B08_Sol_140P5424R0017_Attach__0002-_Drawings_Pa-Hay-Okee.pdf

PDF 5 MB Posted Jul 15, 2024

Attached to: REPLACE PA-HAY-OKEE BOARDWALK AND PLATFORM
Solicitation number: 140P5424R0017
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · Jul 17, 2024

This document is a set of construction drawings for the replacement of the Pa-Hay-Okee boardwalk and platform in Everglades National Park. The project involves the demolition of the existing boardwalk, tower, and related infrastructure, as well as the construction of a new boardwalk and elevated observation platform.

The key details include:

Construction of approximately 3,500 linear feet of new elevated boardwalk with a mix of 5-foot, 9-foot, and 14-foot heights, supported by timber piles.
Construction of a new 15.6-foot elevated observation platform with steel deck framing and a standing seam metal roof.
Vehicular access, staging, and erosion control plans.
Detailed drawings for boardwalk sections, abutments, railings, decking, and structural connections.
Specifications for materials, design loads, and construction methods.
The solicitation number is 140P5424R0017, issued by the National Park Service Southeast Region.

View the file

Other files

File	Type	Posted
Sol_140P5424R0017_Amd_0001.pdf	PDF	Jul 17, 2024
B09_Sol_140P5424R0017_Amend__0001_Attach__0005-_Correction_Site_Visit_0001.pdf	PDF	Jul 17, 2024
B08_Sol_140P5424R0017__Attach__0004-Past_Performance_Questionnaire.docx	DOCX document	Jul 15, 2024
B08_Sol_140P5424R0017_Attach__003-WD_FL2024215.pdf	PDF	Jul 15, 2024
B08_Sol_140P5424R0017_Attach__0001-SOW_Pa-Hay-Okee.pdf	PDF	Jul 15, 2024
Sol_140P5424R0017.pdf	PDF	Jul 15, 2024

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LAND OUTSIDE PARK

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SCALE OF MILES

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SCALE OF KILOMETERS

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BARNES SOUND

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TO KEY WEST

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FLORIDA BAY

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CAPE SABLE

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WHITEWATER

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BAY

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ATLANTIC OCEAN

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VISITOR CENTER

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PUBLIC AIRPORTS

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SWAMP OR SLOUGH

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OBSERVATION TOWER

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RANGER STATION

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LEGEND

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PARK BOUNDARY

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COUNTY LINE

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WATER

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GULF OF MEXICO

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MICCOSUKEE INDIAN RESERVATION

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TAMIAMI

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CHEKIKA

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TO NAPLES

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THIS PROJECT

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THIS PROJECT

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LOOP ROAD

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MONROE COUNTY

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COLLIER COUNTY

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BIG CYPRESS

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NATIONAL

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PRESERVE

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TAMIAMI TRAIL

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MONROE COUNTY

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DADE COUNTY

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FLORIDA CITY

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HOMESTEAD

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MONROE CO.

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DADE CO.

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CARD SOUND ROAD

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FLORIDA'S TURNPIKE

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MIAMI

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NATIONAL

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PARK

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BISCAYNE

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EVERGLADES NATIONAL PARK

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WORLD HERITAGE SITE

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UNESCO

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STATE

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NATIONAL PARK SERVICE

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EVERGLADES NATIONAL PARK

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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REPLACE BOARDWALK AND PLATFORM

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PA-HAY-OKEE

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EVERGLADES NATIONAL PARK

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SOUTHEAST

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MIAMI-DADE

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FLORIDA

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CONSTRUCTION DRAWINGS

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INDEX

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SHEET NUMBER

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SUB-SHEET NUMBER

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SHEET TITLE

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COVER SHEET

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SITE ACCESS, STAGING, AND EROSION CONTROL

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SITE DEMOLISION AND VISTA CLEARING

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EXISTING BOARDWALK DEMOLISION

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EXISTING TOWER DEMOLISION

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PARKING AREA PLAN

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BOARDWALK LAYOUT

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BOARDWALK PROFILE

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BOARDWALK SECTIONS

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BOARDWALK DETAILS

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BOARDWALK ABUTMENT DETAILS

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PLATFORM PLAN

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ROOF AND DECK FRAMING PLAN

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STAIR PLAN AND DETAILS

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SECTIONS

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CONNECTION DETAILS

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1.3

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AutoCAD SHX Text CONSTRUCTION ACCESS ROAD MAX WIDTH 10' CONSTRUCT USING TIMBER MATTING LAID DOWN ON THE EXISTING GROUND.

AutoCAD SHX Text ACCESS FOR THE EAST BOARDWALK SHALL USE THE BOARDWALK ITSELF FOR CONSTRUCTION ACCESS.

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PARKING AREA TO BE CLOSED TO THE PUBLIC DURING CONSTRUCTION.

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SCALE OF FEET

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SCALE:

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BOARDWALK AREA

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SCALE B

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SCALE B

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EROSION CONTROL BARRIER

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EROSION CONTROL BARRIER

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CP#2

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CP#1

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CRANE SETUP AREA 40' BY 24'

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CONSTRUCTION LIMITS 5 FEET OFF EDGE OF TOWER.

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SCALE OF FEET

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SCALE:

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PLATFORM AREA

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SCALE A

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EROSION CONTROL BARRIER

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SCALE OF FEET

AutoCAD SHX Text INSTALL AGGREGATE BASE MATERIAL TO PROVIDE TURNAROUND. REMOVE AND RESTORE AREA AFTER CONSTRUCTION.

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CONSTRUCTION FENCING

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AREA CLOSED TO THE PUBLIC

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AREA TO REMAIN OPEN TO THE PUBLIC

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REMOVE PARKING STOPS BLOCKING TURNAROUND. REINSTALL AFTER CONSTRUCTION.

