FY25 ORG Wheeler Memorial Library RFP for Bidding and Construction Oversight.pdf

TOWN OF ORANGE

Request for Proposals

Bidding and Construction Oversight Services for

WHEELER MEMORIAL LIBRARY

Roof Replacement Project

ORANGE, MA

Contents

Scope of Services Project Description and Construction Plans

Evaluation Criteria Certificate of Non-Collusion and Tax Compliance

Price Form Library Roof Photos

Professional Services Draft Contract

The Town of ORANGE (“Town”), will accept and open all proposals received at the ORANGE Town Hall, Selectboard Office, 6 Prospect Street, Orange, Massachusetts 01364 by 3:00 p.m. March 18, 2026. Postmarks will not be considered. Proposals submitted by fax will not be considered. The Town has received an FY 2025 Massachusetts Executive Office of Housing and Livable Communities (EOHLC) Community Development Block Grant (CDBG) funded by the U. S. Department of Housing & Urban Development (HUD) for the Wheeler Memorial Library Roof Replacement Project.

Contact: Brian P. McHugh, Director of Community Development Franklin County Regional Housing & Redevelopment Authority (HRA) 241 Millers Falls Road Turners Falls, MA 01376 Phone: 413.223.5224; Email: bmchugh@fcrhra.org

A. INVITATION

BIDDING & CONSTRUCTION OVERSIGHT SERVICES FOR THE

WHEELER MEMORIAL LIBRARY ROOF REPLACEMENT PROJECT

SCOPE OF SERVICES

The following outlines a Scope of the Services the consultant will perform for the Wheeler Memorial Library Roof Replacement Project component of the Town’s FY 2025 Community Development Block Grant Program funded by

EOHLC. The Consultant will be responsible for bidding and construction oversight of the project. The fixed fee amount for the scope of services as outlined below is $54,390.00.

Towards this goal, the consultant will be responsible for the following scope of services in accordance with all Federal/State/Local laws and regulations, including but not limited to HUD regulations under Title I of the Housing and Community Development Act of 1974, as amended, applicable M.G.L. Chapter 149 requirements, as well as related Federal and State Labor Standards Provisions HUD form 4010; HUD Handbook 1344.1 Federal Labor Standards Compliance; Massachusetts General Laws Chapter 149, Section 27; and Massachusetts Department of Labor and Industries (Labor Laws); Davis-Bacon and Related Acts; the Contract Work Hours and Safety Standards Act, Copeland "Anti-Kickback Act” and compliance with all applicable Federal/State/Local ADA requirements:

Scope of Services - Tasks

Task I – BID PHASE:

Based on the approved Final Construction Plans prepared by Gale Associates, Inc. (see Part B. Project Description), the consultant will:

In conjunction with the Town and HRA, prepare final bid documents for public bidding in accordance with MGL Ch. 149 and CDBG/Federal Regulations. Prepare advertising notice for public bidding.

In conjunction with the Town and HRA:

o Develop a project Schedule and bid advertisement.

o Submit final Project construction documents to BidDocsOnline, who will disseminate the documents to bidders.

o Conduct Pre-bid meeting, respond to bidder’s questions, and issue addenda as required during the bidding process.

o Conduct bid opening. Prepare a bid tabulation, review and make recommendations concerning the qualifications of the bidders. Make a recommendation to the Town for Contract award.

Task II – CONSTRUCTION OVERSIGHT

Assist the Town and HRA in conducting the preconstruction conference Participate in the construction process, respond to RFIs, review shop drawings/submittals and pay requisitions, issue revised drawings and specifications as needed, prepare change orders, and ensure all necessary permits have been applied for and obtained by the General Contractor.

Conduct project meetings every week during construction with General Contractor, Town and HRA to discuss progress/quality of work

Review the quality and progress of the work and furnish written field reports with photographs over course of construction

Assist the Town and HRA to review contractor’s monthly request for payment, including final payment, and make recommendations to the Town and HRA for payments to be made to the contractor

Prepare a punch list for substantial completion and issue the Certificate of Substantial Completion.

Obtain from the Contractor the information needed to produce record drawings, additional materials, all permits/approvals/discharges, guarantees, affidavit of Release of Liens and Submit to the Town and HRA.

Project Completion: Upon acceptance of the Certificate of Substantial Completion, assist the Town and HRA to administer the construction contract until expiration of the construction warranty period.

Prepare as-built record drawings and product manuals. Provide two sets of blueprints and one electronic copy of Plans and an original Project Manual.

Assist in preparing the Certificate of Final Completion; attend meetings and dispute conferences as necessary. Issue the Certificate of Final Completion.

ASSUMPTIONS:

It is assumed that the Town/HRA will provide the “front end” of the Project Manual (administrative and contractual requirements) and that the Consultant will provide the technical specifications.

Proposals should include the firm's qualifications and relevant work experience, particular reference should be made to state and/or federally funded projects, including Build America, Buy America Act (BABA) requirements, with the above mentioned type of project, a listing of all personnel who will be working on this project and their responsibilities and qualifications, a timetable for completion of the scope of services, documentation that the firm meets insurance requirements (Errors and Omissions Insurance, coverage to be equal to 10% of the construction costs with a minimum of $250,000 and if the firm has a deductible to their policy, this deductible will be subject to approval by the Town.

Five (5) copies of the sealed technical proposal and one (1) sealed copy of a separate fixed price proposal for

BIDDING & CONSTRUCTION OVERSIGHT SERVICES FOR THE WHEELER MEMORIAL LIBRARY

ROOF REPLACEMENT PROJECT should be submitted in writing by 3:00 p.m. Wednesday, March 18, 2026, to the Town of ORANGE, Selectboard Office, 6 Prospect Street, Orange, Massachusetts 01364. The envelope containing the non-price proposals shall be marked “BIDDING & CONSTRUCTION OVERSIGHT SERVICES

FOR THE WHEELER MEMORIAL LIBRARY ROOF REPLACEMENT PROJECT NON-PRICE

PROPOSAL", and the fixed price proposal shall be marked “WHEELER MEMORIAL LIBRARY ROOF REPLACEMENT PROJECT PRICE PROPOSAL" and include the Fixed Fee Form attached on Page 9.

For additional information, please contact Brian McHugh by phone at (413) 223-5224 or by email at bmchugh@fcrhra.org, or at the above address.

The Town of ORANGE reserves the right to reject all proposals in the interest of sound business practices. The Town of ORANGE are Affirmative Action/Equal Opportunity Employers and encourage proposals from qualified minority and women owned businesses.

B. PROJECT DESCRIPTION:

The proposed project will repair and replace the roof of the Wheeler Memorial Library located in the heart of Orange, MA at 49 East Main Street.

The library is a 2-story solid brick masonry structure with steel framing that was constructed circa 1912. The upper roof system is a low-sloped roof with a rubber membrane. The asphalt-shingled sloped roof sections begin at the outer edges of the low-sloped, upper roof and terminate at the eaves and balustrade at the top of the second floor. All layers of the low-sloped roof system will be removed down to sound decking and be replaced with in-kind materials. The sloped roof sections will also be stripped down to sound decking and replaced with an asphalt shingle roof system. Due to extensive water infiltration, it is expected that the wood-plank decking will require replacement in conjunction with the roof replacement. In addition, repointing chimneys and restoration of the cementitious features and brickwork of the balustrades are included in the scope of work.

This proposed project has an estimated cost of $258,600 and will include the following (see Final Construction Plans prepared by Gale Associates, Inc. beginning on page 10 for additional details):

Removal and legal disposal of asbestos-containing asphaltic coatings.

Removal and legal disposal of all existing roof materials, including EPDM rubber membrane, asphalt shingles, deteriorated wood sheathing, rigid insulation on upper roof, and tarps.

On the low-sloped roof, installation of tapered insulation, roof cover board, new single-ply membrane, and sheet-metal perimeter edge flashings system.

On sloped roofs, installation of new felt underlayment, asphalt shingles, sheet-metal flashings and step flashings around the chimneys.

Reparation of masonry components to improve the appearance and performance of the building following damage from water infiltration.

