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SARASOTA, FL 34236
1761 12TH STREET
PUBLIC WORKS DEPARTMENT
CITY OF SARASOTA, FLORIDA
BY DESCRIPTIONDATE
REVISIONS
CPG 12/3/2020
RAILING MODIFICATIONS
SHADE STRUCTURE &
1
1 SAPRITO PIER
NO.
SHEET
3:33:12 PM \\cardno.corp\global\US\FL\CLW01\CLW01Projects\00501\00501002.10\ms\struct\KeySheet.dgnchristopher.gamache 2/3/2020
SARASOTA, FL
GEORGES M. NICOLAS, PE
CITY OF SARASOTA PROJECT MANAGER:
electronic copies.
and the SHA authentication code must be verified on any
copies of this document are not considered signed and sealed
on November 12, 2018 using an SHA authentication code. Printed
electronically signed and sealed by Christopher P. Gamache, PE
Professional Engineer, License No. 82122. This item has been
ELECTRONIC PLANS: Christopher P. Gamache, State of Florida,
SUPERSTRUCTURE REHABILITATION
P.E. NO.: 82122
CHRISTOPHER P. GAMACHE, PE
ENGINEER OF RECORD:
HAVE CHANGED DUE TO REPRODUCTION.
NOTE: THE SCALE OF THESE PLANS MAY
P.O. NO. PD-821491
CONTRACT NO. RFP 16-34DD
(727) 531-3505
CLEARWATER, FL 33759
380 PARK PLACE BOULEVARD, SUITE 300
PLANS PREPARED BY:
TJ "TONY" SAPRITO FISHING PIER
420 JOHN RINGLING BOULEVARD
http://www.dot.state.fl.us/rddesign/DesignStandards/Standards.shtm
and applicable Design Standards Revisions (DSRs) at the following website:
Florida Department of Transportation, FY 2019-20 Design Standards eBook (DSeB)
1 http://www.dot.state.fl.us/programmanagement/Implemented/SpecBooks
for Road and Bridge Construction at the following website:
Florida Department of Transportation, July 2019 Standard Specifications
FDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION
PEDESTRIAN/BICYCLE RAILING (ALUMINUM)
TOPOGRAPHICAL SURVEY
RAILING DETAILS (2 OF 2)
RAILING DETAILS (1 OF 2)
DECK BEAM DETAILS (2 OF 2)
DECK BEAM DETAILS (1 OF 2)
SHADE STRUCTURE DETAILS
SUPERSTRUCTURE DETAILS
TYPICAL SECTIONS
BENT REPAIR DETAILS
TYPICAL REPAIR DETAILS
PLAN AND ELEVATION
GENERAL NOTES
SUMMARY OF QUANTITIES
KEY SHEET
SHEET DESCRIPTION
515-062
-
13
12
11
10
9
8
7
6
5
4
3
2
1
SHEET NO.
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FICIA
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OF T
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R R
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G15-23.0
04,
F.A.C.
November 2019
CONSTRUCTION PLANS
INDEX OF SHEETS
LOCATION MAP
GOVERNING DESIGN STANDARDS:
GOVERNING STANDARD SPECIFICATIONS:
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
Checked by
Checked by
NAMES DATES
Drawn by
Designed by
Approved by
christopher.gamache 2/3/2020 3:28:35 PM \\cardno.corp\global\US\FL\CLW01\CLW01Projects\00501\00501002.10\ms\struct\B1SuperstDet03.dgn
ENGINEERING DEPARTMENT
CITY OF SARASOTA, FLORIDAAAM
CPG
C. P. GAMACHE
PF
CPG
CLEARWATER, FL 33759 PHONE: (727) 531-3505
380 PARK PLACE BLVD, SUITE 300
CERTIFICATE OF AUTHORIZATION NO. 29915
CHRISTOPHER P. GAMACHE, P.E. NO. 82122
11/2019
11/2019
11/2019
11/2019
SUPERSTRUCTURE REHABILITATION
T.J. "TONY" SAPRITO FISHING PIER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
SHADE STRUCTURE DETAILS
9
TRH 1
1
1
DEFINE MAX HEIGHT2/3/2020
DECK BEAM (TYP.)
