RFQ26006763 100 Percent Submission-Drawings Updated.pdf
PDF 15 MB Posted
- Attached to
- RIARNG CAMP VARNUM T-18 RENOVATIONS
- Solicitation number
- RFQ26006763
- Issued by
- Providence County, Rhode Island
About this file
This file contains architectural construction drawings and specifications for a comprehensive renovation project of Building T-18 at Camp Varnum in Narragansett, Rhode Island, prepared by the Rhode Island Army National Guard in conjunction with Rowse Architects Inc. and Building Engineering Resources Inc. The project scope encompasses interior and exterior renovations including life safety upgrades, heating and cooling systems, electrical systems, plumbing fixtures, flooring, carpentry work, and bathroom and sleeping area modernization. The renovation work includes removal of exterior wall sheathing, installation of six-inch wall insulation, new electrical wiring and receptacles, gypsum board ceiling replacement, vinyl plank flooring installation, new plumbing fixtures including water heater and fixtures, split-system HVAC equipment, fire alarm systems, painting, stair railing replacement with vinyl treads and risers, and exterior porch decking replacement with composite decking and PVC railings. The drawings indicate that construction is scheduled to commence in September 2026, with substantial completion required within 16 months and final completion within 60 days thereafter. A non-mandatory pre-bid conference was scheduled for June 24, 2026 at 9:00 a.m. at Camp Varnum, with questions due by July 1, 2026, and proposals due July 15, 2026 at 1:00 p.m. EDT.
The project requires contractors to maintain valid registration certificates from the Rhode Island Contractors' Registration Board and comply with prevailing wage requirements, Rhode Island Building Code Commission standards, and State Building and Fire Code standards. Contractors must obtain 100% payment and performance bonds and provide general liability insurance of $1,000,000 per occurrence, workers' compensation of $100,000, and automobile liability of $1,000,000. A minimum 15% minority business enterprise (MBE) participation is mandated under Rhode Island law. Work hours are restricted to 7:00 a.m. to 4:00 p.m., Tuesday through Friday, with no work permitted on Mondays, as the site remains under full owner occupancy during construction. A lump-sum contingency allowance of $10,000 is included, and bid surety must equal 5% of the cost proposal. Liquidated damages are assessed at $400 per calendar day for delays beyond substantial completion, and a contract administrative fee of 0.33% will be withheld from invoices. All contractor and subcontractor personnel must obtain background clearances and BCI certification for base access; workers with outstanding warrants or felonies are not permitted.
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Text version
RHODE ISLAND ARMY NATIONAL GUARD
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LIST OF DRAWINGS
SITE KEY PLAN
OF 23
ARCHITECT:
OF 23
PROJECT
NORTH
VICINITY MAP
NOT TO SCALE
N O
V.
7, CAMP VARNUM BUILDING T-18 INTERIOR &
EXTERIOR RENOVATIONS
C1.00
100 CORMORANT ROAD, NARRAGANSETT, RHODE ISLAND 02882
NOVEMBER 17, 2025
R
EN
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O
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AM
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VA
R
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D1.00
OF 23
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
p. (774) 215-0290
M as sa so it A ve nu e, Su ite
, S ec on d Fl oo r
Ea st
P ro vi de nc e, R ho de Is la nd p.
(4
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-9 ro w se ro w se ar ch ite ct s.
co m
H am ps hi re
S tr ee t, Su ite
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Fo xb or o, M as sa ch us et ts p.
(7
) 2
-0
CONSULTANTS:
G1.00 USE GROUP, OCCUPANT LOADS, EGRESS PLANS 2 OF 23
BUILDING T-18 VARNUM (AREA OF WORK)
100 CORMORANT ROAD
NARRAGANSETT, RHODE ISLAND 02882
D1.01
OF 23
FIRST FLOOR PLAN - DEMOLITION
OF 23
OF 23
OF 23
SECOND FLOOR PLAN - DEMOLITION
A1.00
OF 23
FIRST & SECOND FLOOR PLANS
A1.01
OF 23
ENLARGED FIRST FLOOR PLAN
A1.02 ENLARGED SECOND FLOOR PLAN
A1.03 FIRST FLOOR PORCH PLANS AND DETAILS
A2.00 FIRST FLOOR PORCH SECTION & ELEVATIONS
TITLE SHEET
ARCHITECTURAL
MECHANICAL
T1
M0.01
MD1.01
M1.01
PLUMBING
P0.01 P1.01 P2.01
ELECTRICAL
OF 23E0.01 ELECTRICAL LEGEND, NOTES, & ABBREVIATIONS
OF 23ED1.01 ELECTRICAL DEMOLITION PLANS
OF 23E1.01 ELECTRICAL FIRST FLOOR PLAN
OF 23E1.02 ELECTRICAL SECOND FLOOR PLAN
OF 23FA1.01 FIRE ALARM FLOOR PLAN
OF 23A2.01 INTERIOR SECTIONS, DETAILS & ELEVATIONS
OF 23MECHANICAL LEGEND, NOTES, DETAILS & ABBREVIATIONS
OF 23MECHANICAL DEMOLITION FLOOR PLANS
OF 23MECHANICAL RENOVATION FLOOR PLANS
OF 23PLUMBING LEGEND, NOTES, & ABBREVIATIONS
OF 23PLUMBING FIRST FLOOR DEMOLITION PLANS
OF 23PLUMBING LEGEND, NOTES, & ABBREVIATIONS
G1.01 ABBREVIATIONS, GENERAL & CONSTRUCTION NOTES 3
OF 23
& CODE REVIEW INFO
AutoCAD SHX Text
SET NUMBER
DORMITORY
STAIRS
BATHROOM
PORCH
U P
COMMON PATH OF TRAVEL - 33'
EXIT SEPARATION - 27'
BUILDING DIAGONAL - 53'
DORMITORY
DORMITORY
STAIRS
ROOF BELOW
ROOF BELOW
STAIRS
D N
COMMON PATH OF TRAVEL - 33'
BUILDING DIAGONAL - 48'
EXIT SEPARATION - 16'
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
USE GROUP, OCCUPANT
LOADS, EGRESS PLANS
& CODE REVIEW INFO
G1.00 24029A - G1.00 2 23
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
p. (774) 215-0290
CAMP VARNUM
G1.00
FIRST FLOOR CODE PLAN
SCALE: 1/4" = 1' - 0"
G1.00
SECOND FLOOR CODE PLAN
SCALE: 1/4" = 1' - 0"
7'-6"
GENERAL DEMOLITION NOTES:
CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING CONDITIONS PRIOR TO BID. CONTRACTOR SHALL IDENTIFY ALL EXISTING ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSE.
ALL DEMOLITION WORK AND DISPOSAL OF ALL DEMOLISHED MATERIALS SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION PERMITS.
COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER FOR SHUTDOWN PERIODS AND SEQUENCE OF WORK. ARRANGE WITH OWNER AND / OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES AND PROTECTIVE ENCLOSURES REQUIRED TO PROPERLY SECURE, ISOLATE AND WEATHERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS TO REMAIN. CONTRACTOR SHALL PERFORM THE WORK IN A MANNER THAT CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION OF THE BUILDING AND SITE FOR ITS INTENDED PURPOSE. PROVIDE ADDITIONAL MEASURES TO PREVENT THE MIGRATION OF DUST INTO ADJACENT SPACES.
THE BUILDING WILL NOT BE OCCUPIED DURING ALL OF THE CONSTRUCTION PROCESS. THE CONSTRUCTION SCHEDULE SHALL BE DEVELOPED WITH THE UNDERSTANDING THAT THE BUILDING IS NOT OCCUPIED AND THAT IT CAN NEITHER BE CLOSED NOR CAN THE OWNER'S OPERATIONS STOP. FIRE ALARM AND FIRE PROTECTION SYSTEMS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION
TO PROVIDE PROTECTION AND NOTIFICATION TO THE BUILDING OCCUPANTS.
