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DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
LAYOUT
GENERAL NOTES
S101
GENERAL STRUCTURAL NOTES
GENERAL: DETAILS AND SECTIONS SHOWN ON THE
DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR
SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE
INDICATED. ADAPT REQUIREMENTS OF DETAILS,
SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE
CONDITIONS ARE SIMILAR.
CODE REQUIREMENTS: THE BUILDING STRUCTURE IS
DESIGNED IN ACCORDANCE WITH THE 2010 EDITION OF
THE FLORIDA BUILDING CODE WITH 2012 SUPPLEMENTS.
FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES
OF CONSTRUCTION.
EXISTING CONDITIONS: ALL EXISTING CONDITIONS,
DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS
SHOWN ON THE DRAWINGS.
DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH
AND DEFLECTION CRITERIA OF THE 2010 FLORIDA
BUILDING CODE. IN ADDITION TO DEAD LOADS, THE
FOLLOWING LOADS AND ALLOWABLES WERE USED FOR
DESIGN:
PIER: 100 PSF LL
WIND SPEED (ULTIMATE) 170 MPH
WIND SPEED (NOMINAL) 132 MPH
EXPOSURE C
RISK CATEGORY II
OPEN BUILDING
CONCRETE: REINFORCED CONCRETE CONSTRUCTION
SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE".
CONCRETE STRENGTHS SHALL BE VERIFIED BY
STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND
SHALL BE AS FOLLOWS:
F'c ABS W/C MIN CEMENT SLUMP USE
4000 PSI 0.44 560 LBS 5" +/- 1 FOUNDATIONS
CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY
ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C,
MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT
CONTENT, PROVIDED THAT THE MIX STRENGTH IS
SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE
SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF
3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE,
NATURAL SAND CONFORMING TO ASTM C33. PROVIDE
3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES
SLOPE CONCRETE TO DRAIN. ALL CONCRETE SHALL BE
CURED IMMEDIATELY AFTER FINISHING OPERATIONS.
A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM
C494, USED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS, SHALL BE
INCORPORATED IN CONCRETE DESIGN MIXES. A
HIGH-RANGE WATER-REDUCING ADMIXTURE
CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED
IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES
NOT EXCEED 8 .
SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED
ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE APPROVED BY THE STRUCTURAL ENGINEER
BEFORE POURING. NO SLEEVE, OPENING, OR INSERT
MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS
UNLESS APPROVED BY THE ENGINEER. CONDUITS
EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE
DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE
SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE
DIAMETERS ON CENTER.
PROVIDE 3/4 CHAMFERS ON ALL EXPOSED CONCRETE
EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED
OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS
SHOWN ON PLUMBING AND/OR ARCHITECTURAL
DRAWINGS.
ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER
FINISHING OPERATIONS.
WEATHER RESISTANCE: ALL CONCRETE INCLUDING
BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL
CONTAIN A CALCIUM-NITRITE BASED
CORROSION-INHIBITING ADMIXTURE. THE DOSAGE FOR
CONCRETE EXPOSED TO AIRBORNE CHLORIDES SHALL
BE MINIMUM TWO GALLONS PER CUBIC YARD. THE
WATER CONTAINED IN THE CORROSION-INHIBITING
ADMIXTURE SHALL BE USED IN THE CALCULATION OF
THE WATER-TO-CEMENTITIOUS RATIO OF THE
CONCRETE. PROVIDE RHEOCRETE CNI BY MASTER
BUILDERS OR APPROVED EQUIVALENT.
SHORING AND RESHORING: SHORING AND RESHORING
SHALL CONFORM TO ACI 347-01. SHORING AND
SUPPORTING FORMWORK SHALL NOT BE REMOVED
FROM HORIZONTAL MEMBERS BEFORE CONCRETE
STRENGTH IS AT LEAST 70 PERCENT OF DESIGN
STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS.
IN ADDITION, SHORING SHALL NOT BE REMOVED SOONER
THAN RECOMMENDED BY ACI 347-01 , SECTION 3.7.2.3.
FORMWORK SHALL NOT BE REMOVED IN LESS THAN TEN
(10) DAYS.
REINFORCING STEEL: REINFORCING STEEL SHALL
CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED
BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC
(WWF), UNLESS OTHERWISE NOTED. REINFORCING
STEEL TO BE WELDED SHALL CONFORM TO ASTM A706.
REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE
WITH #16 ANNEALED IRON WIRE.
ALL DETAILING AND ACCESSORIES SHALL CONFORM TO
ACI DETAILING MANUAL SP_66. PROVIDE CHAIRS,
SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH
FORMS WITH HOT_DIP GALVANIZED LEGS OR PLASTIC
LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE
REINFORCEMENT AGAINST DISPLACEMENT BY
FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT
OPERATIONS. "WET-STICKING" OF REINFORCING IS
PROHIBITED.
REQUIRED CONCRETE COVER FOR REINFORCING STEEL
(UNLESS NOTED OTHERWISE):
FOOTINGS 3" BOTTOM AND SIDES, 2" TOP
COLUMNS 2" TO TIES, 2" TOP
BEAMS 2" TO STIRRUPS
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL
BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI
318-08, FOR CLASS "B" TENSION LAP SPLICES. DO NOT
SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF
CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM
BARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS.
SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE
LOCATIONS AND METHODS SUBJECT TO APPROVAL OF
STRUCTURAL ENGINEER.
AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2)
#5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND
THESE BARS A LAP DISTANCE OR A MINIMUM OF 24 PAST
THE OPENING OR HOOK BARS IF DISCONTINUOUS.
DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH
BAR SIZE AND SPACING TO MATCH VERTICAL
REINFORCING UNLESS OTHERWISE SHOWN.
CONCRETE ACCESSORIES: HEADED SHEAR STUDS
SHALL BE NELSON HEADED ANCHORS WITH FLUXED
ENDS OR APPROVED EQUAL. DEFORMED BAR ANCHORS
(DBA) SHALL BE NELSON, TYPE D2L, OR APPROVED.
STUDS AND DBA SHALL BE AUTOMATICALLY END
WELDED WITH THE MANUFACTURER'S STANDARD
EQUIPMENT IN ACCORDANCE WITH THEIR
RECOMMENDATIONS. HAND WELDING NOT PERMITTED.
PERMANENTLY EXPOSED EMBEDDED PLATES AND
ANGLES SHALL BE 316 STAINLESS STEEL. ACCURATELY
POSITION, SUPPORT, AND SECURE EMBEDDED ITEMS
AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION
OR CONCRETE PLACEMENT OPERATIONS. SECURELY
ATTACH EMBEDDED ITEMS TO FORMWORK PRIOR TO
START OF CONCRETE PLACEMENT. WET STICKING" OF
EMBEDDED ITEMS IS PROHIBITED. NO LOADS OR WELDS
SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES
FOR A MINIMUM OF 7 DAYS AFTER CASTING.
