RFQ26006779 Unstamped Plans.pdf

ONE CAPITOL HILL, SECOND FLOOR

PROVIDENCE, RI 02908

STATE OF RHODE ISLAND DCAMMOWNER:

ARCHITECT: VISION 3 ARCHITECTS

PROJECT TEAM:

317 IRON HORSE WAY, SUITE 111

PROVIDENCE, RI 02908

TEL: 401.461.7771

MECHANICAL,

ELECTRICAL, PLUMBING,

& FIRE PROTECTION

ENGINEER:

BUILDING ENGINEER

RESOURCES, INC.

66 MAIN STREET

N. EASTON, MA 02356

TEL: 508.230.0260

ENVELOPE CONSULTANT: BUILDING ENCLOSURE

SCIENCE, LLC

859 NORTH MAIN STREET

PROVIDENCE, RI 02904

TEL: 401.239.1600

TRINITY ENGINEERING GROUP

P.O BOX 2506

NEWPORT, RI 02840

TEL: 401.465.6281

STRUCTURAL ENGINEER:

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OFFICE OF STATE MEDICAL EXAMINER

05/15/2026

21061b

ISSUED FOR CONSTRUCTION

ISSUED FOR CONSTRUCTION

05/15/2026

900 HIGHLAND CORPORATE DRIVE,

SUITE #301

CUMBERLAND, RI 02864

OFFICE OF STATE MEDICAL

EXAMINER

DRAWING LIST

SHEET NUMBER DRAWING NAME

COVER SHEET

CS COVER SHEET

STRUCTURAL

S1.1 ROOF FRAMING PLAN

ARCHITECTURAL

A0.1 GENERAL NOTES AND CODE ANALYSIS

A0.2 ROOF DEMOLITION PLAN

A0.3 BUILDING ACCESS PLAN

A3.1 ROOF PLAN

A3.2 ROOF DETAILS

MECHANICAL

M0.1 MECHANICAL LEGENDS, NOTES & SCHEDULES

M1.1 MECHANICAL DEMOLITION ROOF PLAN

M2.1 MECHANICAL RENOVATION FLOOR PLAN

M2.2 MECHANICAL RENOVATION CONTROLS FLOOR PLAN

M3.1 MECHANICAL SEQUENCE OF OPERATIONS

ELECTRICAL

ED1.0 ELECTRICAL EXISTING FIRST FLOOR & ROOF POWER PLAN

E1.0 ELECTRICAL NEW ROOF POWER PLAN

DRAWING TITLE:

DRAWING NO.:

REVISIONS:

DATE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

© 2026 VISION 3 ARCHITECTS | THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT INDICATED ON THE TITLE BLOCK. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT APPROVAL AND PARTICIPATION OF VISION 3 ARCHITECTS. REPRODUCTION IS PROHIBITED.

STAMP:

PROJECT STATUS:

MEP/FP ENGINEER:

BUILDING ENGINEERING

RESOURCES, INC.

ENVELOPE CONSULTANT:

BUILDING ENCLOSURE

SCIENCE, LLC (BES)

317 IRON HORSE WAY, SUITE 111

PROVIDENCE, RI 02908

401.461.7771 v3@vision3architects.com www.vision3architects.com

STRUCTURAL ENGINEER:

TRINITY ENGINEERING GROUP

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A.F.F. ABOVE FINISH FLOOR

A.C.T. ACOUSTICAL CEILING TILE

A.V.B. AIR AND VAPOR BARRIER

ALUM. ALUMINUM

ANOD. ANODIZED

B.O. BOTTOM OF

C.G. CORNER GUARD

C.J. CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

C.T. CERAMIC TILE

DWG DRAWING

DR DOOR

D.S. DOWNSPOUT

EA EACH

EIFS EXTERIOR INSULATION FINISH

SYSTEM

ELEV ELEVATION

ENCL ENCLOSURE

EQ EQUAL

E.W.C. ELECTRIC WATER COOLER

EXI. / EXIST. EXISTING

F.B.C. FURNISHED BY CONTRACTOR

F.B.O. FURNISHED BY OWNER

F.C. FIRE CODE

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

FLR. FLOOR

F.O.F. FACE OF FOUNDATION

F.O.S. FACE OF STUD

F.O.W. FACE OF WALL

F.R.P. FIBERGLASS REINFORCED PANEL

F.R.P.T. FIRE RETARDANT PRESSURE

TREATED

F.R.T.W. FIRE RETARDANT TREATED

WOOD

F.R. FIRE RATED

GA GAUGE

GALV GALVANIZED

G.C. GENERAL CONTRACTOR

GL GLASS

GWB GYPSUM WALL BOARD

GYP. BD. GYPSUM BOARD

HDWR HARDWARE

H.M. HOLLOW METAL

H.P. HIGH POINT

HVAC HEATING, VENTILATION,

AIR CONDITIONING

I.B.C. INSTALLED BY CONTRACTOR

I.B.O. INSTALLED BY OWNER

INSUL INSULATION

J.C. JANITOR CLOSET

JT JOINT

L.P. LOW POINT

MECH MECHANICAL

MEP-FP MECHANICAL, ELECTRICAL,

PLUMBING & FIRE

PROTECTION

MFR MANUFACTURER

MIN MINIMUM

M.O. MASONRY OPENING

MTL METAL

N.I.C. NOT IN CONTRACT

NOM NOMINAL

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPP OPPOSITE

P.C. PRE CAST

PLWD PLYWOOD

PLAM PLASTIC LAMINATE

P.T. PRESSURE TREATED

PTD PAINTED

Q.T. QUARRY TILE

RAD RADIUS

REINF. REINFORCING

REQ'D REQUIRED

RO ROUGH OPENING

SIM SIMILAR

SP SPACES

SQ SQUARE

S.S. STAINLESS STEEL

STL STEEL

STD STANDARD

TEMP TEMPERED

T.O.S. TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

W.C. WATER CLOSET

W.R. WATER RESISTANT

ABBREVIATIONS

1. VISIT THE SITE PRIOR TO BID SUBMITTAL TO BECOME FAMILIAR WITH CONDITIONS AT THE SITE

AFFECTING PERFORMANCE OF CONTRACT WORK.

2. ALL DIMENSIONS ARE BASED ON EXISTING CONDITIONS, DRAWINGS, AND/OR FIELD

MEASUREMENTS. FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS, ETC. LAY OUT THE WORK

AND INFORM THE ARCHITECT OF ANY DISCREPANCIES AFFECTING PROPER COMPLETION OF

CONTRACT WORK.

3. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED.

CLARIFY ANY SUCH DISCREPANCIES WITH THE ARCHITECT PRIOR TO COMMENCING WORK IN

QUESTION.

4. ALL DIMENSIONS INVOLVING EXISTING WALLS ARE TO FACE OF WALL FINISH (F.O.W.), UNLESS

OTHERWISE NOTED.

5. ALL DIMENSIONS FOR NEW WORK ARE TO FACE OF STUD (F.O.S.), UNLESS NOTED OTHERWISE.

6. DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS AND LAYOUT OF THE WORK.

7. UNLESS OTHERWISE AGREED TO IN WRITING WITH THE OWNER, SECURE ALL PERMITS

(BUILDING, OCCUPANCY, ETC.) AND PAY FEES FOR SAME, AS REQUIRED BY STATE AND LOCAL

RULES AND REGULATIONS.

8. MAINTAIN IN GOOD CONDITION ONE COMPLETE APPROVED SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER

THE CARE OF THE JOB SUPERINTENDENT. THE JOB SUPERINTENDENT MUST BE ON-SITE AT ALL

TIMES WHEN WORK OF THIS CONTRACT IS BEING PERFORMED. ALL CONSTRUCTION SETS SHALL

REFLECT SAME INFORMATION.

9. COMPLY WITH ALL PUBLISHED FEDERAL, STATE AND LOCAL RECOMMENDATIONS AND

REQUIREMENTS FOR SAFETY AND ACCIDENT PREVENTION, INCLUDING THOSE OF THE A.G.C.,

A.S.A., OSHA, ETC. TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE

OCCUPANTS AND WORKERS AT ALL TIMES. MAINTAIN AT LEAST TWO TYPE 2A-10 BC FIRE

EXTINGUISHERS ON SITE DURING CONSTRUCTION.

10. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES AND PROTECTIVE ENCLOSURES

REQUIRED TO PROPERLY SECURE, WEATHER PROTECT, AND ISOLATE AREAS OF WORK AND

EXISTING AREAS, TO REMAIN, AND TO ASSURE CONTINUING FACILITY OPERATIONS IN GENERAL.

11. BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE WORK PREMISES WHILE JOB IS IN

PROGRESS AND UNTIL JOB IS COMPLETED. ACCESS TO THE BUILDING DURING NON-OPERATING

HOURS SHALL NOT JEOPARDIZE SECURITY OF THE BUILDING OR SURROUNDING SITE. BE

RESPONSIBLE FOR SUBCONTRACTORS WORKING IN THE BUILDING DURING NON-OPERATING

HOURS.

12. EXACT LOCATIONS, QUANTITIES AND TYPES OF FIRE EXTINGUISHERS AND CABINETS ARE

SUBJECT TO REVIEW BY LOCAL AUTHORITIES. VERIFY SAME PRIOR TO PURCHASE AND

INSTALLATION.

13. THE OWNER RESERVES THE RIGHT TO PERFORM ADDITIONAL WORK THAT IS NOT PART OF THIS

CONTRACT WITH HIS OWN FORCES, UNDER SEPARATE CONTRACTS AND/OR WITH OTHER

CONTRACTORS OR VENDORS. COOPERATE WITH THE OWNER AND OTHER CONTRACTORS AND

COORDINATE WORK WITH THE OWNER SO THAT WORK BY OTHERS CAN BE INCORPORATED IN A

TIMELY MANNER.

14. ALL DAMAGES TO THE BUILDING PROPERTY DUE TO CONTRACT OPERATIONS MUST BE

REPORTED IMMEDIATELY TO THE OWNER.

15. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, BY SKILLED WORKMEN

UNDER ADEQUATE SUPERVISION. MATERIALS AND METHODS OF INSTALLATION SHALL ALSO

CONFORM TO THE APPROPRIATE NATIONAL TRADE HANDBOOKS; I.E. ARCHITECTURAL

WOODWORK INSTITUTE'S QUALITY STANDARDS, UNITED STATES GYPSUM'S, GYPSUM

CONSTRUCTION HANDBOOK, ETC. COPIES OF MANUFACTURER'S INSTALLATION INSTRUCTIONS

FOR ALL PRODUCTS SHALL BE AVAILABLE AT JOB SITE.

16. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND PROTECT THEM FROM

DAMAGE. BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY

DAMAGED BY OPERATIONS IN CONJUNCTION WITH PERFORMANCE OF THE WORK.

17. WHERE PIPES, CONDUITS, CABLE WIRES, DUCTS, OR SIMILAR BUILDING SERVICE EQUIPMENT

PASS THROUGH FIRE-RATED ASSEMBLIES (IE FLOORS AND WALLS), THE SPACE BETWEEN THE

PENETRATING ITEM AND THE RATED ASSEMBLY SHALL BE FILLED WITH A MATERIAL CAPABLE OF

MAINTAINING THE FIRE-RESISTANCE OF THE ASSEMBLY.

18. A PORTION OF THE WORK OF THIS CONTRACT INVOLVES THE UNCOVERING OF ORIGINAL

SURFACES BY THE REMOVAL OF EXISTING FINISHES, SUSPENDED CEILINGS, FLOOR COVERINGS, ETC. THE ORIGINAL SURFACES SHALL BE PATCHED, REPAIRED, CLEANED, PREPARED FOR

FINISHING AND REFINISHED AS SCHEDULED. REFER TO GENERAL DEMOLITION NOTES.

19. IF NOT SPECIFIED OTHERWISE, COLORS AND FINISHES OF SPECIFIED PRODUCTS WILL BE

SELECTED FROM MANUFACTURER'S STANDARD RANGE.

20. PRODUCTS SHALL BE PROPERLY ENCLOSED IN CONTAINERS, BOXES, PACKAGES, ETC. TO

PREVENT DAMAGE DURING TRANSPORTATION AND HANDLING. DELIVER IN MANUFACTURER'S

ORIGINAL UNOPENED CONTAINERS WITH LABELS INDICATING BRAND NAMES, MODEL NUMBERS,

QUALITY DESIGNATIONS, FIRE RESISTANCE RATINGS, ETC.

21. DESIGNATE DELIVERY DATES OF OWNER FURNISHED ITEMS (IF ANY) IN THE CONSTRUCTION SCHEDULE. RECEIVE, UNLOAD AND HANDLE OWNER FURNISHED ITEMS TO BE INSTALLED BY THE

CONTRACTOR AT THE SITE. STORE MATERIALS DELIVERED TO SITE OFF GROUND, UNDER

COVER, IN DRY WELL VENTILATED LOCATIONS SECURE FROM VANDALISM AND THEFT, IN FULL

CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. CAREFULLY PROTECT STORED

MATERIALS FROM DAMAGE, DAMPNESS, AND EXTREMES OF TEMPERATURE. PROVIDE

SEPARATORS BETWEEN FINISHED MATERIALS WHICH ARE STORED IN STACKED OR LEANING

POSITIONS.

22. UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL SUBMIT A LIST OF ELECTRONIC

DRAWING FILES, IF ANY, THAT THEY WOULD LIKE TO RECEIVE FROM THE ARCHITECT OR

ENGINEERS FOR USE IN PERFORMANCE OF THEIR CONTRACT OBLIGATIONS, INCLUDING

PREPARATION OF SHOP DRAWINGS. DRAWINGS IN .PDF FORMAT WILL BE PROVIDED UPON

REQUEST AT NO CHARGE. .DWG FORMAT WILL BE PROVIDED UPON RECEIPT OF A SIGNED

INDEMNIFICATION AGREEMENT. THE FOLLOWING SCHEDULE OF FEES SHALL APPLY FOR THE

DELIVERY OF .DWG FILES: $200 FOR THE FIRST DRAWING; $75 FOR EACH ADDITIONAL DRAWING.

23. PRIOR TO SUBSTANTIAL COMPLETION, CONTRACTOR TO PROVIDE THE OWNER AND ARCHITECT

WITH SUBCONTRACTOR'S PUNCH LIST OF INCOMPLETE ITEMS STATING REASON FOR

INCOMPLETION AND VALUE OF INCOMPLETION.

24. PLAN AND SCHEDULE WORK AND PURCHASING IN ORDER TO MINIMIZE ON-SITE CONSTRUCTION

TIME AND DISRUPTION OF EXISTING BUILDING OCCUPANTS AND OPERATIONS.

25. THE OWNER MAY AUTHORIZE THE CONTRACTOR TO COMMENCE WORK BASED ON THE

CONTRACTOR'S AGREEMENT TO ADHERE TO CERTAIN RULES AND REGULATIONS. THE

CONTRACTOR SHALL AGREE TO ANY SUCH RULES AND REGULATIONS TO THE SATISFACTION OF

THE OWNER PRIOR TO START OF WORK. A COPY OF CURRENT RULES, IF AVAILABLE SHALL BE

PROVIDED BY THE OWNER AT CONTRACTOR'S REQUEST.

26. MAINTAIN MEANS OF EGRESS DURING CONSTRUCTION AS REQUIRED BY NFPA 101, LIFE SAFETY

CODE, CURRENT EDITION AND LOCAL AUTHORITIES.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT AND IMPLEMENTATION OF A

CONSTRUCTION IMPAIRMENT PLAN TO THE FIRE ALARM AND FIRE PREVENTION SYSTEMS AS

REQUIRED TO MEET NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATIONS,

AND DEMOLITION OPERATIONS.

