2 Conz St revised 2020-02-27LIST OF DRAWINGS
DRAWING ISSUED = ●
REISSUED WITH REVISION = ○
REISSUED WITHOUT REVISION = ◌ISSUED FOR BID10/10/19Release Issue 2 --/--/--Release Issue 3 --/--/--Release Issue 4 --/--/--Release Issue 5 --/--/--Release Issue 6 --/--/--Release Issue 7 --/--/--Release Issue 8 --/--/--Release Issue 9 --/--/--GENERAL
G 100 COVER SHEET ●
G 101 GENERAL NOTES & SPECIFICATIONS ●
GENERAL CONDITIONS
GC 200 IBC CODE REVIEW
GC 201 EGRESS FLOOR PLANS ●
DEMOLITION
AD 100 DEMOLITION FLOOR PLANS & NOTES ●
AD 200 DEMOLITION REFLECTED CEILING
PLANS ●
ARCHITECTURAL
A 001 STRUCTURAL GENERAL NOTES ●
A 002 GENERAL STRUCTURAL DETAILS ●
A 100 FOUNDATION PLAN, NOTES, & DETAILS ●
A 101 FRAMING PLANS, NOTES, & DETAILS ●
A 102 CONSTRUCTION FLOOR PLANS & NOTES ●
A 103 PARTITION SCHEDULE & PLAN DETAILS ●
A 200 REFLECTED CEILING PLANS, NOTES, &
LEGENDS ●
A 300 EXTERIOR ELEVATIONS & NOTES ●
A 400 BUILDING SECTIONS AND DETAILS ●
A 401 ENLARGED STAIR PLANS AND SECTION ●
A 402 ENLARGED STAIR SECTION & DETAILS ●
A 500 ENLARGED PLANS & ELEVATIONS ●
A 700 DOOR, WINDOW, & HARDWARE
SCHEDULES ●
INTERIORS
I 100 FINISH FLOOR PLANS, SCHEDULES,
NOTES, & DETAILS ●
I 101 FINISH SPECIFICATIONS & NOTES ●
I 102 FLOOR PATTERNS ●
I 300 ENLARGED MILLWORK PLANS &
ELEVATIONS ●
I 301 ENLARGED MILLWORK PLANS &
ELEVATIONS ●
I 302 ENLARGED MILLWORK PLANS &
ELEVATIONS ●
1 303 MILLWORK DETAILS
I 400 FURNITURE & EQUIPMENT PLANS
I 500 SIGNAGE ●
ABBREVIATIONSDRAWING LEGEND
1
A 100
1i
Name
EL.=Elevation±
A101
1
Room
name
101
101
?
?
A101
1
1
1A
B
1C
D
1
A
1
DEMOLITION U.N.O.
NEW CONSTRUCTION
EXISTING TO REMAIN
PARTITION TYPE
ELEVATION
DETAIL
EXTERIOR
ELEVATION
INTERIOR
ELEVATION
1
A101
SECTION
1
ROOM NUMBER
DOOR NUMBER
WINDOW TYPE
INTERIOR
FINISH TYPE
GRID LINE
REVISION NO.
AND REVISION
CLOUD
EXTERIOR
FINISH TYPE
KEY PLAN
OWNER NORTHEMPTON, LLC
2131 WASHINGTON STREET
BOSTON, MA 02119
JON NAPOLI
OWNER
BOSTONGARDENER@GMAIL.COM
617-816-7067
GENERAL
CONTRACTOR
TBD
.
.
TBD
.
.
.
ARCHITECT BKA ARCHITECTS, INC
142 CRESCENT ST.
BROCKTON, MA 02302
JILL PEEBLES
ARCHITECT
jpeebles@bkaarchs.com
508-583-5603
STRUCTURAL
ENGINEER
FLOOD ENGINEERING
56 LAUREL DRIVE
HUDSON, MA 01749
STACY FLOOD
PRINCIPAL
SRFLOOD@VERIZON.NET
978-562-6246
PROJECT DIRECTORYLOCUS PLAN
ACP ACOUSTIC CEILING
PANEL
ADDTL ADDITIONAL
AFF ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING
JURISDICTION
ADJ ADJUSTABLE
ALT ALTERNATE
ALUM ALUMINUM
BO BOTTOM OF
BOH BOARD OF HEALTH
BLDG BUILDING
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY
UNIT
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
DAFS DIRECTLY APPLIED
FINISH SYSTEM
DF DRINKING FOUNTAIN
D/B DESIGN BUILD
DIM DIMENSION
DWG DRAWING
ETR EXISTING TO REMAIN
ENG ENGINEER
ENG'D ENGINEERED
EXIST EXISTING
EXT EXTERIOR
FD FLOOR DRAIN
FO FINISHED OPENING
FRGWB FIRE RATED GYPSUM
WALL BOARD
FS FRAME SIZE
FIN FINISH
FLR FLOOR
FNDN FOUNDATION
GA GAUGE
GC GENERAL CONTRACTOR
GWB GYPSUM WALLBOARD
GYP GYPSUM
HR HOUR
INSUL INSULATED
INT INTERIOR
MO MASONRY OPENING
MRGWB MOISTURE RESISTANT
GYPSUM WALL BOARD
MAX MAXIMUM
MFGR'S MANUFACTURER'S
MIN MINIMUM
MIRR MIRROR
MTD MOUNTED
MTL METAL
NTS NOT TO SCALE
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
OAE OR APPROVED EQUAL
OC ON CENTER
OF OUTSIDE FACE
OFCI OWNER FURNISHED
CONTRACTOR
INSTALLED
OPP OPPOSITE
P-LAM PLASTIC LAMINATE
PR PATCH AND REPAIR
PREP PREPARE
PTD PAINTED
RO ROUGH OPENING
REQ'D REQUIRED
REV REVISION(S) OR REVISED
SA SOUND ATTENUATING
SIM SIMILAR
SPEC SPECIFICATIONS
STRUCT STRUCTURAL
SUB-C SUBCONTRACTOR
TME TO MATCH EXISTING
TO TOP OF
TELE TELEPHONE
TEMP TEMPERED
TYP TYPCAL
UL UNDERWRITERS
LABORATORIES
UNO UNLESS NOTED
OTHERWISE
US UNDERSIDE
VIF VERIFY IN FIELD
W/WITH
HEMPEST DISPENSARY
2 CONZ STREET
BID SET - 10/10/19
NORTHAMPTON, MA 01067
HEMPEST
DISPENSARY
HEMPEST
DISPENSARY
CHECKER
DRAFTER
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_G-100 COVER SHEET.dwgLast save: Oct 10, 2019 - 3:29pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
G
100
COVER SHEET
GENERAL NOTES:
THE GENERAL CONTRACTOR SHALL CONFORM TO AIA DOCUMENT A201 - (2017) GENERAL CONDITIONS. IT IS HEREBY
MADE PART OF THIS CONTRACT HEREIN:
1.THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO THE WORK AND
SHALL IMMEDIATELY NOTIFY THE ARCHITECT REGARDING ANY DISCREPANCIES. NO WORK SHALL PROCEED UNTIL
SUCH DISCREPANCY HAS BEEN RECTIFIED.
2.THE G.C. AND THE DESIGN/BUILD (D/B) SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE
M.E.P. SYSTEMS DESIGN AND LAYOUT DRAWINGS WITH CALCULATIONS & LOADS (AS MAY BE REQUIRED BY THE
AUTHORITY HAVING JURISDICTION) WHICH CONFORM TO ALL STATE AND LOCAL CODES, STAMPED AND CERTIFIED
BY A REGISTERED P.E. AS REQUIRED BY THE M.S.B.C. & THE LOCAL BUILDING & FIRE DEPTS. AT THE TIME OF
PERMIT. THIS INCLUDES ANY DESIGN & INSPECTION AFFIDAVITS ENERGY CONSERVATION DATA AND NARRATIVES
AS REQUIRED PER 2015 IBC, 2015 IECC AND THE AMENDMENTS TO CHAPTER 13 OF THE MASSACHUSETTS STATE
BUILDING CODE (M.S.B.C.), NINTH EDITION.
3.THE G.C. SHALL SEAL ALL THROUGH-WALL & FLOOR PENETRATIONS WITH 3M BARRIER CAULK AND SEALANT ON
USG SAFING- 2500 PSI GROUT @ CMU. INSTALL ANY REQUIRED FIRE RATED PARTITIONS TO UNDERSIDE OF FLOOR
OR ROOF DECK INCLUDING DEFLECTION HEAD.
4.THE G.C. SHALL BE RESPONSIBLE FOR DAILY REMOVAL AND LEGAL DISPOSAL OF ALL DEBRIS.
5.THE G.C. SHALL BE RESPONSIBLE FOR ALL PERMITS, AND FEES AS REQUIRED BY THE LOCAL MUNICIPALITY OR
UTILITIES
6.THE DRAWINGS ARE NOT TO BE SCALED. ALL WORK, LINES AND LEVELS SHALL BE LAID OUT BY WRITTEN
DIMENSIONS. GWB DIMENSIONS ARE FROM FACE TO FACE OF FINISH. ANY DEVIATIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT IMMEDIATELY. ALL DEVIATIONS SHALL BE CORRECTED BY THE CONTRACTOR
BEFORE HE BEGINS HIS PORTION OF THE WORK.
7.INSTALL A CONTINUOUS SEALANT BEAD ON BACKER ROD AT ALL JUNCTURES OF DISSIMILAR MATERIALS (E.G.:
METAL TO CMU, STEEL TO ALUMINUM) AND ALL MATERIAL JOINTS AS REQUIRED BY THE MANUFACTURER'S
SPECIFICATIONS AND RECOMMENDATIONS, INDUSTRY STANDARDS AND GOOD PRACTICE.
8.COORDINATE SOLID BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES PER 521 CMR MAAB AND
ADAAG (WHERE MORE RESTRICTIVE) AS DEFINED FOR STRUCTURAL STRENGTH.
9.PROVIDE CONTINUOUS GALVANIZED METAL EDGE TRIM AT ALL GWB WORK.
10.THE G.C. SHALL SUBMIT ALL SHOP DRAWINGS, SAMPLES, CATALOG CUTS ETC., INCLUDING COLOR CHARTS FOR
PAINTS AND STAINS FOR ALL EXTERIOR AND INTERIOR FINISHES, TO THE ARCHITECT & OWNER FOR SELECTION,
REVIEW AND APPROVAL PRIOR TO ORDERING, FABRICATION OR INSTALLATION.
11.ALL PARTIES SHALL BE RESPONSIBLE FOR CONFORMING TO 2015 IBC AND AMENDMENTS TO THE M.S.B.C. SECTION
107.6 FOR CONSTRUCTION CONTROL.
12.THE G.C. AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE ENGINEERING DESIGN LAYOUT AND
INSTALLATION FOR ANY EXTERIOR COLD-FORMED METAL FRAMING AS PER MSBC. METAL STUDS SHALL BE
INSTALLED AS REQUIRED TO SUIT FIELD CONDITIONS. BRACE AS REQUIRED BY MSBC CH.16 AND FIELD
CONDITIONS. PROVIDE SEALED AND SIGNED ENGINEERED SHOP DRAWINGS & CALCULATIONS INDICATING
MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIPS W/ADJACENT
CONSTRUCTION- TYP. BY A MASSACHUSETTS STATE REGISTERED P.E.
13.INSTALL USG .093 (OR APPROVED EQUAL) CONTROL JOINTS @ 30'-0" O.C. MAX. OR AS PER MANUFACTURER'S
SUGGESTED DETAILS AND SPECIFICATIONS.
14.PERFORM ALL WORK IN ACCORDANCE WITH THE M.S.B.C. AND ADAAG (WHERE MORE RESTRICTIVE), AS WELL AS
ALL LOCAL BY-LAWS, ORDINANCES AND FIRE STATUTES.
15.THE G.C. SHALL INSTALL ALL INTERIOR FINISHES AT ALL SURFACES INDICATED ON THE DRAWINGS IN
CONFORMANCE TO M.S.B.C. TABLE 803.11 & SECTION 804.
16.THE G.C. SHALL INSTALL ALL DOORS HAVING LEVER HARDWARE TO CONFORM TO 521 CMR, MAAB & ADAAG
(WHERE MORE RESTRICTIVE).
17.THE G.C. SHALL COORDINATE WITH THE D/B SUB-CONTRACTORS AND PROVIDE ANY ACCESS PANELS REQUIRED
BY CODE AND AS REQUESTED BY THE OWNER & TENANT.
MECHANICAL NOTES
1.THE D/B HVAC SUB-C SHALL BE RESPONSIBLE FOR PROVIDING ENGINEERING DESIGN DRAWINGS, LAYOUT, SHOP
DRAWING SUBMITTALS AND INSTALLATION FOR SUPPLY, RETURN, MAKE-UP AIR & EXHAUST SYSTEMS & CONTROL
WIRING, DEVICES & EQUIP. AS REQUIRED BY THE LATEST EDITION OF THE INTERNATIONAL MECHANICAL CODE
2015 M.S.B.C. CHAPTER 13, AS AMENDED FOR ENERGY CONSERVATION. WORK SHALL CONFORM TO LATEST
SMACNA & ASHRAE STANDARDS.
2.THE DESIGN/BUILD HVAC SUB-C. SHALL BE RESPONSIBLE FOR CONFORMING TO CH. 13 IBC AS AMENDED BY
MASSACHUSETTS AND 2015 IMC, SECTION 106.3, INCLUDING ALL SEALED AND SIGNED CALCULATIONS AND
NARRATIVES.
3.G.C. AND D/B HVAC SUBCONTRACTOR TO COORDINATE WITH TENANT & TENANT'S VENDORS PRIOR TO
COMPLETING ENGINEERED DESIGN DRAWINGS.
PLUMBING NOTES
1.D/B PLUMBING SUBCONTRACTOR SHALL CONFORM TO ALL STATE CODES, LOCAL CODES, MASS. STATE FUEL GAS
& PLUMBING CODE (CMR 248) FOR ALL WORK.
ELECTRICAL NOTES
1.THE D/B ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE ELECTRICAL ENGINEERING DESIGN (AS
MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION) LAYOUT, SHOP DRAWING SUBMITTALS, AND
INSTALLATION TO SUIT THE WORK. INCLUDING 2015 IECC REQUIREMENTS FOR SECTION 405 POWER
DISTRIBUTIONS AND LIGHTING SYSTEMS: HE/SHE SHALL COORDINATE POWER WIRING AND CABLING, LIGHTING,
DEVICES, EQUIPMENT, RUNS, TERMINATIONS, CIRCUITS AND PANEL LOCATION. COORDINATE ANY SPECIAL
ELECTRICAL DEVICES OR EQUIPMENT REQUIREMENTS WITH THE OWNER PRIOR TO WORK.
2.G.C. TO COORDINATE WITH D/B FIRE ALARM SUB-CONTRACTOR TO LOCATE AND PROVIDE EMERGENCY LIGHTING,
EXIT SIGNS AND EXIT LIGHTS AS PER M.S.B.C. SECTION 1008 & 1013 G.C. TO COORDINATE LOCATIONS &
SPECIFICATIONS WITH ARCHITECT PRIOR TO COMMENCING WITH THE WORK.
3.THE G.C. AND D/B ELECTRICAL SUBCONTRACTOR SHALL REVIEW LIGHT FIXTURE CUTS & SPECIFICATIONS WITH
ARCHITECT AND OWNER PRIOR TO ORDERING AND PRIOR TO THE WORK.
4.THE G.C. SHALL COORDINATE THE WORK OF ALL TRADES REGARDING CEILING-MOUNTED AND
ABOVE-CEILING-MOUNTED EQUIPMENT, DEVICES AND FIXTURES.
5.THE ELECTRICAL D/B SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING TO THE UPGRADES TO NEC &
MEC, LATEST EDITIONS, FOR ALL ELECTRICAL WORK.
6.COORDINATE MASTER BOX, KNOX BOX, AND BEACON LOCATIONS WITH THE D/B ELECTRICAL/FIRE ALARM
DRAWINGS AND THE CITY OF NORTHAMPTON FIRE DEPARTMENT REQUIREMENTS.
7.D/B ELECTRICAL SUBCONTRACTOR TO PROVIDE D/B ENGINEERED FIRE ALARM DRAWINGS AS REQUIRED BY THE
AUTHORITY HAVING JURISDICTION. D/B ELECTRICAL SUBCONTRACTOR TO COORDINATE WITH OWNER. PROVIDE
AND INSTALL A COMPLETE FIRE ALARM SYSTEM AS APPROVED BY THE CITY OF NORTHAMPTON FIRE MARSHALL.
MISCELLANEOUS:
1.G.C. TO COORDINATE THE ARCHITECTURAL, EXISTING STRUCTURAL & EXISTING FIELD CONDITIONS W/ THE D/B
FIRE PROTECTION, PLUMBING, MECHANICAL, FIRE ALARM, & ELECTRICAL DWGS. FOR VERIFICATION OF ALL
PROJECT REQUIREMENTS.
DEMOLITION SPECIFICATIONS:
1.GENERAL
1.A.SUBMIT FOR APPROVAL SELECTIVE DEMOLITION SCHEDULE, INCLUDING SCHEDULE AND METHODS FOR
CAPPING AND CONTINUING UTILITY SERVICES.
1.B.USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN
THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND
THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.
1.C.ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY,
OSHA, 29 CMR 10 AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES AND AUTHORITIES HAVING
JURISDICTION.
1.D.THE DEMOLITION CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL CITY OF NORTHAMPTON
& MASSACHUSETTS STATE REQUIREMENTS FOR PROTECTION OF PERSONS, PROPERTY, TRAFFIC, CONTROL,
BARRICADES, TEMP. LIGHTING, ETC. FOR THE DURATION OF THE DEMOLITION CONTRACT.
1.E.GENERAL CONTRACTOR TO PROVIDE AND COORDINATE A SCHEDULE FOR DEMOLITION WITH SPECIFIC ITEMS
TO CONFORM WITH SCHEDULING FOR OTHER TRADES REQUIRED TO COMPLETE OR PERFORM A DIRECTLY
RELATED PORTION OF WORK. THE G.C. SHALL COORDINATE WITH OWNER AND ABUTTERS REGARDING
DEMOLITION, NOISE, INTRUSIVE LIGHTING, ETC. PRIOR TO CONSTRUCTION AT A PRE-CONSTRUCTION
CONFERENCE.
1.F.G.C. TO VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION
1.G.G.C. TO DEMOLISH ALL ITEMS INDICATED DASHED. REPORT TO ARCHITECT ANY DISCREPANCIES PRIOR TO
DEMOLITION.
2.HANDLING
2.A.WHEN THE NATURE OF DEMOLITION WORK REQUIRES THEIR USE, ERECT AND MAINTAIN DUST CHUTES &
BARRIERS FOR THE DISPOSAL OF MATERIALS, RUBBISH, AND DEBRIS.
2.B.REMOVE AND SALVAGE DEBRIS FROM THE SITE AS IT ACCUMULATES ON A DAILY BASIS. DO NOT STORE, SELL,
BURN, OR OTHERWISE DISPOSE OF DEBRIS ON THE SITE. REMOVE ALL MATERIALS IN SUCH A MANNER AS TO
PREVENT SPILLAGE. KEEP ALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROM THE SITE, CLEAN
AND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES. ALL MATERIALS SHALL BE DISPOSED OF IN A LEGAL
MANNER OFF-SITE.
2.C.ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, PARTITIONS, BARRICADES, WARNING SIGNS,
LIGHTS, AND GUARDS NECESSARY TO PROTECT ADJACENT BUILDING OCCUPANTS, AND WORKERS FROM
INJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH APPLICABLE RULES AND REGULATIONS.
2.D.DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE
VALUE WHICH ARE NOT INCLUDED ON SCHEDULE OF SALVAGE ITEMS TO BE RETURNED TO OWNER SHALL BE
REVIEWED WITH OWNER AS TO WHETHER THEY CAN BE REMOVED FROM THE PREMISES. STORAGE OR SALE
OF ITEMS AT PROJECT SITE IS PROHIBITED. DEMOLISHED MATERIAL SHALL BE COMPLETELY REMOVED FROM
THE SITE AND DISPOSED OF USING LEGAL METHODS.
2.E.DO NOT CLOSE OR OBSTRUCT THE MEANS OF EGRESS, CORRIDORS, OR OTHER OCCUPIED SPACES. REVIEW
ANY SEQUENCE OR PHASING ISSUES W/ BKA ARCHITECTS, OWNER, TENANT, AND CITY OF NORTHAMPTON
PROJECT REPRESENTATIVE. DO NOT INTERRUPT UTILITIES WITHOUT THE WRITTEN PERMISSION OF THE
OWNER OR AUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES.
2.F.CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORM
TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY.
3.SEQUENCING AND EXECUTION
3.A.AFTER CAREFUL STUDY OF THE CONTRACT DOCUMENTS, DETERMINE THE LOCATION AND EXTENT OF
SELECTIVE DEMOLITION TO BE PERFORMED.
3.B.VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIOR TO
STARTING THE WORK.
3.B.1.CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.
3.B.2.MARK INTERFACE SURFACES AS REQUIRED TO ENABLE WORKMAN TO ALSO IDENTIFY ITEMS TO BE
REMOVED, ITEMS TO BE LEFT IN PLACE INTACT, ITEMS TO BE SALVAGED AND/OR FOR REUSE AND
RELOCATION, AND ITEMS TO BE REMOVED AND SORTED FOR RECYCLING.
3.C.PREPARE AND FOLLOW AN ORGANIZED PLAN FOR DEMOLITION AND REMOVAL OF ITEMS.
3.C.1.SHUT OFF, CAP, AND OTHERWISE PROTECT EXISTING UTILITY LINES IN ACCORDANCE WITH THE
REQUIREMENTS OF THE PUBLIC AGENCY OR UTILITY HAVING JURISDICTION. NOTIFY DIG-SAFE AND
CITY OF NORTHAMPTON PRIOR TO EXCAVATION.