WHERE NEW CONCRETE IS PLACED AGAINST EXISTING
CONCRETE, THE EXISTING CONCRETE SURFACE SHOULD
BE CLEANED AND ROUGHENED TO A MINIMUM 1/4
AMPLITUDE.
SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO
THE ARCHITECT PRIOR TO FABRICATION AND
CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS
INCLUDING THE FOLLOWING:
CONCRETE MIX DESIGNS,
CONCRETE AND MASONRY REINFORCING,
EMBEDDED STEEL ITEMS,
STRUCTURAL STEEL,
STEEL DECK,
GLUE-LAMINATED MEMBERS.
IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE
DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL
BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF FLORIDA. ANY
CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE
SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO
THE REVIEW AND ACCEPTANCE OF THE ENGINEER.
DESIGN DRAWINGS, SHOP DRAWINGS, AND
CALCULATIONS FOR THE DESIGN AND FABRICATION OF
ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING:
PRECAST CONCRETE MEMBERS,
PRESTRESSED CONCRETE MEMBERS,
STRUCTURAL STEEL CONNECTIONS,
SHALL BEAR THE SEAL AND SIGNATURE OF A
STRUCTURAL ENGINEER REGISTERED IN THE STATE OF
FLORIDA, AND SHALL BE SUBMITTED TO THE ARCHITECT
PRIOR TO FABRICATION. CALCULATIONS SHALL BE
INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE,
CONSIDERING LOCALIZED EFFECTS ON THE
STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION
LOADS. DESIGN SHALL BE BASED ON THE
REQUIREMENTS OF THE 2010 FBC.
SHOP DRAWINGS 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.
CONTRACTOR SHALL NOT BE RELIEVED FROM
RESPONSIBILTY FOR ERRORS OR OMISSIONS IN SHOP
DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S
REVIEW.
PRECAST CONCRETE PILES: CONCRETE PILES SHALL BE
**INCHES**X**INCHES**. ALL PILING SHALL BE DRIVEN OR
JETTED AND DRIVEN TO A SAFE BEARING CAPACITY OF
**CAPACITY** TONS USING AN APPROPRIATE DRIVING
FORMULA AS SPECIFIED IN THE GEOTECHNICAL REPORT.
PILES TO BE CUT OFF SQUARE AT PROPER ELEVATIONS
ALLOWING A MINIMUM OF 18" OF PILE REINFORCING TO
PROJECT INTO THE PILE CAPS AND/OR GRADE BEAMS.
SAWN LUMBER: SAWN LUMBER SHALL BE SOUTHERN
PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE
AWC NATIONAL DESIGN SPECIFICATION.
ALL LUMBER SHALL BE PROTECTED OR PRESSURE
TREATED IN ACCORDANCE WITH AITC-109. ALL FRAMING
NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE
SIZE AND NUMBER INDICATED ON THE DRAWINGS.
NAILING NOT SHOWN SHALL BE AS INDICATED IN TABLE
2304.9.1 OF THE FBC. BOLTS AND LAG SCREWS SHALL
CONFORM TO ANSI/ASME STANDARD B18.1. ALL BOLTS
AND LAG SCREWS SHALL BE INSTALLED WITH
STANDARD CUT WASHERS.
WOOD FRAMING CONNECTORS: FRAMING
ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE
MANUFACTURED BY SIMPSON COMPANY (OR APPROVED
EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE
DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON
HU OF SIZE RECOMMENDED FOR MEMBER. ALL
CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN
OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF
FASTENERS SHOWN IN LATEST SIMPSON CATALOG.
PILE SURVEY: AN AS_BUILT SURVEY OF PILE LOCATIONS
SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND
SURVEYOR. PILES SHALL BE LOCATED ON THE AS_BUILT
DRAWINGS HORIZONTALLY AND VERTICALLY FROM THE
THEORETICAL PILE LOCATION. SUBMIT THE AS_BUILT
DRAWINGS TO THE STRUCTURAL ENGINEER FOR
APPROVAL
UNLESS OTHERWISE NOTED, PERMANENTLY EXPOSED
ANCHORS SHALL BE STAINLESS STEEL. USE 316
STAINLESS STEEL.
ADHESIVE ANCHORS: ADHESIVE ANCHORS (EPOXY
STYLE) SHALL HAVE THE ICC ES EVALUATION REPORT
INDICATING CONFORMANCE WITH CURRENT APPLICABLE
ICC ES ACCEPTANCE CRITERIA ADHESIVE SHALL BE
MOISTURE INSENSITIVE, ALLOWING INSTALLATIONS IN
DAMP OR WATER-FILLED HOLES. ADHESIVE SHALL HAVE
A FULL-CURE LOAD OF 2 HOURS OR LESS AT 70 F.
ACCEPTABLE ADHESIVES ARE HILTI HY-150 OR POWERS
AC100+ GOLD..
INSTALLATION SHALL BE IN CONFORMANCE WITH
MANUFACTURER'S PRINTED LITERATURE. INSTALLATION
SHALL ALSO INCLUDE BRUSHING AND CLEANING OF
DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED.
INSTALLERS SHALL BE TRAINED BY THE
MANUFACTURER'S REPRESENTATIVE. EMBEDMENT
SHALL BE AS INDICATED ON THE STRUCTURAL
DRAWINGS.
IDENTIFY POSITION OF REINFORCING STEEL AND OTHER
EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR
ANCHORS. EXERCISE CARE IN CORING OR DRILLING TO
AVOID DAMAGING EXISTING REINFORCING OR
EMBEDDED ITEMS. NOTIFY THE ENGINEER IF
REINFORCING STEEL OR OTHER EMBEDDED ITEMS ARE
ENCOUNTERED DURING DRILLING.
NAPLES PIER RESTORATION PROJECT
CITY OF NAPLES, FLORIDA
3
A
B
C
4567 2 1
14'-0"12'-0"15'-0"15'-0"15'-0"15'-0"
P.T
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UTILITY TRENCH
P.T. 2x10x1'-0"
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BLOCKING
P.T. 4x4
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6" DECK (TYP.)P.T. 2x10x 3'-0" LONG
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1 3/4"7'-4 1/4"7'-6"7'-6"7'-6"7'-6"7'-0"8'-0"7'-6"7'-6"
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4
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6
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7
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8
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S203
5
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EXISTING 1'-2"x1'-2" P.T. WOOD
TIMBER ON WOOD TIMBER PILES.
FIELD VERIFY CONDITION OF
TIMBER BEAM AND PILE AFTER
EXISTING WOOD DECK IS REMOVED.