On cornice returns to the sloped roof, installation of flashing to reduce the potential of water infiltration in the attic and main floor below.

Stabilization and installation of membrane cladding or flashing at the back side of the pediment.

Installation of sheet-metal reglet flashing between the limestone and masonry of the pediment to counter flash the wall cladding system.

Re-flashing of the bottom chord of the balustrade railings with membrane that extends up to the interior edge of the bottom chord.

Liquid flashing applied at the base of each baluster.

Re-pointing of chimneys to help reduce the potential for water infiltration inside the building.

Installation of new sheet-metal flashings at the chimney bases to counter flash the replacement roof-system flashings.

Removal and replacement of the gutter assembly.

D. CONTRACT PERIOD: April 2026 through October 2026

E. DESIGN FEE

A separate fee proposal must be submitted. All fees will include all expenses both direct and indirect.

A Fixed Fee has been established for this project:

Per Scope of Services $ 54,390.00

This is not a price competition; the Committee’s decision will be based upon qualifications and experience with similar projects. The Committee will review and score proposals. After scoring the proposals and checking references the committee MAY interview and score the interview of the three (3) highest scoring firms. After the interview, the committee will then open fee proposals. The committee intends to offer the project to the firm that receives the highest combined score including the comparative criterion and the interview scores. The Town will offer the project to the highest combined scoring firm for a fixed fee.

RULE OF AWARD: This project will be awarded to the highest ranked firm based on the following proposal requirements and evaluation criteria. This fee is a fixed fee.

F. PROPOSAL REQUIREMENTS

The following items must be included in all proposals:

o General design experience of the consultant o Acceptance of the scope of services as outlined in the RFP o Outline similar experience in municipal roof replacement projects in Massachusetts o Examples of the firm’s similar projects funded by state or federal programs in Massachusetts o Familiarity with HUD regulations under Title I of the Housing and Community Development Act of 1974, as amended o Familiarity with BABA requirements for public construction projects o Certificate of compliance with local, state, and federal tax laws (forms attached) o Certificate of Non-collusion (forms attached) o Fixed Price Form o MBE/WBE eligibility certification, if applicable

G. EVALUATION CRITERIA

All proposals will be evaluated based upon minimum and comparative criteria. The Town will award a contract for this project to the consultant or individual who submits the most advantageous proposal based on consideration of specified evaluation and selection criteria. The Town will then evaluate the proposals using the comparative evaluation criteria. The Town may at its own discretion schedule interviews and score them.

1. Minimum criteria: Each proposal must meet all of the following criteria to be considered for further evaluation:

o Firm must have at least five (5) years of construction bidding and administration experience o Firm must have MA registered architect on staff o Firm must have experience bidding and overseeing municipal roof replacement projects o Firm must provide examples of past projects that they have designed, managed and the outcome. Include budget, change orders and timely completion of the project o Firm must have experience with projects funded by local, state and/or federal programs o Firm must have experience involving renovations to municipal property o Firm must provide three (3) written professional references for similar projects, including names, addresses, projects you worked on, their costs, funding sources, and phone number o List of municipal projects completed in the past two years including names, addresses, their costs, funding sources, and phone number for reference purposes.

2. Comparative Criteria: The following rating will be used to evaluate those firms that meet the minimum evaluation criteria listed above. Those proposals that do not meet the minimum criteria may be reviewed at the town’s discretion. If a proposal scores Not Advantageous/Does Not Meet on any of the following comparative criteria the Town may consider the proposal unacceptable and not review it any further. The Town will consider the following comparative criterion for award:

Highly advantageous Proposal excels on the specific criterion Advantageous Proposal meets evaluation standard for the criterion Not Advantageous/Does Not Meet Proposal does not fully meet the evaluation criteria, leaves a question or issue not fully addressed, or does not address the element

The criteria that will be used for comparative purposes are the following:

H. EVALUATION OF PUBLIC CONSTRUCTION OVERSIGHT EXPERIENCE

A firm’s work examples and approach to the problem will be evaluated in conjunction with examples submitted of similar projects for municipal improvements and the firm’s references.

Standard Criterion: A Consultant that clearly demonstrate their experience working on similar municipal projects including roof repair and replacement projects using CDBG funding, that understand the community’s needs and the Wheeler Memorial Library Roof Replacement Project, that articulate understanding of the project based upon experience, background, and examples. Direct experience working with state or federally funded projects will be considered highly advantageous.

Highly advantageous Proposal excels on the specific criterion Advantageous Proposal meets evaluation standard for the criterion Not Advantageous/Does Not Meet Proposal does not fully meet the evaluation criteria, leaves a question or issue not fully addressed, or does not address the element

I. QUALIFICATION OF PROJECT PERSONNEL – PROJECT TEAM

A key consideration for the Town is the ability of the team to begin work immediately.

Standard Criteria: A Consultant that demonstrates experience with municipal projects. A project team that has seen its work translated into actual construction. The project team has completed projects in a timely fashion, work has adequately considered community concerns and have a history of cost controls during construction.

Highly advantageous Proposal excels on the specific criterion Advantageous Proposal meets evaluation standard for the criterion Not Advantageous/Does Not Meet Proposal does not fully meet the evaluation criteria, leaves a question or issue not fully addressed, or does not address the element

J. RESPONSIVENESS TO REQUEST FOR QUALIFICATIONS

The Town is interested in how well the consultant understands the project requirements, their approach to the project in meeting the specific needs of the Town, their level of interest and demonstrated commitment to the project timetable, project scope of services and the overall quality of the consultant’s proposal.

Highly advantageous Proposal excels on the specific criterion Advantageous Proposal meets evaluation standard for the criterion Not Advantageous/Does Not Meet Proposal does not fully meet the evaluation criteria, leaves a question or issue not fully addressed, or does not address the element

K. FINANCIAL STRENGTH

Highly Advantageous Consultant, or Lead Consultant if a team, has revenues greater than $750,000 per year.

Advantageous Consultant, or Lead Consultant if a team, has revenues greater than $500,000 per year

Not Advantageous/Does Not Meet Consultant, or Lead Consultant if a team, has revenues less than $500,000 per year.

L. INTERVIEW

The Town, after reviewing proposals and at its sole discretion, may interview firms that meet the minimum and comparative criteria (finalists).

The interview will be held to determine the most highly advantageous firm based on the following:

The professional experience of the consulting team with bidding and construction oversight on publicly funded projects The specific details of the work plan presented by the team and questions asked of interviewers.

The experience of personnel assigned to the project

M. PROJECT TIMETABLE

April 2026 Award Contract May 2026 Task I

June – October 2026 Task II

N. MISCELLANEOUS ARTICLES

The Consultant shall maintain worker’s compensation for all employees in accordance with Massachusetts General Law.

The Consultant shall deposit evidence of such insurance prior to the commencement of the project.

The Consultant shall be solely responsible for all claims of whatever nature arising out of the rendering of services by the Consultant during the term of this proposal and the Consultant shall indemnify and hold harmless against the same to the extent permitted by law.

The selection of the successful proposer shall be made without regard to race, color, sex, age, religion, political affiliation, or national origin.

CERTIFICATE OF NON-COLLUSION

The undersigned certifies under penalties of perjury that this bid or proposal has been made and submitted in good faith and without collusion or fraud with any other person. As used in this certification, the word “person” shall mean natural person, business, firm, corporation, union, committee, club, or other organization, entity, or group of individuals.

Signature:________________________________________________

Typed Name/Title

Name of Consultant

CERTIFICATE OF TAX COMPLIANCE

Pursuant to Chapter 62C of the Massachusetts General Laws, Section 49A(b), I, ____________________________authorized signatory for_____________________________________________________________________ Name of individual or Name of Consultant do hereby certify under the pains and penalties of perjury that said contractor has complied with all laws of the Commonwealth of Massachusetts, and the Town of ORANGE and is current with all local, state, and federal taxes and other assessments, including child support payments.