3.C.2.COMPLETELY REMOVED ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVED, LEAVING
SURFACES CLEAN, SOLID, AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. IN ALL
ACTIVITIES, COMPLY WITH PERTINENT REGULATIONS & GOVERNMENTAL AGENCIES HAVING
JURISDICTION.
3.D.USE MEANS NECESSARY TO PREVENT DUST BECOMING A NUISANCE TO WORKERS IN THE BUILDING, THE
PUBLIC, NEIGHBORING BUILDINGS, AND TO OTHER WORK BEING PERFORMED.
3.E.SCHEDULE & EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS AND ADJACENT PROPERTY
AGAINST DAMAGE BY WIND-BLOWN OR FALLING DEBRIS.
3.F.IN THE EVENT DEMOLITION OF ITEMS NOT SO SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACE SUCH
ITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL INCREASE IN COST OR TIME TO THE OWNER.
3.G.WHERE EXISTING CONSTRUCTION TO REMAIN IS AFFECTED BY DEMOLITION OR INSTALLATION OF NEW WORK,
PATCH, REPAIR OR REPLACE THE WORK AT SURFACES WHICH HAVE BEEN DAMAGED AND FINISH TO MATCH
EXISTING (T.M.E.) ADJACENT CONSTRUCTION.
3.H.FINISH NEW AND EXISTING SURFACES AS SCHEDULED. CLEAN EXISTING SURFACES OF DIRT, GREASE, AND
LOOSE PAINT BEFORE REFINISHING.
3.I.COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, RE-USE, SHUT-OFF, STUB-OFF, CAPPING-OFF, OR
UPGRADING OF ALL EXISTING, PLUMBING, HVAC, FIRE PROTECTION, FIRE ALARM, SECURITY AND ELECTRICAL
SYSTEMS, EQUIPMENT, AND APPURTENANCES - INCLUDING, BUT NOT LIMITED TO, UTILITY LINES, DUCTS,
CONNECTIONS, PANELS, VENTS, FANS, PIPING, DEVICES, CONTROLS, OUTLETS, AND CONDUIT DURING
CONSTRUCTION AS REQUIRED, AS SCHEDULED, OR AS SPECIFIED IN ACCORDANCE WITH ALL LOCAL,
MUNICIPAL AND STATE CODES TO SUIT THE WORK.
4.SCOPE
4.A.ITEMS TO BE SALVAGED FOR REUSE OR TO BE SORTED FOR RECYCLING:
4.A.1.G.C. TO SALVAGE, STORE AND PROTECT EXISTING TIN CEILING PANELS IN EXISTING HEMPEST
TENANT SPACE FOR RE-USE IN NEW TENANT SPACE. ARCHITECT TO INSPECT AND SELECT PANELS
FROM SALVAGED MATERIAL FOR RE-USE.
4.A.2.ALL METAL PRODUCTS, INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS METALS, ORNAMENTAL
METALWORK, METAL DOORS AND FRAMES, STRUCTURAL STEEL, PLEXIGLASS, ALL UNDAMAGED
ACOUSTICAL CEILING PANELS & DUCTWORK.
4.A.3.MEP ITEMS PER D/B CONTRACTOR. ALL ALUMINUM PRODUCTS, INCLUDING BUT NOT LIMITED TO
ALUMINUM DOORS, FRAMES, AND DUCTWORK.
4.A.4.CARPET, REFER TO MANUFACTURERS RECYCLING METHODS & REQUIREMENTS FOR PICKUP.
4.A.5.ANY OTHER ITEMS DEEMED RECYCLABLE BY THE G.C., OWNER, TENANT, OR ARCHITECT PRIOR TO
THE START OF DEMOLITION.
4.B.REMOVAL OF HAZARDOUS MATERIALS:
4.B.1.IN THE EVENT THAT HAZARDOUS MATERIALS ARE UNCOVERED DURING DEMOLITION WHICH HAVE
NOT BEEN RENDERED HARMLESS, THE G.C. SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED
AND REPORT THE CONDITION TO THE OWNER AND ARCHITECT IN WRITING. WORK SHALL NOT BE
RESUMED UNTIL THE MATERIAL IS RENDERED HARMLESS.
4.B.2.G.C. SHALL FORWARD ALL TESTING REPORTS AND DOCUMENTATION INDICATING REMOVAL OF
HAZARDOUS MATERIALS TO OWNER AND ARCHITECT.
CONSTRUCTION NOTES:
1.USE NO COMBUSTIBLE MATERIALS OVER SUSPENDED CEILINGS. FIRE RETARDANT TREATMENTS
WILL BE EXTENDED TO STRUCTURAL CEILING WHEREVER REQUIRED FOR COMPLIANCE WITH CODE
REQUIREMENTS.
2.USE MINIMUM 20 GAUGE METAL STUDS OR 7/8" METAL FURRING CHANNELS, TYPE AND SPACING IN
ACCORDANCE WITH LOCAL BUILDING REQUIREMENTS, NORMAL SPACING OF 16" O.C., FOR
FRAMING PARTITIONS AND SIMILAR CONSTRUCTION, U.N.O.
3.WOOD DOORS AND FRAMES SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE AMERICAN
WOODWORK INSTITUTE "QUALITY STANDARDS" AND "NATIONAL WOODWORK MANUFACTURERS
ASSOCIATION" SPECIFICATION UNLESS OTHERWISE SPECIFIED.
4.GYPSUM BOARD SHALL BE 5/8" THICK AND SHALL BE MOISTURE AND WATER RESISTANT GRADE IN
ALL WET AREAS, INCLUDING TOILET ROOMS.
5.ALL DIMENSIONS TO AND FROM NEW PARTITIONS ARE FACE OF GYPSUM TO FACE OF GYPSUM,
UNLESS OTHERWISE NOTED.
6.ALL DIMENSIONS TO AND FROM EXISTING WALLS ARE FROM FACE OF EXISTING FINISH TO FACE OF
EXISTING FINISH, UNLESS OTHERWISE NOTED.
5.SEE G201 AND D/B SUB DRAWINGS FOR PATH OF EGRESS AND FIRE ALARM PLAN.
6.UNLESS NOTIFIED OR STATED TO THE CONTRARY, THE G.C. IS RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMITS. THE G.C. IS RESPONSIBLE FOR THE PICK-UP OF THE PERMIT AND ALL
ASSOCIATED FEES. G.C. IS RESPONSIBLE FOR ALL INSPECTIONS AND APPROVALS NEEDED TO
MEET ALL APPLICABLE CODES.
7.WHERE REQUIRED BY LOCAL JURISDICTIONS IT SHALL BE THE RESPONSIBILITY OF THE
ELECTRICAL, PLUMBING, SPRINKLER, & FIRE ALARM SUB-CONTRACTORS, TO OBTAIN ALL
NECESSARY PERMITS & ALL ASSOCIATED FEES FOR THEIR PERMITS RESPECTIVELY. THIS
INCLUDES ANY EXPEDITED FEES NECESSARY TO OBTAIN SUCH PERMITS.
8.THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE TENANT, THROUGH HIS
AUTHORIZED REPRESENTATIVE, ALL WORK WHICH MAY CAUSE INTERRUPTION TO THE EXISTING
MECHANICAL, ELECTRICAL SYSTEM, OR BUILDING OPERATIONS. ADVANCED NOTICE SHALL ALSO
BE GIVEN TO THE OWNER'S & TENANT'S REPRESENTATIVE FOR ANY WORK WHICH WILL INTERFERE
WITH THE FIRE SAFETY AND SECURITY SYSTEMS WITHIN THE BUILDING.
9.THE CONTRACTOR SHALL NOT DETAIL, ORDER, AND/OR FABRICATE ANY MATERIAL WITHOUT
COORDINATING SAME WITH THE ACTUAL FIELD CONDITIONS. THE CONTRACTOR ALONE IS
RESPONSIBLE FOR THE PROPER FITTING AND CONNECTION OF THE NEW CONSTRUCTION TO THE
EXISTING CONSTRUCTION.
10.ALL FIREPROOFING OR SEALANTS THAT ARE DAMAGED AS A RESULT OF WORK SHALL BE PATCHED
WITH MATERIALS AND THICKNESS TO MATCH EXISTING.
11.THE CONTRACTOR SHALL ACCEPT AND UNLOAD DELIVERY OF ALL FURNISHED CONSTRUCTION
MATERIALS, EQUIPMENT, AND FIXTURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
MATERIALS ONCE DELIVERED. UPON ARRIVAL, CONTRACTOR MUST CHECK THE CONDITION AND
QUANTITIES OF THE MATERIALS DELIVERED.
12.THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SEE THAT ALL CUTTING
AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL MATERIALS BY ALL TRADES IS
PROPERLY EXECUTED AS DESCRIBED WITHIN THIS SCOPE OF WORK SHOWN ON THE DRAWINGS
OR ISSUED DOCUMENTS.
13.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER & TENANT THE AREAS OF THE SITE FOR
DELIVERY & STORAGE OF MATERIAL.
14.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ALL
APPLICABLE BUILDING, ELECTRICAL, SAFETY AND SANITARY LAWS ENFORCED IN THE STATE AND
CITY WHERE THIS PROJECT IS LOCATED. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE
RESPONSIBLE FOR ANY VIOLATION OF THE SAME AND SHALL MAKE ALL WORK ACCEPTABLE TO
THE PUBLIC DEPARTMENT INVOLVED WITHOUT EXTRA CHARGE.
15.THE GENERAL CONTRACTOR AND SUPPLIERS OF LABOR AND MATERIALS SHALL PROVIDE A ONE (1)
YEAR GUARANTEE ON ALL WORK AND MATERIALS FROM THE DATE OF SUBSTANTIAL COMPLETION
AND COMPLETION OF ALL PUNCH LIST ITEMS TO THE COMPLETE SATISFACTION OF THE OWNER.
16.THE GENERAL CONTRACTOR AND SUPPLIERS OF LABOR AND MATERIALS SHALL ABIDE BY ALL THE
BUILDING RULES AS SUPPLIED BY BUILDING OWNER & TENANT.
17.INITIATION OF WORK BY THE CONTRACTOR REPRESENTS THAT THE GENERAL CONTRACTOR AND
DEMOLITION CONTRACTOR VISITED THE SITE PRIOR TO BIDDING, ARE FAMILIAR WITH THE SITE
CONDITIONS AND INCORPORATED THE CONDITIONS INTO THE SCOPE OF WORK.
18.PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS
REQUIRED TO MAKE ASSEMBLY RIGID.
19.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS & STRUCTURE
PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES.
20.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES
TO INCLUDE BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE
INSTALLATION OF THE EQUIPMENT & O.F.C.I. ITEMS.
21.G.C. SHALL COORDINATE, SUPPLY & INSTALL PROPER AND ADEQUATE ANCHORS, FURRING,
BLOCKING, STUDS, AND SIMILAR PROVISIONS TO SUPPORT ALL MILLWORK & SHELVING FIXTURES
OR RACK SYSTEMS (INCLUDING TENANT OR OWNER PROVIDED ITEMS) & CONTRACTOR ITEMS, FOR
A FIRM, SECURE, AND CONCEALED SUPPORT OR ATTACHMENT OF WALL OR COLUMN FIXTURES,
LIGHTING FIXTURES, TOILET ROOM ACCESSORIES, AND SERVICE FACILITIES AT LOCATIONS
INDICATED BY PLANS AND/OR ELEVATIONS AND/OR DETAILS. GC SHALL COORDINATE WITH
MILLWORK CONTRACTOR FOR REQUIRED LOCATIONS AND ADEQUACY OF BLOCKING
REQUIREMENTS AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS,
PARTITIONS, COLUMNS, ETC. IF REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, WOOD
BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT AS NEEDED.
22.G.C. SHALL COORDINATE WITH THE FIRE ALARM D/B SUB-CONTRACTOR FOR THE INSTALLATION OF
ANY FIRE ALARM SYSTEM REQUIRED BY THE LOCAL FIRE MARSHALL OR FIRE DEPARTMENT
OFFICIAL.
23.ANY & ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE FILLED, TAPED, SEALED,
ETC. USING FIRE PROTECTION MATERIAL IN ACCORDANCE WITH ANY OR ALL LOCAL, STATE, OR
FEDERAL CODES.
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_G-101 GENERAL NOTES & SPECIFICATIONS.dwgLast save: Oct 10, 2019 - 2:09pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
G
101
GENERAL NOTES &
SPECIFICATIONS
ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
SCALE:
1 FIRST FLOOR EGRESS PLAN
1/4" = 1'-0"
N
DESIGN
NORTH
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
ENTRY/ EXIT
VESTIBULE
100
SECURITY
OFFICE
101
SALES
AREA
102
EXISTING
ELEC. RM
103
I.T. CLOSET
101A
STAIR
ST1
POS
STATIONS
102A
HALL
103A
ACCESSIBLE
RESTROOM
106
FLUSH MOUNT CRAWLSPACE
ACCESS PANEL (PROVIDE
EMERGENCY LIGHTING AND
FIRE ALARM NOTIFICATION IN
CRAWLSPACE AS REQUIRED)
FE
FE
UP
SD
SD
SD
F
F
F
F
MAX TRAVEL DISTANCE =
± 47'-6" (75' ALLOWED)
MAX TRAVEL DISTANCE =
± 72'-10" (75' ALLOWED)
HALL
104
F
SLOPE
5% MAX.DN
W
W W
JAN.
CL.
105
SCALE:
2 SECOND FLOOR EGRESS PLAN
1/4" = 1'-0"
N
DESIGN
NORTH
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
STAIR
ST1
STO.
CL.
201
CORRIDOR
200
BREAK
ROOM
204
COUNTING RM
206VAULT
207
OFFICE
203
PACKAGING
202
FE
DN
SD
SD
F
F
F
BATH
205
ATTIC ACCESS (PROVIDE
EMERGENCY LIGHTING AND
FIRE ALARM NOTIFICATION
IN ATTIC AS REQUIRED)
MAX TRAVEL DISTANCE =
± 72'-10" (75' ALLOWED)
JAN.
CL.
200A
W
CLASS A,B,C, 20-B FIRE
EXTINGUISHER - SEE NOTE #2
BELOW
MINIMUM 44" CLEAR EGRESS
PATH
LED EXIT SIGN - REFER TO
NOTE #3 BELOW
FIRE ALARM PULL STATION
FIRE ALARM AUDIO VISUAL
DEVICE
NOTE:
1.E = EXISTING, ER = EXISTING TO BE RELOCATED, N = NEW, W = WALL-MOUNTED
2.G.C. SHALL PROVIDE FIRE EXTINGUISHERS AND SIGNAGE AS REQUIRED BY LOCAL
CODE AND AS PER THE FIRE DEPARTMENT REQUEST.
3.ILLUMINATED EXIT SIGN WITH DESIGNATION OF 'EL' INDICATES LITE TO BE EDGE LIT.
FE
SD CEILING MOUNTED SMOKE
DETECTOR
FAA FIRE ALARM ANNUNCIATOR
PANEL
INDICATES PORTION OF EXISTING
CONSTRUCTION NOT IN
CONTRACT
FCAP FIRE ALARM CONTROL PANEL
F
F
BATTERY BACK-UP EMERGENCY
LIGHTING
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_GC-201 EGRESS FLOOR PLANS.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
GC
201
EGRESS FLOOR PLANS
UP
ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
UP
UP
SCALE:
1 FIRST FLOOR DEMOLITION PLAN
1/4" = 1'-0"
EXISTING
ANGELO'S
BARBER SHOP
1
1
2
2
1A
1A
1
3
2
2
2
2
3
2
2
2
4
EXIST.
BATH
EXISTING
BATH
EXIST.
STAIR
EXIST.
HALL
EXISTING
HALL
EXISTING
HEMPEST SHOP
EXISTING
HEMPEST SHOP
STORAGE
EXIST.
CLO.
EXISTING
CLOSET
EXIST.
STOR. CLO.
1
1
5 5
1
7
8
8
8
7
7
8
10
BELOW
10
BELOW
2
EXISTING
STORAGE
SHED
11
11
11
12
13
14
(N.I.C.)
3
3
15
17
17± 22'-2"APPROXIMATE EXTENT OF VINYL SIDING REMOVAL16
± 24'-6"APPROXIMATE EXTENT OF VINYL SIDING REMOVAL16
16
16
10A10A
1A
19
N
DESIGN
NORTH
(ENTIRE TENANT
SPACE, TYP.)
15
(ENTIRE TENANT
SPACE, TYP.)
15
(ENTIRE TENANT
SPACE, TYP.)
1
1
1
9
16A
EXTENT OF 4x4 LANDSCAPING
TIMBERS DEMOLITION
EXTENT OF 4x4 LANDSCAPING
TIMBERS DEMOLITION
EXISTING ELECTRICAL
EQUIPMENT AND
METERS TO REMAIN
EXISTING
ELEC.
ROOM
6
6
TYP.
TYP.
9
3
1
20
± 1'-9"
G.C. TO V.I.F.
18
SCALE:
2 SECOND FLOOR DEMOLITION PLAN
1/4" = 1'-0"
DN
EXIST.
BATH
EXIST.
CLO.
EXIST.
STAIR
EXISTING
BEDROOM
EXISTING
BEDROOM EXISTING
CLOSET
EXIST.
HALL
EXISTING
LIVING ROOM
EXISTING
KITCHEN
EXISTING
DINING
1
2
2
2
2
2
2
4
11
1
5
5
1
6
1
1
8
7A
TYP.
7A
TYP.
7A
TYP.
7A
EXISTING
DECK
2
EXISTING
APARTMENT
15
(ENTIRE
APT., TYP.)
17
1717± 24'-6"APPROXIMATE EXTENT OF VINYL SIDING REMOVAL± 25'-5"APPROXIMATE EXTENT OF VINYL SIDING REMOVAL16
16
3
18
18
EXTENT OF DEMO TO BE
COORDINATED WITH NEW VAULT
ROOM LOCATION. G.C. TO
COORDINATE WORK WITH NEW
SECURED FLOORING. REFER TO
FRAMING AND FLOOR PLANS FOR
ADDITIONAL INFORMATION
N
DESIGN
NORTH
16A ± 11'-0"G.C. TO V.I.F.± 10'-0"
G.C. TO V.I.F.
18
18
DEMOLITION LEGEND
EXISTING CONSTRUCTION TO BE REMOVED
EXISTING CONSTRUCTION TO REMAIN
EXISTING DOOR & FRAME ASSEMBLY TO REMAIN
EXISTING DOOR & FRAME ASSEMBLY TO BE DEMOLISHED
DESIGNATES AREA OF BUILDING N.I.C. - NO WORK TO BE DONE
(ADJACENT TENANT SPACE)
#DESIGNATES DEMOLITION KEY PLAN NOTE
DEMOLISH EXISTING PARTITION TO EXTENTS SHOWN AND ALL ASSOCIATED FRAMING,
MECHANICAL EQUIPMENT, ELECTRICAL WIRING, ETC. IN THEIR ENTIRETY. WHERE
REMOVAL OF EXISTING PARTITION INTERSECTS PARTITIONS THAT ARE TO REMAIN.
PATCH, REPAIR AND BLEND WITH ADJACENT SURFACES TO MATCH EXISTING.
DEMOLISH EXISTING BUILD-OUT PARTITION BACK TO EXTERIOR WALL TO EXTENTS
SHOWN AND ALL ASSOCIATED ITEMS REFERENCED ON DEMO "NOTE #1".
DEMOLISH EXISTING DOOR & FRAME IN THEIR ENTIRETY, ADJACENT PARTITION TO
REMAIN, U.N.O.
DEMOLISH EXISTING EXTERIOR WINDOW GLAZING AND FRAME SYSTEM, INCLUDING BUT
NOT LIMITED TO ALL ASSOCIATED MILLWORK IN ITS ENTIRETY.
DEMOLISH EXISTING INTERIOR WOOD STAIR AND ALL ASSOCIATED MATERIALS IN THEIR
ENTIRETY, INCLUDING BUT NO LIMITED TO HANDRAILS, ETC.
DEMOLISH EXISTING PLUMBING FIXTURES IN THEIR ENTIRETY. CUT AND CAP AND/OR
REMOVE IN ITS ENTIRETY, EXISTING PIPING NOT BEING USED AND/OR CONFLICTING
WITH NEW WORK, BACK TO WALL AND/OR FLOOR AS TO ALLOW FOR THE
INSTALLATION OF NEW FINISHES.
DEMOLISH EXISTING MILLWORK CABINETRY, COUNTERS, SHELVING, ETC., INCLUDING
ALL ASSOCIATED MATERIALS AND SUPPORTING BRACKETS.
DEMOLISH EXISTING FLOORING AND WALL BASE IN ITS ENTIRETY. PREP CONCRETE
SLAB TO RECEIVE NEW FLOOR FRAMING.
DEMOLISH EXISTING FLOORING AND WALL BASE IN ITS ENTIRETY DOWN TO EXISTING
SUBFLOOR. PREP EXISTING SUBFLOOR AS REQUIRED TO RECEIVE NEW FLOOR FINISH.
DEMOLISH EXISTING FLOORING & SUBFLOORING IN ITS ENTIRETY DOWN TO EXISTING
WOOD FLOOR FRAMING BELOW. G.C. TO VISUALLY INSPECT EXISTING FLOOR FRAMING
AND REPLACE MEMBERS AS REQUIRED DUE TO ANY EXISTING ROT DAMAGE AND/OR
CONFLICTING WITH NEW FLOOR FRAMING WORK.
DEMOLISH EXISTING WOOD FLOOR ASSEMBLY IN ITS ENTIRETY, INCLUDING FLOOR
FRAMING AND ASSOCIATED MATERIALS. G.C. TO PROVIDE TEMPORARY SHORING TO
EXISTING EXTERIOR AND INTERIOR BEARING WALLS AS NEEDED PRIOR TO DEMOLITION
AND PROVIDE NEW FRAMING AS REQUIRED TO ACCOMMODATE FOR NEW LOWER FLOOR
FRAMING ELEVATION. G.C. TO COORDINATE DEMOLITION WORK WITH NEW PROPOSED
FLOOR FRAMING WORK AND INFORM THE ARCHITECT OF ANY DISCREPANCIES
IMMEDIATELY.
