Draft_Drawings_1.pdf

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UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER 01 09

CONSTRUCTION DOCUMENTS

CYCLIC REPLACEMENT OF LIBERTY BELL CENTER ROOF

INDEPENDENCE NATIONAL HISTORICAL PARK

SHEET INDEX

0 5 10 20 30 40

MILES

PHILADELPHIA, PENNSYLVANIA

179591

320561

A/E FIRMS

PRIME/ARCHITECT:

STRATA ARCHITECTURE, INC.

1701 OAK STREET, SUITE 100

KANSAS CITY, MO

T: 816.474.0900

ROOFING CONSULTANT:

DEDICATED ROOF AND HYDRO-SOLUTIONS

5566 GENERAL WASHINGTON DR

ALEXANDRIA, VA

LIGHTNING PROTECTION CONSULTANT:

IMEG CORP.

1600 BALTIMORE, SUITE 300

KANSAS CITY, MO

FALL PROTECTION CONSULTANT:

APPLIED TECHNICAL SERVICES

APPROVED

PARK SUPERVISOR DATE

REVIEWED

TITLE DATE

REVIEWED

TITLE DATE

TITLE OF SHEET

INDEPENDENCE NATIONAL HISTORICAL PARK

REGION

NORTHEAST

COUNTY

PHILADELPHIA

STATE

PENNSYLVANIA

NAME OF PARK

CYCLIC REPLACEMENT OF LIBERTY

BELL CENTER ROOF

5566 GENERAL WASHINGTON DR

ALEXANDRIA, VA

COVER

A0.1 ARCHITECTURAL SITE PLAN

A1.1 UPPER ROOF PLAN

A1.2 LOWER ROOF PLAN

A1.10 ENLARGED REFLECTED CEILING PLAN

A5.0 NEW ROOF DETAILS

0 100 200 400 600 700

FEET

PROJECT

NORTH

TRUE

NORTH

PROJECT LOCATION MAP

INDEPENDENCE NATIONAL HISTORICAL PARK, PHILADELPHIA, PA

LIBERTY BELL CENTER ROOF

PROJECT AREA

R. ANGIE GAEBLER

RA016339

09.22.2023

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CONSTRUCTION DOCUMENTS

S1.1 FALL PROTECTION PLAN

S2.1 FALL PROTECTION GENERAL INFORMATION & DETAILS

E1.0 LIGHTNING PROTECTION PLAN

CONSTRUCTION

LAY-DOWN AREA.

EXISTING BUILDING EXIT TO BE TEMPORARILY CLOSED.

OTHER EXITS WITHIN THE FACILITY WILL REMAIN OPEN.

CONTRACTOR IS TO PROVIDE SIGNAGE FOR

ALTERED WAYFINDING AND EGRESS.

CONSTRUCTION

LAY-DOWN AREA

NOTE: LIMITED

ELECTRICITY MAY BE

AVAILABLE FOR

CONTRACTOR'S USE AT

THE BUILDING INTERIOR.

COORDINATE USE OF

ELECTRICAL TO MAINTAIN

A CLEAR WALKWAY FOR

THE PUBLIC WITH SIGNAGE

AS REQUIRED TO PREVENT

INJURY. CONTRACTOR ISE

OF ELECTRICAL IS TO BE

COORDINTATED IN

ADVANCE WITH NPS/

CONTRACTING OFFICER

MAINTAIN ACCESS TO

EXTERIOR BELL VIEWING

AREA AT ALL TIMES

MAINTAIN PEDESTRIAN

ACCESS WALKWAY WITH A

MINIMUM WIDTH OF 10'-0"

UPPER ROOF

LOWER ROOF

NORTH ROOF

S 6TH ST (S INDEPENDENCE MALL W)

CH

ES

TN

UT

S T

VEHICLE DENIAL BARRIERS / BOLLARD

REMOVAL FOR SITE ACCESS TYP. IF

BOLLARD REMOVAL IS NECESSARY

FOR EQUIPMENT/ LIFT ACCESS, TWO

(2) DAYS ADVANCED NOTICE TO NPS /

CONTRACTING OFFICER IS REQUIRED.

LOCKED GATE, SITE ACCESS REQUIRES

ADVANCE NOTICE TO NPS /

CONTRACTING OFFICER

S 5TH ST (S INDEPENDENCE MALL E)

M

AR

KE

T

ST

STREET CLOSURES OR PARKING ALONG STREET WILL

REQUIRE A CITY PERMIT. THE CONTRACTOR IS

RESPONSIBLE FOR ACQUIRING REQUIRED PERMITS AND

COORDINATING WITH NPS.

OVERHEAD PROTECTION SHALL BE PROVIDED

AT ALL PEDESTRIAN WALKWAYS WITHIN

CONSTRUCTION LIMITS

AS-BUILT DOCUMENTATION OF

VEGETATION IS REQUIRED PRIOR TO

MOBILIZATION

NON-POTABLE WATER /

HOSE BIB MAY BE

AVAILABLE FOR USE

NON-POTABLE WATER /

HOSE BIB MAY BE

AVAILABLE FOR USE

ACCESS TO DRINKING WATER

AND RESTROOMS IS AVAILABLE

AT THE VISITOR CENTER.

