8-Roof Replacement at Golden Age Manor Issued 3-9-25.pdf

PDF 13 MB Posted Mar 9, 2026

Attached to: Golden Age Manor First Floor Improvements and Accessible Front Entrance
Solicitation number: Not on record
Issued by: Montgomery County, Polk Borough, Pennsylvania

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Written by GovTribe AI · Mar 16, 2026

This is a bid solicitation document issued by the Montgomery County Housing Authority (MCHA) for a roof replacement project at Golden Age Manor, a 5-story, 85-unit residential property located at 400 Walnut Street, Royersford, Pennsylvania 19468. The project encompasses comprehensive roofing work including demolition of existing built-up and standing seam metal roof systems, installation of new EPDM and standing seam metal roofing with rigid insulation and cover board, replacement of all metal flashing and trim, installation of new mechanical curbs and conduit supports, replacement of 22 centrifugal exhaust fans, and replacement of 5 soffit lighting fixtures. The work is divided into three separate prime contracts: General Construction (roofing systems and structural work), Mechanical Construction (exhaust fan installation), and Electrical Construction (fan and lighting connections). Sealed bids must be submitted electronically via the PennBid Program no later than 2:00 P.M. on Monday, March 30, 2026, with public bid opening at Robert P. Smith Towers, 501 East High Street, Pottstown, Pennsylvania 19464. A non-mandatory pre-bid meeting and site visit are scheduled for 1:00 P.M. on Thursday, March 19, 2026, at the project location. Bidding documents are available on the PennBid platform beginning Monday, March 9, 2026. The contractor must achieve substantial completion within 90 calendar days of the Notice to Proceed and final completion within 10 days thereafter.

Bidders must submit a bid bond equal to five percent of the total bid amount via the PennBid Program, with successful contractors required to furnish Performance and Payment Bonds equal to 100 percent of the contract price. The project is funded by Community Development Block Grant (CDBG) and is subject to Build America, Buy America Act requirements, mandating that all iron, steel, manufactured products, and construction materials be produced in the United States. The contract is subject to Davis-Bacon prevailing wage requirements with wage rates established for building construction in Pennsylvania (Decision Number PA20260099, effective February 2, 2026). Contractors must comply with Section 3 of the Housing and Urban Development Act of 1968, directing economic opportunities to low- and very low-income persons and HUD assistance recipients. General conditions, profit, and overhead are limited to 20 percent of all line items except bond premiums. The contractor must provide a three-year warranty on all work, 30 years on the roofing system, 20 years on sheet metal flashing finishes, and 5 years on aluminum awning frames. Liquidated damages are assessed at $500 per day for failure to meet the contract completion deadline. The project is subject to Section 3 employment requirements, prevailing wage compliance, non-discrimination provisions, and the Public Works Employment Verification Act, requiring use of the E-Verify Program for all new employees.

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Section I-1

Bid Documents Roof Replacement

Golden Age Manor, 400 Walnut Street, Royersford, PA 19468

Montgomery County Housing Authority Modernization Department

Robert P. Smith Towers 501 East High Street Pottstown, PA 19464

610-326-7332 PA Voice Relay 800-654-5988

MARCH 9, 2026

Section I-2

Table of Contents

Section I: Invitation for Bids .................................................................................................... I-3

A. Formal Invitation .......................................................................................................... I-3

B. Building Location, Structure, Composition and Notice .................................................. I-3

C. Bid Structure ................................................................................................................ I-3

Section II: Bid Documents ...................................................................................................... II-4

A. Bid Documents ............................................................................................................ II-4

B. Pre-Bid Meeting and Site Visit ..................................................................................... II-4

C. Bid Package ................................................................................................................. II-4

D. Security Requirements ................................................................................................ II-5

E. Submission Deadline.................................................................................................... II-5

F. Explanations and Interpretations ................................................................................. II-5

G. General Conditions for Construction ............................................................................ II-5

H. Representation of Personnel ....................................................................................... II-5

I. HEALTH AND SAFETY PROTOCOLS ............................................................................... II-6

J. Timeline Summary ....................................................................................................... II-6

K. Warranty of Construction ............................................................................................ II-6

L. Labor Standards – Davis Bacon and Related Acts ......................................................... II-7

M. Liquidated Damages .................................................................................................... II-7

N. Additional Conditions of the Owner ............................................................................. II-7

O. Build America, Buy America Requirements .................................................................. II-8

P. Contract Forms ............................................................................................................ II-8

Appendix A: Plans and Specifications ........................................................................................ A Appendix B: Bid Package .......................................................................................................... B Appendix C: General Conditions for Construction Contracts (HUD-5370) and Supplemental

General Conditions ............................................................................................................. C Appendix D: Davis Bacon Prevailing Wage Rates...................................................................... D Appendix E: Contract Forms ...................................................................................................... E

Appendix F: Treasury Listing of Approved Sureties .................................................................. F

Section I-3

Section I: Invitation for Bids

A. Formal Invitation

Contractors are to review the formal Invitation for Bids included under Appendix B.

B. Building Location, Structure, Composition and Notice

Golden Age Manor, located at 400 Walnut Street, Royersford, PA 19468 is a 5 story, 85 unit property built in 1971. The building is comprised of efficiencies and one bedrooms and predominately serves the elderly and disabled.

Notice is hereby given that The Montgomery County Housing Authority (MCHA) will receive sealed bids electronically via the PennBid Program (https://pennbid.bonfirehub.com) for General, Electrical and Mechanical Construction for Roof Replacement at Golden Age Manor, 400 Walnut Street, Royersford, PA 19468 funded by Community Development Block Grant (CDBG) for the scope of work which is include under Appendix A and any addenda.

C. Bid Structure

The Bid is structured as follows:

General Construction - One (1) base bid to include all work shown in and required by plans, specifications and any addenda.

Electrical Construction - One (1) base bid to include all work shown in and required by plans, specifications and any addenda.

Mechanical Construction - One (1) base bid Base Bid to include all work shown in and required by plans, specifications and any addenda.

The MCHA reserves the right to accept or reject any bid if the MCHA determines that it is in its best interest to do so.

