NETA Noho - Issued for Construction 04.28.14352 TURNPIKE ROAD
SOUTHBOROUGH, MA 01772
TEL: (508) 4809900
270 EXCHANGE STREET
CHICOPEE, MA 01013
225 CHAPMAN STREET
PROVIDENCE, RI 02905
TEL: (401) 4617771
FAX: (401) 4617772
BOHLER ENGINEERING
GRETNA GREEN DEVELOPMENT CORP.BUILDING
OWNER
ARCHITECT VISION 3 ARCHITECTS
CIVIL
ENGINEER
45 ORCHARD ROAD
SWAMPSCOTT, MA 01907
727 WASHINGTON STREET
SOUTH ATTLEBORO, MA 02703
TEL: (508) 3996776
50 OFFICE PARKWAY
EAST PROVIDENCE, RI 02914
TEL: (401) 438 7733
FAX: (401) 438 7620
NEW ENGLAND TREATMENT ACCESS
NADEAU CORPORATION
CREATIVE ENVIRONMENT CORP.MEP/FP
ENGINEER
CONSTRUCTION
MANAGER
TENANT
238 ROBINSON STREET
WAKEFIELD, RI 02879
TEL: (401) 284 4171
O'NEILL STRUCTURAL CONSULTINGSTRUCTURAL
ENGINEER
C:\Projects\14023a_196.rvt4/29/2014 6:48:06 AMISSUED FOR CONSTRUCTION
04.28.14
NEW ENGLAND TREATMENT
ACCESS DISPENSARY
118 CONZ STREET
NORTHAMPTON, MA, 01060
NEW ENGLAND TREATMENT ACCESS DISPENSARY
04.28.14
14023a
ISSUED FOR CONSTRUCTION
DRAWING LIST
COVER SHEET
CS COVER SHEET
CIVIL
C1.1 SITE PLAN
C1.2 CONSTRUCTION DETAIL SHEET
ARCHITECTURAL
A0.1 GENERAL NOTES AND WALL TYPES
A0.2 CODE ANALYSIS
A0.3 DEMOLITION FLOOR PLAN
A1.1 FLOOR PLAN
A2.1 REFLECTED CEILING PLAN
A4.1 FLOOR FINISH PLAN
A7.1 SCHEDULES
A8.1 INTERIOR ELEVATIONS
A8.2 INTERIOR ELEVATIONS & DETAILS
A8.3 INTERIOR ELEVATIONS & DETAILS
A8.4 MILLWORK DETAILS
PLUMBING
P0.0 LEGEND, NOTES, ABBREVIATIONS, DETAILS
PD1.1 PLUMBING DEMOLITION PLAN
P1.1 PLUMBING FLOOR PLAN
P2.0 PLUMBING SPECIFICATION
MECHANICAL
MD1.1 MECHANICAL DEMOLITION PLAN
M1.1 MECHANICAL FLOOR PLAN
M2.0 MECHANICAL DETAILS
M3.0 MECHANICAL SPECIFICATIONS
ELECTRICAL
E0.0 ELECTRICAL SYMBOLS & DETAILS
ED1.0 ELECTRICAL DEMOLITION PLAN
E1.0 LIGHTING PLAN
E2.0 ELECTRICAL POWER & SYSTEMS PLAN
E3.1 FIRE ALARM PLAN
E4.0 ELECTRICAL POWER & SYSTEMS ELEVATIONS
E5.0 ELECTRICAL DETAILS
E6.0 ELECTRICAL SPECIFICATIONS
GOVERNMENT AGENCIES
PLANNING & SUSTAINABILITY
DEPARTMENT:
FIRE MARSHAL:
BUILDING DEPARTMENT:
26 CARLON DRIVE
NORTHAMPTON, MA 01060
TEL: (413) 5871039
PUCHALSKI MUNICIPAL BUILDING
212 MAIN STREET
NORTHAMPTON, MA 01060
TEL: (413) 5871240
210 MAIN STREET, ROOM 11
NORTHAMPTON, MA 01060
TEL: (413) 5871265
ABBREVIATIONS
A.F.F.ABOVE FINISH FLOOR
A.C.T.ACOUSTICAL CEILING TILE
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.T.R.EXISTING TO REMAIN
E.W.C.ELECTRIC WATER COOLER
EXI.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.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.T.INSTALLED BY TENANT
INSUL INSULATION
J.C.JANITOR CLOSET
JT JOINT
L.P.LOW POINT
MECH MECHANICAL
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
PREFIN PREFINISHED
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
T & G TOUNGUE AND GROOVE
TYP TYPICAL
U.N.O.UNLESS NOTED OTHERWISE
W.C.WATER CLOSET
W.R.WATER RESISTANT
(1) LAYER OF 5/8" GYP. BD.
ON EACH SIDE
3 5/8" 25 GA. STEEL STUDS @
16" O.C.
NOTE:
EXTEND ENTIRE ASSEMBLY TO UNDERSIDE OF
EXISTING GYP. BD. THAT IS FASTENED TO
UNDERSIDE OF EXISTING WOOD ROOF JOISTS.4 7/8"NONRATED WALLA
NONRATED WALLB
NONRATED WALLA1
NONRATED WALLA2
NOTE: SIMILAR TO WALL TYPE 'A' EXCEPT
EXTEND ASSEMBLY TO 6" ABOVE CEILING
NOTE: SIMILAR TO WALL TYPE 'A' EXCEPT
EXTEND ASSEMBLY TO 7'0" A.F.F.
SECURE STORAGE ROOM SIDE
(1) LAYER OF 5/8"
IMPACT RESISTANT
GYP. BD. ON EACH
SIDE
3 5/8" 25 GA. STEEL
STUDS @ 16" O.C.
SECURITY MESH SCREENING
ON ONE SIDE OF METAL STUDS;
BY 'AMICO,' ASM.7513F MEDIUM
SECURITY SCREEN.
NOTE:
EXTEND ENTIRE ASSEMBLY TO
UNDERSIDE OF EXISTING STRUCTURAL
DECK. PROVIDE 'AMICO' SECURITY CLIPS
TO FASTEN MESH SCREENING TO STL.
STUDS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
NONRATED SECURE WALLC
NONRATED SECURE WALLC1NOTE: SIMILAR TO WALL TYPE 'C' EXCEPT (1) LAYER OF
5/8" IMPACT RESISTANT GYP. BD. ON SECURE STORAGE
ROOM SIDE ONLY
(1) LAYER OF 5/8" GYP. BD. ON
(1) SIDE
3 5/8" 25 GA. STEEL STUDS @
16" O.C.
NOTE:
EXTEND STUDS TO UNDERSIDE OF
DECK/STRUCTURE AND GYP. BD. TO 6" ABOVE
CEILING.
NONRATED WALLB1
NOTE: SIMILAR TO WALL TYPE 'B' EXCEPT
EXTEND ASSEMBLY 6" ABOVE FINISH CEILING
& PROVIDE R13 THERMAL BATT INSULATION
WITHIN WALL CAVITY.
GENERAL NOTES
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 ONSITE AT ALL TIMES WHEN WORK
OF THIS CONTRACT IS BEING PERFORMED. ALL CONSTRUCTION SETS SHALL REFLECT SAME
INFORMATION.
9. SCHEDULE ALL WORK OUTSIDE OF THE "LIMIT OF WORK" LINE(S) WITH THE BUILDING OWNER. THE
EXISTING FIRE PROTECTION SYSTEMS (FIRE ALARM, ETC.) MUST BE MAINTAINED INTACT AND OPERABLE
AT ALL TIMES. NOTIFY BUILDING OWNER PRIOR TO SHUTTING DOWN ANY SUCH SYSTEMS TO PERFORM
WORK OF THIS CONTRACT.
10. MAINTAIN CLEAN AND ORDERLY WORK AREAS. DO NOT ALLOW TRASH AND DEBRIS TO ACCUMULATE.
COMBUSTIBLE DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN BUILDING. IN GENERAL, ALL
BUILDING SURFACES WITHIN CONSTRUCTION LIMITS SHALL BE CLEANED AT PROJECT COMPLETION. USE
CLEANING MATERIALS AS RECOMMENDED BY PRODUCT MANUFACTURERS. EMPLOY EXPERIENCED
WORKMEN OR PROFESSIONAL CLEANERS. BEFORE INSPECTION FOR SUBSTANTIAL COMPLETION,
COMPLETE ALL NECESSARY CLEANING WITHIN AREA OF WORK, INCLUDING THE FOLLOWING:
10.1. REMOVE GREASE, DIRT, STAINS, FINGERPRINTS, ETC. FROM EXPOSED TO VIEW
FINISHED SURFACES. TOUCH UP MARRED SURFACES AS REQUIRED.
10.2. REMOVE PROTECTIVE COVERS FROM, CLEAN AND POLISH EXPOSED TO VIEW
FIXTURES, WINDOWS, HARDWARE, ETC.
11. 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 2A10 BC FIRE EXTINGUISHERS ON SITE DURING
CONSTRUCTION.
12. 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.
13. 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 NONOPERATING HOURS
SHALL NOT JEOPARDIZE SECURITY OF THE BUILDING OR SURROUNDING SITE. BE RESPONSIBLE FOR
SUBCONTRACTORS WORKING IN THE BUILDING DURING NONO PERATING HOURS.
14. EXACT LOCATIONS, QUANTITIES AND TYPES OF FIRE EXTINGUISHER CABINETS ARE SUBJECT TO
REVIEW BY LOCAL AUTHORITIES. VERIFY SAME PRIOR TO PURCHASE AND INSTALLATION.
15. THE TENANT 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.
16. ALL DAMAGES TO THE BUILDING PROPERTY DUE TO CONTRACT OPERATIONS MUST BE REPORTED
IMMEDIATELY TO THE TENANT/BUILDING OWNER.
17. 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.
18. ALL MILLWORK, WOODWORK AND WOOD DOORS SHALL BE FABRICATED, FURNISHED, AND
INSTALLED IN STRICT ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE ARCHITECTURAL
WOODWORK INSTITUTE'S, 'ARCHITECTURAL WOODWORK QUALITY STANDARDS', CUSTOM GRADE,
UNLESS OTHERWISE NOTED. PROVIDE ARCHITECTURAL WOODWORK INSTITUTE QUALITY CERTIFICATION
PROGRAM LABELS OR CERTIFICATES INDICATING THAT THE WOODWORK, INCLUDING INSTALLATION,
COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. THE CONTRACTOR, UPON AWARD OF WORK,
SHALL REGISTER THIS PROJECT WITH THE ARCHITECTURAL WOODWORK INSTITUTE QUALITY
CERTIFICATION PROGRAM. (800) 4498811.
19. ANY SUBSTITUTIONS FOR MATERIALS/MANUFACTURERS SYSTEMS SPECIFIED MUST BE PRE
APPROVED BY THE ARCHITECT. SUBMIT SUBSTITUTION REQUEST IN WRITING, ALONG WITH APPROPRIATE
SHOP DRAWINGS, PROPOSED MANUFACTURER'S PRODUCT DATA, AND SAMPLE(S) OF PRODUCT(S) IN
COLOR(S)/FINISH(ES) PROPOSED. NOTE THE REASON FOR THE SUBSTITUTION AND ANY COST SAVINGS
TO BE CREDITED TO THE OWNER FOR USE OF SUBSTITUTED PRODUCT OR SYSTEM. EVALUATION OF
CONTRACTORPROPOSED SUBSTITUTIONS BY THE ARCHITECT MAY REQUIRE ADDITIONAL SERVICES IN
THE FORM OF RESEARCH OR REDESIGN. THE OWNER AND/OR CONTRACTOR WILL BE NOTIFIED OF THE
NEED FOR ADDITIONAL SERVICES PRIOR TO REVIEW OF A PROPOSED SUBSTITUTION. THE OWNER MUST
AUTHORIZE ADDITIONAL SERVICES PRIOR TO THE ARCHITECT CONDUCTING A REVIEW OF THE PROPOSED
SUBSTITUTION IN QUESTION.
20. REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH
SHALL APPEAR WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER
COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT.
21. 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.
22. LOCATIONS FOR CONSTRUCTION DUMPSTERS OR OTHER TEMPORARY FACILITIES AND STAGING
AREAS OUTSIDE OF THE WORK AREA MUST BE REVIEWED WITH, AND APPROVED BY, THE BUILDING
OWNER, AND/OR LOCAL AUTHORITIES AS APPROPRIATE.
23. NEW GYPSUM WALLBOARD SUBSTRATES APPLIED OVER EXISTING BASES TO REMAIN, NEW STEEL
STUDS, OR WOOD STUDS, SHALL BE SECURED WITH APPROPRIATE SCREW FASTENERS. INSTALLATION
SHALL BE IN ACCORDANCE WITH "GYPSUM CONSTRUCTION HANDBOOK" BY U.S.G. ALL JOINTS SHALL BE
TAPED AND FINISHED AND APPROPRIATE METAL TRIM PROVIDED WHERE REQUIRED.
24. PROVIDE BACKBLOCKING AS REQUIRED TO ACHIEVE FI RM ATTACHMENT OF ALL ITEMS OF
ARCHITECTURAL WOODWORK AND ALL OTHER WALL AND/OR CEILING MOUNTED FINISHES, EQUIPMENT
AND ACCESSORIES, FIXTURES, ETC.
25. PROVIDE A BEAD OF SANITARY, MILDEW RESISTANT SILICONE SEALANT AT THE FOLLOWING
LOCATIONS:
25.1. METAL DOOR FRAME AND WALL CONNECTIONS.
25.2. CONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILINGS.
25.3. JUNCTION OF MILLWORK AND SURROUNDING SURFACES.
25.4. TOILET ACCESSORIES AND TILE WALL CONNECTIONS.
25.5. BASEBOARD TO WALL
25.6. WINDOW FRAMES AND MISC. TRIMWORK JOINTS WITH WALL.
25.7. ELSEWHERE AS SHOWN ON DRAWINGS OR WHERE REQUIRED BY THE
ARCHITECT, OR LOCAL AUTHORITIES. PROVIDE PAINTABLE SEALANTS AT LOCATIONS
SCHEDULED TO RECEIVE PAINTED OR STAINED FINISHES.
26. A PORTION OF THE WORK OF THIS CONTRACT INVOLVES THE UNCOVERING OF ORIGINAL SURFACES
BY THE REMOVAL OF EXISTING FURRED OUT WALLS, 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.
27. IF NOT SPECIFIED OTHERWISE, COLORS AND FINISHES OF SPECIFIED PRODUCTS WILL BE SELECTED
FROM MANUFACTURER'S STANDARD RANGE.
28. 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.
29. DESIGNATE DELIVERY DATES OF TENANT FURNISHED ITEMS IN THE CONSTRUCTION SCHEDULE.
RECEIVE, UNLOAD AND HANDLE TENANT 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.
30. CLOSEOUT SUBMITTALS REQUIRED AT FINAL COMPLETI ON SHALL INCLUDE:
30.1. OPERATING AND MAINTENANCE MANUALS.
30.2. INSTRUCTION OF OWNER AND/OR BUILDING OWNER PERSONNEL IN
MAINTENANCE AND OPERATION OF SYSTEMS.
30.3. SUBMISSION OF CERTIFICATIONS, TEST REPORTS, ETC.
30.4. PROVISION OF SPARE PARTS AND MAINTENANCE MATERIALS, NEATLY WRAPPED
OR PACKAGED IN STANDARD SIZES, AND CLEARLY LABELED. THIS INCLUDES 5%
STOCK OF CARPET, VINYL TILE, WALL COVERING AND THREE GALLONS OF PAINT OF
EACH COLOR AND SHEEN SPECIFIED.
30.5. CERTIFICATE OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS.
30.6. TYPED LIST OF MAJOR SUBCONTRACTORS AND SUPPL IERS WITH ADDRESSES
AND TELEPHONE NUMBERS.
31. 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.
32. SHOP DRAWINGS, PRODUCT DATA, AND OTHER SUBMITTALS (OTHER THAN ACTUAL SAMPLES) SHALL
BE SUBMITTED IN ELECTRONIC (PDF) FORMAT WHEREVER POSSIBLE. PROVIDE 5 COPIES OF ALL PAPER
SUBMITTALS.
33. ALLOW TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS. TIME FOR
REVIEW SHALL COMMENCE ON ARCHITECT'S RECEIPT OF SUBMITTAL. NO EXTENSION OF THE CONTRACT
TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF
THE WORK TO PERMIT PROCESSING, INCLUDING RESUBMITTALS. ALLOW [14] DAYS FOR INITIAL REVIEW
OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IF COORDINATION WITH SUBSEQUENT SUBMITTALS IS
REQUIRED.
GENERAL WALL NOTES
INTERIOR ONLY / NONLOAD BEARING
1. UNLESS NOTED OTHERWISE, PROVIDE A LEVEL 4 GYP. BD. FINISH AT ALL WALLS, AS DEFINED BY THE
NATIONAL GYPSUM ASSOCIATION.
2. PROVIDE MOISTURE RESISTANT GYP. BOARD IN LIEU OF REGULAR GYP. BOARD AT BREAK ROOM
WET WALLS.
3. ALL JOINTS OF GYPSUM BOARD SHALL BE TAPED AND FINISHED PER MANUFACTURER'S WRITTEN
SPECIFICATIONS. PROVIDE ALL APPROPRIATE TRIM AND ACCESSORIES FOR A COMPLETE
INSTALLATION.