VEHICLE DENIAL BARRIER /

BOLLARDS RESTRICT VEHICLE

ACCESS TO SITE, TYP.

SIDEWALK TO REMAIN OPEN TO

PEDESTRIAN TRAFFIC AT ALL TIMES.

POINT OF ACCESS ARE TO BE

COORDINATED WITH CONTRACTING

OFFICER AND DELINEATED WITH

SIGNAGE.

CONTRACTOR SHALL PROTECT EXISTING

SIDEWALKS AND PATHS WHEN MOVING

VEHICLES ON AND OFF OF THE SITE.

CONTRACTOR IS TO DOCUMENT BEFORE

AND AFTER CONDITIONS OF SITE AND

PROVIDE IN DIGITAL FORMAT TO NPS /

CONTRACTING OFFICER FOR RECORD

PRIOR TO START OF WORK.

VEHICLE DENIAL BARRIER /

BOLLARDS RESTRICT VEHICLE

ACCESS TO SITE, TYP.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

320561

JT

JT

TF

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

ARCHITECTURAL SITE PLANA0.1

GENERAL NOTES

1. THE LIBERTY BELL AND IMMEDIATE

SURROUNDS SHALL BE PROTECTED

AT ALL TIMES DURING

CONSTRUCTION.

2. ALL MATERIAL COMING ON SITE MUST

BE INSPECTED AND SCANNED BY LAW

ENFORCEMENT RANGERS PRIOR TO

ENTERING THE LAYDOWN AREA.

CONTRACTOR EMPLOYEES MUST BE

SCANNED BY LAW ENFORCEMENT

RANGERS PRIOR TO ENTERING SITE

DAILY UNLESS A TIER 1 BACKGROUND

/ FINGERPRINTING DOCUMENTATION

IS TO NPS / CONTRACTING OFFICER

BY CONTRACTOR FOR THAT

EMPLOYEE.

3. LIMITED ELECTRICAL FEEDS MAY BE

AVAILABLE VIA EXTENSION CORDS

FROM THE INTERIOR. COORDINATE

USE WITH NPS / CONTRACTING

OFFICER AND PROVIDE ADEQUATE

PROTECTION AND SIGNAGE TO

PREVENT TRIP HAZARDS AND

POTENTIAL INJURY.

4. NON-POTABLE WATER MAY BE

AVAILABLE FOR CONTRACTOR'S USE.

COORDINATE WITH NPS /

CONTRACTING OFFICER.

5. NO PARKING IS AVAILABLE ON SITE.

STREET PARKING SURROUNDING THE

SITE IS LIMITED.

6. THE CITY OF PHILADELPHIA LIMITS

HOURS FOR CONSTRUCTION NOISE

FROM 8PM-7AM ON WEEKDAYS AND

8PM-8AM ON WEEKENDS.

CONSTRUCTION NOISE SHALL NOT

EXCEED FIVE DECIBELS ABOVE THE

BACKGROUND SOUND LEVEL DURING

THESE HOURS. CONTRACTOR IS TO

COORDINATE WITH THE CITY TO

DETERMINE IF A SPECIAL USE PERMIT

IS REQUIRED.

7. USE OF THE LIBERTY BELL CENTER

BUILDING DRINKING FOUNTAINS AND

RESTROOMS BY CONTRACTORS IS

PROHIBITED. THE GENERAL

CONTRACTOR AND

SUB-CONTRACTORS ARE TO UTILIZE

THE FACILITIES AVAILABLE AT THE

VISITOR'S CENTER TO THE NORTH

DURING OPERATING HOURS.

PRIME/ARCH:

STRATA

ARCHITECTURE, INC

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

05.11.2023

R. ANGIE GAEBLER

RA016339

09.22.2023 09.22.2023

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DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

320561

JD/VJ

VJ

JD

0905.11.2023

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE INC.

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

UPPER ROOF PLANA1.1

UPPER ROOF AREA

REMOVE EXISTING STONE BALLAST,

DEMOLISH AND REMOVE AREA OF EXISTING

EPDM MEMBRANE AND INSTALL NEW

ADHERED FLEECE BACKED EPDM MEMBRANE

LINING.

ROOF DRAINS, TYP. REMOVE AND

REINSTALL TO ACCOMMODATE NEW

ROOF MEMBRANE INSTALLATION.

LIGHTNING PROTECTION

GROUNDING CABLE. LIGHTNING

PROTECTION SYSTEM IS TO BE

TEMPORARILY REMOVED AND

REINSTALLED ONCE ROOF

MEMBRANE WORK AND REPAIRS AT

THE METAL COPING IS COMPLETE.

REFERENCE SHEET E1.1 FOR

SUPPLEMENTAL DETAILS.

EXISTING COPPER LINED GUTTER

TO REMAIN.

DESIGNATED AREA

OF ROOF REPLACEMENT

THE INTENT IS TO KEEP THE FACILITY OPEN TO THE PUBLIC DURING

CONSTRUCTION, AND TO PROVIDE PROTECTION FOR THE PUBLIC, THE

LIBERTY BELL AND SURROUNDING BUILDING WITH THE REPLACEMENT

OF FAILING ROOFING AND ROOF ACCESSORIES. THE EXISTING

ROOFING HAS EXTENDED BEYOND IT'S WARRANTY AND WILL BE FULLY

REMOVED AT THE LOWER ROOF AREA AND SELECTIVELY REMOVED AT

THE UPPER ROOF IN THE GUTTER AREA AS INDICATED.

