDARDS 347 AND 301.
PLUMBING SLEEVE:
MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE
LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR
TO CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE
ENGINEER.
EMBEDDED CONDUITS:
LOCATIONS AND SIZES OF CONDUIT MUST BE APPROVED BY THE ENGINEER PRIOR TO
PLACEMENT. WITHIN SLABS, BEAMS OR WALLS, CONDUIT SHALL OCCUPY ONLY THE
MIDDLE ONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D.
FOR SINGLE CONDUITS OR SUM OF O.D.'S FOR MULTIPLE CONDUITS THAT CROSS
SHALL BE NO LARGER THAN ONE THIRD THE SLAB DEPTH. PARALLEL CONDUITS SHALL
BE SPACED WITH A MINIMUM OF 3 DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM
OF ONE DIAMETER AWAY FROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANY
REINFORCING. CONDUIT SHALL NOT BE TIED TO REINFORCING. CONDUITS SHALL NOT
OCCUR WITHIN COLUMN ZONES OF SLABS AND OR TRANSFER GIRDERS. CONDUIT
PLACEMENT SHALL NOT IMPAIR THE STRENGTH OF THE CONSTRUCTION AS JUDGED
BY THE ENGINEER.
REINFORCING STEEL:
SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST
AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING
DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP
DRAWINGS PRIOR TO COMMENCING FABRICATION.
WELDED WIRE FABRIC:
TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN
ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND
SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF
FLAT MANUFACTURED SHEETS IS RECOMMENDED.
CONCRETE:
SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH
AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX:
5000psi CONCRETE BEAMS, ELEVATED SLABS & WALLS 4000psi EXTERIOR SLABS
3000psi FOR ALL OTHER CONCRETE
CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND
SPECIFICATIONS.
SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR
REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR
OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33
FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF
ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE
TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME
ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS
FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY
REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE,THE CONCRETE
SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO
NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATING
CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A
FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS
COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE.
SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY.
CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED
ONLY WITH THE APPROVAL OF THE ENGINEER.
CONSTRUCTION OR CONTROL JOINTS SHALL BE PROVIDED IN SLABS ON GRADE SO
THAT THE MAXIMUM AREA OF THE SLAB BETWEEN JOINTS SHALL BE 144 SQUARE FEET,
OR AS SHOWN ON THE PLANS. SAW CUT CONTROL JOINTS SHALL BE MADE AS SOON
AS SLAB WILL SAFELY SUPPORT MEN AND EQUIPMENT AND THE SLAB WILL NOT BE
DAMAGED BY EQUIPMENT, BUT NO LATER THAN 24 HOURS. ASPECT RATIO (LONGSIDE
TO SHORTSIDE OF CONCRETE AREA) SHALL NOT EXCEED 1.5. NO EMBEDDED ANGLES
OR OTHER FIXED METAL ITEMS SHALL EXTEND THROUGH JOINTS, UNLESS OTHERWISE
NOTED. EMBEDDED ANGLES AND OTHER FIXED METAL ITEMS SHALL BE CONTINUOUS
BETWEEN CONCRETE JOINTS, UNLESS OTHERWISE NOTED. ENGINEER SHALL
APPROVE LOCATION OF ALL JOINTS NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL
SUBMIT SHOP DRAWINGS FOR APPROVAL.
CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE
EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. IF ACCEPTED, PEA
ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS
LESS THAN 60 LINEAL FEET PER POUR.
CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP
DATA AS PER CHAPTER 5 OF ACI 318.
WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES OR CONCRETE
EXPOSED TO WEATHER SHALL NOT EXCEED 0.40 BY WEIGHT.
CONCRETE TESTING:
AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON
CAST IN PLACE CONCRETE:
A) ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT
CONCRETE." SLUMP RANGE SHALL BE 3 TO 4 INCHES.
B) ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF
CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED
FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED
PER DAY. CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS:
1 AT 7 DAYS
2 AT 28 DAYS
ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE
ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL
CYLINDER(s) MAY BE DISCARDED.