4. PRIME PAINT AND OTHERWISE PREPARE WALL SUBSTRATES IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS, AND AS REQUIRED TO RECEIVE FINISHES SPECIFIED.
5. REVIEW ALL DRAWINGS FOR FINISHES, MILLWORK, FIXTURES AND EQUIPMENT ITEMS THAT WILL
REQUIRE BACKBLOCKING IN WALLS TO PROPERLY ATTACH S AME. COORDINATE WORK SO THAT ALL
BACKBLOCKING IS PROVIDED PRIOR TO INSTALLATION OF SUBSTRATES ON PARTITIONS.
6. METAL STUD FRAMING AT INTERIOR DOOR JAMBS AND WINDOW SHALL BE 20 GA., TYP.
7. ISOLATE FRAMING SYSTEM FROM STRUCTURAL LOADING BOTH HORIZONTALLY AND VERTICALLY.
8. PROVIDE SLIP OR CUSHIONED JOINTS AT TOP OF WALLS WHERE THEY MEET STRUCTURAL BEAMS
OR DECK ABOVE. MAINTAIN LATERAL STABILITY.
9. DEPTH: 35/8" STUDS UNLESS OTHERWISE NOTED, OR R EQUIRED TO MEET SPAN AND DEFLECTION
CONSTRAINTS.
A101
1 SIM
101A
A
N
ROOM NAME
101
1
A101
SIM
1
A101
SIM
A
C1
ENLARGED PLAN OR DETAIL CALLOUT
DOOR TAG; SEE DOOR SCHEDULED ON DWG. A7.1
FINISH TAG; SEE FINISH SCHEDULE ON DWG. A7.1
NORTH ARROW
ROOM TAG
WALL AND PARTIAL SECTION KEY
DETAIL VIEW KEY
DRAWING KEYNOTE
SPOT ELEVATION CEILING HEIGHT
WALL TYPE
REVISION TAG
INTERIOR ELEVATION KEY. INDICATED LETTERS
USED FOR VIEW IDENTIFICATION
ARCHITECTURAL PLAN SYMBOLS
1
A8.1D
A
B
C
ALIGN FINISHED SURFACESMIN.1'4"DENSELY PACKED UNFACED
FIBERGLASS BATT INSULATION.
EXTEND TO 16" BELOW
FINISHED CEILING
WALL CONSTRUCTION; SEE
WALL TYPES ON A0.1 AND
FLOOR PLAN ON A1.1
FINISHED CEILING
2X WOOD BLOCKING
WALL CONSTRUCTION; SEE
WALL TYPES ON A0.1 AND
FLOOR PLAN ON A1.1
FINISHED CEILING
BID ALTERNATES
ADDALTERNATE #01
PROVIDE ALTERNATE COST TO SUBSTITUTE THE RECLAIMED WOOD PLANKS (WD1) WITH THE
ALTERNATE WOOD PLANK SCHEDULED AS "ALTERNATE RECLAIMED WOOD PLANKS (WD1 ALT.)";
SEE FINISH LEGEND ON DWG. A7.1 FOR SPECIFICATIONS.
FIREBLOCKING NOTES
ALL INTERIOR METAL STUD PARTITIONS TO HAVE UNFACED FIBERGLASS BATT INSULATION, TIGHTLY
PACKED @ TOP OF PARTITION TO 16" BELOW FINISHED CEILING. REFER TO FIREBLOCKING DETAILS ON
THIS SHEET.
ALL INTERIOR WOOD STUD PARTITIONS TO HAVE 2x WOOD BLOCKING AT INTERSECTION WITH FINISHED
CEILING. REFER TO FIREBLOCKING DETAILS ON THIS SHEET.
DRAWING TITLE:
DRAWING NO.:
REVISIONS:
DATE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
C 2014 VISION 3 ARCHITECTS
THESE DOCUMENTS HAVE BEEN
PREPARED SPECIFICALLY FOR THE
PROJECT LISTED ABOVE. 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:225 Chapman Street • Providence, RI 02905• Tel. (401) 4617771 • Fax (401) 4617772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 3996776 • Fax (508) 3997270•www.nadeaucorp.com4/29/2014 7:11:02 AMC:\Projects\14023a_196.rvtA0.1
GENERAL
NOTES AND
WALL TYPES
14023a
04.28.14
KLD
PMH, KD
ISSUED FOR
CONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060N.T.S.
WALL TYPES
1 1/2" = 1'0"1
FIREBLOCKING @
METAL STUD WALLS
1 1/2" = 1'0"2
FIREBLOCKING @
WOOD STUD WALLS
WH
REF.FRZ
3
CA
CA
CA
CA
REF.
127 SF
UTILITY ROOM
33 SF
TELE/DATA
545 SF
SALES AREA
1384 SF
WAITING/QUEUING
88 SF
VESTIBULE
84 SF
SECURITY OFFICE
53 SF
WOMENS
47 SF
MENS
98 SF
CONSULT
98 SF
CONSULT
50 SF
CORRIDOR
168 SF
INTERACTIVE
INFO. STATION
184 SF
BREAK RM.
99 SF
EMPLOYEE
OFFICE
316 SF
SECURE
STORAGE
242 SF
CORRIDOR
EXIT
EXIT ACCESS TRAVEL DISTANCE = 122')3";
< 200 FT PER IBC TABLE 1016.1
EXIT
EXIT
COMMON PATH OF TRAVEL = 52')11";
< 75 FT PER IBC SECTION 1014.3
38 SF
STORAGE
EXIT ACCESS TRAVEL
DISTANCE = 88')6";
< 200 FT PER IBC TABLE
1016.1
TENANT EXIT
DOOR
WATER RM.5')0"1')8"7')7 3/4"
36" HIGH ADA
ACCESSIBLE
COUNTER
42" HIGH COUNTER42" HIGH COUNTER42" HIGH COUNTER39 SF
VIDEO CLOSET 4')6" CLR.CLR.
1')6"
UNOCCUPIED
SPACE
USED FOR EGRESS ONLY
JANITOR MOP SINK
DRINKING FOUNTAIN
CODE SUMMARY
PROJECT:NEW ENGLAND TREATMENT ACCESS
REGISTERED MARIJUANA DISPENSARY
118 CONZ STREET
NORTHAMPTON, MASSACHUSETTS 01060
ACCESSORS MAP:39A
LOT NUMBER:020
APPLICABLE CODES:780 CMR ) MASSACHUSETTS BUILDING CODE, EIGHTH EDITION
INTERNATIONAL BUILDING CODE 2009
521 CMR ) ACCESSIBILITY CODE
527 CMR ) FIRE PREVENTION AND ELECTRICAL REGULATIONS
248 CMR ) PLUMBING REGULATIONS
PROJECT DEFINITION:INTERIOR RENOVATION OF AN EXISTING MEDICAL OFFICE BUILDING TO A NEW
MEDICAL MARIJUANA DISPENSARY.
USE GROUP:CLASS 'M' ) MERCANTILE
CONSTRUCTION TYPE: 5B
CLASSIFICATION:
ALLOWABLE HEIGHT PER TABLE 503 ) MERCANTILE = 1 STORY @ 9,000 S.F.
AND AREA:
GROSS BUILDING AREA:6,558 G.S.F.
OCCUPANT LOAD:MERCANTILE: 2,381 SF / 30 = 80
MERCANTILE, STORAGE: 592 SF / 300 = 2
BUSINESS AREAS: 362 SF / 100 = 4
TOTAL =86
EGRESS WIDTH:REQ'D PROV.
84 X 0.2 (GENERAL)16.8"108"
SPRINKLER SYSTEM:YES_ _NO_X_
FIRE ALARM SYSTEM:YES_X NO_ _
PUBLIC RESTROOMS:LAVATORIES WATER CLOSETS DRINKING FOUNTAINS
REQ'D/PROVIDED REQ'D/PROVIDED REQ'D/PROVIDED
MEN:1 / 1 1 / 1 1 / 1
WOMEN:1 / 1 1 / 1
MOP SINK PROVIDED: 1
DRAWING TITLE:
DRAWING NO.:
REVISIONS:
DATE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
C 2014 VISION 3 ARCHITECTS
THESE DOCUMENTS HAVE BEEN
PREPARED SPECIFICALLY FOR THE
PROJECT LISTED ABOVE. 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:225 Chapman Street • Providence, RI 02905• Tel. (401) 461)7771 • Fax (401) 461)7772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 399)6776 • Fax (508) 399)7270•www.nadeaucorp.com4/29/2014 6:47:43 AMC:\Projects\14023a_196.rvtA0.2
CODE
ANALYSIS
14023a
04.28.14
KLD
PMH, KD
ISSUED FOR
CONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/4" = 1')0"1 CODE ANALYSIS
N
PROJECT
NORTH
FECFECWH001006004001006001006001006001006001006001006001006001006001006001006001006001006004004004010010010010002003005007008002009003003003003003003003002002002005005005005005005005005005001006001006001006001006001006001006001006001006013012013005013020007014001006001006014005010010001001017017019015016016016018018011003003003022003003022011003003021021GENERAL DEMOLITION NOTES1. IN ACCORDANCE WITH FEDERAL REGULATIONS PROMULGATED UNDER THE CLEAN AIR ACT, ANDCOMMONLY 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 CONDUCTEDPRIOR TO THE COMMENCEMENT OF DEMOLITION OR RENOVATION WORK WHICH IS PART OF THISCONTRACT.2. IN ACCORDANCE WITH ABOVE REGULATION REQUIREMENTS, THE CONTRACTOR SHALL FILE WRITTENNOTIFICATION WITH THE EPA PRIOR TO ANY DEMOLITION WORK BEING PERFORMED REGARDLESS OF THEAMOUNT OF ASBESTOS, INCLUDING ZERO.3. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE AND LOCALREGULATIONS. SECURE REQUIRED PERMITS. ARRANGE WITH BUILDING OWNER AND/OR APPROPRIATEUTILITY COMPANIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS.4. CONSULT WITH OWNER AND FIRE OFFICIALS PRIOR TO MAKING ANY ALTERATIONS TO THE EXISTING FIREALARM SYSTEM.5. IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN DEMOLITION WORK.MECHANICAL, ELECTRICAL AND OTHER WORK RELATED TO A WALL OR AREA SCHEDULED FORDEMOLITION 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.6. WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR BRACING ELEMENTS ARE SCHEDULED FORDEMOLITION, TEMPORARY STRUCTURAL SUPPORTS AND BRACING FOR THE ADJACENT CONSTRUCTIONSHALL BE PROVIDED AND MAINTAINED UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN PLACEAND ABLE TO SUPPORT IMPOSED LOADS. ANY STRUCTURAL BRACING DISCOVERED DURING DEMOLITION ISNOT TO BE REMOVED * NOTIFY ARCHITECT OF ANY AND ALL SUCH DISCOVERIES IMMEDIATELY.7. WHERE EXISTING WALL SUBSTRATES REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF NEWFINISHES, REMOVE PROJECTIONS, FILL VOIDS, SECURE OR REMOVE AND REPLACE ANY EXISTING LOOSEOR OTHERWISE UNSUITABLE SUBSTRATE MATERIALS AND ADD BLOCKING OR STRAPPING TO RECEIVENEW MATERIALS AND FINISHES. STRIP EXISTING WALL FINISH MATERIAL TO EXPOSE SUBSTRATE WHERENEEDED.8. REMOVE ALL FINISH FLOORING MATERIALS INCLUDING WALL BASE FROM EXISTING FLOORS SCHEDULEDTO RECEIVE NEW FLOORING. GRIND, SCRAPE, SAND, CLEAN AND OTHERWISE PREPARE SUBSTRATEPRIOR TO INSTALLATION OF NEW FINISH FLOORING. PREPARE SUBSTRATE IN ACCORDANCE WITHFLOORING MANUFACTURER'S WRITTEN SPECIFICATIONS. PROVIDE LEVELING MASTICS AND GROUTS ASREQUIRED TO RENDER SUBSTRATES LEVEL AND TRUE TO 1/8" IN 10', AND AS REQUIRED TO BLENDADJACENT DISSIMILAR FLOORING MATERIALS.9. REMOVE EXISTING CEILING FINISH MATERIAL, FRAMING/SUSPENSION SYSTEMS, INCLUDING LIGHT ANDCEILING FIXTURES, AS REQUIRED TO ACCOMMODATE NEW WORK. IN ROOMS WHERE CEILINGS ARE TOREMAIN AND SECTIONS OF PARTITIONS ARE TO BE REMOVED/RELOCATED, CEILINGS SHALL BE PATCHEDAND REPAIRED TO MATCH EXISTING.10. NEATLY SAWCUT SLAB, AND TRENCH AND EXCAVATE FOR NEW PLUMBING OR ELECTRICAL WORK ASSHOWN OR REQUIRED ON PLUMBING AND ELECTRICAL DRAWINGS. WHERE CUT FOR TRENCHING,BACKFILL, COMPACT FILL REPAIR/INSTALL NEW VAPOR BARRIER TO PROVIDE WATER TIGHT SYSTEM, ANDPATCH SLAB TO BLEND INDISTINGUISHABLE WITH ADJACENT SLAB. REPAIR EXISTING VAPOR BARRIER.11. PATCH, REPAIR AND REFINISH ALL SURFACES TO MATCH AND ALIGN WITH EXISTING ADJACENTSURFACES SCHEDULED TO REMAIN, AND PREPARE TO RECEIVE NEW FINISHES SPECIFIED. WORK SHALLINCLUDE ALL LABOR AND MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATESACCEPTABLE TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE WITH MANUFACTURER'S WRITTENRECOMMENDATIONS.12. PROTECT FROM LOSS OR DAMAGE ALL ITEMS INTENDED FOR SALVAGE AND REUSE, OR SCHEDULEDTO REMAIN.13. REPLACE IN KIND ANY EXISTING CONSTRUCTION, OR ITEM INTENDED TO REMAIN, OR BE SALVAGED FORREUSE, BUT DAMAGED OR LOST AS A RESULT OF THE WORK OF THIS CONTRACT.14. REUSE OF SALVAGED MATERIALS NOT SPECIFICALLY SCHEDULED FOR REUSE, WILL BE AT THE SOLEDISCRETION OF THE TENANT. IN NO CASE SHALL SALVAGED MATERIAL BE INCORPORATED IN THE WORKTHAT DOES NOT MEET MINIMUM REQUIREMENTS OF STATE AND LOCAL CODES AND REGULATIONS.15. SCHEDULES OF ADDITIONAL ITEMS TO BE SALVAGED (IF ANY) ARE TO BE PROVIDED BY THE TENANTUPON REQUEST OF THE CONTRACTOR.16. ITEMS TO BE SALVAGED BUT NOT SO SCHEDULED ON THE DEMOLITION PLAN SHALL BE CONFIRMED BYTHE CONTRACTOR WITH THE TENANT. ALL ITEMS TO BE TURNED OVER TO THE TENANT OR BUILDINGOWNER, SHALL BE PROTECTED DURING DEMOLITION AND REMOVAL AND SHALL BE DELIVERED IN ANUNDAMAGED CONDITION.17. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE AND REUSE, OR THOSE TOBECOME PROPERTY OF THE OWNER, FROM THE SITE AND DISPOSE OF IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REGULATIONS.18. TAKE CARE TO DISCONNECT ALL ELECTRICAL POWER TO PARTITIONS AND OTHER ITEMS, AREAS,ELEMENTS INVOLVED IN THE DEMOLITION PRIOR TO DEMOLITION.19. CONFINE TOOLS AND EQUIPMENT, STORAGE OF MATERIALS AND OPERATIONS TO LIMITS DESIGNATEDBY THE BUILDING OWNER. THE PREMISES SHALL BE MAINTAINED IN SAFE, ORDERLY CONDITION AT ALLTIMES. REMOVE DEBRIS DAILY. COVER DUMPSTERS WITH FIRE RESISTANT TARPS SECURELY FASTENEDTO PREVENT VANDALISM.20. IN THE EVENT THAT SUSPECTED HAZARDOUS MATERIALS ARE DISCOVERED DURING THE COURSE OFDEMOLITION, CEASE WORK IMMEDIATELY AND NOTIFY THE BUILDING OWNER OF ANY SUCH DISCOVERIES.21. FOR ADDITIONAL DEMOLITION NOTES, REFER TO MECHANICAL AND ELECTRICAL DEMOLITIONDRAWINGS.22. DEMOLITION PLANS SHALL BE USED IN CONJUNCTION WITH DRAWINGS FOR NEW CONSTRUCTION(INTERIOR ELEVATIONS, DETAILS, ETC.) SO THAT EXACT LIMIT AND BOUNDARIES OF SPECIFIC DEMOLITIONMAY BE DETERMINED.DEMOLITION FLOOR PLAN SYMBOLSEXISTING DOOR TO REMAINEXISTING DOOR TO BE REMOVED; CONFIRM DISPOSALWITH BUILDING OWNEREXISTING WALL TO REMAINEXISTING WALL TO BE DEMOLISHEDNOT IN SCOPEADEMO DRAWING KEYNOTEDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2014 VISION 3 ARCHITECTSTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:225 Chapman Street • Providence, RI 02905• Tel. (401) 461*7771 • Fax (401) 461*7772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 399*6776 • Fax (508) 399*7270•www.nadeaucorp.com4/29/2014 6:47:44 AMC:\Projects\14023a_196.rvtA0.3DEMOLITIONFLOOR PLAN14023a04.28.14KLDPMH, KDISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/4" = 1'*0"1DEMOLITION PLANKEYNOTES * DEMOLITION001 IN GENERAL, UNLESS NOTED OTHERWISE, REMOVE AND DISPOSE OF ALL EXISTINGFLOORING AND WALL FINISHES. CLEAN AND PREPARE ALL SURFACES TO RECEIVE NEWFINISHES AS SPECIFIED. IF SURFACES ARE DAMAGED, REPLACE/REPAIR AS NECESSARYTO MATCH EXISTING. SEE MEP DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.002 EXISTING PLUMBING FIXTURES TO REMAIN.003 REMOVE EXISTING PLUMBING FIXTURE AND CONFIRM DISPOSAL WITH BUILDING OWNER.CUT & CAP ALL ASSOCIATED PLUMBING; SEE PLUMBING DWGS.004 EXISTING STRUCTURAL COLUMN TO REMAIN.005 REMOVE @ DISPOSE OF EXISTING MILLWORK INCLUDING SHELVING, COUNTERTOPS, BASECABINETS, AND WALL CABINETS.006 REMOVE EXISTING ACT CEILING, LIGHTING, AND ALL CEILING MOUNTED DEVICES IN THISAREA. SEE MEP DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.007 EXISTING UTILITY ROOM FINISHES TO REMAIN; ALL EXISTING FINISHES & EQUIPMENT TOREMAIN, UNLESS NOTED OTHERWISE.SEE MEP/FP DWGS FOR SCOPE OF WORK WITHINTHIS ROOM.008 EXISTING MOP SINK TO REMAIN.009 REMOVE AND DISPOSE OF EXISTING PASS*THRU.010 REMOVE EXISTING P*LAM SILLS, PREP. EXISTING SUBSTRATE TO RECEIVE NEW SILL INKIND. SEE FLOOR PLANS ON DWG A1.1011 REMOVE PORTION OF EXISTING WALL FOR INSTALLATION OF NEW DOOR; SEE FLOOR PLANON DWG A1.1.012 REMOVE AND DISPOSE OF EXISTING DRINKING FOUNTAIN; SEE PLUMBING DWGS.013 REMOVE AND DISPOSE OF EXISTING INTERIOR WINDOW AND FRAME014 REMOVE & SALVAGE EXISTING FIRE EXTINGUISHER & CABINET FOR RE*USE IN NEWCONSTRUCTION. SEE FLOOR PLAN ON DWG A1.1015 G.C. SHALL CAREFULLY REMOVE SURROUNDING PARTITION CONSTRUCTION AROUNDEXISTING STOREFRONT JAMB TO KEEP STRUCTURAL INTEGRITY OF STOREFRONT INTACT.016 APPROXIMATE EXTENTS OF EXISTING CEILING & FINISH REMOVAL. FINISHES OUTSIDESCOPE OF WORK TO REMAIN; SEE MEP DWGS FOR SCOPE IN THIS AREA.017 EXISTING GRAB BARS TO BE REMOVED.018 REMOVE EXISTING GYP. BD. ON SIDE OF PARTITION SHOWN DASHED; SEE FLOOR PLANFOR ADDITIONAL INSTRUCTION.019 REMOVE EXISTING EMERGENCY PULL STATION. PATCH GYP. BD. WALL AS REQUIRED.020 G.C. TO CONFIRM WHAT EXISTING TELEPHONE EQUIPMENT & WIRING IS ABANDONED &NOT IN USE; COORDINATE REMOVAL W/ TENANT.021 EXISTING CEILING TO REMAIN; REMOVE EXISTING LIGHTING AND CEILING DEVICES; SEEMEP DWGS.022 EXISTING CEILING GRID TO REMAIN, REMOVE EXISTING CEILING TILES, LIGHTING ANDCEILING DEVICES; SEE MEP DWGS.NPROJECTNORTH
WH
REF.FRZ
H
CA
CA
CA
CA
REF.