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SCALE:

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PARKING LOT AREA

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SCALE C

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SCALE C

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EROSION CONTROL BARRIER

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CYP

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CYPRESS TREE (SIZE AS SHOWN)

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COCOPALM

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POND APPLE

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PALM TREE SIZE (AS SHOWN)

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LEGEND

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CONCRETE PILE FOOTING

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WOOD PILE

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EXISTING SPOT ELEVATION

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DRAWN:

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W H SHELLEY

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WHS

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NPS

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PA-HAY-OKEE

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EVERGLADES NATIONAL PARK

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SITE ACCESS, STAGING, AND EROSION CONTROL

AutoCAD SHX Text NOTES: 1) INSTALL EROSION CONTROL BARRIERS BEFORE INSTALL EROSION CONTROL BARRIERS BEFORE ANY GROUND DISTURBING WORK IS DONE.

AutoCAD SHX Text SEASONAL LOW WATER LEVEL APRIL TO MAY 0.4 TO 1.4 FEET APRIL TO MAY 0.4 TO 1.4 FEET 0.4 TO 1.4 FEET SEASONAL HIGH WATER LEVEL SEPT TO OCTOBER 1.7 TO 2.6 FEETSEPT TO OCTOBER 1.7 TO 2.6 FEET1.7 TO 2.6 FEET

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HISTORIC WATER LEVEL DATA

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SURVEY CONTROL POINTS

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NAME

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DESCRIPTION

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NORTHING (FT)

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EASTING (FT)

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ELEVATION (NAVD-88)

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CP#1

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NAIL W/SHINER

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AutoCAD SHX Text 727,642.03

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CP#2

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NAIL W/SHINER

AutoCAD SHX Text 402,545.17

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2.92

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DEMOLISH EXISTING ASPHALT PAVEMENT

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DEMOLISH BOARDWALK SEE SHEET D2

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DEMOLISH TOWER SEE SHEET D3

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DEMOLISH EXISTING CONCRETE PAVEMENT AND BOARDWALK ABUTMENT

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DEMOLISH EXISTING CONCRETE BOARDWALK ABUTMENT

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REMOVE AND SALVAGE SIGNS

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REMOVE ACCESSIBLE PARKING SIGNS

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REMOVE AND SALVAGE CONCRETE PARKING STOPS

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SCALE OF FEET

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REMOVE AND SALVAGE RAILING SIGN "WILD PLACES"

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REMOVE AND SALVAGE RAILING SIGN (SAW GRASS)

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REMOVE AND SALVAGE RAILING SIGN "MAGNOLIA"

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REMOVE AND SALVAGE RAILING SIGN "CYPRESS"

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SCALE A

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DEMOLISH BOARDWALK SEE SHEET D2

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CLEAR VEGETATION IN THIS ZONE TO A MAX HEIGHT OF 8'

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SCALE OF FEET

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CYP

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LEGEND

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ASPHALT PAVEMENT TO REMOVE

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BOARDWALK TO REMOVE

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PLATFORM STRUCTURE TO REMOVE

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VISTA CLEARING AREA

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SHEET

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DRAWN:

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W H SHELLEY

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WHS

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NPS

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PA-HAY-OKEE

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EVERGLADES NATIONAL PARK

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SITE DEMOLISION AND VISTA CLEARING

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DEMOLITION PLAN

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VISTA CLEARING PLAN

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VEGETATION TRIMMING AND VISTA CLEARING NOTES: 1. LIMIT VEGETATION TRIMMING FOR CONSTRUCTION ACCESS TO LIMIT VEGETATION TRIMMING FOR CONSTRUCTION ACCESS TO TWO FEET OUTSIDE THE CONSTRUCTION FOOTPRINT. 2. COORDINATE VEGETATION TO BE CLEARED WITH THE COORDINATE VEGETATION TO BE CLEARED WITH THE CONTRACTING OFFICER. 3. THINNING CUTS (CUTTING BACK TO THE BRANCH ORIGIN) WILL THINNING CUTS (CUTTING BACK TO THE BRANCH ORIGIN) WILL BE MADE TO REMOVE BRANCHES WITHIN THE CLEARING LIMITS. 4. SINGLE TRUNK TREES WITHIN THE CLEARING LIMITS WILL BE SINGLE TRUNK TREES WITHIN THE CLEARING LIMITS WILL BE CUT OFF AT GROUND LEVEL. 5. IN THE VISTA CLEARING AREA, THE NUMBER OF BRANCHES IN THE VISTA CLEARING AREA, THE NUMBER OF BRANCHES AND/OR TRUNKS EXCEEDING 4 INCHES IN DIAMETER WILL NOT EXCEED 20.

6X6 TREATED TIMBER POSTS

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18" CONCRETE FOOTING.DEPTH UNKNOWN.

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2X6 COMPOSITE WOOD DECKING

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PILE BENTS SPACED 12' APART

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TREATED LUMBER FRAMING

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RAILING WITH 4X4 POSTS COMPOSITE LUMBER CAP AND RAILS

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X-BRACING ON TALLER SECTIONS

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CONCRETE FOOTERS. DEPTH UNKNOWN.

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4X4 TREATED POSTS

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TREATED WOOD FRAMING

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COMPOSITE DECK

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PILE BENTS SPACED 6' FEET APART

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SCALE:

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EXISTING WEST BOARDWALK

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NO SCALE

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EXISTING EAST BOARDWALK

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AutoCAD SHX Text BOARDWALK DEMOLITION NOTES: 1. REMOVE STRUCTURE IN ITS ENTIRETY. REMOVE STRUCTURE IN ITS ENTIRETY. 2. REMOVE CONCRETE FOOTERS IF POSSIBLE, OTHERWISE REMOVE CONCRETE FOOTERS IF POSSIBLE, OTHERWISE BRAKE OFF TO 6" INCHES BELOW GRADE AND COVER WITH ADJACENT SOIL. 3. TIMBER PILES WITHOUT CONCRETE FOOTERS SHALL BE TIMBER PILES WITHOUT CONCRETE FOOTERS SHALL BE PULLED IF POSSIBLE. OVER WISE BREAK OFF TO 2' BELOW GRADE AND BACKFILL WITH ADJACENT NATIVE SOIL.