PRESTRESSED
(BY MANUFACTURER)
AND BASE PLATE
SHADE STRUCTURE POST
6"
(BY MANUFACTURER)
POST AND BASE PLATE
¡ SHADE STRUCTURE
1'-0"
RAILING
¡ ALUMINUM
BENT CAP
EXISTING
12'-0"±
12'-0"±
RAILING (TYP.)
ALUMINUM
TOP OF DECK
4'-0"±3'-9"± 3'-9"±
DECK
TOP OF
RAILING
ALUMINUM
TOP OF
RAILING
ALUMINUM
TOP OF
SHADE
METAL
SHADE
METAL
SHADE
METAL
SHADE
METAL
(BY MANUFACTURER)
POST AND BASE PLATE
SHADE STRUCTURE
� BENT 30
8'-
0"±
DECK
TOP OF
16'-9"±
10'-
0"±
11'-
9"
JOINT FILLER (TYP.)
" THICK PREFORMED41
21L8x6x
(TYP.)
1'-
0"
(TYP.)
1'-
0"
4"
4"
3"3"
CLOSURE POUR
6"
7"
3"±
(TYP.)"
21
3
(TYP.)"
43
2
(TYP.)
"211
(TYP.)
5"
21L8x6x" � BOLT (TYP.)4
3
" � HOLE FOR87
� SHADE STRUCTURE POST
SHADE STRUCTURE POST
� BENT 30 &
� SHADE STRUCTURE POST
JOINT FILLER (TYP.)
" THICK PREFORMED41
4'-0"±
� BENT 18 OR 22
DECK
TOP OF
DECK BEAM (TYP.)
PRESTRESSED
CLOSURE POUR (TYP.)
(TYP.)
REINFORCEMENT
REQUIREMENTS OF THE SHADE STRUCTURE WITH CITY.
LOADS. THE CONTRACTOR SHALL COORDINATE THE ANCHORAGE
SHOWN ON THIS SHEET HAVE BEEN DESIGNED FOR ASSUMED
THE ANCHORAGE DETAILS FOR THE SHADE STRUCTURE CONNECTION 3.
SPEED OF 140 MPH AND MEET THE GENERAL GEOMETRY SHOWN.
CONTRACTOR TO RESIST AN ULTIMATE DESIGN 3-SECOND GUST WIND
SHADE STRUCTURE DESIGNS SHALL BE SUPPLIED BY THE 2.
CONTINGENT ON APPROVAL OF A GOVERNMENT (G) ZONE WAIVER.
SHADE STRUCTURE CONSTRUCTION AND INSTALLATION IS 1.
BOLT (TYP.)
" � S.S. ANCHOR43
S. ANCHOR BOLT
DRILL & GROUT 1" � S.
1" � S.S. ANCHOR BOLT
"x3"x3" S.S. PLATE83
10'-
0"
(MA
X)
(MA
X)
NOTES:
SCALE: 1
SIDE VIEW
SHADE STRUCTURE TYPE 2
FRONT VIEW
SHADE STRUCTURE TYPE 2
FRONT VIEW
SHADE STRUCTURE TYPE 1
SIDE VIEW
SHADE STRUCTURE TYPE 1
CONNECTION DETAIL
SHADE STRUCTURE TYPE 2
CONNECTION DETAIL
SHADE STRUCTURE TYPE 1
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
Checked by
Checked by
NAMES DATES
Drawn by
Designed by
Approved by
christopher.gamache 2/3/2020 3:29:04 PM \\cardno.corp\global\US\FL\CLW01\CLW01Projects\00501\00501002.10\ms\struct\B1SuperstDet02.dgn
ENGINEERING DEPARTMENT
CITY OF SARASOTA, FLORIDAAAM
CPG
C. P. GAMACHE
PF
CPG
CLEARWATER, FL 33759 PHONE: (727) 531-3505
380 PARK PLACE BLVD, SUITE 300
CERTIFICATE OF AUTHORIZATION NO. 29915
CHRISTOPHER P. GAMACHE, P.E. NO. 82122
11/2019
11/2019
11/2019
11/2019
SUPERSTRUCTURE REHABILITATION
T.J. "TONY" SAPRITO FISHING PIER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
RAILING DETAILS (2 OF 2)
13
1
1
TRH RAIL HEIGHT ADJUSTMENT
1
1
2/3/2020
3'-4"6'-8"6'-8"3'-4"
20'-0"±
"8
73'-
5
3"
"2
12'-
11EQUAL CLEAR OPENING AT POSTS
POST (TYP.)