10
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11
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DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
PARTIAL FRAMING
PLAN
S102
Scale: 1/4" = 1'-0"
PARTIAL FRAMING PLAN (BENTS 1 THRU 7)
15'-0" TO BENT 8
8910111213
15'-0"15'-0"15'-0"15'-0"15'-0"
2'-11" 2'-5" 2'-5" 7'-3"
2'-7" 5'-6" 6'-11"
12
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1
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P.T
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P.T. 4x10
(2) EXIST. 14"x14"
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PRE-CAST PILES TO
REMAIN.
EXIST. PILE CAP
5'-6"x4'-0"x1'-6"
THICK TO REMAIN
P.T. 2x12
STRINGER
P.T. 2x12
STRINGER
P.T. 3x12
BLOCKING
P.T. 3x12
BLOCKING
P.T. 2x12 CUT
FOR TREADS
AND RISERS
P.T. 4x4
HANDRAIL
POST (TYP.)
6" DECK (TYP.)P.T. 2x10x 3'-0" LONG
JOIST SPLICE (TYP.)
(2) NEW 14"x14"
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PRE-CAST PILES TO
REMAIN.
NEW CONCRETE
PILE CAP
6'-0"x4'-0"x1'-6"
THICK TO REMAIN
2'-11" 2'-5" 2'-5" 7'-3"
2'-4" 6'-0" 6'-8"
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P.T. 2x12
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P.T. 2x12
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P.T. 3x12
BLOCKING
P.T. 3x12
BLOCKING
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FOR TREADS
AND RISERS
P.T. 2x10
BLOCKING
P.T. 4x4
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POST (TYP.)
1'-9" 2'-6" 1'-9"
2'-0
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7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"
7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"
P.T. 2x4
X-BRIDGING
AT MID-SPAN
P.T. 2x10
BLOCKING
1
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3
S202
4
S202
5
S202
2
S202
2
S201
3
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5
S201
10
S201
6
S201
7
S201
8
S201
4
S201
11
S201
7
S201
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C.
DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
PARTIAL FRAMING
PLAN
S103
Scale: 1/4" = 1'-0"
PARTIAL FRAMING PLAN (BENTS 8 THRU 13)
15'-0" TO BENT 7
TYPICAL FOR BENTS
10 THRU 34
40 333435363739 38
15'-0"15'-0"12'-0"12'-0"12'-0"15'-0"15'-0"
P.T
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x1
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1
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P.T
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P.T. 4x10
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JOIST SPLICE (TYP.)
P.T. 2x10x1'-0"
LONG POST
BLOCKING
P.T. 4x4
GUARDRAIL POST
P.T. 2x10 FRAMED
UTILITY TRENCH
6" DECK (TYP.)P.T. 2x10x 3'-0" LONG
JOIST SPLICE (TYP.)
P.T. 4x4
GUARDRAIL POST
P.T. 2x10x 3'-0" LONG
JOIST SPLICE (TYP.)
P.T. 2x10x1'-0"
LONG POST
BLOCKING
P.T
. 4
x1
0
P.T
. 4
x1
0
P.T. 2x10x 3'-0" LONG
JOIST SPLICE (TYP.)
P.T. 2x10x1'-0"
LONG POST
BLOCKING
P.T. 4x4
GUARDRAIL POST
9" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 9"
1'-9
"
5'-7
3 4
"5
'-7
3 4
"5
'-6
3 4
"1
'-0
1 4
"
1'-9
"
5'-7
3 4
"5
'-7
3 4
"5
'-6
3 4
"1
'-0
1 4
"
2
S201
3
S201
5
S201
4
S201
6
S201
7
S201
8
S201
1
S203
2
S201
3
S203
NOTE:
CONCESSION STAND WALLS ARE NOT
LOAD BEARING. ALL WALLS ARE TO
REMAIN. IF REMOVED CONTRACTOR TO
TAKE CARE AS THE WALLS ARE TO BE
RE-USED. CONTRACTOR TO REPLACE
FLOORING OVER NEW WOOD DECK WITH
LIKE KIND MATERIAL.
NOTE:
EXISTING WALLS AND
ROOF TO REMAIN.
SIM.
9
S201
11
S201
10
S201
TH
IS
D
OC
UM
EN
T, A
ND
T
HE
ID
EA
S A
ND
D
ES
IG
NS
IN
CO
RP
OR
AT
ED
H
ER
EIN
, IS
A
N IN
ST
RU
ME
NT
O
F P
RO
FE
SS
IO
NA
L S
ER
VIC
E, A
ND
IS
N
OT
T
O B
E U
SE
D, IN
W
HO
LE
O
R IN
P
AR
T, F
OR
A
NY
O
TH
ER
P
RO
JE
CT
W
IT
HO
UT
T
HE
W
RIT
TE
N A
UT
HO
RIZ
AT
IO
N O
F T
KW
C
ON
SU
LT
IN
G E
NG
IN
EE
RS
, IN
C.
DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
PARTIAL FRAMING
PLAN
S104
Scale: 1/4" = 1'-0"
PARTIAL FRAMING PLAN (BENTS 33 THRU 40)
TYPICAL 15'-0" FOR BENTS 39 THRU 42
TYPICAL 14'-7" FOR BENTS 43 THRU 65
TYPICAL FOR BENTS
10 THRU 34
63646566676869
14'-7"14'-7"14'-7"14'-3"14'-0"14'-3"
P.T. 2x10x 3'-0" LONG
JOIST SPLICE (TYP.)
P.T. 2x10x1'-0"
LONG POST
BLOCKING
P.T. 4x4
GUARDRAIL POST
P.T. 2x10 FRAMED
UTILITY TRENCH
P.T. 4x10
P.T. 4x4
GUARDRAIL POST
P.T. 2x10x 3'-0" LONG
JOIST SPLICE (TYP.)
P.T. 2x10x1'-0"
LONG POST
BLOCKING
9" 7'-1 1/2" 7'-1 1/2" 7'-0" 7'-0" 7'-1 1/2" 7'-1 1/2"
1'-1
0 3
/4
"6
'-6
3
/4
"6
'-6
1
/2
"8
'-0
"8
'-0
"6
'-6
1
/2
"6
'-6
3
/4
"1
'-1
0 3
/4
"
P.T
. 4
x1
0 @
1
'-1
0
3 4
" +
/-
P.T
. 4
x1
0 @
1
'-1
0" +
/-
1'-3
"2
'-1
"
P.T
. 4
x1
0 @
1
'-6
7 8
" +
/-
6" DECK (TYP.)
P.T. 2x10x 3'-0" LONG
JOIST SPLICE (TYP.)
1'-3
"2
'-1
"
P.T
. 4
x1
0 @
1
'-1
0" +
/-
P.T. 4x10
P.T
. 4
x1
0
P.T
. 4
x1
0P
.T
. 4
x1
0
2
S201
3
S201
5
S201
4
S201
6
S201
7
S201
8
S201
1
S203
2
S201
3
S203
9
S201
10
S201
11
S201
SIM.