DEMOLISH TOP OF EXISTING CMU FOUNDATION WALL AS REQUIRED TO ACCOMMODATE
FOR NEW LOWER WOOD FLOOR FRAMING JOISTS. G.C. TO PROVIDE TEMPORARY
SHORING OF EXISTING EXTERIOR AND INTERIOR BEARING WALLS AS NEEDED PRIOR TO
DEMOLITION. G.C. TO COORDINATE DEMOLITION WORK WITH NEW PROPOSED FRAMING
WORK. G.C. TO INFORM THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
DEMOLISH TOP OF EXISTING CMU FOUNDATION WALL AS REQUIRED TO ACCOMMODATE
THE INSTALLATION OF NEW INTERIOR STAIR AND EXTERIOR DOORS. G.C. TO
COORDINATE DEMOLITION WORK WITH NEW INTERIOR STAIR AND EXTERIOR DOORS
LOCATIONS. REFERENCE FLOOR PLAN FOR ADDITIONAL INFORMATION.
REMOVE EXISTING THRU-WALL A/C UNIT AND ALL ASSOCIATED SUPPORTS AND/OR
BRACKETS IN THEIR ENTIRETY. G.C. TO INFILL OPENING TO MATCH ADJACENT WALL
CONSTRUCTION. WALL INFILL TO MEET 2015 IECC CODE REQUIREMENTS, REFER TO
FLOOR PLAN FOR ADDITIONAL INFORMATION. MATCH AND BLEND FINISHES WITH
ADJACENT SURFACES.
DEMOLISH EXISTING CONCRETE STEPS AND WALKWAY BACK TO STREET SIDEWALK IN
ITS ENTIRETY. G.C. TO PROVIDE NEW LANDSCAPING IN DEMOLITION AREAS TO MATCH
ADJACENT. COORDINATE DEMOLITION AND NEW LANDSCAPING WORK WITH OWNER.
DEMOLISH EXISTING WOOD DECK PLATFORM, STAIRS, RAILINGS AND ALL ASSOCIATED
COMPONENTS, INCLUDING BUT NOT LIMITED TO CONCRETE FOUNDATION PIERS IF
EXISTING, CONCRETE WALKWAY AND LEDGER BOARD WITH ASSOCIATED ANCHORS.
COORDINATE DEMOLITION WORK WITH NEW WORK AND WITH OWNER.
DEMOLISH EXISTING CONCRETE WALKWAY, 4X4 LANDSCAPING TIMBERS & ASSOCIATED
LANDSCAPING BACK TO ASPHALT DRIVEWAY AS TO ALLOW FOR NEW CONCRETE
ACCESSIBLE ENTRANCE WALKWAY. COORDINATE DEMOLITION WORK WITH NEW WORK
AND WITH OWNER. PROVIDE NEW LANDSCAPING IN ALL EXTERIOR AREAS AFFECTED BY
DEMOLITION AND/OR NEW WORK. COORDINATE NEW LANDSCAPING WITH OWNER.
DEMOLISH EXISTING ELECTRICAL BASEBOARD AND ALL ASSOCIATED COMPONENTS,
BUT NOT LIMITED TO THERMOSTATS, LOW VOLTAGE WIRING, JUNCTION BOXES, ETC..
DEMOLISH EXISTING VINYL SIDING, SHUTTERS & VENTED SOFFIT DOWN TO SUBSTRATE
AS NOTED. G.C. TO VISUALLY INSPECT WOOD SUBSTRATE & REPLACE DAMAGED
AND/OR ROTTED AREAS AS REQUIRED (ALLOW FOR 20% REPLACEMENT IN BASE BID).
EXISTING RAKE & SOFFIT BOARDS TO REMAIN. G.C. TO VISUALLY INSPECT BOARDS AND
REPLACE AS REQUIRED. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL INFO..
DEMOLISH EXISTING GUTTER AND DOWNSPOUT AND ALL ASSOCIATED COMPONENTS,
INCLUDING BUT NOT LIMITED TO SUPPORTING BRACKETS, FASTENERS, ETC. PREP
SURFACES TO RECEIVE NEW GUTTER & DOWNSPOUT. REFER TO EXTERIOR
ELEVATIONS FOR ADDITIONAL INFORMATION.
DEMOLISH EXISTING BUILDING EXTERIOR SIGNAGE AND ALL ASSOCIATED
COMPONENTS, INCLUDING BUT NOT LIMITED TO SUPPORTING BRACKETS, FASTENERS
AND IF APPLICABLE, LIGHTING COMPONENTS BACK TO POWER SOURCE. WHERE
APPLICABLE, PATCH AND/OR REPAIR ROOF AS REQUIRED TO MATCH EXISTING DUE TO
SIGNAGE REMOVAL.
DEMOLISH EXISTING GYPSUM WALL BOARD AND REMOVE EXTERIOR WALL INSULATION.
REFER TO FLOOR AND FRAMING PLANS FOR ADDITIONAL INFORMATION.
EXISTING ELECTRICAL SUB-PANEL TO BE DEMOLISHED AND/OR RELOCATED TO SECOND
FLOOR STAIR CLOSET. G.C. TO COORDINATE WORK AND ENGINEERING DESIGN WITH
D/B ELECTRICAL SUBCONTRACTOR.
EXISTING TENANT MAILBOXES IN THIS AREA TO REMAIN. G.C. TO PROTECT AND
MAINTAIN ACCESSIBLE TO BUILDING TENANTS THROUGHOUT CONSTRUCTION.
DEMOLITION PLAN KEY NOTES -#
1A
3
4
5
6
1
2
11
12
7
7A
8
13
14
15
9
16
17
18
10
19
16A
10A
20
1.G.C. TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND
INFORM THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
2.G.C. IS RESPONSIBLE TO PROVIDE TEMPORARY SUPPORT/SHORING OF EXISTING
CONSTRUCTION PRIOR TO DEMOLITION AS REQUIRED TO ACCOMMODATE
DEMOLITION AND CONSTRUCTION ACTIVITIES.
3.DEMOLITION CONTRACTOR TO PATCH, REPAIR, AND/OR REPLACE ALL ITEMS AND
MATERIAL DESIGNATED TO REMAIN OR BE RELOCATED THAT ARE DAMAGED DUE
TO DEMOLITION ACTIVITIES.
4.G.C. TO PATCH AND REPAIR EXISTING-TO-REMAIN WALLS TO MATCH EXISTING
ADJACENT CONSTRUCTION.
5.DEMOLITION CONTRACTOR TO VISIT SITE PRIOR TO SUBMITTING BID. NO
ADDITIONAL COMPENSATION WILL BE PAID BY THE TENANT FOR WORK
RESULTING FROM A LACK OF FAMILIARITY WITH THE EXISTING CONDITIONS.
GENERAL DEMOLITION NOTES:
1.G.C. TO INCLUDE AN ALLOWANCE TO DEMOLISH ENTIRE SECOND FLOOR FRAMING
FLOOR JOISTS IN THEIR ENTIRETY AND PREPARE WALLS TO RECEIVE NEW
FLOORING JOISTS DUE TO POSSIBLE UNKNOWN STRUCTURAL FLOOR
CONSTRUCTION DEFICIENCIES.
DEMOLITION ALLOWANCES:
(REFER TO SHEET G101 FOR ADDITIONAL DEMOLITION SPECIFICATIONS)
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_AD-100 DEMOLITION FLOOR PLANS & NOTES.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
AD
100
DEMOLITION FLOOR
PLANS & NOTES
SCALE:
2 REFLECTED CEILING PLAN
1/4" = 1'-0"
SECOND FLOOR DEMOLITION
EXIST. BATH
EXIST.
CLO.
EXIST.
STAIR
EXISTING
BEDROOM
EXISTING
BEDROOM
EXISTING
CLOSET
EXIST.
HALL
EXISTING
LIVING ROOM
EXIST.
KITCHEN
AREA
EXIST.
DINING
AREA
2 3
2 3
2 3
2 3
2 3
2 43 EXISTING
APARTMENT
2 53
(ENTIRE
APT., TYP.)
N
DESIGN
NORTH
SCALE:
1 REFLECTED CEILING PLAN
1/4" = 1'-0"
FIRST FLOOR DEMOLITION
1
6 6
EXISTING
ANGELO'S
BARBER SHOP
EXIST. BATH
EXISTING
BATH
EXIST.
STAIR
EXIST.
HALL
EXIST. HALL
EXISTING
ELEC.
ROOM
EXISTING
HEMPEST SHOP
EXISTING
HEMPEST SHOP
STORAGE
EXIST.
CLO.
EXISTING
CLOSET
EXIST.
STOR. CLO.
EXISTING
STORAGE
SHED
(N.I.C.)
2
TYP.
2
TYP.
5
3
2
TYP.
3
2
TYP.
43
2
TYP.
4
3
2
3
2
TYP.
3
(OPEN TO
STRUCT.
ABOVE)
2 3
3
2
TYP.
53
2
TYP.
53
2 3ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
N
DESIGN
NORTH
SALVAGE, STORE AND PROTECT EXISTING TIN CEILING PANELS FOR RE-USE IN NEW
TENANT SPACE. ARCHITECT TO INSPECT AND SELECT PANELS FROM SALVAGED
MATERIAL FOR RE-USE.
DEMOLISH ALL EXISTING WALL AND CEILING MOUNTED LIGHT FIXTURES, MOUNTING
BRACKETS, JUNCTION BOXES, ABANDONED WIRING, ETC., INCLUDING WIRING BACK TO
ELECTRICAL PANEL. TYP. THROUGHOUT ENTIRE PROPOSED TENANT SPACE WORK AREA.
DEMOLISH ALL EXISTING CEILINGS IN THEIR ENTIRETY, TO INCLUDE ALL GYPSUM
CEILINGS, SOFFITS, DROP CEILINGS WITH ALL ASSOCIATED SUPPORT SYSTEMS.
DEMOLISH EXISTING BATHROOM EXHAUST FANS, DUCTWORK BACK TO ROOF AND ALL
ASSOCIATED MATERIALS IN THEIR ENTIRETY.
DEMOLISH ALL EXISTING HVAC DUCTWORK, PIPPING, ELECTRICAL WIRING BACK TO
EXISTING PANEL AND EQUIPMENT WITHIN WORK AREA NOT BEING RE-USED AND/OR
CONFLICTING WITH NEW WORK. CAP AND PATCH EXISTING SYSTEMS FROM ADJACENT
BUILDINGS AS IT MAY OCCUR.
DEMOLISH EXISTING EXTERIOR LIGHT FIXTURES AT ROOF SOFFIT AND PREP AREA TO
RECEIVE NEW EXTERIOR LIGHT FIXTURE. REFER TO REFLECTED CEILING PLAN FOR
ADDITIONAL INFORMATION. DE-ENERGIZE POWER TO FIXTURE LOCATIONS DURING
CONSTRUCTION AS REQUIRED. ALL EXTERIOR BUILDING LIGHTING TO BE CONNECTED
TO OWNER'S ELECTRICAL SERVICE METER.
DEMOLITION RCP KEY NOTES -DEMOLITION LEGEND
EXISTING CONSTRUCTION TO BE REMOVED
EXISTING CONSTRUCTION TO REMAIN
DESIGNATES AREA OF BUILDING N.I.C. - NO WORK TO BE DONE
(ADJACENT TENANT SPACE)
#
2
1
#DESIGNATES DEMOLITION KEY
REFLECTED CEILING PLAN NOTE
3
4
5
6
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_AD-200 DEMOLITION REFLECTED CEILING PLANS.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
AD
200
DEMOLITION
REFLECTED CEILING
PLANS
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-001 STRUCTURAL GENERAL NOTES.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
001
STRUCTURAL
GENERAL NOTES
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-002 GENERAL STRUCTURAL DETAILS.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
002
GENERAL
STRUCTURAL
DETAILS
ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
SCALE:
1 FOUNDATION PLAN
1/4" = 1'-0"
3-1/2" DIA. CONCRETE FILLED
LALLY COLUMN W/ BASEPLATE
AND SIMPSON LCC CAP ON 30" x
30" x 12" DEEP REINF. CONC.
FOOTING W/ (3) #5 E.W.± 8'-3"± 8'-3"1'-0"1'-0"± 7'-3"± 7'-3"1'-0"1'-0"
BUILT-UP GIRDER - REFER
TO FRAMING PLAN FOR
ADDITIONAL INFORMATION.
3-1/2" DIA. CONCRETE FILLED LALLY
COLUMN W/ BASEPLATE AND SIMPSON
LCC CAP ON 30" x 24" x 12" DEEP
REINF. CONC. FOOTING W/ (3) #5 E.W.,
TYP. AT ALL OUTER MIDDLE FOOTINGS
3-1/2" DIA. CONCRETE FILLED LALLY
COLUMN W/ BASEPLATE AND SIMPSON
LCC CAP ON 24" x 24" x 12" DEEP
REINF. CONC. FOOTING W/ (3) #5 E.W.,
TYP. AT ALL CORNER FOOTINGS
12" LONG #4 DOWELS AT 12" O.C. W/ 4"
EMBEDMENT IN EXISTING CONCRETE
FOOTING. DRILL HOLES IN EXISTING
FOOTING TO ACCEPT DOWELS AND
FILL WITH EPOXY TYP. AT ALL SIDES
ABUTTING EXISTING FOOTINGS
2
A100
1
A400
3" CONC. RAT SLAB ON
6 MIL VAPOR BARRIER
ON 6" CRUSHED STONE.
2
A400
N
DESIGN
NORTH
SCALE:
2 DETAIL @ INT. FOOTING
1" = 1'-0"
1'-3"
2'-6"
1'-3"3"1'-0"1'-3"(3) - #5 REBAR EACH
WAY - TYPICAL
3-1/2" DIAMETER LALLY
COLUMN W/ BASEPLATE
ANCHORED TO FOOTING
3" CONC. SLAB ON 6 MIL
VAPOR BARRIER OVER
6" CRUSHED STONE
2'-6" x 2'-6" CONCRETE
FOOTING BELOW SLAB
1/4" LEVELING PLATE AND
3/4" NON-SHRINK GROUT 9"3/4" BASE PLATE x 12"
SQ. W/ (4) 1" DIA. A307
ANCHOR BOLTS W/ 4"
STANDARD HOOK
1 - THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY IS
2,000 PSF, WHICH IS TO BE VERIFIED IN THE FIELD BEFORE
CONSTRUCTION.
2 - FOOTING SHALL BE CARRIED TO LOWER ELEVATION THAN
SHOWN ON THE DRAWINGS IF REQUIRED TO REACH PROPER
BEARING CAPACITY.
3 - COMPACT ALL FILL UNDER FOOTINGS AND SLABS TO 95% MAX
DRY DENSITY AND VERIFY.
FOOTINGS & CONCRETE NOTES:
FOOTINGS:CONCRETE:
1 - ALL CONCRETE WORK AND MATERIALS SHALL COMPLY WITH THE
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-96).
2 - FOOTING - CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF
3000 PSI, WITH MAXIMUM 3/4 INCH AGGREGATE AND MAXIMUM 6% AIR
ENTRAINMENT FOR EXTERIOR CONCRETE EXPOSED TO MOISTURE.
3 - CRAWLSPACE SLAB - CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE
STRENGTH OF 3000 PSI, WITH MAXIMUM 3/4 INCH AGGREGATE
4 - EXTERIOR CONCRETE WALKS/RAMP - CONCRETE SHALL HAVE A 28-DAY
COMPRESSIVE STRENGTH OF 4000 PSI, WITH MAXIMUM 3/4 INCH AGGREGATE
AND MAXIMUM 6% AIR ENTRAINMENT FOR EXTERIOR CONCRETE EXPOSED TO
MOISTURE.
5 - ALL REINFORCING STEEL SHALL BE DEFORMED BARS OF NEW BILLET STEEL
CONFORMING TO ASTM A 615 GRADE 60. ALL WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A 185.
6 - CONCRETE COVER OF REINFORCING BARS SHALL BE AS FOLLOWS:
A. 3" AT CONCRETE PLACED DIRECTLY AGAINST EARTH.
B. 2" AT WALLS RETAINING SOIL OR WATER.
C. 1-1/2" AT ALL OTHER LOCATIONS.
7 - NO HORIZONTAL CONSTRUCTION JOINTS ARE ALLOWED, UNLESS SPECIFICALLY
SHOWN ON THE DRAWINGS OR ALLOWED IN WRITING BY THE ENGINEER.
8 - ALL GROUT FOR BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC,
WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI.
9 - PROVIDE 1/2" ISOLATION JOINTS AROUND SLAB PERIMETER AND ALL SLAB
PENETRATIONS.
10 - SAWCUTS TO BE 1/4 DEPTH OF OVERALL SLAB THICKNESS. PROVIDE 2'-0 X 2'-0"
DIAMOND SHAPED SAW CUT AT COLUMN AND SAWCUT AT COLUMN LINE,
MID-SPAN, AND INSIDE CORNERS. SAW CUT AT SLAB TO BE 8'-0" MAX SPACING.
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-100 FOUNDATION PLAN, NOTES, & DETAILS.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
100
FOUNDATION PLAN,
NOTES, & DETAILS
SCALE:
1 FIRST FLOOR FAMING PLAN
1/4" = 1'-0"
± 5'-0"
G.C. TO V.I.F.
SOLID WOOD BLOCKING, TYP.
± 19'-7"
G.C. TO V.I.F.
± 17'-9"
G.C. TO V.I.F.
8"8"
± 42'-4"
G.C. TO V.I.F.± 13'-7"G.C. TO V.I.F.± 19'-1"G.C. TO V.I.F.8"8"± 26'-0"G.C. TO V.I.F.± 45'-9"G.C. TO V.I.F.EXISTING 8" CMU FOUNDATION
WALL TO REMAIN. REPAIR
WALL AS REQUIRED AND
GROUT SOLID, TYP. OF (4)
EXISTING 2x4 EXTERIOR
WOOD FRAME WALL ABOVE
TO REMAIN, TYP.
FACE OF FOUNDATION
WALL BELOW, TYP.
EXISTING WOOD FLOOR FRAMING TO REMAIN.
G.C. TO VISUALLY INSPECT FLOOR JOISTS AND
REPLACE MEMBERS AS REQUIRED DUE TO
ANY EXISTING ROT DAMAGE AND/OR
CONFLICTING W/ NEW FLOOR FRAMING WORK.
EXISTING WOOD BLOCKING
TO REMAIN. IF NONE EXISTS,
G.C. TO INSTALL WOOD
BLOCKING AS REQUIRED
2x WOOD FLOOR JOISTS @ 16" O.C. TO MATCH EXISTING. G.C.
TO INSTALL NEW WOOD FLOOR JOISTS AT SAME ELEVATION
OF ANGELO'S BARBER SHOP EXISTING FLOOR JOISTS.
PROVIDE WOOD JOIST LEDGERS AS REQUIRED TO PROPERLY
SUPPORT AND SECURE NEW FLOOR JOISTS. G.C. TO FIELD
VERIFY EXISTING CONDITIONS AND REVIEW W/ ARCHITECT
SOLID WOOD BLOCKING, TYP.2 x 10 WOOD JOISTS @ 16" O.C.EXISTING 8" CMU FOUNDATION
WALLS TO REMAIN. REPAIR
WALL AS REQUIRED AND
GROUT SOLID, TYP. OF (4)
EXISTING CMU FOUNDATION WALL BELOW
SOLID WOOD BLOCKING, TYP.
2X WOOD RIM JOIST
2X WOOD RIM JOIST
SOLID WOOD BLOCKING, TYP.
EXISTING 2x4 EXTERIOR
WOOD FRAME WALL TO
REMAIN, TYP.
2 x P.T. WOOD JOISTS @ 16" O.C.
2 x P.T. WOOD JOISTS @ 16" O.C.
EXISTING 2x4 WOOD FRAME
WALL TO REMAIN, TYP.
EXISTING CONCRETE SLAB
TO REMAIN, TYP.
2 x P.T. WOOD FLOOR JOISTS @ 16" O.C. OVER
EXISTING CONCRETE SLAB. G.C. TO INSTALL
NEW WOOD FLOOR JOISTS TO MATCH NEW
FLOOR ELEVATION THROUGHOUT.
± 17'-6"
G.C. TO V.I.F.
1
A400
2
A400
(2) 1-3/4" x 9-1/4" LVL CONT. (2)
SPANS W/ SIMPSON LCC 3.5-3.5
LALLY COLUMN CAP, TYP.
(3) 1-3/4" x 9-1/4" LVL CONT. (2)
SPANS W/ SIMPSON LCC 5.25-3.5
LALLY COLUMN CAP
(2) 1-3/4" x 9-1/4" LVL CONT. (2)
SPANS W/ SIMPSON LCC 3.5-3.5
LALLY COLUMN CAP, TYP.
ATTACH 2X10 RIM BOARD TO
EXISTING CMU WALL W/ 2-1/2" DIA.
HILTI KWIK BOLTS @ 32" O.C. W/
MIN. 4" EMBEDMENT, TYP.
NOTE:
G.C. TO SHORE UP EXISTING
STRUCTURE AND FOUNDATION
WALLS AS REQUIRED FOR ALL
DEMOLITION AND NEW WORK, TYP.± 3'-0" R.O.G.C. TOVERIFYW/ MANUF.2X10 FLOOR ACCESS DOOR FRAMED
OPENING. G.C. TO FIELD VERIFY
LOCATION & COORDINATE ROUGH
OPENING W/ DOOR MANUFACTURER
± 13'-9" R.O.G.C. TO COORD. FINAL LOCATION W/ FLOOR PLAN± 3'-0"
R.O.
± 6"
INSTALL (2) 1-3/4" x
9-1/4" LVL BELOW
BEARING WALL ABOVE
2 x 10 WOOD FLOOR JOISTS @ 16" O.C.
G.C. TO INSTALL NEW WOOD FLOOR
JOISTS AT SAME ELEVATION OF ANGELO'S
BARBER SHOP EXISTING FLOOR JOISTS.