Consultant: ____________________________________

By: ___________________________________________

Signature of authorized representative

Title: __________________________________________

Date: _________________

WHEELER MEMORIAL LIBRARY ROOF REPLACEMENT PROJECT

FIXED FEE FORM

Prices must be submitted on this form and submitted in a sealed envelope separate from the non-price technical proposal. Prices submitted on any other form will not be considered valid.

Request for proposals and price proposals must be received by 3:00 p.m. Wednesday, March 18, 2026, to the Town of ORANGE, 6 Prospect Street, Orange, Massachusetts 01364. Postmarks will not be considered. All non-price proposals will be publicly opened and recorded at the above address, date and time.

FIXED FEE: $__________________

FIRM: __________________________________

AUTHORIZED SIGNATURE

Print name and title

PHONE: __________________________________

EMAIL: __________________________________

FED TAX ID NUMBER: ______________________

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This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

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GRAPHIC SCALE

CHECKED BY

PROJECT NO.

DESIGNED BY

DRAWN BY

CADD FILE

DRAWING NO.

DATE

Gale Associates, Inc.

Engineers and Planners

300 LEDGEWOOD PL | ROCKLAND, MA 02073

P 781.335.6465 F 781.335.6467 www.gainc.com

Boston Baltimore Orlando Hartford Manchester Portland

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1/31/2025

100% SUBMISSION

842830 G100

CM

NOT TO SCALE

COVER SHEET

G100

LOCATION MAP

NOT TO SCALE

PREPARED FOR

WHEELER MEMORIAL LIBRARY

ROOF REPLACEMENT AND ASSOCIATED WORK

TITLEDRAWING NO

TOWN OF ORANGE

6 PROSPECT STREET, SUITE 4

ORANGE, MA 01364

49 E MAIN STREET

ORANGE, MA 01364

SITE MAP

NOT TO SCALE

G100 G101 G102 A101 A501 A502 A503 A504 A505

COVER SHEET

SITE PLAN AND ATTACHMENT LAYOUT PLAN

PHOTOGRAPHIC DOCUMENTATION

ROOF AREA PLAN

DETAILS

DETAILS

DETAILS

DETAILS

DETAILS

- WHEELER MEMORIAL LIBRARY

SITE PLAN NOTES

1. CONTRACTOR SHALL BASE STAGING REQUIREMENTS ON THE INFORMATION SHOWN. THE

LOCATIONS ARE APPROXIMATE AND MAY BE SUBJECT TO CHANGE.

2. CONTRACTOR WILL BE REQUIRED TO PROVIDE A DETAILED STAGING/LAYOUT PLAN FOR

THE OWNER'S REVIEW AND APPROVAL.

3. CONTRACTOR SHALL PROVIDE OVERHEAD PROTECTION AT BUILDING ENTRANCE WAYS IN

ACCORDANCE WITH OSHA, LOCAL, STATE, AND FEDERAL GUIDELINES.

4. OVERHEAD PROTECTION SHALL EXTEND A MINIMUM OF 8'-0" BEYOND THE BUILDING'S

ENTRANCES.

5. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO PREVENT PEDESTRIANS

FROM ACCESSING THE WORK AREA, FROM WALKING UNDER WORK LOCATIONS, AND

FROM WALKING UNDER THE CRANE AND LOADING AREAS.

6. CONTRACTOR MAY PROVIDE TEMPORARY BARRICADES AT PEDESTRIAN WALKWAYS IN

LIEU OF OVERHEAD PROTECTION SHOULD THE ROOF AREAS ABOVE SAID WALKWAYS BE

REMOVED AND REPLACED IN THE SAME DAY. CONTRACTOR WILL BE REQUIRED TO

PROVIDE A MONITOR AT GROUND LEVEL TO WARN PEDESTRIAN TRAFFIC OF THE

ABOVE-ROOFLINE WORK.

7. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION FOR THE PAVED AREAS, CURBS,

SIDEWALKS, AND LANDSCAPED AREAS TO PREVENT DAMAGE FROM THE WORK,

MATERIALS, OR EQUIPMENT. THE CONTRACTOR WILL BE RESPONSIBLE TO

REPAIR/REPLACE ANY DAMAGED LOCATIONS AT NO ADDITIONAL COST TO THE OWNER.

SITE PLAN

SITE PLAN LEGEND

BUILDING IN CONTRACT

BUILDING NOT IN CONTRACT

PAVEMENT/SIDEWALK

GRASS/LANDSCAPED AREA

APPROXIMATE CONTRACTOR

STAGING LOCATION

ALL ITEMS ARE EXISTING

BUILDING ENTRANCE; DO NOT

OBSTRUCT

CROSSWALK

TREE; SIZE VARIES

TELEPHONE AND ELECTRICAL

LINES ON TELEPHONE POLES

SCALE: NOT TO SCALE

ROOF AREA A

ROOF AREA B

E MAIN STREET

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PLAN

NORTH

8"

SHEET METAL FLASHING

EPDM STRIPPING

2"X6" WOOD BLOCKING

EPDM MEMBRANE;

ADHERED

3" MINIMUM TAPERED

INSULATION;

MECHANICALLY

ATTACHED TOWARDS

ROOF EDGE

2" INSULATION; LOOSE

LAID

3/4"X9" T+G WOOD

PLANK DECK

BUILT-UP ROOF FLASHING

ASPHALT SHINGLES

ASPHALT SHINGLES

BUILT-UP ROOF FLASHING

EPDM FLASHING

EPDM MEMBRANE; ADHERED

1-1/2" TAPERED INSULATION;

MECHANICALLY ATTACHED

2" INSULATION; LOOSE LAID

BUILT-UP ROOF

3/4"X9" T+G WOOD

PLANK DECK

18" TO

ASPHALT

SHINGLES

EXISTING ROOF CROSS SECTION

ALL ITEMS ARE EXISTING

SCALE: 3"=1'-0"0 3" 6" 9"

SCALE:

PROPERLY DRIVEN OVERDRIVEN UNDERDRIVEN CROOKED

(STRAIGHT, GOOD

PENETRATION AND

FLUSH WITH

SHINGLE SURFACE)

(TOO DEEP, CUTS

INTO SHINGLE)

(INADEQUATE

PENETRATION)

(INADEQUATE

ANCHORAGE)

NAIL LOCATIONS FOR

SHINGLE INSTALLATION,

TYPICAL

UPPER COURSE OF

SHINGLES

LOWER COURSE OF

SHINGLES

FASTENER HEADS AND CENTER

OF SHINGLE TABS SHALL HAVE

A 1" DIAMETER BEAD OF ROOF

CEMENT APPLIED

LIMITS OF LOWER

COURSE OF

SHINGLES

SHINGLE MANUFACTURER'S SELF-SEALING ADHESIVE;

REMOVE ALL RELEASE TAPES PRIOR TO INSTALLING

SHINGLE

1" DIAMETER PLASTIC ROOF CEMENT

UNDER EACH SHINGLE TAB, OR AS

REQUIRED BY MANUFACTURER

6"±

12"

5"

36"±

SCALE:

WOOD PLANK DECK;

SHOWN SCHEMATICALLY

DECK UNDERLAYMENT

SELF-ADHERING HIGH

TEMPERATURE MODIFIED

BITUMEN UNDERLAYMENT;

INSTALL AT DESIGNATED

LOCATIONS AS DETAILED

SIDE LAP

SLOPE

EXPOSURE

4" MIN.

END LAP

NOTE:

THE UNDERLAYMENT CONFIGURATION SHOWN HERE IS FOR SCHEMATIC PURPOSES ONLY. THE ACTUAL INSTALLATION METHOD / ORIENTATION MAY VARY DEPENDING ON UNDERLAYMENT TYPE AND THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE THE UNDERLAYMENT MANUFACTURER'S SEAM TAPES, FASTENERS, ADHESIVES, ETC. AS REQUIRED.

EXPOSURE =

OVERLAPS

WIDTH OF UNDERLAYMENT

- 3"

SIDE LAP =

WIDTH OF UNDERLAYMENT

+ 3"

TYPICAL UNDERLAYMENT CONFIGURATION

NOT TO SCALE

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

TYPICAL 3-TAB ASPHALT SHINGLE FASTENING AND WIND SEALANT

NOT TO SCALE

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

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This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

Copyright©2024

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DATENO. DESCRIPTION BY

SHEET TITLE

DRAWING SCALE

GRAPHIC SCALE

CHECKED BY

PROJECT NO.