TH
IS
D
OC
UM
EN
T, A
ND
T
HE
ID
EA
S A
ND
D
ES
IG
NS
IN
CO
RP
OR
AT
ED
H
ER
EIN
, IS
A
N IN
ST
RU
ME
NT
O
F P
RO
FE
SS
IO
NA
L S
ER
VIC
E, A
ND
IS
N
OT
T
O B
E U
SE
D, IN
W
HO
LE
O
R IN
P
AR
T, F
OR
A
NY
O
TH
ER
P
RO
JE
CT
W
IT
HO
UT
T
HE
W
RIT
TE
N A
UT
HO
RIZ
AT
IO
N O
F T
KW
C
ON
SU
LT
IN
G E
NG
IN
EE
RS
, IN
C.
DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
PARTIAL FRAMING
PLAN
S105
Scale: 1/4" = 1'-0"
PARTIAL FRAMING PLAN (BENTS 63 THRU 69)
1'-0" 12'-0" 1'-0"
11
1
/2
"3
'-3"
1'-3 1/2"
(4) EQUAL SPACES FOR
5
4
"X6" IPE DECK SUPPORT
1'-3 1/2"
2x8 P.T. CAP
3x4 P.T. CAP
SUPPORT
3x4 P.T.
RAIL
9 1
/2
"
DECKING
4x4 P.T.
WOOD POST
FULL DRESSED
4x10 P.T. WOOD
JOISTS
2x10 P.T. WOOD
SPLICE PLATES
P.T. TRENCH
FRAMING
1'-1
0 1
/4
"
GRIND AND REMOVE EXISTING
ANCHOR CHANNEL. FILL CAVITY
WITH SIKAGARD FLEXCOAT ATC.
2x6 COMPOSITE
DECKING
3x4 P.T. RAIL
EXIST. CONC.
BENT TO REMAIN
5
16
" THICK 316 STAINLESS
STEEL BRACKET W/
3
4
"
STAINLESS STEEL
THRU-BOLTS
6" 6" 6"
1'-8"
2
1
8
"
5"
2
1
8
"
6" 6" 6"
1'-8"
2
1
8
"
5"
2
1
8
"
3
8
"x8"x5"x1'-6
1
4
" LONG 316
STAINLESS BENT PLATE W/
3
4
"
STAINLESS STEEL
THRU-BOLTS IN WOOD.
DRILL & EPOXY
3
4
" DIA.
STAINLESS STEEL
ALL-THREAD 8" MIN EMBED.
3'-0"
2x10 P.T. SPLICE
PLATE EACH SIDE
OF JOIST.
2x10 P.T. SPLICE
PLATE EACH SIDE
OF JOIST.
2x10 P.T. BLOCKING
PLATE EACH SIDE
OF JOIST. ATTACH
TO JOIST W/
1
4
" DIA.x
3
1
2
" S/S SCREWS
3'-0" 3'-0"
RAILS AND RAIL CONNECTORS
NOT SHOWN FOR CLARITY.
5
16
" THICK 316 STAINLESS
STEEL BRACKET W/
3
4
"
STAINLESS STEEL
THRU-BOLTS
5
16
" THICK 316 STAINLESS
STEEL PLATE W/
3
4
"
STAINLESS STEEL
THRU-BOLTS
2x10 P.T. BLOCKING
PLATE EACH SIDE
OF JOIST. ATTACH
TO JOIST W/
1
4
" DIA.x
3
1
2
" S/S SCREWS
3
8
"x8"x5"x1'-6
1
4
" LONG 316
STAINLESS BENT PLATE W/
3
4
"
STAINLESS STEEL
THRU-BOLTS IN WOOD.
DRILL & EPOXY
3
4
" DIA.
STAINLESS STEEL
ALL-THREAD 8" MIN EMBED.
5
16
" THICK 316 STAINLESS
STEEL BRACKET W/
3
4
"
STAINLESS STEEL
THRU-BOLTS
2x10 P.T. SPLICE
PLATE EACH SIDE
OF JOIST. ATTACH
TO JOIST W/
1
4
" DIA.x
3
1
2
" S/S SCREWS
5
16
" THICK 316 STAINLESS
STEEL BRACKET W/
3
4
"
STAINLESS STEEL
THRU-BOLTS
2x10 P.T. SPLICE
PLATE EACH SIDE
OF JOIST. ATTACH
TO JOIST W/
1
4
" DIA.x
3
1
2
" S/S SCREWS
2x6 COMPOSITE DECK,
ATTACH TO JOIST W/ (2)
#10x3" LONG 316 STAINLESS
STEEL COMPOSITE DECK
SCREW.
2x10 P.T. SPLICE
PLATE EACH SIDE
OF JOIST.
2x6 COMPOSITE DECK,
ATTACH TO JOIST W/ (2)
#10x3" LONG 316 STAINLESS
STEEL COMPOSITE DECK
SCREW.
3'-2
1
/4
"
2x8 P.T. RAIL
WITH BULL
NOSE EDGES
1'-0"
1'-0
1
/4
"
P.T. 2x UTILITY TRENCH,
ATTACH TO EXIST. BENT
WITH (2)
1
2
" SCREW
TYPE ANCHORS
STAINLESS STEEL
BRACKET
STAINLESS STEEL
BRACKET
P.T. SPLICE PLATE
1'-1
0 1
/4
"
9 1
/2
"
2'-1
0"
3'-3
"
5"
P.T. 2x2 WHEEL STOP STAINLESS STEEL
L3x3x
1
4
" ATTACH TO STOP
W/ (1)
1
2
" DIA. 316 S/S
THRU BOLT. ATTACH TO
DECK W/ (2)
1
4
" DIA x 3" LG
316 S/S DECK SCREW.
1
2
" DIA. 316 S/S THRU
BOLT W/
1
4
"x1"x2" 316
S/S WASHER EACH
SIDE
3" 6" 6" 6" 6" 6" 3"
3'-0"
2
1
8
"
5"
2
1
8
"
5
16
" THICK 316 STAINLESS
STEEL BRACKET W/
3
4
"
STAINLESS STEEL
THRU-BOLTS
2x10 P.T. SPLICE
PLATE EACH SIDE
OF JOIST. ATTACH
TO JOIST W/
1
4
" DIA.x
3
1
2
" S/S SCREWS
PIER DECKING
DECK
SUPPORT
3x4 P.T. GUARD
RAIL
2x8 P.T. RAIL
WITH BULL
NOSE EDGES
4x4 P.T. POST
2x4 P.T. BLOCKING ATTACH
TO POST W/ 3" S/S
SCREWS (2 MIN. EA. END)
3
4
" MARINE GRADE PLYWOOD
ATTACH TO POST AND
BLOCKING W/
1
4
" DIA. 3" LG
S/S DECK SCREWS @ 6" O.C.
ELEC. CONDUIT SEE
ELEC. DWG.