ALL ITEMS SCHEDULED TO BE SALVAGED FOR REUSE SHALL BE REMOVED WITH CARE, STORED AND PROTECTED FROM DAMAGE UNTIL INCORPORATED INTO THE NEW WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE AND / OR RESTORE ANY ITEMS SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED DURING THE COURSE OF CONTRACT OPERATIONS. THE OWNER SHALL BE THE SOLE JUDGE OF SUITABILITY OF ITEMS SALVAGED FOR REUSE IN THE WORK.
IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN DEMOLITION WORK. MECHANICAL, ELECTRICAL, PLUMBING AND OTHER WORK RELATED TO A WALL OR OTHER DEMOLITION ITEM SHALL BE REMOVED WHETHER INDICATED OR NOT.
ALL EXISTING ITEMS SCHEDULED TO REMAIN DURING CONSTRUCTION SHALL BE TEMPORARILY SUPPORTED.
THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS.
CONTRACTOR TO PATCH, REPAIR AND REFINISH ALL SURFACES EXPOSED BY DEMOLITION WORK WITH MATERIALS AND METHODS TO MATCH THE EXISTING FINISH AND MAKE FLUSH WITH THE EXISTING ADJACENT SURFACES. WORK SHALL INCLUDE ALL LABOR AND MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE TO RECEIVE NEW FINISHES SPECIFIED IN
ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.
WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIALS; REMOVE ALL PROJECTIONS AND FILL ALL VOIDS;
SECURE OR REMOVE AND REPLACE ANY EXISTING LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIALS AS OCCURS.
TERMINATE, CAP, REMOVE AND MAKE SAFE ALL ABANDONED MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION ITEMS
BACK TO THEIR SOURCE.
CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS WHICH WOULD PREVENT THE EXECUTION OF THE DEMOLITION WORK
INDICATED.
ALL EXISTING SURFACES NOT SCHEDULED FOR DEMOLITION OR REFINISHING WHICH BECAME DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO MATCH THE ORIGINAL EXISTING CONDITION TO THE SATISFACTION OF THE OWNER.
REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE OR REUSE IN ACCORDANCE WITH LOCAL REGULATIONS. ALL SCHEDULED ITEMS TO BE TURNED OVER TO THE OWNER, SHALL BE PROTECTED DURING DEMOLITION OPERATIONS AND DELIVERED
TO THE APPROPRIATE PARTY IN UNDAMAGED CONDITION.
GENERAL CONSTRUCTION NOTES:
PATCH EXISTING WALLS WHERE EXISTING ITEMS HAVE BEEN REMOVED. PATCH WITH MATERIALS AS
REQUIRED TO MAKE SURFACES FLUSH WITH EXISTING ADJACENT SURFACE CONDITIONS.
CONTRACTOR TO PROVIDE FIRE RETARDANT SOLID WOOD BLOCKING IN EXISTING AND NEW WALL CONSTRUCTION AS REQUIRED TO MOUNT SPECIFIC ITEMS AGAINST WALLS. CONTRACTOR TO PATCH WALLS AFTER BLOCKING INSTALLATION WITH MATERIALS AND METHODS AS REQUIRED TO MAKE FINISH
SURFACE FLUSH WITH EXISTING ADJACENT SURFACES.
LANDSCAPE AREA DAMAGED BY CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION UPON COMPLETION OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR LEVELING, LOAM, SEED, SOD ETC.
AS REQUIRED TO ACHIEVE A CONDITION APPROVED BY OWNER/ ARCHITECT.
ITEMS CALLED TO BE REMOVED AND REPLACED SHALL BE REPLACED "IN-KIND" WITH LIKE MATERIALS TO MATCH EXISTING CONDITIONS, SUCH AS, MATERIAL, SIZE COLOR ETC. UNLESS NOTED OTHERWISE ON DRAWINGS OR IN SPECIFICATIONS. CONTRACTOR SHALL NOTIFY ARCHITECT WITH A REQUEST FOR
INFORMATION (RFI), IF ANY DISCREPANCIES EXIST.
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GENERAL NOTES - EXTERIOR PORCH & CONCRETE PADS:
FURNISH AND INSTALL NEW 4" X 4" PRESSURE TREATED POSTS.
FURNISH AND INSTALL PRESSURE TREATED 2" X 8" RIBBON BOARD ATTACHED TO WOOD BLOCKING ABOVE 12" X 12" CONCRETE PIER WITH 3-1/2" GALVANIZED BOLTS WITH WASHERS, COUNTERSINK BOLTS FLUSH. EXTEND POST 34 INCHES ABOVE FINISH DECK. INSTALL PVC POST COVER, CAP & BASE ALONG WITH PVC POST/COLUMN COVERINGS.
FURNISH AND INSTALL 5/4" COMPOSITE DECK PLANK WITH SS CONCEALED CLIP ANCHORS AND #7 SS SCREWS.
FURNISH AND INSTALL 1" X 8" PVC FASCIA TRIM BOARD.
FURNISH AND INSTALL TOP AND BOTTOM GUARD/RAILING SYSTEM WITH PVC BALUSTERS.
FURNISH AND INSTALL NEW 2" X 8" PRESSURE TREATED STAIR STRINGERS (4 PER STAIR) AND 5/4" COMPOSITE
DECK TREADS.
FURNISH AND INSTALL CONCRETE FILLED SONO TUBE FOUNDATION AT STAIR POSTS, EXTEND CONCRETE 42"
BELOW FINISH GRADE.
FURNISH AND INSTALL 8" THICK CONCRETE PAD ON COMPACTED STONE.
FURNISH AND INSTALL NEW CONCRETE PAD WITH STEPS ON COMPACTED STONE AT BOTH THE FRONT AND REAR
ENTRANCES. STEEL PIPE HANDRAILS TO BE INSTALLED WITHIN NEW CONCRETE PADS.
A.
B.
C.
D.
E.
F.
GENERAL FLOORING NOTES:
EXISTING FURNITURE (BEDS AND DRESSERS) SHALL BE REMOVED BY OWNER PRIOR TO THE START OF
CONSTRUCTION.
FURNISH AND INSTALL NEW VINYL PLANK FLOORING USING HIGH STRENGTH GLUE PER MANUFACTURER
SPECIFICATIONS.
BATH/SHOWER ROOM SCRAPE AND CLEAN CONCRETE SLAB IN PREPARATION FOR NEW VINYL FLOORING.
FURNISH AND INSTALL NEW SHEET VINYL FLOORING AND BASE PER MANUFACTURER SPECIFICATIONS. ALL WALL BASE SHALL BE HEAT WELDED TO PERFORM ONE-PIECE CONTINUOUS FLOORING SYSTEM WITH NO VOIDS.
PREPARE INTERIOR STAIRS WITH NEW VINYL TREAD AND RISER COVERINGS AS SCHEDULED.
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DEMOLITION NOTES:
REMOVE EXISTING EXTERIOR GYPSUM WALL BOARD.
REMOVE EXISTING GYPSUM CEILINGS AND ATTIC ACCESS PANEL.
REMOVE ALL ELECTRICAL DEVICES, LIGHTING, EXIT LIGHTS, FIRE ALARM DEVICES, PULL STATIONS, STROBE LIGHTS, CONDUITS AND WIRING BACK TO EXISTING ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS FOR MORE
INFORMATION.