CA
CONSULT
102
CONSULT
101
CORRIDOR
103
INTERACTIVE
INFO. STATION
104
MENS
105
WOMENS
106
SECURITY OFFICE
107
VESTIBULE
108WAITING/QUEUING
109
SALES AREA
110
BREAK RM.
111
STORAGE
112
EMPLOYEE
OFFICE
114
WATER RM.
113
SECURE
STORAGE
115
UTILITY ROOM
116 TELE/DATA
117
115
112
111B
113
111A
117
116
107
106105
103
108B
108A
CLR.4'’0"104
108
105
TYP.
102
106
101
103
110
107
101
101
102
102
103
103
104
105
TYP.
105
TYP.
105
TYP.
105
TYP.
106
106
111
112
116
116
116
117
117
CLR.5'’0"109
109
115
115
115
115 115
114
114
114
113
113
B
A1
A
A
A
A
A
A1
A
C
C
C
C
C
C
C
A2 11'’9"11'’4 1/4"4'’3"10'’5"13'’9 1/2"4'’0 3/4"14'’0"4 5 °15'’6"8'’0 1/2"9'’2 1/2"
2'’0"5'’9 1/2"2'’0"5'’10 3/4"2'’0"6'’11 1/4"A
A
(ABOVE
GLASS)
(ABOVE
GLASS)
A8.13
A8.1
A8.1
2
5'’0" CLR.114
121
121
4"
118
B1
9'’0"9'’0"
1
119
119
120
120
A8.14
5
A8.18
7
A8.2
1
A8.3
1B
A8.3
1A
6'’6"7'’6"
10'’8"
2'’6"
A8.2
4
A8.2
5
A8.26
A8.1
9
6
A8.210
A8.2
9
A8.2
8
A8.23
A8.36
A8.3
5
A8.3
4
A8.2
12
A8.213
107
107
10
A8.1
C
VIDEO CLOSET
118 A
118
MIN.1'’6"9'’1 3/4"1'’6"MIN125
TYP.
125
TYP.
125
TYP.
125
TYP.
125
TYP.
125
TYP.
125
TYP.
125
TYP.
125
TYP.
A8.11
MIN
1'’6"
124
124
127
128
129
131
130
126
132
110
123
133
3'’6" CLR.
A
107
CORRIDOR
119
119
UNOCCUPIED
SPACE
FLOOR PLAN SYMBOLS
NEW DOOR. SEE DOOR SCHEDULE
NEW WALL CONSTRUCTION. SEE WALL TYPES
EXISTING DOOR TO REMAIN
EXISTING WALL TO REMAIN
A DRAWING KEYNOTE
ROOM NAME
101 ROOM TAG; SEE ROOM FINISH SCHEDULE ON DWG. A4.1
101A DOOR TAG; SEE DOOR SCHEDULE ON DWG. A7.1
CARD ACCESS CONTROL; REFER TO ELECTRICAL
DWGS.; COORDINATE W/ TENANT'S SECURITY VENDOR
DRAWING TITLE:
DRAWING NO.:
REVISIONS:
DATE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
C 2014 VISION 3 ARCHITECTS
THESE DOCUMENTS HAVE BEEN
PREPARED SPECIFICALLY FOR THE
PROJECT LISTED ABOVE. 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:225 Chapman Street • Providence, RI 02905• Tel. (401) 461’7771 • Fax (401) 461’7772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 399’6776 • Fax (508) 399’7270•www.nadeaucorp.com4/29/2014 7:11:49 AMC:\Projects\14023a_196.rvtA1.1
FLOOR PLAN
14023a
04.28.14
KLD
PMH, KD
ISSUED FOR
CONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/4" = 1'’0"1 FLOOR PLAN
N
PROJECT
NORTH
KEYNOTES ’ FLOOR PLAN
101 CUSTOM RECLAIMED WOOD CHECK’OUT/TRANSACTION COUNTER; SEE REFERENCED
ENLARGED PLANS & INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.
102 CUSTOM RECLAIMED WOOD PRODUCT DISPLAY WALL; SEE REFERENCED ENLARGED
PLANS & INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.
103 NEW BUILT’IN MILLWORK; SEE REFERENCED INTERIOR ELEVATIONS FOR ADDITIONAL
INFORMATION.
104 ACRYLIC SCREEN PANELS W/ STEEL FRAMES; SEE REFERENCED INTERIOR ELEVATIONS
FOR ADDITIONAL INFORMATION.
105 REPLACE EXISTING P’LAM SILLS WITH NEW MEDEX SILLS WITH P’LAM FINISH; SEE DETAIL
12/A8.4
106 FREESTANDING CUSTOM DISPLAY CASES; SEE ELEVATIONS AND DETAILS ON DWG. A8.2
107 NEW PLUMBING FIXTURE; SEE PLUMBING DRAWINGS.
108 REFRIGERATOR AND CHEST COOLER; FURNISHED AND INSTALLED BY TENANT. SEE
ELECTRICAL DWGS. FOR ELECTRICAL REQUIREMENTS.
109 ALIGN
110 WALL MOUNTED TELEVISION; FURNISHED AND INSTALLED BY TENANT. G.C. TO PROVIDE
IN’WALL BLOCKING BEHIND TELEVISION MOUNTING BRACKET. FINAL LOCATION TO BE
COORDINATED IN FIELD WITH TENANT AND ARCHITECT.
111 EXISTING STEEL COLUMN TO REMAIN EXPOSED. PROVIDE PAINT FINISH (P’2)
112 PROVIDE GYP. BD. BUILD’OUT AROUND EXISTING BUILT’UP WOOD COLUMN; INSTALL 1 5/8",
25 GA. MTL. STUDS TIGHT TO EXISTING COLUMN WITH 5/8" GYP. BD. FINISH. EXTEND 6"
ABOVE FINISH CEILING.
113 INFILL EXISTING WALL OPENING TO MATCH EXISTING ADJACENT CONSTRUCTION. PROVIDE
GYP. BD. FINISH.
114 G.C. TO CONFIRM EXISTING WALL SCHEDULED TO REMAIN EXTENDS UP TO 6" ABOVE
CEILING. IF IT DOESN'T, G.C. SHALL EXTEND EXISTING WALL CONSTRUCTION, SIMILAR TO
WALL TYPE 'A1'.
115 G.C. TO CONFIRM EXISTING WALL SCHEDULED TO REMAIN EXTENDS UP TO STRUCTURAL
FRAMING ABOVE. IF IT DOESN'T, G.C. SHALL EXTEND EXISTING WALL CONSTRUCTION,
SIMILAR TO WALL TYPE 'A'.
116 COMMERICAL BEVERAGE COOLER BY 'SUMMIT' (#SCR1400W); FURNISHED AND INSTALLED
BY TENANT. SEE ELECTRICAL DWGS.
117 HOLLOW METAL FRAMED INTERIOR GLAZING; SEE REFERENCED INTERIOR ELEVATIONS.
118 PARTITION TO BE CENTERED ON EXISTING COLUMNS.
119 EXISTING PLUMBING FIXTURES TO REMAIN; SEE PLUMBING DWGS.
120 NEW GRAB BARS; SEE ELEVATIONS ON A8.1
121 EXTEND EXISTING WALL FRAMING UP TO STRUCTURE ABOVE. PROVIDE SECURITY MESH
FASTENED TO STUDS; SEE WALL TYPE C FOR SPECIFICATION INFORMATION. PROVIDE 5/8"
IMPACT RESISTANT GYP. BD. ON TENANT SIDE OF PARTITION.
123 CENTER NEW PARTITION ON EXISTING STOREFRONT WALL.
124 CLEAN’UP EXISTING STOREFRONT. REMOVE ALL EXISTING STICKERS & DECALS FROM
EXISTING GLASS.
125 G.C. SHALL EXTEND GYP. BD. @ EXISTING EXTERIOR WALL UP TO UNDERSIDE OF HIGH
GYP. CEILING OR 6" ABOVE ACT CEILING AS REQUIRED.
126 EXISTING LOCATION OF WATER SERVICE.
127 EXISTING HOT WATER HEATER TO REMAIN; SEE PLUMBING DWGS.
128 EXISTING MOP SINK TO REMAIN; SEE PLUMBING DWGS.
129 EXISTING ELECTRICAL SERVICE/SUB PANELS; SEE ELECTRICAL DWGS.
130 EXISTING TELEPHONE SERVICE DEMARC; COORDINATE SERVICE REQUIREMENTS W/
TENANT & TENANT'S DATA VENDOR.
131 APPROXIMATE LOCATION OF SERVER/SECURITY EQUIPMENT; COORDINATE W/ TENANT'S
SECURITY VENDOR.
132 G.C. SHALL PROVIDE PLYWOOD BACKBOARD FOR SECURITY PANELS TO BE FURNISHED &
INSTALLED BY TENANT'S SECURITY VENDOR. COORDINATE LOCATION & SIZE OF PLYWOOD
W/ THE TENANT.
133 EXISTING KNOX BOX TO REMAIN.
GENERAL CEILING NOTES1. THIS DRAWING INTENDED FOR FINISHES, FIXTURE LOCATIONS, AND COORDINATION. SEE ELECTRICALDRAWINGS FOR COMPLETE SCHEDULE OF LIGHT FIXTURES. SEE MECHANICAL DRAWINGS FOR DIFFUSERSAND EQUIPMENT.2. CEILING HEIGHTS ARE FROM FINISH FLOOR LEVEL.3. SOFFIT FRAMING DIMENSIONS ARE FROM FACE OF WALL (F.O.W.) UNLESS OTHERWISE NOTED.4. GRID DIMENSIONS ARE FROM FACE OF GYP. BD.5. SUSPENDED CEILING GRID SHALL BE CENTERED IN BOTH DIRECTIONS OF A ROOM UNLESS OTHERWISENOTED OR AS INDICATED BY WORKING POINTS AND/OR FULL TILE DESIGNATIONS.6. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS TO DETERMINE THAT ALL PROPOSED CEILINGHEIGHTS ARE ACHIEVABLE. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK.7. CENTER LIGHTS AND OTHER DEVICES ON ACOUSTIC TILE UNLESS NOTED OTHERWISE.8. DO NOT INSTALL MECHANICAL, ELECTRICAL, OR PLUMBING DEVICES REQUIRING ACCESS ABOVE GYPSUMBOARD CEILINGS UNLESS ACCESS PANELS ARE PROVIDED, IN ALL CASES, LOCATE SUCH DEVICES ABOVEACCESSIBLE CEILINGS OR ACCESS PANELS.REFLECTED CEILING PLAN SYMBOLSSUSPENDED ACOUSTIC TILE CEILING; SEE ROOMFINISH SCHEDULE ON DWG. A7.1GYP. BD. CEILING/SOFFITRECESSED 2x2 OR 2x4 FLUORESCENT LIGHT FIXTURE;SEE ELECTRICAL DWGS.ACRYLIC WRAPPED FLUORESCENT LIGHT FIXTURE;SEE ELECTRICAL DWGS.PENDANT LIGHT FIXTURE; SEE ELECTRICAL DWGS.DECORATIVE PENDANT LIGHT FIXTURE; SEEELECTRICAL DWGS.TRACK LIGHT FIXTURE; SEE ELECTRICAL DWGS.EXISTING SUSPENDED ACOUSTIC TILE CEILING TOREMAINMECHANICAL DEVICES; REFER TO MECHANICAL DWGS.EXIT SIGN; SEE ELECTRICAL DWGS.6" RECESSED DOWNLIGHT; SEE ELECTRICAL DWGS.101ROOM TAGSPOT ELEVATION + CEILING HEIGHT ABOVEFINISH FLOOR0'+0"10110210410310510610710811111211511411311611714' + 11"9' + 0"9' + 0"10' + 6"9' + 6"9' + 0"10' + 0"10' + 8"10' + 8"2062062022042012032072012032052022042152152072072072'+0"8'+3"6'+8 1/4"3'+0"7'+3"6'+8"3'+0"3'+0"3'+0"3'+0"3'+0"EQ.12'+0"EQ.7'+5"EQ.8'+0"8'+0"EQ.EQEQ8' + 6"8' + 6"EQEQEQEQ4'+6"2'+5"3'+11"3'+0"3'+10"36'+0 3/4"9'+0 3/4"+/+ 21'+2 3/4"EQ.EQ.10' + 6"EQEQ10'+9 3/4"10'+2"EQEQEQ.4'+0"EQ.EQ.6'+0"EQ.208TYP.208TYP.208TYP.15'+3"EQEQ4'+0"4'+0"3'+0"3'+0"7'+10"16'+10"11'+4 3/4"4'+0"EQEQEQEQEQEQ5'+6"8' + 0"2'+0"10A8.120511821321320510' + 8"2022011'+0"1'+0"1'+0"2112112022029' + 4"10' + 6"2092092102032092092122092092092091'+6"2112012112012142'+0"1'+8"7'+0 1/4"+/+20210' + 6"216216216216DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2014 VISION 3 ARCHITECTSTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:225 Chapman Street • Providence, RI 02905• Tel. (401) 461+7771 • Fax (401) 461+7772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 399+6776 • Fax (508) 399+7270•www.nadeaucorp.com4/29/2014 7:12:09 AMC:\Projects\14023a_196.rvtA2.1REFLECTEDCEILINGPLAN14023a04.28.14KLDPMH, KDISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/4" = 1'+0"1REFLECTED CEILING PLANNPROJECTNORTHKEYNOTES + REFLECTED CEILING PLAN201 EXISTING GYP. BD. CEILING FASTENED TO UNDERSIDE OF ROOF JOISTS. PATCH/RE+FINISHGYP. BD. AS REQUIRED FOR LEVEL 4 FINISH. PAINT CEILING (P+3) PRIOR TO INSTALLATION OFEXPOSED SPIRAL DUCTWORK.202 NEW GYP. BD. SOFFIT. PAINT FINISH (P+ 3)203 DECORATIVE STEEL FRAME & PENDANT LIGHT FIXTURE SUPPORT, TO BE SUSPENDED FROMCEILING ABOVE. INTENT IS FOR FRAME TO BE CENTERED ABOVE COUNTER BELOW. REFER TOINTERIOR ELEVATIONS ON DWG.A8. FOR ADDITIONAL INFORMATION.204 EXISTING CEILING TO REMAIN. AT DAMAGED/STAINED TILES, PROVIDE NEW CEILING TILES TOMATCH EXISTING.205 NO FINISHED CEILING WITHIN THIS ROOM.206 PROVIDE LAYER OF PLYWOOD & SECURITY MESH WITH A GYP. BD. FINISH TO UNDERSIDE OFEXISTING WOOD ROOF JOISTS; SEE DETAIL 13/A8.1.207 DASHED LINES REPRESENT COUNTER/PRODUCT DISPLAY BELOW.208 EXISTING 2X4 DIAGONAL BRACING; WRAP 2X4 WITH SHEET METAL & PROVIDE FAUX BASEPLATES @ WALL & CEILING. SEE DETAIL 14/A8.1.209 MANUAL ROLL WINDOW SHADES BY "TIMBER BLIND METRO SHADE", SOLARVUE FABRIC, ORAPPROVED EQUAL. SHADE COLOR & OPACITY TBD.210 PROVIDE NEW GYP. BD. SOFFIT TO CONCEAL EXISTING WOOD LVL FRAMING. SHALL EXTENDBELOW TOP OF DISPLAY WALL; +/+ 9'+0" A.F.F.211 EXPOSED SPIRAL DUCTWORK BELOW FINISHED CEILING; DUCTWORK SHALL REMAINUNPAINTED. SEE MECHANICAL DWGS.212 NEW SUSPENDED CHICAGO STYLE GYP. BD. CEILING.213 APPROXIMATE EXTENTS OF EXISTING ROOF UNITS ABOVE; SEE MECHANICAL DWGS.214 APPROXIMATE EXTENTS OF NEW ROOFTOP UNIT. FINAL LOCATION TBD AFTERRECOMMENDATIONS BY STRUCTURAL ENGINEER; SEE MECHANICAL DWGS.215 PROVIDE NEW CEILING TILES (ACT+1) UTILIZING THE EXISTING CEILING GRID.216 SHARED PENDANT LIGHT FIXTURE CANOPY; SEE ELECTRICAL DWGS.