If a bidder submits bids for multiple primes (General, Electrical and Mechanical), then the bidder must submit a separate and complete sealed bid and Bid Bond with Certificate of Corporate Principal via the PennBid Program for each prime. After award, a Signature Form, Performance Bond, Payment Labor and Materialmen’s Bond and Agreement must be submitted for each prime.

If the same bidder successfully bid for more than one prime, the bidder will be required to submit separate executed forms (payment and performance bonds on the required forms, properly executed Public Works Employee Verification Forms, agreement and insurance certificates reflecting the required coverages and limits) for each prime awarded within two (2) business days of notification of the MCHA’s award for each prime.

Any questions or concerns should be submitted to the MCHA in accordance with the Instructions to Bidders, as modified by the Supplementary Instructions to Bidders.

https://pennbid.bonfirehub.com/

Section II-4

Section II: Bid Documents

A. Bid Documents

Bid Documents, including plans and specifications may only be viewed on PennBid Program (https://pennbid.bonfirehub.com) on or after Monday, March 9, 2026.

B. Pre-Bid Meeting and Site Visit

A Non-Mandatory Pre-Bid Meeting is scheduled for 1:00 P.M. prevailing time on Thursday, March 19, 2026 at Golden Age Manor, 400 Walnut Street, Royersford, PA 19468. A site visit will immediately follow.

C. Bid Package

Contractors bidding on this project are to submit forms listed below and under Appendix B. If a bidder plans to submit bids for multiple primes (General, Electrical and Mechanical), then the bidder must submit the forms below for each prime. Sealed Bids must be submitted electronically via the PennBid Program (https://pennbid.bonfirehub.com). MCHA will only accept Bids submitted electronically via the PennBid Program.

1. Required forms that MUST BE UPLOADED on PennBid with bid for your bid to be responsive:

Bid Bond with Certificate as To Corporate Principal (3 pgs.)

Non-Collusion Affidavit of Prime Bidder (1 pg.)

Representations, Certifications, and Other Statements (HUD-5369-A) (4 pgs.)

Bid Cost Breakdown Form (1 pg.)* BABA Bidder Certification (1 pg.)

2. Upon request from MCHA, the following forms MUST BE completed within two days:

Transmittal Letter (1 pg.)

Invitation for Bids (1 pg.)

Instructions to Bidders for Contracts (HUD-5369) (5 pgs.)

Supplementary Instructions to Bidders (5 pgs.)

Statement of Bidders Qualifications for Prime Contractor (2 pgs.)

Form of Certificate of Insurance (2 pgs.)

Certification of Section 3 Business Concern (2 pg.)

Statement of Information Required by HUD Form NO. 674 (1 pg.)

* The Bid Cost Breakdown is provided as information to the MCHA. The Bid Cost Breakdown shall in no way alter the Bidder’s bid price, nor shall it serve to limit the scope of work required by Contract Documents.

All Bids submitted shall be subject to all requirements of the Bid Documents and scope of work.

Section II-5

All forms in the Bid Package must be signed and notarized where required. Any Bids not conforming to these instructions may be rejected at the sole discretion of the MCHA. Upon request, bidders shall submit additional documents within two (2) business days.

Statement of Bidders Qualifications for Prime Contractor must be submitted.

Bidders are advised that general conditions, profit and overhead limited to 20% of all other line items except bond premium.

Bidder’s Build America, Buy America Act (BABA) Certification must be submitted.

D. Security Requirements

A Certified Check or Bank Draft, payable to the order of "The Montgomery County Housing Authority", U.S. Government Bonds, or a satisfactory Bid Bond, executed by the bidder and acceptable sureties in an amount equal to five percent (5%) of the bid shall be submitted electronically via the PennBid Program (https://pennbid.bonfirehub.com). For Treasury Listing of Approved Sureties see https://www.fiscal.treasury.gov/files/surety-bonds/list-certified-companies.pdf and/or Appendix F.

E. Submission Deadline

Bid packages will be submitted electronically via the PennBid Program (https://pennbid.bonfirehub.com) until 2:00 P.M. prevailing time, Monday, March 30, 2026, at which time, the Bids will be publicly opened at Robert P. Smith Towers, 501 East High Street, Pottstown, PA 19464. MCHA will only accept Bids submitted electronically via the PennBid Program.

F. Explanations and Interpretations

All explanations and interpretations to prospective bidders shall be in accordance with Instructions to Bidders for Contracts, 2. Explanations and Interpretations to Prospective Bidders and the Supplement Instructions to Bidders, page 2 and 3 of 5 under Appendix B.

G. General Conditions for Construction

Contractors are to review the General Conditions for Construction Contracts (HUD-5370) and Supplemental General Conditions under Appendix C.

H. Representation of Personnel

In submitting their Bids respondents are representing that their personnel shall be available to perform the services described for the duration of the contract, barring illness, accident or other unforeseeable events of a similar nature in which cases the respondent must be able to provide a qualified replacement. Such representation shall be valid for a minimum of 120 calendar days after the bid due date and time. Furthermore, all personnel shall be considered to be, at all times, https://pennbid.bonfirehub.com/ https://www.fiscal.treasury.gov/files/surety-bonds/list-certified-companies.pdf https://www.fiscal.treasury.gov/files/surety-bonds/list-certified-companies.pdf

Section II-6 the sole employees of the respondent under its sole direction and not employees or agents of the

MCHA.

The MCHA requires that contractors, their employees, subcontractors, consultants and employees of subcontractors and consultants provide the MCHA with a satisfactory State Criminal History Report from the state that contractors, their employees, subcontractors, consultants and employees of subcontractors and consultants reside in from the State Police (if Pennsylvania use https://epatch.state.pa.us/Home.jsp) and nationwide criminal history report from a reputable criminal background search firm for each individual who will be on site performing work for the MCHA. Such reports shall be dated no earlier than six months prior to the date of submission to the MCHA. The reports must be submitted within 10 days of contract execution.

The MCHA will review the reports and may disqualify an individual based upon the content of the report if the MCHA determines that the information in the report reveals a history of conduct that would adversely affect the health, safety, welfare, right to peaceful enjoyment or personal security of the MCHA’s employees or residents. The MCHA will notify the Contractor in writing if (a) the MCHA determines that any individual is disqualified, (b) the MCHA determines that the reports provided are inadequate and further reports are necessary or (c) if the MCHA determines that further information is necessary to evaluate the report. The Contractor shall bear all costs associated with providing the MCHA with satisfactory reports and other related information.