REMOVE EXISTING PLUMBING FIXTURES INCLUDING SHOWER STALLS, URINALS, TOILETS, TOILET PARTITIONS, SINKS, FAUCETS AND DRAINS, AND GAS HOT WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
REMOVE HEATERS.
REMOVE BATHROOM WALL VENT, EXISTING OPENING TO REMAIN.
REMOVE INTERIOR STAIR RAIL AND POSTS, EXISTING STAIRS TO REMAIN.
REMOVE EXISTING FIRE EXTINGUISHERS AND RETURN TO OWNER.
REMOVE EXISTING PORCH DECKING, EXISTING FLOOR JOISTS TO REMAIN.
REMOVE EXISTING PORCH RAILINGS AND COLUMNS, TEMPORARY SUPPORT PORCH ROOF TO REMAIN.
REMOVE EXISTING INTERIOR DOOR AND ASSOCIATED TRIM.
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CONSTRUCTION NOTES:
FURNISH AND INSTALL NEW WINDOW AND DOOR TRIM ON ALL EXISTING WINDOWS AND DOORS. ALL WORK HAS
TO BE PAINTED. FURNISH AND INSTALL NEW WEATHERSTRIPPING HEAD/JAMB SILL.
INSTALL 5/8" GYPSUM CEILING/WALL BOARD. BATHROOM CEILINGS AND WALL BOARD SHALL BE 5/8" WATER RESISTANT GYPSUM BOARD. STAIRWAY CEILING AND WALLS SHALL BE 1-HOUR FIRE-RATED 5/8" GYPSUM BOARD.
INSTALL R-19 SPRAYED INSULATION IN EXTERIOR WALLS AND R-30 FF IN SECOND FLOOR CEILING. INSTALL
PREFORMED AIR PASSAGE IN SLOPED CEILINGS.
PREP EXISTING WOOD FLOORING AND INSTALL 1/4" PLYWOOD SUB-FLOOR WITH NEW (LVT) PLANK FLOORING.
INSTALL VINYL BASE. REMOVE AND RE-SET DOOR THRESHOLDS.
PREP BATHROOM CONCRETE FLOOR AND INSTALL NEW SHEET VINYL FLOORING.
PREP AND PAINT ALL WALLS AND CEILINGS.
INSTALL NEW STAIR POSTS, RAILINGS AND HANDRAILS TO MEET CODES. INSTALL VINYL STAIR TREADS, RISERS
AND LANDINGS. HAND RAILS SHALL BE HARD WOOD W/ CLEAR FINISH AND METAL BRACKETS.
INSTALL NEW ELECTRICAL WIRING, RECEPTACLES, SWITCHES, ALL WIRING SHALL BE CONCEALED. SEE
ELECTRICAL DRAWINGS FOR MORE INFORMATION.
INSTALL NEW FIRE ALARM CONTROL PANEL WITH NEW SMOKE AND HEAT DEVICES, PULL STATIONS AND
STROBES WITH CONCEALED WIRING. SEE FIRE ALARM DRAWINGS FOR MORE INFORMATION.
INSTALL NEW SPLIT HVAC SYSTEM. SEE HVAC DRAWINGS FOR MORE INFORMATION.
INSTALL NEW PLUMBING FIXTURES AND HOT WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE
INFORMATION.
INSTALL NEW 5/4 INCH COMPOSITE DECKING AND NEW STAIR TREADS.
INSTALL NEW PORCH P.T. POST WITH PVC COVER.
INSTALL NEW PVC PORCH RAIL SYSTEM.
FURNISH AND INSTALL 1-3/8" SOLID CORE BIRCH DOOR WITH CLEAR FINISH AND PAINTED WOOD FRAME.
PROVIDING SLIDING DOOR HARDWARE.
CONSTRUCT NEW WALLS WITH 2X4 WOOD STUDS AT 16" O.C. WITH P.T. SILLS AND 5/8" W.R. GYPSUM BOARD EACH SIDE PAINTED. NEW WALL AT ENTRANCE TO HAVE 1 HOUR FIRE-RATED 5/8" GYPSUM BOARD
FURNISH AND INSTALL 22" X 36" ATTIC INSULATED ACCESS PANEL.
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NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
ABBREVIATIONS,
GENERAL &
CONSTRUCTION NOTES
G1.01 24029A - G1.01 3 23
LEAD COATED
LEAD COATED COPPERLCCFINISH SYSTEM
WP WORK POINTREINFORCEMENTREINF
LIFE SAFETY CODE
EXPANSION JOINT
ELEVATION
ELEVATORELEV
ELEC
EL
EL
EJ
ELECTRIC LSC
LP LOW POINT
WATERPROOF(ING)
WOOD STUD
WELDED WIRE FABRIC
( CONTINUED... )
REQ'D
RES RESILIENT
REQUIRED
WWF
WP'G
WT
WS
WEIGHT
BRG BEARING SQ SQUARE
FF FINISH FLOOR
FE FIRE EXTINGUISHER
MOLDED WOOD FIBERBOARDMWF
GOOSENECK
GYPSUM WALL BOARD
AIR CONDITIONING
INSIDE DIAMETER
GYPSUM WALL BOARD
HOLLOW METAL
HEAVY DUTY
HEATING, VENTILATING,
HORIZONTAL
FACE OF MASONRY
FIBERGLASS
FLUORESCENT
FOUNDATION
FACE OF CONCRETE
FACE OF FINISH
FINISH FLOOR ELEVATION
GLAZED BLOCK
GYPSUM BOARD
GALVANIZED
FIREPROOFING
FACE OF STUD
GLASS BLOCK
GENERAL CONTRACTOR
FIRE RETARDENT
GYPCONV CONVECTOR
INSULATIONINSULDIM DIMENSION
JOINTJT
DWG DRAWING
EXTERIOR INSULATED
DISHWASHER
EACH FACE
EA EACH
EIFS
EF
DW
LAMINATELAM
LBL
LC
LAV
LABEL
LAVATORY
L LENGTH
DOWNSPOUT
DRAIN LEADER
DEMOUNTABLE PARTITION
DR DOOR
DS
DTL DETAIL
DL
DN
D-PART
DOWN
JST JOIST
INV
INT
INVERT
INTERIOR
HIGH POINTHP
D DRYER
DRAIN INLET
DEMOLITION
DIAGONAL
DI
DIAM DIAMETER
DIAG
DBL DOUBLE
DEMO
ID
HTR
HVAC
HT
HEATER
HEIGHT
COORDINATE
CERAMIC TILE
CORRIDOR
CPT CARPET
CT
COORD
CORR
HARDWAREHDWR
HOR
HM
HD
HC HANDICAP
CL CLOSET or CHAIN LINK FR
CNTR COUNTER GC
COMPOSITION
CONTINUOUS
CONSTRUCTION
CONCRETE
CASED OPENING
COMP
CONC
CONST
CONT
COL
CO
COLUMN
GLB
GN
GWB
GLAZ
GL
GALV
GLASS
CONCRETE
MASONRY UNIT
CLR CLEAR
CMU
CLG
CLOS CLOSET
CEILING
GB
GA GAUGE
FUR
FTG FOOTING
FURRING
FLUORCB CEMENT BOARD
CAVITY DRAINAGE
CEILING HEIGHT
CONTROL JOINT
CENTER LINE
CAST IN PLACE
CH
CIP
C
CJ
L
CDM
MATERIAL
FOM
FP
FOS
FNDN
FOC
FOF
BASEMENT
BRICK SHELF
BSMT
CAB CABINET
BS
