B08_Attachment_2_Drawings.pdf

PDF 1 MB Posted Aug 19, 2024

Attached to: INDE - Independence Hall Clock Face Repair Federal contract opportunity
Solicitation number: 140P4224Q0121
Issued by: Department of the Interior National Park Service Northeast Region

About this file

Written by GovTribe AI · Aug 19, 2024

This document is a set of drawings related to the repair of the clock face at Independence Hall in Independence National Historical Park. The drawings provide details on the planned demolition and installation work, including removing and replacing the damaged glass panels on the north-facing clock face. The drawings show the existing conditions of the tower levels and clock face, and include elevation views and detailed sections of the clock face and support components. The scope of work appears to be limited to the north-facing clock face.

The related federal contract opportunity is for the Independence Hall Clock Face Repair project, with a solicitation number of 140P4224Q0121. The contracting agency is the Department of the Interior National Park Service Northeast Region. The drawings and other project documents would be provided as part of the solicitation package for interested contractors to bid on the repair work.

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Other files for this federal contract opportunity

Other files attached to INDE - Independence Hall Clock Face Repair, newest first.
File	Type	Posted
Q_A_0001.pdf	PDF	Sep 3, 2024
Sol_140P4224Q0121_Amd_0001.pdf	PDF	Sep 3, 2024
B08_Attachment_1__Specifications_2024-09-03_0001.pdf	PDF	Sep 3, 2024
B08_Attachment_1_1___Addendum_to_Specifications_for_HSPD-12_Requirements_0001.pdf	PDF	Sep 3, 2024
B03_Attachment_3_Wage_Determination_PA20240003_26Jul24.pdf	PDF	Aug 19, 2024
B08_Combo.pdf	PDF	Aug 19, 2024
B08_Attachment_1_Specifications.pdf	PDF	Aug 19, 2024
Sol_140P4224Q0121.pdf	PDF	Aug 19, 2024

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COLONNADECOLONNADE COLONNADECOLONNADE

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INDEPENDENCE HALL

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MARKET STREET

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SEVENTH STREET

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WALNUT STREET

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WASHINGTON SQUARE

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SIXTH STREET

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FIFTH STREET

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FOURTH STREET

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MAINTENANCE FACILITY

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LOCUST STREET

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SPRUCE STREET

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HQ. ADMINISTRATION OFFICES

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THIRD STREET

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SECOND STREET

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DOCK

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STREET

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PARKING GARAGE

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FRONT STREET

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CHESTNUT STREET

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WALNUT STREET

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CAMDEN

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22ND ST.

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BROAD ST.

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INDEPENDENCE

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NATIONAL

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HISTORICAL

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PARK

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WALNUT ST.

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SPRING

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GARDEN ST.

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CHESTNUT STREET

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FIFTH STREET

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SIXTH STREET

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INDEPENDENCE SQUARE

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BLOCK 0100

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INDEPENDENCE HALL TOWER

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CELLAR

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ACCESS

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F.F.ELEV.= 10.82

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INV.9.69

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GR.9.87

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BSMT. ENTR.

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INDEPENDENCE HALL

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EAST WING

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WEST WING

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BRICK WALK

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EXISTING RAMP

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CELLAR

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ACCESS

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F.F.ELEV.= 9.92

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MARBLE

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STEPS

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MARBLE STEPS

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F.F.ELEV.= 10.11

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2 STORY BRICK

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F.F.ELEV.= 10.82

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2 1/2 STORY BRICK

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2 1/2 STORY BRICK

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F.F.ELEV.= 10.82

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AutoCAD SHX Text 10.55

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AutoCAD SHX Text 9.75

AutoCAD SHX Text 10.25

AutoCAD SHX Text 10.00

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INFO

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INFO

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AutoCAD SHX Text S L A T E

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CUT STONE

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METAL BOLLARDS

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AutoCAD SHX Text 10.00

AutoCAD SHX Text 9.75

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METAL POST STANDS

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WALK

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BRICK WALK

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BRICK WALK

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ELECTRIC

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ELECTRIC

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ELECTRIC

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WATER 200

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BSMT. ENTR.