I. HEALTH AND SAFETY PROTOCOLS

Contractors shall be required to comply with MCHA health and safety protocols, which are subject to change and may include, among other things, masking, social distancing, gloves, and sanitizing stations.

J. Timeline Summary

The contractor shall complete all work required under the contract within 90 calendar days from Notice to Proceed until final acceptance. See General Conditions for Construction Contracts (HUD-5370), Administrative Requirements, 25. Contract Period, Appendix C.

K. Warranty of Construction

The contractor must provide the warranties as described in the Technical Specifications and the warranty form included with these Bidding Documents. The required warranties include, but are not necessarily limited to (1) a warranty that the work performed for this project conforms to the project requirements and is free of any defect in equipment, material, or workmanship, performed by the contractor or subcontractor or supplier at any tier for a period of three years from the date of final acceptance of the work, (2) a warranty of 30 years on the roofing system and (3) a warranty of 20 years on sheet metal flashing against evidence of deterioration of

Section II-7 factory-applied finishes and 4) a warranty of 5 years for aluminum frames on metal awning. See General Conditions for Construction Contracts (HUD-5370) Section 23, Appendix C.

L. Labor Standards – Davis Bacon and Related Acts

The project is subject to Labor Standard Requirements as outlined in the General Conditions for Construction Contracts (HUD-5370), 46. Labor Standards – Davis Bacon and Related Acts, Appendix C.

The prevailing wage rates in effect for this project are:

Building, General Decision Number: PA20260099, Modification Number 0, Publication Date 2/2/2026, Appendix D.

This project is subject to the Public Works Employment Verification Act. As a precondition of the Contract, the successful bidder shall submit a properly executed Public Works Employment Verification Form to MCHA along with its payment and performance bonds and insurance certificates.

MCHA uses LCP Tracker payroll system. All payrolls are to be submitted weekly through the LCP Tracker payroll system for contractors and their sub-contractors. Contractors are responsible for their sub-contractor’s payroll submittals.

M. Liquidated Damages

If the contractor fails to complete the work within the time specified in the contract, or any extension, as specified in the clause entitled Default of this contract, the Contractor shall pay to the MCHA as liquidated damages, the sum of $500.00 for each day of delay. See Supplemental General Conditions, Appendix C.

N. Additional Conditions of the Owner

The contract is subject to the requirements of Section 3 of Housing and Urban Development Act of 1968 as amended. These provisions impose certain requirements on contractors and subcontractors on projects receiving HUD financial assistance to enhance economic opportunities for low and very low income persons, as well as certain record keeping and reporting requirements.

Attention is called to the fact the Contractor must ensure that employees and applicants for employees are not discriminated against because of their race, color, religion, sex or national origin.

All Contractors are to review General Conditions and Certification of Section 3 Business Concern under Appendix C.

Section II-8

The MCHA reserves the right to reject any or all Bids or to waive any informalities or irregularities in the bidding when, in the opinion of the MCHA, such rejections or waivers shall be to its interest or advantage.

Prior to awarding this contract, Bids may be held by the MCHA for a period not to exceed sixty

(60) calendar days from the date of Bid Opening for the purpose of reviewing the Bids and investigating the qualifications of Bidders. If award is delayed pending the approval of another government agency or the award of a grant, then the Bid may be held for up to 120 days.

O. Build America, Buy America Requirements

This project is subject to the Build America, Buy America Act; therefore, all iron, steel, manufactured products, and construction materials incorporated in the Project must be produced in the United States. For further information on these requirements and the Contractor’s obligations, please see the Certification required as part of the Bid Documents and the detailed requirements contained in the Supplemental General Conditions.

P. Contract Forms

All contractors are to review the contract forms included under Appendix E. The successful bidder will be responsible to complete these contract forms in their entirety following bid award.

Signature Form (1 pg.)

Previous Participation Certification HUD-2530 (4 pgs.)

Public Works Employee Verifications Form (1 pg.)

Performance Bond (3 pgs.)

Payment\Labor and Materialmen’s Bond (2 pgs.)

Agreement (2 pgs.)

Stipulation Against Liens (1 pg.)

Contractor’s Certification (2 pgs.)

Sub-Contractor’s Certification (2 pgs.)

MCHA Section 3 Forms:

Section 3 New Requirements (2 pgs.)

Is My Business a Section 3? (1 pg.)

Am I a Section 3 Worker? (1 pg.)

Certification of Section 3 Employee Status (1 pg.)

Hours Worked Reporting Form (1 pg.)

Montgomery County Department of Housing & Community Development Section 3 Forms:

Affirmative Action Plan for Utilization of Section 3 Project Businesses (1 pg.)

Section 3 Project Area, Manpower Utilization Table (1 pg.)

Warranty of Construction (3 pgs.)

BABA Contractor and Subcontractor Certification (1 pg.)

Appendix A: Plans and Specifications

LOCATION MAP

HAMMEL ASSOCIATES ARCHITECTS,

Lancaster, PA

(717) 393.3713

LLC

JOINT SEALER SCHEDULE BUILDING DATA ( 2021 IBC )

BUILDING CODE REQUIREMENTS

WEB: WWW.HAMMELARCH.COM EMAIL: INFO@HAMMELARCH.COM

ANNOTATION SYMBOLS

ABBREVIATIONS

CONSTRUCTION NOTES

COVER SHEET

PJ TLV

CS1.1

ARCHITECTURAL

DRAWING INDEX

AS NOTED

All dimensions, measurements and or notification.

project conditions shall be checked and verified in the field by the contractor. Refer all differences, in writing, to the architect for consideration prior to proceeding with the work. The contractor shall bear the cost of rectifying work not approved by the architect, caused by lack of coordination and

HAMMEL ASSOCIATES ARCHITECTS, LLC

MONTGOMERY COUNTY

HOUSING AUTHORITY

ROOF REPLACEMENT AT

GOLDEN AGE MANOR

400 WALNUT STREET

ROYERSFORD, PA. 19468

03.05.2026

25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com

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MONTGOMERY COUNTY HOUSING AUTHORITY

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NOT TO SCALE

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SEALANT TYPE

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CONSTRUCTION TYPE:

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BUILDING HEIGHT:

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OCCUPANCY:

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EXISTING, 5 STORIES + PENTHOUSE

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NON-COMBUSTIBLE, 2B

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R-2 USE GROUP

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EMERGENCY LIGHTING:

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AUTOMATIC SPRINKLERS:

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FIRE ALARM SYSTEM:

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YES, EXISING

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YES, EXISTING

AutoCAD SHX Text INSTALL JOINT SEALANTS IN ACCORDANCE WITH DESCRIPTIONS AND LOCATIONS LISTED, AND IN LOCATIONS IDENTIFIED ON DRAWINGS BY DRAWING DESIGNATIONS LISTED ABOVE.