THE UPPER ROOF SCOPE OF WORK INCLUDES THE REMOVAL OF THE

EXISTING STONE BALLAST IN ITS ENTIRETY, THE SELECTIVE REMOVAL

OF THE EPDM ROOFING IN THE INTEGRAL GUTTER AREA, THE

INSTALLATION OF FELT BACKED EPDM MEMBRANE IN THE INTEGRAL

GUTTER, THE REMOVAL AND REINSTALLATION OF THE ROOF DRAINS

AND OVERFLOW DRAINS TO COORDINATE WITH THE ROOF MEMBRANE

REPLACEMENT, THE TEMPORARY REMOVAL AND REINSTALLATION OF

THE COPPER COPING AT THE NORTH SIDE OF THE ROOF WHERE IT IS

LIFTED FROM THE CLEAT ANCHORS, THE REMOVAL AND

REPLACEMENT OF THE EXISTING HIPPED ROOF RIDGES, THE REMOVAL

AND REINSTALLATION OF THE LIGHTNING PROTECTION SYSTEM WITH

MODIFICATIONS ON THE AIR TERMINAL SUPPORTS AND CABLE

SUPPORTS. THE LIGHTING PROTECTION SYSTEM TO BE RECERTIFIED

TO COORDINATE WITH EXISTING CERTIFICATION. NEW ROOF FALL

PROTECTION ANCHORS ARE TO BE INSTALLED - THIS WILL REQUIRE

NEW PENETRATIONS THROUGH THE EXISTING STANDING SEAM

COPPER ROOFING AND ACCESS TO THE STRUCTURAL STEEL FRAMING

BELOW WHICH WILL REQUIRE COORDINATION AND TEMPORARY

REMOVAL/REINSTALLATION OF EXISTING CEILING BAFFLES AT THE

INTERIOR. ANY WORK AROUND THE LIBERTY BELL WILL REQUIRE

TEMPORARY PROTECTION BE INSTALLED AND ADVANCED NOTICE

PROVIDED TO NPS / THE CONTRACTING OFFICER.

THE LOWER ROOF SCOPE OF WORK INCLUDES THE REMOVAL OF THE

EXISTING ROOF EPDM MEMBRANE, STONE BALLAST, AND UNDERLYING

TAPERED ROOF INSULATION TO CONCRETE DECK, REMOVAL AND

REPLACEMENT OF THE EXISTING DRAINS AND OVERFLOW DRAINS,

REMOVAL AND REPLACEMENT OF THE METAL CURB FASCIA AND

COPING, CURB MODIFICATIONS TO RAISE ITS HEIGHT TO

ACCOMMODATE INCREASED DEPTH OF TAPERED INSULATION,

INSTALLATION OF ROOF FALL PROTECTION AND INSTALLATION OF

ANCHORS FOR TEMPORARY LADDER ACCESS, REMOVAL AND

SALVAGING OF THE LIGHTNING PROTECTION SYSTEM FOR ROOF

REPAIRS AND REINSTALLATION OF THE LIGHTING PROTECTION

SYSTEM TO BE RECERTIFIED TO COORDINATE WITH EXISTING

CERTIFICATION. THE NEW ROOFING IS TO BE A FULLY ADHERED PVC

MEMBRANE SYSTEM INSTALLED ON THE EXISTING CONCRETE DECK

WITH INTEGRATION OF A VAPOR RETARDER. REFERENCE

SPECIFICATIONS FOR TESTING, OBSERVATION AND MOCK-UP

REQUIREMENTS.

IN COORDINATION WITH WORK AT THE LOWER ROOF, AFTER THE NEW

ROOF MEMBRANE HAS BEEN INSTALLED, REPAIRS ARE TO BE

COMPLETED AT THE INTERIOR GYPSUM BOARD CEILING WITH DUST

BARRIER INSTALLATION, GYPSUM BOARD REPLACEMENT REPAIRS AND

PREPPING THE CEILING FOR NEW PRIMER AND PAINT AS INDICATED IN

THE DRAWINGS.

PROJECT SCOPE OF WORK

AREA OF COPPER COPING TO BE

RESECURED TO EXISTING CLEAT TO

PROVIDE FULLY ATTACHED METAL

ENCLOSURE. WIND UPLIFT HAS

UNSEATED THE METAL AT THE SEAMS.

THE STANDING SEAM JOINTS ARE TO BE

RE-HEMMED. (TYPICAL AT

FULL NORTH SIDE OF ROOF)

R. ANGIE GAEBLER

RA016339

09.22.2023 09.22.2023

KEY PLAN

' 1 ~ UPPER ROOF PLAN

'- A1.1 • • SCALE: 1/4" = 1'-o•

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE INC.

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

LOWER ROOF PLANA1.2

LOW ROOF AREA

LIGHTNING GROUNDING CABLE

PENETRATION. RE: E1.1 FOR DETAILS.