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LEGEND

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AREA FOR CONSTRUCTION VEHICLES AND PORTABLE TOILETS.

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CONSTRUCTION VEHICLES ACCESS AREA.

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CONTRACTOR STAGING AREA

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TOWER SCAFFOLDING AT EXISTING ROOF

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SECURED ZONE FOR ALL VISITORS

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ENTRY FOR CONTRACTOR AND VISITORS

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CONTRACT LIMIT

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SCALE OF FEET

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SCALE OF METERS

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INDEPENDENCE NATIONAL HISTORICAL PARK

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WORLD HERITAGE SITE

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UNESCO

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PARK HEADQUARTERS

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STATE LINE

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VISITOR CENTER

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HQ.

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PARK BOUNDARY

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LEGEND

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AutoCAD SHX Text Planning for the Future, AutoCAD SHX Text

INDEPENDENCE

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NATIONAL

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HISTORICAL PARK

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STATE

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NATIONAL PARK SERVICE

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INDEPENDENCE NHP

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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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TITLE OF PROJECT

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A/E FIRM

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PRIME/ARCH:

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DESIGN & CONSTRUCTION

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REVISION

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QUALITY DESIGN CERTIFICATION

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AutoCAD SHX Text Variance from Design Development (Title I)

AutoCAD SHX Text Approved by Superintendent on

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INDEX TO DRAWINGS

AutoCAD SHX Text SHEET SUB-SHEET TITLE OF SHEET SUB-SHEET TITLE OF SHEET SUB-SHEET TITLE OF SHEET TITLE OF SHEET TITLE OF SHEET COVER SHEETS 1 G1 COVER SHEET G1 COVER SHEET COVER SHEET ARCHITECTURAL 2 A1 PLAN, ELEVATION & NOTES A1 PLAN, ELEVATION & NOTES PLAN, ELEVATION & NOTES 3 A2 CLOCK ELEVATION & DETAILSA2 CLOCK ELEVATION & DETAILSCLOCK ELEVATION & DETAILS

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INDEPENDENCE HALL CLOCK TOWER

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TOWER CLOCK FACE REPAIR

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CONSTRUCTION DOCUMENTS

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INDEPENDENCE NHP

AutoCAD SHX Text Replace Damaged Clock Face

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DRAWING NO.

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PMIS/PKG NO.

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PENNSYLVANIA

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PHILADELPHIA

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INDEPENDENCE NATIONAL HISTORICAL PARK

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NORTHEAST

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ALL

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GENERAL

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HAB

AutoCAD SHX Text H. Boyer, AIA, NCARB

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AutoCAD SHX Text 06/17/2024

AutoCAD SHX Text at Independence Hall Clock Tower

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PARK HEADQUARTERS

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STATE LINE

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VISITOR CENTER

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HQ.

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PARK BOUNDARY

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LEGEND

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SCALE OF MILES

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SCALE OF FEET

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SCALE

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GENERAL NOTES ON SHEET G006

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100. THE CONTRACT LIMIT LINE SHOWS THE AREA TO BE USED BY THE CONTRACTOR. THIS INCLUDES ALL INTERIOR AND EXTERIOR AREAS OF THE TOWER, WITH THE EXCEPTION OF THE INTERIORS OF THE FIRST AND SECOND FLOORS. 101. CONSTRUCTION PERSONNEL ARE NOT PERMITTED IN AREAS OUTSIDE THE CONTRACT LIMIT, EXCEPT FOR CIRCULATION TO THE PROJECT WORK AREA.

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PHILADELPHIA

PENNSYLVANIA

LEVEL KEY

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EXISTING WOOD FLOOR

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DRIVESHAFT SUPPORT FOR CLOCK. PROVIDE PROTECTION

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SEE CLOCK DRAWINGS FOR CLOCK DETAILS, TYP.