BRK BRICK
FG
FLASH
FLR
FLASHING
FLOOR
FIN
FFE
FINISH
PLAM PLASTIC LAMINATE
VTS VINYL TRANSITION STRIP
VT VINYL TREAD
PAVEMENTPVMT VINYL WALL BASE
WRITING (WHITE) BOARD
VINYL WALL COVERING
WIRE FABRIC
WATER CLOSET
WIRE GLASS
REMOVE & REPLACER & R
WITHOUTW/O
WITHW/
REMOVE & SALVAGE
RUBBER MAT
RADIUS/RISER
REFRIGERATOR
ROOF DRAINRD
REF
REFURB REFURBISH
R & S
RB
R
WOODWD
WF
WG
WB
WC
REMOVE & DISPOSE
QUARRY TILE
R & D
QT
W WASHER
VWB
VWC
UNLESS NOTED OTHERWISE
VINYL WALL BASE
VINYL COMPOSITION TILE
VERIFY IN FIELD
VENEER PLASTER BASE
VENT STACK
UNIT VENTILATOR
PREFIN PREFINISHED
VCT
SQUARE FOOT
PAPER TOWEL DISPENSER
PRESSURE TREATED
POLYVINYL CHLORIDE
POUNDS PER
PT
PTD
PVC
PTN PARTITION
PSF
VIF
VPB
VS
VEST
VERT
VESTIBULE
VERTICAL
PREMOLDED JOINT FILLER
PAINTPNT
PR
PNTD
PAIR
PAINTED
PLAS
PLWD
PMJF
PLASTIC
PLYWOOD
UV
VB
UNO
UC UNDERCUT
OD OUTSIDE DIAMETER TBD TO BE DETERMINED
TELEPHONE
TO WEATHER
TOILET TISSUE DISPENSER
TUBULAR STEEL
THICK or THICKNESS
TOP OF WALL
TOP OF STEEL
TOP OF PLATE
TOP OF LANDING
TOP OF CURB
THRESHOLD
TOP
OW OPERABLE WALL
PLASTER or PROPERTY LINE
PARTICLE BOARD
PRECAST CONCRETE PLANKPCP
PL
PERIM PERIMETER
PART BD TTD
TW
TYP TYPICAL
TS
TOS
TOW
OPPOSITE HAND
ORIENTED STRAND BOARD
OPPOSITE HAND
OPPHAND
OPP
OSB
OPPOSITE
OH
OPNG OPENING
T'HOLD
TOL
TOC
TEL
THK
TOWEL BAR
TILE BACKER BOARD
STAINLESS STEEL
STRUCTURE or STRUCTURAL SUSPENDED or SUSPENSION
TO BE ABANDONED
SHEET VINYL
STANDARD
NOM NOMINAL SV
NOT TO SCALE
NEWNW
OA
OC
OVERALL
ON CENTER
NTS
NO NUMBER
TREADT
TBB
TB
TBA
WALL PAINT
MULTI-COLOR
NOT IN CONTRACT
NOT APPLICABLE
NIC
NA
MWP
STOR STORAGE
STRUCT
SUSP
SS
STL
STD
STEEL
FLOOR DRAIN
CONTROL PANEL
EPOXY SEALING SYSTEM
EMERGENCY
EPOXY PAINT
ELECTRICAL PANEL
FIRE BLANKET
ELECTRIC WATER COOLER
EXISTING TO REMAIN
ARCH ARCHITECT EXH EXHAUST
BITUM BITUMINOUS
EWC
BOTTOM OF FOOTING
BENCH MARKBM
BOF
BOTT BOTTOM
BLK
BLKG
BLDG
BLOCKING
BUILDING
BLOCK
FD
FB
FACP FIRE ALARM
BRICK COURSE
ABUSE RESISTANT GB
BC
BD BOARD
ASPH
ARGB
ASPHALT
EXP EXPANSION
EXT
EW
EXPT
EACH WAY
EXTERIOR
EXIST
EXIST'G
EXISTING
EXISTING
A/C AIR CONDITIONING EMER
ACOUSTICAL TILE
ABOVE FINISH FLOOR
APPROXIMATE
ALTERNATE
ANCHOR BOLT
ALUM ALUMINUM
ANC BLT
APPROX
ACT
AFF
ALT
EQ EQUAL
EQUIP
ER
EQUIPMENT
EPXY
ENCL
EP
ENCLOSURE
ABBREVIATIONS
RTU ROOF TOP UNITMEDIUM DENSITY OVERLAYMDO
SOLID CORE WOOD
SPECIFICATION
SQUARE FEET
SANITARY NAPKIN VENDOR
SANITARY NAPKIN DISPENSER
SOAP DISPENSER
SHOWER CURTAIN ROD
SECT SECTIONML MATCH LINE
MASONRY OPENING
METAL STUD
MOISTURE RESISTANT GB
METAL TOILET PARTITION
MS
MTL
MTP
MTD
METAL
MOUNTED
MO
MRGB
SND
SPEC
SNV
SIM
SF
SIMILAR
MISCELLANEOUS
MANUFACTURER
MECHANICAL
MIN MINIMUM
MIR
MISC
MIRROR
MFR
MH
MECH
MANHOLE SCH SCHEDULE
SCW
SD
SCR
S SEALANT
RHODE ISLAND STATE
BUILDING CODE
ROUGH OPENING
RIGHT HAND
ROOF LADDER
RUBBER TILE
RISBC
MAS
MAX
MASONRY
MAXIMUM
MARKER BOARD
MEDICINE CABINET
MARBLE TILE
MEDIUM DENSITY
FIBERBOARD
MC
MDF
MB
MBL
RM ROOM
RO
RT
RL
RH
CD CLOTHES DRYER
CW CLOTHES WASHER
OTS OPEN TO STRUCTURE
GRAPHIC SYMBOLS
ROOM NAME
X
AX.X
X
AX.X
X
ROOM NAME
ALIGN
5 AX.X 3AX.X 2
WALL SECTION, DETAIL,
OR EXTERIOR ELEVATION
DETAIL
INTERIOR ELEVATION
WALL TYPE
DOOR NUMBER
SPECIFIC DEMOLITION
NOTE - REFER TO DWGS
D1.0
SPECIFIC CONSTRUCTION
NOTE - REFER TO DWGS
A1.0
DATUM
EXISTING
ROOM NAME
NEW ROOM
NAME & NUMBER
ALIGN SURFACES
CONCRETE
PARTICLE BOARD / MDF
PLYWOOD / MDO
FINISH WOOD
NEW WOOD STUDS /
BLOCKING
EXISTING CONSTRUCTION
TO BE DEMOLISHED
EXISTING CONSTRUCTION
TO REMAIN
100A
X
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
p. (774) 215-0290
CAMP VARNUM
NOTE:
BUILDINGS SHOWN SHADED CONTAIN
WORK THAT SHOULD BE COMPLETED AS
PART OF THIS CONSTRUCTION CONTRACT.
BUILDING
T-18
GUARD
BUILDING
CAMP VARNUM
NARRAGANSETT BAY
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
SITE KEY PLAN
C1.00 24029A - C1.00 4 23
SITE KEY PLAN
SCALE: 1" = 50'-0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
U P
PORCH
BATHROOM
DORMITORY DORMITORY
STAIRS
H.W.
EXIST ELECTRIC PANEL
EXIST FIRE ALARM PANEL
EXIST ELECTRIC HEATER5
REMOVE CONC. PAD
REMOVE CONC. PAD
WITH STEPS
REMOVE CONC. PAD
WITH STEPS
DEMOLITION NOTES:
REMOVE EXISTING EXTERIOR GYPSUM WALL BOARD.
REMOVE EXISTING GYPSUM CEILINGS AND ATTIC ACCESS PANEL.
REMOVE ALL ELECTRICAL DEVICES, LIGHTING, EXIT LIGHTS, FIRE ALARM DEVICES, PULL STATIONS, STROBE LIGHTS, CONDUITS AND WIRING BACK TO EXISTING ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS FOR MORE
INFORMATION.