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WATER LEVEL VARIES

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DATE:

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SUB SHEET NO.

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SHEET

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W H SHELLEY

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WHS

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PA-HAY-OKEE

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EVERGLADES NATIONAL PARK

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EAST BOARDWALK

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UNDERSIDE OF

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TRAIL DEMOLITION

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TRAIL DEMOLITION

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5X10 I-BEAM

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CORRUGATED ROOF AT 2% SLOPE

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COMPOSITE WOOD DECK

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2-FOOT DIAMETER CONCRETE FOOTINGS (DEPTH UNKNOWN)

AutoCAD SHX Text TOWER DEMOLITION NOTES: 1. REMOVE TOWER STRUCTURE IN ITS ENTIRETY. REMOVE TOWER STRUCTURE IN ITS ENTIRETY. 2. REMOVE CONCRETE FOOTERS IF POSSIBLE, OTHERWISE BRAKE OFF TO 6 INCHES BELOW REMOVE CONCRETE FOOTERS IF POSSIBLE, OTHERWISE BRAKE OFF TO 6 INCHES BELOW GRADE AND COVER WITH ADJACENT SOIL. 3. TIMBER PILES WITHOUT CONCRETE FOOTERS SHALL BE PULLED IF POSSIBLE. OTHERWISE TIMBER PILES WITHOUT CONCRETE FOOTERS SHALL BE PULLED IF POSSIBLE. OTHERWISE BREAK OFF TO 2' BELOW GRADE AND BACKFILL WITH ADJACENT NATIVE SOIL. 4. REMOVE AND SALVAGE ALL INTERPRETIVE SIGNS.REMOVE AND SALVAGE ALL INTERPRETIVE SIGNS.

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WATER LEVEL VARIES

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DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text D3

EXISTING TOWER DEMOLISION

3.02

AutoCAD SHX Text 2.9

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.6

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.0

AutoCAD SHX Text 2.3

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.1

AutoCAD SHX Text 2.8

AutoCAD SHX Text 2.9

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.8

AutoCAD SHX Text 2.92

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.5

AutoCAD SHX Text 4.1

AutoCAD SHX Text 2.0

AutoCAD SHX Text 2.3

AutoCAD SHX Text 2.6

AutoCAD SHX Text 4.2

AutoCAD SHX Text 2.2

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SIGN TABLE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ACCESSIBLE PARKING SIGN

AutoCAD SHX Text

ACCESSIBLE VAN PARKING SIGN

AutoCAD SHX Text

ACCESSIBLE ROUTE SIGN

AutoCAD SHX Text

REINSTALL SALVAGED INTERPRETIVE SIGN

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.1(+/-)

AutoCAD SHX Text 4.4

AutoCAD SHX Text 3.6

AutoCAD SHX Text 4.5

AutoCAD SHX Text -5%

AutoCAD SHX Text 4.1

AutoCAD SHX Text -2%

AutoCAD SHX Text -5%

AutoCAD SHX Text -2%

AutoCAD SHX Text

CENTERLINE OF EXISTING ISLAND

AutoCAD SHX Text

EDGE OF EXISTING PAVEMENT

AutoCAD SHX Text -5%

AutoCAD SHX Text -2%

AutoCAD SHX Text

CONCRETE PARKING STOPS

AutoCAD SHX Text

PAVEMENT STRIPING

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text

STA 1+56.92 MATCH EXISTING 3.1+/-

AutoCAD SHX Text

STA 0+00 MATCH EXISTING 3.1+/-

AutoCAD SHX Text

STA 0+50 ELEV 4.10'

AutoCAD SHX Text

STA 1+10 ELEV 4.10'

AutoCAD SHX Text

STA 0+80 ELEV 4.40'

AutoCAD SHX Text

STA 0+30 ELEV 3.6

AutoCAD SHX Text 0'

AutoCAD SHX Text 5'

AutoCAD SHX Text 2%

AutoCAD SHX Text 1%

AutoCAD SHX Text -1%

AutoCAD SHX Text -2%

AutoCAD SHX Text

CYP

AutoCAD SHX Text

CYPRESS TREE (SIZE AS SHOWN)

AutoCAD SHX Text

COCOPALM

AutoCAD SHX Text

POND APPLE

AutoCAD SHX Text

PALM TREE SIZE (AS SHOWN)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

CONCRETE PILE FOOTING

AutoCAD SHX Text

WOOD PILE

AutoCAD SHX Text 1.4

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text 4.1

AutoCAD SHX Text

PROPOSED SPOT ELEVATION

AutoCAD SHX Text

NEW ASPHALT PAVEMENT

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text C1

AutoCAD SHX Text

PARKING AREA PLAN

AutoCAD SHX Text ASPHALT PAVEMENT SECTIONS FOR ROADWAY AND PARKING LOT PAVEMENT 3" ASPHALT PAVEMENT OVER 6" AGGREGATE BASE FOR WALKWAY PAVEMENT: 2" ASPHALT PAVEMENT OVER 4" AGGREGATE BASE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ROADWAY CENTERLINE PROFILE