GENERAL NOTES (REFER TO PROJECT

MANUAL FOR MORE INFORMATION)

SIM

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SIM

A

ENLARGED PLAN OR DETAIL CALLOUT

COLUMN GRID TAGS

NORTH ARROW

DETAIL VIEW KEY

DRAWING KEYNOTE

SPOT ELEVATION - CEILING HEIGHT

REVISION TAG

MATCHLINE

A DEMOLITION KEYNOTE

AREA SHADED NOT IN SCOPE

ALIGN SURFACES

ARCHITECTURAL PLAN SYMBOLS

A

FIRE MARSHAL:

BUILDING DEPARTMENT:

RHODE ISLAND OFFICE OF THE STATE FIRE MARSHAL

560 JEFFERSON BOULEVARD

WARWICK RI, 02886

TEL: (401) 889-5555

RHODE ISLAND STATE BUILDING CODE COMMISSION

560 JEFFERSON BOULEVARD

WARWICK RI, 02886

TEL: (401) 921-1590

CODE SUMMARY

GOVERNMENT AGENCIES

PROJECT: OFFICE OF STATE MEDICAL EXAMINER

900 HIGHLAND CORPORATE DRIVE, SUITE #301

CUMBERLAND, RHODE ISLAND 02864

PROJECT THE PROJECT GENERALLY CONSISTS OF A ROOF REPLACEMENT FOR A ONE-

STORY BUILDING. THE PROJECT ALSO INCLUDES REPLACEMENT OF 5

EXISTING RTUs. THE PROJECT DOES NOT INCLUDE CHANGES TO INTERIOR

SPACES OR OCCUPANCY.

PLAT NUMBER: 052

LOT NUMBER: 364-003

APPLICABLE CODES: RHODE ISLAND STATE BUILDING CODE SBC-1 (IBC-2021)

RHODE ISLAND FIRE SAFETY CODE-2021 (NFPA 1 2021, NFPA 101 2021)

INTERNATIONAL ENERGY CONSERVATION CODE 2024

RI STRETCH CODE FOR COMMERCIAL CONSTRUCTION 2018

ICC A117.1 2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

USE GROUP: RISBC: SEPARATED MIXED USE OCCUPANCY*

RIFSC: MIXED OCCUPANCIES

CLASSIFICATION:

'B' - BUSINESS

'S' - STORAGE (RISBC S-1 MODERATE HAZARD & RIFSC ORDINARY

LOW HAZARD)

*IBC TABLE 508.4 REQUIRES SEPARATION OF 0 HOURS BETWEEN 'B' & 'S-1'

EXISTING

CONSTRUCTION RISBC - TYPE: 2B

CLASSIFICATION: RIFSC - TYPE: II (000)

GROSS BUILDING AREA: 19,232 GSF

SPRINKLER SYSTEM: YES

FIRE ALARM SYSTEM: YES

RI GREEN BUILDING ACT NOTE /

BUILDING ENVELOPE R-VALUES / U-VALUES

ENERGY CODE (IECC 2024) REQUIREMENTS:

REQUIRED PER TABLE C402.1.3 PROVIDED

ROOF:

ABOVE DECK: R-30CI R-30CI MIN

______ CURRENT VERSION OF THE USGBC’S LEED GREEN BUILDING RATING SYSTEM.

______ CURRENT VERSION OF GREEN BUILDING INSTITUTE’S GREEN GLOBES RATING SYSTEM.

______ CURRENT VERSION OF RI COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS RI CHPS

RATING SYSTEM.

__X___ CURRENT VERSION OF RHODE ISLAND’S STRETCH CODE (RI-AMENDED IGCC).

______ ALTERNATE EQUIVALENT COMPLIANCE PATH NOT LISTED ABOVE.

RHODE ISLAND’S STRETCH CODE (2018) REQUIREMENTS:

1003.1 GENERAL. ALTERATIONS TO EXISTING BUILDINGS AND BUILDING SYSTEMS SHALL BE IN

ACCORDANCE WITH THE PROVISIONS OF THIS CODE FOR THOSE ASSEMBLIES, SYSTEMS AND

COMPONENTS BEING ALTERED. UNALTERED PORTIONS, COMPONENTS AND SYSTEMS OF THE

BUILDING, INCLUDING RELOCATED MODULAR BUILDINGS, SHALL BE IN ACCORDANCE WITH THE

PROVISIONS OF THE CODE IN FORCE AT THE TIME OF THEIR CONSTRUCTION. ALTERATIONS SHALL NOT BE MADE TO AN EXISTING BUILDING OR STRUCTURE THAT WILL CAUSE THE EXISTING BUILDING

OR STRUCTURE TO BE IN VIOLATION OF ANY PROVISIONS OF THIS CODE.

605.2 ROOF REPLACEMENT. ABOVE-DECK INSULATION FOR ROOF REPLACEMENT ON AN EXISTING BUILDING WITH INSULATION COMPLETELY ABOVE THE DECK AND WHERE THE ROOF SLOPE IS LESS

THAT TWO UNITS IN 12 UNITS (17 PERCENT ROOF SLOPE) SHALL BE IN ACCORDANCE

WITH SECTION 1003.2.7.

1003.2.7 ROOF REPLACEMENT INSULATION.

FOR ROOF REPLACEMENT ON AN EXISTING BUILDING WITH INSULATION ENTIRELY ABOVE THE DECK AND WHERE THE ROOF SLOPE IS LESS THAN TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (16-

PERCENT SLOPE), THE INSULATION SHALL CONFORM TO THE ENERGY CONSERVATION

REQUIREMENTS FOR INSULATION ENTIRELY ABOVE DECK IN THE INTERNATIONAL ENERGY

CONSERVATION CODE.

IECC 2024 C402.1.3 REQUIRED PROVIDED

ABOVE DECK ROOF INSULATION: R-30CI R-30CI MIN

TABLE A103.2 PROJECT ELECTIVES: MOST ELECTIVES ARE BEYOND THE LIMITED SCOPE OF THE

PROJECT AND THE PROJECT DOES NOT INCLUDE 6 ELECTIVES, HOWEVER IN ACCORDANCE WITH

SECTION 1003.1 THE ALTERATIONS TO EXISTING BUILDINGS AND BUILDING SYSTEMS ARE IN

ACCORDANCE WITH THE PROVISIONS OF THE RI STRETCH CODE FOR THOSE ASSEMBLIES, SYSTEMS

AND COMPONENTS BEING ALTERED. UNALTERED PORTIONS, COMPONENTS AND SYSTEMS OF THE

BUILDING, INCLUDING RELOCATED MODULAR BUILDINGS, ARE IN ACCORDANCE WITH THE PROVISIONS

OF THE CODE IN FORCE AT THE TIME OF THEIR CONSTRUCTION.

WITHIN THE THE LIMITED SCOPE OF THE PROJECT THE ELECTIVES BELOW ARE ACHIEVED:

1) A104.9.4 ROOF COVERING PROJECT ELECTIVE. IN CLIMATE ZONES 4 THROUGH 8, AS

ESTABLISHED IN THE INTERNATIONAL ENERGY CONSERVATION CODE, THE DEVELOPMENT

OF A NEW BUILDING WITH ROOF COVERINGS IN ACCORDANCE WITH SECTION 408.3, SHALL BE

RECOGNIZED AS A PROJECT ELECTIVE.

TABLE 408.3.1 REQUIRED PROVIDED

MINIMUM AGED SOLAR REFLECTANCE: 0.575 0.74

MINIMUM AGED THERMAL EMITTANCE: 0.75 0.84

MINIMUM AGED SRI: 64 90

2) A105.6 EXISTING BUILDING REUSE PROJECT ELECTIVE. THE DEVELOPMENT OF A

BUILDING SITE ON WHICH AN EXISTING BUILDING IS ALREADY LOCATED AND IN WHICH NOT

LESS THAN 75 PERCENT OF THE EXISTING CORE AND SHELL OF THE STRUCTURE WILL BE

REUSED SHALL BE RECOGNIZED AS A PROJECT ELECTIVE.

DRAWING TITLE:

DRAWING NO.:

REVISIONS:

DATE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

PROJECT STATUS:

© 2026 VISION 3 ARCHITECTS | THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT INDICATED ON THE TITLE BLOCK. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT APPROVAL AND PARTICIPATION OF VISION 3 ARCHITECTS. REPRODUCTION IS PROHIBITED.

317 IRON HORSE WAY, SUITE 111

PROVIDENCE, RI 02908

401.461.7771 v3@vision3architects.com www.vision3architects.com

STAMP:

MEP/FP ENGINEER:

BUILDING ENGINEERING

RESOURCES, INC.

ENVELOPE CONSULTANT:

BUILDING ENCLOSURE

SCIENCE, LLC (BES)

STRUCTURAL ENGINEER:

TRINITY ENGINEERING GROUP

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GENERAL NOTES

AND CODE

ANALYSIS

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1. REFER TO PROJECT MANUAL FOR MORE INFORMATION.