DESIGNED BY

DRAWN BY

CADD FILE

DRAWING NO.

DATE

Gale Associates, Inc.

Engineers and Planners

300 LEDGEWOOD PL | ROCKLAND, MA 02073

P 781.335.6465 F 781.335.6467 www.gainc.com

Boston Baltimore Orlando Hartford Manchester Portland

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842830

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1/31/2025

100% SUBMISSION

842830 G100's

CM

AS NOTED

SITE PLAN

AND ATTACHMENT

LAYOUT PLAN

G101

REMOVE AND REPLACE SHINGLE ROOF; TYPICAL.

REMOVE AND REPLACE LOW SLOPE ROOF; TYPICAL.

REMOVE AND DISPOSE OF TEMPORARY TARPAULIN COVERS AND BATTENS; TYPICAL.

EXISTING CANOPY NOT IN CONTRACT.

TELEPHONE AND ELECTRICAL WIRES; USE CAUTION.

EXISTING ICE DAM TO BE DISPOSED OF.

TYPICAL LIMESTONE WATERTABLE; REMOVE ASPHALTIC COATING AND APPLY LEAD T'S,

TYPICAL.

EXISTING CHIMNEY; REPOINT 100%.

EXISTING HEAT TRACE CABLE. REMOVE AND REPLACE; TYPICAL.

EXISTING DRAIN BOWL; REMOVE AND REPLACE; TYPICAL.

PHOTO 1 - OVERALL ROOF AREA PHOTO 2 - MAIN ENTRANCE PHOTO 3 - WEST ENTRANCE PHOTO 4 - REAR PARKING LOT

PHOTOGRAPHIC INDICATORS

APPROXIMATE PHOTOGRAPH LOCATIONS

PHOTOGRAPHIC DOCUMENTATION NOTES

PHOTO 5 - WATER TABLE AND BALUSTRADE

SCALE: NOT TO SCALE

PHOTO 6 - SOUTHWEST BUILDING CORNER

PHOTO 7 - CHIMNEY FROM ABOVE PHOTO 8 - LOW SLOPE ROOF TRANSITION PHOTO 9 - LOW SLOPE ROOF TRANSITION PHOTO 10 - PERIMETER WALL PHOTO 11 - SOUTH EAST BUILDING CORNER PHOTO 12 - MASONRY CHIMNEY AND UPPER ROOF

PHOTO 13 - WEST ELEVATION BALUSTRADE PHOTO 14 - WEST ELEVATION GUTTER TRANSITION PHOTO 15 - WEST ELEVATION EAVE LINE PHOTO 16 - TYPICAL CONDUCTOR BOX

PHOTO 17 - DOWNSPOUTS AT GRADE LEVEL

EXISTING BALUSTRADE TO REMAIN; APPLY LEAD T'S, TYPICAL.

TYPICAL ELECTRICAL CONDUIT PENETRATION; FIELD WRAP.

EXISTING WATER DIVERTER TO BE REMOVED AND DISPOSED OF.

EXISTING GUTTER COVERED WITH ASPHALT SHINGLES; REPLACE GUTTER AND

DOWNSPOUTS.

EXISTING ALUMINUM GUTTER; REMOVE AND DISPOSE OF.

PROVIDE NEW STEP FLASHINGS TO CONCEAL THE LIMITS OF EXISTING FLASHINGS;

TYPICAL.

REPLACE EXISTING CONDUCTOR BOX AND DOWNSPOUTS TO MATCH EXISTING;

TYPICAL.

PROVIDE CLEANOUTS AT GRADE LEVEL AT DESIGNATED LOCATION ONLY.

TIE DOWNSPOUT INTO SUB-GRADE DRAINAGE SYSTEM. COORDINATE WITH

OWNER FOR REPLACEMENT OF SUB-GRADE SYSTEM BY OTHERS.

1. THE INFORMATION SHOWN ON THIS DRAWING HAS BEEN COMPILED FROM VARIOUS SOURCES, AND MAY NOT REFLECT THE ACTUAL

CONDITIONS AT THE TIME OF CONSTRUCTION.

2. PHOTOGRAPHIC INDICATORS ARE IN APPROXIMATE LOCATIONS. THEY ARE NOT INTENDED TO DEFINE THE LIMITS OF WORK.

3. THE PHOTOGRAPHS SHOWN ON THIS SHEET ARE BOTH UNIQUE AND TYPICAL CONDITIONS. THEY ARE NOT MEANT TO BE ALL

ENCOMPASSING.

4. REFER TO G101 FOR ADDITIONAL INFORMATION.

5. THE PHOTOGRAPH INDICATORS SHOWN ON THIS SHEET DO NOT DEFINE TRADE WORK. THEY ARE INTENDED TO SHOW THE EXISTING CONDITIONS. REFER TO THE OTHER SHEETS IN THIS PACKAGE FOR ADDITIONAL INFORMATION.

PHOTO 18 - TYPICAL INTERIOR BOOK STACKS PHOTO 19 - ACCESS DOOR TO ATTIC SPACE

12 2 1 3 4 5 5 8 1 6 7 11 711 14 61

11 1 28 11 210 9 11102 12 13 1 14 3 1 8 21 8

1 11 714 15 16 14 15 15 141 17 1714

1417 19

ROOF AREA NOT IN CONTRACT (N.I.C.)

PHOTO INDICATOR (EXTERIOR)

PHOTO INDICATOR (INTERIOR)

LEGEND:

ROOF

AREA A

ROOF AREA B

PLAN

NORTH

C

1 2

A

B

3 4 5 6

D

E

This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

Copyright©2024

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DATENO. DESCRIPTION BY

SHEET TITLE

DRAWING SCALE

GRAPHIC SCALE

CHECKED BY

PROJECT NO.

DESIGNED BY

DRAWN BY

CADD FILE

DRAWING NO.

DATE

Gale Associates, Inc.

Engineers and Planners

300 LEDGEWOOD PL | ROCKLAND, MA 02073

P 781.335.6465 F 781.335.6467 www.gainc.com

Boston Baltimore Orlando Hartford Manchester Portland

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842830

AJM/JMM

CM/BHN

1/31/2025

100% SUBMISSION

842830 G100's

CM

AJM

AS NTOED

PHOTOGRAPHIC

DOCUMENTATION

G102

EXISTING MASONRY

PEDIMENT

CANOPY ROOF; NOT

IN CONTRACT. DO

NOT STORE MATERIAL

OR EQUIPMENT ON

ROOF.

EXISTING

CHIMNEY

ELEV. = 44'-0"±

48'-0"±

24'-6"±11'-9"± 11'-9"±

61'-3"±

11'-0"±

35'-6"±

14'-9"±

29'-3"±14'-3"± 14'-3"±

57'-9"±

ROOF AREA A

ELEV. = 36'-0"±

ROOF AREA B

LP ELEV. = 25'-0"±

HP ELEV. = 36'-0"±

SCALE:

A101

ROOF AREA PLAN

1/4"=1'-0"

PLAN

NORTH

LEGEND

ROOF EDGE

RIDGE/HIP LINE

VALLEY

GUTTER WITH DOWNSPOUT; REMOVE AND REPLACE

WATER DIVERTER TO BE REMOVED AND DISPOSED OF

STEEP-SLOPED ROOF SYSTEM WITH EXISTING WOOD ROOF DECK

STONE MASONRY

LIMESTONE WATERTABLE

LOW-SLOPE ROOF SYSTEM; ARROW INDICATES SLOPE

PRIMARY BUILDING ENTRANCE

SECONDARY BUILDING ENTRANCE

STRUCTURAL SLOPE;

# INDICATES SLOPE IN INCHES:INCHES

ALUMINUM ROOF LINE LOUVER

ROOF ELEVATION RELATIVE TO GRADE AT THE MAIN ENTRANCE WHICH IS

ASSUMED TO BE ZERO FEET; LP = LOW POINT; HP = HIGH POINT

DETAIL INDICATOR

WALKING PAD

ROOF DRAIN; # INDICATES DIAMETER

ROOF PENETRATION; # INDICATES DIAMETER

HEAT TRACE CABLE; REPLACE

VENT PIPE; # INDICATES DIAMETER

ROOF HATCH WITH ACRYLIC DOME

ALL ITEMS ARE EXISTING UNLESS OTHERWISE NOTED

10:12

ELEV.=_'-_"±

A50_

EXISTING BALUSTRADE

CORNER WALL; TYPICAL

EXISTING BALUSTRADE;

TYPICAL

EXISTING

CHIMNEY

ELEV. = 44'-0"±

4" 4"

VP

0 2' 4' 8'

10:12

10:12

10:12

10:12

10:12

10:12

10:12

10:12

10:12

V

VV

1. THE INFORMATION SHOWN ON THIS DRAWING HAS BEEN COMPILED FROM VARIOUS SOURCES

AND MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION.