WALL CONTROL JOINTS SHALL BE PROVIDED IN CONCRETE MASONRY
CONSTRUCTION AT LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS. IF
THEY ARE NOT SHOWN, LOCATE WALL CONTROL JOINTS AT 24'-0" o.c. MAXIMUM AND
SHOW LOCATIONS ON SHOP DRAWINGS. HORIZONTAL WALL REINFORCING SHALL
BE STOPPED EACH SIDE OF CONTROL JOINTS. BOND BEAM, TIE BEAM OR KNOCK-
OUT BLOCK BEAM REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONTROL
JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT
CONTROL JOINTS.
SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE
UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT
SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS
PROHIBITED.
CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO
MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE.
CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT
FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR
OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF
SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER
INSPECTION. PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED
(SHEET METAL AND FELT PROHIBITED).
VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND
AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING
REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE
POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT
TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING
BEFORE PLASTICITY IS LOST.
WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE
PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE
WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR
HEIGHT).
WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL
CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT
LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED.
WALL CONSTRUCTION JOINTS SHALL BE SPACED @ 24'-0" O.C. MAX. WITH TYP. VERT.
REINF. AT EA. SIDE OF JOINT. HORIZONTAL JOINT REINF. SHALL TERMINATE 2" FROM
EA. SIDE OF JOINT. BOND BEAM/TIE BEAM REINF. SHALL BE CONTINUOUS THROUGH
WALL C.J.
INTERIOR CMU WALLS SHALL HAVE SMOOTH SURFACE. SEE ARCH'L.
FOR FINISHING REQUIRED. SEE ARCH'L SPECIFICATIONS FOR MASONRY VENEER
REQUIREMENTS.
LINTELS FOR MASONRY:
OPENINGS NOT PROVIDED WITH CONCRETE BEAMS SHALL BE SPANNED WITH
PRECAST CONCRETE LINTELS WITH A WIDTH TO MATCH WALL WIDTH AND WITH 2#5
REINF. BARS, MIN.. ALL PRECAST LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH
END. PRECASTER TO DESIGN PRECAST LINTELS FOR LOADS NOTED ON THIS SHEET.
POST-INSTALLED ANCHORS:
POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE
CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM
THE STRUCTURAL ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-INSTALLED
ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE
SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH
EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH
THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR
PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE
CONTRACTOR TO THE STRUCTURAL ENGINEER-OF-RECORD ALONG WITH
CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL
ENGINEER IN FLORIDA. THE CALCULATIONS SHALL DEMONSTRATE THAT THE
SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT OR BETTER
PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE
DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE.
USE THE ANCHORS SPECIFIED ON THE PLANS & SECTIONS, U.N.O.
CONCRETE ANCHORS:
MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL
HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND
ICC-ES AC193. PRE-APPRIVED MECHANICAL ANCHORS INCLUDE:
1. SIMPSON STRONG-TIE 'STRONG-BOLT' (ICC-ES ESR-1771)
2. SIMPSON STRONG-TIE 'TITEN-HD' (ICC-ES ESR-2713)
ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL BE
INSPECTED AS FOLLOWS. AT THE ONSET OF EACH APPLICATION, A
MANUFACTURER'S REPRESENTATIVE MUST BE PRESENT TO WITNESS AT LEAST FIVE
COMPLETE INSTALLATIONS. INSTALLERS MUST BE TRAINED BY THE MANUFACTURER
EACH CERTIFIED INSTALLER WILL BE ISSUED A CERTIFICATION CARD TO VERIFY
THEIR TRAINING AND SHALL BE REQUIRED TO CARRY THEIR CERTIFICATION CARD
ON THEIR PERSON. CERTIFIED INSTALLERS SHALL PROVIDED WRITTEN
DOCUMENTATION THAT ALL ANCHORS HAVE BEEN INSTALLED PER THE
MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL ALSO HAVE BEEN TESTED AND
QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC306. PRE-APPROVED
ADHESIVE ANCHORS INCLUDE:
1. SIMPSON STRONG-TIE 'SET-XP' (ICC-ES ESR-2508)
2. HILTI HIT-RE 500 SD (ICC-ES ESR-2322)
MASONRY ANCHORS:
ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY.