REMOVE EXISTING EPDM ROOF DOWN TO STRUCTURAL

CONCRETE DECK AND REPLACE WITH A NEW VAPOR

RETARDER, TAPERED INSULATION, HD COVER BOARD

AND FULLY ADHERED PVC MEMBRANE ROOF SYSTEM.

ROOF DRAIN AND

OVERFLOW DRAIN

DESIGNATED AREA

OF ROOF REPLACEMENT

ROOF DRAIN

AND

OVERFLOW

DRAIN

A GROUNDING CABLE FOR THE

LIGHTNING PROTECTION ASSEMBLY

PENETRATES THE INTEGRAL

GUTTER

SLO

PE

1/4

1' -0"

SLOPE

1/4" / 1'-0"

320561

JD/VJ

VJ

JD

05.11.2023 09

R. ANGIE GAEBLER

RA016339

09.22.2023 09.22.2023

KEY PLAN

1 LOWER ROOF PLAN

Al. 2 SCALE: 1/4" = 1'-o•

PROVIDE DUST AND PAINT

PROTECTION TO SEPARATE BELL

CHAMBER AREA.

BELL CHAMBER

QUEUING

VESTIBULE

PROVIDE DUST AND PAINT

PROTECTION AT QUEUING

DURING GYPSUM BOARD CEILING

REPAIR AND PAINTING, PROTECT

ALL ADJACENT FINISHES.

PROVIDE FINAL CLEANING AT END

OF CONSTRUCTION

SCISSOR LIFT OR OTHER EQUIPMENT

REQUIRED FOR GYPSUM BOARD CEILING

REPAIRS AND PAINTING SHALL BE LESS

THAN 6000LBS. EQUIPMENT USE AND

PATHWAY WITHIN BUILDING MUST BE

COORDINATED WITH NPS / CONTRACTING

OFFICER. PROTECTIVE MATS ARE TO BE

PROVIDED BY THE CONTRACTOR FOR

SCISSOR LIFT USE TO PROTECT FLOORING

FROM PATH OF ENTRY AND THROUGHOUT

WORK AREA AT ALL TIMES.

CONTRACTOR SHALL NOTIFY NPS /

CONTRACTING OFFICER'S REPRESENTATIVE

THREE (3) WORK DAYS PRIOR TO BEGINNING

INTERIOR WORK TO ALLOW NPS CURATORS TO

PROVIDE ADDITIONAL PROTECTIONS TO BELL.

REPLACE EXISTING ACCESS

PANEL WITH NEW GYPSUM

BOARD AND SKIM COAT TO

MATCH ADJACENT SURROUNDING

CEILING FOR SEAMLESS

APPEARANCE. PRIME AND PAINT.

SHADED PORTION INDICATES EXISTING GYPSUM

BOARD CEILING TO BE PRIMED AND PAINTED.

COORDINATE PAINT TYPE, SHEEN, AND COLOR WITH

NPS / CONTRACTING OFFICER. PATCH AND REPAIR

THE EXISTING CEILING PRIOR TO

PAINTING FOR A SEAMLESS APPEARANCE.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

320561

JT

JT

TF

0905.11.2023

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE INC.

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

ENLARGED REFLECTED

CEILING PLANA1.10

A1.10

PARTIAL REFLECTED CEILING PLAN

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

A1.10

LOWER CEILING DAMAGE NEAR EXIT VESTIBULE

N.T.S.

A1.10

LOWER CEILING LOOKING WEST

N.T.S

KEY PLAN

SCALE OF FEET

1/4"=1'-0"

REMOVE DEBRIS, CLEAN, AND

REPAIR GYPSUM BOARD AT

CONCEALED COVE LIGHTING

AREA PRIOR TO REPAINTING.

PATCH AND REPAIR GYPSUM

BOARD CEILING ABOVE EXIT AT

VESTIBULE 113 ON INTERIOR SIDE

OF BUILDING PRIOR TO PAINTING.

REPLACE EXISTING ACCESS

PANEL WITH NEW GYPSUM

BOARD AND SKIM COAT TO

MATCH ADJACENT SURROUNDING

CEILING FOR SEAMLESS

APPEARANCE. PRIME AND PAINT.

(NOT SHOWN IN PHOTOGRAPH)

SHADED PORTION INDICATES AREA OF

SCOPE OF WORK

R. ANGIE GAEBLER

RA016339

09.22.2023 09.22.2023

0 0 0

0 0 0 0

. N

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@ 0

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TWO (2) NEW LAYERS OF

2.6-INCH INSULATION FULLY

ADHERED TO CONCRETE DECK

NEW WOOD BLOCKING

NEW FULLY ADHERED PVC

MEMBRANE TO WRAP UP

AND OVER CURB

1/4 INCH PER FOOT

TAPERED INSULATION

NEW METAL ERA ANCHOR

TITE RADIUS EDGE METAL

WITH 9-INCH FACE

MATCH EXISTING METAL

COLOR AND FINISH

VAPOR RETARDER

1/2 INCH HD COVER BOARD

TWO (2) NEW LAYERS OF

2.6-INCH INSULATION ADHERED

TO CONCRETE DECK

NEW FULLY ADHERED PVC

MEMBRANE

1/4 INCH PER FOOT

TAPERED INSULATION

NEW SINGLE PLY MEMBRANE WITH

TERMINATION BAR COUNTER

FLASHING WITH .032 ALUMINUM

TUCKED UNDER EXISTING

ALUMINUM SILL FLASHING

EXISTING ROOF DRAIN WILL BE REPLACED

WITH 8.5-INCH WIDE ROOF DRAIN

ADJACENT ROOF DRAIN WILL BE

CONVERTED WITH 2-INCH WATER DAM

VAPOR RETARDER

1/2 INCH HD COVER BOARD

ZEE CLOSURE SET BELOW EXISTING EXPOSED FASTENERS

SET ZEE CLOSURE IN BUTYL CAULK.