PROVIDE WOOD RIM JOISTS AS REQUIRED.
N
DESIGN
NORTH
1- FRAME INTERIOR STAIR WITH (3) 2x12 STRINGERS. FRAME STAIR LANDINGS WITH 2x8
JOISTS AT 16" O.C, DOUBLE OUTSIDE STRINGERS AND LANDING JOISTS. TOP OF
STRINGERS TO BE JOIST HUNG FROM 2x12 HEADER.
2- INSTALL ADDITIONAL FLOOR JOISTS BENEATH INTERIOR PARTITIONS RUNNING
PARALLEL TO FRAMING. ALTERNATE TO BE BLOCKING AT 24" O.C. RUNNING
PERPENDICULAR TO FLOOR JOISTS WITHIN JOIST BAY BENEATH INTERIOR WALL
PARTITIONS.
3- DEFLECTION AT FLOOR DESIGNED FOR L/480.
4- INSTALL METAL JOIST HANGERS AT ALL PERPENDICULAR CONNECTIONS. G.C. TO
MATCH CAPACITY OF HANGER WITH INTENDED USE.
5- INSTALL SOLID BLOCKING BETWEEN JOISTS AT LOCATIONS ABOVE SUPPORT BEAMS.
6- P.T. LUMBER MUST BE USED WHERE WOOD COMES IN CONTACT WITH CONCRETE.
7- FLOOR FRAMING TO BE ADJUSTED AS REQUIRED TO ACCOMMODATE PLUMBING
FIXTURE LOCATIONS ABOVE.
WOOD FRAMING NOTES:
SCALE:
2 SECOND FLOOR FRAMING PLAN
1/4" = 1'-0"
± 19'-7"
G.C. TO V.I.F.
± 42'-4"
G.C. TO V.I.F.
± 5'-0"
G.C. TO V.I.F.
± 17'-9"
G.C. TO V.I.F.± 25'-3"G.C. TO V.I.F.10'-3"
SISTER 1ST & 2ND FLOOR WALL STUDS
2'-8"
EXISTING WOOD BLOCKING
TO REMAIN. IF NONE EXISTS,
G.C. TO INSTALL WOOD
BLOCKING AS REQUIRED
EXISTING WOOD FLOOR
FRAMING TO REMAIN. (REFER
TO FRAMING ALLOWANCE #1
FOR ADDITIONAL INFORMATION)
2x4 WALL FRAMING BELOW
TO SUPPORT STAIR OPENING
SECOND FLOOR FRAMING
SOLID WOOD
BLOCKING, TYP.
2x12 WOOD
RIM JOIST(2) 1-3/4" x 11-1/4"
LVL BEAMS
EXISTING WOOD FLOOR
JOISTS TO REMAIN. G.C. TO
CUT BACK JOISTS FOR NEW
FRAMED STAIR OPENING AS
REQUIRED, TYP.
EXISTING WOOD FLOOR FRAMING TO
REMAIN. (REFER TO FRAMING ALLOWANCE
#1 FOR ADDITIONAL INFORMATION)
EXISTING WOOD BLOCKING
TO REMAIN. IF NONE EXISTS,
G.C. TO INSTALL WOOD
BLOCKING AS REQUIRED
INFILL EXISTING FLOOR STAIR
OPENING W/ 2X10 WOOD JOISTS
@ 16" O.C. AS REQUIRED.
± 8'-0"
G.C. TO V.I.F.CL CL
3 1/2" x 3 1/2" PSL POST TO FLOOR
BELOW. G.C. TO PROVIDE SOLID
BLOCKING BETWEEN FLOOR JOISTS
TO TOP OF FOUNDATION WALL.
POST CAP TO BE "SIMPSON" "LCE4",
ON BOTH SIDES OF BEAM TO POST
CONNECTION - TYP. OF (2)± 15'-3 1/2"
G.C. TO V.I.F.
(2) 1 3/4" X 11 1/4"
LVL BEAMS BELOW
CEILING JOISTS.
5 1/2" x 5 1/2" PSL POST WITH SIMPSON
LCE4 POST CAP, BOTH SIDES OF BEAM
TO POST CONNECTION - TYP. OF (2)
(3) 1 3/4" X 14" LVL BEAM
BELOW CEILING JOISTS.
± 22'-7"
G.C. TO
V.I.F.
CL
2 3/4"
CL
5 1/2" x 5 1/2" PSL POST TO FLOOR
BELOW. G.C. TO PROVIDE SOLID
BLOCKING BETWEEN FLOOR JOISTS
TO TOP OF FOUNDATION WALL.
1
A400
2
A400
(2) 1-3/4" x 11-1/4"
LVL BEAMS
(2) 2x12 FLUSH
FRAMED HEADER
7'-0"
4'-5"
5'-11"4'-5"4'-3 1/2"12'-4"SISTER 1ST & 2ND FLOOR WALL STUDS3 1/2"3'-11 1/2"4'-1"EXISTING/NEW 2x4 EXTERIOR
WOOD STUD WALL. G.C. TO
SISTER NEW & EXISTING WALL
STUDS @ FIRST & SECOND
FLOOR LEVELS WITH 2X4 FULL
HEIGHT STUDS. PROVIDE 2X4
SISTER STUDS AT STAIR
EXTERIOR WALLS ONLY.
2x4 @ 16" O.C. PARTITION
BELOW, TYPICAL.
(3) 2x4 WOOD POST BELOW.
G.C. TO PROVIDE SOLID
BLOCKING BETWEEN
FLOOR JOISTS TO TOP OF
FOUNDATION WALL
(4) 2x4 WOOD POST BELOW. G.C.
TO PROVIDE SOLID BLOCKING
BETWEEN FLOOR JOISTS TO
TOP OF FOUNDATION WALL
(2) 2x12 FLUSH
FRAMED HEADER
G.C. TO INSTALL AN ADDITIONAL WOOD
FLOOR JOIST TO MATCH EXISTING,
CENTERED IN EACH EXISTING JOIST BAY
BELOW ENTIRE NEW VAULT ROOM.
PROVIDE CONTINUOUS SOUND
ATTENUATION BATTS BETWEEN FLOOR
JOISTS AND PROVIDE AMICO SECURITY
MESH, ASM .75-9F MIN. ABOVE FLOOR
JOISTS WITHIN ENTIRE VAULT ROOM
FLOOR WITH SECURA CLIPS 12" O.C.,
FOLLOWED BY NEW T&G PLYWOOD
SUB-FLOOR AND SCHEDULED FLOORING.
SOLID WOOD
BLOCKING, TYP.
EXISTING WOOD FLOOR JOIST
FRAMING TO REMAIN. (REFER TO
FRAMING ALLOWANCE #2 FOR
ADDITIONAL INFORMATION)
N
DESIGN
NORTH
1.G.C. TO INCLUDE AN ALLOWANCE TO REPLACE ENTIRE SECOND FLOOR FRAMING
WITH 2X10 WOOD JOISTS @ 16" O.C. DUE TO POSSIBLE UNKNOWN STRUCTURAL
FLOOR CONSTRUCTION DEFICIENCIES.
2.G.C. TO INCLUDE ALLOWANCE TO PROVIDE NEW FLUSH FRAMED LVL HEADERS,
(3) 1-3/4" x 14" (ESTIMATED DUE TO CONCEALED FRAMING) WITH (1)
INTERMEDIATE 5 1/2" x 5 1/2" PSL POST & FOOTING TO SUPPORT SECOND FLOOR
FRAMING SUSPECTED OF CURRENTLY BEARING ON INTERIOR WALLS
SCHEDULED TO BE DEMOLISHED. STRUCTURAL ENGINEER TO REVIEW CURRENT
FLOOR FRAMING AND PROVIDE FINAL DIRECTION UPON EXPOSURE OF EXISTING
FRAMING DURING DEMOLITION.
FRAMING ALLOWANCES:
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-101 FRAMING PLANS, NOTES, & DETAILS.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
101
FRAMING PLANS,
NOTES, & DETAILS
FLOOR PLAN LEGEND
EXISTING WALL TO REMAIN
NEW WALL
NEW DOOR
WALL TYPE, REFER TO
PARTITION TYPES
DOOR TAG, REFER TO DOOR
SCHEDULE
WINDOW TAG, REFER TO
WINDOW SCHEDULE
ROOM TAG, REFER TO FINISH
SCHEDULE
INDICATES OTHER TENANT
AREA N.I.C.
#
CONSTRUCTION KEY NOTES
RM#
DR#
A
G.C. TO INFILL EXISTING EXTERIOR WALL
OPENING TO MATCH ADJACENT WALL
CONSTRUCTION. PROVIDE 2LB. CLOSED-CELL
SPRAY FOAM INSULATION IN WALL CAVITY
AND ENSURE WALL INFILL MEETS 2015 IECC
CODE REQUIREMENTS. CREATE SEAMLESS
TRANSITION BETWEEN NEW AND EXISTING
AND PREP SURFACE FOR NEW FINISHES.
G.C . TO INFILL EXISTING INTERIOR WALL
OPENING TO MATCH ADJACENT WALL
CONSTRUCTION. PROVIDE SOUND
ATTENUATION BATT INSULATION AT TENANT
DEMISING WALL INFILLS. CREATE SEAMLESS
TRANSITION BETWEEN NEW AND EXISTING
AND PREP SURFACE FOR NEW FINISHES.
ALIGN FACE OF NEW PARTITION WITH FACE
OF EXISTING WALL. CREATE SEAMLESS
TRANSITION BETWEEN NEW AND EXISTING
AND PREP SURFACE FOR NEW FINISHES.
EXTERIOR LANDINGS AND WALKWAYS TO BE
REINFORCED CONCRETE WITH BROOM FINISH
ON 18" CRUSHED STONE. FINISHED SURFACE
TO SLOPE UP TO CREATE A FLUSH
TRANSITION BETWEEN INTERIOR AND
EXTERIOR AT FRONT ENTRANCES. LANDINGS
AND WALKWAYS ADJACENT TO BUILDING TO
BE DOWELED TO FOUNDATION WALL WITH #4
BAR X 2'-0" LONG WITH 4" MIN. EMBEDMENT.
INSTALL DOWELS 2'-0" O.C. WITH MIN. OF (3)
PER DOOR LOCATION. ALL LANDINGS AND
WALKWAYS TO SLOPE AWAY FROM THE
BUILDING. MAXIMUM WALKWAY SLOPES
ALLOWED BY CODE ARE 5% IN THE DIRECTION
OF TRAVEL WITH A 2% CROSS SLOPE.
LANDING TO BE LEVEL AT MAX. 2% SLOPE
FOR FULL WIDTH OF REQUIRED DOOR
MANEUVERING CLEARANCES.
1
2
3
NOTE: REFER TO ADDITIONAL GENERAL CONSTRUCTION NOTES ON G-101
1.G.C. SHALL CLEAN AND PREP ALL SURFACES TO RECEIVE NEW
FINISHES AS REQUIRED BY M.F.G.R.'S STANDARD SPECS,
RECOMMENDATIONS AND DETAILS - TYPICAL.
2.THE G.C. SHALL INSTALL ALL NEW INTERIOR FINISHES AT ALL
SURFACES IN CONFORMANCE TO LOCAL BLDG CODES.
3.THE G.C. MUST NOTIFY THE ARCHITECT OF ANY PROPOSED
CHANGES BASED UPON THE DISCOVERY OF LATENT CONDITIONS
OR DISCREPANCIES BEFORE PROCEEDING W/ THE WORK,
INCLUDING RELOCATION OF, OR ADDITIONS TO, PROPOSED
FLOOR & WALL OPENINGS.
4.G.C. TO PATCH AND/OR REPAIR EXISTING WALL FINISHES TO
REMAIN AS REQUIRED DUE TO CONSTRUCTION ACTIVITIES. MATCH
AND BLEND WITH ADJACENT SURFACES AND PREPARE SURFACES
TO RECEIVE NEW FINISHES. ALL NEW WORK TO MATCH EXISTING
CONSTRUCTION.
5.G.C. IS TO PROVIDE AND COORDINATE SOLID BLOCKING WITH
OWNER FOR ALL WALL MOUNTED EQUIPMENT, ACCESSORIES,
HANDRAILS, LIGHT FIXTURES, ETC. TO INCLUDE BUT NOT LIMITED
TO TOILET FIXTURES, WALL MOUNTED MONITORS, MILLWORK, AND
WALL MOUNTED PIN-UP BOARDS.
6.THE G.C. SHALL BE RESPONSIBLE FOR COORDINATING AND
PROVIDING FIRE EXTINGUISHER TYPE, LOCATION, QUANTITY, AND
A-V FIRE ALARM REQUIREMENTS WITH THE ALL LOCAL CODES.
7.THE G.C. SHALL COORD. ALL FLOORING AND FINISHES W/ THE
FINISH PLAN. SUBMIT ALL SHOP DRAWINGS, SAMPLES, CATALOG
CUTS ETC., INCLUDING COLOR CHARTS FOR PAINTS AND STAINS
FOR ALL EXTERIOR AND INTERIOR FINISHES, TO THE ARCHITECT
FOR SELECTION, REVIEW AND APPROVAL PRIOR TO FABRICATION
OR INSTALLATION.
8.THE G.C. SHALL SUPPLY ALL LABOR & MATERIALS FOR A
COMPLETE JOB UNLESS OTHERWISE DESIGNATED AS THE
OWNER'S RESPONSIBILITY.
ROOM
NAME
###
DRAWING NOTES:
1.DRAWINGS ARE NOT TO BE SCALED. ALL
WORK, LINES AND LEVELS SHALL BE LAID
OUT BY WRITTEN DIMENSIONS.
PARTITION DIMENSIONS ARE FROM
FINISH FACE TO FINISH FACE. ANY
DEVIATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT
IMMEDIATELY. ALL DEVIATIONS SHALL
BE CORRECTED BY THE CONTRACTOR
BEFORE HE BEGINS HIS PORTION OF THE
WORK. START OF WORK INDICATES
ACCEPTANCE OF CONDITIONS.
2.G.C. MUST FIELD-VERIFY ALL
DIMENSIONS AND CONDITIONS PRIOR TO
THE WORK. NOTIFY THE ARCHITECT
REGARDING ANY DISCREPANCIES.
3.ANY GRADE OR ELEVATIONS SHOWN
SHALL BE FIELD VERIFIED AND
COORDINATED. G.C. TO FIELD VERIFY
PRIOR TO START OF ANY WORK &
REPORT TO THE ARCHITECT AND
OWNER ANY DISCREPANCIES, TYP.
PROVIDE NEW CRAWLSPACE FLUSH MOUNTED,
INSULATED ACCESS DOOR WITH GALVANIZED STEEL
ACCESS SHIPS LADDER. ACCESS DOOR TO BE
LOCKABLE AND ALARMED. COORDINATE WITH TENANT
SECURITY VENDOR. REFER TO DOOR SCHEDULE FOR
ADDITIONAL INFORMATION. G.C. TO COORDINATE
FINAL SIZE AND LOCATION WITH MECHANICAL
CONTRACTOR AND TENANT.
WALLS TO BE ALIGNED. G.C. TO FIELD VERIFY AND
NOTIFY ARCHITECT IF EXISTING FIELD CONDITION
DIFFERS FROM PROPOSED FLOOR PLAN LAYOUT.
PROVIDE 3/4" PLYWOOD WITH WALL BLOCKING AS
REQUIRED AT BACK WALL OF I.T. CLOSET FOR
EQUIPMENT MOUNTING. COORDINATE EXTENT OF
PLYWOOD BACKING WITH TENANT'S SECURITY
VENDOR.
EXTERIOR WALL INFILL TO MATCH ADJACENT 2X4 WALL
CONSTRUCTION WITH 2LB. CLOSED-CELL SPRAY FOAM
INSULATION AND 5/8" GYPSUM WALL BOARD ON
INTERIOR SIDE. EXTERIOR SIDE TO RECEIVE NEW
VINYL SIDING ON "TYVEK" COMMERCIAL BUILDING
WRAP OVER 1/2" EXTERIOR GRADE SHEATHING.
G.C. TO ENSURE WALL INFILL MEETS 2015 IECC CODE
REQUIREMENTS. REFER TO EXTERIOR ELEVATION
FOR EXTENT OF VINYL SIDING.
EXTERIOR WALL CONSTRUCTION TO BE DOUBLE 2X4
WALL STUDS @ 16" O.C. W/ 2LB. CLOSED-CELL SPRAY
FOAM INSULATION & 5/8" GYPSUM WALL BOARD ON
INTERIOR SIDE. EXTERIOR SIDE TO RECEIVE
RECLAIMED WOOD SIDING ON P.T. STRAPPING @ 16"
O.C., OVER "TYVEK" COMMERCIAL BUILDING WRAP,
OVER 1/2" EXTERIOR GRADE SHEATHING. G.C. TO
ENSURE WALL INFILL MEETS 2015 IECC CODE
REQUIREMENTS. REFER TO FRAMING PLANS FOR
EXTENT OF DOUBLE 2X4 WALL STUDS AND EXTERIOR
ELEVATION FOR EXTENT OF RECLAIMED WOOD SIDING.
5
GENERAL NOTES:
6
7
8
91A
4 G.C. TO PROVIDE ASPHALT INFILL FROM EXISTING
DRIVEWAY TO NEW CONCRETE LANDINGS AND
WALKWAYS. MATCH AND BLEND WITH EXISTING
ASPHALT AND PROVIDE FLUSH TRANSITIONS
BETWEEN NEW AND OLD ASPHALT AND BOTTOM
OF NEW CONCRETE WALKWAY. ASPHALT INFILL
TO BE 1-1/2" WEARING COURSE OVER 1-1/2" BASE
COURSE OVER 8" COMPACTED GRAVEL BASE.
ALL LANDSCAPED AREAS DISTURBED BY NEW
CONSTRUCTION TO BE RE-LANDSCAPED.
DISTURBED GRASS LANDSCAPED AREAS TO BE
COVERED WITH MINIMUM 4" LOAM AND SEEDED
WITH NATIVE GRASS MIXTURE. COORDINATE
LANDSCAPING REQUIREMENTS AND WORK WITH
TENANT AND LANDLORD PRIOR TO COMMENCING
WORK. G.C. TO FIELD VERIFY EXTENTS OF NOTED
AREAS IN PLAN.
G.C. TO INSTALL AN ADDITIONAL 2X WOOD STUD
TO MATCH EXISTING, CENTERED IN EACH
EXISTING STUD BAY. FULLY INSULATE WALL
CAVITY WITH 2LB. CLOSED-CELL SPRAY-FOAM
INSULATION AND PROVIDE AMICO SECURITY
MESH, ASM .75-9F MIN. ON "INSIDE FACE" OF WALL
STUDS W/ SECURA CLIPS @ 12" O.C.. 5/8" GYPSUM
WALL BOARD TO BE INSTALLED OVER SECURITY
MESH. G.C. TO ENSURE NEW WALL
CONSTRUCTION MEETS 2015 IECC CODE
REQUIREMENTS.
PROVIDE NEW P.T. HANDRAIL AND BALUSTERS
AND INSTALL PER STATE AND LOCAL BUILDING
CODES. MODIFY EXISTING HANDRAILS TO MEET
CURRENT CODE REQUIREMENTS. REPAIR
EXISTING ROOF DECK AND RAILINGS AS
REQUIRED AND PROVIDE NEW PAINT AS
SELECTED BY ARCHITECT. COORDINATE ALL
WORK WITH TENANT AND LANDLORD PRIOR TO
COMMENCING.
10
11
12
EXISTING 2X4 WALL STUDS TO RECEIVE FULL
HEIGHT SISTER STUDS. G.C. TO PROVIDE SISTER
STUDS @ FIRST AND SECOND FLOOR LEVELS OF
STAIR EXTERIOR WALLS & INSULATE WALLS W/ 2LB.
CLOSED-CELL SPRAY FOAM INSULATION. PROVIDE
5/8" GYPSUM WALL BOARD ON INTERIOR SIDE.
EXTERIOR SIDE TO RECEIVE NEW VINYL SIDING ON
"TYVEK" COMMERCIAL BUILDING WRAP. G.C. TO
ENSURE WALL INFILL MEETS 2015 IECC CODE
REQUIREMENTS. REFER TO FRAMING PLANS FOR
EXTENT OF 2X4 SISTER WALL STUDS & EXTERIOR
ELEVATION FOR EXTENT OF VINYL SIDING.
13
ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
ENTRY / EXIT
VESTIBULE
100
SECURITY
OFFICE
101
SALES
AREA
102
EXISTING
ELEC. RM
103
JAN. CL.
105
STAIR
1
103A
2
EXISTING
STORAGE
SHED
(N.I.C.)
HALL
104
POS
STATIONS
102A
HALL
103A
103A
1
103A
3
103A
4
100
1
100
2 100
3
101
1
105
1
ACCESSIBLE
RESTROOM
106
106
1
STR
1
SCALE:
1 FIRST FLOOR PLAN
1/4" = 1'-0"
1
A400
2
A400
3
A300
2
A300
1
A300
X
A
A
UP
B
1
A401
5'-0" MIN.
LANDING
± 12'-6"10'-0"
LANDING5'-0" MIN.LANDING5'-0" MIN.LANDING27'-6"
SLOPE DN
1:20 MAX.
4'-0"
CLEAR
STEPEQ.EQ.DN1A
1
1
12
1
4
5
5
5 5'-6 1/2"R.O.± 9 1/2"5-1/2" x 5-1/2" PSL POST. REFER
TO FRAMING PLAN FOR
ADDITIONAL INFORMATION,
TYP. EACH SIDE
3-1/2" x 3-1/2" PSL POST. REFER
TO FRAMING PLAN FOR ADDTL.
INFORMATION, TYP. EACH SIDE
B
G.C. TO PROVIDE FLUSH
TRANSITION BETWEEN
CONCRETE LANDING AND
ASPHALT PAVING
4
A1
A1
A1
A1
A1
33
A1
B
B2
B2
A1
B
A4
A4
A4
A4
B1
B1
C
CEQ.EQ.℄7'-10"HOLD± 5'-0"3'-0"9'-5"
4'-0"
℄14'-2"
102
1
7'-0"HOLD± 5'-9"4'-0"
℄
2'-4 1/2"
HOLD
A1
2'-7 1/2"
R.O.