MECHANICAL AND CONCRETE SCREW ANCHORS FOR USE IN SOLID-GROUTED
CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
ACCORDANCE WITH ICC-ES AC01 OR AC106, RESPECTIVELY. PRE-APPROVED
MECHANICAL AND CONCRETE SCREW ANCHORS INCLUDE:
SIMPSON STRONG-TIE 'WEDGE-ALL; (ICC-ES ESR-1396)
SIMPSON STRONG-TIE 'TITEN-HD' (ICC-ES ESR-1056)
ADHESIVE ANCHORS FOR USE IN SOLID-GROUTED CONCRETE MASONRY SHALL
HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58.
PRE-APPROVED ADHESIVE ANCHORS INCLUDE:
SIMPSON STRONG-TIE 'SET' (ICC-ES ESR-1772)
SIMPSON STRONG-TIE 'ACRYLIC-TIE' (ICC-ES ESR-1056)
HILTI HIT HY-70 (ICC-ES ER-5193)
ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK
MASONRY
SCREW ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY SHALL HAVE BEEN
TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC106. PRE-APPROVED
SCREW ANCHORS INCLUDE:
SIMPSON STRONG-TIE 'TITEN-HD' (ICC-ES ESR-1056)
ADHESIVE ANCHORS WITH SCREEN TUBES FOR USE IN HOLLOW CONCRETE
MASONRY/UNREINFORCED CLAY BRICK MASONRY SHALL BE TESTED AND QUALIFIED
IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE
SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE
MANUFACTURER. PRE-APPROVED ADHESIVE ANCHORS WITH SCREEN TUBES
INCLUDE:
SIMPSON STRONG-TIE 'SET' (ICC-ES ESR-1772)
SIMPSON STRONG-TIE 'ACRYLIC-TIE' (ICC-ES ER-5791)
SIMPSON STRONG-TIE 'E' (ICC-ES ER-4945)
POWER-ACTUATED FASTENERS (PAF) SHALL BE BY SIMPSON STRONG-TIE (ICC-ES
ESR-2138) OR ENGINEER-APPROVED EQUAL.
GAS-ACTUATED FASTENERS (GAF) SHALL BE BY SIMPSON STRONG-TIE (ICC-ES
ESR-2811) OR ENGINEER-APPROVED EQUAL.
CONCRETE COVER FOR REINFORCING
CONCRETE CAST AGAINST AND
PERMANENTLY EXPOSED TO EARTH
CONCRETE EXPOSED TO EARTH OR WEATHER
#6 THRU #18 BARS
#5 BAR, W31 OR D31 WIRE, AND SMALLER
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABS AND WALLS:
#11 AND SMALLER
BEAMS, COLUMNS:
PRIMARY REINF, TIES, STIRRUPS
3"
2" 1 1/2"
3/4"
1 1/2"
STRUCTURAL NOTES:
ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED
PROPERTY OF BENNETT & PLESS, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE
NOT TO BE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION
OF BENNETT & PLESS, INC. ENGINEER, ENGINEER OF RECORD, AND DELEGATED
ENGINEER SHALL BE LICENSED AS A PROFESSIONAL ENGINEER IN THE STATE OF
FLORIDA.
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND
SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER
DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
PROCEEDING WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE
BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND
ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY
SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.
DESIGN LOADS:
THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2023 EDITION. THE FOLLOWING
SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED:
ROOF:
LIVE LOAD - 20 psf. (TOP CHORD)
-20 psf. (BOTTOM CHORD NON-CONCURRENT) DEAD LOAD - 15 psf. (BOTTOM CHORD)
-2.5 psf. (TOP AND BOTTOM CHORDS AVAILABLE TO
RESIST UPLIFT)
FLOOR:
LIVE LOAD - 100 psf DEAD LOAD - X psf SELFWEIGTH (CONECRETE FLOOR)
-25 psf SUPERIMPOSED (CONECRETE FLOOR) -10 psf (COVERED DECK) -25 psf (WOOD FLOOR)
WIND:
Vult=160 MPH, Vasd=116 MPH EXPOSURE C, RISK CATEGORY II, INT.