2. IN ACCORDANCE WITH FEDERAL REGULATIONS PROMULGATED UNDER THE CLEAN AIR ACT, AND

COMMONLY REFERRED TO AS ASBESTOS NESHAP, MORE SPECIFICALLY, 40 CFR PART 61,

SUBPART M, SECTION 61.145, THE CONTRACTOR SHALL VERIFY THAT AN ASBESTOS SURVEY

HAS BEEN CONDUCTED PRIOR TO THE COMMENCEMENT OF DEMOLITION OR RENOVATION

WORK WHICH IS PART OF THIS CONTRACT.

3. IN ACCORDANCE WITH ABOVE REGULATION REQUIREMENTS, THE CONTRACTOR SHALL FILE

WRITTEN NOTIFICATION WITH THE EPA PRIOR TO ANY DEMOLITION WORK BEING PERFORMED

REGARDLESS OF THE AMOUNT OF ASBESTOS, INCLUDING ZERO.

4. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE AND

LOCAL REGULATIONS. SECURE REQUIRED PERMITS. ARRANGE WITH BUILDING OWNER AND/OR

APPROPRIATE UTILITY COMPANIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION

OPERATIONS.

5. CONSULT WITH OWNER AND FIRE OFFICIALS PRIOR TO MAKING ANY ALTERATIONS TO THE

EXISTING FIRE ALARM AND SPRINKLER SYSTEM.

6. COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER FOR SHUTDOWN PERIODS AND

SEQUENCE OF WORK. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, SIGNAGE, AND

PROTECTIVE ENCLOSURES REQUIRED TO PROPERLY SECURE, ISOLATE, WATERPROOF, AND

PROTECT AREAS OF WORK FROM EXISTING AREAS TO REMAIN IN OPERATION AND TO ASSURE

CONTINUING FACILITY OPERATIONS IN GENERAL. IDENTIFY AND PROTECT ANY AREAS WHERE

DEMOLITION IS TO TAKE PLACE WHERE THE DEMOLITION CREATES A PHYSICAL SAFETY

HAZARD. THE CONTRACTOR SHALL KEEP THE CORRIDORS AND EXITS CLEAR OF DEBRIS,

STORED MATERIALS, ETC., AT ALL TIMES TO PROVIDE REQUIRED FIRE EGRESS FROM THE

BUILDING.

7. MAKE EVERY EFFORT POSSIBLE TO MINIMIZE DISTURBANCES TO BUILDING OCCUPANTS.

COORDINATE HOURS OF DISRUPTIVE DEMOLITION WITH BUILDING OWNER PRIOR TO

COMMENCEMENT.

GENERAL DEMOLITION NOTES

7. IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN DEMOLITION WORK.

WORK RELATED TO ITEMS OR AREA SCHEDULED FOR DEMOLITION AND REMOVAL SHALL BE

REMOVED WHETHER SPECIFICALLY ITEMIZED OR NOT. TERMINATE, CAP AND REMOVE ALL

ABANDONED ELECTRICAL CONDUIT, WIRING BOXES, SWITCHES, ETC; PLUMBING, PIPING, AND

PLUMBING FIXTURES, ETC; HVAC DUCTWORK, CONTROLS, PIPING, ETC; AS REQUIRED.

8. EXISTING METAL DECK REMAINS AS BASE MATERIAL SURFACES FOR INSTALLATION OF NEW

FINISHES, REMOVE PROJECTIONS, FILL VOIDS, SECURE OR REMOVE AND REPLACE ANY

EXISTING LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIALS AND ADD BLOCKING TO

RECEIVE NEW MATERIALS AND ITEMS.

9. IF EXISTING CEILINGS ARE REMOVED TO ACCESS THE UNDER SIDE OF ROOF FOR EQUIPMENT, PATCH, REPAIR AND REFINISH ALL SURFACES TO MATCH. WORK SHALL INCLUDE ALL LABOR

AND MATERIALS.

10. PROTECT FROM LOSS OR DAMAGE ALL ITEMS INTENDED FOR SALVAGE AND REUSE, OR

SCHEDULED TO REMAIN.

11. REPLACE IN KIND ANY EXISTING CONSTRUCTION, OR ITEM INTENDED TO REMAIN, OR BE

SALVAGED FOR REUSE, BUT DAMAGED OR LOST AS A RESULT OF THE WORK OF THIS

CONTRACT.

12. REUSE OF SALVAGED MATERIALS NOT SPECIFICALLY SCHEDULED FOR REUSE, WILL BE AT THE

SOLE DISCRETION OF THE OWNER. IN NO CASE SHALL SALVAGED MATERIAL BE INCORPORATED

IN THE WORK THAT DOES NOT MEET MINIMUM REQUIREMENTS OF STATE AND LOCAL CODES

AND REGULATIONS.

13. SCHEDULES OF ADDITIONAL ITEMS TO BE SALVAGED (IF ANY) ARE TO BE PROVIDED BY THE

OWNER UPON REQUEST OF THE CONTRACTOR.

14. ITEMS TO BE SALVAGED BUT NOT SO SCHEDULED ON THE DEMOLITION PLAN SHALL BE

CONFIRMED BY THE CONTRACTOR WITH THE OWNER. ALL ITEMS TO BE TURNED OVER TO THE

OWNER, SHALL BE PROTECTED DURING DEMOLITION AND REMOVAL AND SHALL BE DELIVERED

IN AN UNDAMAGED CONDITION.

15. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE AND REUSE, OR THOSE

TO BECOME PROPERTY OF THE OWNER, FROM THE SITE AND DISPOSE OF IN ACCORDANCE

WITH LOCAL, STATE AND FEDERAL REGULATIONS.

16. DISCONNECT ALL ELECTRICAL POWER AND UTILITIES TO ITEMS, AREAS, ELEMENTS INVOLVED IN

THE DEMOLITION PRIOR TO DEMOLITION.

17. CONFINE TOOLS AND EQUIPMENT, STORAGE OF MATERIALS AND OPERATIONS TO LIMITS

DESIGNATED BY THE BUILDING OWNER. THE PREMISES SHALL BE MAINTAINED IN SAFE,

ORDERLY CONDITION AT ALL TIMES. REMOVE DEBRIS DAILY. COVER DUMPSTERS WITH FIRE

RESISTANT TARPS SECURELY FASTENED TO PREVENT VANDALISM.

18. IN THE EVENT THAT SUSPECTED HAZARDOUS MATERIALS ARE DISCOVERED DURING THE

COURSE OF DEMOLITION, CEASE WORK IMMEDIATELY AND NOTIFY THE BUILDING OWNER OF

ANY SUCH DISCOVERIES.

19. FOR ADDITIONAL DEMOLITION NOTES, REFER TO PLUMBING, MECHANICAL AND ELECTRICAL

DEMOLITION DRAWINGS, IF ANY.

20. DEMOLITION PLANS SHALL BE USED IN CONJUNCTION WITH DRAWINGS FOR NEW

CONSTRUCTION (PLANS, DETAILS, ETC.) SO THAT EXACT LIMIT AND BOUNDARIES OF SPECIFIC

DEMOLITION MAY BE DETERMINED.

21. ENSURE THAT ALL ELECTRICAL, MECHANICAL, FIRE PROTECTION, VOICE/DATA WIRING, AND

PLUMBING SYSTEMS SERVING THE BUILDING INTERIOR AND BASE BUILDING SYSTEMS WILL

REMAIN OPERATIONAL DURING THE COURSE OF DEMOLITION. SURVEY THE SITE BEFORE

STARTING WORK TO IDENTIFY LOCATIONS OF THESE SYSTEMS.

1 3.9 4 4.1 5

A

D

B

C

1.9 2.12

006 006

003003

003003

005 005

TYP. TYP.

002TYP. 002 TYP.

TYP.

A3.2

DRAWING TITLE:

DRAWING NO.:

REVISIONS:

DATE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

PROJECT STATUS:

© 2026 VISION 3 ARCHITECTS | THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT INDICATED ON THE TITLE BLOCK. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT APPROVAL AND PARTICIPATION OF VISION 3 ARCHITECTS. REPRODUCTION IS PROHIBITED.

317 IRON HORSE WAY, SUITE 111

PROVIDENCE, RI 02908

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STAMP:

MEP/FP ENGINEER:

BUILDING ENGINEERING

RESOURCES, INC.

