A06_DM_Final_final_drawing_set_08-12-2021.pdf

PDF 23 MB Posted Jun 26, 2022

Attached to: INDE - DEMO EXTERIOR IMPROVEMENTS Federal contract opportunity
Solicitation number: 140P4222R0014
Issued by: Department of the Interior National Park Service Northeast Region

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation requests proposals for exterior repair and painting work at two historic homes located within Independence National Historical Park in Philadelphia, Pennsylvania. The scope of work involves repairing and painting the exterior woodwork and masonry of the Bringhurst House and Deshler Morris House, replacing the wood shingle roof at the Deshler Morris House, installing new gutters and foundation waterproofing, and addressing some limited interior repairs. Contractors must have experience performing similar preservation and restoration work in accordance with the attached specifications. The National Park Service is seeking bids for all labor, materials, equipment, permits, bonds and insurance required to complete the exterior envelope improvements while minimizing future repairs and preserving the historic fabric of the structures. Proposals are due by the date listed in the solicitation number issued by the Department of the Interior National Park Service Northeast Region.

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Other files for this federal contract opportunity

Other files attached to INDE - DEMO EXTERIOR IMPROVEMENTS, newest first.
File	Type	Posted
Sol_140P4222R0014_Amd_0004.pdf	PDF	Jul 29, 2022
Amendment_4_(1)_0004.docx	DOCX document	Jul 29, 2022
Site_Visit_Attendees_0003.docx	DOCX document	Jul 22, 2022
Sol_140P4222R0014_Amd_0003.pdf	PDF	Jul 22, 2022
A06_Additional_Drawings_0002.pdf	PDF	Jul 16, 2022
Q___A_2nd_Visit_0002.docx	DOCX document	Jul 16, 2022
Sol_140P4222R0014_Amd_0002.pdf	PDF	Jul 16, 2022
Sol_140P4222R0014_Amd_0001.pdf	PDF	Jul 10, 2022
B03_Updated_WDOL_0001.txt	TXT text file	Jul 10, 2022
Q___A_0001.docx	DOCX document	Jul 10, 2022
B08_Solit_PSP_Vol_I_PastPerf_REQD.docx	DOCX document	Jun 26, 2022
Covid_Certification_of_Vaccination.pdf	PDF	Jun 26, 2022
B03_WDOL.txt	TXT text file	Jun 26, 2022
Sol_140P4222R0014.pdf	PDF	Jun 26, 2022
Vaccination_Certification_Notification.pdf	PDF	Jun 26, 2022
A04_Deshler_Morris_Exterior_repair_Final_final_Specs_6-21-22.pdf	PDF	Jun 26, 2022

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WALNUT STREET

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CHESTNUT STREET

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ARCH STREET

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VINE STREET

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BENJAMIN FRANKLIN BRIDGE

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DOCK

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GARAGE

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ADMINISTRATION

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OFFICES

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WASHINGTON

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SQUARE

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HQ.

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MAINTENANCE

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FACILITY

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NATIONAL MEMORIAL

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HALL

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LIBERTY

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BELL

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CENTER

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EDGAR ALLAN

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POE NHS

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GRAVEL DRIVEWAY

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GATE

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BRICK SIDEWALK

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PRIVY

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STONE

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WALK

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STONE WALK

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BRICK

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WALK

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STONE

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WALK

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BRICK

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WOOD DECK

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CONCRETE

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WALK

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BRICK

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GATE

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BRICK SIDEWALK

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BRICK

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CONCRETE

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SLAB

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GATE

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TO INDEPENDENCE SQUARE

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6 MILES

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WINDOW

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WELL

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STONE

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GRAVEL WALK

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7' HIGH WOOD FENCE

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7' HIGH WOOD FENCE

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GATE

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GATE

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BRICK

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BRINGHURST

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DESHLER

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-MORRIS

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GATE

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GERMANTOWN AVENUE

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CAMDEN

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FAIRMOUNT AVE.

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22ND ST.

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BROAD ST.

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6TH ST.

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5TH ST.

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3RD ST.

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4TH 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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DIAMOND

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LEHIGH

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ALLEGHENY AVE.

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GERMANTOWN

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AVE.

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WYOMING AVE.

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PHILADELPHIA

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HENRY AVE.

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AVE.

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PINE

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SOUTH

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CHESTNUT

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ST.

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RACE

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AVE.

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ST.

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CECIL

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MOORE

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AVE.

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KOSCIUSZKO

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MEMORIAL

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EDGAR ALLAN

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POE N.H.S.

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DESHLER-MORRIS

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& BRINGHURST HOUSES

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BELMONT AVE.

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6TH ST.

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DELAWARE

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RIVER

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SCHUYLKILL

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RIVER

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NEW

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JERSEY

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RIDGE

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AVE.

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ERIE AVE.

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RISING

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SUN

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AVE.

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HAVERFORD

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AVE.

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ERIE AVE.

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HISTORIC PARK

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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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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 DRAWING

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THIS PROJECT

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A/E FIRM - A/E CONTRACT NUMBER

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ARCH/PRIME:

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PROFESSIONAL SERVICES

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REVISION

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QUALITY DESIGN CERTIFICATION

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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 2 G2 SITE PLAN G2 SITE PLAN SITE PLAN 3 G3 SCAFFOLDING PLAN ARCHITECTURAL 4 A1 ROOF DEMOLITION PLAN A1 ROOF DEMOLITION PLAN ROOF DEMOLITION PLAN 5 A2 FLASHING PLAN A2 FLASHING PLAN FLASHING PLAN 6 A3 NEW ROOF PLAN A3 NEW ROOF PLAN NEW ROOF PLAN 7 A4 DESHLER-MORRIS EAST ELEVATION REPAIR A4 DESHLER-MORRIS EAST ELEVATION REPAIR DESHLER-MORRIS EAST ELEVATION REPAIR 8 A5 DESHLER-MORRIS WEST ELEVATION REPAIR A5 DESHLER-MORRIS WEST ELEVATION REPAIR DESHLER-MORRIS WEST ELEVATION REPAIR 9 A6 DESHLER-MORRIS NORTH&SOUTH ELEVATIONS REPAIR A6 DESHLER-MORRIS NORTH&SOUTH ELEVATIONS REPAIR DESHLER-MORRIS NORTH&SOUTH ELEVATIONS REPAIR 10 A7 DESHLER-MORRIS SITE PHOTOGRAPHS A7 DESHLER-MORRIS SITE PHOTOGRAPHS DESHLER-MORRIS SITE PHOTOGRAPHS 11 A8 DESHLER-MORRIS SCHEDULES & WORK PHOTOS A8 DESHLER-MORRIS SCHEDULES & WORK PHOTOS DESHLER-MORRIS SCHEDULES & WORK PHOTOS 12 A9 DESHLER-MORRIS WORK PHOTOS A9 DESHLER-MORRIS WORK PHOTOS DESHLER-MORRIS WORK PHOTOS 13 A10 BRINGHURST EAST ELEVATIONS A10 BRINGHURST EAST ELEVATIONS BRINGHURST EAST ELEVATIONS 14 A11 BRINGHURST WEST ELEVATION REPAIR A11 BRINGHURST WEST ELEVATION REPAIR BRINGHURST WEST ELEVATION REPAIR 15 A12 BRINGHURST NORTH&SOUTH ELEVATIONS REPAIR A12 BRINGHURST NORTH&SOUTH ELEVATIONS REPAIR BRINGHURST NORTH&SOUTH ELEVATIONS REPAIR 16 A13 BRINGHURST SITE PHOTOS A13 BRINGHURST SITE PHOTOS BRINGHURST SITE PHOTOS 17 A14 BRINGHURST SCHEDULES & WORK PHOTOS A14 BRINGHURST SCHEDULES & WORK PHOTOS BRINGHURST SCHEDULES & WORK PHOTOS 18 A15 BRINGHURST WORK PHOTOS A15 BRINGHURST WORK PHOTOS BRINGHURST WORK PHOTOS 19 A16 DETAILS A16 DETAILS DETAILS 20 A17 DETAILS A17 DETAILS DETAILS 21 A18 DETAILS A18 DETAILS DETAILS 22 A19 PRIVY A19 PRIVY PRIVY

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DESHLER-MORRIS HOUSE & PRIVY

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COVERSHEET & INDEX

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CONSTRUCTION DOCUMENTS

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ASSET PRESERVATION & MAINTENANCE

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INDEPENDENCE NHP

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INDE 25524 & 307798: REPLACE ROOFS AT DESHLER-MORRIS HOUSE & PRIVY

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DRAWING NO.