2'-4 1/2"
HOLD ℄
2'-10"7'-8 1/2"4'-0"CLEAR MIN.1'-1"± 7'-8"7'-0"
HOLD
7'-0"
8
6'-6"6'-6 1/2"
R.O.
1'-2"3'-0 1/2"
R.O.
7'-0"
4 1/2"
9
9
3
A400
EXISTING CMU
FOUNDATION
WALL BELOW
EXISTING CMU FOUNDATION
WALL BUMP-OUT. PROVIDE
STAINED SILL & PAINTED APRON.
FINISH STAIN AND COLOR TBD.
N
DESIGN
NORTH
5'-0"
A1
101A
1
EQ.EQ.℄
I.T. CL.
101A10
11 11
12
12
12
SIM.
SIM.
13
SCALE:
2 SECOND FLOOR PLAN
1/4" = 1'-0"
1
A400
2
A400
STOR.
CL.
201
CORRIDOR
200
PACKAGING
202
BATH
205
BREAK
ROOM
204
COUNTING
ROOM
206
VAULT
207
206
1
200A
1
204
2
205
1
3
A300
2
A300
1
A300
X
X
X
X
X X X X8'-11 1/2"DN
± 11'-6 1/2"7'-2 1/2"
HOLD
± 14'-9 3/4"4'-2"6'-6"4'-4"
HOLD
C A
A
A2
A1
EXISTING
OUTDOOR
DECK
2
A401
207
1
7'-0"
HOLD
C
2
1
6
6
7
± 6'-0"GC TO VIFSTAIR
1
OFFICE
203
201
1
204
1
202
1
203
1
200
1
A5
± 12'-0 1/2"4'-5"7'-3"± 11'-6 1/2"9'-10 1/2"± 19'-6"
℄3'-0"± 11'-0 1/2"12'-0 1/2"HOLD4'-0"CLEAR MIN.4'-0 1/2"4'-0"CLEARMIN.5'-6"4'-0"
CLEAR MIN.
℄10'-5 1/2"
A1
A
A1
A1
A1
EXTENT OF VAULT ROOM
SECURED FLOOR FRAMING
WITH ADDITIONAL FLOOR
JOISTS AND AMICO SECURITY
MESH. REFER TO FLOOR
FRAMING PLAN FOR
ADDITIONAL INFORMATION
N
DESIGN
NORTH
JAN. CL.
200A
A2
A2REF.DW2'-6"
HOLD
13
13
1313
SIM.SIM.
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-103 PARTITION SCHEDULE.dwgLast save: Oct 10, 2019 - 3:15pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
102
CONSTRUCTION
FLOOR PLANS, AND
NOTES
PARTITION TYPES:
ACOUSTICAL SEALANT
BOTH SIDES
CONTINUOUS SOUND
ATTENUATION BATTS.
3 1/2" WOOD STUDS
@ 16" O.C. W/ 5/8"
G.W.B. FULL HEIGHT
ON BOTH SIDES
BASE AS SCHEDULED
BOTH SIDES, TYP.
CARRY STUDS TO U.S.
OF STRUCTURE ABOVE
CEILING PLANE WHERE IT
OCCURS, REFER TO RCP
FOR CEILING INFO.
SCALE:UL DES. NO.:
STC RATING:
FULL-HEIGHT PARTITION
3/4" = 1'-0"N/A
N/A
A
ACOUSTICAL SEALANT
BOTH SIDES
A1 SAME AS TYPE A, BUT WITH NO SOUND ATTENUATION BATTS
A2 SAME AS TYPE A, BUT WITH MOISTURE RESISTANT G.W.B. ON
BOTH SIDES.
A4 SAME AS TYPE A, BUT WITH MOISTURE RESISTANT G.W.B. ON
WET SIDE ONLY.
3 1/2" WOOD STUDS
@ 16" O.C. W/ 5/8"
G.W.B. FULL HEIGHT
ON ONE SIDE ONLY
(12" O.C. @ BEARING
WALLS)
BASE AS SCHEDULED
ONE SIDE ONLY
CARRY STUDS TO U.S.
OF STRUCTURE ABOVE
CEILING PLANE WHERE
IT OCCURS, REFER TO
RCP FOR CEILING INFO.
SCALE:UL DES. NO.:
STC RATING:
FULL-HEIGHT PARTITION
3/4" = 1'-0"N/A
N/A
B
3 1/2" WOOD STUDS
@ 12" O.C. W/ 5/8"
G.W.B. FULL HEIGHT
ON BOTH SIDES
BASE AS SCHEDULED
BOTH SIDES, TYP.
CARRY STUDS TO U.S.
OF STRUCTURE ABOVE
CEILING PLANE WHERE IT
OCCURS, REFER TO RCP
FOR CEILING INFO.
SCALE:UL DES. NO.:
STC RATING:
TYP. VAULT PARTITION
3/4" = 1'-0"N/A
N/A
C
VAULT SIDE AMICO SECURITY MESH,
ASM .75-9F MIN. ON
"OUTSIDE" OF WALL STUDS
W/ SECURA CLIPS @ 12" O.C.
5/8" GYPSUM WALL
BOARD ON 1X3 WOOD
STRAPPING @ 12" O.C.
AMICO SECURITY MESH,
ASM .75-9F MIN. ON
"UNDERSIDE" OF CEILING
JOISTS WITH SECURA
CLIPS 12" O.C.
A3 SAME AS TYPE A, BUT WITH NO SOUND ATTENUATION BATTS
AND WITH MOISTURE RESISTANT G.W.B. ON BOTH SIDES.
A5 SAME AS TYPE A, BUT WITH NO SOUND ATTENUATION BATTS
AND WITH MOISTURE RESISTANT G.W.B. ON WET SIDE ONLY.
B1 SAME AS TYPE B, BUT WITH MOISTURE RESISTANT G.W.B. ON WET
SIDE.
B2 SIMILAR TO TYPE B, BUT WITH NO GYPSUM WALL BOARD
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-103 PARTITION SCHEDULE.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
103
PARTITION SCHEDULE
AND PLAN DETAILS
7'-6" A.F.F.
A.C.P.
SCALE:
2 SECOND FLOOR REFLECTED CEILING PLAN
1/4" = 1'-0"
STORAGE
CLOSET
201
OFFICE
203
BATH
205
BREAK
ROOM
204
COUNTING
ROOM
206
VAULT
207
L-1
L-1 L-1
L-1
L-1 L-1 L-1
L-1 L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1L-1 L-1L-1 L-1
L-1
L-8 L-6
± 7'-9" A.F.F.
G.W.B.
± 7'-9" A.F.F.
G.W.B.
± 7'-9" A.F.F.
GWB
± 7'-9" A.F.F.
G.W.B.L-1 L-1L-1
L-1 L-1L-1
PACKAGING
202
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1 L-1
L-1
L-1L-1
L-1
± 7'-9" A.F.F.
G.W.B.
± 7'-9" A.F.F.
G.W.B.
CORRIDOR
200
STAIR 1
ST1
7'-6" A.F.F.
A.C.P.
± 7'-9" A.F.F.
G.W.B.
3
N
DESIGN
NORTHL-9L-9L-9L-9
W
L-1
JANITOR
CLOSET
200A
ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
SCALE:
1 FIRST FLOOR REFLECTED CEILING PLAN
1/4" = 1'-0"
SALES
AREA
102
EXISTING
ELEC. RM
103
EXISTING
STORAGE
SHED
(N.I.C.)
HALL
104
ENTRY / EXIT
VESTIBULE
100
EXISTING
A.C.P.
8'-0" A.F.F.
G.W.B.
L-1
L-1
L-1L-1
L-3
L-4
L-5L-5
L-1
L-4L-4
L-7L-7
IT
CLOSET
101A
POS
STATIONS
102A
HALL
103A
WD-3
WD-3
8'-0" A.F.F.
G.W.B.
STAIR 1
ST1
JANITOR
CLOSET
105
ACCESSIBLE
RESTROOM
106
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-7
L-1
L-1 L-1 L-1
L-1 L-1 L-1 L-1
8'-0" A.F.F.
A.C.P.
L-6
L-8
L-2
L-2 L-2 L-2
L-2L-2
L-2 L-2
L-5
L-5
L-5
L-1
L-3
L-1L-1L-3
L-3 L-3 L-3
± 8'-9" A.F.F.
WOOD PLANK
± 8'-9" A.F.F.
WOOD PLANK
L-1L-1 L-3
L-1L-1
L-1L-1
L-1L-1 L-3
1
(OPEN TO
STRUCTURE
ABOVE TO
REMAIN)
7'-6" A.F.F.
G.W.B.
8'-0" A.F.F.
G.W.B.
2 2 2
N
DESIGN
NORTH
L-1 L-1 L-1
SECURITY
OFFICE
101
L-9 L-9
W
W W
GENERAL REFLECTED CEILING PLAN NOTES:
1.LIGHTING SHOWN ON THIS PLAN IS DIAGRAMMATIC AND FOR DESIGN INTENT ONLY. G.C. TO
COORD. WITH D/B ELECTRICAL, PLUMBING, HVAC, AND ELECTRICAL/FIRE ALARM SYSTEM
DRAWINGS FOR FIXTURE, DEVICES AND EQUIPMENT LOCATIONS, TYPES, REQUIREMENTS AND
SPECIFICATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE
WORK.
2.THE G.C. SHALL COORDINATE THE WORK OF ALL OWNER'S VENDORS, SUB-C'S AND D/B
SUBCONTRACTORS FOR ABOVE-CEILING WORK INCLUDING, BUT NOT LIMITED TO: CEILING
MOUNTED WORK AND DUCTWORK, EQUIPMENT, DEVICES, SECURITY CAMERAS, AS WELL AS FIRE
ALARM SYSTEM: E.G. SIGNALING & DETECTION.
3.REFER TO D/B ENGINEERED ELECTRICAL/FIRE ALARM DRAWINGS FOR FINAL EMERGENCY LIGHT,
EXIT SIGN AND LIGHT LOCATIONS. G.C. TO COORDINATE WITH TENANT ON REQUIRED ZONING AND
CONTROLS PRIOR TO PROCEEDING WITH THE D/B SUBCONTRACTOR.
4.D/B HVAC ENGINEER IS RESPONSIBLE FOR DESIGN, LAYOUT, AND ALL INSTALLATION AND
COORDINATION W/ OTHER TRADES AS WELL AS CONFORMANCE TO ALL APPLICABLE CODES.
NOTIFY ARCHITECT AND OWNER REGARDING ANY UL DESIGN RATING ISSUES.
5.CEILING HEIGHTS SHALL BE NOT LESS THAN 7'-6" A.F.F. REFER TO THE REFLECTED CEILING PLANS
FOR AREAS OF DIFFERING CEILING HEIGHTS.
6.G.C. TO COORDINATE WITH TENANT REGARDING FINAL MFGR, FIXTURE TYPES, AND LOCATIONS
FOR HVAC EQUIPMENT.
7.INSTALL MATERIALS AND SUSPENSION SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS, AS WELL AS ASTM C 636. COORDINATE THE
INSTALLATION WITH THE MEP, AND ELECTRICAL WORK TO ENSURE PROPER LOCATIONS.
8.LEVEL THE CEILING TO WITHIN 1/8" IN 10 FEET IN BOTH DIRECTIONS. SCRIBE AND CUT PANELS TO
FIT ACCURATELY. MEASURE AND LAYOUT TO AVOID LESS-THAN-HALF PANEL UNITS TO THE
GREATEST EXTENT POSSIBLE. (6" MIN.) ADJUST, CLEAN, AND TOUCH-UP ALL SYSTEM
COMPONENTS.
9.ACOUSTICAL CEILING PANEL SHALL BE INSTALLED WITH CUT REVEALS AT ALL PERIMETER WALLS.
10.PROVIDE ALL MOLDINGS, TRIM, CLIPS, SEALANT, ACCESSORIES, ETC. AS REQUIRED FOR A
COMPLETE INSTALLATION OF ALL CEILING SYSTEMS PER MFGR'S SPECIFICATIONS AND
RECOMMENDATIONS.
11.PROVIDE HOLD-DOWN CLIPS FOR CEILING PANELS AT ALL RATED LOCATIONS.
12.PROVIDE OWNER WITH WRAPPED AND LABELED MAINTENANCE STOCK OF NEW MATERIAL EQUAL
TO 2% OF CEILING PANELS AND SUSPENSION SYSTEM INSTALLED. STORE AS PER OWNERS & REP
DIRECTIONS.
13.PROVIDE 10 YEAR WARRANTY ON ALL SUSPENSION ACP CEILING SYSTEMS.
14.PROVIDE ALUMINUM GRID SYSTEM AT ALL WET LOCATIONS.
NOTES:
REFLECTED CEILING PLAN LEGEND
USAI LIGHTING: BeveLED 4.5" Ø LED RECESSED LIGHT FIXTURE B4RDF.
TRIMMED. 3500k. 0-10V DIM. IC RATED
LBL BA1082BLAB TAE BLACK/ AGED BRASS VANITY FIXTURE
1.FINAL SPECIFICATION FOR EXIT SIGNAGE AND EMERGENCY LIGHTING TO BE REVIEWED AND APPROVED BY ARCHITECT AND OWNER
2.G.C. TO COORDINATE ALL SMOKE DETECTORS, EMERGENCY LIGHTING, & FIRE ALARM EQUIPMENT LOCATIONS WITH D/B FIRE ALARM SUBCONTRACTOR.
3.D/B SUBCONTRACTOR TO COORD. HEAT & SMOKE DETECTORS AS REQUIRED BY LOCAL FIRE DEPT.
4.W M= WALL MOUNTED, SM = SURFACE MOUNTED LIGHT FIXTURES
5.G.C. TO PROVIDE CUT SHEETS TO ARCHITECT FOR ALL LIGHTING PRIOR TO ORDERING
6.ALL LED LIGHTING TO BE 3500K
7.ALL RECESSED LIGHT FIXTURES TO BE IC RATED
8.SECURITY CAMERAS: LOCATIONS & QUANTITY ARE FOR PRICING PURPOSES. FINAL LOCATIONS AND QUANTITY MAY CHANGE.
L-4
WAC LIGHTING: SUMMIT LED 208-30 LUMINAIRE AND TRACK SYSTEM.
TROY LIGHTING LED MINI PENDANT FL4896. HAND WORKED IRON.
L-5
L-2
L-1
4" Ø LED RECESSED EXTERIOR LIGHT FIXTURE TBD. PROVIDE EXTERIOR
MOUNTING ACCESSORIES AND IC RATING
L-3
L-7
NUTONE ULTRAPRO SERIES EXHAUST FAN
L-8
L-6
USAI LIGHTING: BeveLED 4.5" Ø LED RECESSED LIGHT FIXTURE B4RDM.
MILLWORK. 3500k. 0-10V DIM. IC RATED
USAI LIGHTING: BeveLED 4.5" Ø LED RECESSED LIGHT FIXTURE B4RW..
WALL WASH. 3500k. 0-10V DIM. IC RATED
NEW GWB CEILING OR SOFFIT, PAINTED
NEW OR EMERGENCY EXIT SIGN - LED, WALL OR SOFFIT MOUNTED (W =
WALL-MOUNTED) (N = NEW, E = EXISTING)
2X2 ACOUSTICAL CEILING PANEL W/ 9/16" SUSPENSION SYSTEM
N-W
NEW OR EMERGENCY LIGHTING (N = NEW)
N
NEW MOTION SENSORS, COORDINATE W/ SECURITY VENDOR PLANS
NEW SECURITY CAMERA, COORDINATE W/ SECURITY VENDOR PLANS
360MD
RECLAIMED WOOK PLANK: WD-3
REFLECTED CEILING PLAN KEY NOTES
EXISTING LIGHTING TO REMAIN.
NEW LIGHT FIXTURE TO BE INSTALLED AT EXISTING LIGHT FIXTURE
LOCATION.
PROVIDE NEW ATTIC INSULATED ACCESS DOOR. ACCESS DOOR TO
BE LOCKABLE AND ALARMED. REFER TO DOOR SCHEDULE FOR
ADDITIONAL INFORMATION. G.C. TO COORDINATE FINAL SIZE AND
LOCATION W/ MECHANICAL CONTRACTOR AND OWNER.
1
2
3
L-9
LUMENPULSE LUMANFACADE EXTERIOR LED FIXTURE. LOGR.
48", 300K, WAMR6, BK
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-200 REFLECTED CEILING PLANS, NOTES, & LEGENDS.dwgLast save: Oct 10, 2019 - 2:10pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
200
REFLECTED CEILING
PLANS, NOTES, &
LEGENDS
HEMPEST
THE
SCALE:
1 CONZ ST. ELEVATION
1/4" = 1'-0"
2
A400
X X X X
0'-0" A.F.F.
FIRST FINISH FLOOR
± 9'-10" A.F.F.
SECOND FINISH FLOOR
- 6'-6" A.F.F. ±
CRAWLSPACE SLAB FINISH
EXISTING DORMER
TO REMAIN, TYP.
EXISTING ROOF SHINGLES
TO REMAIN
PROVIDE NEW ALUMINUM
GUTTER AND DOWNSPOUT
TO MATCH EXISTING.
FINISH COLOR TBD.
1X6 PVC CORNER BOARD
W/ BUILT-IN "J" CHANNEL,
TYP., FINISH COLOR TBD.
FINISH GRADE
VINYL "CLAPBOARD" SIDING WITH
4" EXPOSURE, OVER "TYVEK"
COMMERCIAL BUILDING WRAP
OVER EXISTING SHEATHING,
TYPICAL. FINISH COLOR TBD.
RECLAIMED WOOD SIDING
RAINSCREEN ON P.T. STRAPPING
@ 16" O.C., OVER "TYVEK"
COMMERCIAL BUILDING WRAP,
OVER 1/2" EXTERIOR GRADE
SHEATHING. REFER TO FINISH
SCHEDULE FOR SPECIFICATIONS.
1X8 PVC AT DOOR JAMBS WITH BUILT-IN
"J" CHANNEL AND 1X16 PVC AT DOOR
HEAD TIGHT TO SOFFIT ABOVE. G.C. TO
FIELD VERIFY HEIGHT. FINISH COLOR TBD.
NEW CONCRETE LANDING AND
WALKWAY, MAX 1:20 SLOPE IN
DIRECTION OF TRAVEL AND 2%
CROSS SLOPE - REFER TO FLOOR
PLAN FOR ADDTL. INFORMATION
B
100
1
WINDOW INSTALLED WITH
1X6 PVC WINDOW SURROUND
W/ BUILT-IN "J" CHANNEL,
TYP., FINISH COLOR TBD.
G.C. TO INSTALL TENANT PROVIDED
EXTERIOR BUILDING SIGN. G.C. TO
VERIFY W/ TENANT, WEIGHT OF SIGN
AND PROVIDE CONCEALED BRACKETS
& ALL NECESSARY BLOCKING TO
SUPPORT SIGN. ARCHITECT TO
REVIEW W/ STRUCTURAL ENGINEER
PRIOR TO SIGN INSTALLATION.
COORDINATE ALL WORK WITH OWNER
AND TENANT, TYP.
"L-9" EXTERIOR LINEAR LED LIGHT
FIXTURES. G.C. TO PROVIDE POWER &
ALL NECESSARY SUPPORT BLOCKING
AS REQUIRED. COORDINATE ALL WORK
WITH OWNER AND TENANT, TYP.
1x6 PVC FREEZE TRIM BOARD
@ VINYL SIDING ONLY. FINISH
COLOR TBD.
4'-0"
HOLD
7'-6"± 14'-8"
G.C. TO V.I.F.
± 26'-2"
G.C. TO V.I.F.
± 16'-4 1/2"
G.C. TO V.I.F.
G.C. TO MITER RECLAIMED WOOD
SIDING AT OUTSIDE CORNER, TYP.
G.C.TO PROVIDE BUILT-IN "J" CHANNEL AT ALL
RECLAIMED WOOD SIDING END PIECES IF
REQUIRED TO CONCEAL VINYL SIDING
TERMINATION "J" CHANNEL. PROVIDE
EXTERIOR GRADE CAULKING AS
REQUIRED. FINISH CAULKING COLOR TBD.
HEMPEST
THE
SCALE:
2 WEST SIDE ELEVATION
1/4" = 1'-0"
1
A400
X
X
0'-0" A.F.F.
FIRST FINISH FLOOR
± 9'-10" A.F.F.
SECOND FINISH FLOOR
± 22'-2"
EXTENT OF VINYL REPLACEMENT
EXISTING DORMER BEYOND
TO REMAIN, TYP.
EXISTING RAKE BOARDS TO
REMAIN. PATCH, REPAIR AND/OR
REPLACE BOARDS AS REQUIRED
AND PREP TO RECEIVE NEW
EXTERIOR GRADE PAINT. FINISH
COLOR TBD.
PROVIDE NEW ALUMINUM
GUTTER AND DOWNSPOUT
TO MATCH EXISTING. FINISH
COLOR TBD.
EXISTING ROOF SHINGLES
TO REMAIN, TYP.
EXISTING ATTIC LOUVER VENT TO
REMAIN. PATCH AND/OR REPAIR
AS REQUIRED AND PREP TO
RECEIVE NEW EXTERIOR GRADE
PAINT. FINISH COLOR TBD.
EXISTING SHED
DORMER BEYOND TO
REMAIN. EXISTING VINYL
SIDING AT REAR FACE
OF DORMER TO REMAIN
1X6 PVC WINDOW
SURROUND WITH BUILT-IN
"J" CHANNEL, TYPICAL.
FINISH COLOR TBD.
FINISH GRADE
1X6 PVC CORNER
BOARD WITH BUILT-IN
"J" CHANNEL, TYP.,
FINISH COLOR TBD.