ENVELOPE CONSULTANT:

BUILDING ENCLOSURE

SCIENCE, LLC (BES)

STRUCTURAL ENGINEER:

TRINITY ENGINEERING GROUP

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PLAN

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KEYNOTES - DEMOLITION PLAN

001 REMOVE AND DISPOSE OF EXISTING ROOF ASSEMBLY DOWN TO ROOF DECK TO

ACCOMMODATE NEW WORK. REMOVAL CONSISTS OF, BUT IS NOT LIMITED TO: ROOF

MEMBRANE, PROTECTION BOARD (IF ANY), INSULATION, VAPOR BARRIER, FASTENINGS,

AND ACCESSORIES. EXISTING PRESSURE TREATED WOOD BLOCKING TO REMAIN.

CONTRACTOR TO PROTECT FROM WEATHER; REFER TO GENERAL ROOF NOTES.

002 REMOVE AND DISPOSE OF EXISTING ALUMINUM FASCIA

003 REMOVE AND DISPOSE OF EXISTING HVAC UNIT; REFER TO M-DWGS

004 REMOVE AND DISPOSE OF EXISTING WALK-PADS

005 EXISTING STEEL ENTRANCE FRAMING, CANOPY, AND METAL ROOFING TO REMAIN

006 EXISTING ROOF SCREEN AND ALL ASSOCIATED STRUCTURAL STEEL SUPPORTS TO

REMAIN

007 EXISTING HVAC EQUIPMENT TO REMAIN

008 EXISTING PLUMBING VENT TO REMAIN

009 REMOVE AND DISPOSE OF EXISTING STAIR ROOF ASSEMBLY DOWN TO ROOF DECK TO

ACCOMMODATE NEW WORK. REMOVAL CONSISTS OF, BUT IS NOT LIMITED TO: ROOF

MEMBRANE, PROTECTION BOARD (IF ANY), INSULATION, VAPOR BARRIER, FASTENINGS,

AND ACCESSORIES. EXISTING PRESSURE TREATED WOOD BLOCKING TO REMAIN.

CONTRACTOR TO PROTECT FROM WEATHER; REFER TO GENERAL ROOF NOTES. REFER

TO BID ALTERNATE.

010 DUNNAGE PLATFORM, STAIRS, RAILINGS AND HVAC EQUIPMENT TO REMAIN; REMOVE

EXISTING ROOF ASSEMBLY AND FLASHINGS PER KEYNOTE 001 BELOW DUNNAGE

PLATFORM.

011 EXISTING EXHAUST VENT TO REMAIN

012 REMOVE AND DISPOSE OF EXISTING GUY WIRE SUPPORT POSTS IN PREPARATION FOR

NEW GUY WIRE SUPPORT POSTS.

013 SALVAGE EXISTING HARDWARE FOR REUSE; REFER TO ROOF PLAN. REMOVE AND

DISPOSE OF EXISTING DOOR AND FRAME.

014 REMOVE AND DISPOSE OF EXISTING ALUMINUM FASCIA ON STAIR ROOF. REFER TO BID

ALTERNATE

015 REMOVE AND DISPOSE OF EXISTING ALUMINUM DOWNSPOUT. REFER TO BID

ALTERNATES.

016 REMOVE AND DISPOSE EXISTING ALUMINUM GUTTER. REFER TO BID ALTERNATES.

N

PROJECT

NORTH

N

TRUE

NORTH

1/8" = 1'-0"

ROOF DEMOLITION PLAN

CHIEF ME OFFICE

ASSITANT ME

OFFICE

ASSISTANT ME

OFFICE

VESTIBULE

SUPERVISOR

INVESTIGATOR

OFFICE 115

NVDRS OFFICE

BREAK ROOM

RECORD

STORAGE

STORAGE

FAMILY ROOM

122A

WAITING ROOM

VESTIBULE

CORRIDOR

ASSISTANT ME

OFFICE

CASE MANAGER

OFFICE

DIRECTOR OF

OPERATION

OFFICE

OFFICE / CASE

MANAGER

OFFICE

CASE MANAGER

OFFICE

EXTRA GROWTH

OFFICE

COPY

EVIDENCE WORK

AREA

DRUG STORAGE

J.C.

HISTOLOGY

RECEIPT &

RELEASE

SALLY PORT

DECOMPOSITION

AUTOPSY

MOTHER'S

ROOM

WOMEN

MEN

X-RAY

AUTOPSY

LAUNDRY

PPE DRESSING

WOMEN

MEN

FIELD

EQUIPMENT

ROOM

LIFE SAFETY

S100

ROOF ACCESS

STAIR

WATER

BONE STORAGE

BOX TISSUE

STORAGE

MICROSCOPE

ALCOVE

RESIDENT

OFFICE

ASSISTANT ME

OFFICE

CONFERENCE

ROOM

STORAGE

ELECTRICAL

STORAGE

LOCKER

SHOWER

SHOWER

LOCKER

144E

CORRIDOR

144C

CORRIDOR

144B

CORRIDOR

CORRIDOR

LECTURE ROOM

144A

CORRIDOR

LOBBY

CORRIDOR

STORAGE

FRONT OFFICE

INVESTIGATOR'S

OFFICE

J.C.

ELECTRICAL

IT

CART WASH

UTILITY

EXISTING MECHANICAL RETURN/SUPPLY DIFFUSER

EXISTING LIGHT FIXTURES

EXISTING GYP. BD. CEILING/SOFFIT

EXISTING SUSPENDED ACOUSTIC TILE CEILING

BUILDING ACCESS PLAN SYMBOLS

EXISTING CEILING PLAN IS PROVIDED FOR REFERENCE ONLY. IN GENERAL, ALL EXISTING CEILINGS

AND CEILING MOUNTED DEVICES SHALL REMAIN. IF ANY CEILINGS NEED TO BE REMOVED TO

COMPLETE THE WORK (REFER TO MEP DRAWINGS), THE CONTRACTOR SHALL REPLACE IN KIND.

OFFICE AREA; REFER TO BUILDING ACCESS KEYNOTES

CLINICAL AREA; REFER TO BUILDING ACCESS KEYNOTES

SECURE AREA; REFER TO BUILDING ACCESS KEYNOTES

DRAWING TITLE:

DRAWING NO.:

REVISIONS:

DATE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

PROJECT STATUS:

© 2026 VISION 3 ARCHITECTS | THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT INDICATED ON THE TITLE BLOCK. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT APPROVAL AND PARTICIPATION OF VISION 3 ARCHITECTS. REPRODUCTION IS PROHIBITED.

317 IRON HORSE WAY, SUITE 111

PROVIDENCE, RI 02908

401.461.7771 v3@vision3architects.com www.vision3architects.com

STAMP:

MEP/FP ENGINEER:

BUILDING ENGINEERING

RESOURCES, INC.

ENVELOPE CONSULTANT:

BUILDING ENCLOSURE

SCIENCE, LLC (BES)

STRUCTURAL ENGINEER:

TRINITY ENGINEERING GROUP

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1/8" = 1'-0"

BUILDING ACCESS PLAN

KEYNOTES - BUILDING ACCESS PLAN

201 APPROXIMATE LOCATION OF NEW RTUs SHOWN DASHED FOR REFERENCE

202 ROOF ACCESS STAIR: CONTRACTOR SHALL HAVE ACCESS TO THE ROOF ACCESS STAIR VIA

THE EXTERIOR DOOR. CONTRACTOR SHALL PROTECT TREADS AND RAILINGS DURING

CONSTRUCTION AND REPAINT WALLS IF DAMAGED DURING CONSTRUCTION. CONTRACTOR

WILL NEED TO COORDINATE ACCESS WITH THE OWNER IF ACCESS TO THE INTERIOR OF THE

BUILDINGS IS REQUIRED TO COMPLETE THE WORK.

203 OFFICE AREA ACCESS: FACILITY IS OPEN 24HRS. CONTRACTOR SHALL BE ABLE TO WORK IN

THIS AREA DURING NORMAL BUSINESS HOURS PROVIDED THEY COORDINATE ACCESS WITH

THE OWNER AND BE RESPONSIBLE TEMPORARILY RELOCATING ANY WORKSTATIONS

AFFECTED BY THE WORK, PROVIDE TEMPORARY BARRIERS AND DUST PROTECTION TO

ENSURE CONTINUOUS OPERATION OF THE FACILITY.