3
4
" MARINE GRADE
PLYWOOD
UTILITY
TRENCH BOX
LIGHT FIXTURE
SEE ELEC. DWG
LIGHT FIXTURE
SEE ELEC. DWG
ELEC. CONDUIT SEE
ELEC. DWG.
3
4
" MARINE GRADE PLYWOOD
ATTACH TO POST AND
BLOCKING W/
1
4
" DIA. 3" LG
S/S DECK SCREWS @ 6" O.C.
12
S201
12
S201
DETAIL G
S201
1'-0"
RAILS AND RAIL CONNECTORS
NOT SHOWN FOR CLARITY.
3" 6" 6" 6" 6" 6" 3"
TH
IS
D
OC
UM
EN
T, A
ND
T
HE
ID
EA
S A
ND
D
ES
IG
NS
IN
CO
RP
OR
AT
ED
H
ER
EIN
, IS
A
N IN
ST
RU
ME
NT
O
F P
RO
FE
SS
IO
NA
L S
ER
VIC
E, A
ND
IS
N
OT
T
O B
E U
SE
D, IN
W
HO
LE
O
R IN
P
AR
T, F
OR
A
NY
O
TH
ER
P
RO
JE
CT
W
IT
HO
UT
T
HE
W
RIT
TE
N A
UT
HO
RIZ
AT
IO
N O
F T
KW
C
ON
SU
LT
IN
G E
NG
IN
EE
RS
, IN
C.
DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
FRAMING
SECTIONS &
DETAILS
S201
1
Scale: 3/4" = 1'-0"
BENT DEMO AND REPAIR DETAIL
2
Scale: 1/2" = 1'-0"
BENT DEMO AND REPAIR DETAIL
3
Scale: 3/4" = 1'-0"
GUARDRAIL POST CONNECTION
4
Scale: 3/4" = 1'-0"
GUARDRAIL POST CONNECTION
5
Scale: 3/4" = 1'-0"
WOOD JOIST CONNECTION
6
Scale: 3/4" = 1'-0"
WOOD JOIST CONNECTION
7
Scale: 3/4" = 1'-0"
WOOD JOIST CONNECTION
8
Scale: 3/4" = 1'-0"
WOOD JOIST CONNECTION PLAN
10
Scale: 3/4" = 1'-0"
POST & RAIL CONNECTION AT LIGHT FIXTURE
13
Scale: 3/4" = 1'-0"
ADA GUARDRAIL & JOIST CONNECTION
9
Scale: 3/4" = 1'-0"
WOOD JOIST CONNECTION PLAN
11
Scale: 3/4" = 1'-0"
POST & RAIL CONNECTION AT LIGHT FIXTURE
12
Scale: 3/4" = 1'-0"
POST SECTION AT LIGHT FIXTURE
2x6 COMPOSITE
DECKING
3x4 P.T. RAIL
EXIST. CONC.
BENT TO REMAIN
3'-3
"
2x8 P.T. RAIL
WITH BULL
NOSE EDGES
17
rise
rs @
7
" =
9
'-1
1"
4x4 P.T. RAIL
(TYP.)
P.T. 2x12 EXT.
STRINGER
P.T. 2x12 INT.
STRINGER TO
CUT RISERS
(2)
3
4
" 316 STAINLESS STEEL
THROUGH BOLTS WITH
NUTS AND WASHERS.
CONNECT HANDRAIL TO POST
W/
3
4
" 316 STAINLESS STEEL
THROUGH BOLTS WITH NUTS
AND WASHERS.
(2) 2x6 COMPOSITE
STAIR TREADS, ATTACH
TO RISERS W/ (2)
1
4
"
x3" 316 STAINLESS
STEEL DECK SCREWS
ATTACH P.T. STRINGERS
TOGETHER W/
1
4
" x2
1
2
" 316
STAINLESS STEEL SCREWS
@ 6" O.C. STAGGERED.
P.T. 3x12
BLOCKING
P.T. 3x12
BLOCKING
3'-0
"
1'-0
"1
'-0
"
3x4 HANDRAIL W/
ROUNDED TOP CORNERS.
SANDED SMOOTH
ME
AS
UR
ED
F
RO
M
CE
NT
ER
O
F T
RE
AD
4x4 P.T. WOOD
POST
3
4
" 316 STAINLESS STEEL
THRU BOLT COUNTER
SINK BOLT HEAD.
(2) 2x6 COMPOSITE
STAIR TREADS
3
4
" 316 STAINLESS STEEL
THRU BOLT W/ NUTS AND
WASHERS ALLWASHERS
TO BE 316 S/S 3"x3"
2x12 P.T. CUT FOR TREAD
AND RISERS.
2x12 P.T. STRINGER.
8 1
/2
"
2x6 COMPOSITE
DECKING
3'-3
"
2x8 P.T. RAIL
WITH BULL
NOSE EDGES
P.T. 2x12 EXT.
STRINGER
3x4 HANDRAIL W/
ROUNDED TOP CORNERS.
SANDED SMOOTH
(2) 2x6 COMPOSITE
STAIR TREADS
3x4 P.T. RAIL
3
4
" 316 STAINLESS
STEEL THRU-BOLT W/
NUTS & WASHERS.
COUNTER SINK
3
8
"x4"x4"x0'-8" LONG 316 STAINLESS
ANGLE W/
3
4
" STAINLESS STEEL
THRU-BOLTS IN WOOD. DRILL &
EPOXY (2)
3
4
" DIA. STAINLESS
STEEL ALL-THREAD 8" MIN EMBED.
P.T. 2x12 EXT.
STRINGER
(2) 2x6 COMPOSITE
STAIR TREADS
4x4 P.T. WOOD
POST
#6 @ 6" EA. WAY
1'-9" 2'-6" 1'-9"
6'-0"
2'-0
"2
'-0
"
4'-0
"
4"
3"
#6 @ 6" EA. WAY
1'-6
"
KOROLATH
SHIM PLATES
BELOW
STRINGERS
16 treads @ 11" = 14'-8"
CONCRETE PILE CAP
(2) 14" SQUARE
PRESTRESSED PILES
10'-0" LONG W/ (4) #8 FULL
LENGTH VERTICAL HOOK
INTO PILECAP MIN. 1'-4"
14" SQUARE
PILES
CONCRETE PILE CAP
3
8
"x4"x4"x0'-8" LONG 316 STAINLESS
ANGLE W/
3
4
" STAINLESS STEEL
THRU-BOLTS IN WOOD. DRILL &
EPOXY (2)
3
4
" DIA. STAINLESS
STEEL ALL-THREAD 8" MIN EMBED.
316 S/S 3"x3"
WASHER (TYP.)
(2)
3
4
" 316 STAINLESS
STEEL THRU BOLT W/
316 S/S 3"x3"
WASHER (TYP.)