SEAL INTERIOR SIDE (UNDER CAP) OF ZEE CLOSURE TO PANEL

STANDING SEAM WITH BUTYL CAULK

TURN PANEL ENDS UP TO PROVIDE

ADDITIONAL MOISTURE PROTECTION SEAL

TIGHT WITH BUTYL CAULK

FABRICATE NEW COPPER HIP

AND RIDGE CAPS PER SMACNA

NON RIDGE CAP DETAIL

TWO (2) 2.6 INCH NEW

LAYERS OF INSULATION

ADHERED TO

CONCRETE DECK

NEW FULLY ADHERED PVC

MEMBRANE BASE

1/4 INCH PER FOOT

TAPERED INSULATION

NEW SINGLE PLY MEMBRANE WITH

TERMINATION BAR COUNTER

FLASHING WITH .032 ALUMINUM

TUCKED UNDER EXISTING

ALUMINUM SILL FLASHING

VAPOR

RETARDER

1/2 INCH HD

COVER BOARD

EXISTING

CONCRETE

DECK

TWO (2) NEW LAYERS OF 2.6-INCH

INSULATION ADHERED TO CONCRETE DECK

NEW FULLY ADHERED PVC

MEMBRANE

1/4 INCH PER FOOT

TAPERED INSULATION

EXISTING CONCRETE DECK

VAPOR RETARDER

1/2 INCH HD COVER BOARD

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE INC.

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

NEW ROOF DETAILSA5.0

320561

JD/VJ

VJ

JD

05.11.2023

R. ANGIE GAEBLER

RA016339

09.22.2023 09.22.2023

. ' ,..JS; I I I I

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, r 1 " SECTION THROUGH ROOF EDGE & GUTTER AT NORTH, EAST & WEST WALL OF CHAMBER '.. .. AS. O ~ SCALE: 1 1 /2" = 1'-o•

4. 4

RIDGE CLOSURE DETAIL

SCALE: 3" = 1'-0"

<I . 4 jr 4 ". TYPICAL SECTION THROUGH ROOF DECK

\.A:_:0./ SCALE: 1 1/2" = 1·-0·

r 2 "', SECTION THROUGH CURB AT NORTH WALL OF CHAMBER "-A__: 0 ... ' scALE: 1 1 /2" = 1 '-o·

4 ◄ <I

DETAIL AT SOFFIT OVERHANG-EAST AND WEST ELEVATIONS

SCALE: 1 1/2" = 1'-o• r 6 " RISING WALL TO EXHIBIT AREA

'-AS.O~ SCALE: 1 1/2" = 1'-0"

.,d . 4

<I

•◄ . 8"

M

IN

REMOVE EXISTING STONE BALLAST, DISABLE EXISTING EPDM MEMBRANE

AND INSTALL NEW ADHERED FLEECED BACKED EPDM MEMBRANE.

NEW FLEECE BACK EPDM MEMBRANE ATTACHED

TO EXISTING SURFACE WITH TERMINATION BAR

JUST UNDER EXISTING COPPER EAVE METAL.

NEW COPPER SKIRT METAL COUNTERFLASHING

EXTENDED TO SLIDE UNDERNEATH THE

EXISTING COPPER EAVE.

EXISTING ROOF SYSTEM:

COPPER ROOFING SYSTEM AND TRIM

ROSIN COATED BUILDING PAPER AND #30

FELT, ICE/WATER MEMBRANE

UNDERLAYMENT AT EAVES, 3-1/2" NAIL BASE

INSULATION ON EXTERIOR GRADE 5/8"

PLYWOOD, AND COLD FORMED METAL

FRAMING @ 24" O.C.

DEMOLISH EXISTING EPDM MEMBRANE

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

320561

EJPA

EJPA

WRD

09 09.22.2023

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

FALL PROTECTION

PLANS1.1

GENERAL

CONTRACTOR TO

FURNISH AND

INSTALL NEW FALL

PROTECTION ROOF

ANCHOR, TYP.

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GENERAL

CONTRACTOR TO

FURNISH AND

INSTALL NEW FALL

PROTECTION ROOF

ANCHORS AND

HORIZONTAL

LIFELINES, TYP.