REMOVE EXISTING PLUMBING FIXTURES INCLUDING SHOWER STALLS, URINALS, TOILETS, TOILET PARTITIONS, SINKS, FAUCETS AND DRAINS, AND GAS HOT WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
REMOVE HEATERS.
REMOVE BATHROOM WALL VENT, EXISTING OPENING TO REMAIN.
REMOVE INTERIOR STAIR RAIL AND POSTS, EXISTING STAIRS TO REMAIN.
REMOVE EXISTING FIRE EXTINGUISHERS AND RETURN TO OWNER.
REMOVE EXISTING PORCH DECKING, EXISTING FLOOR JOISTS TO REMAIN.
REMOVE EXISTING PORCH RAILINGS AND COLUMNS, TEMPORARY SUPPORT PORCH ROOF TO REMAIN.
REMOVE EXISTING INTERIOR DOOR AND ASSOCIATED TRIM.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
FIRST FLOOR PLAN
- DEMOLITION
D1.00 24029A - D1.00 5 23
PROJECT
NORTH
D1.00
FIRST FLOOR PLAN - DEMOLITION
SCALE: 1/2" = 1' - 0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
STAIRS
ROOF BELOW
STAIRS
ROOF BELOW
D N
EXIST HEATER5
7 7
DEMOLITION NOTES:
REMOVE EXISTING EXTERIOR GYPSUM WALL BOARD.
REMOVE EXISTING GYPSUM CEILINGS AND ATTIC ACCESS PANEL.
REMOVE ALL ELECTRICAL DEVICES, LIGHTING, EXIT LIGHTS, FIRE ALARM DEVICES, PULL STATIONS, STROBE LIGHTS, CONDUITS AND WIRING BACK TO EXISTING ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS FOR MORE
INFORMATION.
REMOVE EXISTING PLUMBING FIXTURES INCLUDING SHOWER STALLS, URINALS, TOILETS, TOILET PARTITIONS, SINKS, FAUCETS AND DRAINS, AND GAS HOT WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE INFORMATION.
REMOVE HEATERS.
REMOVE BATHROOM WALL VENT, EXISTING OPENING TO REMAIN.
REMOVE INTERIOR STAIR RAIL AND POSTS, EXISTING STAIRS TO REMAIN.
REMOVE EXISTING FIRE EXTINGUISHERS AND RETURN TO OWNER.
REMOVE EXISTING PORCH DECKING, EXISTING FLOOR JOISTS TO REMAIN.
REMOVE EXISTING PORCH RAILINGS AND COLUMNS, TEMPORARY SUPPORT PORCH ROOF TO REMAIN.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
SECOND FLOOR PLAN
- DEMOLITION
D1.01 24029A - D1.01 6 23
PROJECT
NORTH
D1.01
SECOND FLOOR PLAN - DEMOLITION
SCALE: 1/2" = 1' - 0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
DORMITORY DORMITORY
STAIRS
BATHROOM
PORCH
A1.03
'-8
/2
± 8'-9 3/4" ± 40'-4"
'-0
± 21'-0"
'-0
A1.03
A1.03 SIM
D N
DORMITORY DORMITORY
STAIRS
ROOF BELOW
ROOF BELOW
STAIRS
'-2
± 40'-4"
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
FIRST & SECOND
FLOOR PLANS
A1.00 24029A - A1.00 7 23
PROJECT
NORTH
A1.00
FIRST FLOOR PLAN
SCALE: 1/4" = 1' - 0"
A1.00
SECOND FLOOR PLAN
SCALE: 1/4" = 1' - 0"
7'-6"
8'-0"
8'-10-1/2"
7'-6"
8'-10-1/2"
8'-0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
p. (774) 215-0290
CAMP VARNUM
CH
CH
CH CH
CH CH
DORMITORY DORMITORY
STAIRS
NEW LVT PLANK
FLOORING TO BE INSTALLED
NEW LVT PLANK
FLOORING TO BE INSTALLED
NEW VINYL TRANSITION
STRIP TO BE INSTALLED
BATHROOM
PORCH
1 111
1 1
B
6 6
6 6
2 6
7 7
H
J
ELEC.
H.W.
P1
P1
P6
EXIST COLUMN
2' -1
1" 2'
-8
FURNISH & INSTALL
6'-6" X 6'-6" X 6"
CONCRETE ON 12"
GRAVELED STONE,
SEE DWG M1.01 FOR
MORE INFO.
CONCRETE SPLASH
BLOCKS
INSTALL NEW
EXHAUST VENT,
SEE DWG M1.01
FOR MORE INFO.
A2.01 2
A2.01
A2.01
A2.01
P3
P2
7'-6" 7'-6"
8'-0"
9'-0"
2'-6" 5'-3"
TOILET PAPER
HOLDER
2' -1
1"
A2.01
7'-3 1/4"
2'-9"2'-9"
P2
P4 P4
CH CH
CH
CH
PANIC TO BE ADDED
TO REAR DOOR
A2.01
FE
CONSTRUCTION NOTES:
FURNISH AND INSTALL NEW WINDOW AND DOOR TRIM ON ALL EXISTING WINDOWS AND DOORS. ALL WORK HAS
TO BE PAINTED. FURNISH AND INSTALL NEW WEATHERSTRIPPING HEAD/JAMB SILL.
INSTALL 5/8" GYPSUM CEILING/WALL BOARD. BATHROOM CEILINGS AND WALL BOARD SHALL BE 5/8" WATER RESISTANT GYPSUM BOARD. STAIRWAY CEILING AND WALLS SHALL BE 1-HOUR FIRE-RATED 5/8" GYPSUM BOARD.
INSTALL R-19 SPRAYED INSULATION IN EXTERIOR WALLS AND R-30 FF IN SECOND FLOOR CEILING. INSTALL
PREFORMED AIR PASSAGE IN SLOPED CEILINGS.
PREP EXISTING WOOD FLOORING AND INSTALL 1/4" PLYWOOD SUB-FLOOR WITH NEW (LVT) PLANK FLOORING.
INSTALL VINYL BASE. REMOVE AND RE-SET DOOR THRESHOLDS.
PREP BATHROOM CONCRETE FLOOR AND INSTALL NEW SHEET VINYL FLOORING.
1.
2.
3.
4.
5.
PREP AND PAINT ALL WALLS AND CEILINGS.
INSTALL NEW STAIR POSTS, RAILINGS AND HANDRAILS TO MEET CODES. INSTALL VINYL STAIR TREADS, RISERS
AND LANDINGS. HAND RAILS SHALL BE HARD WOOD W/ CLEAR FINISH AND METAL BRACKETS.
INSTALL NEW ELECTRICAL WIRING, RECEPTACLES, SWITCHES, ALL WIRING SHALL BE CONCEALED. SEE
ELECTRICAL DRAWINGS FOR MORE INFORMATION.
INSTALL NEW FIRE ALARM CONTROL PANEL WITH NEW SMOKE AND HEAT DEVICES, PULL STATIONS AND
STROBES WITH CONCEALED WIRING. SEE FIRE ALARM DRAWINGS FOR MORE INFORMATION.
INSTALL NEW SPLIT HVAC SYSTEM. SEE HVAC DRAWINGS FOR MORE INFORMATION.
INSTALL NEW PLUMBING FIXTURES AND HOT WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE
INFORMATION.
INSTALL NEW 5/4 INCH COMPOSITE DECKING AND NEW STAIR TREADS.
INSTALL NEW PORCH P.T. POST WITH PVC COVER.
INSTALL NEW PVC PORCH RAIL SYSTEM.