AS SHOWN

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.2

AutoCAD SHX Text 4"C

AutoCAD SHX Text

AutoCAD SHX Text 4"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text 8"C

AutoCAD SHX Text 4"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text 4"C

AutoCAD SHX Text

4"CYP

AutoCAD SHX Text

AutoCAD SHX Text 2"C

AutoCAD SHX Text 1"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text 1"C

AutoCAD SHX Text

AutoCAD SHX Text 1"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text 3"C

AutoCAD SHX Text 1"C

AutoCAD SHX Text 3"C

AutoCAD SHX Text 1"C

AutoCAD SHX Text 4"C

AutoCAD SHX Text 3"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text 1"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text

AutoCAD SHX Text 2"C

AutoCAD SHX Text 3"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text 4"C

AutoCAD SHX Text 6"C

AutoCAD SHX Text 3"C

AutoCAD SHX Text 2"C

AutoCAD SHX Text 4"C

AutoCAD SHX Text

AutoCAD SHX Text 2"C

AutoCAD SHX Text 4"C

AutoCAD SHX Text 1.0

AutoCAD SHX Text 2.3

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.1

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.6

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.0

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.8

AutoCAD SHX Text 3.7

AutoCAD SHX Text 3.2

AutoCAD SHX Text 2.6

AutoCAD SHX Text 2.8

AutoCAD SHX Text

STA 0+42.10 START EAST BOARDWALK

AutoCAD SHX Text

STA 0+70.09 PI

AutoCAD SHX Text

STA 1+85.68 PI

AutoCAD SHX Text

STA 3+42.34 PI

AutoCAD SHX Text

STA 3+84.54 PI MEET BOARDWALK AT TOWER

AutoCAD SHX Text

STA 7+58.51 START WEST BOARDWALK

AutoCAD SHX Text

STA 4+49.39 MEET TOWER STRUCTURE

AutoCAD SHX Text

STA 5+28.40 PI

AutoCAD SHX Text

STA 5+90.41 PI

AutoCAD SHX Text

STA 6+98.08 PI

AutoCAD SHX Text

STA 4+69.07 PI

AutoCAD SHX Text A

AutoCAD SHX Text C4

AutoCAD SHX Text A

AutoCAD SHX Text C4

AutoCAD SHX Text B

AutoCAD SHX Text C4

AutoCAD SHX Text C

AutoCAD SHX Text C4

AutoCAD SHX Text

TRAIL SECTION DETAILS

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

STATION

AutoCAD SHX Text

TRAIL SECTION DETAIL

AutoCAD SHX Text

EAST TRAIL

AutoCAD SHX Text

ENTIRE LENGTH

AutoCAD SHX Text A

AutoCAD SHX Text

WEST TRAIL

AutoCAD SHX Text

4+49.39 TO 5.90.41

AutoCAD SHX Text C

AutoCAD SHX Text

WEST TRAIL

AutoCAD SHX Text

5+90.41 TO 6.98.08

AutoCAD SHX Text B

AutoCAD SHX Text

WEST TRAIL

AutoCAD SHX Text

6+98.08 TO 7+58.51

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text CP#1 NAIL AND SHINER IN ASPHALT START STA 0+00.00 END STATION 8+62.83 NORTHING=402,506.28 EASTING=727,642.03 ELEV=3.02'

AutoCAD SHX Text CP#2 NAIL AND SHINER IN ASPHALT STA 7+68.68 NORTHING=402,545.17 EASTING=727,556.29 ELEV=2.92'

AutoCAD SHX Text D

AutoCAD SHX Text E1

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text R

AutoCAD SHX Text H1

AutoCAD SHX Text

SURVEY LINE LAYOUT

AutoCAD SHX Text

STARTING STATION

AutoCAD SHX Text 0+00.00

AutoCAD SHX Text 0+70.09

AutoCAD SHX Text 1+85.68

AutoCAD SHX Text 3+42.34

AutoCAD SHX Text 3+84.54

AutoCAD SHX Text 3+94.56

AutoCAD SHX Text 4+12.06

AutoCAD SHX Text 4+49.39

AutoCAD SHX Text 4+69.07

AutoCAD SHX Text 5+28.40

AutoCAD SHX Text 5+90.41

AutoCAD SHX Text 6+98.08

AutoCAD SHX Text 7+68.68

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 70.09

AutoCAD SHX Text 115.59

AutoCAD SHX Text 156.66

AutoCAD SHX Text 42.20

AutoCAD SHX Text 10.02

AutoCAD SHX Text 17.50

AutoCAD SHX Text 37.33

AutoCAD SHX Text 19.67

AutoCAD SHX Text 59.34

AutoCAD SHX Text 62.00

AutoCAD SHX Text 107.67

AutoCAD SHX Text 70.61

AutoCAD SHX Text 94.14

AutoCAD SHX Text

DIRECTION

AutoCAD SHX Text N17° 01' 00"E

AutoCAD SHX Text N10° 09' 29"W

AutoCAD SHX Text N41° 06' 03"W

AutoCAD SHX Text S84° 49' 48"W

AutoCAD SHX Text N51° 27' 07"W

AutoCAD SHX Text S38° 32' 53"W

AutoCAD SHX Text N51° 27' 07"W

AutoCAD SHX Text S38° 32' 53"W

AutoCAD SHX Text S24° 54' 53"E

AutoCAD SHX Text S08° 19' 36"W

AutoCAD SHX Text S27° 29' 50"E

AutoCAD SHX Text S49° 25' 00"E

AutoCAD SHX Text S65° 36' 14"E

AutoCAD SHX Text

SEE BOARDWALK PROFILE SHEET C3

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text C2

BOARDWALK LAYOUT

0+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text -4.2%%%

AutoCAD SHX Text

STA 0+42.10 ELEV=3.50' START EAST BOARDWALK

AutoCAD SHX Text

STA 0+70.90 ELEV=4.50

AutoCAD SHX Text

STA 1+85.68 ELEV=4.50'