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PMIS/PKG NO.

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INDE 255524

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PENNSYLVANIA

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PHILADELPHIA

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BASICDATA

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INDEPENDENCE NATIONAL HISTORIC PARK

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NORTHEAST

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ALL

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GENERAL

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AutoCAD SHX Text P. Stephens

AutoCAD SHX Text & 307798

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INDEPENDENCE NATIONAL

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PHILADELPHIA

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& BRINGHURST HOUSES

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DESHLER-MORRIS

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2 2 2 2

APPROXIMATE PATH OF TRAVEL

REQUIRED POINT OF ENTRY

APPROXIMATE AREA AVAILABLE

FOR SCAFFOLDING

VEGETATION

BRICK PAVING

SCAFFOLDING NOTES:

1. THE DRAWING ILLUSTRATES DESIGN INTENT ONLY.

THE CONTRACTOR IS RESPONSIBLE FOR ALL

ASPECTS OF THE SCAFFOLDING DESIGN,

ERECTION, AND SAFETY. REFER TO THE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. THIS DRAWING AND THE PHOTOS CONTAINED

HEREIN ARE INTENDED TO SHOW THE GENERAL

SCOPE AND SITE CONDITIONS. THE CONTRACTOR

MUST VISIT THE SITE TO OBSERVE SITE

CONDITIONS THAT AFFECT THE ERECTION OF THE

SCAFFOLDING. NO MODIFICATIONS TO THE

CONTRACT WILL BE ALLOWED FOR CONDITIONS

THAT AFFECT THE SCAFFOLDING REQUIRED TO

CARRY OUT THE WORK THAT ARE OBSERVABLE BY

AND SHOULD BE APPARENT TO AN OBSERVER

KNOWLEDGEABLE IN THE ERECTION OF

SCAFFOLDING.

3. MINOR ALTERATIONS TO THE PATHS OF TRAVEL

FOR NPS STAFF AND THE PUBLIC MAY BE ALLOWED

UPON APPROVAL BY THE C.O.

4. PROTECT PAVING, PLANTINGS AND OTHER SITE

FEATURES FROM DAMAGE.

ACCESS MAY BE LIMITED ON ADJACENT PROPERTY.

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DESHLER-MORRIS

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HOUSE

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BRINGHURST

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HOUSE

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PRIVY

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TITLE OF SHEET

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SCAFFOLD PLAN

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DESIGNED:

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CADD:

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TECH REVIEW:

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DATE:

AutoCAD SHX Text 12/3/2021

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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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SCAFFOLDING PLAN

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LEGEND

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DESHLER-MORRIS HOUSE & BRINGHURST HOUSE

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INDE 255524

& 307798

REMOVE EXISTING

CEDAR SHINGLE

ROOFING, FLASHINGS,

AND UNDERLAYMENTS.

SEE BASIS OF BID FOR

LATH REATTACHMENT.

EXISTING FLAT SEAM TO REMAIN. INSPECT

FOR DEFECTS AND LEAKS AND REPORT

SAME IN WRITING TO THE CO ALONG WITH

PROPOSAL FOR REPAIRS. NO WORK TO

THE STANDING SEAM ROOF, EXCEPT AS

NOTED ELSEWHERE IN THE DRAWINGS, IS

TO BE PERFORMED WITHOUT WRITTEN

INSTRUCTIONS FROM THE CO.

ROOF DEMOLITION PLAN

SCALE: 3" = 1'-0" A1

REMOVE BASE

FLASHING AT

CHIMNEY, TYP.

INSPECT EPDM

ROOF AND

REPORT ON

EXISTING

CONDITION

REMOVE EXISTING CEDAR

SHINGLE ROOFING, FLASHINGS,

AND UNDERLAYMENTS. SEE

BASIS OF BID FOR LATH

REATTACHMENT.

INSPECT EXISTING

CHIMNEY CAP &

REPORT CONDITION

TO CO. SEE BASIS OF

BID FOR

REPLACEMENT

REQUIREMENTS, TYP.

CAREFULLY

REMOVE &

SALVAGE THE

EXISTING

TRELLIS FOR

REUSE.

REMOVE FLASHING AT

ROOF HATCH, REMOVE

EXISTING SHEET

METAL HATCH

COVERING.

REMOVE VALLEY

FLASHING.

EXISTING STANDING SEAM TO REMAIN. INSPECT

FOR DEFECTS AND LEAKS AND REPORT SAME IN

WRITING TO THE CO ALONG WITH PROPOSAL FOR

REPAIRS. NO WORK TO THE STANDING SEAM

ROOF, EXCEPT AS NOTED ELSEWHERE IN THE

DRAWINGS, IS TO BE PERFORMED WITHOUT

WRITTEN INSTRUCTIONS FROM THE CO.

INSPECT EXISTING

TRELLIS FOR DAMAGE.

SEE BASIS OF BID FOR

REQUIRED WORK

REMOVE

FLASHING AT

CHIMNEY

NOTES:

1. WHERE REQUIRED FOR THE WORK REMOVE EXISTING LIGHTNING

ARRESTOR SYSTEM, SALVAGE FOR REUSE. TYP.

2. REMOVE EXISTING FLASHING. SALVAGE ONE SET OF SPECIAL SHAPES

OR CONFIGURATIONS AS EXAMPLES. REVIEW FLASHING CONDITIONS

WITH THE COR TO DETERMINE REPLACEMENT REQUIREMENTS.

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TITLE OF SHEET

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ROOF DEMOLITION PLAN

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DESIGNED:

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CADD:

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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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DESHLER-MORRIS HOUSE

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INDE 255524

FLASHING NOTES:

1. FLASHING LAYOUT AS SHOWN IS GENERAL IN

NATURE AND INTENDED TO ILLUSTRATE THE

GENERAL LAYOUT OF THE REQUIRED FLASHING. THE

CONTRACTOR IS RESPONSIBLE FOR ALL FLASHING

REQUIRED FOR A WEATHER TIGHT ROOFING

INSTALLATION WHETHER SHOWN OR NOT.

2. DRIP EDGE IS NOT REQUIRED AT RAKES UNLESS

SHOWN.

3. PROVIDE A FULL SIZE MOCK UP OF FLASHING

SHAPES REQUIRED WHERE FLASHING FOR THE

SKYLIGHTS CONFLICTS WITH THE FLASHING FOR

THE ROOF ACCESS HATCHES AND CHIMNEY

CRICKETS. APPROVED SHAPES WILL BE RETURNED

TO THE CONTRACTOR FOR INCLUSION IN THE WORK

WHERE APPROPRIATE.

4. EXISTING METAL CHIMNEY CAPS AND BIRD

SCREENING TO BE REMOVED. SALVAGE EXISTING

GALV. METAL FRAMES, CLEAN OF RUST AND DIRT.

REPAIR FRAMES AS NEEDED, AND PAINT WITH RUST

INHIBITING PRIMER AND PAINT FORMULATED FOR

GALVANIZED FERROUS METAL. INSTALL NEW 34"

PRESSURE TREATED PLYWOOD ON CHIMNEY CAP

FRAMES ON FRAME AND COVER WITH NEW FLAT

SEAMED LEAD COATED COPPER ROOFING SHT.