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NOTE:

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DRAWING DESIGNATION

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FIRE SEPARATION:

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EXISTING

AutoCAD SHX Text EXTERIOR & INTERIOR VERTICAL JOINTS BETWEEN METAL & CONCRETE, UNIT MASONRY MORTAR, OR STONE; INTERIOR & EXTERIOR PERIMETER JOINTS OF METAL & WOOD FRAMES IN EXTERIOR WALLS; & EXTERIOR OVERHEAD JOINTS.

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ONE-PART NONACID- CURING SILICONE SEALANT

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ES-1

AutoCAD SHX Text EXTERIOR & INTERIOR JOINTS IN HORIZONTAL SURFACES OF CONCRETE; BETWEEN METAL & CONCRETE, MORTAR & MASONRY.

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MULTI-PART POURABLE URETHANE SEALANT

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ES-2

AutoCAD SHX Text EXPOSED JOINTS WITHIN GLAZED CURTAIN WALL FRAMING SYSTEM, & ALUMINUM ENTRANCE FRAMING SYSTEM.

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ONE-PART ACID-CURING SILICONE SEALANT

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ES-3

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RESTROOMS, LOCKER & SHOWER AREAS

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ONE-PART MILDEW- RESISTANT SILICONE SEALANT

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ES-4

AutoCAD SHX Text VERTICAL & HORIZONTAL JOINTS OF CONCRETE, BETWEEN CONCRETE, POOL & CONCRETE DECK.

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TWO-PART URETHANE SEALANT

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ES-5

AutoCAD SHX Text INTERIOR JOINTS IN FIELD-PAINTED VERTICAL & OVERHEAD SURFACES AT PERIMETER OF HOLLOW METAL DOOR FRAMES; IN GYPSUM DRYWALL, PLASTER & CONCRETE OR CONCRETE MASONRY; & ALL OTHER INTERIOR JOINTS NOT INDICATED OTHERWISE.

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ACRYLIC-EMULSION SEALANT

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AutoCAD SHX Text EXTERIOR JOINTS BETWEEN EXISTING & NEW ASPHALT PAVING & ASPHALT PAVING & MASONRY OR CONCRETE.

AutoCAD SHX Text BUTYL-ASPHALT SEALANT, AC-20 IN ACCORDANCE WITH PA. DEPT. TRANSPORTATION TITLE 408 SPECIFICATIONS.

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BAS-1

AutoCAD SHX Text THROUGH PENETRATIONS IN FIRE RESISTANCE RATED FLOOR & WALL ASSEMBLIES INVOLVING MULTIPLE PIPES, CONDUITS & OTHER ITEMS.

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FOAMED-IN-PLACE FIRE-STOPPING SEALANT

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FSS-1

AutoCAD SHX Text THROUGH PENETRATIONS IN FIRE RESISTANCE RATED FLOOR & WALL ASSEMBLIES INVOLVING SINGLE PIPES, CONDUITS & WHERE JOINT WIDTHS ARE NARROW.

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ONE-PART FIRE-STOPPING SEALANT

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FSS-2

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AUTOMATIC FIRE

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YES

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%%UBUILDING AREA:

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TOTAL ROOF AREA: ± 12,127 SF, VIF

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DETECTION SYSTEM:

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PROJECT NORTH

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ACTUAL NORTH

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%%UELEVATION%%U

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ELEVATION NUMBER

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SHEET NUMBER

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DIRECTIONAL ARROW

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STAIR OR RAMP

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PROJECT NORTH

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OR CONTROL POINT

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LEVEL LINE

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NORTH ARROW

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DOOR NUMBER

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WINDOW TYPE

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ROOM NUMBER

AutoCAD SHX Text %%UROOM IDENTIFICATION%%u

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SHEET NUMBER

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DETAIL NUMBER

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SHEET NUMBER

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SECTION NUMBER

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%%USECTIONS%%U

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%%UDETAIL%%U

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ROOM NAME

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AutoCAD SHX Text CS1.1 COVER SHEET COVER SHEET DA1.1 DEMOLITION & ALTERATION ROOF PLAN DEMOLITION & ALTERATION ROOF PLAN A1.1 ROOF PLAN ROOF PLAN A5.1 DETAILS DETAILS A5.2 DETAILSDETAILS

