NAPLES PIER RESTORATION PROJECT - … RFPs... · shall be nelson headed anchors with fluxed ends or approved equal. deformed bar anchors (dba) shall be nelson, type d2l, or approved

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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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1

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JOIST SPLICE (TYP.)

P.T. 2x10 FRAMED

UTILITY TRENCH

P.T. 2x10x1'-0"

LONG POST

BLOCKING

P.T. 4x4

GUARDRAIL POST

6" DECK (TYP.)P.T. 2x10x 3'-0" LONG

JOIST SPLICE (TYP.)

1 3/4"7'-4 1/4"7'-6"7'-6"7'-6"7'-6"7'-0"8'-0"7'-6"7'-6"

7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6" 4'-10 1/4"

1 3/4"

2

S201

P.T. 2x4

X-BRIDGING

AT MID-SPAN

3

S201

5

S201

4

S201

6

S201

7

S201

9

S201

8

S201

4

S203

5

S203

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:


SEAL

Consultants:

Sheet Title:

NAPLES PIER

DECK REPLACEMENT

NAPLES, FLORIDA

14167.00

AS-NOTED

JTL

SEC

OCTOBER 22, 2014

5621 Banner Drive


TEL: 239.278.1992 • FAX: 239.278.0922



Survey LB # 734

Date:

Reg.# 62694


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

. 4

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1

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P.T. 4x10

P.T. 4x10

(2) EXIST. 14"x14"

10'-0" LONG CONC.

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.)


JOIST SPLICE (TYP.)

(2) NEW 14"x14"

10'-0" LONG CONC.

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"

12

'-9

1

/2

"4

'-0

"

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. 2x10

BLOCKING

P.T. 4x4

HANDRAIL

POST (TYP.)

1'-9" 2'-6" 1'-9"

2'-0

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"

P.T. 2x10 FRAMED

UTILITY TRENCH

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

S202

3

S202

4

S202

5

S202

2

S202

2

S201

3

S201

5

S201

10

S201

6

S201

7

S201

8

S201

4

S201

11

S201

7

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9

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DRAWING

JOB NO.:

SCALE:

CHECKED BY:

DRAWN BY:

ISSUED DATE:


SEAL

Consultants:

Sheet Title:

NAPLES PIER

DECK REPLACEMENT

NAPLES, FLORIDA

14167.00

AS-NOTED

JTL

SEC

OCTOBER 22, 2014

5621 Banner Drive


TEL: 239.278.1992 • FAX: 239.278.0922



Survey LB # 734

Date:

Reg.# 62694


Oct 22, 2014

NOT FOR

CONSTRUCTION

PARTIAL FRAMING

PLAN

S103

Scale: 1/4" = 1'-0"


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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1

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P.T

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P.T

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x1

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P.T. 4x10

P.T. 4x10

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


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:


SEAL

Consultants:

Sheet Title:

NAPLES PIER

DECK REPLACEMENT

NAPLES, FLORIDA

14167.00

AS-NOTED

JTL

SEC

OCTOBER 22, 2014

5621 Banner Drive


TEL: 239.278.1992 • FAX: 239.278.0922



Survey LB # 734

Date:

Reg.# 62694


Oct 22, 2014

NOT FOR

CONSTRUCTION

PARTIAL FRAMING

PLAN

S104

Scale: 1/4" = 1'-0"


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:


SEAL

Consultants:

Sheet Title:

NAPLES PIER

DECK REPLACEMENT

NAPLES, FLORIDA

14167.00

AS-NOTED

JTL

SEC

OCTOBER 22, 2014

5621 Banner Drive


TEL: 239.278.1992 • FAX: 239.278.0922



Survey LB # 734

Date:

Reg.# 62694


Oct 22, 2014

NOT FOR

CONSTRUCTION

PARTIAL FRAMING

PLAN

S105

Scale: 1/4" = 1'-0"


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


STEEL BRACKET W/

3

4

"

STAINLESS STEEL

THRU-BOLTS

5

16


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


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


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


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"



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:


SEAL

Consultants:

Sheet Title:

NAPLES PIER

DECK REPLACEMENT

NAPLES, FLORIDA

14167.00

AS-NOTED

JTL

SEC

OCTOBER 22, 2014

5621 Banner Drive


TEL: 239.278.1992 • FAX: 239.278.0922



Survey LB # 734

Date:

Reg.# 62694


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"


7

Scale: 3/4" = 1'-0"


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


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


THRU BOLT COUNTER

SINK BOLT HEAD.

(2) 2x6 COMPOSITE

STAIR TREADS

3

4


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:


SEAL

Consultants:

Sheet Title:

NAPLES PIER

DECK REPLACEMENT

NAPLES, FLORIDA

14167.00

AS-NOTED

JTL

SEC

OCTOBER 22, 2014

5621 Banner Drive


TEL: 239.278.1992 • FAX: 239.278.0922



Survey LB # 734

Date:

Reg.# 62694


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



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

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CHECKED BY:

DRAWN BY:

ISSUED DATE:


SEAL

Consultants:

Sheet Title:

NAPLES PIER

DECK REPLACEMENT

NAPLES, FLORIDA

14167.00

AS-NOTED

JTL

SEC

OCTOBER 22, 2014

5621 Banner Drive


TEL: 239.278.1992 • FAX: 239.278.0922



Survey LB # 734

Date:

Reg.# 62694


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"


3

Scale: 3/4" = 1'-0"


4

Scale: 3/4" = 1'-0"


5

Scale: 3/4" = 1'-0"


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"

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JOB NO.:SCALE:CHECKED BY:DRAWN BY:ISSUED DATE:


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

mailto:[email protected]

404142 333435363739 38434445464748495051525354555657585960616263646566676869

3

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417181920212223242526272829303132 5678910111213141516 2 1

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DRAWING



SEAL

Consultants:

Sheet Title:


NAPLES, FLORIDA




MPE JOB #: 2014-119

1

2

3

4

5

6

7

14167.00

09-24-14


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.

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DRAWING



SEAL

Consultants:

Sheet Title:


NAPLES, FLORIDA




MPE JOB #: 2014-119

1

2

3

4

5

6

7

14167.00

09-24-14


NONESLDLH

ELECTRICALLEGEND, NOTES& SCHEDULES

E0.1


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SEAL

Consultants:

Sheet Title:


NAPLES, FLORIDA




MPE JOB #: 2014-119

1

2

3

4

5

6

7

14167.00

09-24-14


NONESL

DLH

ELECTRICALSPECIFICATIONS

E0.2


3

A

B

C

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SEAL

Consultants:

Sheet Title:


NAPLES, FLORIDA




MPE JOB #: 2014-119

1

2

3

4

5

6

7

14167.00

09-24-14


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

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DRAWING



SEAL

Consultants:

Sheet Title:


NAPLES, FLORIDA




MPE JOB #: 2014-119

1

2

3

4

5

6

7

14167.00

09-24-14


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

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DRAWING



SEAL

Consultants:

Sheet Title:


NAPLES, FLORIDA




MPE JOB #: 2014-119

1

2

3

4

5

6

7

14167.00

09-24-14


1" = 20'-0"SLDLH

PARTIAL PLAN -PIER LIGHTINGPHOTOMETRICS

E4.2


Documents

NAPLES PIER RESTORATION PROJECT - … RFPs... · shall be nelson headed anchors with fluxed ends or approved equal. deformed bar anchors (dba) shall be nelson, type d2l, or approved