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REMOVE EXISTING CLOCK LIGHT AND RELATED SUPPORTS, TYPICAL FOR ALL SIDES.

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AutoCAD SHX Text EXISTING FABRIC LIGHTING PANELS. REMOVE, STORE, AND REINSTALL FABRIC, NORTH SIDE ONLY. METAL LIGHTING PANEL SUPPORTS CAN REMAIN IN PLACE.

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PHOTO LOCATION

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LEGEND

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IIII

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XII

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III

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VIII

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TOWER LEVEL 4

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TOWER LEVEL 5

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TOWER LEVEL 6

AutoCAD SHX Text ±95'-3"

AutoCAD SHX Text ±79'-4"

AutoCAD SHX Text ±69'-11"

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SEE CLOCK DRAWINGS FOR WORK AT CLOCK FACE

AutoCAD SHX Text REMOVE AND REINSTALL CLOCK LIGHTING AND ACCESSORIES INCLUDING SUPPORTS, HANGING REFLECTIVE SHEETS AND MOUNTING ELEMENTS FROM INTERIOR OF LEVEL 5 ONLY AS NECESSARY FOR REMOVAL OF DAMAGED GLASS PANEL (SHADED AREA) AT NORTH-FACING CLOCK FACE.

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TITLE OF SHEET

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DESIGNED:

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HAB

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CADD:

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HAB

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TECH REVIEW:

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DATE:

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INDEPENDENCE NATIONAL HISTORICAL PARK

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SUB SHEET NO.

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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AutoCAD SHX Text 06/17/2024

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TOWER FLOOR PLAN, ELEVATION, AND NOTES

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SCALE OF FEET

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AutoCAD SHX Text GENERAL NOTES FOR DEMOLITION 100. PROTECT ALL EXISTING ASSEMBLIES, MATERIALS AND FINISHES SHOWN PROTECT ALL EXISTING ASSEMBLIES, MATERIALS AND FINISHES SHOWN TO REMAIN. 101. THE WORD 'REMOVE', FOR THE PURPOSES OF THE DEMOLITION THE WORD 'REMOVE', FOR THE PURPOSES OF THE DEMOLITION DRAWINGS, MEANS TO REMOVE ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED. 'REMOVE AND SALVAGE' MEANS TO DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO CONTRACTING OFFICER AT LOCATIONS IDENTIFIED BY THE CONTRACTING OFFICER. 'REMOVE AND REINSTALL' MEANS TO DETACH ITEMS FROM CONSTRUCTION, PREPARE FOR REUSE, AND REINSTALL THEM WHERE INDICATED. SEE SPECIFIC REFERENCED NOTES RELATED TO EACH CONDITION 102. SEE CLOCK DRAWINGS FOR ELEMENTS THAT REQUIRE REMOVAL AND SEE CLOCK DRAWINGS FOR ELEMENTS THAT REQUIRE REMOVAL AND REINSTALLATION FOR PURPOSES OF ALLOWING FOR OTHER WORK. 103. IT IS NOT THE INTENT OF THE DEMOLITION DRAWING TO SHOW ALL IT IS NOT THE INTENT OF THE DEMOLITION DRAWING TO SHOW ALL MATERIAL THAT MIGHT NEED TO BE REMOVED (WHETHER REINSTALLED OR NOT) AS PART OF THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REINSTALL MATERIAL AS NECESSARY FOR THE WORK ON ADJACENT COMPONENTS OR TO ACCESS AREAS OF THE TOWER FOR INSTALLATION OF NEW WORK. THIS IS CONSIDERED TO BE PART OF THE CONTRACTOR'S MEANS AND METHODS.