AutoCAD SHX Text AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR ACCOM ACCOMMODATE ACCOMMODATE ACCORD ACCORDANCE ACCORDANCE AC ACOUSTIC ACOUSTIC ADJ ADJUSTABLE/ADJACENT ADJUSTABLE/ADJACENT ALT ALTERNATE ALTERNATE AL ALUMINUM ALUMINUM AB ANCHOR BOLTS ANCHOR BOLTS APA AMERICAN PLYWOOD ASSOCIATION AMERICAN PLYWOOD ASSOCIATION ARCH ARCHITECT(URAL) ARCHITECT(URAL) ASPH CONC ASPHALT CONCRETE PAVING ASPHALT CONCRETE PAVING @ AT AT BRG BEARING BEARING B PL BEARING PLATE BEARING PLATE BM BENCH MARK BENCH MARK BIT BITUMINOUS BITUMINOUS BIT-DP BITUMINOUS DAMPPROOFING BITUMINOUS DAMPPROOFING BLK BLOCK BLOCK BD BOARD BOARD BOT BOTTOM BOTTOM BRK BRICK BRICK BLDG BUILDING BUILDING CAB CABINET CABINET CI CAST IRON CAST IRON CLG CEILING CEILING CL CENTER LINE CENTER LINE CER T CERAMIC TILE CERAMIC TILE CIRC CIRCULATION CIRCULATION CJ CONTROL JOINT CONTROL JOINT CLO CLOSET CLOSET COL COLUMN COLUMN COMP COMPUTER COMPUTER CONC CONCRETE CONCRETE CONF CONFERENCE CONFERENCE CMU CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS COORD COORDINATE COORDINATE DEM DEMOLISH, DEMOLITION DEMOLISH, DEMOLITION DTL DETAIL DETAIL DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DR DOOR DOOR DN DOWN DOWN DS DOWNSPOUT DOWNSPOUT DF DRINKING FOUNTAIN DRINKING FOUNTAIN EL ELEVATION ELEVATION ELEC ELECTRIC(AL) ELECTRIC(AL) EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EC ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR ELEV ELEVATION, ELEVATOR ELEVATION, ELEVATOR ENG ENGINEER ENGINEER EPS EXPANDED POLYSTERENE EXPANDED POLYSTERENE ETR EXISTING TO REMAIN EXISTING TO REMAIN EQ EQUAL EQUAL EXIST EXISTING EXISTING EXP JT EXPANSION JOINT EXPANSION JOINT EXP EXPOSED EXPOSED EXT EXTERIOR EXTERIOR EXTR PS EXTRUDED POLYSTYRENE EXTRUDED POLYSTYRENE FG BATT FIBERGLASS BATT FIBERGLASS BATT FIN FINISH FINISH FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FINISHED FLOOR FRTW FIRE RESISTANT TREATED WOOD FIRE RESISTANT TREATED WOOD FLG FLASHING FLASHING FL FLOOR FLOOR FD FLOOR DRAIN FLOOR DRAIN FTG FOOTING FOOTING GA GAGE, GAUGE GAGE, GAUGE GALV GALVANIZED GALVANIZED GL GLASS GLASS GC GENERAL CONTRACT(OR) GENERAL CONTRACT(OR) GTR GUTTER GUTTER GWB GYPSUM DRYWALL (WALLBOARD) GYPSUM DRYWALL (WALLBOARD) GWB-X GWB, TYPE X (FIRE RESISTIVE CLASSIFICATION) GWB, TYPE X (FIRE RESISTIVE CLASSIFICATION) HVAC HEATING, VENTILATING AND AIR CONDITIONING HEATING, VENTILATING AND AIR CONDITIONING HC HOLLOW CORE HOLLOW CORE HL-CMU HOLLOW LOADBEARING CMU HOLLOW LOADBEARING CMU HM HOLLOW METAL STEEL HOLLOW METAL STEEL HORIZ HORIZONTAL HORIZONTAL HR HOUR HOUR HT HEIGHT HEIGHT ID INSIDE DIAMETER INSIDE DIAMETER INS INSULATE(D)(ION) INSULATE(D)(ION) INT INTERIOR INTERIOR INV INVERT INVERT JST JOIST JOIST JT JOINT JOINT LAM LAMINATE(D)(ION) LAMINATE(D)(ION) LES LEAD EXPANSION SHIELD LEAD EXPANSION SHIELD LLV LONG LEG VERTICAL LONG LEG VERTICAL LIN FT LINEAL FOOT LINEAL FOOT MH MANHOLE MANHOLE MFR MANUFACTURER MANUFACTURER MO MASONRY OPENING MASONRY OPENING MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MC MECHANICAL CONTRACTOR MECHANICAL CONTRACTOR MCP MELAMINE COATED PARTICLE BOARD MELAMINE COATED PARTICLE BOARD MET/MTL METAL METAL MIN MINIMUM MINIMUM MLD MOLDING, MOULDING MOLDING, MOULDING MTD MOUNTED MOUNTED NA NOT APPLICABLE NOT APPLICABLE NAT NATURAL NATURAL NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE NO OR # NUMBER NUMBER OC ON CENTER ON CENTER OFF OFFICE OFFICE OP PL OF OPEN PLAN OFFICE OPEN PLAN OFFICE H-STL JST OPEN WEB STEEL JOISTS OPEN WEB STEEL JOISTS OPG OPENING OPENING OD OUTSIDE DIAMETER OUTSIDE DIAMETER OH OVERHEAD OVERHEAD PART PARTITION PARTITION PNT PAINT(ED) PAINT(ED) PL PLATE PLATE PC PLUMBING CONTRACTOR PLUMBING CONTRACTOR PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLYWD PLYWOOD PLYWOOD PT PRESSURE TREATED PRESSURE TREATED PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RWC RAIN WATER CONDUCTOR RAIN WATER CONDUCTOR RECPT RECEPTION RECEPTION REINF REINFORCING REINFORCING REBAR REINFORCING BARS REINFORCING BARS REP REPRESENTATIVE REPRESENTATIVE REQ REQUIRED REQUIRED ROW RIGHT OF WAY RIGHT OF WAY RF ROOF ROOF RF DK ROOF DECKING ROOF DECKING RD ROOF DRAIN ROOF DRAIN RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING SDO SALVAGE & DELIVER TO OWNER SALVAGE & DELIVER TO OWNER SHT SHEET SHEET SKL SKYLIGHT SKYLIGHT SL SLATE SLATE SC SOLID CORE SOLID CORE SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STL JST STEEL JOIST STEEL JOIST STL STD STEEL STUD STEEL STUD STO STORAGE STORAGE STR STRUCTURE/STRUCTURAL STRUCTURE/STRUCTURAL STR STL STRUCTURAL STEEL STRUCTURAL STEEL SYS SYSTEM SYSTEM TEL TELEPHONE TELEPHONE TMP TEMPERED TEMPERED T&G TONGUE AND GROOVE TONGUE AND GROOVE T.O. TOP OF TOP OF TOC TOP OF CURB TOP OF CURB TOF TOP OF FOOTER TOP OF FOOTER TOS TOP OF STEEL TOP OF STEEL TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VB VAPOR BARRIER VAPOR BARRIER VERT VERTICAL VERTICAL VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VIF VERIFY IN FIELD VERIFY IN FIELD VWB VINYL WALL BASE VINYL WALL BASE VWC VINYL WALL COVERING VINYL WALL COVERING WAIT WAITING WAITING WWF WELDED WIRE FABRIC WELDED WIRE FABRIC W/ WITH WITH W/O WITHOUT WITHOUT WOL WOLMANIZED WOLMANIZED WD WOOD WOOD NOTE: NOT ALL ABBREVIATIONS LISTED ARE APPLICABLE TO THIS NOT ALL ABBREVIATIONS LISTED ARE APPLICABLE TO THIS PROJECT