AutoCAD SHX Text

STA 3+42.34 ELEV=4.50

AutoCAD SHX Text

STA 3+84.54 ELEV=6.26'

AutoCAD SHX Text

STA 4+49.39 ELEV=15.60' MEET TOWER

AutoCAD SHX Text

STA 4+69.07 ELEV=14.89

AutoCAD SHX Text

STA 5+28.40 ELEV=12.63

AutoCAD SHX Text

STA 5+90.41 ELEV=10.25

AutoCAD SHX Text

STA 6+98.08 ELEV=5.94

AutoCAD SHX Text

STA 7+58.51 ELEV=3.50 END WEST BOARDWALK

AutoCAD SHX Text 0'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

EAST BOARDWALK PROFILE

AutoCAD SHX Text

WEST BOARDWALK PROFILE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text C3

BOARDWALK PROFILE

SCALE:

AutoCAD SHX Text

BOARDWALK UP TO 14' HIGH

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C

AutoCAD SHX Text C4

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BOARDWALK UP TO 9' HIGH

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BOARDWALK UP TO 5' HEIGHT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text C4

AutoCAD SHX Text B

AutoCAD SHX Text C4

AutoCAD SHX Text

12" TIMBER PILES

AutoCAD SHX Text

10" TIMBER PILES

AutoCAD SHX Text

8" TIMBER PILES

AutoCAD SHX Text

2X6 CROSS BRACING

AutoCAD SHX Text

SEE DETAIL D, THIS SHEET FOR DETAILS COMMON TO ALL BOARDWALK SECTIONS

AutoCAD SHX Text

WATER LEVEL VARIES

AutoCAD SHX Text

WATER LEVEL VARIES

AutoCAD SHX Text

WATER LEVEL VARIES

AutoCAD SHX Text

34" BOLT

AutoCAD SHX Text

PILE WRAP. INSTALL FROM MUD LINE T0 1' ABOVE HIGH WATER.

AutoCAD SHX Text

PILE WRAP. INSTALL FROM MUD LINE T0 1' ABOVE HIGH WATER.

AutoCAD SHX Text

PILE WRAP. INSTALL FROM MUD LINE T0 1' ABOVE HIGH WATER.

AutoCAD SHX Text

3X12 PILE CAP. ONE BOARD EACH SIDE OF PILE.

AutoCAD SHX Text

3X12 STRINGERS @ 16" OC

AutoCAD SHX Text

2X6 COMPOSITE DECKING

AutoCAD SHX Text 2X8 COMPOSITE RAIL CAP. ATTACH TO POST WITH 3 " DECK SCREWS AND DECK 12" DECK SCREWS AND DECK SCREWS INTO WOOD RAIL AT 18" OC

AutoCAD SHX Text

4X4 WOOD RAIL POSTS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BOARDWALK COMMON SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text D

AutoCAD SHX Text C4

AutoCAD SHX Text

2X4 WOOD RAIL. RIP EDGE TO MATCH SLOPE OF RAIL CAP.

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LINE

AutoCAD SHX Text

CONNECT PILE CAP TO PILE WITH THREE " BOLTS.34" BOLTS.

AutoCAD SHX Text

CONNECT ALL STRINGERS TO THE PILE CAP WITH SIMPSON STRONG-TIE H2.5A STRAPS

AutoCAD SHX Text

2X4 WOOD RAIL. ATTACHED TO EACH POST WITH TWO 3 " DECK SCREWS 12" DECK SCREWS

AutoCAD SHX Text

TWO " BOLTS EACH 12" BOLTS EACHRAIL POST TO DECK CONNECTION

AutoCAD SHX Text

TIMBER PILE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text C4

BOARDWALK SECTIONS

TAPER DECK PLANKS TO FIT BEND. MINIMUM PLANK WIDTH AT NARROW END IS 2-1/4".

AutoCAD SHX Text

2X12 BLOCKING. ALTERNATE ON EACH SIDE OF BENT.

AutoCAD SHX Text CONNECT BUTT ENDS OF STRINGERS WITH SIMPSON STRONG-TIE HTP37Z STRAP. TYPICAL ALL BUTT ENDS.

AutoCAD SHX Text

SURVEY LINE POINT OF INTERSECTION

AutoCAD SHX Text

SURVEY LINE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BOARDWALK FRAMING

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BOARDWALK DECKING

AutoCAD SHX Text

AND RAILING LAYOUT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

ALIGN INSIDE RAILING POSTS WITH OUTSIDE EXCEPT AT BENDS

AutoCAD SHX Text

2X12 BLOCKING. ALTERNATE ON EACH SIDE OF BENT.

AutoCAD SHX Text

WOOD PILE

AutoCAD SHX Text

3X12 STRINGERS AT 16"OC MAX

AutoCAD SHX Text

2X6 DECKING

AutoCAD SHX Text

SURVEY LINE POINT OF INTERSECTION

AutoCAD SHX Text

2X12 BLOCKING ADJACENT TO EACH MID-SPAN RAIL POST

AutoCAD SHX Text

SURVEY LINE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text C5

BOARDWALK DETAILS

AutoCAD SHX Text

BOARDWALK ABUTMENT PLAN

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text C6

AutoCAD SHX Text B

AutoCAD SHX Text C6

AutoCAD SHX Text C

AutoCAD SHX Text C6

AutoCAD SHX Text

SURVEY LINE STA 0+42.10 FOR EAST BOARDWALK STA 7+58.51 FOR WEST BOARDWALK

AutoCAD SHX Text

SURVEY LINE

AutoCAD SHX Text

#4 AT 12" OC

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text B

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C

AutoCAD SHX Text C6

AutoCAD SHX Text

ELEVATION SHOWN ON BOARDWALK PROFILE

AutoCAD SHX Text

ASPHALT PAVEMENT SEE SHEET C1

AutoCAD SHX Text

#4 AT 12" OC

AutoCAD SHX Text

BLOCKING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text C6

BOARDWALK ABUTMENT DETAILS

STEEL DECK BEAMS

AutoCAD SHX Text

ROOF COLUMNS

AutoCAD SHX Text

ROOF LINE ABOVE

AutoCAD SHX Text

ELEVATION=0'