Scale: 1/4"=1'-0" LOWER ROOF PLAN20----Scale: 1/4"=1'-0"

UPPER ROOF PLAN1ol------

(4) HORIZONTAL LIFELINE

(8) HORIZONTAL LIFELINE ANCHOR

(6) ROOF MOUNT ANCHOR

LEGEND

NOTE:

AT THE UPPER ROOF, THE INSTALLATION OF NEW ROOF FALL

PROTECTION ANCHORS WILL REQUIRE NEW PENETRATIONS

THROUGH THE EXISTING STANDING SEAM COPPER ROOFING

AND ACCESS TO THE STRUCTURAL STEEL FRAMING BELOW

WHICH WILL REQUIRE COORDINATION AND TEMPORARY

REMOVAL/REINSTALLATION OF EXISTING CEILING BAFFLES AT

THE INTERIOR. ANY WORK AROUND THE LIBERTY BELL WILL

REQUIRE TEMPORARY PROTECTION BE INSTALLED AND

ADVANCED NOTICE PROVIDED TO NPS / THE CONTRACTING

OFFICER.

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

320561

EJPA

EJPA

WRD

09 09.22.2023

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

FALL PROTECTIONS2.1

ANCHOR TO EXTEND 6" TO 8"

ABOVE HEIGHT OF COPPER PANEL

PROVIDE LATERAL REINFORCEMENT.

SECURE ANCHOR PIPE TO CONCRETE

DECK, WHERE APPLICABLE.

PROVIDE LATERAL REINFORCEMENT.

SECURE ANCHOR PIPE TO

COLD FORMED METAL

FRAMING, WHERE APPLICABLE.

2"

4"CONTRACTOR TO CONFIRM ANCHOR HEIGHT.

ANCHOR HEIGHT TO BE COORDINATED WITH

ARCHITECTURAL AND WATERPROOFING REQUIREMENTS

ANCHOR TO EXTEND 6" TO 8"

ABOVE HEIGHT OF COPPER PANEL

PROVIDE LATERAL REINFORCEMENT.

SECURE ANCHOR PIPE TO

COLD FORMED METAL

FRAMING, WHERE APPLICABLE.

PROVIDE LATERAL REINFORCEMENT.

SECURE ANCHOR PIPE TO CONCRETE

DECK, WHERE APPLICABLE.

HILTI KWIK BOLT WEDGE ANCHOR

OR SIMPSON STRONG-TIE

OR EQUIVALENT ANCHOR

TO BE INSTALLED FROM THE

TOP-SIDE OF THE ROOF

3" NORMAL WEIGHT CONCRETE OVER 3"

COMPOSITE GALVANIZED METAL FLOOR

DECK. REINFORCED WITH #3 TOP &

BOTTOM IN EACH DECK FLUTE IN SPAN

DIRECTION, & #3 @ 12" TOP IN

TRANSVERSE DIRECTION. TOTAL SLAB

DEPTH = 6".

PROVIDE NUTS, WASHERS, WASHER

PLATES, AND THREADED ROD.

HSS 3X3X3/16 42" LENGTH (x2)

Pu

ANY DIRECTION

Mu

STAINLESS STEEL U-BAR WELDED TO ROUND HSS

WELDED TO BASE PLATE.

ENTIRE ANCHOR HOT-DIP GALVANIZED

3" NORMAL WEIGHT CONCRETE OVER 3"

COMPOSITE GALVANIZED METAL FLOOR

DECK. REINFORCED WITH #3 TOP &

BOTTOM IN EACH DECK FLUTE IN SPAN

DIRECTION, & #3 @ 12" TOP IN

TRANSVERSE DIRECTION. TOTAL SLAB

DEPTH = 6".

CONTRACTOR TO CONFIRM ANCHOR HEIGHT.

ANCHOR HEIGHT TO BE COORDINATED

WITH ARCHITECTURAL AND WATERPROOFING

REQUIREMENTS

Scale: 1/2"=1'-0"

UPPER ROOF DETAIL3

Scale: 1"=1'-0" UPPER ROOF ANCHOR DETAIL2Scale: 1"=1'-0"

LOWER ROOF ANCHOR DETAIL1

of------- of-------

H ~;---r= ,7- ' T "g, 11 i" •

-:_ --__J__- ~ i- '·

-----=9--------~1

1 .• ,.. l -, j_ '

I 'r-----of-------

GENERAL NOTES

1. COORDINATE ALL LOCATIONS WITH THE ARCHITECTURAL AND STRUCTURAL PLANS.

2. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL AND STRUCTURAL PLANS.

3. COORDINATE ALL FLASHING OF THE EQUIPMENT WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. ONLY USE DIMENSIONS SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS.

5. NOTIFY THECONTRACTING OFFICER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND

THOSE SHOWN ON THE DRAWINGS.

6. NO DEVIATION FROM THIS DRAWING SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL.

DESIGN NOTES

1. THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH OSHA 29 CFR 1910.140 AND ANSI/ASSP Z359.

2. ALL EQUIPMENT PROVIDED SHALL BE COMPLIANT WITH OSHA 29 CFR 1910.140 AND ANSI/ASSP Z359.

3. ALL LOADS AND ATTACHMENT METHODS TO BUILDING STRUCTURE TO BE REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD, TO VERIFY ADEQUATE SUPPORT IS PROVIDED BY THE BUILDING STRUCTURE. UPON COMPLETION OF REVIEW, THE STRUCTURAL ENGINEER OF RECORD SHALL SUBMIT A LETTER TO THE FALL PROTECTION CONSULTANT DOCUMENTING THAT THE BUILDING STRUCTURE AND REINFORCEMENT IS ADEQUATE FOR THE IMPOSED LOADS AS APPLICABLE TO THE LOAD COMBINATIONS AS DEFINED BY THE CURRENT BUILDING

CODE FOR WHICH THE STRUCTURE IS DESIGNED.