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104. DEMOLITION DRAWINGS DO NOT SHOW REMOVALS AT TOWER INTERIOR. SEE FLOOR PLAN. REFERENCE NOTES FOR DEMOLITION D1. SEE CLOCK DRAWING (A2) FOR WORK AT CLOCK FACE. THAT SHEET INCLUDES DRAWINGS OF EXISTING DETAILS AND COMPLETED WORK, SO THE SCOPE OF REMOVALS CAN BE DETERMINED FROM THOSE DRAWINGS. GENERAL NOTES ON A-SERIES DRAWINGS 100. NOTES ON THE DRAWINGS INDICATE NEW WORK, UNLESS SPECIFICALLY IDENTIFIED AS NOTES ON THE DRAWINGS INDICATE NEW WORK, UNLESS SPECIFICALLY IDENTIFIED AS EXISTING, OR UNLESS THE ENTIRE SHEET/ DETAIL IS LABELED AS "EXISTING." 101. THESE DRAWINGS HAVE BEEN PREPARED BASED ON EXISTING DRAWINGS AND SELECT THESE DRAWINGS HAVE BEEN PREPARED BASED ON EXISTING DRAWINGS AND SELECT FIELD MEASUREMENTS, AND ARE NOT TO BE SCALED WHERE PRECISE DIMENSIONS ARE REQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO BEGINNING THE WORK. 102. EXISTING COMPONENTS ARE GRAPHICALLY REPRESENTED WITH A GRAY TONE, AND NEW EXISTING COMPONENTS ARE GRAPHICALLY REPRESENTED WITH A GRAY TONE, AND NEW ELEMENTS WITH DARK LINES. ADDITIONALLY, EXISTING COMPONENTS THAT ARE CUT THROUGH AS PART OF THE PLANS OR SECTIONS ARE SHADED GRAY. SOME DEVIATION FROM THIS SYSTEM MAY OCCUR FOR CLARITY OF DRAWINGS, BUT ITEMS ARE LABLELED. CONSULT CONTRACTING OFFICER IF THERE ARE ANY QUESTIONS AS TO WHAT IS NEW AND WHAT IS EXISTING. 103. FOR SOME DETAILS, THE EXISTING CONDITIONS ARE SHOWN, THEN THE NEW WORK. AT FOR SOME DETAILS, THE EXISTING CONDITIONS ARE SHOWN, THEN THE NEW WORK. AT THESE LOCATIONS THE CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING ITEMS NOT INDICATED AS REMAINING IN NEW WORK DETAIL. GENERAL NOTES ON FLOOR PLANS 100. IT IS THE INTENT OF THE PROJECT THAT THE CONTRACTOR MINIMIZE THE USE OF THE INTERIOR OF THE TOWER FOR ACCESS, STORAGE, ETC. AS IRREPLACEABLE HISTORIC FABRIC COULD BE DAMAGED. 101. EXISTING FIRE PROTECTION, DETECTION AND SECURITY SYSTEMS TO REMAIN AT ALL LEVELS. 102. PROTECT ALL EXISTING MATERIALS TO REMAIN. PROTECT ALL EXISTING MATERIALS TO REMAIN. 103. THE PHOTOS INCLUDED WITH THE DRAWINGS ARE INTENDED TO ASSIST THE CONTRACTOR THE PHOTOS INCLUDED WITH THE DRAWINGS ARE INTENDED TO ASSIST THE CONTRACTOR IN UNDERSTANDING THE EXISTING CONDITIONS AND OTHER COMPONENTS THAT NEED TO BE PROTECTED AND TAKEN INTO CONSIDERATION AS PART OF THE PROJECT. NOT ALL COMPONENTS ARE SHOWN.