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

PLATFORM DECK ELEV=15.60'

AutoCAD SHX Text

BOARDWALK ELEV=6.26'

AutoCAD SHX Text E1

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text

LANDING ELEV=10.35'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FRONT ELEVATION

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLAN

AutoCAD SHX Text A

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE A

AutoCAD SHX Text

12" CABLE BRACING

AutoCAD SHX Text

START AND END CABLE RAILING AT CORNERS

AutoCAD SHX Text

STA 4+49.39 START WEST BOARDWALK

AutoCAD SHX Text

STA 3+84.54 END EAST BOARDWALK

AutoCAD SHX Text

STEEL DECK GIRDER

AutoCAD SHX Text

STEEL DECK COLUMN

AutoCAD SHX Text

CONCRETE PILE CAP SEE DETAIL A, SHEET S2

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

WATER LEVEL VARIES

AutoCAD SHX Text

WOOD JOISTS 3X10 @ 16" OC

AutoCAD SHX Text

STANDING SEAM METAL ROOF

AutoCAD SHX Text

STEEL DECK BEAMS

AutoCAD SHX Text

CABLE RAILING SEE DETAILS F AND G, SHEET S4

AutoCAD SHX Text

FINISHED DECK ELEVATION=15.60'

AutoCAD SHX Text

GROUND SURFACE ELEVATION VARIES FROM 1.2' TO 2.4'

AutoCAD SHX Text

BOTTOM OF PILE ELEVATION=-11.5'

AutoCAD SHX Text 1:10

AutoCAD SHX Text

2X6 COMPOSITE WOOD DECKING

AutoCAD SHX Text

STEEL DECK GIRDER

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SIDE ELEVATION

AutoCAD SHX Text B

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE B

AutoCAD SHX Text

STEEL DECK COLUMN

AutoCAD SHX Text

TOP OF PILE CAP ELEVATION=5.0'

AutoCAD SHX Text

CONCRETE PILE CAP

AutoCAD SHX Text

WOOD RAILING SEE DETAIL D, SHEET C4

AutoCAD SHX Text

SQUARE PRE-STRESSED CONCRETE PILE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text S1

AutoCAD SHX Text

PLATFORM PLAN

STRUCTURAL DESIGN INFORMATION LIVE LOADS: DECK=100 PSF DECK=100 PSF ROOF=20 PSF WIND LOADING: ULTIMATE WIND SPEED= 170 MPH EXPOSURE CATEGORY D SNOW LOAD= 0 PSF SEISMIC PERFORMANCE CATEGORY: A DESIGN SOIL LOAD-BEARING VALUES: VERTICAL= 4,000 PSF VERTICAL= 4,000 PSF 4,000 PSF LATERAL= 400 PSF/FT400 PSF/FT

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text R

AutoCAD SHX Text H1

AutoCAD SHX Text A

AutoCAD SHX Text

W10X88 STEEL BEAM

AutoCAD SHX Text

DECK OUTLINE ABOVE

AutoCAD SHX Text

W10X88 STEEL COLUMN BELOW

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

W6X16 ROOF BEAMS AT 36" OC

AutoCAD SHX Text

W6X25 ROOF GIRDER

AutoCAD SHX Text

6X6X TUBE STEEL38 TUBE STEEL

AutoCAD SHX Text B

AutoCAD SHX Text

W10X88 DECK GIRDER

AutoCAD SHX Text

3X10 @16"OC

AutoCAD SHX Text

DECK FRAMING SHOWN. PILES AND PILE CAPS NOT SHOWN FOR CLARITY

AutoCAD SHX Text

STEEL BEAMS, PILES AND PILE CAPS SHOWN

AutoCAD SHX Text

NOTCH 3X12 BOARDWALK STRINGERS TO FIT OVER STEEL BEAM.

AutoCAD SHX Text

CONTINUE ON STAIR PLAN SEE SHEET S3

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S4

AutoCAD SHX Text S2

AutoCAD SHX Text E

AutoCAD SHX Text S4

AutoCAD SHX Text S2

AutoCAD SHX Text A

AutoCAD SHX Text S4

AutoCAD SHX Text S2

AutoCAD SHX Text B

AutoCAD SHX Text S4

AutoCAD SHX Text S2

AutoCAD SHX Text C

AutoCAD SHX Text S4

AutoCAD SHX Text S2

AutoCAD SHX Text

WOOD NAILERS SHOWN.

AutoCAD SHX Text

ROOF STEEL BEAMS, GIRDERS AND COLUMNS SHOWN

AutoCAD SHX Text

ROOF BEAM TO ROOF GIRDER CONNECTION SEE DETAIL A, SHEET S5

AutoCAD SHX Text

ROOF GIRDER TO ROOF COLUMN CONNECTION SEE DETAIL B, SHEET S5

AutoCAD SHX Text

2X6 NAILERS LAID FLAT AT 24" OC

AutoCAD SHX Text

SCALE:

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DECK FRAMING

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE:

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ROOF FRAMING

AutoCAD SHX Text A

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE A

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SPLICE STRINGERS SEE DETAIL G, SHEET S5

AutoCAD SHX Text

2X10 BLOCKING (2 ROWS)