204 CLINICAL AREA ACCESS: FACILITY IS OPEN 24HRS. CONTRACTOR SHALL BE ABLE TO WORK

IN THIS AREA DURING NORMAL BUSINESS HOURS PROVIDED THEY COORDINATE ACCESS

WITH THE OWNER AND DO NOT BLOCK THE CORRIDORS OR SALLYPORT FOR THE USE OF

BODY CARTS AT ANY TIME, AND PROVIDE TEMPORARY BARRIERS/DUST PROTECTION TO

ENSURE CONTINUOUS OPERATION OF THE FACILITY.

205 AUTOPSY ROOM ACCESS: MOST AUTOPSIES ARE PERFORMED IN THE MORNING.

CONTRACTOR SHALL BE ABLE TO WORK IN THIS AREA OUTSIDE THE HOURS OF

9:00AM-2:00PM, PROVIDED THEY COORDINATE ACCESS WITH THE OWNER AND PROVIDE

TEMPORARY BARRIERS/DUST PROTECTION TO ENSURE CONTINUOUS OPERATION OF THE

FACILITY.

206 SECURE AREA ACCESS: CONTRACTOR SHALL NOT BE PERMITTED IN THIS AREA. SHOULD

ACCESS BE REQUIRED, CONTRACTOR SHALL ARRANGE FOR AN OSME ESCORT TO

SUPERVISE ACTIVITY AT ALL TIMES WHILE IN THE ROOM.

207 LINE INDICATES APPROXIMATE PATH OF ACCESS FOR NEW CONDUIT ROUTING REQUIRED

FOR NEW ROOFTOP MECHANICAL UNITS. THE DESIGN INTENT IS TO LIMIT ROUTING TO THE

CORRIDORS TO PREVENT DISTURBANCE TO OCCUPIED SPACES; REFER TO E-DWGS. REFER

TO ADDITIONAL KEYNOTES FOR ACCESS REQUIREMENTS.

WD

1 3.9 4 4.1 5

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310 310

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

309 309

EXISTING SLOPED

STRUCTURE

1/4":12" (V.I.F.)

EXISTING SLOPED

STRUCTURE

1/4":12" (V.I.F.)

EXISTING SLOPED

STRUCTURE

1/4":12" (V.I.F.)

EXISTING SLOPED

STRUCTURE

1/4":12" (V.I.F.)

E X

IS

T

IN

G

S L

O P

E D

S

T R

U C

T U

R

/4

(V

.I .F

E X

IS

T

IN

G

S L

O P

R

U C

T U

(V

.I .F

E X

IS

T

IN

G

S L

O P

R

U C

T U

(V

.I .F

E X

IS

T

IN

G

S L

O P

R

U C

T U

(V

.I .F

TYP.

32210

A3.2

A3.2

LOW

A3.2

TYP.

A3.2

TYP.

A3.2

TYP.

A3.2

TYP.

________ 8

A3.2

TYP.

A3.2 ________ 9

A3.2

A3.2

SIM.

A3.2

A3.2

RTU-3RTU-1 RTU-4RTU-2

RTU-5

A3.2

TYP.

A3.2

TYP.

A3.2 ________ 9

A3.2

SIM.TYP.

305 305

TYP.

TYP.

A3.2

TYP.

A3.2

TYP.

TYP.

TYP.

TYPICAL ROOF ASSEMBLY

EXISTING SLOPED ROOF STRUCTURE

(SHOWN GRAY)

EXISTING STEEL ROOF DECK

(SHOWN GRAY)

80 MILL PVC MEMBRANE (ADHERED)

1/2" COVERBOARD (ADHERED)

R-30 (MIN.) INSULATION

(MECHANICALLY FASTENED)

SELF-ADHERED VAPOR BARRIER

1/2" THERMAL BARRIER

NOTE: REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION

GENERAL ROOF NOTESGENERAL ROOF NOTES

1. IT IS NOT THE INTENT TO SHOW EVERY PENETRATION. CONTRACTOR SHALL VISIT THE SITE

PRIOR TO BIDDING TO FAMILIARIZE THEMSELVES WITH ALL EXISTING ROOF PENETRATIONS.

2. VERIFY/COORDINATE EXACT SIZES AND LOCATIONS OF NEW CURBS AND FRAMED OPENINGS

WITH REQUIREMENTS OF ACTUAL EQUIPMENT TO BE PROVIDED.

3. PROVIDE 4' X 4' SUMPS AT ALL DRAIN LOCATIONS.

4. PROVIDE AND INSTALL P.T. WOOD BLOCKING AT ROOF EDGE AND NEW CURBS. G.C. SHALL

COORDINATING EXACT SIZES AND LOCATIONS OF BLOCKING AT ALL HVAC EQUIPMENT CURBS.

5. ROOF SYSTEM SHALL COMPLY WITH THE FOLLOWING FACTORY MUTUAL (FM) GLOBAL

STANDARDS: ROOF NAV NUMBER: Roof Nav #416666-0-0 A. SYSTEM SHALL MEET RI SBC-1 BASIC WIND SPEED DESIGN PER TABLE 1608.1, REFER TO S-

DWGS FOR RISK CATEGORY, EXPOSURE AND WINDSPEED.

B. ROOF SYSTEM SHALL MEET THE REQUIREMENTS OF FM GLOBAL PROPERTY LOSS

PREVENTION DATA SHEET 1-28 WIND DESIGN, DATA SHEET 1-29 ABOVE DECK ROOF

COMPONENTS, DATA SHEET 1-49 PERIMETER ATTACHMENT, AND DATA SHEET 1-52 FIELD

UPLIFT TEST

C. CONTRACTOR SHALL MEET OR EXCEED ALL FM GLOBAL INSTALLATION REQUIREMENTS FOR

ADHERED SINGLE-PLY MEMBRANES PER FM GLOBAL PROPERTY LOSS PREVENTION DATA

SHEET 1-49, INCLUDING BUT NOT LIMITED TO, PERIMETER FLASHING, BASE SECUREMENT,

FLASHING DETAILS, WOOD NAILERS, ROOF DRAINS AND ROOF PENETRATIONS.

6. ROOF SHALL BE WATERTIGHT AT THE END OF EACH WORKDAY REGARDLESS OF WEATHER

FORECAST. IF INCLEMENT WEATHER BE ANTICIPATED, THE ROOF SHALL BE MADE WATERTIGHT

PRIOR TO ANY PRECIPITATION.

7. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS

325326

TYP.

DRAWING TITLE:

DRAWING NO.:

REVISIONS:

DATE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

PROJECT STATUS:

© 2026 VISION 3 ARCHITECTS | THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT INDICATED ON THE TITLE BLOCK. THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT APPROVAL AND PARTICIPATION OF VISION 3 ARCHITECTS. REPRODUCTION IS PROHIBITED.

317 IRON HORSE WAY, SUITE 111

PROVIDENCE, RI 02908

401.461.7771 v3@vision3architects.com www.vision3architects.com

STAMP:

MEP/FP ENGINEER:

BUILDING ENGINEERING

RESOURCES, INC.

ENVELOPE CONSULTANT:

BUILDING ENCLOSURE

SCIENCE, LLC (BES)

STRUCTURAL ENGINEER:

TRINITY ENGINEERING GROUP

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ROOF PLAN

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05/15/2026

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KEYNOTES - ROOF PLAN

301 REMOVE EXISTING ROOF AND REPLACE WITH A NEW PVC MEMBRANE ROOF ASSEMBLY;

REFER TO TYPICAL ROOF ASSEMBLY DETAIL.

302 INSTALL (1) ADDITIONAL LAYER OF P.T. 2X WOOD BLOCKING OVER EXISTING ROOF EDGE

BLOCKING TO ACCOMMODATE ADDITIONAL INSULATION THICKNESS.

303 REPLACE EXISTING HVAC EQUIPMENT; REFER TO MEP-DWGS

304 APPROXIMATE EXTENTS OF EXISTING RTU ROOF CURB SHOWN DASHED. DESIGN INTENT

IS TO LOCATE THE NEW RTU ABOVE EXISTING DUCT PENETRATIONS. REFER TO

M-DWGS. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD AND PROVIDE NEW

H-FRAME (REFER TO S-DWGS) AND PRESSURE TREATED WOOD BLOCKING.