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TOWER LEVEL 5 PLAN

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NORTH ELEVATION, LEVEL 4, 5, 6

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A. PHOTO OF EXTERIOR SHOWING DAMAGED GLAZING PANEL

AutoCAD SHX Text B. PHOTO OF LEVEL 5 SHOWING DRIVESHAFT SUPPORT FOR CLOCK AND HANGING LIGHTING FABRIC

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C. PHOTO OF INTERIOR SHOWING DETAIL OF CRACKED GLAZING AND GLAZING FRAME

D. PHOTO OF INTERIOR SHOWING DAMAGED GLAZING PANEL

INSTALL NEW SILICONE BEDDING SEALANT

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EXISTING BRASS NUMERAL FRAME TO REMAIN IN SITU

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EXISTING TRIM

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EXISTING WOOD SIDING

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INSTALL NEW NEOPRENE SETTING BLOCK, TYP.

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MINUTE MARKER AND NUMERAL BEYOND TO REMAIN IN SITU

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AutoCAD SHX Text REPLACE DAMAGED 3/8" LAMINATED GLASS. PLANE OF EXTERIOR FACE OF GLASS TO MATCH THAT OF EXISTING

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EXISTING METAL-CLAD WOOD LINER

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5/8" STRUT TO REMAIN

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5/8" ROD EXTENDED INTO NOTCH CUT IN PLATE, TO REMAIN

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1/4" X 3" STAINLESS STEEL SUPPORT PLATE TO REMAIN

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1" X 7" OUTER RING TO REMAIN

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INSTALL NEW GLAZING TAPE

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SILICONE SEALANT

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REPLACE DAMAGED 3/8" LAMINATED GLASS AT OUTER RING

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EXISTING BRASS NUMERAL FRAME TO REMAIN IN SITU

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INSTALL NEW NEOPRENE SETTING BLOCKS, TYP.

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1/2" LAMINATED GLASS AT CENTER RING TO REMAIN

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REMOVE/REINSTALL STAINLESS STEEL GLAZING STOPS

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1/4" X 3" STAINLESS STEEL SUPPORT PLATE TO REMAIN

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INSTALL NEW SILICONE BEDDING SEALANT

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DO NOT DISTURB EXISTING MOTIONWORKS.

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REMOVE & REPLACE EXISTING DAMAGED LAMINATED GLASS PANEL

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BEDDING LAYER OF SEALANT AT PERIMETER OF INTERIOR FRAME

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STAINLESS STEEL ANGLE GLAZING STOP, TYP.

AutoCAD SHX Text 1/4" STAINLESS STEEL DIAL FACE WITH CUT OUTS FOR NUMERALS, MINUTE MARKERS AND RINGS.

AutoCAD SHX Text STAINLESS STEEL ANGLE GLAZING STOPS, TYP. GLAZING STOPS DO NOT EXTEND BEYOND SIGHTLINE OF NUMERAL

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5/8" DIAMETER ROD (HIDDEN BY STRUT)

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5/8" DIAMETER STRUT

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1/4" X 3" STAINLESS STEEL SUPPORT PLATE

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1/4" X 2-1/2" X 6" SHIM PLATE

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AutoCAD SHX Text 1/4" x 1' x 2" LONG BRASS TAB BRAZED TO BACK OF EXISTING BRASS FACE.

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1/2" X 1-1/2" HOLE IN STAINLESS STEEL DIAL FACE

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EXISTING BRASS NUMERAL AND NUMERAL FRAME.

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1/4" X 3" RADIAL BAR PERPENDICULAR TO STAINLESS STEEL FACE

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DIAL FACE CUTOUT SECTION

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1/4" GLASS

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EXISTING LAMINATED GLASS, VERIFY THICKNESS IN FIELD

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GLAZING STOPS TO NOT EXTEND BEYOND SIGHTLINE OF NUMERAL

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GLAZING TAPE

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SILICONE SEALANT

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EXISTING MATERIAL

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SECTION THROUGH METAL COMPONENT

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LEGEND

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SILICONE SEALANT

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1/4" THICK STAINLESS STEEL DIAL FACE