AutoCAD SHX Text DESCRIPTION OF JOINT CONSTRUCTION AND LOCATION WHERE JOINT SEALER IS TYPICALLY APPLIED. (SEE NOTE BELOW)

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1. REVIEW DETAILS, & PROVIDE FIRE TREATED SOLID WOOD BLOCKING INSIDE FIRE-RATED STUD WALLS & SOLID WOOD BLOCKING INSIDE STUD WALLS WHERE REVIEW DETAILS, & PROVIDE FIRE TREATED SOLID WOOD BLOCKING INSIDE FIRE-RATED STUD WALLS & SOLID WOOD BLOCKING INSIDE STUD WALLS WHERE SOLID ANCHORAGE IS REQUIRED. 2. WHERE EXISTING CONSTRUCTION IS CUT & PATCHED, REPAIR ALL ADJACENT SURFACES DISTURBED BY CUTTING & PATCHING & PREPARE TO RECEIVE NEW WHERE EXISTING CONSTRUCTION IS CUT & PATCHED, REPAIR ALL ADJACENT SURFACES DISTURBED BY CUTTING & PATCHING & PREPARE TO RECEIVE NEW CONSTRUCTION &/OR NEW SCHEDULED FINISHES. REPAIRS SHALL MATCH EXISTING ADJACENT &/OR SIMILAR SURFACES & MATERIALS. TRANSITIONS BETWEEN NEW & EXISTING CONSTRUCTION SHALL BE SMOOTH & UNNOTICEABLE. 3. ALL FINISHED SURFACES IN THIS PROJECT ARE TO BE PATCHED & REPAIRED TO MATCH ADJACENT OR SIMILAR CONSTRUCTION & PREPARED TO RECEIVE ALL FINISHED SURFACES IN THIS PROJECT ARE TO BE PATCHED & REPAIRED TO MATCH ADJACENT OR SIMILAR CONSTRUCTION & PREPARED TO RECEIVE SPECIFIED FINISHES. THIS INCLUDES DAMAGED FLOORING, PLASTER, WOOD TRIM, CASINGS, SILLS & DOORS, WINDOW GLASS & MASONRY. TRANSITIONS BETWEEN NEW REPAIRS & EXISTING CONSTRUCTION SHALL BE SMOOTH & UNNOTICEABLE. 4. ALL MTL THAT COMES INTO CONTACT WITH PT WOOD SHALL BE STAINLESS OR GALV. STEEL. THIS INCLUDES BUT IS NOT LIMITED TO FASTNERS, FLASHING ALL MTL THAT COMES INTO CONTACT WITH PT WOOD SHALL BE STAINLESS OR GALV. STEEL. THIS INCLUDES BUT IS NOT LIMITED TO FASTNERS, FLASHING AND JOIST HANGERS. STRUCTURAL STL SHALL BE PRIMED AND PAINTED PRIOR TO CONTACT WITH PT WOOD. 5. REPAIR ANY DAMAGE TO EXISTING OR NEW FIRE-RATED ENCLOSURES, CEILINGS AND WALLS. REPAIR ANY DAMAGE TO EXISTING OR NEW FIRE-RATED ENCLOSURES, CEILINGS AND WALLS. 6. SEAL AND FIRESTOP ALL PENETRATIONS AND OPENINGS IN ANY FIRE-RATED CONSTRUCTION USING PROPER FIRESTOPPING PRODUCTS INSTALLED IN SEAL AND FIRESTOP ALL PENETRATIONS AND OPENINGS IN ANY FIRE-RATED CONSTRUCTION USING PROPER FIRESTOPPING PRODUCTS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7. ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY IBC. ILLUMINATION FOR A MINIMUM DURATION OF ONE HOUR AS REQUIRED BY IBC. 8. SITE INSPECTIONS OR ADDITIONS TO THE SYSTEMS. SITE INSPECTIONS OR ADDITIONS TO THE SYSTEMS. 9. ALL MEANS OF EGRESS TO BE FREE & CLEAR AT ALL TIMES.ALL MEANS OF EGRESS TO BE FREE & CLEAR AT ALL TIMES.

AutoCAD SHX Text ALL WORK SHALL CONFORM TO THE FOLLOWING CODE REGULATIONS AND REQUIREMENTS: 1. COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF LABOR & INDUSTRY: COMMONWEALTH OF PENNSYLVANIA, DEPARTMENT OF LABOR & INDUSTRY: A. PENNSYLVANIA UNIFORM CONSTRUCTION CODE: 2021 INTERNATIONAL PENNSYLVANIA UNIFORM CONSTRUCTION CODE: 2021 INTERNATIONAL EXISTING BUILDING CODE AND REFERENCED STANDARDS B. BOROUGH OF ROYERSFORD BUILDING ORDINANCE AND ALL REFERENCED BOROUGH OF ROYERSFORD BUILDING ORDINANCE AND ALL REFERENCED REGULATIONS (BUILDING, EXISTING BUILDING, PLUMBING, ELECTRICAL, MECHANICAL, FUEL GAS, PERFORMANCE, RESIDENTIAL, FIRE, ACCESSIBILITY AND ENERGY CODE WHERE APPLICABLE)

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400 WALNUT STREET, ROYERSFORD, PA 19468

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ROOF REPLACEMENT AT GOLDEN AGE MANOR

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FILE NUMBER

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DRAWN BY

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SCALE

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SHEET TITLE

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ISSUE DATE

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CHECKED BY

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PROJECT DESCRIPTION

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KEY PLAN

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REVISIONS

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STAMP

DEMOLITION AND ALTERATION ROOF PLAN

PJ TLV

DA1.1

AS NOTED

All dimensions, measurements and or notification.