VINYL "CLAPBOARD" SIDING WITH 4"
EXPOSURE, OVER "TYVEK" COMMERCIAL
BUILDING WRAP OVER EXISTING
SHEATHING, TYPICAL. FINISH COLOR TBD.
"L-9" EXTERIOR LINEAR LED LIGHT FIXTURES,
MOUNTED ON WHITE PVC TRIM BLOCKS
WITH INTEGRAL REVEAL ON ALL EDGES TO
ACCEPT SIDING. G.C. TO PROVIDE POWER &
ALL NECESSARY SUPPORT BLOCKING AS
REQUIRED. COORDINATE ALL WORK WITH
OWNER AND TENANT, TYP.
G.C. TO INSTALL TENANT PROVIDED
EXTERIOR BUILDING SIGN. G.C. TO
VERIFY W/ TENANT, WEIGHT OF SIGN
AND PROVIDE CONCEALED BRACKETS &
ALL NECESSARY BLOCKING TO SUPPORT
SIGN. ARCHITECT TO REVIEW W/
STRUCTURAL ENGINEER PRIOR TO SIGN
INSTALLATION. COORDINATE ALL WORK
WITH OWNER AND TENANT, TYP.
1x6 PVC FREEZE TRIM BOARD
@ VINYL SIDING ONLY. FINISH
COLOR TBD.
HEMPEST
THE
SCALE:
3 MAPLE AVE. ELEVATION
1/4" = 1'-0"
1
A400
X X
A
A
0'-0" A.F.F.
FIRST FINISH FLOOR
± 9'-10" A.F.F.
SECOND FINISH FLOOR
- 6'-6" A.F.F. ±
CRAWLSPACE SLAB FINISH
INFILL EXISTING CMU WALL
OPENING TO MATCH EXISTING.
PREP EXPOSED CMU WALL TO
RECEIVE NEW EXTERIOR GRADE
PAINT. FINISH COLOR TBD.
4'-0"
HOLD
EXISTING DORMER BEYOND
TO REMAIN, TYP.
EXISTING RAKE BOARDS TO REMAIN.
PATCH, REPAIR AND/OR REPLACE
BOARDS AS REQUIRED AND PREP
TO RECEIVE NEW EXTERIOR GRADE
PAINT. FINISH COLOR TBD.
EXISTING ROOF SHINGLES
TO REMAIN, TYP.
PROVIDE NEW ALUMINUM GUTTER
AND DOWNSPOUT TO MATCH
EXISTING. FINISH COLOR TBD.
RECLAIMED WOOD SIDING RAINSCREEN ON
P.T. STRAPPING @ 16" O.C., OVER "TYVEK"
COMMERCIAL BUILDING WRAP, OVER 1/2"
EXTERIOR GRADE SHEATHING. REFER TO
FINISH SCHEDULE FOR SPECIFICATIONS.
FINISH GRADE
EXISTING ATTIC LOUVER VENT TO
REMAIN. PATCH AND/OR REPAIR
AS REQUIRED AND PREP TO
RECEIVE NEW EXTERIOR GRADE
PAINT. FINISH COLOR TBD.
EXISTING SHED DORMER TO
REMAIN. EXISTING VINYL
SIDING AT REAR FACE OF
DORMER TO REMAIN
1X6 PVC WINDOW SURROUND W/
BUILT-IN "J" CHANNEL, TYP.
FINISH COLOR TBD.
VINYL "CLAPBOARD" SIDING WITH
4" EXPOSURE, OVER "TYVEK"
COMMERCIAL BUILDING WRAP
OVER EXISTING SHEATHING,
TYPICAL. FINISH COLOR TBD.
1X6 PVC TRIM BOARD WITH
BUILT-IN "J" CHANNEL, TYP.,
FINISH COLOR TBD.
WINDOW INSTALLED WITH 1X6
PVC WINDOW SURROUND WITH
BUILT-IN "J" CHANNEL, TYP.,
FINISH COLOR TBD.
SIDING INFILL TO MATCH EXISTING. G.C.
TO REMOVE EXISTING SIDING PANELS AS
REQUIRED TO ALLOW FOR A FULL PANEL
TO BE INSTALLED AND A CONTINUOUS
EXISTING PATTERN MAINTAINED.
EXISTING EXTERIOR SIDING TO
REMAIN. PREP SURFACES TO
RECEIVE NEW EXTERIOR GRADE
PAINT. FINISH COLOR TBD
EXISTING CORNER BOARD TO
REMAIN. PREP SURFACES TO
RECEIVE NEW EXTERIOR GRADE
PAINT. FINISH COLOR TBD.
EXISTING EXTERIOR SIDING TO
REMAIN. PREP SURFACES TO
RECEIVE NEW EXTERIOR GRADE
PAINT. FINISH COLOR TBD
"L-9" EXTERIOR LINEAR LED LIGHT FIXTURES,
MOUNTED ON WHITE PVC TRIM BLOCKS WITH
INTEGRAL REVEAL ON ALL EDGES TO ACCEPT
SIDING. G.C. TO PROVIDE POWER & ALL
NECESSARY SUPPORT BLOCKING AS
REQUIRED. COORDINATE ALL WORK WITH
OWNER AND TENANT, TYP.
G.C. TO INSTALL TENANT PROVIDED EXTERIOR
BUILDING SIGN. G.C. TO VERIFY W/ TENANT,
WEIGHT OF SIGN AND PROVIDE CONCEALED
BRACKETS & ALL NECESSARY BLOCKING TO
SUPPORT SIGN. ARCHITECT TO REVIEW W/
STRUCTURAL ENGINEER PRIOR TO SIGN
INSTALLATION. COORDINATE ALL WORK WITH
OWNER AND TENANT, TYP.
PROVIDE BREAK METAL FLASHING AT
VINYL & RECLAIMED WOOD SIDING
TRANSITION. FINISH COLOR TBD.
G.C.TO PROVIDE BUILT-IN "J" CHANNEL AT ALL RECLAIMED WOOD
SIDING END PIECES IF REQUIRED TO CONCEAL VINYL SIDING
TERMINATION "J" CHANNEL. PROVIDE EXTERIOR GRADE
CAULKING AS REQUIRED. FINISH CAULKING COLOR TBD.
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-300 EXTERIOR ELEVATIONS & NOTES.dwgLast save: Oct 10, 2019 - 2:11pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
300
EXTERIOR
ELEVATIONS
AND NOTES
SCALE:
1 BUILDING SECTION
1/4" = 1'-0"
2
A400
1
A402
STAIR
1
CORRIDOR
200
201
1
ACCESSIBLE
RESTROOM
106
100
3
C
HALL
104
EXISTING CMU FOUNDATION WALLS TO REMAIN.
REPAIR WALL AS REQUIRED AND GROUT SOLID,
TYP. OF (4) - REFER TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
EXISTING EXTERIOR WALL TO
REMAIN. REPAIR AND/OR PATCH
GWB AS REQUIRED, TYP.
VINYL "CLAPBOARD" SIDING - REFER
TO EXTERIOR ELEVATIONS FOR
ADDITIONAL INFORMATION.
1/2" GYPSUM WALL BOARD
ON 1X3 WOOD STRAPPING
@ 12" O.C. ON 2X6 WOOD
CEILING JOISTS @ 16" O.C.
EXISTING RAKE BOARDS TO REMAIN.
PATCH, REPAIR AND/OR REPLACE
BOARDS AS REQUIRED - REFER TO
EXTERIOR ELEVATIONS FOR
ADDITIONAL INFORMATION.
EXISTING ROOF SHINGLES TO
REMAIN, TYP.
0'-0" A.F.F.
FIRST FINISH FLOOR
± 9'-10" A.F.F.
SECOND FINISH FLOOR
- 6'-6" A.F.F.
CRAWLSPACE SLAB FINISH
3-1/2" DIA. LALLY COLUMN ON
REINF. CONC. FOOTING - REFER
TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
3" CONC. RAT SLAB - REFER TO
FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
2X10 WOOD JOISTS
@ 16" O.C. - REFER
TO FRAMING PLAN
FOR ADDITIONAL
INFORMATION.
BUILT-UP GIRDER - REFER TO
FRAMING PLAN FOR ADDITIONAL
INFORMATION.
9 1/2" R30
KRAFT FACED
F.G. INSUL.
EXISTING WOOD JOISTS TO REMAIN
- REFER TO FRAMING PLAN FOR
ADDITIONAL INFORMATION.
EXISTING FOUNDATION
WALL TO REMAIN
2X4 @ 16" O.C.
NON-BEARING
PARTITION - REF.
PARTITION TYPES,
TYP.
(2) 2X12 FLUSH
FRAMED HEADER -
REFER TO FRAMING
PLAN FOR ADDTL.
INFORMATION.
VINYL "CLAPBOARD" SIDING -
REFER TO EXTERIOR
ELEVATIONS FOR ADDITIONAL
INFORMATION.
EXISTING RAKE BOARDS TO
REMAIN. PATCH, REPAIR AND/OR
REPLACE BOARDS AS REQUIRED -
REFER TO EXTERIOR ELEVATIONS
FOR ADDITIONAL INFORMATION.
12" R38 KRAFT FACED
F.G. INSULATION
12" R38 KRAFT FACED
F.G. INSULATION
EXISTING EXTERIOR WALL TO REMAIN.
REFER TO FLOOR AND FRAMING PLAN
FOR ADDITIONAL INFORMATION.
NEW FLOOR FRAMING TO
MATCH ELEVATION OF EXISTING
FLOOR FRAMING TO REMAIN
202
1 OFFICE
203
100
2
101
1
JANITOR
CLOSET
105
1/2" GYPSUM WALL BOARD
ON 1X3 WOOD STRAPPING
@ 12" O.C.
ACOUSTICAL CEILING TILE,
REF. CEILING PLAN, TYP.
1/2" GYPSUM WALL BOARD
ON 1X3 WOOD STRAPPING
@ 12" O.C.
INTERIOR STAIR - REFER TO
ENLARGED PLAN AND SECTION
FOR ADDITIONAL INFORMATION
200
1
ATTIC INSUL. ACCESS DOOR. REFER TO
DOOR SCHED. FOR ADDTL. INFO. G.C. TO
COORD. FINAL SIZE & LOCATION W/ MECH.
CONTRACTOR & OWNER.
3/4" T&G PLYWOOD
SHEATHING, TYP.
REF. TO FINISH PLAN
FOR FLOOR FINISH
SCALE:
2 BUILDING SECTION
1/4" = 1'-0"
1
A400
103A
1
STR
1
SALES AREA
102
BREAK
ROOM
204
EXISTING ROOF SHINGLES TO
REMAIN, TYP.
EXISTING EXTERIOR WALL TO REMAIN. REPAIR
AND/OR PATCH GWB AS REQUIRED, TYP.
PROVIDE NEW P.T. HANDRAIL AND BALUSTERS AND
INSTALL PER STATE AND LOCAL BUILDING CODES.
MODIFY EXISTING HANDRAILS TO MEET CURRENT CODE
REQUIREMENTS. REPAIR EXISTING ROOF DECK AND
RAILINGS AS REQUIRED AND PROVIDE NEW PAINT AS
SELECTED BY ARCHITECT. COORDINATE ALL WORK
WITH TENANT AND LANDLORD PRIOR TO COMMENCING.
3/4" T & G PLYWOOD SHEATHING,
TYP. - REFER TO FINISH PLAN
FOR FLOOR FINISH
EXISTING CMU FOUNDATION WALLS TO REMAIN.
REPAIR WALL AS REQUIRED AND GROUT SOLID,
TYP. OF (4) - REFER TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION
3-1/2" DIA. LALLY COLUMN ON
REINF. CONC. FOOTING - REFER
TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION
3" CONC. RAT SLAB - REFER TO
FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
2X10 WOOD JOISTS
@ 16" O.C. - REF. TO
FRAMING PLAN FOR
ADDTL. INFO.
BUILT-UP GIRDER
- REF. TO
FRAMING PLAN
FOR ADDTL. INFO.
5
A-400
9 1/2" R30 KRAFT
FACED F.G. INSUL.
EXISTING WOOD ROOF
RAFTERS TO REMAIN
1/2" GYPSUM WALL BOARD ON
1X3 WOOD STRAPPING @ 12"
O.C. ON 2X8 WOOD CEILING
JOISTS @ 16" O.C.
EXISTING CONCRETE
SLAB TO REMAIN
2X P.T. WOOD SLEEPERS @ 16" O.C..
G.C. TO ENSURE P.T. WOOD IS USED
WHEN IN CONTACT WITH EXISTING
CONCRETE SLAB. SLEEPER FLOOR
FRAMING ELEVATION TO MATCH MAIN
FLOOR ELEVATION.
(2) 2X P.T. SILL ON SILL
SEALER - ANCHOR BOLT
TO FOUNDATION WALL
5 1/2" R21 KRAFT
FACED F.G. INSUL.
EXISTING FOUNDATION
WALL TO REMAIN
EXISTING EXTERIOR
WALL TO REMAIN.
REPAIR AND/OR PATCH
GWB AS REQUIRED, TYP.
4
A-400
203
1
STAIR
1
CRAWLSPACE INSUL. ACCESS DOOR.
REFER TO DOOR SCHED. FOR ADDTL. INFO.
G.C. TO COORD. FINAL SIZE & LOCATION W/
MECH. CONTRACTOR & OWNER.
GALVANIZED
STEEL, ACCESS
SHIPS LADDER.
RECLAIMED WOOD CEILING ON 1/2" PLYWOOD
SHEATHING, ON EXISTING FLOOR JOISTS - REFER
TO CEILING PLAN FOR ADDITIONAL INFORMATION
2X4 @ 16" O.C.
NON-BEARING
PARTITION -
REF. PARTITION
TYPES, TYP.
1/2" GYPSUM WALL BOARD ON
1X3 WOOD STRAPPING @ 12" O.C.
PROVIDE NEW ALUMINUM GUTTER
AND DOWNSPOUT TO MATCH
EXISTING. FINISH COLOR TBD.
12" R38 KRAFT FACED
F.G. INSULATION
"TYVEK" COMMERCIAL BUILDING WRAP,
OVER 1/2" EXTERIOR GRADE SHEATHING
INTERIOR STAIR - REFER TO
ENLARGED PLAN AND SECTION
FOR ADDITIONAL INFORMATION
12" R38 KRAFT FACED
F.G. INSULATION
3
A401
(2) 1-3/4" x 11-1/4" LVL
BEAMS - REFER TO
FRAMING PLAN FOR
ADDTL. INFORMATION.
102
1
TENANT PROVIDED EXTERIOR BUILDING SIGN.
G.C. TO VERIFY W/ TENANT, WEIGHT OF SIGN AND
PROVIDE CONCEALED BRACKETS & ALL
NECESSARY BLOCKING TO SUPPORT SIGN.
ARCHITECT TO REVIEW W/ STRUCTURAL
ENGINEER PRIOR TO SIGN INSTALLATION.
DOUBLE 2X4 WALL STUDS @ 16" O.C. W/ 2LB.
CLOSED-CELL SPRAY FOAM INSULATION. REFER
TO FLOOR AND FRAMING PLANS FOR
ADDITIONAL INFORMATION
5/8" GYPSUM WALL BOARD, TYP.
VINYL SOFFIT PANEL. FINISH COLOR TBD.
RECLAIMED WOOD SIDING RAINSCREEN
ON P.T. STRAPPING @ 16" O.C.. REFER TO
FINISH SCHEDULE FOR SPECIFICATIONS.
EXISTING WOOD ROOF RAFTERS TO REMAIN
1/2" GYPSUM WALL BOARD ON 1X3 WOOD
STRAPPING @ 12" O.C. ON 2X8 WOOD
CEILING JOISTS @ 16" O.C.
12" R38 KRAFT FACED
F.G. INSULATION
RECLAIMED WOOD CEILING ON 1/2" PLYWOOD
SHEATHING, ON EXISTING FLOOR JOISTS - REFER
TO CEILING PLAN FOR ADDITIONAL INFORMATION
EXISTING FLOOR FRAMING
ASSEMBLY TO REMAIN. REFER TO
FINISH PLAN FOR FLOOR FINISH
(3) 1 3/4" X 14" LVL BEAM BELOW CEILING
JOISTS - REFER TO FRAMING PLAN FOR
ADDITIONAL INFORMATION.
1/2" GYPSUM WALL BOAD ON
WOOD BLOCKING AS REQUIRED
7'-6" A.F.F.
G.W.B. FINISH CEILING HEIGHT
EXISTING EXTERIOR WALL TO
REMAIN. REPAIR AND/OR PATCH
GWB AS REQUIRED, TYP.
EXTERIOR OUTDOOR DECK -
REFER TO FLOOR PLAN FOR
ADDITIONAL INFORMATION.
EXISTING CMU FOUNDATION WALLS TO REMAIN.
REPAIR WALL AS REQUIRED AND GROUT SOLID,
TYP. OF (4) - REFER TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
3-1/2" DIA. LALLY COLUMN ON
REINF. CONC. FOOTING - REFER
TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
2X10 WOOD JOISTS @ 16" O.C. - REF.
TO FRAMING PLAN FOR ADDTL. INFO.
9 1/2" R30 KRAFT FACED F.G. INSUL.3/4" T&G PLYWOOD SHEATHING, TYP.
REF. TO FINISH PLAN FOR FLOOR FINISH
EXISTING CONCRETE SLAB TO REMAIN
(2) 2X8 P.T. SILL ON SILL SEALER WITH
1/2" DIA. ANCHOR BOLTS @ 48" O.C.
2 x 10 WOOD FLOOR RIM JOIST
(2) 2x10 FLUSH FRAMED HEADER
FOR CRAWLSPACE ACCESS
DOOR - REFER TO FRAMING PLAN
FOR ADDITIONAL INFORMATION
BUILT-UP GIRDER - REFER TO FRAMING
PLAN FOR ADDITIONAL INFORMATION.
CRAWLSPACE FLUSH MOUNTED,
INSULATED ACCESS PANEL DOOR.
REFER TO FLOOR PLAN AND DOOR
SCHEDULE FOR ADDITIONAL INFO.
2X P.T. WOOD SLEEPERS @ 16" O.C.
5 1/2" R21 KRAFT FACED F.G. INSUL.
6"9"EXISTING CMU FOUNDATION WALLS TO REMAIN.
REPAIR WALL AS REQUIRED AND GROUT SOLID,
TYP. OF (4) - REFER TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
VINYL "CLAPBOARD" SIDING - REFER
TO EXTERIOR ELEVATIONS FOR
ADDITIONAL INFORMATION.
3-1/2" DIA. LALLY COLUMN ON
REINF. CONC. FOOTING - REFER
TO FOUNDATION PLAN FOR
ADDITIONAL INFORMATION.
2X10 WOOD JOISTS @ 16"
O.C. - REF. TO FRAMING
PLAN FOR ADDTL. INFO.
9 1/2" R30 KRAFT
FACED F.G. INSUL.
INFILL DEMO FLOOR JOIST VOID W/ 2X
WOOD JOIST & 1/2" PLYWOOD TO CREATE
CONT. FLUSH WALL SURFACE. PREP
WALL TO RECEIVE NEW WALL FINISH
BUILT-UP GIRDER - REFER TO
FRAMING PLAN FOR ADDITIONAL
INFORMATION.
3/4" T&G PLYWOOD SHEATHING,
TYP. REF. TO FINISH PLAN FOR
FLOOR FINISH
3/4"
PROVIDE WOOD BLOCKING AS REQUIRED
1x OAK SILL TRIM BOARD
W/ BULL NOSE. FINISH
STAIN TBD.
1x OAK APRON TRIM BOARD.
FINISH COLOR TBD.
0'-0" A.F.F.
FIRST FINISH FLOOR
JSP
PMA
#DATE REVISION
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-400 BUILDING SECTIONS & NOTES.dwgLast save: Oct 10, 2019 - 2:11pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
400
BUILDING SECTIONS
AND DETAILS
SCALE:
3 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"
SCALE:
4 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"
SCALE:
5 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"
STAIR
1UP
SCALE:
1 ENLARGED FIRST FLOOR STAIR PLAN
1/2" = 1'-0"
N7'-8 1/2"1
A402
12'-1"3'-4"4 TREADS @ 11"4'-4 1/4"LANDING13'-11 1/2"
4'-1 1/2"
LANDING
3
A401
UP
A4
A1
B1
1-1/2" DIA. WOOD HANDRAIL TO BE
INSTALLED PER STATE AND LOCAL
BUILDING CODE REQUIREMENTS.
G.C. TO PROVIDE BLOCKING IN
WALL AS REQUIRED - HANDRAIL
TO RECEIVE A MIN. OF (2) COATS
OF POLYURETHANE, TYP.
STAIR TREADS TO BE 3/4"
PLYWOOD. REFER TO FINISH
SCHEDULE FOR STAIR FINISH, TYP.
STAIR LANDINGS TO BE
3/4" PLYWOOD. REFER
TO FINISH SCHEDULE
FOR STAIR FINISH, TYP.
OF BOTH LANDINGS
ENTRY / EXIST
VESTIBULE
100
HALL
104
SALES
AREA
102
ACCESSIBLE
RESTROOM
106
106
1
100
3
100
1
102
1
STR
1
5'-10"
(7) TREADS @ 11"
4'-0"
HOLD1'-1"4'-0"4'-1"2'-7 1/2"4'-0 1/2"
6'-11 1/2"6'-8"
14'-4"1'-5 1/2"4'-0"
CLEAR MIN.
1'-0"
TYP.
11"
TYP.
1'-11"
TYP.
B1
B
B
B2
BB
A4
A4
A4
A1
B2
4'-0"CLEAR MIN.CRAWLSPACE FLUSH MOUNTED, INSULATED
ACCESS PANEL DOOR. REFER TO FLOOR
PLAN & DOOR SCHED. FOR ADDTL. INFO.
2X4 EXTERIOR WALL -
REFER TO PLANS AND
SECTIONS FOR ADDITIONAL
INFORMATION, TYP.
2X4 EXTERIOR WALL -
REFER TO PLANS AND
SECTIONS FOR ADDITIONAL
INFORMATION, TYP.