4. ALL STEEL COMPONENTS EXPOSED TO THE EXTERIOR OF THE BUILDING SHALL BE STAINLESS STEEL (SS316) OR HOT DIPPED GALVANIZED (HDG) FOR CORROSION RESISTANCE. HOT DIPPED GALVANIZING SHALL BE A MINIMUM G75 COATING IN ACCORDANCE TO ASTM A123/A123M FOR STEEL SHAPES OR A153/A153M FOR BOLTS, THREADED ROD, AND SIMILAR HARDWARE.

5. UNLESS NOTED OTHERWISE (U.N.O.), ALL STEEL SHAPES, PLATES AND THREADED RODS SHOWN SHALL BE GRADE A36 (Fy=36ksi) MATERIAL OR BETTER.

6. SHOP DRAWINGS FOR STEEL COMPONENTS AND HARDWARE INCLUDING MANUFACTURER'S PRODUCT AND SPECIFICATION SHEET FOR ANCHOR TYPE SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PER THE PROJECT

SPECIFICATIONS.

7. ALL THREADED FASTENERS SHALL BE PROVIDED WITH LOCKING NUTS, COTTER PINS, MECHANICAL DISABLING/DEFORMING THREADS, OR TACK WELDING AS A MEANS TO LOCK THE FASTENER AND PREVENT

LOOSENING.

INSTALLATION NOTES

1. ALL WORK SHALL BE PERFORMED BY LICENSED, QUALIFIED CONTRACTORS HAVING EXPERIENCE WITH SIMILAR

WORK AND PROJECTS.

2. UPON COMPLETION OF THE FINAL INSTALLATION, ALL EQUIPMENT SHALL BE TESTED AND CERTIFIED FOR USE IN ACCORDANCE WITH OSHA 29 CFR 1910.140 AND ANSI/ASSP Z359. LOAD TESTING AND CERTIFICATION SHALL BE

PERFORMED UNDER THE DIRECT SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER.

USAGE NOTES

1. PRIOR TO THE RECOMMENDED INSPECTION DATE, THE EQUIPMENT SHALL BE INSPECTED IN ACCORDANCE WITH 29 CFR OSHA 1910.140 AND ANSI/ASSP Z359 BY A COMPETENT OR QUALIFIED PERSON UNDER THE SUPERVISION OF A

REGISTERED PROFESSIONAL ENGINEER OR BY AN OTHERWISE QUALIFIED PROFESSIONAL.

2. ACTIVE FALL PROTECTION SYSTEMS (I.E. HORIZONTAL LIFELINES) SHALL BE THOROUGHLY REVIEWED BY A REGISTERED PROFESSIONAL ENGINEER AT A FREQUENCY TO BE DETERMINED BY REVIEW OF THE ORIGINAL DESIGN OR AS OTHERWISE DIRECTED, BUT NOT TO EXCEED FIVE YEARS IN ACCORDANCE WITH ANSI/ASSP Z359 FALL

PROTECTION CODE.

3. EMPLOYERS SHALL DEVELOP AND IMPLEMENT A POLICY STATEMENT THAT PROVIDES GENERAL GOALS AND GUIDANCE FOR A MANAGED FALL PROTECTION PROGRAM AND EMPHASIZES MANAGEMENT'S COMMITMENT TO

PROVIDING A SAFE WORKPLACE FOR EMPLOYEES EXPOSED TO FALL HAZARDS.

4. FALL PROTECTION EQUIPMENT SHALL BE THOROUGHLY INSPECTED BEFORE EACH USE AND AT LEAST ANNUALLY BY

A COMPETENT PERSON.

5. EQUIPMENT SUBJECTED TO IMPACT LOADING (I.E. A FALL) OR A LOAD OF MAGNITUDE GREATER THAN THE RATED LOAD SHALL BE IMMEDIATELY REMOVED FROM SERVICE AND SHALL NOT BE USED AGAIN UNLESS INSPECTED AND DETERMINED BY A REGISTERED PROFESSIONAL ENGINEER TO BE UNDAMAGED AND SUITABLE FOR CONTINUED

USE.

6. ALL ROOFING AND ASSOCIATED FLASHINGS SHOULD BE PROTECTED FROM ROPES AND APPURTENANCES TO

PREVENT DAMAGE.

7. EMPLOYERS SHALL INFORM EACH AUTHORIZED PERSON ABOUT ANY FORESEEABLE FALL HAZARD BEFORE THE

AUTHORIZED PERSON IS EXPOSED TO THE FALL HAZARD.

8. EMPLOYERS SHALL PROVIDE AUTHORIZED PERSONS WITH THE KNOWLEDGE AND TRAINING NECESSARY TO

OPERATE ANY ACTIVE FALL PROTECTION SYSTEM USED BY THAT AUTHORIZED PERSON.