WHREF.FRZ3REF.403TYP.403TYP.403TYP.403TYP.403TYP.403TYP.403TYP.403TYP.403TYP.CONSULT101CONSULT102INTERACTIVEINFO. STATION104CORRIDOR103MENS105WOMENS106WAITING/QUEUING109SECURITY OFFICE107VESTIBULE108TELE/DATA117UTILITY ROOM116SECURESTORAGE115SALES AREA110STORAGE112BREAK RM.111CORRIDOR119EMPLOYEEOFFICE114WATER RM.113VIDEO CLOSET118CP&2CP&2CP&1CP&1CP&1CP&1402402401VCT&2VCT&3VCT&3VCT&2VCT&3VCT&2CP&2P&4P&4P&440140140140211'&1 1/2"19'&3"1'&0"1'&0"401401P&49'&6 1/4"PARALLELINSTALL402CP&3P&5UNOCCUPIEDSPACEGENERAL FURNITURE PLAN/FINISH PLAN NOTES1. REFER ALSO TO DRAWING A7.1 FOR ADDITIONAL FINISH DESIGNATIONS.2. THIS DRAWING IS CONCEPTUAL IN NATURE AND ISSUED FOR REFERENCE ONLY. ACTUAL FURNITURE MAYVARY AND SHALL BE CONFIRMED WITH THE TENANT.DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2014 VISION 3 ARCHITECTSTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:225 Chapman Street • Providence, RI 02905• Tel. (401) 461&7771 • Fax (401) 461&7772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 399&6776 • Fax (508) 399&7270•www.nadeaucorp.com4/29/2014 7:12:38 AMC:\Projects\14023a_196.rvtA4.1FLOORFINISH PLAN14023a04.28.14KLDPMH, KDISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/4" = 1'&0"1FLOOR FINISH PLANNPROJECTNORTHKEYNOTES & FURNITURE/FINISH PLAN401 PROVIDE RUBBER TRANSITION STRIP BETWEEN VCT AND CARPET FLOOR TRANSITION; BYJOHNSONITE; COLOR:BURNT UMBER #63402 CARPET TO CARPET TRANSITION; NO TRANSITION STRIP REQUIRED.403 FURNITURE; FURNISHED & INSTALLED BY TENANT.
DOORS / FRAMES / HARDWARE NOTES1. VERIFY ALL HARDWARE FUNCTIONS AND KEYING REQUIREMENTS BY SUBMITTAL WITH ARCHITECTPRIOR TO ORDERING HARDWARE. VERIFY ALL KEYING REQUIREMENTS W/ TENANT.2. G.C. SHALL PROVIDE CONSTRUCTION CORES @ ALL LOCATIONS. CORES SHALL BEINTERCHANGEABLE AND WILL BE SUPPLIED AND INSTALLED BY THE TENANT'S LOCKSMITH.3. PROVIDE DOOR AND/OR FRAME MOUNTING PLATES WHERE REQUIRED FOR PROPER CLOSERINSTALLATION.4. PREPARE STEEL FRAMES TO RECEIVE FINISH HARDWARE INCLUDING CUTOUTS, REINFORCING,DRILLING AND TAPPING. WELD EXPOSED MITRED JOINTS CONTINUOUSLY, GRIND, DRESS AND MAKESMOOTH, FLUSH, AND INVISIBLE ALL WELDED JOINTS. SHOP PRIME EXPOSED SURFACES.5. HINGES SHALL BE FULL MORTISE, FIVE KNUCKLE, FLAT TIP, COMMERCIAL BALL BEARING TYPE;STANLEY OR APPROVED EQUAL, UNLESS NOTED OTHERWISE.6. LOCKSETS AND LATCHSETS SHALL BE MEDIUM DUTY COMMERCIAL WITH LEVER STYLE HANDLES INCOMPLIANCE WITH ADA REQUIREMENTS, UNLESS OTHERWISE NOTED.7. INTERIOR DOOR HARDWARE FINISH: SATIN CHROME US26D. EXTERIOR DOOR HARDWARE FINISH: TOMATCH EXSTING.8. ALL NEW INTERIOR DOOR FRAMES TO HAVE FACTORY PRIMED, 16 GA. KNOCKDOWN HOLLOW METAL(UNLESS NOTED OTHERWISE).9. PROVIDE MANUFACTURER'S STANDARD REINFORCING CLIPS AT KNOCK-DOWN FRAME CORNERS.10. ALL DOOR HARDWARE TO BE ADA COMPLIANT.11. UNLESS OTHERWISE NOTED, WOOD DOORS TO BE 5 PLY SOLID CORE. VENEER AND FINISH ASSCHEDULED.12. G.C. TO SUBMIT PRODUCT DATA / SHOP DRAWINGS TO ARCHITECT FOR APPROVAL FOR ALL DOORS,FRAMES, & HARDWARE.13. CAULK ALL AROUND HEAD, JAMB, AND SILL, AT JUNCTURE OF H.M. FRAMES TO WALL FINISH.14. VERIFY FRAME HEIGHTS BASED ON TOP OF SLAB AND FINISH FLOOR CONDITIONS AT EACH FRAME.15. PROVIDE 20 GA DOUBLE STUD FRAMING AT JAMBS.16. PROVIDE 1/2" UNDERCUT AT BOTTOM OF DOORS UNLESS NOTED OTHERWISE.17. THE HINGE SIDE OF ALL DOOR FRAMES SHALL BE LOCATED 4" FROM ADJACENT WALL UNLESSINDICATED/NOTED OTHERWISE @ NEW CONST.18. PROVIDE MIN. (3) JAMB ANCHORS PER JAMB @ NEW DOOR FRAMES.19. ALL DOOR CLOSERS SHALL BE COMPLIANT W/ STATE HANDICAP CODE OPENING FORCEREQUIREMENTS.20. G.C. TO COORDINATE ALL SECURITY CAMERAS, WIRING, ELECTRIC STRIKES ETC. W/ DOOR ANDHARDWARE SUPPLIER AND ELECTRICAL CONTRACTOR.SEALANT, TYP.(BOTH SIDES)1/2"1/2"DOOR AS SCHEDULED(2) 20 GA. MTL. STUDS @ JAMBJAMB ANCHORS;(3) MIN. PER JAMBDOOR FRAME AS SCHEDULED2"5/8"HEAD DTL. SIM.FRAME TYPE AHOLLOW METALKNOCK DOWNFRAME2"VARIES2"VARIES2"FRAME TYPE BFULLY WELDED, PRE-PRIMED, A60 HOLLOWMETAL FRAME2"VARIES2"VARIES2"2"3'-0"2"2'-0"2"2"6'-8"4"7'-2"FULLY WELDED, PRE-PRIMED, HOLLOWMETAL DOOR FRAME &SIDELIGHTCLEAR TEMPEREDGLASS SIDELIGHT.FRAME TYPE CHARDWARE SCHEDULE3 BUTT HINGES1 PRIVACY LOCKSET1 DOOR STOP3 SILENCERS3 BUTT HINGES1 LOCKSET (TBD)1 CLOSER1 ELECTRIC STRIKE1 CONTROL ACCESS DEVICE*3 SILENCERS1 DOOR STOP* CONTROL ACCESS DEVICEFURNISHED & INSTALLED BE TENANT'SVENDOR; SEE ELECTRICAL DWGS.FOR ROUGH-IN REQUIREMENTS BYELECTRICAL CONTRACTOR.** LOCKSET TO ALLOW FREE EGRESSAT ALL TIMES3 BUTT HINGES1 OFFICE LOCKSET1DOOR STOP3 SILENCERSHW-01HW-02- EXISTING HINGES TO REMAIN.- NEW ENTRANCE LOCKSET- PROVIDE NEW WEATHERSTRIPPING* CONTROL ACCESS DEVICE FURNISHED& INSTALLED BE TENANT'S VENDOR;SEE ELECTRICAL DWGS. FORROUGH-IN REQUIREMENTSBY ELECTRICAL CONTRACTOR.** LOCKSET TO ALLOW FREE EGRESS ATALL TIMESHW-053 BUTT HINGES1 STOREROOM LOCKSET1 DOOR STOP3 SILENCERSHW-03HW-043 BUTT HINGES1 ALARM PANIC DEVICE1DOOR STOP3 SILENCERS*NO LEVER ON PULL SIDE OF DOORS#103 & 119HW-06DOOR TYPE FDOOR TYPE FGFLUSH, SOLID CORE,PREFINISHED WHITEMAPLE WOODVENEER DOORDOOR TYPE F1CLEAR TEMPEREDGLASS INSETFLUSH, SOLID CORE,PREFINISHED WHITEMAPLE WOODVENEER DOORFLUSH, PRE-PRIMED,16 GA. HOLLOWMETAL DOOR.6"6"6"10"AS SCHEDULEDAS SCHEDULEDAS SCHEDULEDAS SCHEDULEDAS SCHEDULEDAS SCHEDULEDFINISH NOTES1. PROVIDE PRIMERS AND UNDERCOATS BY SAME MANUFACTURER OF FINISH COAT. USE ONLY THINNERSAPPROVED BY PAINT MANUFACTURER AND USE ONLY WITHIN RECOMMENDED LIMITS.2. PROVIDE THE FOLLOWING PAINT SYSTEMS BASED ON SUBSTRATE MATERIALS:2.1.GYPSUM DRYWALL WALLS/CEILINGS/SOFFITS:EGGSHELL ACRYLIC-ENAMEL FINISH:TWO COATS OVER PRIMER2.1.1.PRIMER: INTERIOR GYP. BD. PRIMER.2.1.2.FINISH COATS: INTERIOR EGGSHELL ACRYLIC ENAMEL.2.2.INTERIOR METAL FRAMES AND METAL TRIM:SEMI GLOSS ACRYLIC-ENAMEL FINISH:TWO COATS OVER A PRIMER2.2.1.PRIMER: INTERIOR FERROUS-METAL PRIMER.2.2.2.FINISH COATS: INTERIOR SEMI GLOSS ACRYLIC ENAMEL.3. ALL FINISHES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTENINSTRUCTIONS.4. PROVIDE RUBBER COVE BASE AT VINYL TILE FLOORS. PROVIDE RUBBER STRAIGHT BASE AT CARPETEDFLOORS.5. PAINT ALL ELECTRIC BACKBOARDS (ALL SIDES AND EDGES BEFORE MOUNTING). PAINT EXPOSEDELECTRIC PANELS (2 COATS BEFORE MOUNTING), EXPOSED ELECTRICAL RACEWAYS, BOXES ANDFITTINGS.6. PROVIDE TRANSITION STRIPS AT JUNCTION OF DISSIMILAR FLOORING MATERIALS. IF NOT OTHERWISENOTED, PROVIDE RUBBER STRIPS AT JUNCTION OF CARPET AND VINYL; SEE FINISH FLOOR PLAN ON DWGA4.1.7. SUBMIT SAMPLES OF ALL COLORS ON VARIOUS SUBSTRATE MATERIALS SPECIFIED ON DRAWINGS, ASWELL AS ANY COLOR SUBSTITUTIONS REQUESTED BY OWNER, UNTIL FINAL APPROVAL OF PAINT ANDSTAIN COLORS IS OBTAINED.8. THE FLOORING CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE SITE AND OBSERVE THE CONDITIONOF THE EXISTING CONCRETE FLOOR SLAB. THERE ARE AREAS THROUGHOUT THE FLOOR WITH EXPOSEDCONCRETE SLAB ON GRADE AS A RESULT OF PREVIOUS RENOVATIONS. BASED ON THOSEOBSERVATIONS, THE FLOORING CONTRACTOR SHALL PROVIDE A REASONABLE ALLOWANCE FOR FLOORPREP.IN ADDITION, THE FLOORING CONTRACTOR SHALL PERFORM MOISTURE TESTING ON THE EXISTING SLAB TODETERMINE THE COMPATIBILITY OF ADHESIVES PER THE SPECIFIED FLOORING MANUFACTURER'SINSTALLATION RECOMMENDATIONS.DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2014 VISION 3 ARCHITECTSTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:225 Chapman Street • Providence, RI 02905• Tel. (401) 461-7771 • Fax (401) 461-7772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 399-6776 • Fax (508) 399-7270•www.nadeaucorp.com4/29/2014 6:47:55 AMC:\Projects\14023a_196.rvtA7.1SCHEDULES14023a04.28.14KLDPMH, KDISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060DOOR SCHEDULESYM.DOORFRAMEDOORHARDWARESETDETAILSREMARKS/USETYPE PANEL QTY.SIZEMATERIAL RATINGFINISHTYPE MATERIAL RATINGFINISHHEAD JAMB SILLDOOR PANELWIDTHHEIGHT THICKNESSPUSH PULLPUSH PULL103 EXI SINGLE 3' - 0" 7' - 0" 1 3/4" EXI - EXI EXI EXI EXI - P-2 ETR HW-06* EXI EXI - *RE-USE ANY SALVAGABLE EXISTING HARDWARE.105 F SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD - PRE-FIN PRE-FIN A H.M. - P-2 P-2 HW-01 1/A7.1 SIM 1/A7.1 -106 F SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD - PRE-FIN PRE-FIN A H.M. - P-2 P-2 HW-01 1/A7.1 SIM 1/A7.1 -107 FG SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD/GLASS - PRE-FIN PRE-FIN C H.M. - P-2 P-2 HW-02 1/A7.1 SIM 1/A7.1 -108A EXI SINGLE 3' - 0" 7' - 0" 1 3/4" EXI - EXI EXI EXI EXI - EXI. EXI. HW-02* EXI EXI - *DOOR TO BE TIED INTO CONTROL @ SECURITY DESK.108B EXI SINGLE 3' - 0" 7' - 0" 1 3/4" EXI - EXI EXI EXI EXI - EXI. EXI. HW-05* EXI EXI - *EXISTING ALUMINUM STOREFRONT DOOR TO BE TIEDINTO CONTROL @ SECURITY DESK.111A F SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD - PRE-FIN PRE-FIN AH.M. - P-2 P-2 HW-02 1/A7.1 SIM 1/A7.1 -111B F SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD - PRE-FIN PRE-FIN AH.M. - P-2 P-2 HW-06 1/A7.1 SIM 1/A7.1 -112 F SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD - PRE-FIN PRE-FIN A H.M. - P-2 P-2 HW-03 1/A7.1 SIM 1/A7.1 -113 EXI SINGLE 3' - 0" 7' - 0" 1 3/4" EXI - EXI P-1 EXI EXI - P-2 P-2 ETR EXI EXI -114 F SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD - PRE-FIN PRE-FIN A H.M. - P-2 P-2 HW-04 1/A7.1 SIM 1/A7.1 -115 F1 SINGLE 3' - 0" 7' - 0" 1 3/4" H.M. - P-2 P-2 B H.M. - P-2P-2 HW-02 1/A7.1 SIM 1/A7.1 -116 EXI SINGLE 3' - 0" 7' - 0" 1 3/4" EXI - P-1 EXI EXI EXI - P-2 P-2 ETR EXI EXI -117 EXI SINGLE 3' - 0" 7' - 0" 1 3/4" EXI - EXI EXI EXI EXI - P-2 P-2 ETR EXI EXI -118 F SINGLE 3' - 0" 7' - 0" 1 3/4" WOOD - PRE-FIN PRE-FIN A H.M. - P-2 P-2 HW-03 1/A7.1 SIM 1/A7.1 - PROVIDE 24" x 24" DOOR