HAMMEL ASSOCIATES ARCHITECTS, LLC

MONTGOMERY COUNTY

HOUSING AUTHORITY

ROOF REPLACEMENT AT

GOLDEN AGE MANOR

400 WALNUT STREET

ROYERSFORD, PA. 19468

03.05.2026

25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com

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AutoCAD SHX Text LEGEND: EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED KEYNOTE

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DEMOLITION & ALTERATION KEYNOTE LEGEND:

AutoCAD SHX Text EXIST ROOFING SYSTEM TO BE REMOVED TO CONC DECK. EXISTING ROOF CONSISTS OF BUILT UP ROOF OVER " FIBERBOARD OVER RIGID INSULATION AS 12" FIBERBOARD OVER RIGID INSULATION AS DESCRIBED IN DETAIL 4/A5.1. SEE PRE-CONSTRUCTION ASBESTOS ROOF SURVEY PREPARED BY PENNONI AND INCLUDED IN THE PROJECT MANUAL WHICH INDICATES THAT NO HAZARDOUS MATERIALS WERE IDENTIFIED. REPAIR DETERIORATED CONCRETE DECK AS REQUIRED IN ACCORDANCE WITH PROJECT ALLOWANCES AND UNIT PRICES.

AutoCAD SHX Text EXIST STANDING SEAM ROOF SYSTEM TO BE REMOVED IN ITS ENTIRETY INCLUDING METAL PANELS, FLASHING, ACCESSORIES, GUTTERS, DOWN SPOUTS, AND UNDERLAYMENT.

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EXIST VENT THROUGH ROOF TO REMAIN. EXIST BOOT TO BE REMOVED. PREP FOR NEW BOOT.

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EXIST HOT VENT PENETRATION FLASHING TO BE REMOVED AND PREPARED FOR NEW FLASHING.

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EXIST STANDPIPE TO REMAIN. PREPARE FOR PNT.

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EXIST STAIR TO REMAIN. PREPARE FOR PNT.

AutoCAD SHX Text EXIST CURB MOUNTED EXHAUST VENT TO BE REMOVED AND REPLACED WITH NEW FAN AND CURB.

AutoCAD SHX Text EXIST RADON MITIGATION SYSTEM TO REMAIN. MODIFY AS REQUIRED TO ACCOMMODATE NEW ROOFING SYSTEM.

AutoCAD SHX Text COORDINATE RELOCATION OF TELECOMMUNICATION EQUIPMENT WITH OWNER AND OWNER'S VENDORS (T-MOBILE AND ZAYO) AS REQUIRED TO INSTALL NEW ROOF MEMBRANE.

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EXIST RTU TO REMAIN.

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MODIFY EXISTING CONDUIT AS REQUIRED TO INSTALL NEW PIPE SUPPORTS.

AutoCAD SHX Text REMOVE EXISTING EQUIPMENT SUPPORTS AND PREPARE LOCATIONS FOR NEW SCHEDULED SUPPORT METHOD.

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EXISTING CURB AND CAP TO BE REMOVED AND ROOF DECK INFILLED.

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REMOVE EXIST PARAPET CAP AND BLOCKING, PREPARE FOR NEW BLOCKING AND CAP.

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AutoCAD SHX Text GENERAL NOTES: 1. PROVIDE TEMPORARY ROOF ENCLOSURE AFTER ROOF DEMOLITION AND KEEP PROVIDE TEMPORARY ROOF ENCLOSURE AFTER ROOF DEMOLITION AND KEEP INTERIOR SPACES PROTECTED UNTIL NEW ROOF IS INSTALLED. CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAIN A WATERTIGHT BUILDING AT ALL TIMES. 2. PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION & CONSTRUCTION PROTECT ALL ITEMS TO REMAIN DURING DEMOLITION & CONSTRUCTION 3. CONTRACTOR IS TO FIELD VERIFY ALL FIELD CONDITIONS, QUANTITIES, CONTRACTOR IS TO FIELD VERIFY ALL FIELD CONDITIONS, QUANTITIES, DIMENSIONS. 4. EXISTING CONCRETE DECKS ARE TO HAVE SURFACES PREPARED PER EXISTING CONCRETE DECKS ARE TO HAVE SURFACES PREPARED PER MANUFACTURER'S REQUIREMENTS TO APPLYING NEW ADHESIVE/INSULATION, SEE SPECIFICATIONS. 5. INSTALL ROOF PER BASIS OF DESIGN MANUFACTURER ROOF DETAILS, OR OTHER INSTALL ROOF PER BASIS OF DESIGN MANUFACTURER ROOF DETAILS, OR OTHER APPROVED MANUFACTURER'S CONSTRUCTION DETAILS. 6. CONTRACTOR TO REINSTALL ANY ITEMS REMOVED WHERE ACCESS OR NEW CONTRACTOR TO REINSTALL ANY ITEMS REMOVED WHERE ACCESS OR NEW INSTALLATION IS REQUIRED. 7. PATCH & REPAIR DAMAGED MTL OR CONCRETE DECK AS REQUIRED. PATCH & REPAIR DAMAGED MTL OR CONCRETE DECK AS REQUIRED. 8. PROVIDE NEW PT WOOD BLOCKS/SHEATHINGS REQUIRED PER ROOF DETAILS, OR PROVIDE NEW PT WOOD BLOCKS/SHEATHINGS REQUIRED PER ROOF DETAILS, OR REQUIRED BY ROOFING MANUFACTURER'S STANDARD DETAILS. 9. PROVIDE ALL ROOF MANUFACTURER'S ACCESSORIES (BONDING ADHESIVE, PROVIDE ALL ROOF MANUFACTURER'S ACCESSORIES (BONDING ADHESIVE, HEAT-WELDING, ANCHOR, FASTENER, CLIPS, BRACKET, FLASHING, SEALANTS, ETC.). 10. RAISE OR REPLACE ALL EXIST ROOF CURBS AS REQUIRED TO ACHIEVE MIN RAISE OR REPLACE ALL EXIST ROOF CURBS AS REQUIRED TO ACHIEVE MIN FLASHING HEIGHT AS REQUIRED BY MANUFACTURER TO MAINTAIN WARRANTY. 11. CONTRACTOR IS TO REMOVE ANY EXISTING ROOFTOP DEBRIS PRIOR TO STARTING CONTRACTOR IS TO REMOVE ANY EXISTING ROOFTOP DEBRIS PRIOR TO STARTING WORK. 12. DO NOT LEAVE CONSTRUCTION DEBRIS, MISC. FASTENERS, ACCESSORIES, ETC. DO NOT LEAVE CONSTRUCTION DEBRIS, MISC. FASTENERS, ACCESSORIES, ETC. ON NEW ROOF AFTER INSTALLATION OR DETACHMENT OF EXISTING EQUIPMENT. 13. COORDINATE ALL WORK RELATED TO DISRUPTION, MODIFICATION OR RELOCATION COORDINATE ALL WORK RELATED TO DISRUPTION, MODIFICATION OR RELOCATION OF TELECOMMUNICATIONS EQUIPMENT WITH THE OWNER WHO WILL COORDINATE WITH T-MOBILE AND ZAYO. CONTRACTORS ARE REQUIRED TO PROVIDE THEIR OWN PERSONAL RADIATION MONITORING EQUIPMENT WHEN WORKING AROUND TELECOMMUNICATION EQUIPMENT.