FURNISH AND INSTALL 1-3/8" SOLID CORE BIRCH DOOR WITH CLEAR FINISH AND PAINTED WOOD FRAME.
PROVIDING SLIDING DOOR HARDWARE.
CONSTRUCT NEW WALLS WITH 2X4 WOOD STUDS AT 16" O.C. WITH P.T. SILLS AND 5/8" W.R. GYPSUM BOARD EACH SIDE PAINTED. NEW WALL AT ENTRANCE TO HAVE 1 HOUR FIRE-RATED 5/8" GYPSUM BOARD
FURNISH AND INSTALL 22" X 36" ATTIC INSULATED ACCESS PANEL.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
ENLARGED FIRST
FLOOR PLAN
A1.01 24029A - A1.01 8 23
PROJECT
NORTH
A1.01
ENLARGED FIRST FLOOR PLAN
SCALE: 1/2" = 1' - 0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
STAIRS
ROOF BELOW
STAIRS
ROOF BELOW
D N
NEW LVT PLANK
FLOORING TO BE INSTALLED
32 6
B
2 3 6
2 6
NEW LVT PLANK
FLOORING TO BE INSTALLED
1 1
11111
B
A2.01
8'-10-1/2"
8'-10-1/2"
CH
CH
FE
A2.01
CONSTRUCTION NOTES:
FURNISH AND INSTALL NEW WINDOW AND DOOR TRIM ON ALL EXISTING WINDOWS AND DOORS. ALL WORK HAS
TO BE PAINTED. FURNISH AND INSTALL NEW WEATHERSTRIPPING HEAD/JAMB SILL.
INSTALL 5/8" GYPSUM CEILING/WALL BOARD. BATHROOM CEILINGS AND WALL BOARD SHALL BE 5/8" WATER RESISTANT GYPSUM BOARD. STAIRWAY CEILING AND WALLS SHALL BE 1-HOUR FIRE-RATED 5/8" GYPSUM BOARD.
INSTALL R-19 SPRAYED INSULATION IN EXTERIOR WALLS AND R-30 FF IN SECOND FLOOR CEILING. INSTALL
PREFORMED AIR PASSAGE IN SLOPED CEILINGS.
PREP EXISTING WOOD FLOORING AND INSTALL 1/4" PLYWOOD SUB-FLOOR WITH NEW (LVT) PLANK FLOORING.
INSTALL VINYL BASE. REMOVE AND RE-SET DOOR THRESHOLDS.
PREP BATHROOM CONCRETE FLOOR AND INSTALL NEW SHEET VINYL FLOORING.
PREP AND PAINT ALL WALLS AND CEILINGS.
INSTALL NEW STAIR POSTS, RAILINGS AND HANDRAILS TO MEET CODES. INSTALL VINYL STAIR TREADS, RISERS
AND LANDINGS. HAND RAILS SHALL BE HARD WOOD W/ CLEAR FINISH AND METAL BRACKETS.
INSTALL NEW ELECTRICAL WIRING, RECEPTACLES, SWITCHES, ALL WIRING SHALL BE CONCEALED. SEE
ELECTRICAL DRAWINGS FOR MORE INFORMATION.
INSTALL NEW FIRE ALARM CONTROL PANEL WITH NEW SMOKE AND HEAT DEVICES, PULL STATIONS AND
STROBES WITH CONCEALED WIRING. SEE FIRE ALARM DRAWINGS FOR MORE INFORMATION.
1.
2.
3.
4.
5.
6.
7.
8.
9.
STROBES WITH CONCEALED WIRING. SEE FIRE ALARM DRAWINGS FOR MORE INFORMATION.
INSTALL NEW SPLIT HVAC SYSTEM. SEE HVAC DRAWINGS FOR MORE INFORMATION.
INSTALL NEW PLUMBING FIXTURES AND HOT WATER HEATER. SEE PLUMBING DRAWINGS FOR MORE
INFORMATION.
INSTALL NEW 5/4 INCH COMPOSITE DECKING AND NEW STAIR TREADS.
INSTALL NEW PORCH P.T. POST WITH PVC COVER.
INSTALL NEW PVC PORCH RAIL SYSTEM.
FURNISH AND INSTALL 1-3/8" SOLID CORE BIRCH DOOR WITH CLEAR FINISH AND PAINTED WOOD FRAME.
PROVIDING SLIDING DOOR HARDWARE.
CONSTRUCT NEW WALLS WITH 2X4 WOOD STUDS AT 16" O.C. WITH P.T. SILLS AND 5/8" W.R. GYPSUM BOARD EACH SIDE PAINTED. NEW WALL AT ENTRANCE TO HAVE 1 HOUR FIRE-RATED 5/8" GYPSUM BOARD
FURNISH AND INSTALL 22" X 36" ATTIC INSULATED ACCESS PANEL.
10.
11.
12.
13.
14.
15.
16.
17.
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
ENLARGED SECOND
FLOOR PLAN
A1.02 24029A - A1.02 9 23
PROJECT
NORTH
A1.03
ENLARGED SECOND FLOOR PLAN
SCALE: 1/2" = 1' - 0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
4 X 4 WD POST
4 1/4 X PVC 4 1/4
COVERING OVER
WD POST
PVC BASE AROUND POST
ABOVE COMPOSITE FLOORING
5/4" COMPOSITE FLOORING
BELOW PVC BASE & POST
C
B
B
A
B
EXISTING 12 X 12
CONCRETE PIER
5/4" COMPOSITE DECKING
1 X 8 PVC FASCIA
EXIST P.T. RIBBON
BOARD
1 1/4" PVC BALOSTERS
5" O.C.
PVC POST & COLUMN COVER 4
1/4" X 4 1/4" T.O.C. 38" ABOVE
DECK OR 7'-0" UP TO PORCH
COVERING
E
C
D
EXISTING FLOOR FRAMING
8'
-9
/4
± 16'-8 1/2"
± 4'-0 1/8" ± 4'-0 1/8"± 4'-0 1/8"± 4'-0 1/8"
4'
-2
4'
-2
2'
-4
/4
3'
-8
/4
2'
-3
A2.00
A1.03
A1.03
A2.00
A2.00
A2.00
PORCH
BB
B
B
B
C
E
E
E
F
A1.03
SIM
A2.00
± 2'-2 1/2"
G
G
H
GENERAL NOTES - EXTERIOR PORCH & CONCRETE PADS:
FURNISH AND INSTALL NEW 4" X 4" PRESSURE TREATED POSTS.
FURNISH AND INSTALL PRESSURE TREATED 2" X 8" RIBBON BOARD ATTACHED TO WOOD BLOCKING ABOVE 12" X 12" CONCRETE PIER WITH 3-1/2" GALVANIZED BOLTS WITH WASHERS, COUNTERSINK BOLTS FLUSH. EXTEND POST 34 INCHES ABOVE FINISH DECK. INSTALL PVC POST COVER, CAP & BASE ALONG WITH PVC POST/COLUMN COVERINGS.
FURNISH AND INSTALL 5/4" COMPOSITE DECK PLANK WITH SS CONCEALED CLIP ANCHORS AND #7 SS SCREWS.
FURNISH AND INSTALL 1" X 8" PVC FASCIA TRIM BOARD.
FURNISH AND INSTALL TOP AND BOTTOM GUARD/RAILING SYSTEM WITH PVC BALUSTERS.
FURNISH AND INSTALL NEW 2" X 8" PRESSURE TREATED STAIR STRINGERS (4 PER STAIR) AND 5/4" COMPOSITE
DECK TREADS.
FURNISH AND INSTALL CONCRETE FILLED SONO TUBE FOUNDATION AT STAIR POSTS, EXTEND CONCRETE 42"
BELOW FINISH GRADE.