TOP RAILTOP RAIL
DECK PANELSCONCRETE8" PRESTRESSED
RAIL
INTERMEDIATE
TOP OF
1'-0"
1'-5"
MAX.
9" R
(TYP.)
TOP RAIL CAP
RAILING (TYP.)
ALUMINUM
DECK
END OF
HOOP
END
5"
ALUMINUM
21L6X6X
(SHAPE VARIES)
" DECORATIVE ¢41
81
81
PICKET
TYP. EACH
(TYP.)
"±2
13
9"
9"
ALUMINUM
21L6X6X
ANCHOR BOLT
" DIA. S.S.21
7"
3"
6"6"
6" 6"
ALUMINUM
21L6X6X
ALUMINUM
21L6X6X
RAIL (TYP.)
ENCLOSURE
POST
ENCLOSURE
RAIL
ENCLOSURE
POST (TYP.)
ENCLOSURE
RAIL (TYP.)
ENCLOSURE
BOTTOM RAIL PICKET (TYP.)
PLATE (TYP.)
ATTACHMENT
RAIL
ENCLOSURE
POST (TYP.)
ENCLOSURE
"21
1"
PLATE
ATTACHMENT
"x4"x6"41
RAIL POST
SS BOLT
"� 83
1"
BOLT (TYP.)
"� SS 83
RAIL POST
PLATE
ATTACHMENT
"x4"x6"41
"4
1
BOTTOM RAIL
ENCLOSURE RAIL
"x2"x2" ¢163
3"
POST
ENCLOSURE
RAIL
ENCLOSURE
POST
ENCLOSURE
PLATE
ATTACHEMENT
POST
ENCLOSURE
SPANNING OVER BENTS
LOCATED AT ONE END OF PANELS
RAIL EXPANSION JOINTS TO BE
BOTTOM & INTERMEDIATE RAIL
BOLT SPACED @ 1'-0" O.C.
" DIA. S.S. ADHESIVE ANCHOR21
ANCHOR BOLT
ADHESIVE
" DIA. S.S.21
4"
"212'-9
= 183SCALE:
¡ POST ¡ POST ¡ POST
TYPICAL ALUMINUM RAILING
TYPICAL RAILING PANEL
RAILING PANEL
WHEELCHAIR ACCESSIBLE
" MAX. (TYP.)43" MIN. ~ 38
72
2
2
AT BEGIN PIER
TYPICAL ALUMINUM RAILING
¡ POST
¡ POST
JOINT (TYP.)
RAIL EXPANSION
SECTION 2-2
"1A"
DETAIL
*SEE
"1B"
DETAIL
*SEE
FOR DETAILS.
PLANS INDEX 515-062
*SEE FDOT STANDARD
3
3
¡ POST
"1A"
DETAIL
*SEE
SECTION 3-3
FOR DETAILS.
PLANS INDEX 515-062
*SEE FDOT STANDARD
DETAIL "A"
DETAIL "A"
4 4
SECTION 4-4
163 ANGLE (TYP.)
POST TO
81
163
163
WELD
SEAL81
WELD
SEAL
81
WELD
SEAL
81
163
163
163
163
163
163
NOTES:
55
SECTION 5-5
*SEE DETAIL "1B"
SEE DETAIL "B"
DETAIL "B"
¡ BENT
¡ BENT
2x2x0.250 ALLOY 6061-T6.
ENCLOSURE RAIL AND POSTS SHALL BE RT 4.
GROUP 2.
STAINLESS STEEL (S.S.) BOLTS SHALL BE ASTM F593, 3.
PLATES FOR ENCLOSURE SHALL BE ALLOY 6061-T6.2.
1, EXCEPT AS MODIFIED HEREIN.
WITH FDOT STANDARD PLANS INDEX 515-062, TYPE
CONSTRUCT ALUMINUM RAILING IN ACCORDANCE 1.
NOTES:
”
“ ”
George F. Young, Inc.
TYPE 2 - DETAILS OMITTED
TYPES 3 & 4 - DETAILS OMITTED
TYPE 5 - DETAILS OMITTED