2X4 EXTERIOR WALL -
REFER TO PLANS AND
SECTIONS FOR ADDITIONAL
INFORMATION, TYP.
DN
DN
1'-0"
TYP.
SCALE:
2 ENLARGED SECOND FLOOR STAIR PLAN
1/2" = 1'-0"
N
STAIR
1
X
X4'-0"CLEAR MIN.4'-0 1/2"4'-0"CLEAR MIN.A1204
1
1
A402
12'-0 1/2"4'-4 1/4"LANDING3'-4"(4) TREADS @ 11"4'-4 1/4"LANDINGX
9'-10 1/2"
4'-1 1/2"
LANDING11"TYP.1'-11"
TYP.
3
A401
6'-7 1/2"
2'-6"
(3) TREADS @ 11"
4'-1 1/2"
LANDING
201
1202
1
STORAGE
CLOSET
201
CORRIDOR
200
BREAK
ROOM
204
PACKAGING
202
DN
4'-0"
CLEAR MIN.
5'-6"
CLEAR
A1
A1
A1
A1
A1
1-1/2" DIA. WOOD HANDRAIL TO BE
INSTALLED PER STATE AND LOCAL
BUILDING CODE REQUIREMENTS.
G.C. TO PROVIDE BLOCKING IN
WALL AS REQUIRED - HANDRAIL
TO RECEIVE A MIN. OF (2) COATS
OF POLYURETHANE, TYP.
STAIR TREADS TO BE 3/4"
PLYWOOD. REFER TO
FINISH SCHEDULE FOR
STAIR FINISH, TYP.
STAIR LANDINGS TO BE
3/4" PLYWOOD. REFER
TO FINISH SCHEDULE
FOR STAIR FINISH, TYP.
OF BOTH LANDINGS
STAIR
106
4'-0"
CLEAR MIN.
1-1/2" DIA. WOOD HANDRAIL TO BE
INSTALLED PER STATE AND LOCAL
BUILDING CODE REQUIREMENTS. G.C. TO
PROVIDE BLOCKING IN WALL AS REQUIRED
- HANDRAIL TO RECEIVE A MIN. OF (2)
COATS OF POLYURETHANE, TYP.
STAIR TREADS TO BE 3/4"
PLYWOOD. REFER TO FINISH
SCHEDULE FOR STAIR FINISH, TYP.
FRAME INTERIOR STAIR WITH
(3) 2x12 STRINGERS. OUTSIDE
STRINGERS TO BE DOUBLE.
TOP OF STRINGERS TO BE
JOIST HUNG, TYP.
FRAME INTERIOR STAIR
LANDINGS WITH 2x8 WOOD
JOISTS AT 16" O.C.. OUTSIDE
JOISTS TO BE DOUBLE,
TYPICAL OF BOTH LANDINGS
± 4'-8"8R @ 7" (MAX.)± 2'-11"5R @ 7" (MAX.)± 2'-4"4R @ 7" (MAX.)9'-10"17R @ 7" (MAX.)0'-0" A.F.F.
FIRST FINISH FLOOR
± 9'-10" A.F.F.
SECOND FINISH FLOOR
STAIR LANDINGS TO BE 3/4"
PLYWOOD. REFER TO FINISH
SCHEDULE FOR STAIR FINISH, TYP.
OF BOTH LANDINGS
± 7'-6 1/2" A.F.F.
LANDING
± 4'-8" A.F.F.
LANDING
STR
1
203
1
BREAK
ROOM
204
SALES
AREA
102
102
1
4'-0"
CLEAR MIN.
4'-4 1/4"
LANDING
3'-4"
(4) TREADS @ 11"
4'-4 1/4"
LANDING
12'-0 1/2"
11"
TYP.2'-10"TYP.STAIR NOSING TO HAVE
1" OVERHANG, TYP.
STAIR RISERS TO 3/4" MAPLE
BOARDS PAINTED WHITE.
WALL BASE. REFER
TO FINISH SCHEDULE
FOR ADDITIONAL
INFORMATION
INFILL DEMO FLOOR
JOIST VOID W/ 2X WOOD
JOIST & 1/2" PLYWOOD
TO CREATE CONT.
FLUSH WALL SURFACE.
PREP WALL TO RECEIVE
NEW WALL FINISH
2X8 P.T. SILL ON SILL
SEALER AT NEW
EXTERIOR WALL
CONSTRUCTION
1/2" DIA. ANCHOR
BOLTS @ 48" O.C. AT
NEW EXTERIOR WALL
CONSTRUCTION
(2) 1-3/4" x 11-1/4" LVL BEAMS -
REFER TO FRAMING PLAN FOR
ADDITIONAL INFORMATION.
2X4 @ 16" O.C. NON-BEARING
PARTITION - REF. PARTITION
TYPES, TYP.
SCALE:
3 ENLARGED STAIR SECTION
3/4" = 1'-0"
NOTE:
SEE SECTION 2/A-400 FOR TYPICAL NOTES
JSP
PMA
#DATE REVISION
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-401 ENLARGED STAIR PLAN, SECTIONS, & DETAILS.dwgLast save: Oct 10, 2019 - 3:16pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
401
ENLARGED STAIR
PLANS AND SECTION
± 2'-4"4R @ 7" (MAX.)9'-10"17R @ 7" (MAX.)0'-0" A.F.F.
FIRST FINISH FLOOR
± 9'-10" A.F.F.
SECOND FINISH FLOOR
± 7'-6 1/2" A.F.F.
LANDING
± 7'-6 1/2"ACCESSIBLE
RESTROOM
106
201
1
202
1
STAIR
106
WALL BASE. REFER
TO FINISH SCHEDULE
FOR ADDITIONAL
INFORMATION
INFILL DEMO FLOOR JOIST VOID W/ 2X
WOOD JOIST & 1/2" PLYWOOD TO CREATE
CONT. FLUSH WALL SURFACE. PREP
WALL TO RECEIVE NEW WALL FINISH
STAIR LANDINGS TO BE 3/4"
PLYWOOD. REFER TO FINISH
SCHEDULE FOR STAIR FINISH,
TYP. OF BOTH LANDINGS
4'-0"
CLEAR MIN.
2'-6"
(3) TREADS @ 11"
4'-4 1/4"
LANDING
1-1/2" DIA. WOOD HANDRAIL TO BE
INSTALLED PER STATE AND LOCAL
BUILDING CODE REQUIREMENTS. G.C. TO
PROVIDE BLOCKING IN WALL AS REQUIRED -
HANDRAIL TO RECEIVE A MIN. OF (2) COATS
OF POLYURETHANE, TYP.
11"
TYP.2'-10"TYP.STAIR NOSING
TO HAVE 1"
OVERHANG, TYP.
STAIR RISERS TO 3/4"
MAPLE BOARDS
PAINTED WHITE.
STAIR TREADS TO BE 3/4"
PLYWOOD. REFER TO FINISH
SCHEDULE FOR STAIR FINISH, TYP.
FRAME INTERIOR STAIR WITH (3)
2x12 STRINGERS. OUTSIDE
STRINGERS TO BE DOUBLE. TOP OF
STRINGERS TO BE JOIST HUNG, TYP.
FRAME INTERIOR STAIR
LANDINGS WITH 2x8 WOOD
JOISTS AT 16" O.C.. OUTSIDE
JOISTS TO BE DOUBLE,
TYPICAL OF BOTH LANDINGS
(2) 1-3/4" x 9-1/4" LVL BEAMS
BELOW BEARING WALL ABOVE
- REFER TO FRAMING PLAN FOR
ADDITIONAL INFORMATION.
(2) 2X12 FLUSH FRAMED HEADER
- REFER TO FRAMING PLAN FOR
ADDITIONAL INFORMATION.
2X4 @ 12" O.C. WOOD STUD
BEARING PARTITION - REF.
PARTITION TYPES, TYP.
SCALE:
1 ENLARGED STAIR SECTION
3/4" = 1'-0"
NOTE:
SEE SECTION 1/A-400 FOR TYPICAL NOTES
JSP
PMA
#DATE REVISION
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-401 ENLARGED STAIR PLAN, SECTIONS, & DETAILS.dwgLast save: Oct 10, 2019 - 2:11pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
402
ENLARGED STAIR
SECTION AND DETAILS
PAINTED
ACCENT
COLOR
ELEVATION AELEVATION BELEVATION CELEVATION D
ELEVATION AELEVATION BELEVATION CELEVATION D
+/- 7'-9"
U.S. GWB CLNG
8'-0"
U.S. GWB CLNG
B-4B-4
3'-0"3'-0"2'-0"B-4B-4B-4
B-4 B-4
1'-0"
PAINTED PAINTED PAINTED
PAINTED
PAINTED
PAINTED
40" MAX A.F.F.TOWEL DISPENSER6"11"
8"27" MIN.MAXMIN.
MIN.
T-2 CERAMIC TILE
FULL HEIGHT2'-10"4"MAX17"107
1
205
1
T-1T-1
SS-1
T-2
T-4
SS-1
T-3
T-5
T-5
T-6
T-6
T-7
T-8
T-12
T-13
T-9
T-4
PL-4
PL-4
T-14
SS-1
PL-4
T-13
T-11 2'-10"4"2'-112"
SCHLUTER EDGE AS
SPECIFIED, TYP.
METAL FRAME, PTD. AS
SPECIFIED, TYP.
METAL FRAME, PTD. AS
SPECIFIED, TYP.
EXISTING WOOD TRIM
TO BE P&R, PAINTED
L-6 AS SPECIFIED,
TYP.
T-7
L-6 AS SPECIFIED,
TYP.
T-12
T-4
# B-38032
TRIMLINE SERIES
# B-290 2436
ADA WALL MOUNTED LAVATORY
T-2
T-10
KOHLER K-2035-1-0
PINOIR
KOHLER K-3810-0
SANTA ROSA
ALL ACCESSORIES ARE SPECIFIED AS MANUFACTURED BY BOBRICK
UNLESS NOTED OTHERWISE.
24"x36" WELDED FRAME MIRROR
SEMI RECESSED PAPER TOWEL
DISPENSER / WASTE RECEPTACLE
NOTES:
·REFER TO MEP & ENG. DWGS FOR FINAL SPECIFICATIONS.
·G.C. TO PROVIDE RECESSED SOLID BLOCKING FOR ALL
ACCESSORIES, INCLUDING GRAB BARS AND SINK.
·ALL PLUMBING FIXTURES TO COMPLY WITH STATE CODE
# B-6806.99x42 ; PEENEDT-1 42" GRAB BAR
RESTROOM ACCESSORY SCHEDULE
MFG. NO.ITEMNO.
T-3 # B-76867SURFACE-MOUNTED DOUBLE ROLL
TOILET TISSUE DISPENSER
T-5
HEAVY-DUTY CLOTHES HOOK W/
EXPOSED MOUNTING
# B-211
MOUNT @ 54" MAX. A.F.F.
T-8
UNDER MOUNT SINK
T-11
KOHLER K-2355-0
ARCHER
RECESSED SANITARY NAPKIN
DISPOSAL
# B-35303
TRIMLINE SERIES
T-6
AUTOMATIC SOAP DISPENSERT-7
NOT USED
# B-76857SURFACE-MOUNTED SINGLE ROLL
TOILET TISSUE DISPENSER
# B-2013
T-9 SURFACE -MOUNTED PAPER TOWEL
DISPENSER
# B-5262
T-13 FLOOR MOUNTED TOILET
display
ACCESSIBLE
RESTROOM
107
2
A-500 B
A
D
C 1'-10"1'-6"BATH
205
4
A-500 B
A
D
C
2'-112"3'-0"30"X48" CLEAR SPACE REQ'D
FORWARD REACH SIDE REACH
FIRE ALARM, THERMOSTAT
ROOM IDENTIFICATION
DOOR LEVERS
OUTLETS1'-6"
5'-0"
4'-6"
3'-0"
NOTES:
1. DIAGRAMS SHOWN ON THIS SHEET ARE NOT TO SCALE.
2. ALL DIMENSIONS LABELED "HOLD" ARE MANDATED BY CODE AND MUST BE MAINTAINED.
3. REFER TO CMR 521 SECTION 6.5 & 6.6 FOR ALL MOUNTING HEIGHTS.
4. FORWARD REACH IS TO BE 15" TO 48", SIDE REACH IS 9" TO 54" WITHOUT OBSTRUCTION. REFER TO AAB 521 CMR
SECTIONS 6.5-6.6.
TYPICAL MOUNTING HEIGHTS 9"MIN.15"MIN.LEVER
HANDLE
EXIT STAIRS
COMPLIANT TACTILE SIGNAGE
5'-0"1. DOOR OR WALL MOUNTED SIGNAGE
2. ALL SIGNAGE SHALL CONFORM WITH M.A.A.B.
GUIDELINES 48" MAX.54" MAX.ADULT SPECIFIC REQUIREMENTS:
AAB (521 CMR) ACCESSORY AND FIXTURE MOUNTING HEIGHTSSIGNAGE
ROOM
NAME
CL
48"
30"X48" CLEAR SPACE REQ'D
LAVATORY NOTES:
1.PROVIDE A CLEAR SPACE 30"x48" MIN. IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO
KNEE AND TOE SPACE UNDER LAVATORY.
2.HOT WATER SUPPLY AND DRAIN PIPING UNDER LAVATORIES SHALL BE RECESSED, INSULATED, OR GUARDED
TO PREVENT CONTACT.
3.NO SHARP OR ABRASIVE ELEMENTS ARE ALLOWED UNDER LAVATORIES.
4.FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND
CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE
CONTROLS IS NOT TO EXCEED 5 LBS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED
MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN.
5.SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.
17"-25"9"MIN.6"
MAX.
11"
MIN.27" MIN.KNEE CLEARANCE8"
MIN.29" MIN.34" MAX.40" MAXB.O. REFLECTINGSURFACE30"X48" CLR
FLOOR SPACE
MAX 6 1/2" SINK
DEPTH
19" MAX.
TOILET ACCESSORY NOTES:
1.THE TOP OF ANY SHELF AND OR BOTTOM OF ANY MIRROR THAT IS PROVIDED ABOVE A SINK
SHALL BE SET WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40
INCHES ABOVE THE FINISH FLOOR.
2.TOWEL DISPENSERS, DRYING DEVICES, OR OTHER TYPES OF DEVICES AND DISPENSERS
SHALL HAVE AT LEAST ONE OF EACH DEVICE MOUNTED WITHIN THE ZONE OF REACH. AT
LEAST ONE OF EACH DEVICES SHALL BE LOCATED WITHIN REACH OF A PERSON USING THE
ACCESSIBLE SINK.
3.IF CONTROLS, RECEPTACLES, OR OTHER EQUIPMENT IS PROVIDED, THEN AT LEAST ONE OF
EACH SHALL BE ON AN ACCESSIBLE ROUTE AND WITHIN THE REACH RANGES SPECIFIED IN
521 CMR 6.00.
SEAT COVER
DISPENSER
TOWEL AND
TRASH
RECEPTACLES
HAND
DRYER
PRODUCT
DISPENSER MIRROR
40" MAX.Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-500 ENLARGED PLANS & ELEVATIONS.dwgLast save: Oct 10, 2019 - 2:11pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
500
ENLARGED PLANS &
ELEVATIONS
JSP
AMC
SCALE:
1 ACCESSIBLE RESTROOM 107
1/2"=1'-0"
ENLARGED PLAN-
SCALE:
2 RESTROOM 107
1/2"=1'-0"
ENLARGED PLAN-
SCALE:
3 BATH 205
1/2"=1'-0"
ENLARGED PLAN-
SCALE:
4 BATH 205
1/2"=1'-0"
ENLARGED PLAN-
REMARKS
A.EXTERIOR DOOR ASSEMBLY TO HAVE AN OVERALL U-FACTOR OF 0.77. GLAZING TO BE CLEAR LOW-E, U-VALUE OF 0.38, AND SHGC OF 0.40. G.C. TO VERIFY THAT EXTERIOR DOORS MEET 2015 ENERGY REQUIREMENTS.
B.G.C. TO VERIFY ROUGH OPENINGS AND JAMB DEPTHS AT ALL DOORS PRIOR TO ORDERING DOORS AND FRAMES.
C.G.C. IS SOLELY RESPONSIBLE FOR VERIFYING QUANTITY OF DOORS AND FRAMES WITH THE FLOOR PLANS PRIOR TO ORDERING.
D.SEE FLOOR PLAN FOR REQUIRED DOOR SWING.
E.ALL METAL DOOR FRAMES ON FIRST FLOOR TO RECEIVE WOOD CASING, TYPICAL. REFER TO FINISH SPECIFICATIONS FOR ADDITIONAL INFORMATION.
F.ALL ROOMS WITH SUPPLY AIR AND NO RETURN OR EXHAUST TO HAVE 1" UNDERCUT UNLESS NOTED OTHERWISE.
DOOR SCHEDULE
DOOR
TAG
ROOM NAME DOOR
SIZE
WIDTH HGT THK MATL GLASS ELEV MATL ELEV JAMB
DEPTH
FRAME HARDWARE
SET
NO.
KEY SIDE
RM. NO.
COMMENTS
1st FLOOREXTERIOR
SALES AREA #102
3 -
SECURITY OFFICE #101
--1
-3
3'-0"7'-0"HALL #104
3'-0"7'-0"
STAIR 1 3'-0"7'-0"1 3/4"WD -3 -MTL
3'-0"7'-0"1 3/4"WD -6MTL
(2) 3'-0"7'-0"1 3/4"WD 5 V.I.F.MTL
SALES AREA #102
ACCESS. RESTROOM #106
-63'-0"7'-0"1 3/4"WD 1"6MTL
1 3/4"WD -8 -6MTL
1 3/4"WD -4 -6MTL
BATH #205
COUNTING ROOM #206 3'-0"6'-8"1 3/4"-WD MTL
VAULT #207 3'-0"6'-8"1 3/4"-MTL MTL
1"
2'-0"6'-8"1 3/4"WD -MTLSTORAGE CLOSET #201
6
3'-0"6'-8"1 3/4"WD -6MTLOFFICE #203
3'-6"6'-8"C.O.--7MTL
EXIST.EXIST.1 3/4"MTL 1"6MTL
BREAK ROOM #204
BREAK ROOM #204
TO FROM
100
1 ENTRY / EXIST VESTIBULE #100
ENTRY / EXIST VESTIBULE #100
HALL #104
JANITOR CLOSET #105
ENTRY / EXIST VESTIBULE #100
HALL #103A
HALL #104
100
2
101
1
103A
1
105
1
106
1
STR
1
2nd FLOOR201
1
203
1
204
1
204
2
205
1
206
1
207
1
3'-0"6'-8"1 3/4"WD -6MTLCORRIDOR #200
CORRIDOR #200
COUNTING ROOM #206
CORRIDOR #200
CORRIDOR #200
CORRIDOR #200
EXTERIOR
4
4
3
4
4
1
4 3/4"
4 3/4"
4
4
4
4
-
2
4
4 3/4"
4 3/4"
4 3/4"
6
6
6 4 3/4"
4 3/4"
4 3/4"
EXIST
4 3/4"
4 3/4"
V.I.F.
7
5
-
2
4
3
3
-
-
-
-
-
-
-
--
--
EXISTING DOOR AND FRAME TO REMAIN
EXISTING DOOR AND FRAME TO REMAIN
EXIST. ELEC. ROOM #103 HALL #103A103A
2
EXIST.EXIST.1 3/4"MTL -
--
-
-
-
-
-
PROVIDE 1" UNDERCUT
-
PROVIDE 1" UNDERCUT
-
CASED FRAMED OPENING
-
-
-
-
6MTL4 EXIST.
103A
3
103A
4
EXIST. ADJACENT TENANT
EXIST. ADJACENT TENANT
HALL #103A
HALL #103A EXISTING DOOR AND FRAME TO REMAIN
TOP OF FIN. FLOOR
ENTRY VESTIBULE #100
EXTERIOR DOOR1
EXIST.
TOP OF FIN. FLOOR
T
1" CLEAR LOW-E,
TEMPERED
DOUBLE PANE
INSULATED GLASS
EXIST.BREAK ROOM #204
EXTERIOR DOOR23'-0"2'-0"
3'-0"
TOP OF FIN. FLOOR
T
1/4" CLEAR
TEMPERED
GLASS W/ 3M
PRIVACY FILM
7'-0"INTERIOR DOOR34'-6"2'-0"
TOP OF FIN. FLOORVARIESSEE DOOR SCHEDULEVARIES
SEE DOOR
SCHEDULE
REFER TO PLAN FOR CORRECT
SWING ORIENTATION
INTERIOR DOOR4
REFER TO PLAN FOR CORRECT
SWING ORIENTATION
EXTERIOR DOOR FRAME5
TOP OF FIN. FLOOR
3'-0"
2"2"7'-2"2"7'-0"INTERIOR DOOR FRAME6
TOP OF FIN. FLOOR
VARIES
SEE DOOR
SCHEDULE
2"2"VARIESSEE DOOR SCHEDULE2"VARIESSEE DOOR SCHEDULE6'-6"
NOTE:
FACTORY PRIMED AND FIELD PAINTED
18 GA. WELDED METAL FRAME
NOTE:
FACTORY PRIMED AND FIELD PAINTED
18 GA. WELDED METAL FRAME
SCALE:
A DOOR TYPES / FRAMES
1/4" = 1'-0"
HARDWARE NOTES:
1.ALL DOOR HARDWARE TO BE LEVER TYPE TO MEET ADA REQUIREMENTS.
2.USE WELDED DOOR BUCKS ONLY.
3.DO NOT USE KNOCK DOWN TYPE.
4.DOOR SCOPE TO BE INSTALLED AT 54" A.F.F.
5.DOOR LATCHES AND LOCKSETS SHALL BE BELOW 48", TYP.
6.ALL DOORS TO BE FITTED WITH DOOR SILENCERS.