AutoCAD SHX Text

PILE CAP

AutoCAD SHX Text

PILE CAP

AutoCAD SHX Text

ROOF COLUMN TO DECK BEAM CONNECTION SEE DETAIL C, SHEET S5

AutoCAD SHX Text

DECK BEAM TO DECK GIRDER CONNECTION SEE DETAIL E, SHEET S5

AutoCAD SHX Text

DECK GIRDER TO DECK COLUMN CONNECTION SEE DETAIL D, SHEET S5

AutoCAD SHX Text

WOOD JOIST TO DECK BEAM CONNECTION SEE DETAIL F, SHEET S5

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SCALE:

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PILE CAP AND

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COLUMN CONNECTION

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NO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text S2

AutoCAD SHX Text

ELEVATION 5.0'

AutoCAD SHX Text W10X88

AutoCAD SHX Text

18"X18"X " STEEL PLATE34" STEEL PLATE

AutoCAD SHX Text

WATER LEVEL VARIES SEASONALLY

AutoCAD SHX Text

30" DIAMETER CONCRETE PILE CAP

AutoCAD SHX Text

#4 @ 8" OC

AutoCAD SHX Text

#4 REBAR MAT. 8"OC BOTH WAYS

AutoCAD SHX Text

GROUT SLEEVES

AutoCAD SHX Text

GROUT

AutoCAD SHX Text 1/2"

AutoCAD SHX Text W10X88

AutoCAD SHX Text

1" X 18" ANCHOR BOLTS

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PLAN

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

12"X12" CONCRETE PILE

AutoCAD SHX Text

CHIP AWAY TOP OF PILE AND EXPOSE 12" OF PILE REBAR

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS NO.

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DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text S2

ROOF AND DECK FRAMING PLAN

AutoCAD SHX Text

CENTERLINE 6' WIDE STAIR

AutoCAD SHX Text

CENTERLINE 6' WIDE STAIR

AutoCAD SHX Text

BOARDWALK STATION 3+84.34

AutoCAD SHX Text

TOP OF STAIR

AutoCAD SHX Text

BOTTOM OF STAIR

AutoCAD SHX Text

TOP OF STAIR

AutoCAD SHX Text

BOTTOM OF STAIR

AutoCAD SHX Text E1

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text S3

AutoCAD SHX Text B

AutoCAD SHX Text S3

AutoCAD SHX Text

CONTINUE ON DECK FRAMING PLAN SEE SHEET S2

AutoCAD SHX Text

3X12 STAIR STRINGER

AutoCAD SHX Text

3X10 PLATFORM DECK JOISTS

AutoCAD SHX Text

FOR INNER STRINGERS OVERLAP AND CONNECT WITH FIVE " BOLTS12" BOLTS

AutoCAD SHX Text FOR OUTER STRINGERS, BUTT TOGETHER AND ADD 2X6 WOOD PLATE ON INSIDE WITH FIVE " 12" BOLTS IN EACH STRINGER

AutoCAD SHX Text

3X12 PILE CAP

AutoCAD SHX Text

4X4 WITH CORNER BEVELED FOR STAIR STRINGERS TO REST ON.

AutoCAD SHX Text CONNECT STAIR JOIST TO PLATFORM JOIST WITH SIMPSON STRONG-TIE U310 JOIST HANGERS.

AutoCAD SHX Text

SCALE:

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SECTION

AutoCAD SHX Text A

AutoCAD SHX Text S3

AutoCAD SHX Text

SCALE:

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SECTION

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text S3

AutoCAD SHX Text

8" TIMBER PILE

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10" TIMBER PILES

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10" TIMBER PILES

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

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DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text S3

STAIR PLAN AND DETAILS

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SCALE:

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SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

DECK BEAM

AutoCAD SHX Text

3X12 BOARDWALK STRINGERS

AutoCAD SHX Text

3X10 DECK STRINGERS

AutoCAD SHX Text

2X8X24" SPLICE PLATE

AutoCAD SHX Text

NOTCH BOARDWALK STRINGERS TO FIT ONTO BEAM

AutoCAD SHX Text

1/2"° BOLTS SIX EACHSIDE OF SPLICE

AutoCAD SHX Text

W10X88 COLUMN

AutoCAD SHX Text

W10X88 DECK GIRDER

AutoCAD SHX Text

3X10 STRINGERS

AutoCAD SHX Text

6X6 TUBE STEEL ROOF COLUMN

AutoCAD SHX Text S2

AutoCAD SHX Text S4

AutoCAD SHX Text C

AutoCAD SHX Text S2

AutoCAD SHX Text S4

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION

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NO SCALE

AutoCAD SHX Text S2

AutoCAD SHX Text S4

AutoCAD SHX Text B

AutoCAD SHX Text

6X6 TUBE STEEL ROOF COLUMN

AutoCAD SHX Text

3X10 STRINGERS

AutoCAD SHX Text

W10X88 DECK BEAM

AutoCAD SHX Text

DECKING

AutoCAD SHX Text

DECKING

AutoCAD SHX Text

W10X88 COLUMN

AutoCAD SHX Text

W10X88 DECK GIRDER

AutoCAD SHX Text

W10X88 DECK BEAM

AutoCAD SHX Text

COMPOSITE LUMBER FASCIA

AutoCAD SHX Text

WOOD BLOCKING BEVELED TO CORRECT SHAPE

AutoCAD SHX Text ATTACHED BLOCKING WITH " SCREWS 14" SCREWSAT 16" OC. ALTERNATE PREDRILLED HOLES HIGH AND LOW IN ROOF BEAM WEB.