FURNISH AND INSTALL 8" THICK CONCRETE PAD ON COMPACTED STONE.
FURNISH AND INSTALL NEW CONCRETE PAD WITH STEPS ON COMPACTED STONE AT BOTH THE FRONT AND REAR
ENTRANCES. STEEL PIPE HANDRAILS TO BE INSTALLED WITHIN NEW CONCRETE PADS.
A.
B.
C.
D.
E.
F.
G.
H.
J.
A1.03
5' -0
6'-0" 3'
-0
1'-
1'-
5'-0"
NEW 1 1/2"
DIAMETER STL
PIPE HANDRAIL
J
NEW CONCRETE PAD
WITH STEPS TO BE
INSTALLED AT FRONT
AND REAR ENTRANCES
J NEW CONCRETE PAD
WITH STEPS TO BE
INSTALLED AT FRONT
AND REAR ENTRANCES
EDGE OF EXTERIOR
WALL
EXIST GRADE OR
CONCRETE WALKWAY
J
TOP OF PAD TO BE
LEVEL WITH FINISHED
FLOOR
1'-0"
7"
1'- 9"
2' -1
HA
ND
R A
IL
H G
HT
EQUAL EQUAL
1'-0"6"
NEW 1 1/2" DIAMETER
STL PIPE HANDRAIL
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
FIRST FLOOR
PORCH PLANS
& DETAILS
A1.03 24029A - A1.03 10 23
A1.03
PORCH/DECK PLAN
SCALE: 3/4" = 1' - 0"
A1.03
RAILING PLAN DETAIL
SCALE: 3" = 1' - 0"
A1.03
PORCH TO RAILING DETAIL
SCALE: 3" = 1' - 0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
p. (774) 215-0290
CAMP VARNUM
A1.03
FRONT & REAR ENTRANCE CONCRETE PAD - TYP.
SCALE: 3/4" = 1' - 0"
A1.03
FRONT & REAR ENTRANCE
CONCRETE PAD SECTION - TYP.
SCALE: 3/4" = 1' - 0"
EXIST 12 X 12
CONCRETE PIER
EXIST 12 X 12
CONCRETE PIER
6 X 6 POST CAP
4 X 4 WD POST
W/ 4 1/4" PVC
COVER AROUND
5/4" COMPOSITE DECKING
1 1/4 X 1 1/4 SQUARE
PVC BALUSTER
AT 5" O.C.
4 X 4 WD COLUMN
W/ 4 1/4" PVC
COVER AROUND
4 X 4 WD COLUMN
W/ 4 1/4" PVC
COVER AROUND
1 X 8 PVC FASCIA
EXISTING GRADE
1 X 8 PVC FASCIA
SOLID PVC RISER
WD BLOCKINGWD BLOCKING
B
B
B
B
D D
C
E
3' -6
R
A
IL
IN
G
H
EI
G
HT
R
EQ
UI
R
ED
G
H EXIST 12 X 12
CONCRETE PIER
EXIST 12 X 12
CONCRETE PIER
EXIST 12 X 12
CONCRETE PIER
6 X 6 POST CAP
4 X 4 WD POST
W/ 4 1/4" PVC
COVER AROUND
5/4" COMPOSITE DECKING
1 1/4 X 1 1/4 SQUARE
PVC BALUSTER
AT 5" O.C.
4 X 4 WD COLUMN
W/ 4 1/4" PVC
COVER AROUND
4 X 4 WD COLUMN
W/ 4 1/4" PVC
COVER AROUND
2 X 8 STRINGER
1 X 8 PVC FASCIA
SOLID PVC RISER
WD BLOCKING
B E
B B
B
B
D
C
F
A2.00
3' -6
R
A
IL
IN
G
H
EI
G
HT
R
EQ
UI
R
ED
1 1/2" ALUMINIUM
HANDRAIL BY
CUSTOM RAILINGS
OR EQUIVALENTE
G
H
EXIST 12 X 12
CONCRETE PIER
EXIST 12 X 12
CONCRETE PIER
6 X 6 POST CAP
4 X 4 WD POST
W/ 4 1/4" PVC
COVER AROUND
1 1/4 X 1 1/4 SQUARE
PVC BALUSTER
AT 5" O.C.
5/4" COMPOSITE DECKING
4 X 4 WD COLUMN
W/ 4 1/4" PVC
COVER AROUND
4 X 4 WD COLUMN W/ 4 1/4"
PVC COVER AROUND
1 X 8 PVC FASCIA
EXISTING GRADE
WD BLOCKINGWD BLOCKING
B
D
C
E B
B B
3' -6
R
A
IL
IN
G
H
EI
G
HT
R
EQ
UI
R
ED
EXIST 12 X 12
CONCRETE PIER
EXIST 12 X 12
CONCRETE PIER
EXISTING GRADE
4 X 4 WD POST
W/ 4 1/4" PVC
COVER AROUND
(BEYOND)
1 1/4 X 1 1/4 SQUARE
PVC BALUSTER
AT 5" O.C. (BEYOND)
5/4" COMPOSITE DECKING
4 X 4 WD COLUMN W/ 4 1/4" PVC
COVER AROUND (BEYOND)
4 X 4 WD COLUMN W/ 4 1/4" PVC
COVER AROUND (BEYOND)
6 X 6 POST CAP
(BEYOND)
A1.03
B
B
B
B
C
E
3' -6
R
A
IL
IN
G
H
EI
G
HT
R
EQ
UI
R
ED
GENERAL NOTES - EXTERIOR PORCH & CONCRETE PADS:
FURNISH AND INSTALL NEW 4" X 4" PRESSURE TREATED POSTS.
FURNISH AND INSTALL PRESSURE TREATED 2" X 8" RIBBON BOARD ATTACHED TO WOOD BLOCKING ABOVE 12" X 12" CONCRETE PIER WITH 3-1/2" GALVANIZED BOLTS WITH WASHERS, COUNTERSINK BOLTS FLUSH. EXTEND POST 34 INCHES ABOVE FINISH DECK. INSTALL PVC POST COVER, CAP & BASE ALONG WITH PVC POST/COLUMN COVERINGS.
FURNISH AND INSTALL 5/4" COMPOSITE DECK PLANK WITH SS CONCEALED CLIP ANCHORS AND #7 SS SCREWS.
FURNISH AND INSTALL 1" X 8" PVC FASCIA TRIM BOARD.
FURNISH AND INSTALL TOP AND BOTTOM GUARD/RAILING SYSTEM WITH PVC BALUSTERS.
FURNISH AND INSTALL NEW 2" X 8" PRESSURE TREATED STAIR STRINGERS (4 PER STAIR) AND 5/4" COMPOSITE
DECK TREADS.
FURNISH AND INSTALL CONCRETE FILLED SONO TUBE FOUNDATION AT STAIR POSTS, EXTEND CONCRETE 42"
BELOW FINISH GRADE.
FURNISH AND INSTALL 8" THICK CONCRETE PAD ON COMPACTED STONE.
FURNISH AND INSTALL NEW CONCRETE PAD WITH STEPS ON COMPACTED STONE AT BOTH THE FRONT AND REAR
ENTRANCES. STEEL PIPE HANDRAILS TO BE INSTALLED WITHIN NEW CONCRETE PADS.
A.
B.
C.
D.
E.
F.
G.
H.
J.
1 1/2" ALUMINIUM
HANDRAIL BY
CUSTOM RAILINGS
OR EQUIVALENTE
3'
-0
ALUMINIUM
HANDRAIL WALL
BRACKET
4 X 4 WD POST
W/ 4 1/4" PVC
COVER AROUND
B
2 X 8 STRINGER
SOLID PVC RISER
1 1/4 X 1 1/4 SQUARE
PVC BALUSTER
AT 5" O.C.