METAL OVER FELT AND ROSIN PAPER. AND

REINSTALL. AFTER CLEANING, REPAIRS AND

PAINTING INSTALL NEW 14" MESH GALVANIZED

SCREENS AT OPEN FLUE/CHIMNEY BIRD

PROTECTION. TYP. AT ALL CHIMNEYS.

5. INSPECT FLAT SEAM AND STANDING SEEM ROOFS.

10% RESODERING APPROXIMATED.

Legend

Sheet Metal Flashing.

Note Mod. Bitumen Base Sheet and/or Shingle Breather Extend or Continue Under Flashing @ Ridge and Other Locations. See Details.

Self Adhering Modified Bitumen Base Sheet w/ Rigid Matrix Shingle Breather Over

Sheet Metal Chimney Cap

A16

ROOF FLASHING PLAN

SCALE: 3" = 1'-0" A2

EXISTING

TRELLIS

EXISTING RAILING

& POSTS

EXISTING

GUTTER

METAL FLASHING TYP.

EXISTING GUTTER,

CLEAN AND

INSPECT. MAKE

MINOR

ADJUSTMENTS FOR

DRAINAGE. TYP.

A16

6' 8' OC TYP

6' FROM EDGE

8' OC TYP

A16

"D" RING SAFETY TIE OFF TYP. INSTALL

ACCORDING TO MANUFACTURER'S

INSTRUCTIONS. LOCATIONS SHOWN

ARE APPROXIMATE, ADJUST TO PLACE

OVER RAFTER. MAXIMUM SPACING 8'-0"

BETWEEN TIE OFFS, MIN.

LOCATION/DISTANCE FROM EDGE 6'-0"

RECORD THE EXISTING

ATTACHMENT METHOD

OF TRELLIS TO SHINGLE

ROOF. REUSE

HARDWARE USE THE

SAME DETAILS.

A16

LAP POLE GUTTER

SHEET METAL OVER

VALLEY FLASHING INSTALL

DIVERTER AS DIRECTED

SHED ROOF FLASHING

AT LOWER WALL.SEE

DETAIL 9/A16

Self Adhering Modified Bitumen Base Sheet

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DESHLER-MORRIS HOUSE FLASHING PLAN

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TITLE OF SHEET

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DESIGNED:

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CADD:

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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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INDE 255524

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12/3/2021

CLEAN EXISTING HUNG GUTTERS,

INSPECT AND MAKE MINOR

ADJUSTMENTS TO ENSURE

PROPER DRAINAGE TO

DOWNSPOUTS. REPORT ANY

DAMAGE OR LEAKS TO THE CO IN

WRITING. NO FURTHER WORK

REQUIRED UNDER CONTRACT.

NEW WOOD SHINGLE

ROOFING REQUIRED AT

ALL EXISTING WOOD

SHINGLE ROOFS.

APPLY SPECIFIED

WATERPROOFING TO TOP

SURFACE ONLY OF ALL

EXPOSED MASONRY

ABOVE ROOF LINE TYP.

NOTE: DIMENSIONS & ROOF

SLOPES GIVEN ARE

APPROXIMATE. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING

ALL FIELD CONDITIONS AND

MEASUREMENTS.

72'-1"

105'-8"

36'-7"36'-7"

18'-10"

19'-11"

36'-10"

OPEN VALLEY FLASHING,

TYP.

NEW ROOF PLAN

SCALE: 3" = 1'-0" A3

9'-8"

15'-5"16'-4" 17'-11"

A16

4A16

A16

REPLACE CHIMNEY

CAP, TYP.

REPLACE CHIMNEY

CAP, TYP.

NEW CHIMNEY CAP REMOVE MORTAR WASH AT TOP OF CHIMNEY, CUT

OUT AND RE-POINT MORTAR JOINTS AT TOP OF

CHIMNEY, TYP. AT EACH CHIMNEY. INSPECT AND

REPAIR REMAINING CHIMNEY MASONRY AS

REQUIRED. SEE BASIS OF BID FOR QUANTITIES.

REPLACE CHIMNEY CAP,

TYP.

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DESHLER-MORRIS HOUSE NEW ROOF PLAN

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TITLE OF SHEET

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DESIGNED:

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CADD:

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TECH REVIEW:

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DATE:

AutoCAD SHX Text 12/3/2021

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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 175160

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INDE 255524

REMOVE PAINT,

CLEAN, PREP

AND REPAINT

SEE

CLEAN, REPAIR,

REPAINT

CORNICE

REMOVE EXISITING

REPAIR, CLEAN,

REPAINT

SEE

REPLACE

FAILED

GLAZIN, TYP.

REMOVE AND

REPLACE EXISTING

ROTTED TRIM SEE

CLEAN, PREP,

PAINT

REPLACE DAMAGED

FLOOR BOARDS IN THEIR

ENTIRETY, SEE DETAIL

FOR REMOVAL METHODS

WASH, PREP,

AND PAINT

PORCH

CEILING

REPLACEMENT,

BOTTOM

HINGES

SEE

REMOVE

EXISTING

TREE

REATTACH

RIVETS TO

SHUTTER

LOCKBAR

INSPECT EPDM

MEMBRANE FOR

OPEN SEAMS,

LEAKS, AND

DAMAGE. REPORT

ON CONDITION IN

WRITING TO CO.

RESET & ALIGN

RAKE BOARDS

TO THE EXTENT

POSSIBLE

WITHOUT

REMOVAL.

WHERE REMOVAL OF EXISTING

LIGHTNING ARRESTORS AND RODS

ARE REQ'D TO ACCOMPLISH THE

WORK, SALVAGE & REINSTALL IN

ORIGINAL LOCATIONS, REPLACE

BROKEN OR DAMAGED PIECES &

REATTACH TO THE EXISTING

SYSTEM. ALL WORK IS TO BE DONE

BY COMPANY EXPERIENCED &

QUALIFIED TO INSTALL & SERVICE

LIGHTNING ARRESTOR SYSTEMS.

CLEAN, PREP,

PRIME, AND

PAINT ALL

WINDOWS, TYP.

SEE OPTION 2

FOR WORK ON

SHUTTERS ON

SIDES & REAR.

CLEAN

EXISTING

GUTTERS

REPLACE

SILL

FLAT SEAM

METAL ROOF

CLEAN AND

INSPECT.

REPORT

DAMAGE OR

LEAKS TO CO.

EAST ELEVATION

N.T.S. A4

CUT OUT &

REPLACE

SQUIRREL

DAMAGED

MOLDING

INSPECT EXTERIOR TRIM, REPAIR AS

SPECIFIED, REPLACE WOOD TRIM BEYOND

REPAIR AFTER VERIFYING REPLACEMENT

W/CO SEE BASIS OF BID FOR QUANTITIES,

NEW MOLDINGS TO MATCH THAT WHICH

THEY REPLACE IN SIZE, SHAPE, PROFILE

AND SPECIES.

CLEAN &

INSPECT THE

EXISTING

GUTTER,MAKE

ADJUSTMENTS

AS REQUIRED

FOR PROPER

DRAINAGE.

REPOINT FAILED

JOINTS IN STEPS

INCLUDING SIDE

WALLS.

GENERAL NOTES:

1. ALL WINDOWS AND TRIM MUST

BE CLEANED, REGLAZED, AND

REPAINTED.

2. INTERIOR AND EXTERIOR OF

SASHES ON ALL WINDOWS

MUST BE CLEANED AND

REPAINTED. REPAIRS ARE

NEEDED AS NOTED.

3. REMOVE EXISTING WINDOW

SASH AND TAKE OFF SITE FOR

PREP PAINTING AND GLAZING

WORK. WINDOW OPENINGS

MUST BE FILLED SECURELY

WITH 34" PLYWOOD WHILE SASH

ARE OUT.