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REPLACE DAMAGED 3/8" LAMINATED GLASS AT OUTER RING

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EXISTING BRASS INNER RING TO REMAIN IN SITU

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NEOPRENE SETTING BLOCK

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1/2" LAMINATED GLASS AT CENTER RING TO REMAIN

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REMOVE/REINSTALL STAINLESS STEEL FASTENERS

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1/4" X 3" STAINLESS STEEL SUPPORT PLATE

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INSTALL NEW SILICONE BEDDING SEALANT

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1/2' X 1-1/2" HOLE IN STAINLESS STEEL FACE

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REMOVE/REINSTALL 1/16" X 1" X 2" LONG PLASTIC SPACER

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BRASS TAB BRAZED TO BACK OF OUTER NUMERAL FRAME

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PLASTIC WASHER FOR THERMAL FLEXIBILITY

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HOLE THROUGH STAINLESS STEEL BACKER

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STAINLESS STEEL SCREW

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TITLE OF SHEET

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DESIGNED:

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HAB

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CADD:

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HAB

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TECH REVIEW:

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DATE:

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INDEPENDENCE NATIONAL HISTORICAL PARK

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SUB SHEET NO.

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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AutoCAD SHX Text 06/17/2024

AutoCAD SHX Text 193589

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CLOCK ELEVATION & DETAILS

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SCALE OF FEET

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SCALE OF INCHES

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HALF SCALE

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SCALE OF INCHES

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AutoCAD SHX Text 3" = 1'-0"

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SCALE

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INTERIOR ELEVATION SHOWING EXISTING FRAME

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PLAN DETAIL AT SUPPORT PLATE

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SCALE

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SECTION AT GLAZING STOP AT CENTER RING

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SECTION AT BRASS TAB AT CENTER RING

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DETAIL AT EXISTING FRAME, TYP.

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SECTION AT CLOCK BASE

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GENERAL NOTES FOR CLOCK 100. FOR SAFETY REASONS WORK SHOULD BE CONDUCTED FROM INSIDE THE TOWER. FOR SAFETY REASONS WORK SHOULD BE CONDUCTED FROM INSIDE THE TOWER. 101. EXISTING CLOCK ELEVATION AND SECTION DRAWINGS ARE BASED ON PREVIOUS EXISTING CLOCK ELEVATION AND SECTION DRAWINGS ARE BASED ON PREVIOUS DRAWINGS. VERIFY ALL DIMENSIONS AND INCORPORATE ACTUAL DIMENSIONS INTO SHOP DRAWINGS. 102. FOR THE PURPOSES OF THESE DRAWINGS THE WORDS "FACE" AND "DIAL" BOTH REFER FOR THE PURPOSES OF THESE DRAWINGS THE WORDS "FACE" AND "DIAL" BOTH REFER TO THE ASSEMBLY THAT INCLUDES THE METAL RING WITH NUMERALS AND HOLDS THE GLASS. 103. THE DAMAGED GLASS IS TO BE REPLACED WITH NEW, WITH THE INTENT THAT THE THE DAMAGED GLASS IS TO BE REPLACED WITH NEW, WITH THE INTENT THAT THE APPEARANCE BE UNCHANGED. 104. NO SEPARATE DEMOLITION DETAILS ARE INCLUDED FOR THE CLOCK SCOPE. THE NO SEPARATE DEMOLITION DETAILS ARE INCLUDED FOR THE CLOCK SCOPE. THE CONTRACTOR IS TO REVIEW THE EXISTING DETAILS AND CONDITIONS AND DETERMINE FROM THAT THE ELEMENTS THAT ARE TO BE REMOVED. 105. DETAILS SHOWN ARE TYPICAL. SCOPE OF WORK INCLUDES ONLY THE NORTH-FACING DETAILS SHOWN ARE TYPICAL. SCOPE OF WORK INCLUDES ONLY THE NORTH-FACING CLOCK FACE.

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File details come from the government source that posted it. Updated Aug 19, 2024.