(2)
3
4
" 316 STAINLESS
STEEL THRU BOLT W/
316 S/S 3"x3"
WASHER (TYP.)
TH
IS
D
OC
UM
EN
T, A
ND
T
HE
ID
EA
S A
ND
D
ES
IG
NS
IN
CO
RP
OR
AT
ED
H
ER
EIN
, IS
A
N IN
ST
RU
ME
NT
O
F P
RO
FE
SS
IO
NA
L S
ER
VIC
E, A
ND
IS
N
OT
T
O B
E U
SE
D, IN
W
HO
LE
O
R IN
P
AR
T, F
OR
A
NY
O
TH
ER
P
RO
JE
CT
W
IT
HO
UT
T
HE
W
RIT
TE
N A
UT
HO
RIZ
AT
IO
N O
F T
KW
C
ON
SU
LT
IN
G E
NG
IN
EE
RS
, IN
C.
DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
FRAMING
SECTIONS &
DETAILS
S202
1
Scale: 3/4" = 1'-0"
STAIR PLAN
3
Scale: 3/4" = 1'-0"
STAIR SECTION
2
Scale: 3/4" = 1'-0"
PILE CAP PLAN AND SECTION
4
Scale: 3/4" = 1'-0"
POST TO STRINGER SECTION
5
Scale: 3/4" = 1'-0"
STAIR STRINGER SECTION
6
Scale: 3/4" = 1'-0"
STAIR STRINGER SECTION
EXISTING CONCRETE
BENT TO REMAIN
P.T. 4x10 JOIST
P.T. 4x10 JOIST
P.T. 4x10 JOIST
P.T. 4x10
P.T
. 4
x1
0
EXISTING CONCRETE
BENT TO REMAIN
RAILS AND RAIL CONNECTORS
NOT SHOWN FOR CLARITY.
EXISTING CONCRETE
BENT TO REMAIN
EXIST. 10"x10"
WOOD POST
EXISTING CONCRETE
BENT TO REMAIN
EXISTING CONCRETE
BENT TO REMAIN
GUARDRAIL POST
BEYOND
EXISTING CONC.
TO REMAIN
2x6 COMPOSITE LUMBER
DECKING, ATTACH TO P.T.
EA. JOIST W/ (2) 3" LG. 316 S/S
COMPOSITE DECK SCREW.
P.T. 3x10 JOIST.
SEE PLAN FOR SPACING
3x4 P.T. GUARDRAIL
2x6 COMPOSITE LUMBER
DECKING, ATTACH TO P.T.
EA. JOIST W/ (2) 3" LG. 316 S/S
COMPOSITE DECK SCREW.
P.T. 3x10 JOIST.
SEE PLAN FOR SPACING
L6x6x
5
16
W/
5
16
"
WELDED PLATE
316 S/S
EXIST. 10"x10"
WOOD POST
EXISTING CONCRETE
BENT TO REMAIN
EXIST. 10"x10"
WOOD POST
SAW-CUT AND REMOVE
DAMAGED WOOD WALL
EACH SIDE OF PAVILION
ATTACH NEW P.T. 2x
WITH (2) GALV. 16d
NAILS EACH STUD.
SIZE OF NEW 2x TO
MATCH EXIST.
1'-0
"
MIN
.
DECKING
2x10 P.T. WOOD
SPLICE PLATES
10
'-0
" E
MB
ED
ME
NT
EXIST. GRADE
(4) #7 TOP HOOKED
MIN. 18" HOOK
(4) #7 BOTTOM
#4 TIES @ 12" O.C.
(4) #8 WITH
MINIMUM 8'-0"
EMBEDMENT
AFTER PILE CUT
OFF.
ADJUST REINF.
FOR MIN 2"
COVER
7" 4 1/4" 7"
2" 3" 2"
2
1
8
" 2
1
8
"
2" 3" 2"
3 7
/8
"
1'-6 1/4"
7" 4 1/4" 7"
1'-6 1/4"
1
1 2
"
3"
1
1
2
"
6"
1
1
2
"1
1 2
"
2" 3" 4 1/8" 4 1/8" 3" 2"
1'-6 1/4"
5"
3"
8"
3
1
2
"
3"
1
1
2
"
5" 8 1/4" 5"
1'-6 1/4"
2"
3"
5"
2" 3" 4 1/8" 4 1/8" 3" 2"
1'-6 1/4"
3"
3"
6"
6" 4 1/4" 6"
1'-4 1/4"
1
1
2
"1
1
2
"
3"
3 7/8" 6"
9 7/8"
1
1
2
"1
1
2
"
3"
6" 4 1/4" 6"
1
1
2
"
3"
1
1
2
" 2
1
8
" 2
1
8
" 1
1
2
"
3"
1
1
2
"
3 7
/8
"
1'-4 1/4"
3 15/16" 6"
1
13
16
" 2
1
8
" 1
1
2
"
3"
1
1
2
"
3 7
/8
"
9 15/16"
1/2
"1
/2
"
1"
1 1/2" 1 1/2"
3"
3"
3"
6"
3" 3"
6"
2"
2"
6"
3" 3"
6"
2"
7" 4 1/4" 7 3/4"
2" 3" 2"
2
1
8
" 2
1
8
" 2
3
8
"
3"
2
3
8
"
3 7
/8
"
2'-6 1/4"
7" 4 1/4" 7 3/4"
2'-6 1/4"
1
1 2
"
3"
1
1
2
"
6"
1
1
2
"1
1 2
"
4 1/4" 7"
7"
2" 3" 2"
4 1/4"
2
1
8
" 2
1
8
"
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IN
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, IN
C.
DRAWING
JOB NO.:
SCALE:
CHECKED BY:
DRAWN BY:
ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIER
DECK REPLACEMENT
NAPLES, FLORIDA
14167.00
AS-NOTED
JTL
SEC
OCTOBER 22, 2014
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
Survey LB # 734
Date:
Reg.# 62694
James T. Lange, P.E.