4. REMOVE STORM WINDOWS

WHERE FOUND FOR FRAME AND

SILL WORK.

5. DOORS MUST BE CLEANED,

REPAIRED AS NOTED, AND

REPAINTED.

6. REMOVE, CLEAN, REPAIR, PAINT

AND REINSTALL WINDOW WELL

COVERS. CLEAN OUT WINDOW

WELLS, TYP.

7. INTERIOR PLASTER WORK

REQUIRED AS NOTED.

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DESHLER-MORRIS HOUSE EAST ELEVATION

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TITLE OF SHEET

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DESIGNED:

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CADD:

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TECH REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12/3/2021

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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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INDE 255524

MOISTURE ENTERING

BUILDING; EPDM

MORTAR IN SASH

REPAIR, CLEAN,

AND PAINT

INTERIOR

PLASTER DAMAGE

CUT OUT AS

INDICATED AND

PATCH CRACKS IN

STUCCO MATCH

COLOR, SEE BASIS

OF BID FOR

QUANTITY

WEST ELEVATION

N.T.S. A5

CLEAN, AND PAINT

EXISTING SIDING.

SEE BASIS OF BID

FOR REPAIR

QUANTITIES.

CLEAN, AND PAINT

EXISTING

EXTERIOR WOOD

TRIM TYP. SEE

BASIS OF BID FOR

REPAIR

QUANTITIES.

WHERE REMOVAL OF EXISTING

LIGHTNING ARRESTORS AND RODS

ARE REQ'D TO ACCOMPLISH THE

WORK, SALVAGE & REINSTALL IN

ORIGINAL LOCATIONS, REPLACE

BROKEN OR DAMAGED PIECES &

REATTACH TO THE EXISTING

SYSTEM. ALL WORK IS TO BE DONE

BY COMPANY EXPERIENCED &

QUALIFIED TO INSTALL & SERVICE

LIGHTNING ARRESTOR SYSTEMS. GENERAL NOTES:

1. ALL WINDOWS AND TRIM MUST

BE CLEANED, REGLAZED, AND

REPAINTED.

2. INTERIOR AND EXTERIOR OF

SASHES ON ALL WINDOWS

MUST BE CLEANED AND

REPAINTED. REPAIRS ARE

NEEDED AS NOTED.

3. REMOVE EXISTING WINDOW

SASH AND TAKE OFF SITE FOR

PREP PAINTING AND GLAZING

WORK. WINDOW OPENINGS

MUST BE FILLED SECURELY

WITH 34" PLYWOOD WHILE SASH

ARE OUT.

4. REMOVE STORM WINDOWS

WHERE FOUND FOR FRAME AND

SILL WORK.

5. DOORS MUST BE CLEANED,

REPAIRED AS NOTED, AND

REPAINTED.

6. REMOVE, CLEAN, REPAIR, PAINT

AND REINSTALL WINDOW WELL

COVERS. CLEAN OUT WINDOW

WELLS, TYP.

7. INTERIOR PLASTER WORK

REQUIRED AS NOTED.

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DESHLER-MORRIS HOUSE WEST ELEVATION

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TITLE OF SHEET

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DESIGNED:

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CADD:

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TECH REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12/3/2021

AutoCAD SHX Text

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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INDE 255524

CLEAN, PREP,

PRIME, & PAINT

ALL WINDOWS,

TYP.

REGLAZE, TYP.

ALL WINDOWS

BOTH HOUSES

RESET/LEVEL

STAIRS &

REPOINT

REPLACE WINDOW

WELL COVER TO

MATCH EXISTING

REPLACE

WOOD BOOT

REPLACE

WOOD BOOT

ADD METAL

DRIP EDGE TO

CORNICE END

REPLACE

CRACKED

PANE

REPLACE

BOTTOM RAIN

GUARD ON DOOR,

SEE PHOTO

CAREFULLY REMOVE SIDING & RAKE AS

REQUIRED TO INSTALL NEW FLASHING

AS SHOWN. REINSTALL SIDING & RAKE

CLEAN & PAINT. SEE DETAIL

NORTH ELEVATION

N.T.S. A6

1 SOUTH ELEVATION

N.T.S. A6

CLEAN, PREP, AND

PAINT PORTICO

AND FRONT DOOR

A17

WHERE REMOVAL OF EXISTING

LIGHTNING ARRESTORS AND RODS

ARE REQ'D TO ACCOMPLISH THE

WORK, SALVAGE & REINSTALL IN

ORIGINAL LOCATIONS, REPLACE

BROKEN OR DAMAGED PIECES &

REATTACH TO THE EXISTING

SYSTEM. ALL WORK IS TO BE DONE

BY COMPANY EXPERIENCED &

QUALIFIED TO INSTALL & SERVICE

LIGHTNING ARRESTOR SYSTEMS.

CUT OUT & PATCH

CRACKS IN STUCCO AS

SPECIFIED OR DIRECTED.

MATCH EXISTING

STUCCO. SEE BASIS OF

BID FOR QUANTITY.

REPLACE ROTTED FLOORING BOARDS SEE

DETAIL

A17

REMOVE HANDRAIL FOR FLOORING WORK,

CLEAN, PREP PAINT AND REINSTALL.

GENERAL NOTES:

1. ALL WINDOWS AND TRIM MUST

BE CLEANED, REGLAZED, AND

REPAINTED.

2. INTERIOR AND EXTERIOR OF

SASHES ON ALL WINDOWS

MUST BE CLEANED AND

REPAINTED. REPAIRS ARE

NEEDED AS NOTED.

3. REMOVE EXISTING WINDOW

SASH AND TAKE OFF SITE FOR

PREP PAINTING AND GLAZING

WORK. WINDOW OPENINGS

MUST BE FILLED SECURELY

WITH 34" PLYWOOD WHILE SASH

ARE OUT.

4. REMOVE STORM WINDOWS

WHERE FOUND FOR FRAME AND

SILL WORK.

5. DOORS MUST BE CLEANED,

REPAIRED AS NOTED, AND

REPAINTED.

6. REMOVE, CLEAN, REPAIR, PAINT

AND REINSTALL WINDOW WELL

COVERS. CLEAN OUT WINDOW

WELLS, TYP.

7. INTERIOR PLASTER WORK

REQUIRED AS NOTED.

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DESHLER-MORRIS HOUSE NORTH & SOUTH ELEVATIONS

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TITLE OF SHEET

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DESIGNED:

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CADD:

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TECH REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12/3/2021

AutoCAD SHX Text

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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INDE 255524

1ST STORY WINDOW BLINDS/SHADES

N.T.S. A8

WINDOW WELL COVERS

N.T.S. A8

W001

W003 W004 W005 W006

W101 W102 W103 W104 W105 W106 W107 W108 W109 W110 W111 W112 W113 W114 W115 W116

W117 W118 W119 W120 W121 W201 W202 W203 W204 W205 W206 W207 W208 W209 W210 W211 W212 W213 W214 W215 W216 W217 W218 W219 W220 W301

W302 W303 W304

WINDOW SCHEDULE DESHLER-MORRIS

MARK NEW (N)

EXISTING (E)

REMARKS

D101 D102 D103 D104 D105

DOOR SCHEDULE DESHLER-MORRIS

MARK NEW (N)

EXISTING (E)

REMARKS

S101 E S102 S103

SHUTTER SCHEDULE DESHLER-MORRIS

D203

D201 D202

D001 E CLEAN, PREP & PAINT

D401

S104 S105 S106 S107 S108 S109 S110

S112 S113 S114 S115 S116 S117 S118 S119

S121 S122 S123 S124 S125 S126 S127 S128 S129

S111

S120

S131 S132 S133 S134 N S135 N

S130

S201 E S202 S203 S204 S205 S206 S207 S208 S209 S210

S212 S211

REPAIR REPLACEMENT

N.T.S.