PRESS. COEFF. ±0.18 THIS STRUCTURE IS DESIGNED AS AN
ENCLOSED STRUCTURE.
SNOW & SEISMIC (FLORIDA):
IN ACCORDANCE WITH CHAPTER 1 SECTION 101.2 OF THE 2023
FLORIDA BUILDING CODE, SEISMIC AND SNOW LOADS WERE NOT
UTILIZED FOR THIS PROJECT:
"CODE REQUIREMENTS THAT ADDRESS SNOW LOADS AND
EARTHQUAKE LOADS ARE PERVASIVE; THEY ARE LEFT IN PLACE
BUT SHALL NOT BE UTILIZED OR ENFORCED BECAUSE FLORIDA HAS
NO SNOW LOAD OR EARTHQUAKE THREAT."
SHOP DRAWINGS AND CALCULATIONS:
SHALL BE PREPARED FOR ALL WORK AND SUBMITTED FOR REVIEW. SHOP
DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA
REGISTERED PROFESSIONAL ENGINEER.
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE PROVIDED FOR ALL WORK AND WILL BE REVIEWED FOR
GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS
ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,
ELEVATIONS, DIMENSIONS, ETC. SHOP DRAWINGS SHALL BE REVIEWED BY THE
CONTRACTOR AND OWNER'S REP PRIOR TO SUBMITTAL TO THE
ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE
RETURNED UNCHECKED. SHOP DRAWING SUBMITTALS, IF NOT SUBMITTED
ELECTRONICALLY, SHALL INCLUDE THREE SETS OF PRINTS. ONE SET OF PRINTS
WILL BE RETAINED BY THE ENGINEER, ONE BY THE ARCHITECT, ONE BY THE LOCAL
BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE
PRINTS AS REQUIRED FOR DISTRIBUTION. IN ALL INSTANCES THE CONTRACT
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE
SPECIFIED IN WRITING BY THE ENGINEER.
SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHALL BE SUBMITTED TO B&P
WITH 10 BUSINESS DAYS AS A MINIMUM TIME TO BE REVIEWED (MAXIMUM SHEET OR
PAGE COUNT OF 30). IN THE CASE OF A LARGE SUBMITTAL, OR MORE THAN 1
SUBMITTAL FOR THE SAME PROJECT, AN ADDITIONAL BUSINESS DAY SHALL BE
REQUIRED FOR EVERY 5 PAGES/SHEETS OVER 30. THE TIME INDICATED ABOVE IS
FOR B&P'S REVIEW ONLY; IN ORDER TO MEET PROJECT SCHEDULES, THE
CONTRACTOR MUST INCLUDE ENOUGH TIME FOR DELIVERY, ARCHITECTURAL
REVIEW, AND OWNER'S REVIEW.
THERE SHALL BE NO DEVIATION FROM THESE STRUCTURAL CONSTRUCTION
DOCUMENTS. IF THE CONTRACTOR OR PROVIDER OF THE SHOP DRAWINGS
PROPOSE ANY CHANGES, THOSE CHANGES SHALL BE CLEARLY INDICATED, AND
SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A REGISTERED FLORIDA
PROFESSIONAL ENGINEER SUBMITTED. ANY CHANGES NOT APPROVED OR
SUBMITTED WITHOUT THE PROPER DOCUMENTATION INDICATED PREVIOUSLY, WILL
RESULT IN REVISIONS BY THE ENGINEER OR ARCHITECT-OF-RECORD. THE COST
FOR SAID REVISIONS, INCLUDING ENGINEERING AND ARCHITECTURAL FEES SHALL
BE BORNE BY THE CONTRACTOR.
SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS:
ALL SPECIALTY ENGINEERED PRODUCTS OR SYSTEMS REQUIRE SIGNED & SEALED
CALCULATIONS AND FABRICATION AND ERECTION DRAWINGS PREPARED BY A
DELEGATED ENGINEER.