GRILL119 EXI SINGLE 3' - 0" 7' - 0" 1 3/4" EXI - EXI EXI EXI EXI - P-2 EXI. HW-06* EXI EXI 3" = 1'-0"1JAMB DETAILFINISH LEGENDSYM. DESCRIPTION MANUFACTURER / MODEL NO. COLOR / NUMBER TEXTURE / FINISHFLAME SPREAD SMOKEDEVELOPMENTCommentsACT-1 2x4 ACOUSTIC CEILINGTILEARMSTRONG - FINE FISSUREDSQ. LAY-IN (1830)WHITECLASS A RESTROOMS - USE WITH EXISTING 15/16" GRIDACT-2 2x2 ACOUSTIC CEILINGTILEARMSTRONG - CIRRUSBEVELED TEGULAR (589WH)WHITECLASS A PROVIDE 9/16" SUPRAFINE EXPOSED TEE GRIDCP-1 18 X 36 CARPET TILE SHAW CONTRACT GROUP -OVERLAY TILE 959598)CONTOUR #95330FIELDCP-2 18 X 36 CARPET TILE SHAW CONTRACT GROUP -COLOUR PLANK TILE (59595)SAXONY BLUE(#95405)ACCENTCP-3 WALK-OFF MAT MATS INC. - BERBER CHARCOALENTRY VESTIBULEML-1 METAL LAMINATE CHEMETAL BRUSHED PEWTERALUMINUM #916PRODUCT DISPLAY SHELVESP-1 INTERIOR PAINT SHERWIN WILLIAMS SILVERPLATE(SW7649)EGGSHELLFIELD PAINTP-2 INTERIOR PAINT SHERWIN WILLIAMS IRON ORE (SW7069) SEMI-GLOSSDOOR FRAME PAINTP-3 INTERIOR PAINT SHERWIN WILLIAMS CEILING BRIGHTWHITE (SW7007)FLATCEILING/SOFFIT PAINTP-4 INTERIOR PAINT SHERWIN WILLIAMS GAUNTLET GRAY(SW7019)EGGSHELLACCENTP-5 INTERIOR PAINT SHERWIN WILLIAMS GREAT FALLS(SW6495)EGGSHELLACCENTP-6 INTERIOR PAINT SHERWIN WILLIAMS RESOLUTE BLUE(SW6507)EGGSHELLACCENT PAINT - MENS RESTROOMP-7 INTERIOR PAINT SHERWIN WILLIAMS OBI LILAC (SW6556)EGGSHELLACCENT PAINT - WOMENS RESTROOMPL-1 PLASTIC LAMINATE PIONITE GRAY LINEN # AG431SECURITY ROOMPL-2 PLASTIC LAMINATE PIONITE SILVIO # WY131BREAK ROOM CABINETSPL-3 PLASTIC LAMINATE PIONITE GRAPHITE TALC#AG361BREAK ROOM COUNTERPL-4 PLASTIC LAMINATE PIONITE ICE WHITE #SW813DISPLAY CASEPL-5 METAL LAMINATE CHEMETAL BRUSHED PEWTERALUMINUM #916FINISHED END PANELPP-1 1/4" POLYCARBONATEPANEL3 FORM - CHROMA LAWNCLASS C 3 FORM VAPOR X 1 TO BE APPLIED TO BACK OF PANEL.PP-2 1" POLYCARBONATEPANEL3 FORM - CHROMA GHOSTCLASS CPP-3 3/8" POLYCARBONATEPANEL3 FORM - VARIA ECORESIN TIMBER LONGITUDENATURALSANDSTONE (BOTHSIDES)CLASS BRB-1 4" RUBBER BASE JOHNSONITE BURNT UMBER (63)VCT-1 12" X 12" VINYLCOMPOSITION TILEARMSTRONG - STANDARDEXCELONSTERLING 951904)VCT-2 12" X 24" VINYLCOMPOSITION TILEJOHNSONITE- AZROCK TEXTILE BERBER GREY(V-289)VCT-3 12" X 24" VINYLCOMPOSITION TILEJOHNSONITE- AZROCK TEXTILE WOOLLY WOOLLY(V-287)WD-1 4" WIDE RECLAIMEDWOOD PLANKPIONEER MILLWORKS DOUGLASFIR-KNOTTY & NAILYUNFINISHEDWOOD PLANKS SHALL BE 4" WIDE ACTUAL (NOT NOMINAL) - 5/8"TONGUE/GROOVE U.N.O.WD-1 ALT. ALTERNATE 4" WIDERECLAIMED WOOD PLANKPIONEER MILLWORKS RECLAIMED ELM UNFINISHEDWOOD PLANKS SHALL BE 4" WIDE ACTUAL (NOT NOMINAL) - 5/8"TONGUE/GROOVE U.N.O.; REFER TO BID ALTERNATE ON DWG A0.1 3/8" = 1'-0"FRAME TYPE LEGEND 3/8" = 1'-0"DOOR TYPE LEGENDROOM FINISH SCHEDULEROOM NO. ROOM NAME FLOOR BASEWALLSCEILINGREMARKSNORTH EAST SOUTH WEST01 First Floor101 CONSULT CP-2 RB-1 P-1 - - P-1 GYP. BD. / P-3102 CONSULT CP-2 RB-1 P-1 - - - GYP. BD. / P-3103 CORRIDOR CP-1 RB-1 P-1 P-1 P-1 P-1 GYP. BD. / P-3104 INTERACTIVE INFO.STATIONCP-1 RB-1 P-1 P-5 P-1 P-1 GYP. BD. / P-3105 MENS VCT-2/VCT-3* RB-1 P-1 P-1 P-6 P-1 **EXI *REFER TO FINISH FLOOR PLAN FOR MORE INFORMATION ON DWG. A4.1 ** EXISTING GRID TOREMAIN; PROVIDE NEW CEILING TILES (ACT-1)106 WOMENS VCT-2/VCT-3* RB-1 P-1 P-1 P-1 P-7 **EXI *REFER TO FINISH FLOOR PLAN FOR MORE INFORMATION ON DWG. A4.1 ** EXISTING GRID TOREMAIN; PROVIDE NEW CEILING TILES (ACT-1)107 SECURITY OFFICE CP-1 RB-1 P-1 P-1 P-1 P-1 ACT-2108 VESTIBULE CP-3 RB-1 P-5 P-1 P-1 P-1 GYP. BD. / P-3109 WAITING/QUEUING CP-1/CP-2* RB-1 *P-1/P-4 P-1 *P-1/P-5*P-1/P-4 GYP. BD. / P-3 *REFER TO FINISH FLOOR PLAN FOR MORE INFORMATION ON DWG. A4.1110 SALES AREA CP-1 RB-1 P-1 P-1 P-1 P-1 ACT-2111 BREAK RM. VCT-2/VCT-3* RB-1 *P-4 P-1 P-1 P-1 ACT-2 *REFER TO FINISH FLOOR PLAN FOR MORE INFORMATION ON DWG. A4.1112 STORAGE VCT-1 RB-1 P-1 P-1 P-1 P-1 -113 WATER RM. VCT-2 EXI P-1 P-1 P-1 P-1 EXI114 EMPLOYEE OFFICE CP-1 RB-1 P-1 P-1 P-1 P-1 ACT-2115 SECURE STORAGE VCT-1 RB-1 P-1 P-1 P-1 P-1 GYP. BD. / P-3116 UTILITY ROOM VCT-1 EXI P-1 P-1 P-1 P-1 EXI117 TELE/DATA VCT-1 EXI P-1 P-1 P-1 P-1 EXI118 VIDEO CLOSET VCT-1 RB-1 P-1 P-1 P-1 P-1 -119 CORRIDOR CP-1 RB-1 P-1 P-1 *P-1/P-4 P-1 ACT-2 *REFER TO FINISH FLOOR PLAN FOR MORE INFORMATION ON DWG. A4.1
T ectonic Copyrig ht 20077'6"10'0"
1 1/2"EQ.1 1/2"EQ.1 1/2"EQ.1 1/2"
2"2"10"1/2"1'1 1/2"4'0"1'1 1/2"1/2"10"8'0"814
TYP.
810
815
TYP.
816
TYP.
815
TYP.TYP.6"TYP.6"817
TYP.7'6"814
TYP.
4'10 1/2"1 1/2"4'0"1 1/2"4'10 1/2"1 1/2"4'0"1 1/2"10"1/2"1'1 1/2"4'0"1'1 1/2"1/2"10"8'0"810 810
815
TYP.
815
TYP.
816
TYP.
814
TYP.
817
TYP.TYP.6"TYP.6"TYP.6"TYP.6"810
6'0"5'4"10'0"1'6"8'6"EQ.12'0"EQ.6'4"5'8"2'6"EQ EQ EQ
807
TYP.
811
810
TYP.
RB1
813
TYP.
812
3
A8.4
EQ.EQ.
836
836
831
832
PL5
12
A8.4
3'6"6"3'0"3'6"2'10"MAX.3'4"823
824
821
822
821
RB1
833
1'0"9"2'0"3'6"1'0"
822
821
RB1
825
826 (WOMENS ONLY)2'6"3'8"1'6"2"3'8"2"4'0"1'4"6"4'8"10 1/2"1 1/2"2"4'0"2"
EQ.4'4"EQ.
R
0' 3"
807
TYP.
RB1
806 PL1
803 PL1
805
804
802
801
3'6"5
A8.4 4'0"3'0"2"3'8"2"6'0"2'2 1/2"
2"5'8"2"2'6"3'8"3'8"
807
TYP.
RB1
806 PL1
802
801
EQ EQ
834
2'10"4"1'4"2'6"FILLER
+/ 2"
2'8"2'8"1'3"3'0"2'8"2 1/2"
2 1/2"2'8"3'0"
818 PL2
806PL3
819
820
830
821
PL2
2
A8.4
4
A8.4
7
A8.4
836 4'0"827
828
829
3'0"3'4"STEEL WASHER, NUT, AND
BOLT
STEEL CHANNEL; EXPOSED,
UNPAINTED STEEL.
1 1/2"1 1/2"3/4"
1 1/2" SQUARE TUBE VERTICAL
POSTS
STEEL WASHER, NUT, AND
BOLT
STEEL CHANNEL; EXPOSED,
UNPAINTED STEEL.
1 1/2" SQUARE TUBE VERTICAL
POSTS
3/8" POLYCARBONATE
PANEL (PP3)
1 1/4"
3/4"
1/4"
A8.1
133'10 3/4"5 1/2"8'0"+/ 13'10 1/2"
1/2" PLYWOOD; ATTACH TO
METAL STUD FRAMING
STEEL SECURITY MESH; BY
'AMICO,' ASM.7513F MEDIUM
SECURITY SCREEN.
5/8" IMPACT RESISTANT GYP.
BD. CEILING
6" 18 GA. METAL STUD
CEILING FRAMING @ 16" O.C.
WALL AS SCHEDULED, SEE
FLOOR PLAN
EXISTING WOOD
STUD TO BE
WRAPPED W/ 20 GA.
STEEL SHEET METAL.6"EXPOSED
WASHER & BOLT
1"1"3/8" STEEL PLATE; EXPOSED,
UNPAINTED STEEL.1'0"
EQ.EQ.
DRAWING TITLE:
DRAWING NO.:
REVISIONS:
DATE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
C 2014 VISION 3 ARCHITECTS
THESE DOCUMENTS HAVE BEEN
PREPARED SPECIFICALLY FOR THE
PROJECT LISTED ABOVE. 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:225 Chapman Street • Providence, RI 02905• Tel. (401) 4617771 • Fax (401) 4617772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 3996776 • Fax (508) 3997270•www.nadeaucorp.com4/29/2014 7:14:48 AMC:\Projects\14023a_196.rvtA8.1
INTERIOR
ELEVATIONS
14023a
04.28.14
KLD
PMH, KD
ISSUED FOR
CONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/2" = 1'0"1 101 CONSULT
1/2" = 1'0"2 103 CORRIDOR
1/2" = 1'0"3 104 INTERACTIVE INFO STATION
1/2" = 1'0"4 105 MENS EAST
1/2" = 1'0"5 105 MENS SOUTH
1/2" = 1'0"7 107 SECURITY OFFICE SOUTH
1/2" = 1'0"8 107 SECURITY OFFICE WEST
1/2" = 1'0"9 111 BREAK RM.
1/2" = 1'0"6 105 MENS NORTH
KEYNOTES INTERIOR ELEVATIONS
801 HOLLOW METAL FRAME W/ PAINT FINISH.
802 CLEAR TEMPERED GLAZING; GLASS FABRICATOR TO SIZE THICKNESS OF GLASS AS
REQUIRED.
803 PLASTIC LAMINATE TRANSACTION COUNTER.
804 PROVIDE 5" DIA. VOID IN CLEAR TEMPERED GLASS PANEL FOR VERBAL COMMUNICATION.
SMOOTH ALL EDGES AROUND VOID.
805 PASSTHRU TRANSACTION OPENING.
806 PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH.
807 MTL. COUNTERTOP BRACKET, ADA COMPLIANT BY "A & M" HARDWARE OR APPROVED
EQUAL; MOUNT 4'0" O.C. MAX. COLOR: BLACK.
810 LIGHT FIXTURE; SEE REFLECTED CEILING PLAN ON DWG. A2.1
811 DECORATIVE STEEL FRAME SUSPENDED FROM GYP. BD. CEILING; TO BE CONSTRUCTED
OF 1 1/2" SQUARE TUBE STEEL VERTICAL MEMBERS WELDED TO 1" SQUARE TUBE STEEL
HORIZONTAL MEMBERS. VERTICAL MEMBERS TO BE WELDED TO A SQUARE 3 1/2" X 1/4"
STEEL PLATE AND BOLTED TO THE CEILING. G.C. SHALL COORDINATE NESTED WOOD
BLOCKING ABOVE GYP. BD. CEILING AS REQUIRED FOR ATTACHMENT OF THE SUSPENDED
STEEL FRAME. REFER ALSO TO REFLECTED CEILING PLAN ON DWG. A2.1.
812 RECLAIMED WOOD COUNTER W/ PLYWOOD SUBSTRATE.
813 ELECTRONIC DISPLAYS; FURNISHED AND INSTALLED BY TENANT. COORDINATE
COUNTERTOP GROMMET LOCATIONS IN FIELD.
814 1 1/2" SQUARE TUBE VERTICAL POSTS WELDED TO 4" X 4" X 1/2" STEEL BASE PLATES.
815 1 1/2" X 1/2" RECTANGULAR TUBE STEEL HORIZONTAL MEMBERS; TO BE WELDED TO
VERTICAL POSTS.
816 POLYCARBONATE PANEL (PP2) SET WITHIN THE WELDED STEEL FRAME.
817 POLYCARBONATE PANEL FASTENER; SEE DETAILS 11/A8.1 & 12/A8.1
818 MDF WALL CABINET WITH PLASTIC LAMINATE FINISH; PROVIDE ADJUSTABLE SHELVES AS
SHOWN.
819 MDF BASE CABINET WITH PLASTIC LAMINATE FINISH; PROVIDE ADJUSTABLE SHELVES AS
SHOWN.
820 COUNTER W/ ANGLED, REMOVABLE ADA UNDER COUNTER BRACKET.
821 PLUMBING FIXTURE; SEE PLUMBING DWGS.
822 42" GRAB BARS; SEE ELEVATIONS; 'BOBRICK,' B5806 99 X 42.
823 EXISTING MIRROR TO REMAIN; CONFIRM MOUNTING HEIGHT DOES NOT EXCEED DISTANCE
ON ELEVATION.
824 LIQUID SOAP DISPENSER; INSTALL 44" A.F.F. TO PUMP; FURNISHED & INSTALLED BY
TENANT'S VENDOR.
825 SURFACE MOUNTED TOILET TISSUE DISPENSER; FURNISHED & INSTALLED BY TENANT'S
VENDOR.
826 SURFACE MOUNTED SANITARY NAPKIN DISPENSER; 'BOBRICK' B270 CONTURA SERIES.
827 SURFACE MOUNTED ROLL PAPER TOWEL DISPENSER; FURNISHED & INSTALLED BY
TENANT'S VENDOR.
828 SURFACE MOUNTED WASTE RECEPTACLE, 'BOBRICK,' B2 77 CONTURA SERIES.
829 NEW COAT HOOK, MOUNTED TO INSIDE OF DOOR & CENTERED ON WIDTH OF DOOR;
INSTALL HOOK 48" A.F.F. TO CENTERLINE; 'BOBRICK,' B6707.
830 REFRIGERATOR; FURNISHED AND INSTALLED BY TENANT.
831 MDF END PANEL W/ PLASTIC LAMINATE FINISH.
832 EXISTING DIAGONAL 2X4 WRAPPED WITH STEEL SHEET & FAUX WALL PLATE. SEE
REFLECTED CEILING PLAN ON DWG A2.1. & DETAIL 14/A8.1
833 PROVIDE PIPE INSULATION UNDER SINK PER ADA REQUIREMENTS; SEE PLUMBING DWGS.
834 3/8" CLR. SILICONE BUTTJOINT.