ROTTED TRIM (TYP.)

N.T.S.

1ST STORY PORCH

N.T.S. A8

6SHUTTER DAMAGE (TYP.)

N.T.S.

STAIR DETAIL

N.T.S. A8

REPLACE LOCK

REPLACE LOCK, REPLACE BROKEN PANE

REPLACE BROKEN PANE

MARK FINISH REMARKS

FRAME SASH

CLEAN, PREP,

& PAINT

WINDOW

REGLAZE

FINISH

CLEAN, PREP, PAINT

REPAIR INTERIOR SILL DAMAGE

REPLACE SILL, CLEAN & PAINT SILL

CLEAN & PAINT INTERIOR SILLS

MOISTURE ENTERING BUILDING, EPDM MORTAR IN

SASH, CLEAN & PAINT SILLS

CLEAN & PAINT SILLS

REPAIR, CLEAN, & PAINT

FINISH

1. CUT RIVET HEADS OFF TO

REMOVE DAMAGED HINGES.

REPAIR OR REPLACE HINGES

THAT ARE NO LONGER

FUNCTION. RESET USING

STOVE BOLTS. REMOVE AND

REPLACE ROTTED OR

DAMAGED WOOD RAILS,

STILES, PANELS AND LOUVERS.

SEE BASIS OF BID FOR

QUANTITIES.

2. STRIP, CLEAN, AND REATTACH

3. REMOVE, CLEAN, & PREP

EXISTING HARDWARE &

REINSTALL

REMOVE & REPLACE ROTTED TRIM

REPAIR TO CLOSE WINDOW PROPERLY, REPLACE

WINDOW WELL COVER

REPLACE EXISTING REPAIR

REPAIR TOP CORNERS, CLEAN, PREP, PAINT

ENTIRE FRAME

REPAIR SILL

REPAIR SILL WITH DUTCHMAN

CAULK SEAMS AT STONE WORK

REPLACE WINDOW WELL COVER TO MATCH EXISTING

CLEAN, PAINT, REGLAZE SILL AND SASH

A17

CLEAN, REGLAZE, PREP, PAINT

REMOUNT, CLEAN, PREP, REGLAZE, PAINT

W002 a b a b

SILL DETAIL AT SOUTHEAST

CORNER OF REAR WING. CLEAN &

CAULK JOINT PRIOR TO PAINTING.

REPAIR/REPLACE

AS REQUIRED

CUT OUT DAMAGED T&G FLOORING

& REPLACE. SEE DETAIL

TYP. AS REQUIRED.

REPLACE DAMAGED BOARDS IN

THEIR ENTIRETY, NO SPLICING.

CLEAN OUT &

REPAINT

JOINTS IN

STEPS TYP.

REPAIR/REPLACE

AS REQUIRED,

SEE BASIS OF

BID.

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DESHLER-MORRIS HOUSE SCHEDULES AND WORK PHOTOS

AutoCAD SHX Text A8

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TITLE OF SHEET

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DESIGNED:

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CADD:

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AutoCAD SHX Text

TECH REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12/3/2021

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

AutoCAD SHX Text

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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INDE 255524

TYP. STUCCO CONDITION

N.T.S. A9

2SHUTTER CONDITION (TYP.)

N.T.S. A9

1 SILL DETAIL

N.T.S. A9

4SILL DETAIL

N.T.S. A9

PLASTER DAMAGE (TYP.)

N.T.S. A9

6WALL CONDITION (TYP.)

N.T.S. A9

5 GUTTER CONDITION

N.T.S. A9

8GUTTER CONDITION (TYP.)

N.T.S. A9

WALL REPAIR

N.T.S. A9

10WOOD DOWNSPOUT BOOT (TYP.)

N.T.S. A9

CAULK OPEN JOINTS

PRIOR TO PAINTING. TYP.

CUT OUT DAMAGED PLASTER & LATH TO SUBSTRATE.

CLEAN & MAKE READY FOR NEW PLASTER. RELATH AS

DIRECTED. REPLASTER. SEE BASIS OF BID FOR

QUANTITY REQUIRED.

a b a b a b

SEE SHUTTER SCHEDULE &

BASIS OF BID FOR WORK ON

SHUTTERS.

REMOVE TRELLIS FOR

STUCCO REPAIRS. CLEAN

PREP & PAINT TRELLIS &

REINSTALL

CUT OUT & REPAIR

CRACK TYP. SEE BASIS

OF BID FOR QUANTITY.

CUT OUT ROT & INSTALL

DUTCHMAN. WHERE

EXTENSIVE ROT OR

DAMAGE IS FOUND. TYP.

INSPECT & REPORT ON CONDITION OF STUCCO,

FLASHING, & SIDING. REPORT ANY LEAKS, HOLES, OR

DAMAGE. RECAULK FLASHING. CLEAN & PAINT. SEE

BASIS OF BID FOR STUCCO & SIDING REPAIR.

CLEAN, PREP & PAINT BALUSTRADE. PROTECT METAL

ROOF, FLASHING & GUTTER FROM DRIPS OVER

PAINTING, ETC. TYP.

CLEAN, PREP & PAINT BALUSTRADE. PROTECT METAL

ROOF, FLASHING & GUTTER FROM DRIPS OVER

PAINTING, ETC. TYP.

A17

REMOVE EXISTING WOOD DOWNSPOUT BOOTS.

SALVAGE FOR GUIDE IN CONSTRUCTING NEW

DOWNSPOUT BOOTS. MATCH EXISTING CONSTRUCTION

DETAILS. REUSE ATTACHMENT HARDWARE.

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TITLE OF SHEET

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WORK PHOTOS

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DESIGNED:

AutoCAD SHX Text pfs

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CADD:

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AutoCAD SHX Text

TECH REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12/3/2021

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

AutoCAD SHX Text A9

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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 175160

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DESHLER-MORRIS HOUSE

AutoCAD SHX Text

INDE 255524

GENERAL NOTES:

1. ALL WINDOWS AND TRIM MUST

BE CLEANED, REGLAZED, AND

REPAINTED.

2. INTERIOR AND EXTERIOR OF

SASHES ON ALL WINDOWS

MUST BE CLEANED AND

REPAINTED. REPAIRS ARE

NEEDED AS NOTED.

3. REMOVE EXISTING WINDOW

SASH AND TAKE OFF SITE FOR

PREP PAINTING AND GLAZING

WORK. WINDOW OPENINGS

MUST BE FILLED SECURELY

WITH 34" PLYWOOD WHILE SASH

ARE OUT.

4. REMOVE STORM WINDOWS

WHERE FOUND FOR FRAME AND

SILL WORK.

5. DOORS MUST BE CLEANED,

REPAIRED AS NOTED, AND

REPAINTED.

6. REMOVE, CLEAN, REPAIR, PAINT

AND REINSTALL WINDOW WELL

COVERS. CLEAN OUT WINDOW

WELLS, TYP.

7. INTERIOR PLASTER WORK

REQUIRED AS NOTED.

EAST ELEVATION

N.T.S. A10

REPLACE DOOR. SEE

DOOR SCHEDULE.

TYP. WHERE CONDITION

EXISTING. REMOVE SILL FRONT

PIECE WHERE LOOSE OR WHERE

GAP EXISTS. CLEAN JOINT TO

ARCHIVE TIGHT FIT & REATTACH.