THIS INCLUDES BUT IS NOT LIMITED TO CANOPIES, PRE-ENGINEERED TRUSSES, ICF
WALL SYSTEMS, ALL LIGHT GAUGE METAL STUD FRAMING SYSTEMS, ALUMINUM
WALL SYSTEMS, GLAZED CURTAIN WALLS, PREFABRICATED STEEL STAIRS &
RAILINGS, ARCHITECTURAL PRECAST CONCRETE ELEMENTS, STRUCTURAL PRECAST
OR TILT-UP SYSTEMS, GLASS FIBER REINFORCED CONCRETE PANEL SYSTEMS, OPEN
WEB STEEL JOISTS, STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING,
TILT-WALL ERECTION DRAWINGS, GLULAM BEAMS, TECTUM PLANKS, PEMB, ETC.
SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE
CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY
FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP
DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL
NOT BE ACCEPTED.
SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT
SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. SHOP DRAWINGS AND
CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE
DELEGATED ENGINEER.
COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL
COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE
INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE
INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE
DELEGATED ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED
RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE AND
SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED
BLUELINE PRINT FOR RECORD.
DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND
INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL
STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE
THE SEAL OF A DELEGATED ENGINEER.
CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL
OF A DELEGATED ENGINEER.
REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO
VERIFYING THE FOLLOWING:
a) THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN
FURNISHED.
b) THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED
AND SEALED BY THE DELEGATED ENGINEER.
c) THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE
DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL
CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL
BE MADE).
WOOD:
WOOD: THE WOOD COMPONENTS SHALL BE IN ACCORDANCE WITH CHAPTER 23,
WOOD, OF THE FBC 2023. AND STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS,
RAFTERS, POSTS, ETC.) SHALL BE NO. 2 SOUTHERN PINE CONFORMING TO THE
LATEST EDITION OF NDS.
ALL WOOD TO WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR
END NAILING SHALL BE PERMITTED, EXCEPT FOR TOP AND BOTTOM PLATES IN
WALLS. (U.N.O. ON DRAWINGS.)
STUDS OR JOISTS SHALL NOT BE CUT TO INSTALL PLUMBING OR WIRING UNLESS
METAL OR WOOD SIDE PIECES ARE PROVIDED TO STRENGTHEN THE MEMBER.
NAIL MULTIPLE PLY BEAMS WITH TWO ROWS 16d NAILS AT 12" O.C. TOP AND
BOTTOM. BOLT 3 AND 4 PLY MICROLAMS WITH 2 ROWS 1/2"∅ THRU-BOLTS AT 24" O.C.
(STAGGERED AT 12" O.C.) SPLICES ARE NOT PERMITTED IN ANY PLY BETWEEN
SUPPORTS.
TIMBER FASTENING SHALL BE PER THE 2023 FBC. "FASTENING SCHEDULE" UNLESS
NOTED AS GREATER ON DRAWINGS. ALL WOOD BEAMS TO BEAR ON MULTIPLE
STUDS, SAME NUMBER OF STUDS AS NUMBER OF BEAM, PILES (2) MINIMUM, UNLESS
GREATER NUMBER NOTED ON PLANS. PROVIDE ADDITIONAL FULL HEIGHT STUDS
DOWN TO FOUNDATION, WITH SOLID BLOCKING AT FLOORS.
MULTIPLE STUD POSTS WITH (2) OR MORE STUDS SHALL BE NAILED TOGETHER
WITH EACH STUD NAILED TO THE ADJACENT STUD W/(2) ROWS 16d NAILS AT 12"o.c.
STAGGERED AT 6"o.c.
ALL WALL DOUBLE TOP PLATES, SHALL BE LAPPED AT CORNERS AND
INTERSECTIONS AND FASTENED PER 2023 FBC FASTENING SCHEDULE. ALL DOUBLE
PLATE END JOINTS SHALL BE OFFSET AT LEAST 24". DOUBLE PLATES TO BE
FASTENED TOGETHER PER FASTENING SCHEDULE. PROVIDE SIMILAR CONNECTIONS
AT…
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