AutoCAD SHX Text

34 T AND G PLYWOOD

AutoCAD SHX Text

RIDGE CAP

AutoCAD SHX Text

58" T AND G PLYWOOD

AutoCAD SHX Text

ATTACH STEEL BEAMS TO 2X6 NAILER WITH " BOLTS AT EACH 516" BOLTS AT EACHCROSSING

AutoCAD SHX Text

58" T AND G PLYWOOD

AutoCAD SHX Text

34 T AND G PLYWOOD

AutoCAD SHX Text

COMPOSITE LUMBER FASCIA

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text S2

AutoCAD SHX Text S4

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text S2

AutoCAD SHX Text S4

AutoCAD SHX Text E

AutoCAD SHX Text

STANDING SEAM METAL ROOF

AutoCAD SHX Text

2X6 NAILERS

AutoCAD SHX Text NOTES: ROOF BEAMS ARE TO BE PREDRILLED PRIOR TO GALVANIZING FOR FIELD ATTACHMENT OF BLOCKING AND NAILERS SHOWN. ATTACHED PLYWOOD DECKING AND CEILING TO 2X6 NAILERS WITH 8D RIDGED NAILS AT 6" OC ALONG EDGES.

AutoCAD SHX Text

ROOF BEAM.

AutoCAD SHX Text

2X6 NAILERS

AutoCAD SHX Text

UNDERLAYMENT

AutoCAD SHX Text

2X6 NAILERS

AutoCAD SHX Text

2X6 NAILERS

AutoCAD SHX Text

STANDING SEAM METAL ROOF

AutoCAD SHX Text

EDGE CAP

AutoCAD SHX Text

UNDERLAYMENT

AutoCAD SHX Text ATTACH STEEL BEAMS TO 2X6 NAILERS WITH " BOLTS AT EACH 516" BOLTS AT EACHCROSSING

AutoCAD SHX Text

PAINT PLYWOOD CEILING

AutoCAD SHX Text

PAINT PLYWOOD CEILING

AutoCAD SHX Text

2X6 COMPOSITE DECKING

AutoCAD SHX Text 2x8 COMPOSITE RAIL CAP

AutoCAD SHX Text

CABLE WITH CABLE SLEEVES AT ALL POSTS

AutoCAD SHX Text

3 " DECK SCREWS AT 12" DECK SCREWS AT EVERY POST AND 18" OC ON WOOD RAIL.

AutoCAD SHX Text

2X4 WOOD RAIL. RIP EDGE TO MATCH SLOPE OF RAIL CAP.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CABLE RAILING DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text G

AutoCAD SHX Text S4

AutoCAD SHX Text

WOOD POST

AutoCAD SHX Text

CABLE

AutoCAD SHX Text

CONTINUE RAIL AROUND CORNER

AutoCAD SHX Text

THREADED TERMINAL FITTING

AutoCAD SHX Text

WASHER, NUT, AND END CAP

AutoCAD SHX Text

CABLE SLEEVES (TYPICAL ALL POSTS)

AutoCAD SHX Text

INTERMEDIATE POST

AutoCAD SHX Text

TERMINAL POST

AutoCAD SHX Text

DOUBLE CORNER POSTS

AutoCAD SHX Text

START BOARDWALK WOOD RAIL SEE DETAIL D, SHEET C4

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CABLE RAILING DETAIL PLAN

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text F

AutoCAD SHX Text S4

AutoCAD SHX Text

12" BOLTS. TWO FOREACH POST.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

AutoCAD SHX Text 192,408

AutoCAD SHX Text

W H SHELLEY

AutoCAD SHX Text

WHS

AutoCAD SHX Text

NPS

AutoCAD SHX Text 03/2024

AutoCAD SHX Text

PA-HAY-OKEE

AutoCAD SHX Text

EVERGLADES NATIONAL PARK

AutoCAD SHX Text 244713

AutoCAD SHX Text S4

SECTIONS

AutoCAD SHX Text

ROOF BEAM TO

AutoCAD SHX Text

ROOF GIRDER CONNECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text S5

AutoCAD SHX Text W6X25

AutoCAD SHX Text W6X16

AutoCAD SHX Text

3X2X1/4 ANGLE ON ONE SIDE

AutoCAD SHX Text

12" BOLTS

AutoCAD SHX Text

12" BOLTS

AutoCAD SHX Text

ALIGN TOP OF BEAMS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ROOF GIRDER TO

AutoCAD SHX Text

ROOF COLUMN CONNECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text B

AutoCAD SHX Text S5

AutoCAD SHX Text

W6X25 GIRDER

AutoCAD SHX Text

6X6X3/8 SQ TUBE

AutoCAD SHX Text

6" X 12" X " STEEL PLATE12" STEEL PLATE

AutoCAD SHX Text 14"

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

BOTTOM VIEW

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ROOF COLUMN TO

AutoCAD SHX Text

DECK BEAM CONNECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C

AutoCAD SHX Text S5

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

6X6X3/8 SQ TUBE

AutoCAD SHX Text 14"

AutoCAD SHX Text W10X88

AutoCAD SHX Text

6" X 12" X " STEEL PLATE12" STEEL PLATE

AutoCAD SHX Text

6" X 12" X " STEEL PLATE12" STEEL PLATE

AutoCAD SHX Text

4" X 4" HOLE IN STEEL PLATE

AutoCAD SHX Text

12" BOLTS (ONE EACHSIDE OF GIRDER FLANGE)

AutoCAD SHX Text

4" X 4" HOLE IN STEEL PLATE

AutoCAD SHX Text

W6X25 GIRDER

AutoCAD SHX Text W10X88

AutoCAD SHX Text

12" BOLTS. FOURTOTAL ONE ON EACH SIDE OF WEB

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DECK BEAM TO

AutoCAD SHX Text

DECK GIRDER CONNECTION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text E

AutoCAD SHX Text S5

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DECK GIRDER TO

Auto…

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File details come from the government source that posted it. Updated Jul 17, 2024.