REPLACE

GUTTER

EXCAVATION

LINE FOR

FOUNDATION

DRAIN

100% REPOINTING AND LIMITED BRICK REPLACEMENT

ALONG WEST ELEVATION UP TO 1ST STORY WINDOW

SILL HEIGHT OF WINDOW 110 INCLUDING BRICK

EXPOSED DURING FOUNDATION DRAINAGE

INSTALLATION. SEE DETAIL

REMOVE ROTTED

SILL, REPLACE WITH

NEW MATCHING,

CLEAN, PREP, PAINT

REPAIR,

CLEAN, AND

PAINT LOOSE

WINDOW BEAD

REPLACE MISSING

SHUTTERS, AT WINDOW

W106 PROVIDE

HARDWARE REQUIRED

FOR COMPLETE

INSTALLATION SEE

BASIS OF BID.

TYP. REMOVE SILL FRONT

PIECE WHERE LOOSE OR

WHERE GAP EXISTS. CLEAN,

PREP, PAINT, REATTACH

LIGHTNING

ARRESTORS,

TYP.

REPAIR SILLS

AS NEEDED

TYP.

2'-0"

REMOVE LIGHTNING ARRESTOR

THIS CORNER OF ROOF, PATCH

EPDM ROOF & REATTACH

LIGHTNING ARRESTOR. ALL WORK

ON LIGHTNING ARRESTOR

SYSTREM TO BE DONE BY

QUALIFIED INSTALLERS.

A17

FOUNDATION

DRAIN

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BRINGHURST HOUSE EAST ELEVATION & WINDOW REPAIRS

AutoCAD SHX Text A10

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TITLE OF SHEET

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DESIGNED:

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CADD:

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TECH REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12/3/2021

AutoCAD SHX Text

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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INDE 255524

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S109

NOTE: ACCESS TO THIS ELEVATION IS

RESTRICTED BY CLOSE PROXIMITY TO

NEIGHBORING PROPERTY.

WEST ELEVATION

N.T.S. A11

CUT OUT CRACKS IN STUCCO &

PATCH. PATCHING TO MATCH

EXISTING STUCCO COLOR

TEXTURE & TOOLING, TYP.

GENERAL NOTES:

1. ALL WINDOWS AND TRIM MUST

BE CLEANED, REGLAZED, AND

REPAINTED.

2. INTERIOR AND EXTERIOR OF

SASHES ON ALL WINDOWS

MUST BE CLEANED AND

REPAINTED. REPAIRS ARE

NEEDED AS NOTED.

3. REMOVE EXISTING WINDOW

SASH AND TAKE OFF SITE FOR

PREP PAINTING AND GLAZING

WORK. WINDOW OPENINGS

MUST BE FILLED SECURELY

WITH 34" PLYWOOD WHILE SASH

ARE OUT.

4. REMOVE STORM WINDOWS

WHERE FOUND FOR FRAME AND

SILL WORK.

5. DOORS MUST BE CLEANED,

REPAIRED AS NOTED, AND

REPAINTED.

6. REMOVE, CLEAN, REPAIR, PAINT

AND REINSTALL WINDOW WELL

COVERS. CLEAN OUT WINDOW

WELLS, TYP.

7. INTERIOR PLASTER WORK

REQUIRED AS NOTED.

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BRINGHURST HOUSE WEST ELEVATION & WINDOW REPAIRS

AutoCAD SHX Text A11

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TITLE OF SHEET

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text pfs

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CADD:

AutoCAD SHX Text pfs

AutoCAD SHX Text

TECH REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 12/3/2021

AutoCAD SHX Text

INDEPENDENCE NATIONAL HISTORICAL PARK

AutoCAD SHX Text

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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INDE 255524

REBUILD OR REPLACE

WINDOW WELL COVER

TO MATCH EXISTING

REPLACE FORMER

DUTCHMAN REPAIR

REMOVE LOOSE FAILED

MORTAR FROM STEPS,

CLEAN JOINTS AND

REPOINT AS SPECIFIED.

LIGHTNING

ARRESTORS,

TYP.

INSPECT WOOD FOR

ROT, REPAIR AS

NEEDED, CLEAN, PAINT.

TYP.

REMOVE & REPLACE

ROTTED WOODMATCH

EXISTING , SEE BASIS OF

BID FOR QUANTITY, TYP.

CLEAN & CAULK JOINT.

PROVIDE BACKER ROD IF

NEEDED

NORTH ELEVATION

N.T.S.

1 SOUTH ELEVATION

N.T.S.

A12 A12

CUT OUT CRACKED OR FAILED

OR MISSING MASONRY JOINTS

4" & REPOINT NEW MORTAR TO

MATCH EXISTING MORTAR

STRENGTH COLOR & PROFILE,

TYP. SEE BASIS OF BID FOR

QUANTITIES.

SPOT REPOINTING AND LIMITED

BRICK REPLACEMENT, SEE BASIS

OF BID. OPTION # 3 AFFECTS

THIS WORK. FOUNDATION

DRAINAGE BEYOND.

LINE OF BASEMENT

STRIP, CLEAN,

PREP, PAINT

DOOR & FRAME

GENERAL NOTES:

1. ALL WINDOWS AND TRIM MUST

BE CLEANED, REGLAZED, AND

REPAINTED.

2. INTERIOR AND EXTERIOR OF

SASHES ON ALL WINDOWS

MUST BE CLEANED AND

REPAINTED. REPAIRS ARE

NEEDED AS NOTED.

3. REMOVE EXISTING WINDOW

SASH AND TAKE OFF SITE FOR

PREP PAINTING AND GLAZING

WORK. WINDOW OPENINGS

MUST BE FILLED SECURELY

WITH 34" PLYWOOD WHILE SASH

ARE OUT.

4. REMOVE STORM WINDOWS

WHERE FOUND FOR FRAME AND

SILL WORK.

5. DOORS MUST BE CLEANED,

REPAIRED AS NOTED, AND

REPAINTED.

6. REMOVE, CLEAN, REPAIR, PAINT

AND REINSTALL WINDOW WELL

COVERS. CLEAN OUT WINDOW

WELLS, TYP.

7. INTERIOR PLASTER WORK

REQUIRED AS NOTED.

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BRINGHURST HOUSE NORTH & SOUTH ELEVATIONS & WINDOW REPAIRS

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TITLE OF SHEET

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DESIGNED:

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TECH REVIEW:

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DATE:

AutoCAD SHX Text 12/3/2021

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INDEPENDENCE NATIONAL HISTORICAL PARK

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SUB SHEET NO.

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INDE 255524

NTS

PHOTO KEY PLAN

NOTE:

PHOTO'S ARE INTENDED TO PROVIDE A GENERAL

SENSE OF SITE CONDITIONS. THEY ARE NOT

INTENDED TO REPRESENT ALL SITE CONDITIONS

THAT MAY AFFECT THE WORK. THE CONTRACTOR IS

RESPONSIBLE FOR VISITING THE SITE TO VERIFY

CONDITIONS.

POTENTIAL CONTRACTOR'S

STAGING AREA.

NTS

Bringhurst South Elevation2

NTS

3 Bringhurst West Elevation

NTS

Bringhurst North Elevation1

A13

NTS

4 Bringhurst East Elevation

A13 A13

A13 NTS

5 STAGING AREA

A13

REPLACE EXISTING DOOR

WITH NEW RAIL & STILE

FOUR PANEL DOOR

MATCHING DOOR 104

REMOVE & REPLACE EXISTING DAMAGED

HUNG GUTTER IN ITS ENTIRETY.

EXISTING UNDAMAGED STIRRUP

HANGERS MAY BE REUSED, PROVIDE

NEW STIRRUP HANGERS AS REQUIRED

SHUTTERS & BLINDS ON THIS ELEVATION

ARE INCLUDED IN THE BASE BID.

INCLUDE REPAIRS, PREP WORK &

PAINTED IN BASE BID.

PROPOSED STAGING AREA

LIMITED ACCESS TO WEST SIDE OF

BRINGHURST HOUSE ON NEIGHBORING

PROPERTY.