Oct 22, 2014
NOT FOR
CONSTRUCTION
FRAMING
SECTIONS &
DETAILS
S203
1
Scale: 3/4" = 1'-0"
JOIST CONNECTION TO EXIST. BENT
2
Scale: 3/4" = 1'-0"
JOIST CONNECTION TO EXIST. BENT
3
Scale: 3/4" = 1'-0"
JOIST CONNECTION TO EXIST. BENT
4
Scale: 3/4" = 1'-0"
JOIST CONNECTION TO EXIST. BENT
5
Scale: 3/4" = 1'-0"
JOIST CONNECTION TO EXIST. BENT
Scale: 1 1/2" = 1'-0"
DETAIL A
Scale: 1 1/2" = 1'-0"
DETAIL B
Scale: 1 1/2" = 1'-0"
DETAIL C
Scale: 1 1/2" = 1'-0"
DETAIL D
Scale: 1 1/2" = 1'-0"
DETAIL F
ELEVATION
PLAN
ELEVATION
PLAN
ELEVATION
PLAN
ELEVATION
PLAN ELEVATION
Scale: 1 1/2" = 1'-0"
DETAIL E
Scale: 1 1/2" = 1'-0"
DETAIL G
ELEVATION
PLAN
Scale: 1 1/2" = 1'-0"
DETAIL H
ELEVATION
PLAN
6
Scale: 3/4" = 1'-0"
EXISTING PAVILLION WALL REPAIR 7
Scale: 3/4" = 1'-0"
NEW PILE DETAIL
SHEETNO. PLUMBING SHEET INDEX SCALE
P001 LEGEND, NOTES & SPECIFICATIONS - PLUMBING NONE
P101 RENOVATION PLAN - PLUMBING 1" = 20'-0"
THIS
DO
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ME
NT,
AN
D T
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IDEA
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ND
DE
SIG
NS
INC
OR
PO
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N, I
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OR
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SU
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G E
NG
INEE
RS,
INC
.
DRAWING
JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIERDECK REPLACEMENT
NAPLES, FLORIDA
5621 Banner DriveFort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922E-MAIL: [email protected]
Engineering Certification # 5762Survey LB # 734
MPE JOB #: 2014-119
1
2
3
4
5
6
7
14167.00
09-24-14
Issued For CCCL Permit
NONETGEP
LEGEND, NOTES,SPECIFICATIONS
PLUMBING
P001
404142 333435363739 38434445464748495051525354555657585960616263646566676869
3
A
B
C
417181920212223242526272829303132 5678910111213141516 2 1
THIS
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AN
D T
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INC
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PO
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N, I
S A
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STR
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OF
PR
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NA
L SE
RV
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AN
D IS
NO
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BE
US
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N W
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PAR
T, F
OR
AN
Y O
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PR
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CT
WIT
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THE
WR
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OR
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N O
F TK
W C
ON
SU
LTIN
G E
NG
INEE
RS,
INC
.
DRAWING
JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIERDECK REPLACEMENT
NAPLES, FLORIDA
5621 Banner DriveFort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922E-MAIL: [email protected]
Engineering Certification # 5762Survey LB # 734
MPE JOB #: 2014-119
1
2
3
4
5
6
7
14167.00
09-24-14
Issued For CCCL Permit
1" = 20'-0"TGEP
FLOOR PLANRENOVATION
PLUMBING
P101
ELECTRICAL CODE COMPLIANCE STATEMENT
RISER DIAGRAM
SHEETNO. ELECTRICAL SHEET INDEX FOR SCALE
E0.1 ELECTRICAL LEGEND, NOTES & SCHEDULES NONE
E0.2 ELECTRICAL SPECIFICATIONS NONE
E1.1 RENOVATION PLAN - ELECTRICAL 1" = 20'-0"
E4.1 PARTIAL PLAN - PIER LIGHTING PHOTOMETRICS 1/8" = 1'-0"
E4.2 PARTIAL PLAN - PIER LIGHTING PHOTOMETRICS 1/8" = 1'-0"
NAPLES PIER LIGHT FIXTURE SCHEDULETYPE DESCRIPTION MANUFACTURER VOLTS INPUT WATTS
A PIER MOUNTED EXTERIOR GRADE"TURTLE FRIENDLY" LED LIGHT FIXTURE
IO LIGHTING CAT #01-SLE-A-N-100-8-0-V
120 4000KLED
B WALL MOUNTED EXTERIOR GRADE SECURITY FIXTURE - LOCATED ONCONCESSION STAND AND PIER STRUCTURES
EXISTINGFIXTURE
TO REMAIN
120
C CEILING MOUNTED EXTERIOR GRADELED FIXTURE FOR FISH CLEANING STATIONS
EXISTINGFIXTURE
TO REMAIN
120
LIGHTING FIXTURE SCHEDULE GENERAL NOTES:
(1) WHEN FIXTURE MODEL NUMBER DIFFERS FROM FIXTURE DESCRIPTION, CONTRACTOR IS TO SUBMIT RFIREQUESTING CLARIFICATION PRIOR TO BID, PRIOR TO SHOP DRAWING SUBMITTAL AND PRIOR TO ORDERING OF FIXTURE. WHERE CONTRACTOR DOES NOTREQUEST CLARIFICATION PRIOR TO BID, CONTRACTOR SHALL PROVIDE THE MOST EXPENSIVE OPTION BETWEEN A FIXTURETHAT MATCHES THE DESCRIPTION AND FIXTURE THAT MATCHES THE MODEL NUMBER. AFTER BID, CONTRACTOR SHALL SUBMIT RFIREQUESTING CLARIFICATION SO THAT PROPER FIXTURE GETS SUBMITTED, PROVIDED AND INSTALLED.
(2) PROVIDE INTEGRAL DISCONNECTING MEANS AS REQUIRED BY NEC.
THIS
DO
CU
ME
NT,
AN
D T
HE
IDEA
S A
ND
DE
SIG
NS
INC
OR
PO
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BE
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OR
AN
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PR
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WIT
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THE
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OR
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N O
F TK
W C
ON
SU
LTIN
G E
NG
INEE
RS,
INC
.
DRAWING
JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIERDECK REPLACEMENT
NAPLES, FLORIDA
5621 Banner DriveFort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922E-MAIL: [email protected]
Engineering Certification # 5762Survey LB # 734
MPE JOB #: 2014-119
1
2
3
4
5
6
7
14167.00
09-24-14
Issued For CCCL Permit
NONESLDLH
ELECTRICALLEGEND, NOTES& SCHEDULES
E0.1
THIS
DO
CU
ME
NT,
AN
D T
HE
IDEA
S A
ND
DE
SIG
NS
INC
OR
PO
RAT
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N, I
S A
N IN
STR
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ENT
OF
PR
OFE
SSIO
NA
L SE
RV
ICE,
AN
D IS
NO
T TO
BE
US
ED, I
N W
HO
LE O
R IN
PAR
T, F
OR
AN
Y O
THER
PR
OJE
CT
WIT
HO
UT
THE
WR
ITTE
N A
UTH
OR
IZA
TIO
N O
F TK
W C
ON
SU
LTIN
G E
NG
INEE
RS,
INC
.
DRAWING
JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIERDECK REPLACEMENT
NAPLES, FLORIDA
5621 Banner DriveFort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922E-MAIL: [email protected]
Engineering Certification # 5762Survey LB # 734
MPE JOB #: 2014-119
1
2
3
4
5
6
7
14167.00
09-24-14
Issued For CCCL Permit
NONESL
DLH
ELECTRICALSPECIFICATIONS
E0.2
3
A
B
C
417181920212223242526272829303132333435363739 38 5678910111213141516 2 1
404142 3435363739 38434445464748495051525354555657585960616263646566676869
THIS
DO
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NT,
AN
D T
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IDEA
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ND
DE
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NS
INC
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PO
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N, I
S A
N IN
STR
UM
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OF
PR
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SSIO
NA
L SE
RV
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AN
D IS
NO
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BE
US
ED, I
N W
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LE O
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PAR
T, F
OR
AN
Y O
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PR
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CT
WIT
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THE
WR
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N A
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OR
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TIO
N O
F TK
W C
ON
SU
LTIN
G E
NG
INEE
RS,
INC
.