2. FOR THE SAKE OF CLARITY, EACH INDIVIDUAL DETAIL HAS NOT BEEN INDICATED ON THE

PLANS AND/OR ELEVATIONS. INSTALLATION DETAILS HAVE BEEN INDICATED FOR TYPICAL

COMPONENTS AT RANDOM LOCATIONS.

3. HATCH PATTERNS ARE FOR REPRESENTATION ONLY AND SHOULD NOT BE USED AS A MEANS

FOR QUANTIFYING.

4. JOB SITE SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. GALE REPRESENTATIVES,

INCLUDING SUBCONSULTANTS RETAINED BY GALE, MAY VISIT THE JOB SITE FROM TIME TO

TIME. THESE VISITS ARE FOR CLARIFICATIONS OF SPECIFIC DESIGN RELATED ISSUES ONLY

AND ARE NOT FOR THE PURPOSES OF JOB SITE SAFETY. IT IS THE CONTRACTOR'S SOLE

RESPONSIBILITY TO COMPLY WITH ALL SITE SAFETY APPLICABLE REQUIREMENTS.

5. ALL ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL

REGULATIONS APPLICABLE TO THE PROJECT.

6. THE CONTRACTOR SHALL REPORT DETERIORATED OR UNSUITABLE STRUCTURAL

COMPONENTS OR SUBSTRATES TO THE OWNER PRIOR TO PERFORMING ANY INSTALLATION

WORK.

7. THE CONTRACTOR IS CAUTIONED THAT DUE TO BUILDING OCCUPANCY, THE OWNER

REQUIRES COMPLIANCE ON WORK HOURS, SCHEDULING, SET-UP, CLEANUP, PARKING,

SECURITY, ETC. REFER TO SPECIFICATIONS FOR OWNER REQUIREMENTS.

8. DETAILS NOT DEPICTED SHALL BE CONSTRUCTED IN A MANNER CONSISTENT WITH THE

DETAIL DRAWINGS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND LEGALLY DISPOSING OF ALL

MATERIALS LISTED AND/OR INDICATED ON THE DRAWINGS OR NOTED IN THE WRITTEN

SPECIFICATIONS ; TYPICAL.

10. THE BUILDING SHALL BE MAINTAINED IN A DUST FREE CONDITION. THE CONTRACTOR SHALL

PROVIDE ALL NECESSARY TEMPORARY PROTECTION TO ENSURE THE INTERIOR OF THE

BUILDING REMAINS DUST FREE. NO DEMOLITION CAN PROCEED UNTIL AN APPROVED

TEMPORARY PROTECTION SYSTEM IS IN PLACE.

11. DUE TO THE CONGESTION AROUND THE PROJECT SITE THE CONTRACTOR MUST PROVIDE

DETAILED TRAFFIC AND SCAFFOLDING PLANS TO THE OWNER FOR REVIEW. THE

CONTRACTOR WILL ONLY BE ALLOWED THE AREAS SHOWN FOR SETUP AND STORAGE OF

MATERIALS.

12. NOTIFY THE OWNER OF WORK LOCATIONS A MINIMUM OF 72 HOURS IN ADVANCE IN ORDER

THAT OCCUPANCY BELOW THE WORK AREAS MAY BE CONTROLLED.

GENERAL NOTES

4"

VP

EXISTING COPPER ICE DAM TO BE

REMOVED AND DISPOSED OF.

ROOF AREA D

ELEV. = 25'-0"±

ROOF AREA C

ELEV. = 25'-0"±

ALL DIMENSIONS

SHOWN ON THIS

SHEET ARE PLAN

DIMENSIONS

20'-0"±

PROVIDE CLEAN OUT

WHERE DOWNSPOUT

ENTERS SUB-GRADE

DRAINAGE SYSTEM.

EXISTING WATER DIVERTED

TO BE REMOVED AND

DISPOSED OF.

EXISTING SUB-GRADE

DRAINAGE SYSTEM

TO BE REMOVED AND

REPLACED BY

OTHERS;

COORDINATE WITH

OWNER.

PROVIDE AND INSTALL

SNOW TABS ABOVE

ENTRANCE WAY.

EXISTING SUB-GRADE

DRAINAGE SYSTEM TO BE

REMOVED AND REPLACED BY

OTHERS; COORDINATE WITH

OWNER.

PROVIDE GUTTER

EXPANSION JOINT.

A502

A502

A501

A504

A501

A501

A504

A501

A501

A501

SIM.

A502

A502

A502

A504

A501

A501

A503

A502 6 7

A502 A502 6 7

A502

A504

A504

A502

A501

A501

A501

A502

A502

A501

A501

A502

A502

A501

A502

SIM.

A504

A504

A502

SIM.

A502

SIM.

A502

SIM.

A501

A501

A503 3

A501

A501

A503

A501

EXISTING SUB-GRADE

DRAINAGE SYSTEM TO BE

REMOVED AND REPLACED BY

OTHERS; COORDINATE WITH

OWNER.

842830 A100s

CM

AJM

1/4"=1'-0"

ROOF AREA PLAN

A101

C

1 2

A

B

3 4 5 6

D

E

This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

Copyright©2024

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DATENO. DESCRIPTION BY

SHEET TITLE

DRAWING SCALE

GRAPHIC SCALE

CHECKED BY

PROJECT NO.

DESIGNED BY

DRAWN BY

CADD FILE

DRAWING NO.

DATE

Gale Associates, Inc.

Engineers and Planners

300 LEDGEWOOD PL | ROCKLAND, MA 02073

P 781.335.6465 F 781.335.6467 www.gainc.com

Boston Baltimore Orlando Hartford Manchester Portland

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842830

AJM/JMM

CM/BHN

1/31/2025

100% SUBMISSION

0 2' 4' 8'

8"

FLASHING MEMBRANE

SHEET METAL FLASHING

EXISTING WOOD BLOCKING

ROOF MEMBRANE

TAPERED INSULATION

LAP SEALANT; TYPICAL

EXISTING WOOD PLANK

ROOF DECK

ASPHALT SHINGLES

UNDERLAYMENT

HIGH TEMPERATURE BUTYL

BASED UNDERLAYMENT

CONTINUOUS CLEAT

ALL WORK ASSOCIATED WITH THIS

DETAIL TO BE PERFORMED BY THE

ROOFING CONTRACTOR UNLESS

DESIGNATED OTHERWISE.

6" MIN

ASPHALT SHINGLES

EXISTING WOOD PLANK

ROOF DECK

UNDERLAYMENT

HIGH TEMPERATURE BUTYL

BASED UNDERLAYMENT

CONTINUOUS CLEAT

FLASHING MEMBRANE

TERMINATION BAR

LAP SEALANT, TYPICAL

ROOF MEMBRANE

TAPERED INSULATION

EXISTING WOOD PLANK

ROOF DECK

18" MIN

4" MIN

6" MIN

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

SET SHEET METAL TRANSITION IN

WATER CUT OFF MASTIC.