305 TAPERED INSULATION CRICKET (SHOWN HATCH)

306 EXISTING GALVANIZED ROOF SCREEN FRAMING TO REMAIN; CONTRACTOR SHALL FILL

BOTTOM WITH SPRAY FOAM INSULATION; REFER TO TYPICAL DETAIL

307 NEW EXTENDED ALUMINUM FASCIA. METAL-ERA ANCHOR-TITE 0.040 ALUMINUM, AF-85

OR EQUAL. COLOR TO MATCH EXISTING.

308 PROVIDE NEW SPLASH BLOCK AND WALK-PAD UNDER SPLASH BLOCK AS WEAR LAYER.

309 EXISTING ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN. CREATE NEW TAPERED

INSULATION SUMP AT EACH DRAIN LOCATION AND REPLACE EXISTING BASKETS/DOME

STRAINERS.

310 EXISTING STEEL ENTRANCE FRAMING AND CANOPY TO REMAIN; PROVIDE NEW PAINTED

FINISH. BASIS OF DESIGN IS SHERWIN WILLIAMS MACROPOXY/ HI SOLIDS

POLYURETHANE SEMI-GLOSS FINISH. 1ST COAT: SHERWIN WILLIAMS MACROPOXY HIGH

SOLIDS B58 SERIES ( 4.0-8.0 MILS WET, 3.0-6.0 MILS DRY). 2ND AND 3RD COAT: S-W HI

SOLIDS POLYURETHANE,B65 SERIES (4.5-8.0 MILS WET, 3.0-5.0 MILS DRY PER COAT).

PREP: HAND OR POWER TOOL CLEAN EXISTING SURFACE PER SSPC-SP2 OR SSPC-3

FOLLOWED BY SOLVENT. CLEANING PER SSPC-SP1 WITH ENVIRONMENTALLY FRIENDLY

SOLVENT; REFER TO BID ALTERNATES.

311 EXISTING ROOF SCREEN TO REMAIN

312 EXISTING EXHAUST VENT TO REMAIN.

313 EXISTING HVAC EQUIPMENT TO REMAIN.

314 EXISTING PLUMBING VENT TO REMAIN.; REFER TO TYPICAL PIPE/ GUY WIRE BRACKET

PENETRATION DETAIL

315 0.040 ALUMINUM DOWNSPOUT AND SPLASH BLOCK. COLOR TO MATCH EXISTING FASCIA;

REFER TO BID ALTERNATES. PROVIDE WALK-PAD UNDER SPLASH BLOCK AS WEAR

LAYER.

N

PROJECT

NORTH

N

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1/8" = 1'-0"

ROOF PLAN

KEYNOTES - ROOF PLAN

316 ALUMINUM FASCIA; REFER TO DETAIL. COLOR TO MATCH EXISTING; REFER TO BID

ALTERNATES.

317 REMOVE EXISTING STAIR ROOF AND REPLACE WITH A NEW TYPICAL ROOF ASSEMBLY;

REFER TO BID ALTERNATES.

318 EXISTING GALV. STEEL DUNNAGE PLATFORM, STAIRS, RAILINGS AND HVAC EQUIPMENT

TO REMAIN; INSTALL NEW ROOF SYSTEM BELOW EXISTING PLATFORM AND FLASH ALL

EXISTING ROOF PENETRATIONS.

319 EXISTING SUSPENDED SHIPS LADDER. CONTRACTOR TO MAINTAIN MIN. 1” CLEAR

BETWEEN BOTTOM OF STRINGER AND NEW ROOF SURFACE; MODIFY THE BOTTOM OF

STRINGER IF NECESSARY.

320 PROVIDE PITCH POCKET AT EXISTING CLUSTER PENETRATIONS THAT DO NOT PERMIT

THE USE OF A FLASHING BOOT. CONTRACTOR TO VERIFY QUANTITY IN FIELD; REFER TO

TYPICAL PITCH POCKET AT EXISTING CLUSTER PENETRATION DETAIL

321 NEW GUY WIRE SUPPORT POSTS TALL ENOUGH TO ACCEPT NEW BOOT FLASHING.

CONTRACTOR SHALL FIELD VERIFY LENGTH OF POST REQUIRED; REFER TO TYPICAL

PIPE/ GUY WIRE BRACKET PENETRATION DETAIL.

322 TAPERED INSULATION CRICKET AT DUCT PENETRATIONS BELOW DUNNAGE.

323 NEW 3’-0” X 6’-8” INSULATED HOLLOW METAL DOOR AND NEW INSULATED FULLY WELDED

HOLLOW METAL DOOR JAMB. DOOR PANEL AND FRAME SHALL BE PRE-PRIMED,

THERMALLY-BROKEN, FULLY WELDED A60 GALVANIZED. HARDWARE SHALL BE (1)

CONTINUOUS HINGE, (1) SALVAGED PASSAGE LATCH SET, (1) SALVAGED CLOSER, (1)

SALVAGED ADJUSTABLE THRESHOLD WITH NOSING, (1) RAIN GUARD, (1) SWEEP,

PERIMETER GASKETING. FIELD PAINT DOOR AND FRAME TO MATCH EXISTING.

324 NEW 30"X30" WALK PADS. PADS ARE TO BE COMPLIANT WITH ROOF SYSTEM

325 PROVIDE ADA COMPLIANT SILL/ TRANSITION STRIP AT EXISTING WALK-IN FREEZER

DOORS. PATCH AND REPAIR EXISTING RESILIENT TILE FLOORING IN KIND AT THIS

LOCATION. CONTRACTOR SHALL ENGAGE ORIGINAL FLOORING VENDOR (RUGGIERI

BROTHERS COMMERCIAL FLOORING) TO MAINTAIN EXISTING FLOORING WARRANTY.

326 CONTRACTOR SHALL PATCH AND SEAL AROUND NEW PENETRATIONS IN FULL HEIGHT

WALLS WHERE NEW CONDUIT IS INSTALLED ABOVE THE CEILING. PROVIDE

FIRESTOPPING AT RATED WALLS ELECTRICAL ROOM WALL.

327 PATCH SAND AND REPAINT EXISTING DAMAGED WALL TO MATCH EXISTING.

1/32" = 1'-0"

FLOOR PLAN

N

PROJECT

NORTH

N

TRUE

NORTH

ROOF TOP EQUIPMENT; SEE M-DWGS

CAP FLASHING

ROOF MEMBRANE FLASHING ADHERED

TO ROOF CURB WITH MFR'S APPROVED

BONDING ADHESIVE. EXTEND FLASHING

TO UNDER CAP FLASHING.

PREFAB EQUIPMENT CURB; REFER TO M-DWGS

SELF- ADHERED VAPOR BARRIER

(SHOWN DASHED)

EXISTING ROOF PENETRATION

SUPPORT FRAME (SHOWN GRAY)

EXISTING STEEL ROOF DECK

(SHOWN GRAY)

COUNTER FLASHING SET IN SEALANT

NEW 2X PT WOOD BLOCKING TO ALIGN

WITH TOP OF INSULATION

TYPICAL ROOF ASSEMBLY

NEW SUPPORT FRAME;

REFER TO S-DWGS

EXISTING PIPE ROOF PENETRATION

EXISTING STEEL ROOF DECK

TYPICAL ROOF ASSEMBLY

CONT. BEAD OF SEALANT

BETWEEN BOOT AND PIPE

STAINLESS STEEL CLAMPING RING

ROOF BOOT FLASHING

SEAL SELF- ADHERED VAPOR

BARRIER (SHOWN DASHED)

AROUND DECK PENETRATION

CONT. BEAD OF SEALANT

ALUMINUM RAIN GUARD FLASHING

M

IN

NEW DOOR AND FRAME BEYOND ;

REFER TO KEYNOTES ON ROOF PLAN

EXISTING DECKING SUPPORT ANGLE

TYPICAL ROOF ASSEMBLY

INTERIOR EXTERIOR

1/2" PROTECTION BOARD

TERMINATION BAR AND SEALANT

SLOPE

EXISTING METAL DECK TO REMAIN

CONTINUOUS CASING BEAD &

SEALANT

EXISTING CMU BOND BEAM TO

REMAIN

CONT. SEALANT AROUND

DOOR JAMB. TYP. BOTH SIDES

THERMALLY BROKEN METAL DOOR

FRAME FILLED WITH CLASS 1

CLOSED CELL LOW EXPANSION

SPRAY FOAM. REFER TO ROOF

PLAN KEY NOTES

EXISTING 3/4" F.R.P.T. PLYWOOD TO

REMAIN; PATCH AND REPAIR IF

REQUIRED TO FACILITATE NEW

DOOR INSTALLATION

MATCH EXISTING

2 PIECE S.S. PAN AND COUNTER

FLASHING

ADJUSTABLE ROOF CURB THRESHOLD;

SET IN CONTINUOUS BEAD OF SEALANT

NEW SOLID 4" CMU AT DOOR SILL

BENT STAINLESS STEEL SILL COVER

W/ SELF- ADHERED NON-SLIP TAPE

APPLIED TO WALKING SURFACE.