DRAWING
JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIERDECK REPLACEMENT
NAPLES, FLORIDA
5621 Banner DriveFort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922E-MAIL: [email protected]
Engineering Certification # 5762Survey LB # 734
MPE JOB #: 2014-119
1
2
3
4
5
6
7
14167.00
09-24-14
Issued For CCCL Permit
1" = 20'-0"SLDLH
RENOVATIONPLAN -
ELECTRICAL
E1.1
1920212223242526272829303132333435
0.0 0.1 0.0 0.1 2.1 0.7 0.0 0.0 0.0 0.1 2.1 0.7 0.0 0.1 0.0 0.1 2.1 0.7 0.0 0.1 0.0 0.1 2.3 0.8 0.0 0.1 0.0 0.1 2.3 0.8 0.0 0.1 0.0 0.1 2.1 0.7 0.0 0.1 0.0 0.8 2.3 0.1 0.0 0.1 0.0 0.1 2.3 0.8 0.0
0.0 1.7 0.6 0.0 0.1 0.0 0.0 1.6 0.7 0.0 0.1 0.0 0.1 1.8 0.4 0.0 0.1 0.0 0.1 1.8 0.4 0.0 0.1 0.0 0.0 1.7 0.4 0.0 0.1 0.0 0.1 1.8 0.4 0.0 0.1 0.0 0.1 1.8 0.4 0.0 0.1 0.0 0.0 1.8 0.7 0.0 0.1 0.0 0.1
2.1 0.7
0.1 0.0
Luminaire ScheduleSymbol Qty Label LLF Description Lum. Watts Lum. Lumens
35 A 0.900 0.01.SLE.A.N.100.1-V 7.5 93
341718 5678910111213141516 2
1.9 0.1 0.0 0.0
0.0 0.1 0.0 0.1 2.3 0.8 0.0 0.1 0.0 0.1 2.1 0.7 0.0 0.1 0.0 0.1 2.2 0.5 0.0 0.1 0.0 0.1 2.5 0.6 0.0 0.1 0.0 0.1 2.3 2.0 0.2 0.1 0.0 0.1 2.0 0.6 0.0 0.1 0.0 0.1 2.1 0.2 0.0 0.1 0.0 0.1 2.0 0.4 0.0
0.1 1.7 0.3 0.0 0.1 0.0 0.1 1.7 0.2 0.0 0.1 0.0 0.1 1.7 0.3 0.0 0.1 0.0 0.1 1.8 0.2 0.0 0.1 0.0 0.0 1.6 0.5 0.0 0.1 1.1 0.2 1.8 0.5 0.0 0.1 0.0 0.1 1.8 0.4 0.0 0.1 0.0 0.1 1.9 0.4 0.1 2.0 0.4 0.0
0.0 0.0
0.1
2.0
0.6
0.1
2.0
0.6
THIS
DO
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AN
D T
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SIG
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INC
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OF
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NA
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G E
NG
INEE
RS,
INC
.
DRAWING
JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIERDECK REPLACEMENT
NAPLES, FLORIDA
5621 Banner DriveFort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922E-MAIL: [email protected]
Engineering Certification # 5762Survey LB # 734
MPE JOB #: 2014-119
1
2
3
4
5
6
7
14167.00
09-24-14
Issued For CCCL Permit
1" = 20'-0"SLDLH
PARTIAL PLAN -PIER LIGHTINGPHOTOMETRICS
E4.1
525354555657585960616263646566676869
Luminaire ScheduleSymbol Qty Label LLF Description Lum. Watts Lum. Lumens
27 A 0.900 0.01.SLE.A.N.100.1-V 7.5 93
0.0 0.8 1.9 0.0 0.0 0.1 0.0 0.8 1.9 0.0 0.0 0.1 0.0 1.8 1.5 0.0 0.0 0.1 0.0 1.7 1.6 0.0 0.1 0.0 0.1 2.1 0.3 0.0 0.1 0.0 0.1 2.1 0.3 0.0 0.1 0.0 1.0 2.0 0.0 0.0
0.0 0.0 0.1 0.0 0.3 1.8 0.1 0.0 0.1 0.0 1.1 1.7 0.0 0.1 0.1 0.0 1.4 1.7 0.0 0.1 0.1 0.0 1.7 0.6 0.0 0.1 0.0 0.1 1.9 0.4 0.0 0.1 0.0 0.1 1.9 0.1 0.0 0.1 0.0 0.2
404142 35363739 3843444546474849505152
0.0 0.1 0.0 0.7 2.1 0.1 0.0 0.1 0.0 1.5 1.8 0.0 0.0 0.0 0.0 1.7 1.4 0.0 0.1 0.0 0.0 1.9 0.8 0.0 0.1 0.0 0.1 2.3 0.2 0.0 0.1 0.0 0.2 2.1 0.2 0.0 0.1 0.0 0.2 2.1 0.2 0.0
0.2 1.9 0.1 0.0 0.1 0.0 0.9 1.8 0.0 0.1 0.1 0.0 1.5 1.5 0.0 0.1 0.1 0.0 1.6 1.0 0.0 0.1 0.0 0.1 1.9 0.5 0.0 0.1 0.0 0.1 1.8 0.3 0.0 0.1 0.0 0.1 1.8 0.1 0.0 0.1 0.0 0.0
THIS
DO
CU
ME
NT,
AN
D T
HE
IDEA
S A
ND
DE
SIG
NS
INC
OR
PO
RAT
ED H
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N, I
S A
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STR
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OF
PR
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SSIO
NA
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RV
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AN
D IS
NO
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BE
US
ED, I
N W
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LE O
R IN
PAR
T, F
OR
AN
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PR
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WIT
HO
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THE
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OR
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N O
F TK
W C
ON
SU
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G E
NG
INEE
RS,
INC
.
DRAWING
JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:
DATEREV. NO. DESCRIPTION
SEAL
Consultants:
Sheet Title:
NAPLES PIERDECK REPLACEMENT
NAPLES, FLORIDA
5621 Banner DriveFort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922E-MAIL: [email protected]
Engineering Certification # 5762Survey LB # 734
MPE JOB #: 2014-119
1
2
3
4
5
6
7
14167.00
09-24-14
Issued For CCCL Permit
1" = 20'-0"SLDLH
PARTIAL PLAN -PIER LIGHTINGPHOTOMETRICS
E4.2