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ROOF LEGEND: VTR - VENT PIPE THROUGH ROOF, SEE PLAN FOR APPROXIMATE SIZE

AutoCAD SHX Text DEMOLITION AND ALTERATION GENERAL NOTES: 1. COORDINATE WITH OWNER FOR EXISTING ITEMS TO BE SALVAGED AND COORDINATE WITH OWNER FOR EXISTING ITEMS TO BE SALVAGED AND ANY EQUIPMENT TO BE RELOCATED. 2. REMOVE EXISTING ROOF MEMBRANE ASSEMBLY AND INSULATION IN REMOVE EXISTING ROOF MEMBRANE ASSEMBLY AND INSULATION IN ITS ENTIRETY. THIS INCLUDES ALL FASTENERS, ADHESIVES, INSULATION ROOFING MEMBRANE, FLASHING, CURBS, PIPE BOOTS, METAL CAPS, DRIP EDGES, BLOCKING AND ANY OTHER ROOFING ACCESSORIES NECESSARY TO INSTALL NEW ROOFING MEMBRANE. 3. ANY ROOFTOP EQUIPMENT REQUIRED TO BE REMOVED FOR THE ANY ROOFTOP EQUIPMENT REQUIRED TO BE REMOVED FOR THE INSTALLATION OF THE NEW ROOFING MEMBRANE IS TO BE RE-INSTALLED. COORDINATE SHUT OFF OF ANY EQUIPMENT W/ OWNER PRIOR TO COMMENCING WORK. 4. PROVIDE SUBMITTALS FOR APPROVAL FOR ALL ROOF MEMBRANE PROVIDE SUBMITTALS FOR APPROVAL FOR ALL ROOF MEMBRANE PRODUCTS, INSULATION, ADHESIVES, FLASHING, CURBS, SUPPORTS, METAL COPINGS AND ROOF DRAINS FOR APPROVAL PRIOR TO INSTALLATION. 5. PROVIDE SHOP DRAWINGS FOR ALL TAPERED INSULATION PROVIDE SHOP DRAWINGS FOR ALL TAPERED INSULATION ASSEMBLIES. 6. REMOVE AND REPLACE ALL METAL GUTTERS AND DOWNSPOUTS. REMOVE AND REPLACE ALL METAL GUTTERS AND DOWNSPOUTS. 7. NEW GUTTERS, DOWNSPOUTS AND STANDING SEAM METAL ROOF NEW GUTTERS, DOWNSPOUTS AND STANDING SEAM METAL ROOF COLORS ARE TO BE SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS. 8. NEW TAPERED ROOF INSULATION IS TO BE INSTALLED AS REQUIRED NEW TAPERED ROOF INSULATION IS TO BE INSTALLED AS REQUIRED TO HAVE MANUFACTURER'S RECOMMENDED SLOPE TOWARDS EXISTING DRAIN LAYOUT. 9. REMOVE ANY EXISTING ROOFTOP FEATURES NECESSARY TO CARRY REMOVE ANY EXISTING ROOFTOP FEATURES NECESSARY TO CARRY OUT NEW WORK EVEN IF NOT SPECIFICALLY CALLED OUT.

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DEMOLITION AND

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ALTERATION ROOF PLAN

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DA1.1

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ISSUE DATE

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CHECKED BY

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PROJECT DESCRIPTION

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KEY PLAN

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REVISIONS

ROOF PLAN

A1.1

AS NOTED

All dimensions, measurements and or notification.

HAMMEL ASSOCIATES ARCHITECTS, LLC

MONTGOMERY COUNTY

HOUSING AUTHORITY

ROOF REPLACEMENT AT

GOLDEN AGE MANOR

400 WALNUT STREET

ROYERSFORD, PA. 19468

03.05.2026

25 E. Grant St.|Suite 102 |Lancaster, PA 17602 |717.393.3713|www.hammelarch.com

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4" VTR

AutoCAD SHX Text

4" VTR

AutoCAD SHX Text

4" VTR

AutoCAD SHX Text

4" VTR

AutoCAD SHX Text

4" VTR

AutoCAD SHX Text

4" VTR

AutoCAD SHX Text

4" VTR

AutoCAD SHX Text

4" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

2" VTR

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

9" PITCH POCKET SEE 4/A5.2.

AutoCAD SHX Text

4" PITCH POCKET, SEE 11/A5.2.

AutoCAD SHX Text

9" PITCH POCKET SEE 11/A5.2.

AutoCAD SHX Text

8" PITCH POCKET SEE 11/A5.2.

AutoCAD SHX Text

4" PITCH POCKET SEE 11/A5.2.

AutoCAD SHX Text

SKY LIGHT

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

EXIST 1" CONDUIT

AutoCAD SHX Text

EXIST 1" CONDUIT

AutoCAD SHX Text

EXIST RTU

AutoCAD SHX Text

EXIST RTU

AutoCAD SHX Text

EXIST DOWNSPOUT

AutoCAD SHX Text

EXIST DOWNSPOUT

AutoCAD SHX Text

EXIST DOWNSPOUT SCUPPER AND LEADER BOX SEE 2/A5.1.

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text 8,9

AutoCAD SHX Text A5.1

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text

HIGH

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text

LOW

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text

LOW

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text

HIGH

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text

SIM

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

TYP

AutoCAD SHX Text

A…

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File details come from the government source that posted it. Updated Mar 16, 2026.