NEIGHBORING PROPERTY

INCLUDE 1 PAIR NEW OF SHUTTERS IN

BASE BID. HARDWARE SHALL MATCH

CORRESPONDING HARDWARE ON 1ST

FLOOR SHUTTERS OF NORTH ELEVATION.

a b c

FOUNDATION DRAINAGE

ALONG THIS WALL

a b

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BRINGHURST HOUSE SITE PHOTOGRAPHS

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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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INDE 255524

TYP. WINDOW CONDITION

N.T.S.

2WINDOW DETAIL

N.T.S. A15

1 TYP. EXTERIOR REPOINTING

N.T.S.

4WALKWAY SETTLEMENT

N.T.S.

A15 A15 A15

BRICK PAVER SETTLEMENT

N.T.S.

6TYP. MASONRY CRACKING

N.T.S. A15

5 PORCH ROOF CONDITION

N.T.S.

8DORMER WINDOW CONDITION

N.T.S.

A15 A15 A15

TYP. INTERIOR DAMAGE

N.T.S.

A15

CUT BACK DAMAGED OR FAILED PLASTER

TO LATH OR SUBSTRATE. CLEAN & MAKE

READY FOR NEW PLASTER. REPLASTER

ACCORDING TO SPECIFICATIONS.

REPLACE MISSING PARTING

BEADS & RESET LOOSE

PARTING BEADS, TYP.

CUT OUT FAILING DUTCHMAN REPAIRS &

REPLACE. RESET HISTORIC HARDWARE

WHERE AVAILABL, INSTALL NEW WHERE

HARDWARE IS MISSING, SEE BASIS OF BID

FOR HARDWARE QUANTITIES.

RESET EXISTING STONE TO ELIMINATE

TRIP HAZARD. PROVIDE ADDITIONAL

CLEAN FILL AND TAMP DOWN TO MAKE

COMPACTED BASE FOR WALK.

CUT BACK FAILED MORTAR JOINTS AS

REQUIRED & REPOINT. SOUND UNDAMAGED

MORTAR MAY REMAIN EXCEPT WHERE 100%

REMOVAL IS INDICATED. SEE BASIS OF BID

FOR QUANTITY.

REPAIR MASONRY

CRACKING. SEE BASIS

OF BID.

WHERE SETTLEMENT OF BRICK PAVERS HAS OCCURRED

REMOVE AFFECTED PAVERS INCLUDING MINIMUM 2

ADDITIONAL PAVERS IN EACH DIRECTION. TAMP DOWN

EXISTING SETTING BED, FILL WITH A 50/50 MIX OF CLEAN SAND

& MORTAR TO LEVEL & TAMP AGAIN ADD ADDITIONAL FILL IF

REQUIRED & RESET PAVERS.

REPAIR SASHES & ADD LOCKS. SEE

WINDOW SCHEDULE. CLEAN, PREP

PRIME AND PAINT DORMER

WOODWORK.

ALL EXTERIOR WOODWORK OF THE

BRINGHURST HOUSE IS TO BE

CLEANED, PREPED, PRIMED AND

PAINTED TYP.

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TITLE OF SHEET

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ELEVATIONS

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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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BRINGHURST HOUSE

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INDE 255524

SELF ADHERING SHEET MEMBRANE ROOF

UNDERLAYMENT W/ SHINGLE BREATHER OVER.

SHEET METAL CLIP @ 24" O.C.

LEAD COATED 20 OZ. COPPER GUTTER LINER

ON ROSIN PAPER OVER SELF ADHERING SHEET

MEMBRANE ROOF UNDERLAYMENT.

CONTRACTOR TO INSPECT WOODEN

MEMBERS OF POLE GUTTERS WHEN

EXPOSED. SEE BASIS OF BID FOR

QUANTITIES OF REPAIR REQUIRED UNDER

CONTRACT. REPORT TO C.O. IF QUANTITIES

IN BASIS OF BID ARE INSUFFICIENT TO PUT

POLE GUTTERS IN GOOD REPAIR.

NEW TREATED WOOD INFILL BETWEEN

EXISTING SHINGLE LATH EXTENDS 4'-0" UP

ROOF SLOPE FROM POLE GUTTERS OR EAVE IF

NO GUTTER.

CONTRACTOR TO INSPECT WOODEN

MEMBERS OF CORNICES. SEE BASIS OF BID

FOR QUANTITIES OF REPAIR REQUIRED

UNDER CONTRACT. REPORT TO C.O. IF

QUANTITIES IN BASIS OF BID ARE

INSUFFICIENT TO PUT CORNICES IN GOOD

REPAIR. CORNICE DETAILS VARY FROM

FROM THAT SHOWN, VERIFY REQUIRED

SHAPES.

1'-31 2"

TILTING FILLET DETAIL

OPEN VALLEY DETAIL OPEN VALLEY FLASHING DETAIL

COPPER CLIPS @

24" OC TYP.

SELF ADHERING

RUBBERIZED BITUMEN

ROOFING UNDERLAYMENT.

CONTINUOUS IN VALLEY.

EXTEND OUT 18" FROM

CENTER OF VALLEY MIN.

20 OZ. LEAD COATED

COPPER VALLEY

FLASHING. FORM IN

LONGEST PRACTICABLE

LENGTHS ON BREAK.

LAP JOINTS MIN. 6".

PRESSURE TREATED WOOD. TILTING

FILLET. NAIL TO SHINGLE LATH

OR DECK AT THE BASE OF ALL

VERTICAL SURFACES RUNNING

PARALLEL WITH ROOF SLOPE BEFORE

INSTALLING OTHER ROOFING OR

ACCESSORIES..

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

POLE GUTTER FLASHING DETAIL

Scale: 34" = 1'-0"

COMBED RIDGE DETAIL

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

RAKE FLASHING DETAIL

SAFETY TIE OFF DETAIL

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

"D" RING SAFETY TIE OFF TYP.

COORDINATE INSTALLATION WITH DETAIL

AND MANUFACTURER'S INSTRUCTIONS.

PLACE OVER RAFTERS FOR ATTACHMENT.

MAXIMUM SPACING 8'-0" BETWEEN

TIE OFFS, MIN. LOCATION/DISTANCE

FROM GABLE OR RAKE 6'-0"

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

16 oz. Copper Flashing Extend Down To Expose 12" To Weather Ea. Side.

Alternate Shingle Laps @ Combed Ridge

Self Adhering Modified Bitumen Roofing Underlayment Extend Down 18" Ea. Side.

Lap Over Head Of Last Course Of Singles Reached.

Existing sheathing

USE SCREWS WITH RUBBER WASHERS AT

EXPOSED FASTENERS, TYP.

A16

TILTING FILET AT RAKE

LOCATE SAFETY TIE OFFS OVER RAFTERS.

SCREW ATTACH THROUGH SHINGLE LATH

INTO RAFTER, TYP. @ ALL LOCATIONS.

INSTALL LEAD COATED COPPER FLASHING

AT SAFETY TIE OFFS, EXTEND TO LATH

ABOVE TIE OFF AND 6" TO EITHER SIDE OF

TIE OFF. FOLD FLASHING TO CREATE 18" DAM

AT SIDES. EXTEND FLASHING TO COVER

EXPOSED ATTACHMENT POINT(S) OF TIE

OFF. TYP. AT ALL TIE OFFS.

REMOVE EXISTING TRIM, SALVAGE

FOR REUSE. PROVIDE NEW

MATCHING TRIM AS REQUIRED.

RESET TRIM TO COVER TILTING

FILET, TYP.

12" GUTTER FLASHING DETAIL, VERIFY DIMENSIONS

NOT GIVEN.

LEAD COATED 16 OZ. COPPER EAVE FLASHING

OVER SELF ADHERING SHEET MEMBRANE

ROOF UNDERLAYMENT STARTER STRIP.