6" MIN

RIDGE CAP SHINGLE

ASPHALT SHINGLES

EXISTING WOOD PLANK

ROOF DECK

UNDERLAYMENT

HIGH TEMPERATURE BUTYL

BASED UNDERLAYMENT

CONTINUOUS CLEAT

FLASHING MEMBRANE

TERMINATION BAR

LAP SEALANT, TYPICAL

ROOF MEMBRANE

TAPERED INSULATION

EXISTING WOOD PLANK

ROOF DECK

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

SET SHEET METAL TRANSITION IN

WATER CUT OFF MASTIC.

18" MINIMUM

17" MINIMUM

ASPHALT SHINGLES

HIGH TEMPERATURE BUTYL BASED

UNDERLAYMENT

HIGH TEMPERATURE BUTYL BASED

FLASHING SHEET

VALLEY FLASHING

EXPOSED SHEET METAL FLASHING SHALL

BE 6" MINIMUM WIDE AT THE HIGH

ELEVATIONS OF THE VALLEY ROOF AND

BECOME GRADUALLY WIDER (1" PER 10

FOOT SECTION) AS IT APPROACHES THE

ROOF EDGE.

PROVIDE 12" MINIMUM LAPS BETWEEN

VALLEY SHEET METAL SECTIONS.

SLIP SHEET

EXISTING WOOD PLANK ROOF DECK

COPPER VALLEY FLASHING

6" MINIMUM

PROVIDE SIMILAR CONFIGURATION ON

ADJACENT SURFACE

4" MIN.

2"

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

0 3" 6" 9" 0 3" 6" 9"

0 3" 6" 9"0 3" 6" 9"

SCALE:

A501

STEEP SLOPE TO LOW SLOPE ROOF TRANSITION

3"=1'-0" SCALE:

A501

STEEP SLOPE TO LOW SLOPE ROOF TRANSITION

3"=1'-0" SCALE:

A501

TYPICAL ROOF HIP

NOT TO SCALE

SCALE:

A501

TYPICAL ROOF VALLEY

3"=1'-0"SCALE:

A501

ROOF RIDGE TO LOW SLOPE ROOF TRANSITION

3"=1'-0"

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTINGALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTINGALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

6" MIN

4" MIN

6" MIN

HIGH TEMPERATURE

BUTYL BASED

UNDERLAYMENT

WRAPPED OVER HIP;

EXTEND MINIMUM

36" ON EACH SIDE

OF HIP

MANUFACTURER'S

SEALING STRIP

BELOW

FASTENERS

BELOW

CUT COVERINGS FOR HIPS USING A SELF-SEALING

THREE-TAB SHINGLE OR MANUFACTURER'S

SUPPLIED CAP.

1. PROVIDE MANUFACTURER'S HIP SHINGLES AS

REQUIRED.

2. UNDERLAYMENTS SHALL BE SHINGLE LAPPED TO

SHED WATER. REVERSE LAPS ARE NOT ALLOWED.

ALL WORK ASSOCIATED WITH THIS

DETAIL TO BE PERFORMED BY THE

ROOFING CONTRACTOR UNLESS

DESIGNATED OTHERWISE.

CUT LINES

MANUFACTURER'S

SEALING STRIPS

C

1 2

A

B

3 4 5 6

D

E

This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

Copyright©2024

PR

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DATENO. DESCRIPTION BY

SHEET TITLE

DRAWING SCALE

GRAPHIC SCALE

CHECKED BY

PROJECT NO.

DESIGNED BY

DRAWN BY

CADD FILE

DRAWING NO.

DATE

Gale Associates, Inc.

Engineers and Planners

300 LEDGEWOOD PL | ROCKLAND, MA 02073

P 781.335.6465 F 781.335.6467 www.gainc.com

Boston Baltimore Orlando Hartford Manchester Portland

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842830

AJM/JMM

CM/BHN

1/31/2025

100% SUBMISSION

842830 A500s

AS NOTED

A501

2" WIDE CLIPS SECURED

THROUGH TERMINATION

BARS

TERMINATION BAR

TAPERED EDGE STRIP

FLASHING MEMBRANE

ROOF MEMBRANE

TAPERED INSULATION

(THICKNESS VARIES)

REPOINT VERTICAL

SURFACE

EXISTING WATER

TABLE

EXISTING DENTIL

EXISTING BRICK

MASONRY WALL

EXISTING

WOOD PLANK

ROOF DECK

REMOVE EXISTING ASPHALTIC

COATING TO PERFORM THE WORK

EXISTING WATER TABLE JOINTS

ARE SPACED APPROXIMATELY

3'-0" ON CENTER

1 1/2" MIN

EXISTING BALUSTRADE BEYOND

BLIND NAILER; NOTCH AROUND

BALUSTRADE POSTS AND SEAL

TO SUBSTRATES

SHEET METAL COUNTER

FLASHING

LEAD T ON HORIZONTAL

SURFACE

REPOINT VERTICAL SURFACE

LEAD T ON HORIZONTAL

SURFACE

WIDTH VARIES

18"±

LEAD T ON HORIZONTAL SURFACE

2" WIDE CLIPS SECURED

THROUGH TERMINATION

BARS

TERMINATION BAR

TAPERED EDGE STRIP

FLASHING MEMBRANE

ROOF MEMBRANE

TAPERED INSULATION

(THICKNESS VARIES)

EXISTING WOOD PLANK

ROOF DECK1 1/2" MIN

EXISTING BALUSTRADE

BEYOND

BLIND NAILER; NOTCH

AROUND BALUSTRADE

POSTS AND SEAL TO

SUBSTRATES

SHEET METAL

COUNTER FLASHING

LEAD T ON HORIZONTAL

SURFACE

REPOINT VERTICAL

SURFACE

LEAD T ON HORIZONTAL

SURFACE

WIDTH VARIES

18"±

EXISTING ASPHALTIC COATING ON

BALLASTRADE AND WATERTABLE

CONTAINS ASBESTOS AND IS TO BE

REMOVED AND DISPOSED OF

APPROPRIATELY TO PERFORM THE

WORK

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

MASONRY

CONTRACTOR

WORK DESIGNATION

SYMBOLS

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

MASONRY

CONTRACTOR

WORK DESIGNATION

SYMBOLS

8" MIN.

6"MIN.

EXISTING MASONRY WALL

SAW CUT NEW REGLET

OPENING; FILL OPENING

WITH SEALANT

SEALANT; TOOL TO SHED

WATER

SHEET METAL REGLET

FLASHING; SET WITH LEAD

WEDGES AT 8" ON CENTER

AND SECURE WITH CLIPS

TERMINATION BAR

PLYWOOD SHEATHING

TERMINATION BAR

FLASHING MEMBRANE

LAP SEALANT, TYPICAL

EXISTING WOOD PLANK

ROOF DECK

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

APPLICATION OF STEP FLASHING

3" TOP LAP

5"

8-1/2"

ASPHALT SHINGLES

NAIL FLASHING TO ROOF

DECK ONLY

SHEET METAL FLASHING

NOT TO SCALE

6"

HEIGHT VARIES

8" MIN TO

12" MAX AT EAVES

EXISTING LIMESTONE SURROUND

SAW CUT NEW REGLET OPENING; FILL

OPENING WITH SEALANT

SEALANT; TOOL TO SHED WATER

REGLET FLASHING

2" WIDE CLIPS SECURED THROUGH

TERMINATION BARS

ASPHALT SHINGLES

STEP FLASHING

UNDERLAYMENT

MODIFIED BITUMEN UNDERLAYMENT

EXISTING WOOD PLANK ROOF DECK

2" MIN

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

MASONRY

CONTRACTOR

WORK DESIGNATION

SYMBOLS

MASONRY

CONTRACTOR SHALL

REPOINT LIMESTONE

JOINTS AS INDICATED

ON OTHER DETAILS

WITHIN THIS PACKAGE

EXISTING COPING STONE

REPOINT VERTICAL SURFACE

SEALANT; TOOL TO SHED

WATER

REGLET FLASHING

2" WIDE CLIPS SECURED

THROUGH TERMINATION BARS

1/2" PLYWOOD SHEATHING

TERMINATION BAR

LEAD T ON HORIZONTAL

SURFACE

REPOINT VERTICAL

SURFACE

REPOINT HORIZONTAL

JOINT

REPOINT VERTICAL

SURFACE

EXISTING LIMESTONE

SURROUND

APPROXIMATE LIMITS OF

EXISTING MORTAR JOINTS

TO BE POINTED

EXISTING WATER TABLE

EXISTING WATER TABLE

JOINTS AND SURROUND ARE

SPACED APPROXIMATELY 3'-0"