836 EXISTING EXTERIOR WINDOW TO REMAIN.
6" = 1'0"11 ELEVATION @ STEEL FASTENER
6" = 1'0"12 PLAN SECTION @ STEEL FASTENER
1/2" = 1'0"10 PARTIAL SECTION SECURE STORAGE
1 1/2" = 1'0"13 SECTION SECURE STORAGE WALL
3" = 1'0"14
DETAIL @ FAUX STEEL PLATE WALL &
CEILING
(106 WOMENS SIM.)(106 WOMENS SIM.)(106 WOMENS SIM.)
1. THE DESIGN INTENT IS FOR THE COUNTER TO BE FABRICATED IN (4) FOUR SEPARATE SECTIONS,
BROUGHT TO THE SITE AND THE VERTICAL SUPPORT PANELS TO BE BOLTED TOGETHER. SEE
KEYNOTES AND DETAILS FOR ADDITIONAL INSTRUCTION.
2. ALL STEEL MEMBERS SHALL BE HOT ROLLED STEEL. THE INTENT IS THAT ALL STEEL WILL BE LEFT
EXPOSED WITH NO PRIME OR PAINT FINISH.
3. ALL EXPOSED WELDS SHOULD BE CONTINUOUS, AS CLEAN AND MINIMAL AS POSSIBLE. BECAUSE
THE DESIGN INTENT IS TO LEAVE ALL OF THE STEEL EXPOSED, WE DO NOT WANT GRINDING OF ANY
OF THE WELD JOINTS.
4. A PRECONSTRUCTION CONFERENCE BETWEEN THE ARCHI TECT, CONSTRUCTION MANAGER,
MILLWORKER AND STEEL FABRICATOR SHALL TAKE PLACE PRIOR TO FABRICATION & CONSTRUCTION.
5. SHOP DRAWINGS SHALL BE SUBMITTED FOR BOTH MISC. METALS ASSEMBLY AND MILLWORK
COMPONENTS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
GENERAL STEEL FABRICATION NOTES
1'0"6'6"6'10"7'2"852
870
TYP.
868
TYP.
851857
855
858
8713'6"EQ EQ1'6"12'6 1/2"
1 1/2"EQ.1 1/2"EQ.1 1/2"
9
A8.4
8
A8.4
1'0"6'6"6'10"7'2"852
870
TYP.
868
TYP.
858851857
855
858
8713'6"EQEQ1'6"13'2"
1 1/2"EQ.1 1/2"EQ.1 1/2"
9
A8.4
8
A8.4
1'0"6'6"6'10"7'2"852
870
TYP.
868
TYP.
858
851857
855 852
858
8713'6"EQ EQ1'6"15'8 1/2"
1 1/2"EQ.1 1/2"EQ.1 1/2"
8
A8.4
9
A8.4
857
865 863
TYP.
860 TYP.
859 TYP.
861 TYP.
862 TYP.
867
TYP.
866
TYP.
864
TYP.
858
2'0"2'0"2'0"2'0"2'0"2'0"
866
TYP.
8
A8.4
9
A8.4
2'0"2'0"2'0"2'0"2'0"2'0"
857
865 863
TYP.
860 TYP.
859 TYP.
861 TYP.
862 TYP.
867
TYP.
866
TYP.
864
TYP.
858
866
TYP.
9
A8.4
8
A8.4
2'0"2'0"2'0"2'0"2'0"2'0"
857
865 863
TYP.
860 TYP.
859 TYP.
861 TYP.
862 TYP.
867
TYP.
866
TYP.
864
TYP.
866
TYP.
858
9
A8.4
8
A8.4
A8.2
4
A8.2
5
A8.26
A8.210
A8.2
9
A8.2
8
859
TYP.
860
TYP.
851
857
859
TYP.
860
TYP.
851
857
859
TYP.
860
TYP.
852
852
852
851
857
858
852
858
858
851
BELOW
BELOW
BELOW
4'11 3/4"4'0"6'11"EQ.4'0"EQ.4'2"4'0"4'9"121°135°12'11"12'11"15'10 3/4"7'10"858 SIM
(SINGLE PLATE)
9
A8.4
9
A8.4
8
A8.4
8
A8.4
8
A8.4
9
A8.4
852
870
TYP.
868
TYP.
858
851
8553'0"EQ EQ
871
8
A8.4
SIM. (3'0"
COUNTER
HEIGHT)5'4 1/2"3"4'10 1/2"3"4'0"878
TYP.
3 1/2"1'8"3 1/2"
2'3"
851
852
872
873
874
875
4'10 1/2"
3/8"4'3"3/8"
4'0"4'7 1/2"2'1 1/2"2'6"1
A8.4
DRAWING TITLE:
DRAWING NO.:
REVISIONS:
DATE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
C 2014 VISION 3 ARCHITECTS
THESE DOCUMENTS HAVE BEEN
PREPARED SPECIFICALLY FOR THE
PROJECT LISTED ABOVE. 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:225 Chapman Street • Providence, RI 02905• Tel. (401) 4617771 • Fax (401) 4617772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 3996776 • Fax (508) 3997270•www.nadeaucorp.com4/29/2014 7:14:51 AMC:\Projects\14023a_196.rvtA8.2
INTERIOR
ELEVATIONS
& DETAILS
14023a
04.28.14
KLD
PMH, KD
ISSUED FOR
CONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/2" = 1'0"6 SALES COUNTER ELEVATION EXTERIOR
1/2" = 1'0"5 SALES COUNTER ELEVATION EXTERIOR
1/2" = 1'0"4 SALES COUNTER ELEVATION EXTERIOR
1/2" = 1'0"10 SALES COUNTER ELEVATION INTERIOR
1/2" = 1'0"9 SALES COUNTER ELEVATION INTERIOR
1/2" = 1'0"8 SALES COUNTER ELEVATION INTERIOR
1/2" = 1'0"1 ENLARGED PLAN SALES COUNTER
1/2" = 1'0"3 ADA SALES COUNTER ELEVATION EXTERIOR
2 AXONOMETRIC VIEW SALES COUNTER
1. THE DESIGN INTENT IS FOR THE COUNTER TO BE FABRICATED IN (4) FOUR SEPARATE SECTIONS,
BROUGHT TO THE SITE AND THE VERTICAL SUPPORT PANELS TO BE BOLTED TOGETHER. SEE
KEYNOTES AND DETAILS FOR ADDITIONAL INSTRUCTION.
2. ALL STEEL MEMBERS SHALL BE HOT ROLLED STEEL. THE INTENT IS THAT ALL STEEL WILL BE LEFT
EXPOSED WITH NO PRIME OR PAINT FINISH.
3. ALL EXPOSED WELDS SHOULD BE CONTINUOUS, AS CLEAN AND MINIMAL AS POSSIBLE. BECAUSE
THE DESIGN INTENT IS TO LEAVE ALL OF THE STEEL EXPOSED, WE DO NOT WANT GRINDING OF ANY
OF THE WELD JOINTS.
4. A PRECONSTRUCTION CONFERENCE BETWEEN THE ARCHI TECT, CONSTRUCTION MANAGER,
MILLWORKER AND STEEL FABRICATOR SHALL TAKE PLACE PRIOR TO FABRICATION & CONSTRUCTION.
5. SHOP DRAWINGS SHALL BE SUBMITTED FOR BOTH MISC. METALS ASSEMBLY AND MILLWORK
COMPONENTS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
KEYNOTES INTERIOR ELEVATIONS & DETAILS
851 HORIZONTAL PLANK RECLAIMED WOOD (WD1).
852 3/8" STEEL ANGLE; REFER TO DETAILS FOR ANGLE SPECIFICATIONS.
853 PRODUCT DISPLAY SHELVES.
854 COMMERICAL BEVERAGE COOLER BY 'SUMMIT' (#SCR1400W); FURNISHED AND INSTALLED
BY TENANT. SEE ELECTRICAL DWGS.
855 ILLUMINATED POLYCARBONATE PANEL (PP1)
856 GYP. BD. WALL BEYOND.
857 GLASS DISPLAY CASE, INTEGRAL TO CUSTOM MILLWORK COUNTER.
858 3/8" VERTICAL STEEL PLATE SUPPORT W/ ANGLE BASE. AT INTERSECTION OF ANGLES,
VERTICAL STEEL PLATES TO ABUT AND SHALL BE BOLTED TOGETHER, SEE DETAILS ON
DWG. A8.4.
859 LABEL/RECEIPT PRINTERS; FURNISHED AND INSTALLED BY TENANT. COORDINATE
GROMMET LOCATIONS IN COUNTER IN THE FIELD.
860 MONITOR AND MONITOR POST; FURNISHED AND INSTALLED BY TENANT. COORDINATE CUT
OUT IN COUNTER FOR WIREMANAGEMENT POST.
861 UNDERCOUNTER KEYBOARD/MOUSE TRAY; FURNISHED AND INSTALLED BY TENANT.
862 CPU; FURNISHED AND INSTALLED BY TENANT.
863 UNDERCOUNTER CASH DRAWER W/ UNDERCOUNTER MOUNTI NG BRACKET; FURNISHED
AND INSTALLED BY TENANT.
864 3/4" MDF SHELF W/ PLASTIC LAMINATE FINISH.
865 ILLUMINATED POLYCARBONATE SHELVES (PP2) W/ LED STRIP FIXTURES; SEE REFERENCE
DETAILS.
866 STEEL ANGLE SUPPORT BRACKETS; SEE REFERENCED DETAILS FOR SIZES.
867 CONTINUOUS LIGHT FIXTURE (SHOWN DASHED); SEE REFERENCED DETAILS & ELECTRICAL
DWGS.
868 PENDANT LIGHT FIXTURE TO BE SUSPENDED FROM STEEL FRAME; CABLE OF PENDANTS
TO WRAP AROUND STEEL FRAME TO SHARED CANOPY CONNECTION @ GYP. BD.
CEILING.SEE REFLECTED CEILING PLAN ON DWG. A2.1 AND ELECTRICAL DWGS.
870 DECORATIVE STEEL FRAME SUSPENDED FROM GYP. BD. CEILING; TO BE CONSTRUCTED
OF 1 1/2" SQUARE TUBE STEEL VERTICAL MEMBERS WELDED TO 1" SQUARE TUBE STEEL
HORIZONTAL MEMBERS. VERTICAL MEMBERS TO BE WELDED TO A SQUARE 3 1/2" X 1/4"
STEEL PLATE AND BOLTED TO THE CEILING. G.C. SHALL COORDINATE NESTED WOOD
BLOCKING ABOVE GYP. BD. CEILING AS REQUIRED FOR ATTACHMENT OF THE SUSPENDED
STEEL FRAME. REFER ALSO TO REFLECTED CEILING PLAN ON DWG. A2.1.
871 POLYCARBONATE PANEL BUTTJOINTS; INSTALL AJOININ G PANELS TIGHT TO ONE
ANOTHER.
872 1" ROUND ELECTRICAL CONDUIT TO BE USED AS VERTICAL WIRE CHASE FOR LINEAR LIGHT
FIXTURE; SEE ELECTRICAL DWGS.
873 GLASS DISPLAY CASE; HALF VISION FRAMELESS SHOWCASE BY 'SUBASTRAL INC.'
874 3/8" HORIZONTAL STEEL BAR/LINEAR LIGHT FIXTURE (SHOWN DASHED); SEE DETAIL ON
A8.4.
875 3/8" THICK VERTICAL STEEL FIN; SEE ELEVATION DETAIL 6/A8.4 FOR SIZE OF VOID IN STEEL
PLATE.
876 TRANSITION BETWEEN STEEL ANGLE AND STEEL FLAT BAR.
877 VERTICAL 3 1/2" X 3/8" STEEL FLAT BAR. WELD BOTTOM OF BAR TO TOP OF STEEL ANGLE
LEG.
878 LOWER ANGLES SHALL BE CUT @ 45° & WELDED TOGETHER W/ MITRED CORNERS.
879 3 1/2" X 6" X 3/8" STEEL ANGLE
11 AXONOMETRIC VIEW DISPLAY CASE
1/2" = 1'0"12 ENLARGED PLAN DISPLAY CASE
1/2" = 1'0"13 ELEVATION @ DISPLAY CASE
GENERAL STEEL FABRICATION NOTES
NOTE:
ALL DIMENSIONS TAKEN FROM FINISHED
FACES, UNLESS OTHERWISE NOTED.
NOTE:
ALL DIMENSIONS TAKEN FROM FINISHED
FACES, UNLESS OTHERWISE NOTED.
A8.3
4
854852
TYP.
853
3/8"4'4"3/8"4'0"3/8"1'5"3/8"
CLR.
2'1"3/8"5'10 3/4"3/8"2'0"A8.3
3
A8.3
9
7
A8.3
17'11"
A8.36
A8.3
5
854
852
TYP.
853
854
852
TYP.
853
2'0"4'4"3/8"CLR.2'1"3/8"1'5"3/8"4'0"3/8"2'11 1/4"4'11"3/8"CLR.2'1"3/8"1'9"3/8"4'0"3/8"4'4"17'2 5/8"7
A8.3
7
A8.3
A8.3
3 SIM
1
4'
1
0 3/4"135°879
6'0" CLR.4'0" CLR.3'8"2'8"3/8"851
TYP.
852
856
855
854
851
TYP.
853
852
852
852
855871
TYP.
3"3"
2'1" CLR.
3"3"3/8"3"3"
EQ EQ EQ EQ EQ
7
A8.3
8
A8.3 3/8"1'0"3/8"7'11 1/4"9'0"PL4
879
4'0" CLR.3'8"2'8"6'0" CLR.851
TYP.
852
856
855
854
851
TYP.
853
852
852
852
855
871
TYP.
EQEQEQEQ 3/8"1'0"3/8"7'11 1/4"3"3"
2'1" CLR.
3"
3"
3"
3"3/8"3/8"876
877
7
A8.3
8
A8.3
9'0"PL4
879
2'8"3'8"4'0" CLR.6'0" CLR.851
TYP.
852
856
855
854
851
TYP.
853
852
852
852
855
871
TYP.
877
877
876
EQEQEQEQEQ
3"3"
2'1" CLR.
3"3"
3"3"3/8"3/8"7
A8.3
8
A8.3
7'11 1/4"3/8"1'0"3/8"9'0"PL4
1/2" PLY. WD.
SUBSTRATE
3 5/8" 25 GA. MTL.
STUDS@ 16" O.C.
5/8" T&G RECLAIMED WOOD
PLANKS, (WD1.)
3 1/2" X 2 1/2" X 3/8" STEEL
ANGLE
1/2" PLY. WD.
SUBSTRATE
5/8" T&G RECLAIMED WOOD
PLANKS, (WD1.)
EXPOSED WASHER & BOLT
1/2" PLYWOOD
SUBSTRATE
20 GA. STEEL SHEET;
BOLT TO PLYWOOD
SUBSTRATE @ 4'0" O.C.
VERITICALLY
3 1/2" X 2 1/2" X 3/8" STEEL
ANGLE
5/8" GYP. BD.
1/4"
3 5/8" 25 GA. MTL.
STUDS @ 16" O.C.
1/2" PLYWOOD SUBSTRATE
5/8" T & G RECLAIMED
WOOD PLANKS (WD1)
3 1/2" X 2 1/2" X 3/8" STEEL
ANGLE; WELDED TO
VERTICAL ANGLES.
PLAM RETURN BEYOND.
(PL4)
STEEL ANGLE BEYOND.
SHELF SUPPORTS @
END WALLS
3/4" MDF SHELF W/ METAL
LAMINATE FINISH (ML1) &
MATCHING 3/4" X 1 1/2"
NOSING.
1/4" POLYCARBONATE
PANEL (PP1)
5" X 3/8" CONTINUOUS
STEEL FLAT BAR.
WELD TO VERTICAL
STEEL FLAT BAR. SEE
ELEVATIONS.
1/8" X 1/2" CONTINUOUS
STEEL BAR STOP (TOP &
BOTTOM) WELDED TO
ANGLE
2 1/2"1'7"3/8"3'7 1/4"3/8"1'6 1/2"3/8"1'0"3/8" 1'7 1/4"2'8"RECESSED LIGHT FIXTURE;
SEE ELEC. DWGS.
DIMENSION TO BE
DETERMINED IN FIELD,
INTENT IS TO TO MAXIMIZE
ILLUMINATION OF
POLYCARBONATE PANEL
CONTINUOUS LINEAR
LED LIGHT FIXTURE;
SEE ELEC. DWGS.
PROVIDE BLOCKING TO
HT. AS REQUIRED TO
MAXIMIZE ILLUMINATION
OF POLYCARBONATE
PANEL. BLOCKING DOES
NOT NEED TV TO BE
CONTINUOUS, SUPPORT
LIGHT FIXTURE @ 4'0" O.C.
MAX.
MTL. CLIP ANGLE @ 24" O.C.
2"
CONTINUOUS 3 1/2" X 2
1/2" X 3/8" STEEL ANGLE
WELDED TO VERTICAL
ANGLE.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.TYP.3"3/8"3/8"3'8"3/4" MDF W/ PLAM FINISH
(PL4)
3/4" MDF W/ PLAM FINISH
(PL4)
1'0"
3 5/8" 25 GA. MTL.
STUDS@ 16" O.C.
3 1/2" X 2 1/2" X 3/8"
STEEL ANGLE
1/2" PLY. WD.
SUBSTRATE
5/8" T&G RECLAIMED WOOD
PLANKS, (WD1.)
5/8" GYP. BD. (ONLY AT
REFRIGERATOR OPENINGS)
2'0"
6'0"3/8"12"x12" EXHAUST GRILL TO ALLOW
FOR VENTING OF BEVERAGE
COOLER; COLOR: WHITE
4"1'0"
5/8" GYP. BD.