SELF-ADHERED STAINLESS

STEEL THRU-WALL FLASHING

(SHOWN DASHED)

SILL FLASHING PAN TO TERMINATE INTO

CMU MORTAR JOINT/ REGLET. ALIGN WITH

TOP OF ROOFING REGLET FLASHING

REFER TO ROOF TO CMU WALL DETAIL

1/2" F.R.P.T. PLYWOOD

1/2" COVER BOARD

TERMINATION BAR AND SEALANT

PATCH AND REPAIR MOISTURE

RESISTANT GYP. BD. AROUND DOOR

OPENING AS REQUIRED. MATCH

EXISTING FINISH.

1" RIGID INSULATION

5/8" F.R.T. PLYWOOD PAINTED TO

MATCH ADJACENT WALL; PROVIDE

NEW WALL BASE TO MATCH

EXISTING AS REQUIRED FOR

INDISTINGUISHABLE INSTALLATION

M

IN

NEW GUTTER; REFER TO ROOF PLAN

ROOF MEMBRANE (LAP OVER FACE

OF BLOCKING BEHIND GUTTER AND

TERMINATE ON CMU MIN. 2" LAP)

PVC COATED METAL DRIP EDGE

LAP EDGE FLASHING OVER

DRIP EDGE. APPLY EDGE

SEALANT TO ALL EDGES.

TYPICAL ROOF ASSEMBLY

1/2" F.R.P.T. PLYWOOD

EXISTING CONTINUOUS 2X

P.T. WOOD BLOCKING

(SHOWN GRAY)

SELF- ADHERED VAPOR BARRIER

(SHOWN DASHED) TO EXTEND OVER

WOOD BLOCKING AND TERMINATE AT

FACE OF CMU

2X P.T. WOOD BLOCKING

6"

TYPICAL ROOF ASSEMBLY

TERM. BAR AND SEALANT

WITH HOOK STRIP FOR

COUNTER FLASHING

M

IN

1/2" COVER BOARD

EXISTING THRU-WALL

FLASHING TO REMAIN

INTERIOREXTERIOR

PROVIDE NEW S.S.

COUNTER FLASHING

EXISTING CMU (SHOWN GRAY)

EXISTING STEEL ROOF DECK

(SHOWN GRAY)

2X P.T. BLOCKING

TYPICAL ROOF ASSEMBLY; EXTEND

MEMBRANE OVER WOOD BLOCKING AND

TERMINATE ON CMU

EXISTING WOOD BLOCKING TO REMAIN

NEW 2X PT WOOD BLOCKING TO ALIGN WITH

TOP OF INSULATION AND FACE OF WALL

V .I .F

M

IN

SEALANT

EXTENDED FASCIA SYSTEM

SELF- ADHERED VAPOR BARRIER

(SHOWN DASHED) TO EXTEND OVER

WOOD BLOCKING AND TERMINATE AT

FACE OF CMU/ EIFS AS OCCURS.

EXISTING STEEL ROOF DECK

(SHOWN GRAY)

EXISTING SCREEN WALL

SUPPORT ROOF PENETRATION

EXISTING STEEL ROOF DECK

TYPICAL ROOF ASSEMBLY

CONT. BEAD OF SEALANT

STAINLESS STEEL CLAMPING RING

MEMBRANE FLASHING

SEAL SELF- ADHERED VAPOR

BARRIER (SHOWN DASHED)

AROUND DECK PENETRATION

FILL BOTTOM OF CAVITY WITH CLASS 1

CLOSED CELL LOW EXPANSION

SPRAY FOAM UP TO HOLE.

FIELD DRILL HOLE IN EXISTING

SUPPORT BELOW FLASHING LINE FOR

INSULATION INSTALLATION

ALUMINUM RAIN GUARD FLASHING

M

IN

EXISTING METAL ROOF

DRAIN ASSEMBLY WITH NEW

BASKETS/DOME STRAINERS

FLASHING MEMBRANE BED IN

WATER CUT-OFF MASTIC

EXISTING ROOF LEADER TO

REMAIN; REFER TO P-DWGS

TYPICAL ROOF

ASSEMBLY

TAPERED SUMP

2'-0"

EXISTING 2X PT WOOD

BLOCKING AT ROOF DRAINS

TAPERED SUMP

2'-0"

TYPICAL ROOF ASSEMBLY

EXISTING WOOD BLOCKING TO REMAIN

NEW 2X PT WOOD BLOCKING TO ALIGN

WITH TOP OF INSULATION

V .I .F

M

IN

SEALANT

EXTENDED FASCIA SYSTEM

CONT. BEAD OF SEALANT

STAINLESS STEEL CLAMPING RING

MEMBRANE FLASHING

FILL BOTTOM OF CAVITY WITH CLASS

1 CLOSED CELL LOW EXPANSION

SPRAY FOAM UP TO HOLE

FIELD DRILL HOLE IN EXISTING

SUPPORT BELOW FLASHING LINE FOR

INSULATION INSTALLATION.

ALUMINUM RAIN GUARD FLASHING

(COLOR TO MATCH STEEL STRUCTURE)

EXISTING EIFS TO REMAIN

M

IN

SELF- ADHERED VAPOR BARRIER

(SHOWN DASHED) TO EXTEND OVER

WOOD BLOCKING AND TERMINATE AT

FACE OF CMU/ EIFIS AS OCCURS.

PAINTED ALUMINUM COVER FLASHING

WITH HEMMED EDGES. FLASHING TO BE

COVER A MINIMUM OF THREE SIDES OF

COLUMN TO OBSTRUCT VIEW OF

MEMBRANE FROM PARKING AREA.

(COLOR TO MATCH STEEL STRUCTURE)

EXISTING STEEL CANOPY POST

D

SEALANT

TYPICAL ROOF ASSEMBLY; EXTEND

MEMBRANE OVER WOOD BLOCKING

AND TERMINATE ON CMU

EXISTING BLOCKING TO REMAIN

SLOPE

1/2" COVER BOARD

FASCIA SYSTEM

EXISTING MASONRY WALL TO REMAIN

(SHOWN GRAY)

EXISTING ROOF STRUCTURE AND

DECKING TO REMAIN (SHOWN GRAY)

SELF- ADHERED VAPOR BARRIER

(SHOWN DASHED) TO EXTEND OVER

WOOD BLOCKING AND TERMINATE AT

FACE OF CMU

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AROUND DECK PENETRATION

CONT. BEAD OF SEALANT

ALUMINUM RAIN GUARD FLASHING

PITCH PAN FASTENED

TO BLOCKING

NON-SHRINK GROUT

SEALANT POCKET FILLER

2X P.T. BLOCKING

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05/15/2026

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TYPICAL PIPE/ GUY WIRE BRACKET

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3" = 1'-0"

ROOF ACCESS DOOR/ ROOF DETAIL

1 1/2" = 1'-0"

ROOF TO CMU WALL DETAIL

1 1/2" = 1'-0"

TYPICAL ROOF EDGE DETAIL

1 1/2" = 1'-0"

TYPICAL SCREEN WALL PENETRATION DETAIL

1" = 1'-0"

TYPICAL ROOF DRAIN DETAIL

1 1/2" = 1'-0"

ROOF EDGE DETAIL @ ENTRANCE CANOPY

1 1/2" = 1'-0"

TYPICAL PARAPET DETAIL

1 1/2" = 1'-0"

TYPICAL PITCH POCKET AT EXISTING

CLUSTER PENETRATION DETAIL

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ROOF PLAN

1 1/8" = 1'-0"1 MECHANICAL RENOVATION ROOF PLAN

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NORTH

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CASE MANAGER

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DIRECTOR OF

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ELECTRICAL EXISTING ROOF POWER PLAN

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ASSITANT ME

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ASSISTANT ME

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SUPERVISOR

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OFFICE / CASE

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EVIDENCE

WORK AREA

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LIFE SAFETY

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