ON CENTER

6" MIN

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

MASONRY

CONTRACTOR

WORK DESIGNATION

SYMBOLS

SPACE

INTENTIONALLY

LEFT BLANK

0 3" 6" 9"

0 3" 6" 9" 0 3" 6" 9"

0 3" 6" 9" 0 3" 6" 9"

SCALE:

A502

BALCONY ROOF BALUSTRADE

3"=1'-0"

SCALE:

A502

HIDDEN VIEW OF BALCONY ROOF BALUSTRADE

3"=1'-0" SCALE:

A502

PARAPET DETAIL

3"=1'-0"

SCALE:

A502

LOW SLOPE ROOF TO WALL TRANSITION

3"=1'-0" SCALE:

A502

ASPHALT SHINGLE ROOF TO WALL TRANSITION

3"=1'-0" ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTINGALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

REFER TO DETAILS 20/A505

AND 21/A505 FOR ADDITIONAL

INFORMATION

REFER TO DETAILS

20/A505 AND 21/A505

FOR ADDITIONAL

INFORMATION

REFER TO DETAILS 20/A505

AND 21/A505 FOR ADDITIONAL

INFORMATION

9"±

EXISTING ASPHALTIC COATING ON

BALLASTRADE AND WATERTABLE

CONTAINS ASBESTOS AND IS TO BE

REMOVED AND DISPOSED OF

APPROPRIATELY TO PERFORM THE

WORK

EXISTING ASPHALTIC COATING ON

BALLASTRADE AND WATERTABLE

CONTAINS ASBESTOS AND IS TO BE

REMOVED AND DISPOSED OF

APPROPRIATELY TO PERFORM THE

WORK

C

1 2

A

B

3 4 5 6

D

E

This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

Copyright©2024

PR

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EC

T

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DATENO. DESCRIPTION BY

SHEET TITLE

DRAWING SCALE

GRAPHIC SCALE

CHECKED BY

PROJECT NO.

DESIGNED BY

DRAWN BY

CADD FILE

DRAWING NO.

DATE

Gale Associates, Inc.

Engineers and Planners

300 LEDGEWOOD PL | ROCKLAND, MA 02073

P 781.335.6465 F 781.335.6467 www.gainc.com

Boston Baltimore Orlando Hartford Manchester Portland

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842830

AJM/JMM

CM/BHN

1/31/2025

100% SUBMISSION

842830 A500s

3"=1'-0"

DETAILS

A502

0 3" 6" 9"

1 1/2"

GUTTER DOG SPACED

24" ON CENTER; MAXIMUM

GUTTER BOX

HIGH TEMPERATURE BUTYL

BASED UNDERLAYMENT

WOOD CANT

STIFFENING BAR

AND BRASS

HARDWARE

GUTTER BOX

FLASHING

HOOK STRIP

EXISTING MASONRY

WALL

EXISTING WOOD RAFTER

AND SILL PLATE

HIGH TEMPERATURE BUTYL BASE

UNDERLAYMENT

UNDERLAYMENT

ASPHALT SHINGLES

ASPHALT SHINGLE STARTER

COURSE

SLIP SHEET

EXISTING WOOD PLANK

ROOF DECK

IT IS THE INTENT OF THIS PROJECT TO REMOVE AND REPLACE THE GUTTERS TO

MATCH THE ORIGINAL PROFILE.

THE CONTRACTOR WILL BE REQUIRED TO EXPOSE THE GUTTER DURING

MOBILIZATION TO FIELD MEASURE/CONFIRM THE CONFIGURATION. THE

CONFIGURATION SHOWN IS BASED ON THE CONDITIONS THAT COULD BE OBSERVED

WITHOUT REMOVAL OF THE EXISTING ICE DAM PROTECTION.

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

SECTION A-A

LINE OF GUTTER BEYOND

GUTTER

1"

1"

GUTTER HANGERS, DOGS, DOWNSPOUTS,

STIFFENING BARS, AND OTHER COMPONENTS

NOT SHOWN FOR CLARITY.

WATER DIVERTER

GUTTER END CAP

SOLDER1 1/2"

ALL WORK ASSOCIATED WITH THIS

DETAIL TO BE PERFORMED BY THE

ROOFING CONTRACTOR UNLESS

DESIGNATED OTHERWISE.

DECORATIVE CONDUCTOR BOX

(6 TOTAL)

SCALE: NOT TO SCALE

1'-2"±

8"±

4 1/2"±

8"±

3 1/2"±

4"±

ALL DIMENSIONS ARE APPROXIMATE.

CONTRACTOR TO VERIFY IN FIELD.

REMOVE, STORE, AND PROTECT ONE

EXISTING CONDUCTOR BOX FOR

COMPARISON WITH THE REPLACEMENT

UNIT PRIOR TO INSTALLATION.

IT IS THE INTENT OF THIS PROJECT TO

MATCH THE EXISTING CONFIGURATION

AND PROFILE.

PROVIDE SCREEN OVER

OPENING TO PREVENT

DEBRIS ACCUMULATION

BUT ALLOW OVERFLOW

SPACE

INTENTIONALLY

LEFT BLANK

SPACE

INTENTIONALLY

LEFT BLANK

0 3" 6" 9"

SCALE:

A503

GUTTER EDGE

3"=1'-0"

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

SCALE:

A503

ISOMETRIC DECORATIVE

CONDUCTOR BOX

NOT TO SCALE

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

SCALE:

A503

GUTTER EXPANSION JOINT ISOMETRIC

NOT TO SCALE

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

ALL WORK ASSOCIATED WITH THIS

DETAIL TO BE PERFORMED BY THE

ROOFING CONTRACTOR UNLESS

DESIGNATED OTHERWISE

A

PROVIDE AND INSTALL WIRE BALL

STRAINER AT ALL DOWNSPOUT

LOCATIONS

TIE THE NEW DOWNSPOUT INTO THE

SUB-GRADE DRAINAGE SYSTEM.

COORDINATE WITH THE OWNER FOR

THE REMOVAL AND REPLACEMENT OF

THE SUB-GRADE SYSTEM BY OTHERS

AT THE DESIGNATED LOCATIONS.

C

1 2

A

B

3 4 5 6

D

E

This drawing and the design and construction features disclosed are proprietary to Gale Associates, Inc. and shall not be altered or reused in whole or part without the express written permission of Gale Associates, Inc.

Copyright©2024

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DATENO. DESCRIPTION BY

SHEET TITLE

DRAWING SCALE

GRAPHIC SCALE

CHECKED BY

PROJECT NO.

DESIGNED BY

DRAWN BY

CADD FILE

DRAWING NO.

DATE

Gale Associates, Inc.

Engineers and Planners

300 LEDGEWOOD PL | ROCKLAND, MA 02073

P 781.335.6465 F 781.335.6467 www.gainc.com

Boston Baltimore Orlando Hartford Manchester Portland

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842830

AJM/JMM

CM/BHN

1/31/2025

100% SUBMISSION

842830 A500s

AS NOTED

A503

SHEET METAL FLASHING FLANGE;

EXTEND MINIMUM 10" UP SLOPE;

STRIP-IN FLANGE WITH MODIFIED

BITUMEN STRIPPING

ASPHALT SHINGLES

UNDERLAYMENT

HIGH-TEMPERATURE RESISTANT

MODIFIED BITUMEN MEMBRANE -

EXTEND 36" ONTO ROOF DECK ABOVE,

BELOW, AND ON BOTH SIDES OF VENT

REPLACE ROOF LINE LOUVER

TO MATCH EXISTING

CLIPS

6" MIN. EXISTING WOOD PLANK

ROOF DECK

EXISTING WOOD

RAFTERS

MODIFIED BITUMEN UNDERLAYMENT

ASPHALT SHINGLE

HIGH TEMPERATURE BUTYL BASED UNDERLAYMENT

UNDERLAYMENT

MODIFIED BITUMEN UNDERLAYMENT

SNOW GUARD TAB

EXISTING WOOD PLANK ROOF DECK

EXISTING WOOD RAFTERS

SNOW GUARD TABS SHALL BE PLACED EVERY OTHER

JOINT (18"-24" DEPENDING ON WIDTH OF SLATES), AND

STAGGERED BETWEEN EVERY COURSE OF SHINGLES

UNLESS RECOMMENDED OTHERWISE BY THE

MANUFACTURER.