G
H
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
FIRST FLOOR
PORCH SECTION
& ELEVATIONS
A2.00 24029A - A2.00 11 23
A2.00
EXTERIOR DECK WEST ELEVATION
SCALE: 3/4" = 1' - 0"
A2.00
EXTERIOR DECK NORTH ELEVATION
SCALE: 3/4" = 1' - 0"
A2.00
EXTERIOR DECK EAST ELEVATION
SCALE: 3/4" = 1' - 0"
A2.00
EXTERIOR DECK SECTION
SCALE: 3/4" = 1' - 0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATIONS
GENERAL NOTES
1. EXISTING CONDITIONS WERE OBTAINED FROM DRAWINGS AND
DATA PROVIDED BY THE OWNER AND A/E FIELD SURVEY. NO
WARRANTY OF ACTUAL CONDITIONS IS INTENDED BY ARCHITECT
OR OWNER. CONTRACTOR TO VERIFY AND COORDINATE ALL
EXISTING CONDITIONS WITH NEW WORK PRIOR TO BID, START OF
CONSTRUCTION OR ANY FABRICATION.
2. CONTRACTOR SHALL VISIT SITE, PRIOR TO BID, AND
CAREFULLY INVESTIGATE AND EXAMINE THE AREA OF WORK SO
AS TO SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF
THE WORK. CONTRACTOR TO NOTE THE CHARACTER, QUALITY,
QUANTITIES OF MATERIALS REQUIRED AND DIFFICULTIES TO BE
ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND
FACILITIES NEEDED FOR PERFORMANCE OF THE WORK AND
OTHER ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR
CONTRACTOR'S PERFORMANCE.
3. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY.
4. NO EXITS SHALL BE CLOSED WITHOUT THE WRITTEN
PERMISSION OF THE OWNER AND LOCAL AUTHORITIES HAVING
JURISDICTION.
5. THE BUILDINGS WILL NOT BE OCCUPIED DURING ALL OF THE
CONSTRUCTION PROCESS.
BUILDING T-18
INTERIOR & EXTERIOR
400 Massasoit Avenue, Suite 300, Second Floor
East Providence, Rhode Island
p. (401) 331-9200 rowse@rowsearchitects.com
2 Hampshire Street, Suite 106, First Floor
Foxboro, Massachusetts
p. (774) 215-0290
CAMP VARNUM
A2.00
EXTERIOR DECK SECTION AT STAIRS
SOLID SURFACE
COUNTERTOP AND
BACKSPLASH
PROVIDE PIPE
INSULATION AT ALL
EXPOSED
PLUMBING, TYP
WALL BRACKETS,
TYP
P2
P1
BATHROOM STALL
AS SCHED
RELOCATE EXISTING
WALL HEATER TO NEW
LOCATION AS SCHED
REFER TO DWG M1.01
GB, PNTD
GB, PNTD
A2.01
FINISH FLOOR
8' -0
MIRROR
36" X 54"
4" COVE BASE W/ FLOOR
SYSTEM
P2
A2.01
P2
NEW WALL
CONSTRUCTION AS
SCHED
BOTTOM OF
MIRROR TO BE
NO MORE THAN
40" AFF
3' -0
SOAP DISPENSER
PAPER TOWEL
DISPENSER
GB, PNTD
NEW WALL HUNG
URINAL W/
FLUSH VALVE
AS SCHED
P4
8' -0
" P3
FINISH FLOOR
4" COVE BASE W/ FLOOR
SYSTEM
SHOWER ROD
W/ CURTAIN, TYP
NEW SHOWER ENCLOSURE
& VALVE SYSTEM AS
SCHED REFER TO PLMG
DWGS FOR MORE INFO.
NEW ADA SHOWER
ENCLOSURE & VALVE
SYSTEM AS SCHED REFER
TO PLMG DWGS FOR
MORE INFO.
SHOWER ROD
W/ CURTAIN, TYP
P1
P4
2'-1"
SOLID SURFACE COUNTERTOP AND
BACKSPLASH ON 3/4" PLYWD/FRAMING;
PROVIDE 1/4" CHAMFER AT ALL OUTSIDE
CORNERS
4" 3'
-0
7"
8"
MIN CLR
6"
MIN CLR
9" M
IN
C
LR
A
FF
INTEGRAL SINK-REFER
TO PLUMB DWGS
SOLID SURFACE
APRON ON 3/4"
PLYWD/FRAMING
FINISH FLOOR
4" COVE BASE
PROVIDE 2X
BLOCKING AS
REQUIRED
INSULATE ALL
EXPOSED PLUMBING
2" WD RAILING
3'-2" ABOVE
STAIR TREADS
1 1/4" WD BALUSTERS
5 1/2" O.C.
EXIST
STRINGERS
VINYL RISERS
VINYL TREADS
VINYL TILE AT
LANDING
4 X 4 WD POST
W/ CAP 3'-6"
ABOVE LANDING
FINISH FLOOR
4 X 4 WD POST
W/ CAP 3'-6"
ABOVE LANDING
1 1/2" WD HAND RAIL
2'-10" ABOVE STAIR
TREADS; BOTH SIDES
2' -1
HA
ND
R A
IL
H
EI
G
HT
2'-1"
SOLID SURFACE COUNTERTOP AND
BACKSPLASH ON 3/4" PLYWD/FRAMING;
PROVIDE 1/4" CHAMFER AT ALL OUTSIDE
CORNERS
4" 2'
-9
5"
8"
MIN CLR
6"
MIN CLR
9" M
IN
C
LR
A
FF
INTEGRAL SINK-REFER
TO PLUMB DWGS
SOLID SURFACE
APRON ON 3/4"
PLYWD/FRAMING
FINISH FLOOR
4" COVE BASE
2' -4
K
NE
E C
LE
A R
A
NC
E
PROVIDE 2X
BLOCKING AS
REQUIRED
INSULATE ALL
EXPOSED PLUMBING
PROVIDE FINISHED RETURN
AT H/C COUNTER
1 1/2" WD HAND RAIL
2'-10" ABOVE STAIR
TREADS; BOTH SIDES
FINISH FLOOR
EXIST
STRINGERS
VINYL RISERS
VINYL TREADS
2' -1
HA
ND
R A
IL
H
EI
G
HT
2' -1
HA
ND
R A
IL
H
EI
G
HT
1'-0"
1'-0"
11"
7"
NOVEMBER 17, 2025
CAB EAR
2/12/2026 LIFE SAFETY CODE REVIEW
INTERIOR SECTIONS,
DETAILS
& ELEVATIONS
A2.01 24029A - A2.01 12 23
A2.01
INTERIOR ELEVATION AT RESTROOM #1
SCALE: 3/4" = 1' - 0"
A2.01
INTERIOR ELEVATION AT RESTROOM #2
SCALE: 3/4" = 1' - 0"
A2.01
MILLWORK DETAIL AT BATHROOM VANITY
SCALE: 1 1/2" = 1' - 0"
A2.01
SECTION AT INTERIOR STAIRS
SCALE: 3/4" = 1' - 0"
Date:
Drawn by: Proj. Mgr.:
Revisions No. Date Description of
OWNERSHIP AND USE OF DOCUMENTS, DRAWINGS AND
SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE,
AND SHALL REMAIN, THE PROPERTY OF THE ARCHITECT. THESE
DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY
OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES THAN
THOSE PROPERLY AUTHORIZED BY CONTRACT WITHOUT THE
EXPRESS AUTHORIZATION OF THE ARCHITECT.
RI Army National Guard
Owner:
RI Army National Guard
100 Cormorant Rd, Narragansett, RI 02882
RENOVATI…
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