HUNG GUTTER DETAIL

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

ICE AND WATER SHIELD ON

SHEATHING

INSTALL NEW SHEATHING

MOUNTED SHANK, CIRCLE, & HALF

ROUND GUTTER HANGER BETWEEN

EXISTING HANGERS WHERE

INDICATED.

NEW CLASS B SHINGLES

STARTER SHINGLE

A16

A16A16

A16

A16A16

FLASHING DETAIL

Scale: 1" = 1'-0"

A16

TILTING FILET AT PARAPET, TYP.

EXISTING SHINGLE LATH, TYP.

STEPPED COUNTER FLASHING @

LOWER ROOF. SET WITH EA.

COURSE OF SHINGLES AS WORK

PROGRESSES. TURN UP AT

WALL MIN. 8".

LINE OF SELF-ADHERING,

SELF ADHERING MODIFIED

BITUMEN BASE SHEET WITH

RIGID MATRIX SHINGLE

BREATHER OVER.

NYLON THREE DIMENSIONAL

SHINGLE BREATHER OVER

SELF-ADHERING, SELF SEALING

SHEET MEMBRANE

DOUBLE STARTER COURSE

SELF ADHERING SHEET MEMBRANE

ROOF UNDERLAYMENT W/ SHINGLE

BREATHER OVER. EXTEND UP 5'-0"

FROM EAVE.

NEW TREATED WOOD INFILL

BETWEEN EXISTING SHINGLE LATH

EXTENDS 4'-0" UP ROOF SLOPE

FROM POLE GUTTERS OR EAVE IF

NO GUTTER.

VARIES

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TECH REVIEW:

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DATE:

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INDEPENDENCE NATIONAL HISTORICAL PARK

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INDE 255524

TYP. STEP & COUNTER FLASHING DETAILS

Scale: 3" = 1'-0"

A STEPPED FLASHING

B COUNTER FLASHING

VARIES

SET NEW COUNTER FLASHING IN EXISTING

REGLET. EXTEND TO COVER NAIL SECURING

LAST SHINGLE, MIN 6' TYP.

SELF-ADHERING, SELF SEALING SHEET

MEMBRANE WITH NYLON THREE DIMENSIONAL

SHINGLE BREATHER OVER. ADHERE SHEET

MEMBRANE TO FACE OF THE CHIMNEY BEHIND

APRON FLASHING.

CHIMNEY FLASHING DETAIL

Scale: 3" = 1'-0"

NOTE:

THIS SHEET OF DETAILS APPLIES

ONLY TO THE BASE BID. SEE

SHEET # A7 FOR BID OPTION #1

STEPPED FLASHING DETAILS.

CHIMNEY FLASHING DETAIL

NTS A17

CONTINUOUS BIO

GROWTH INHIBITOR

STRIP FLASHING.

EXPOSE 1/2 " TO

WEATHER LOCATE

EVERY 8TH SHINGLE

COURSE, TYP.

CLEAN EXISTING REGLETS AS

REQUIRED FOR NEW

COUNTER FLASHING.

STEPPED FLASHING SET

WITH EA. COURSE OF

SHINGLES, EXTEND 12"

BELOW SHINGLE, TYP.

REPOINT MASONRY OF CHIMNEYS AS

REQUIRED. SEE BASIS OF BID, TYP.

VARIES

A17

DRAIN PIPE DETAIL

NTS

A17

CONT. TERNE COATED COPPER FLASHING SET IN MASONRY

@ GRADE LEVEL TO COVER TOP OF DRAINAGE MAT

EXISTING MASONRY, REPOINT 100% FROM

BOTTOM OF TRENCH TO LINE OF WINDOW SILLS

DIMPLED PLASTIC DRAINAGE MAT W/ADHERED FILTER

FABRIC, SECURE TO MASONRY W/SS TERMINATION BAR @

1" BELOW GRADE

2'-0"

UNDISTURBED EARTH

EARTH FILL

LAP FILTER FABRIC COVER TOP OF

EDGE OF DRAINAGE MAT. FILL IN

GRAVEL AROUND DRAIN PIPE & LAY

FILTER FABRIC OVERTOP OF GRAVEL

PRIOR TO FILLING TRENCH W/SOIL.

EDGE OF DRAINAGE MAT

TOP OF DRAIN PIPE

4" DIA. PERFORATED, PLASTIC DRAIN

PIPE W/FILTER FABRIC SLEEVE. SLOPE

8" PER 1'-0" TO OUTLET PIPE. SET IN

ONE CUBIC FOOT OF GRAVEL PER

FOOT OF RUN.

T&G FLOORING SPOT REPLACEMENT

NTS

A17

SET SAW BLADE TO FLOOR

THICKNESS & AFTER CHECKING FOR

NAILS SAW BOARD ALONG ITS LENGTH

T&G FLOORING

TYP. NAILING

PORCH JOIST

BOARD TO BE REMOVED

IF NECESSARY PRY UP TONGUE

SIDE TO CUT NAILS

REMOVE PIECE OF SAWN BOARD

REMOVE BOTTOM OF GROOVE &

SET NEW BOARD IN PLACE

TONGUE FIRST. FACE NAIL W/

GALV. CUT NAILS

FLASHING REPAIR DETAIL

NTS A17

1 12"

EXISTING MASONRY WALL

WITH STUCCO FINISH

NEW 20 OZ LEAD COATED

COPPER FLASHING FORM

TO FIT CONDITIONS.

ASSUMED WALL STUDS

BEHIND SIDING. ACTUAL

CONDITIONS MAY DIFFER.

EXISTING SIDING @

RETURN, LOOSEN

AND/OR REMOVE TO

INSTALL NEW FLASHING.

REINSTALL FOR

WATERTIGHT ASSEMBLY.AFTER REMOVAL OF FIRST BOARD REMOVE

ADDITIONAL BOARDS AS REQUIRED TO

COMPLETE REPAIR.

SHEET METAL APRON FLASHING. EXTEND

THE LENGTH OF FIRST SHINGLE, TYP.

INFILL LATH FOR SELF-ADHERING SHEET

MEMBRANE IF REQUIRED.

NEW COUNTER FLASHING IN EXISTING

REGLET. EXTEND TO COVER NAIL

SECURING LAST SHINGLE, MIN 6' TYP.

A17

TURN DOWN STEPPED FLASHING

EXTENSION OVER END OF TILTING

FILLET, TYP.

VARIES

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TITLE OF SHEET

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DESIGNED:

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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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INDE 255524

DESHLER-MORRIS GUTTER @ BALUSTER

SCALE: 3/4" = 1' A18

5 DESHLER-MORRIS GUTTER @ PORCH

SCALE: 3/4" = 1'

DESHLER-MORRIS GUTTER DETAILS

NTS

A18

DESHLER-MORRIS GUTTER DETAIL

NTS

A18

A18A18

TRELLIS TO BE REMOVED, SALVAGED

& REINSTALLED. RECORD ROOF

ATTACHMENT AND CONSTRUCTION

PRIOR TO REMOVAL. REINSTALL

USING SIMILAR METHODS.

DESHLER-MORRIS TRELLIS DETAIL

NTS

A18

REERECT SALVAGED TRELLIS, PREP,

AND PAINT. SEE BASIS OF BID FOR

REPAIRS.

PREFORM PAINT PREP WORK AND

INSPECT EXISTING TRELLIS FOR

SIGNS OF ROT PRIOR TO PAINTING.

REPORT ON CONDITION IN WRITING

TO C.O. NO REPAIR WORK REQUIRED

IN BASE BID.

PREFORM PAINT PREP WORK AND

INSPECT EXISTING TRELLIS FOR

SIGNS OF ROT PRIOR TO PAINTING.

REPORT ON CONDITION IN WRITING

TO C.O. NO REPAIR WORK REQUIRED

IN BASE BID.

INSPECT EXISTING EPDM

ROOF/DECK SYSTEM INCLUDING

FLASHING FOR SIGNS OF LEAKS OR