(ONLY AT REFRIGERATOR
OPENINGS)
1/2" PLY. WD. SUBSTRATE
3 5/8" 25 GA. MTL.
STUDS@ 16" O.C.
5/8" T&G RECLAIMED
WOOD PLANKS, WD1.
3 1/2" X 2 1/2" X 3/8"
STEEL ANGLE
3/8"DRAWING TITLE:
DRAWING NO.:
REVISIONS:
DATE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
C 2014 VISION 3 ARCHITECTS
THESE DOCUMENTS HAVE BEEN
PREPARED SPECIFICALLY FOR THE
PROJECT LISTED ABOVE. 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:225 Chapman Street • Providence, RI 02905• Tel. (401) 4617771 • Fax (401) 4617772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 3996776 • Fax (508) 3997270•www.nadeaucorp.com4/29/2014 7:14:53 AMC:\Projects\14023a_196.rvtA8.3
INTERIOR
ELEVATIONS
& DETAILS
14023a
04.28.14
KLD
PMH, KD
ISSUED FOR
CONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1/2" = 1'0"1B ENLARGED PLAN PRODUCT DISPLAY
1/2" = 1'0"1A ENLARGED PLAN PRODUCT DISPLAY 2
1/2" = 1'0"6 PRODUCT DISPLAY ELEVATION
1/2" = 1'0"5 PRODUCT DISPLAY ELEVATION 2
1/2" = 1'0"4 PRODUCT DISPLAY ELEVATION 3
2 AXONOMETRIC VIEW PRODUCT DISPLAY
1 1/2" = 1'0"3 PLAN DETAIL PRODUCT DISPLAY SHELVES
KEYNOTES INTERIOR ELEVATIONS & DETAILS
851 HORIZONTAL PLANK RECLAIMED WOOD (WD1).
852 3/8" STEEL ANGLE; REFER TO DETAILS FOR ANGLE SPECIFICATIONS.
853 PRODUCT DISPLAY SHELVES.
854 COMMERICAL BEVERAGE COOLER BY 'SUMMIT' (#SCR1400W); FURNISHED AND INSTALLED
BY TENANT. SEE ELECTRICAL DWGS.
855 ILLUMINATED POLYCARBONATE PANEL (PP1)
856 GYP. BD. WALL BEYOND.
857 GLASS DISPLAY CASE, INTEGRAL TO CUSTOM MILLWORK COUNTER.
858 3/8" VERTICAL STEEL PLATE SUPPORT W/ ANGLE BASE. AT INTERSECTION OF ANGLES,
VERTICAL STEEL PLATES TO ABUT AND SHALL BE BOLTED TOGETHER, SEE DETAILS ON
DWG. A8.4.
859 LABEL/RECEIPT PRINTERS; FURNISHED AND INSTALLED BY TENANT. COORDINATE
GROMMET LOCATIONS IN COUNTER IN THE FIELD.
860 MONITOR AND MONITOR POST; FURNISHED AND INSTALLED BY TENANT. COORDINATE CUT
OUT IN COUNTER FOR WIREMANAGEMENT POST.
861 UNDERCOUNTER KEYBOARD/MOUSE TRAY; FURNISHED AND INSTALLED BY TENANT.
862 CPU; FURNISHED AND INSTALLED BY TENANT.
863 UNDERCOUNTER CASH DRAWER W/ UNDERCOUNTER MOUNTI NG BRACKET; FURNISHED
AND INSTALLED BY TENANT.
864 3/4" MDF SHELF W/ PLASTIC LAMINATE FINISH.
865 ILLUMINATED POLYCARBONATE SHELVES (PP2) W/ LED STRIP FIXTURES; SEE REFERENCE
DETAILS.
866 STEEL ANGLE SUPPORT BRACKETS; SEE REFERENCED DETAILS FOR SIZES.
867 CONTINUOUS LIGHT FIXTURE (SHOWN DASHED); SEE REFERENCED DETAILS & ELECTRICAL
DWGS.
868 PENDANT LIGHT FIXTURE TO BE SUSPENDED FROM STEEL FRAME; CABLE OF PENDANTS
TO WRAP AROUND STEEL FRAME TO SHARED CANOPY CONNECTION @ GYP. BD.
CEILING.SEE REFLECTED CEILING PLAN ON DWG. A2.1 AND ELECTRICAL DWGS.
870 DECORATIVE STEEL FRAME SUSPENDED FROM GYP. BD. CEILING; TO BE CONSTRUCTED
OF 1 1/2" SQUARE TUBE STEEL VERTICAL MEMBERS WELDED TO 1" SQUARE TUBE STEEL
HORIZONTAL MEMBERS. VERTICAL MEMBERS TO BE WELDED TO A SQUARE 3 1/2" X 1/4"
STEEL PLATE AND BOLTED TO THE CEILING. G.C. SHALL COORDINATE NESTED WOOD
BLOCKING ABOVE GYP. BD. CEILING AS REQUIRED FOR ATTACHMENT OF THE SUSPENDED
STEEL FRAME. REFER ALSO TO REFLECTED CEILING PLAN ON DWG. A2.1.
871 POLYCARBONATE PANEL BUTTJOINTS; INSTALL AJOININ G PANELS TIGHT TO ONE
ANOTHER.
872 1" ROUND ELECTRICAL CONDUIT TO BE USED AS VERTICAL WIRE CHASE FOR LINEAR LIGHT
FIXTURE; SEE ELECTRICAL DWGS.
873 GLASS DISPLAY CASE; HALF VISION FRAMELESS SHOWCASE BY 'SUBASTRAL INC.'
874 3/8" HORIZONTAL STEEL BAR/LINEAR LIGHT FIXTURE (SHOWN DASHED); SEE DETAIL ON
A8.4.
875 3/8" THICK VERTICAL STEEL FIN; SEE ELEVATION DETAIL 6/A8.4 FOR SIZE OF VOID IN STEEL
PLATE.
876 TRANSITION BETWEEN STEEL ANGLE AND STEEL FLAT BAR.
877 VERTICAL 3 1/2" X 3/8" STEEL FLAT BAR. WELD BOTTOM OF BAR TO TOP OF STEEL ANGLE
LEG.
878 LOWER ANGLES SHALL BE CUT @ 45° & WELDED TOGETHER W/ MITRED CORNERS.
879 3 1/2" X 6" X 3/8" STEEL ANGLE
1 1/2" = 1'0"7 SECTION @ DISPLAY CASE SHELVES
1 1/2" = 1'0"8 HEAD DETAIL @ PRODUCT DISPLAY COOLER
NOTE:
ALL DIMENSIONS TAKEN FROM FINISHED
FACES, UNLESS OTHERWISE NOTED.
1 1/2" = 1'0"9 PLAN DETAIL PRODUCT DISPLAY COOLER
1. THE DESIGN INTENT IS FOR THE COUNTER TO BE FABRICATED IN (4) FOUR SEPARATE SECTIONS,
BROUGHT TO THE SITE AND THE VERTICAL SUPPORT PANELS TO BE BOLTED TOGETHER. SEE
KEYNOTES AND DETAILS FOR ADDITIONAL INSTRUCTION.
2. ALL STEEL MEMBERS SHALL BE HOT ROLLED STEEL. THE INTENT IS THAT ALL STEEL WILL BE LEFT
EXPOSED WITH NO PRIME OR PAINT FINISH.
3. ALL EXPOSED WELDS SHOULD BE CONTINUOUS, AS CLEAN AND MINIMAL AS POSSIBLE. BECAUSE
THE DESIGN INTENT IS TO LEAVE ALL OF THE STEEL EXPOSED, WE DO NOT WANT GRINDING OF ANY
OF THE WELD JOINTS.
4. A PRECONSTRUCTION CONFERENCE BETWEEN THE ARCHI TECT, CONSTRUCTION MANAGER,
MILLWORKER AND STEEL FABRICATOR SHALL TAKE PLACE PRIOR TO FABRICATION & CONSTRUCTION.
5. SHOP DRAWINGS SHALL BE SUBMITTED FOR BOTH MISC. METALS ASSEMBLY AND MILLWORK
COMPONENTS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
GENERAL STEEL FABRICATION NOTES
NOTE:
ALL DIMENSIONS TAKEN FROM FINISHED
FACES, UNLESS OTHERWISE NOTED.
NOTE:
CONTRACTOR'S OPTION TO FRAME PRODUCT DISPLAY WALL
WITH 2X4 WOOD STUD FRAMING.
T ect onic Cop yrig ht 2 007
2'0 3/4"
SINK AND FAUCET; REFER TO
PLUMBING DWGS. FOR SPECS
4"2'10"3/4" MEDEX REMOVABLE
PANEL w/ PLASTIC
LAMINATE FINISH.
RUBBER BASE AS SCHEDULED
3/4" MEDEX COUNTERTOP &
BACKSPLASH w/ PLASTIC
LAMINATE FINISH
3/4" X 6" APRON; PLASTIC
LAMINATE FINISH.2'3"7"8" MIN.
6" MIN.9" MIN.2'10"2'10"4"2'0 3/4"
3/4"
2'0"
3/4" MDF BASE CABINET w/ (1)
DRAWER AND (1) ADJUSTABLE
SHELF; PLASTIC LAMINATE
FINISH OUTSIDE; INTERIOR TO BE
WHITE MELAMINE FINISH.
RUBBER BASE AS SCHEDULED
WIRE PULLS AS SCHEDULED.
3/4" MDF COUNTERTOP &
BACKSPLASH w/ PLASTIC
LAMINATE FINISH.
3/4" MDF ADJUSTABLE SHELF
w/ WHITE MELAMINE FINISH.5 1/2"1 1/2"3/4" MDF WALL CABINET w/
PLASTIC LAMINATE FINISH
OUTSIDE; INTERIOR TO BE
WHITE MELAMINE FINISH.
3/4" MDF ADJUSTABLE SHELF
w/ WHITE MELAMINE FINISH.
WIRE PULLS AS SPECIFIED
1'2"REFER TO ELEVATIONSVARIES4" T & G RECLAIMED WOOD, WD1,
W/ MITERED CORNERS
METAL COUNTERTOP BRACKET, ADA
COMPLIANT BY "A & M HARDWARE" OR
APPROVED EQUAL. COLOR: BLACK
RUBBER BASE AS SCHEDULED.
2'0 3/4"
3/4" MDF OR PLYWOOD
SUBSTRATE1 1/2"2'6"SAME EDGE DETAIL @ EXPOSED
SIDE EDGE BEYOND
PLASTIC LAMINATE SUPPORT
PANEL @ END BEYOND
WOOD BLOCKING
2'0"3/4"
3/4" MDF COUNTER &
BACKSPLASH w/ PLASTIC
LAMINATE FINISH
3/4" MDF COUNTER w/
PLASTIC LAMINATE FINISH
TEMPERED GLAZING WINDOW;
REFER TO ELEVATION FOR MORE
INFORMATION.
METAL COUNTERTOP BRACKET; ADA
COMPLIANT BY 'A & M HARDWARE' OR
APPROVED EQUAL; COLOR: BLACK.
RUBBER BASE AS SCHEDULED.1 1/2"2'6"3'6"4"1'6"
EQ.EQ.1 1/2"3/4" X 1 1/2" SOLID MAPLE NOSING.
WOOD BLOCKING
2'3 1/2"4'7 1/2"2'6"1/4"
2'4"
1/4"
1'8"
3/4"3/4"1'4"1'2"EQ EQ
3"1 1/2"GLASS DISPLAY CASE; HALF VISION FRAMELESS
SHOWCASE (#DSAGH4) BY 'SUBASTRAL INC.'
INSTALL GLASS COMPONENT OF SYSTEM ON TOP
OF WOOD FRAME AS SHOWN. BOTTOM BASE OF
MANUFACTURED DISPLAY WILL NOT BE USED.1'10"4" T & G RECLAIMED WOOD, WD1 W/ MITERED
CORNERS
3/4" MDF OR PLYWOOD SUBSTRATE
5" X 3 1/2" x 3/8" STEEL ANGLE TO BE
WELDED TO VERTICAL STEEL FIN.
3" X 3" x 3/8" STEEL ANGLE TO BE WELDED
TO BOTH SIDES OF VERTICAL STEEL FIN.
3/8" THICK VERTICAL STEEL FIN; SEE
ELEVATION 6/A8.4. FOR SIZE OF VOID IN
STEEL PLATE.
1/4"1/4"
3/4" MDF OR PLYWOOD SUPPORT FINS @ 16"
O.C. MAX.
3/8" x 3 1/2" STL. BAR, WELD BETWEEN TWO
VERTICAL SUPPORT FINS.
LINEAR LED LIGHT FIXTURE; SEE
ELECTRICAL DWGS.
ROUND ELECTRICAL CONDUIT BEYOND; TO ACT
AS WIRING CHASE FOR LIGHT FIXTURE. SEE
ELEVATIONS.
1'6"
2'3 1/2"4'7 1/2"3/4"
2'5"
3/4"3"3"STEEL ANGLES TO BE WELDED
TO STEEL PLATE (BOTH SIDES)
3/8" THICK STEEL PLATE
1'2"3'2 1/2"VOID TO BE CUT OUT OF
STEEL PLATE
OPEN
3"3"1'9 1/2"
GENERAL MILLWORK NOTES
1. ALL MILLWORK SHALL BE FABRICATED IN STRICT ACCORDANCE WITH THE ARCHITECTURAL
WOODWORK INSTITUTE, "ARCHITECTURAL WOODWORK INSTITUTE QUALITY STANDARDS ...", CUSTOM
GRADE, UNLESS NOTED OTHERWISE. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED AND
APPROVED FOR ALL MILLWORK ITEMS PRIOR TO FABRICATION. PROVIDE ARCHITECTURAL
WOODWORK INSTITUTE QUALITY CERTIFICATION PROGRAM LABELS OR CERTIFICATES INDICATING THAT
THE WOODWORK, INCLUDING INSTALLATION, COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED.
THE CONTRACTOR, UPON AWARD OF WORK, SHALL REGISTER THIS PROJECT WITH THE
ARCHITECTURAL WOODWORK INSTITUTE QUALITY CERTIFICATION PROGRAM. (800) 4498811.
2. VERIFY ALL DIMENSIONS WITH CATALOG CUTS OF ACTUAL HARDWARE AND EQUIPMENT TO BE
USED AND FIELD CONDITIONS. COORDINATE ROUGHIN LOC ATIONS WITH FIELD DIMENSIONS PRIOR TO
FABRICATION. FIELD CUT COUNTERTOPS FOR INSTALLATION OF EQUIPMENT AND FIXTURES, TYPICAL.
3. SCRIBE AND CUT MILLWORK DURING INSTALLATION AS REQUIRED TO COMPENSATE FOR IRREGULAR
WALL AND FLOOR SURFACES. INSTALLATION SHALL BE LEVEL, PLUMB AND TIGHT AT ALL FLOOR AND
WALL SURFACES, CAULK ALL JOINTS WITH CLEAR SILICONE SEALANT.
4. PROVIDE WOOD OR SHEET METAL BLOCKING AS REQUIRED CONCEALED IN WALL CONSTRUCTION
TO ADEQUATELY SUPPORT MILLWORK FOR ITS INTENDED USE IN THE LOCATIONS SHOWN.
5. ALL DRAWER AND CABINET PULLS SHALL BE 4" WIRE PULLS W/ US26D FINISH.
6. ALL DRAWERS SHALL HAVE TWO MEDIUM DUTY FULL EXTENSION DRAWER SLIDES AS
MANUFACTURED BY "ACCURIDE", MODEL 3832, OR EQUAL.
7. EACH CABINET DOOR UP TO 42" IN HEIGHT SHALL HAVE TWO HINGES WITH 170 DEGREE OPENING AS
MANUFACTURED BY "BLUM", MODEL CLIP 170, OR EQUAL.
8. PROVIDE HOLES IN COUNTERTOPS WITH BLACK PLASTIC GROMMETS FOR ELECTRICAL PLUGIN
CONNECTIONS RELATED TO MILLWORK ITEMS. VERIFY EXACT NUMBER AND LOCATIONS IN FIELD WITH
OWNER'S REPRESENTATIVE.
9. UNLESS NOTED OTHERWISE, ALL BASE CABINETS/WALL CABINETS/COUNTERS SHALL BE
CONSTRUCTED OF 3/4" MEDIUM DENSITY FIBERBOARD WITH PLASTIC LAMINATE FINISH. (SEE DETAILS).
10. UNLESS NOTED OTHERWISE, ALL COUNTERTOPS WITH PLUMBING FIXTURES/ SINKS SHALL BE
CONSTRUCTED OF 3/4" MEDEX (WATER RESISTANT HIGH DENSITY FIBERBOARD) WITH PLASTIC
LAMINATE FINISH. (SEE DETAILS).
11. UNLESS NOTED OTHERWISE, INTERIOR CONCEALED SURFACES SHALL BE FINISHED WITH
MELAMINE (LOW PRESSURE LAMINATE). SUBMIT SAMPLES FOR COLOR SELECTION, IF COLORS ARE
NOT SPECIFIED IN DETAILS.
12. BASE CABINETS SHALL BE 2'0" DEEP, UNLESS OTHER WISE NOTED. WALL CABINETS SHALL BE 1'
2" DEEP, UNLESS OTHERWISE NOTED.