9. EMPLOYERS SHALL PROVIDE COMPETENT PERSONS TO SUPERVISE AUTHORIZED PERSONS WHO ARE EXPOSED TO

FALL HAZARDS.

10. WRITTEN RESCUE PROCEDURES SHALL BE PREPARED AND MAINTAINED BY THE COMPETENT PERSON FOR ALL INSTANCES WHERE AUTHORIZED PERSONS WORK AT HEIGHTS. SUCH PROCEDURES SHALL CONTAIN PROVISIONS

FOR THE PROMPT RESCUE AND SELF-RESCUE OF ANY AUTHORIZED PERSON WHO FALLS.

11. THE COMPETENT PERSON SHALL PREPARE, UPDATE, REVIEW, AND APPROVE WRITTEN FALL PROTECTION PROCEDURES AS DIRECTED BY THE PROGRAM ADMINISTRATOR. THE COMPETENT PERSON SHALL REVIEW THE PROCEDURES AS WORKPLACE ACTIVITIES CHANGE TO DETERMINE IF ADDITIONAL PRACTICES, PROCEDURES, OR TRAINING NEED TO BE IMPLEMENTED BEFORE WORKPLACE ACTIVITIES CONTINUE. THE COMPETENT PERSON SHALL

ENSURE A WRITTEN RESCUE PLAN HAS BEEN DEVELOPED.

12. ALL WORKERS WHO USE THE CERTIFIED EQUIPMENT SHOULD PRODUCE AND PRESENT A SITE SPECIFIC WORK PLAN DETAILING THE INTENDED USE OF THE EQUIPMENT IN COMPLIANCE WITH 29 CFR 1910.140 PERSONAL FALL PROTECTION SYSTEMS AND ANSI/ASSP Z359 - FALL PROTECTION CODE AND BE TRAINED IN ACCORDANCE WITH 29

CFR OSHA 1910.30.

NOTE:

AT THE UPPER ROOF, THE INSTALLATION OF NEW ROOF FALL

PROTECTION ANCHORS WILL REQUIRE NEW PENETRATIONS

THROUGH THE EXISTING STANDING SEAM COPPER ROOFING

AND ACCESS TO THE STRUCTURAL STEEL FRAMING BELOW

WHICH WILL REQUIRE COORDINATION AND TEMPORARY

REMOVAL/REINSTALLATION OF EXISTING CEILING BAFFLES AT

THE INTERIOR. ANY WORK AROUND THE LIBERTY BELL WILL

REQUIRE TEMPORARY PROTECTION BE INSTALLED AND

ADVANCED NOTICE PROVIDED TO NPS / THE CONTRACTING

OFFICER.

GENERAL INFO. & DETAILS

FALL PROTECTION EQUIPMENT SCHEDULES

(6) ROOF MOUNT ANCHOR

(4) HORIZONTAL LIFELINE

(6) HORIZONTAL LIFELINE ANCHOR-

GROUNDING CABLE

PENETRATION

REPLACE EXISTING LIGHTNING

PROTECTION CABLE

EXISTING AIR TERMINAL, REMOVE ALL

ASSOCIATED CABLING TO DOWNLEADS.

PROTECT DOWNLEADS FOR REUSE.

EXISTING AIR TERMINAL, REMOVE

ALL ASSOCIATED CABLING TO

DOWNLEADS. PROTECT

DOWNLEADS FOR REUSE.

REPLACE EXISTING LIGHTNING

PROTECTION CABLE

GENERAL CONTRACTOR IS TO

TRIM TREE BACK FROM

OVERHANGING THE ROOF

EDGE OF PARAPET. MAINTAIN

A 18" CLEARANCE BACK FROM

EDGE OF OVERHANG

GROUNDING CABLE

PENETRATION

1. FURNISH AND INSTALL SURGE SUPPRESSION ON EXISTING

ELECTRICAL SERVICE ENTRANCE PANEL AS REQUIRED.

2. FURNISH AND INSTALL LIGHTNING PROTECTION ON ROOF

AREAS WHERE NEW WORK OCCURS.

3. RECONNECT NEW ROOF LIGHTNING PROTECTION

ELEMENTS TO EXISTING DOWNLEADS AS REQUIRED.

4. COMPLETED LIGHTNING PROTECTION SYSTEM SHALL BE

CERTIFIED AT THE END OF CONSTRUCTION.

LIGHTNING PROTECTION NOTES:

LIGHTNING PROTECTION

PLANE1.1

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFINDEPENDENCE NATIONAL HISTORICAL PARK

179591

320561

PP

JT

TF

05.11.2023

LIBERTY BELL CENTER ROOF

CYCLIC REPLACEMENT OF LIBERTY BELL

CENTER ROOF

A/E FIRMS

PRIME/ARCH:

STRATA

ARCHITECTURE INC.

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

0910.11.2023 09.22.2023

½a l[j .

r

V

LOWER ROOF LIGHTNING PROTECTION PLAN

SCALE: 1/4" = 1'-o•

0 4 8 -------- SCALE OF FEET 1 /4"=1 '-o"

0.5 \

2 UPPER ROOF LIGHTNING PROTECTION PLAN

E1•1 SCALE: 1/4" = 1'-o•

4 0 4 8 -------- SCALE OF FEET 1/4"=1'-o"

S2.1 - Details