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

RIDGE LINE

SNOW GUARD TAB

GUTTER

24"

MULTIPLE

TIERS

LAYOUT PLAN OF SNOW TABS

SNOW GUARDS TO START

AT SECOND COURSE OF

SHINGLES AT EAVE.

11"

FIGURE A

FIGURE B

SHEET METAL

APRON

FLASHING

SHEET METAL CRICKET TO SHED

WATER

EXISTING BRICK MASONRY

CHIMNEY

SHEET METAL STEP FLASHING

SHEET METAL REGLET COUNTER

FLASHING

ASPHALT ROOFING

EXISTING BRICK MASONRY

CHIMNEY

SHEET METAL REGLET FLASHING

SHEET METAL CRICKET; PROVIDE

1/2"/FOOT MINIMUM SLOPE TO

SHED WATER

ASPHALT ROOFING

SHEET METAL REGLET COUNTER

FLASHING

SHEET METAL STEP FLASHING

SHEET METAL REGLET APRON

FLASHING

SOLDER ALL SEAMS

12" 18"

4"

6"

4"

FIGURE C

SHEET METAL CRICKET PAN

REFER TO THE ROOF TO

CHIMNEY/WALL AND TYPICAL

STEP FLASHING DETAILS FOR

ADDITIONAL INFORMATION.

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED

OTHERWISE.

MASONRY

CONTRACTOR

WORK DESIGNATION

SYMBOLS

COORDINATE FULL CHIMNEY

REPOINTING WITH THE

ROOFING OPERATIONS FOR

ORDERLY PROGRESS.

THE MASONRY CONTRACTOR

WILL BE RESPONSIBLE FOR

ERECTING AND MAINTAINING

THE SCAFFOLDING

REQUIRED TO ACCESS AND

REPOINT THE CHIMNEYS

ROOF HATCH

COMPRESSION ROD; ADHERE IN

PLACE

INSULATED ROOF HATCH CURB

FLASHING MEMBRANE

ROOF MEMBRANE

LAP SEALANT

COVERBOARD

TAPERED EDGE STRIP TO PROVIDE A

SMOOTH TRANSITION

TAPERED INSULATION

EXISTING WOOD PLANK ROOF DECK

6" NOMINAL WIDE WOOD BLOCKING TO

PROVIDE 8" MINIMUM FLASHING

HEIGHT ABOVE FINISHED ROOF

SURFACE

PROVIDE MANUFACTURER'S

WALKWAY PAD AROUND

HATCHES

8"

MIN.

FALL ARREST RAIL AROUND THE

HATCH IS NOT SHOWN FOR

CLARITY.

CLOSURE METAL

6" MIN.

PROVIDE TAPERED EDGE STRIP

OR TAPERED INSULATION

CRICKETS BEHIND HATCH TO

SHED WATER.

ALL WORK ASSOCIATED

WITH THIS DETAIL TO

BE PERFORMED BY THE

ROOFING CONTRACTOR

UNLESS DESIGNATED

OTHERWISE

EXISTING PENETRATION; DIAMETER

VARIES

SHEET METAL HOSE CLAMP OVER

MEMBRANE BUFFER STRIP; PROVIDE A

CONTINUOUS BEAD OF MASTIC BEHIND

MEMBRANE

SEPARATION LAYER AS REQUIRED BY

MEMBRANE MANUFACTURER

FLASHING MEMBRANE

ROOF MEMBRANE

COVERBOARD

LAP SEALANT

TAPERED INSULATION; HEIGHT VARIES

VAPOR RETARDER

EXISTING WOOD PLANK ROOF DECK

8"

MIN.

VARIES

ALL WORK ASSOCIATED WITH THIS DETAIL TO BE

PERFORMED BY THE ROOFING CONTRACTOR UNLESS

DESIGNATED OTHERWISE.

6" MIN.

0 3" 6" 9" 0 3" 6" 9"

0 3" 6" 9"0 3" 6" 9"

SCALE:

A504

CHIMNEY FLASHING

NOT TO SCALE

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

SCALE:

A504

SNOW TABS

3"=1'-0"

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

SCALE:

A504

ASPHALT SHINGLES ROOF LINE LOUVER

3"=1'-0"

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

SCALE:

A504

ROOF HATCH

3"=1'-0"

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

SCALE:

A504

PIPE WRAP

3"=1'-0"

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

ALL WORK ASSOCIATED WITH

THIS DETAIL TO BE PERFORMED

BY THE ROOFING CONTRACTOR

UNLESS DESIGNATED OTHERWISE

0 3" 6" 9"

SCALE:

A504

ROOF DRAIN - LEAD AND OAKUM

3"=1'-0"

ALL ITEMS ARE NEW UNLESS SPECIFIED AS EXISTING

PLUMBING

SUBCONTRACTOR

WORK DESIGNATION

SYMBOLS

1/2"/FT

REFER TO

TAPER

PLAN

TERMINATE AND CLAMP

ROOF

MEMBRANE/FLASHING

UNDER CLAMPING

RING; PROVIDE A

CONTINUOUS BEAD OF

WATER CUT-OFF

MASTIC UNDER

MEMBRANE ON

CLAMPING RING SEAT

UNDER DECK CLAMP

BOLTED SUPPORT RING AND GASKET

REMOVE AND REPLACE EXISTING DRAIN

BOWL; NEW ASSEMBLY IS TO HAVE

INTEGRAL EXTENDABLE COLLAR TO

ACCOMMODATE INSULATION AS SHOWN

LEAD AND OAKUM JOINT; REMOVE AND

REPLACE

PIPE INSULATION

EXISTING LEADER PIPE; PROVIDE LEADER

EXTENSION AS NECESSARY; CLEAR TO

ACHIEVE FREE FLOWING SYSTEM

TAPERED INSULATION; TAPER DRAIN

SUMP AT SLOPE AND DIMENSIONS AS

INDICATED

ROOF MEMBRANE

COVERBOARD

TAPERED INSULATION

SUMP INSULATION TO BE INSTALLED AS REQUIRED BY THE

MANUFACTURER.

DRAIN PIPE INSULATION SHALL EXTEND 24" MINIMUM

VERTICALLY, OR 12" BEYOND THE FIRST ELBOW

DIRECTION, WHICH EVER IS LESS.

COORDINATE INTERIOR

ACCESS WITH THE OWNER.

CLEAN DRAINS PRIOR TO AND AFTER COMPLETION OF

THE ROOFING OPERATION.

DRAIN SUMP

2'-0"

ALL WORK ASSOCIATED WITH THIS DETAIL TO BE

PERFORMED BY THE ROOFING CONTRACTOR UNLESS

DESIGNATED OTHERWISE.

VAPOR RETARDER

EXISTING WOOD PLANK ROOF DECK

PROVIDE NEW METAL SUMP

THE CONTRACTOR MUST PROVIDE

TEMPORARY PROTECTION ON THE

INTERIOR OF THE DRAIN LEADER LINE TO

PREVENT DUST MIGRATION INTO THE

BUILDING.

INTERLOCKING CAST IRON

STRAINER

PROVIDE ADJUSTABLE

EXTENSION SLEEVE AS

REQUIRED TO

ACCOMMODATE INSULATION

THICKNESS

EXISTING

OPENING

C

1 2

A

B

3 4 5 6

D

E

This…