13. PROVIDE CUTOUTS IN MILLWORK ITEMS AS REQUIRED TO ACCOMMODATE JUNCTION BOXES AND
OTHER ELECTRICAL DEVICES AS REQUIRED. COORDINATE WITH DETAILS AND ELECTRICAL DRAWINGS,
IF ANY.
14. UNLESS NOTED OTHERWISE, INTERIOR CONCEALED SHELVING SHALL BE MELAMINE (LOW
PRESSURE LAMINATE, COLOR TO MATCH CABINETS). EXPOSED SHELVING SHALL BE 3/4" PLYWOOD
WITH PLASTIC LAMINATE FINISH. EDGES OF ALL SHELVING SHALL BE FINISHED WITH POLYETHYLENE
TEE MOLDING (COLOR TO MATCH CABINETS.)1'6"3/8"1'4"3/8"4"3/8"5 1/4"3'6"1'0"3"3/4"3/4"
5"1 1/2"1 3/4"1'1 1/2"1 3/4"NOTE:
SEE STEEL FRAME DETAIL 10/A8.4 FOR
ADDITIONAL INFORMATION RELATED TO STEEL
MEMBER SPECIFICATIONS AND DIMENSIONS.
3/8" STEEL PLATE VERTICAL SUPPORT FIN BEYOND
BUILTUP 2 X WOOD BLOCKING TO SUPPORT LINEAR
LED LIGHT FIXTURE (SHOWN DASHED FOR CLARITY);
BLOCKING SHALL BE 2" WIDE, NOT CONTINOUS,
SPACED @ 4'0" O.C. MAX.
4" T & G RECLAIMED
WOOD, WD1 W/ MITRE
CORNERS
1/4" POLYCARBONATE PANEL, PP1; SEE ENLARGED
FASTENING DETAIL 1/A8.4,
CONTINOUS LED LINEAR LIGHT FIXTURE; SEE ELECTRICAL
DWGS.; ANGLE TO BE DETERMINED IN FIELD TO MAXIMIZE
ILLUMINATION OF POLYCARBONATE PANEL.
2 X WOOD BLOCKING
RECLAIMED WOOD
NOSING, WD1
1 1/2" X 1 1/2" X 3/8" STEEL
ANGLE SUPPORT BRACKETS
3/4" MDF SHELF W/ WHITE
MELAMINE FINISH TO
SPAN LENGTH OF
COUNTER; REFER TO
INTERIOR ELEVATIONS.
4" T & G RECLAIMED WOOD, WD1.
3/4" MDF SUBSTRATE OR PLYWOOD
1'2"
1/2" MDF NOSING W/
WHITE PLAM FINISH TO
SPAN LENGTH OF GLASS
DISPLAY CASE.
1/4" CUSTOM GLASS DISPLAY CASE TO BE
INTEGRATED INTO MILLWORK COUNTER.7 1/2"5 3/4"1'0"
1" POLYCARBONATE SHELVES, PP2
3/4" MDF SHELF W/
WHITE MELAMINE FINISH
TO SPAN LENGTH OF
GLASS DISPLAY CASE.
LINEAR CONTINUOUS LED LIGHT FIXTURE; SEE
ELECTRICAL DWGS.2 3/8"1 1/2" X 1 1/2" X 3/8" STEEL
ANGLE SUPPORT BRACKETS
3/4" MDF END PANEL w/ WHITE PLAM FINISH,
BEYOND
10 1/4"
1" POLYCARBONATE SHELVES, PP2
2"2'0"2"3"3'6"1'4"1'3 5/8"NOTE:
SEE STEEL FRAME DETAIL 10/A8.4 FOR
ADDITIONAL INFORMATION RELATED TO STEEL
MEMBER SPECIFICATIONS AND DIMENSIONS.4"3/8" STEEL PLATE VERTICAL SUPPORT FIN
BEYOND
5 1/4"BUILTUP 2 X WOOD BLOCKING TO
SUPPORT LINEAR LED LIGHT FIXTURE
(SHOWN DASHED FOR CLARITY); BLOCKING
SHALL BE +/ 2" WIDE, NOT CONTINUOUS,
SPACED @ 4'0" O.C. MAX.
4" T & G RECLAIMED WOOD, WD1, WITH
MITRE CORNERS
1'2"3/4" MDF SUBSTRATE OR PLYWOOD
1 1/2" X 1 1/2" X 3/8" STEEL ANGLE
SUPPORT BRACKETS
1/4" ILLUMINATED
POLYCARBONATE PANEL, PP1
CONTINOUS LED LINEAR LIGHT FIXTURE; SEE
ELECTRICAL DWGS.; ANGLE TO BE DETERMINED
IN FIELD TO MAXIMIZE ILLUMINATION OF
POLYCARBONATE PANEL.3/8"3/8"3/8"2 X BLOCKING AS
REQUIRED
RECLAIMED WOOD
NOSING, WD1
1 1/2" X 1 1/2" X 3/8" STEEL ANGLE
SUPPORT BRACKETS
1/2" MDF SHELF W/ WHITE PLAM
FINISH TO SPAN LENGTH OF ENTIRE
COUNTER; REFER TO INTERIOR
ELEVATIONS.
1'2"
1" TYP.
10 1/4"
3 1/2"
1/4"
1"
A8.4
114'0"2'4"4"2'10"10"4"1'6"6"
3/8" x 3 1/2" CONTINUOUS FLAT
STEEL BAR; WELD BETWEEN
VERTICAL SUPPORT FINS
3 1/2" x 3 1/2" x 3/8"
CONTINUOUS STEEL ANGLE;
WELD BETWEEN VERTICAL
SUPPORT FINS7 3/8"1'2 1/4"3/8"1'4"3/8"4"3/8"5 1/4"1 1/2" x 1 1/2" x 3/8"
CONTINUOUS STEEL ANGLE;
WELD BETWEEN VERTICAL
SUPPORT FINS
1 1/2" x 1 1/2" x 3/8" STEEL ANGLE;
WELD TO VERTICAL SUPPORT
FINS & STEEL ANGLE BRACKETS
SHOWN ON ELEVATIONS AND
COUNTER DETAILS
3 1/2" x 2 1/2" x 3/8" STEEL
ANGLE; WELD TO VERTICAL
SUPPORT FIN & STEEL ANGLE
BRACKETS SHOWN ON
ELEVATIONS AND COUNTER
DETAILS
3/8" x 3 1/2" CONTINUOUS
FLAT STEEL BAR; WELD
BETWEEN VERTICAL
SUPPORT FINS
TYP.
1/4"
3/8" STEEL PLATE
VERTICAL SUPPORT FIN
4"2'0"
TO GAIN GREATER YIELD FROM
STEEL PLATES, STEEL FABRICATOR
CAN WELD 4" STEEL STRIP TO THE
2'0" x 4'0" STEEL PLATES TO GET
OVERALL WIDTH OF 2'4"
3 1/2" x 3 1/2" x 3/8" STEEL ANGLES TO
BE; WELDED ON EITHER SIDE OF
VERTICAL SUPPORT FINS TO CREATE
SUPPORT FEET
1"
CUT VOID IN 3/8" FINS,
EXCEPT FOR ON THE
LOCATIONS NOTED
ON THE FLOOR PLAN
3 3/8"
A8.4
11
SIM
MTL. CLIP ANGLE
@ 24" O.C.
1/8" X 1/2" CONTINUOUS STEEL
BAR STOP WELDED TO STEEL
ANGLE OR FLAT BAR AS
OCCURS.
1/4" POLYCARBONATE PANEL, PP1
1 1/4"
3 1/2"3/8"1 1/2"1/4"
V.I.F.
± 7 1/4"
3/4" MEDEX WITH
PLAM FINISH (PL3)
SEALANT
EXISTING WINDOW
EXISTING WALL
DRAWING TITLE:
DRAWING NO.:
REVISIONS:
DATE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
C 2014 VISION 3 ARCHITECTS
THESE DOCUMENTS HAVE BEEN
PREPARED SPECIFICALLY FOR THE
PROJECT LISTED ABOVE. 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:225 Chapman Street • Providence, RI 02905• Tel. (401) 4617771 • Fax (401) 4617772 •v3@vision3architects.com727 Washington St • North Attleboro, MA 02703• Tel. (508) 3996776 • Fax (508) 3997270•www.nadeaucorp.com4/29/2014 6:48:05 AMC:\Projects\14023a_196.rvtA8.4
MILLWORK
DETAILS
14023a
04.28.14
KLD
PMH, KD
ISSUED FOR
CONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY118 CONZ STREETNORTHAMPTON, MA, 01060 1 1/2" = 1'0"2 DETAIL SINK
1 1/2" = 1'0"4 DETAIL TYP. BASE CABINET
1 1/2" = 1'0"7 DETAIL TYP. WALL CABINET
1 1/2" = 1'0"3 DETAIL INTERACTIVE COUNTER
1 1/2" = 1'0"5 DETAIL SECURITY DESK
1 1/2" = 1'0"1 DETAIL @ DISPLAY CASE
3/4" = 1'0"6 ELEVATION @ STEEL FINS DISPLAY CASE
1 1/2" = 1'0"9
MILLWORK DETAIL @ COUNTER DISPLAY
THRU GLASS
1 1/2" = 1'0"8 MILLWORK DETAIL @ COUNTER DISPLAY
1 1/2" = 1'0"10
MILLWORK DETAIL @ COUNTER DISPLAY
STEEL DETAIL
6" = 1'0"11
ENLARGED MILLWORK DETAIL @
COUNTER DISPLAY
1 1/2" = 1'0"12 DETAIL @ WINDOW SILL
SCALE: NONEABV.SYMBOLDESCRIPTIONHOTWATERDESCRIPTIONSYMBOLWASTEVENTCONNECTIONSWATERCOLDFIXTUREFITTINGSREMARKSDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060P0.0LEGEND, NOTESABBREVIATIONSDETAILSWFHRCNDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060
DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060PD1.1PLUMBING -DEMOLITIONPLANWFHRCN 1/4" = 1'-0"1PLUMBING - DEMOLITION PLANNPROJECTNORTHDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
118 CONZ STREET
NORTH HAMPTON, MA, 01060
CONSULT102CONSULT101HALLWAY103INTERACTIVELEARNINGSTATION104WOMENS106SECURITY107VESTIBULE108WAITING/QUEUING109DISPLAY110BREAK111CLOSET112OFFICE114WATER RM.113SECURESTORAGE115UTILITY ROOM116TELE/DATA117MENS105DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060P1.1PLUMBING -FLOOR PLANWFHRCN 1/4" = 1'-0"1PLUMBING - FLOOR PLANNPROJECTNORTHDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060
GENERAL PLUMBING SPECIFICATIONSDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060P2.0PLUMBINGSPECIFICATIONWFHRCNDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060
TTTTTTRTU-E-1RTU-E-2DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060MD1.1MECHANICAL-DEMOLITIONPLANDCRCN 1/4" = 1'-0"1MECHANICAL - DEMOILITION PLANNPROJECTNORTH
TSDROUTE SPIRAL DUCTWORK AS TIGHT TOGYPSUM BOARD CEILING AS POSSIBLE(TYP).EXISTING CEILING EXHAUST FAN WITHWALL TERMINATION CAP (TYP. OF 2PLACES) SHALL REMAIN AND BE RE-USED.TTRTU3RTU-E-1RTU-E-2CUSTOM MADE TRANSITION FROMRECTANGULAR TO ROUND.THROW PATTERNSUPPLY CEILING DIFFUSERRETURN/EXHAUST CEILING REGISTERSIDE WALL GRILLE/REGISTERTRANSITION - ECCENTRICTRANSITION - CONCENTRICROUND TRANSITIONRECTANGULAR TO EXHAUST/RETURN/INTAKE FLOW ARROWSUPPLY AIR FLOW DIRECTION0,7(5('(/%2:6 Z9$1(6ROUND DUCT DROPDIFFUSERDIFFEXHAUSTEXHRETURN AIRSUPPLY AIRTHERMOSTATRASATAHUAIR HANDLING UNITSUPPLYRETURNSRBTUHBTU PER HOURDWGDRAWINGROOFTOP UNITRTUALL ITEMS SHOWN ARE NOT NECESSARILY USED ON THIS PROJECTSPIRAL DUCTTTFLEXIBLE DUCTWORKCONSULT102CONSULT101CORRIDOR103INTERACTIVEINFO. STATION104MENS105WOMENS106SECURITY OFFICE107VESTIBULE108WAITING/QUEUING109SALES AREA110BREAK RM.111STORAGE112EMPLOYEEOFFICE114WATER RM.113SECURESTORAGE115UTILITY ROOM116TELE/DATA117VIDEO CLOSET118DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060M1.1MECHANICAL-FLOORPLANDCRCN 1/4" = 1'-0"1MECHANICAL - FLOOR PLANNPROJECTNORTH
DISPENSARY5000R-410149.6113.43956759.0057.3611100(2)0.5222.4/18.2149/137100050001.261.007522.7331501005577.492335ROOFRTU-3TRANE-YHD150F3RLA1,2,3,4,5,664.01Y80.0208360REMARKS:1. PROVIDE ROOF MOUNTING CURB.2. PROVIDE ENTHALPY ECONOMIZER3. ELECTRICAL CONTRACTOR SHALL PROVIDE DUCT SMOKE DETECTOR FOR THE RETURN OF RTU-3, AND RTU-E-1, THE MECHANICAL CONTRACTOR SHALL INSTALL THE DUCT SMOKE DETECTOR AND ELECTRICAL CONTRACTOR SHALL ELECTRICALLY WIRE THE DUCT SMOKE DETECTORS.4. PROVIDE DIGITAL THERMOSTATS FOR RTU-3 AND ALSO FOR TWO EXISTING RTU'S (RTU-E-1, RTU-E-2).GASKETLOCKNUTINDICATING HANDLEVENTLOCK NO. 635 REGULATORAAGASKETVENTLOCK NO. 609END BEARING3/8" SQ. RODPLANSECTION A-A6(76&5(:1" X 1/8" GALV. STRAPSSPOT WELD3/8" SQ. ROD/(667+$1'8&716 GA. GALV.BLADE5. PROVIDE RTU-3 WITH POWER EXHAUST .6. PROVIDE RTU-3 WITH FACTORY MOUNTED CONVENIENCE OUTLET.DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060M2.0MECHANICAL-DETAILSDCRCN
DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060M3.0MECHANICAL-SPECIFIC-ATIONSDCRCN
DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060E0.0ELECTRICALSYMBOLS &DETAILSJRSC
DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060ED1.0ELECTRICALDEMOLITIONPLANJRSC 1/4" = 1'-0"1ELECTRICAL DEMOLITION PLANNPROJECTNORTH
CONSULT102CONSULT101CORRIDOR103INTERACTIVEINFO. STATION104MENS105WOMENS106SECURITY OFFICE107VESTIBULE108WAITING/QUEUING109SALES AREA110BREAK RM.111STORAGE112EMPLOYEEOFFICE114WATER RM.113SECURESTORAGE115UTILITY ROOM116TELE/DATA117VIDEO CLOSET118DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060E1.0LIGHTINGPLANJRSC 1/4" = 1'-0"1LIGHTING PLANNPROJECTNORTH
XXX#CONSULT102CONSULT101CORRIDOR103INTERACTIVEINFO. STATION104MENS105WOMENS106SECURITY OFFICE107VESTIBULE108WAITING/QUEUING109SALES AREA110BREAK RM.111STORAGE112EMPLOYEEOFFICE114WATER RM.113SECURESTORAGE115UTILITY ROOM116TELE/DATA117VIDEO CLOSET118DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060E2.0ELECTRICALPOWER &SYSTEMSPLANJRSC 1/4" = 1'-0"1ELECTRICAL POWER & SYSTEMS PLANNPROJECTNORTH
CONSULT102CONSULT101CORRIDOR103INTERACTIVEINFO. STATION104MENS105WOMENS106SECURITY OFFICE107VESTIBULE108WAITING/QUEUING109SALES AREA110BREAK RM.111STORAGE112EMPLOYEEOFFICE114WATER RM.113SECURESTORAGE115UTILITY ROOM116TELE/DATA117VIDEO CLOSET118DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060E3.1FIRE ALARMPLANJRSC 1/4" = 1'-0"1FIRE ALARM PLANNPROJECTNORTH
DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060E4.0ELECTRICALPOWER &SYSTEMSELEVATIONSJRSC 1/2" = 1'-0"2ELECTRICAL CASE ELEVATIONS 1/2" = 1'-0"1ELECTRICAL COUNTER ELEVATIONS
DRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060E5.0ELECTRICALDETAILSJRSC
ELECTRICAL SPECIFICATIONSDRAWING TITLE:DRAWING NO.:REVISIONS:DATE:PROJECT NO:DRAWN BY:CHECKED BY:C 2013 VISION 3 ARCHITECTS&KDSPDQ6WUHHW3URYLGHQFH5, 7HO )D[ Y#YLVLRQDUFKLWHFWVFRPTHESE DOCUMENTS HAVE BEENPREPARED SPECIFICALLY FOR THEPROJECT LISTED ABOVE. THEY ARE NOTSUITABLE FOR USE ON OTHER PROJECTSOR IN OTHER LOCATIONS WITHOUTAPPROVAL AND PARTICIPATION OFVISION 3 ARCHITECTS. REPRODUCTION ISPROHIBITED.STAMP:PROJECT STATUS:14023a04/28/14ISSUED FORCONSTRUCTIONNEW ENGLAND TREATMENT ACCESS DISPENSARY
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NORTH HAMPTON, MA, 01060E6.0JRSC