NOTE:
IF DOUBLE DOORS HAVE MULTIPLE LOCKS, ALL HOUSINGS EXCEPT FOR THE MAIN SHALL BE BLANK. G.C. TO CONFIRM THAT EXTERIOR DOORS WILL ACCOMMODATE SECURITY VENDOR PROVIDED CORES.
2'-7"
2"2"2'-3"7'-2"2"6'-4"8"TOP OF FIN. FLOORTOP OF FIN. FLOOR7'-2"2"3'-8"3'-2"A.F.F.2"5'-6"
2"
2"
2"2'-0"3'-0"
SLIDING
TOP OF FIN. FLOOR
EXIST. R.O.
G.C. TO
V.I.F.EXISTINGEXISTING R.O.G.C. TO V.I.F.A EXTERIOR WINDOW
C INTERIOR WINDOW D INTERIOR WINDOW
1" CLEAR LOW-E,
TEMPERED
DOUBLE PANE
INSULATED GLASS
1/4" CLEAR
TEMPERED
GLASS
1/4" CLEAR
TEMPERED
GLASS.
SCALE:
B WINDOW TYPES / FRAMES
1/4" = 1'-0"
1.ALL EXTERIOR AND INTERIOR DOORS SHALL BE BY MARSHFIELD DOOR SYSTEMS, SOLID
CORE OR APPROVED EQUAL. VENEER AND FACTORY FINISH STAIN TO BE DETERMINED.
G.C. TO SUBMIT FINISH SAMPLES & SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND
APPROVAL PRIOR TO ORDERING.
2.MORTISE STEEL DOOR FRAMES AND PROVIDE W/ REINFORCEMENT PLATES FOR
HARDWARE SECURITY WELD PLATES IN PLACE AT FACTORY & TAP FOR SCREWS, WELD
IN FOUR PLACES. PROVIDE STRIKE PLATE REINFORCING.
3.ALL DOOR FRAMES SHALL HAVE SILENCERS
4.ALL DOOR HARDWARE SHALL BE A.D.A. COMPLIANT.
5.ALL INTERIOR DOORS SHALL BE 1-3/4" FLUSH SOLID CORE U.N.O.
6.DOORS WITH CLOSER SHALL HAVE BALL BEARING HINGES. CLOSERS SHALL MEET OR
EXCEED ACCESSIBILITY REQUIREMENTS, TO BE ADJUSTED AS FOLLOWS: MAXIMUM
FORCE TO OPEN SHALL BE 8.5 LBS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR
DOORS. A MOMENTARY AUXILIARY FORCE EXCEEDING THE MAXIMUM IS APPROVED IN
ORDER TO OVERCOME THE INERTIA OF THE DOOR. SWEEP PERIOD OF CLOSERS SHALL
BE AT LEAST 3 SECONDS FROM 90 DEGREES TO APPROXIMATELY 12 DEGREES.
7.DOOR FLOOR STOP SHALL BE OMNIA 7000, BRASS. COORD. FINAL PLACEMENT W/ ARCH.
DOOR WALL STOP SHALL BE "IVES" WS401CCV - 1/2 CONCAVE WALL BUMPER/STOP
8.CONTRACTOR SHALL CONFIRM DOOR FUNCTION AND KEYING OF LOCKSETS AND DEAD
BOLTS WITH OWNER AND SECURITY CONSULTANT PRIOR TO PURCHASING HARDWARE.
9.COORD. SECURITY REQUIREMENTS W/ RESPECT TO DOOR ELECTRONIC HARDWARE
WITH OWNER AND SECURITY CONSULTANT PRIOR TO PURCHASING HARDWARE.
10.PROVIDE ACCESSIBLE SIGNAGE AT RESTROOM AND EXIT DOORS
11.G.C. SHALL PROVIDE ENGINEERING APPROVAL FOR EXTERIOR DOORS AT TIME OF
SUBMITTAL TO BUILDING DEPARTMENT.
12.ALL THRESHOLDS SHALL HAVE NO STEP GREATER THAN 1/2" PER A.D.A. REQUIREMENTS.
14.HARDWARE FINISH THROUGHOUT DISPENSARY TO BE BRUSHED BRASS.
15.HINGES, BUTTS & PIVOTS: FULL MORTISE, BALL BEARING TYPE IVES O.A.E. 3 HINGES PER
DOOR, STEEL PINS ON STEEL HINGES, STAINLESS STEEL PINS ON NON-FERROUS HINGES.
16.SUBMIT A FINAL HARDWARE SCHEDULE FOR ARCHITECT'S & SECURITY CONSULTANT'S
REVIEW. COORDINATE HARDWARE WITH DOORS, FRAMES, AND RELATED WORK TO
ENSURE PROPER SIZE, HAND, FUNCTION, AND FINISH OF HARDWARE.
DOORS AND HARDWARE NOTES:
ENTRY / EXIST VESTIBULE #100 -6A3'-0"7'-0"1 3/4"WD 1"6MTLSALES AREA #102100
3 3 4 3/4"-
DOOR CONTACT - COORDINATE WITH
SECURITY VENDOR
CRAWLSPACE -8B3'-0"
(V.I.F.)
3'-0"
(V.I.F.)2"GALV.
MTL --GALV.
MTLSALES AREA #102102
1 -(V.I.F.)
COORDINATE SIZE WITH MECHANICAL
SUBCONTRACTOR. VERIFY TYPE AND
SECURITY LOCKSET W/ OWNER PRIOR
TO ORDERING. DOOR TO BE INSULATED
1'-10"
(V.I.F.)
3'-0"
(V.I.F.)2"MTL -MTLATTIC200
1 CORRIDOR #200 --(V.I.F.)8B -
3'-0"6'-8"1 3/4"WD -6MTLPACKAGING #202202
1 CORRIDOR #200 4 4 3/4"3 --
T7'-0"4'-6"3'-0"
2'-0"
1" CLEAR LOW-E,
TEMPERED
DOUBLE PANE
INSULATED GLASS
CASED OPENING7
TOP OF FIN. FLOOR
3'-10"
2"2"6'-10"2"6'-8"NOTE:
FACTORY PRIMED AND FIELD PAINTED
18 GA. WELDED METAL FRAME
3'-6"1- G.C. TO VERIFY ROUGH OPENINGS WITH MANUFACTURER PRIOR TO
CONSTRUCTION.
2- EXTERIOR WINDOWS TO BE FIXED HARVEY TRIBUTE COMMERCIAL
WINDOWS SERIES OR APPROVED EQUAL, WITH 5/8" CONTOUR GRID
BETWEEN GLASS, AND WHITE CLAD EXTERIOR AND INTERIOR SURFACES.
G.C TO VERIFY ROUGH OPENINGS PRIOR TO FRAMING.
3- EXTERIOR WINDOWS TO HAVE CLEAR LOW-E, ARGON GLAZING
GLAZING, U-VALUE OF 0.25, AND SHGC OF 0.40. G.C. TO VERIFY THAT
EXTERIOR WINDOWS MEET IECC 2015 ENERGY REQUIREMENTS,
INCLUDING 117 MPH WIND ZONE DESIGN REQUIREMENT.
4- INTERIOR WINDOWS TO BE FIXED WINDOWS WITH METAL FRAME
UNLESS OTHERWISE NOTED. G.C. TO VERIFY MANUFACTURER,
FUNCTION, STYLE AND FINISH WITH OWNER AND ARCHITECT PRIOR
TO SUBMITTING SHOP DRAWINGS AND HARDWARE SCHEDULE.
5- G.C. TO REFER TO FINISH SPECIFICATIONS FOR PRIVACY FILM
LOCATIONS AND SPECIFICATION.
6- ALL WINDOW FRAMES TO RECEIVE WOOD CASING, TYPICAL.
REFER TO FINISH SPEC. FOR ADDITIONAL INFORMATION.
COORDINATE SIZE WITH MECHANICAL
SUBCONTRACTOR. VERIFY TYPE AND
SECURITY LOCKSET W/ OWNER PRIOR
TO ORDERING. DOOR TO BE INSULATED
TOP OF FIN. FLOOR
3'-0"MATCH EXTERIORDOOR HEAD HEIGHT4'-0"B EXTERIOR WINDOW
1" CLEAR LOW-E,
TEMPERED
DOUBLE PANE
INSULATED GLASS
SECURITY OFFICE #101 -3A3'-0"7'-0"1 3/4"WD -6MTLI.T.CLOSET #101A101A
1 4 4 3/4"PROVIDE 1" UNDERCUT
3'-0"6'-8"1 3/4"WD -MTLCORRIDOR #200200A
1 JANITOR CLOSET #200A 4 6 4 3/4"8A -PROVIDE 1" UNDERCUT
EXIST.V.I.F.± 3'-0"V.I.F.3'-0"
2"
T
T
TT
T
T
T
3'-0"
FIXED
2'-0"
STOREROOM - SECURE
3 HINGES
1
STOREROOM LOCKSET1
1 FLOOR STOP
1 DUST PROOF STRIKE
3 DOOR SILENCERS
HARDWARE
SET #
QTY. PER
LEAF ITEM REMARKS
1 EXTERIOR - MAIN ENTRANCE
3 HINGES
1 EXIT DEVICE
1 WIRELESS LOCK COORD SPEC & DOOR CONTACT
REQ'S W/ SECURITY VENDOR
1 ELECTRIC STRIKE COORD REQ'S W/ SECURITY
VENDOR
1 RIM CYLINDER
1 DOOR CLOSER INSTALL ON PUSH SIDE OF DOOR
1 GASKET
1 DOOR SWEEP/DRIP
1 SADDLE THRESHOLD
2 EXTERIOR - BREAK ROOM
3 HINGES
1 STOREROOM LOCKSET
1 FLUSH BOLT
1 RIM CYLINDER
1 DOOR CLOSER INSTALL ON PULL SIDE OF DOOR
1 GASKET
1 DOOR SWEEP/DRIP
1 SADDLE THRESHOLD
1 DOOR CONTACT COORD W/ SECURITY VENDOR
HARDWARE SCHEDULE
1 FLOOR STOP
STOREROOM - SECURE
3 HINGES
1 FLUSH BOLT
1 STOREROOM LOCKSET
1 DOOR CLOSER INSTALL ON PULL SIDE OF DOOR
1 KICKPLATE INSTALL ON PUSH SIDE OF DOOR
1 FLOOR STOP
1 DUST PROOF STRIKE
3 DOOR SILENCERS
3
FLUSH BOLT
3A
PRIVACY
3 HINGES
1 PRIVACY SET
1 DOOR CLOSER
1 KICKPLATE INSTALL ON PUSH SIDE OF DOOR
1 FLOOR STOP
3 DOOR SILENCERS
4
INSTALL ON PULL SIDE OF DOOR
OFFICE
3 HINGES
1 LOCKSET
1 FLOOR STOP
1 COAT & HAT HOOK
3 DOOR SILENCERS
5
6 VESTIBULE (ENTRY) - SECURE
3 HINGES
1 ELECTRIFIED
STOREROOM LOCKSET
1 FLUSH BOLT
1 DOOR CLOSER INSTALL ON PUSH SIDE OF DOOR
1 KICKPLATE INSTALL ON PUSH SIDE OF DOOR
1 FLOOR STOP
1 POWER TRANSFER COORD W/ SECURITY VENDOR
3 DOOR SILENCERS
6A VESTIBULE (EXIT) - SECURE
3 HINGES
1 ELECTRIFIED
STOREROOM LOCKSET
1 FLUSH BOLT
1 DOOR CLOSER INSTALL ON PUSH SIDE OF DOOR
1 KICKPLATE INSTALL ON PUSH SIDE OF DOOR
1 FLOOR STOP
1 POWER TRANSFER COORD W/ SECURITY VENDOR
3 DOOR SILENCERS
1 EXIT DEVICE
PASSAGE
3 HINGES
1 PASSAGE SET
1 FLOOR STOP
1 KICKPLATE
3 DOOR SILENCERS
7
INSTALL ON PUSH SIDE OF DOOR
3 HINGES
1 STOREROOM LOCKSET
1
1
FLOOR STOP1
3 DOOR SILENCERS
KICKPLATE INSTALL ON PUSH SIDE OF DOOR
DOOR CLOSER INSTALL ON PUSH SIDE OF DOOR
UTILITY8
3 HINGES
1 STOREROOM LOCKSET
FLOOR STOP1
3 DOOR SILENCERS
UTILITY8A
3 HINGES
1 STOREROOM LOCKSET
1
1
GASKET1
PUSH/PULL HANDLE INSTALL ON PUSH SIDE OF DOOR
FLUSH PULL HANDLE INSTALL ON PULL SIDE OF DOOR
UTILITY8B
JSP
PMA
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_A-700 DOOR, WINDOW, & HARDWARE SCHEDULES.dwgLast save: Oct 10, 2019 - 3:24pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
A
700
DOOR, WINDOW, &
HARDWARE
SCHEDULES
ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
1
2
3
4-ADA
ONLINE
PICK-UP?
basement
access
millwork
(bud bar?)
displaydisplaydisplay
SCALE:
1 FIRST FLOOR FINISH PLAN
1/4" = 1'-0"
ENTRY
VESTIBULE
100
SALES
AREA
102
EXISTING
STORAGE
SHED
(N.I.C.)
HALL
104
STAIR
1MAT
WD-1
WD-1
LT-1
LT-1
POS
STATIONS
102A
WD-1
LT-1
WD-4T-1
CPT-1ACCENTPAINTT-2WP
ACCENT
PAINT
T-2
SCHLUTER
JOLLYWD-2MTLT-2WD-4WD-2WPACCENT
PAINT
ACCESSIBLE
RESTROOM
106
EXISTING
ELEC. RM
103
HALL
103A
JANITOR
CLOSET
105 6'-0" WALL PANELWCWC
SDT
CLOSET
101A 31'-10"17'-412"
5'-0"
21'-1112"5'-0"7'-912"9'-5"912"FRP
4'high
SECURITY
OFFICE
101
WD-1
WC
attic
access
countertop
wall shelving
wall shelving
SCALE:
2 SECOND FLOOR FINISH PLAN
1/4" = 1'-0"
STAIR
1
OFFICE
203
CORRIDOR
200
BATH
205
COUNTING
ROOM
206
EXISTING
OUTDOOR
DECK
CPT-1
LT-1
T-1
CPT-1
CPT-1
CPT-1
PACKAGING
202
CPT-1
STOR. CLO.
201
CPT-1ACCENT
PAINTACCENTPAINTVAULT
207
ACCENT
PAINT
TWO COLOR
PATTERN
T.B.D.7'-1012"14'-0"2'-1"1'-0"2'-112"3'-0"5'-614"1'-018"JAN.
CLO.
200A
LT-1
BREAK
ROOM
204
LT-1
LT-2
FRP
4'high
WT
WT WT WTWTWT WTWTFINISH SCHEDULE- FIRST FLOOR WALLS: REFER TO 1/I-100 & I-300
ROOM FLOOR BASE
WALLS
CEILING CEILING
HEIGHT REMARKSNORTH:
UP
SOUTH:
DOWN
EAST:
RIGHT
WEST:
LEFT
100 ENTRY VESTIBULE MAT-1 B-3 P-WC P-WC WD-1 8'-9"-
101 SECURITY OFFICE WD-1 B-3 P-P-P-P-ACCE
NT GWB 8'-0"-
101A IT CLOSET SDT-1 B-1 P-P-P-P-ACP 8'-0"-
102 SALES AREA WD-1 B-3 ----GWB/
WD-1 7'-6" - 8'-9"REFER TO FINISH PLAN & I-300,
301, 302 FOR WALL FINISHES
102A POS STATIONS WD-1 B-3 ----GWB/
WD-1 7'-6"REFER TO FINISH PLAN & I-300,
301, 302 FOR WALL FINISHES
103 EXISTING ELECTRICAL
ROOM LT-1 B-1 P-P-P-P-GWB 7-6"-
103A HALL 103A LT-1 B-1 P-P-P-P-ACP 7-6"-
104 HALL WD-1 B-3 P-ACCE
NT P-P-P-GWB 8'-0"-
105 JANITOR CLOSET LT-1 B-1 P-/ FRP P-P-P-/ FRP ACP 8'-0"-
106 ACCESSIBLE RESTROOM T-1 B-4 P-P-P-T-2 GWB 8'-0"T-2 WALL TILE FULL HEIGHT
FINISH SCHEDULE- SECOND FLOOR WALLS: REFER TO 1/I-100 & I-300
ROOM FLOOR BASE
WALLS
CEILING CEILING
HEIGHT REMARKSNORTH:
UP
SOUTH:
DOWN
EAST:
RIGHT
WEST:
LEFT
200 CORRIDOR CPT-1 B-2 P-P-P-P-GWB 7'-9+/-"-
200A JANITOR CLOSET LT-1 B-1 P-/ FRP P-P-/ FRP P-ACP 7'-9+/-"-
201 STORAGE CLOSET CPT-1 B-2 P-P-P-P-ACP 7'-9+/-"-
202 PACKAGING CPT-1 B-2 P-P-P-P-GWB 7'-9+/-"-
203 OFFICE CPT-1 B-2 P-P-P-P-GWB 7'-9+/-"-
204 BATH T-1 B-4 P-P-P-P-GWB 7'-9+/-"-
205 BREAK ROOM LT-1/LT-2 B-1 P-P-P-P-GWB 7'-9+/-"-
206 COUNTING ROOM CPT-1 B-2 P-P-P-P-GWB 7'-9+/-"-
207 VAULT LT-1 B-1 P-P-P-P-GWB 7'-9+/-"-
STAIR 1 STAIR CPT-1 B-2 P-P-P-P-GWB 7'-9+/-"
FINISH PLAN LEGEND
FINISH TAG. SEE I-101 FOR FINISH SPECIFICATIONS
INDICATES FLOORING TRANSITION KEY
FLOORING PATTERN DIRECTION
P-1
1
D
FINISH NOTES
1.REFER TO G-200 & G-201 GENERAL SPECIFICATIONS
2.SPECIFIED FINISHES ARE SUBJECT TO CHANGE PENDING OWNER FINAL REVIEW AND APPROVAL.
3.SHOULD THE INSTALLER FIND ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES OR CONFLICTS ON THE PLANS,
HE SHOULD BRING THE ITEM(S) TO THE ARCHITECT'S ATTENTION FOR DIRECTION BEFORE PROCEEDING WITH ANY WORK
IN QUESTION AND/OR ORDERING MATERIALS.
4.LEVEL ALL FLOORS TO 1/8" IN 10'-0" FLASH-PATCH WITH LEVELASTIC @ TRANSITION
5.ALL GWB SOFFITS & GWB CEILINGS TO RECEIVE NOTED PAINT @ UNDERSIDE, FLAT FINISH
6.REFER TO A-201 & A-202 FOR ACOUSTICAL CEILING PANEL & SUSPENSION SYSTEM SPECIFICATIONS.
7.G.C. TO CAULK ALL EXPANSION JOINTS IN NEW WORK AREAS USING FOAM BACKER RODS, SPRAY EXPANSION FOAM, & CLEAR CAULKING.
EXPANSION JOINTS TO BE CLEARED OF DEBRIS PRIOR TO CAULKING.
8.TILE SUB-CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) FLOOR , WALL TILE & METAL TRIM AS SPECIFIED.
9.UPON RECEIPT FROM THE MANUFACTURER, THE INSTALLER SHALL INSPECT ALL MATERIALS FOR DEFECTS, SHIPPING DAMAGE, CORRECT COLOR AND PATTERN.
DAMAGED OR INCORRECT MATERIALS SHALL BE RETURNED TO THE MANUFACTURER FOR IMMEDIATE REPLACEMENT TO PREVENT DELAYS IN THE
COMPLETION OF THE WORK. THE INSTALLER SHALL INFORM THE ARCHITECT OF ANY DEFECTIVE MATERIALS AND COORDINATE WITH THE MANUFACTURER
FOR AN ACCURATE SHIPPING DATE FOR THE REPLACEMENT MATERIALS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF
LOCATION CHANGES IN DYE LOTS OR COLOR SHIFTS.
10. SHOP DRAWINGS, PAINT DRAW DOWN AND FINISH SAMPLES SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIALS.
11.ALL FINISHES SHALL BE INSTALLED AND/ OR APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S FINISH SPECIFICATIONS AND INSTRUCTIONS,
IN A MANNER CONSISTENT WITH THE HIGHEST QUALITY STANDARDS OF WORKMANSHIP. FINISHES SHALL MEET OR EXCEED ALL APPLICABLE CODE REQUIREMENTS.
12.ALL SURFACES TO BE PAINTED SHALL RECEIVE (1) COAT PRIMER AND A MINIMUM OF (2) FINISH COATS. REFER TO SPECIFICATION DRAWING I-501 SECTION
09900 PAINTS AND COATINGS FOR PAINT FINISHES.
13.DO NOT PAINT PRE-FINISHED ITEMS AND SURFACES (E.G. ANODIZED ALUMINUM, BAKED ENAMEL PANELS, PLASTIC SWITCH PLATES, ETC.), UNLESS OTHERWISE NOTED.
14. ALL REGISTERS, VENTS, GRILLES, DIFFUSERS, ELECTRICAL OUTLET COVERS, AND ACCESS PANELS SHALL BE PRE-FINISHED TO MATCH ADJACENT WALL SURFACES,
UNLESS OTHERWISE NOTED.
15.ALL WALLS SCHEDULED TO RECEIVE PAINT SHALL BE PAINTED CORNER TO CORNER AND FLOOR TO CEILING, UNLESS OTHERWISE NOTED.
16. PROVIDE ADA COMPLIANT MARBLE THRESHOLDS AT ALL TILE FLOORING WHERE FLOORING CHANGE OCCURS. SUBMIT SAMPLES FOR SELECTION BY ARCHITECT.
12.FLOORING CONTRACTOR SHALL COORDINATE DIFFERENT FLOORING MATERIAL THICKNESSES. FINISHED FLOORING MATERIALS SHALL HAVE
SMOOTH GRADUAL TRANSITIONS FROM DIFFERENT MATERIALS. INSTALLER SHALL PROVIDE LEVEL LASTIC UNDERLAYMENT TO RAISE DISSIMILAR
MATERIALS HEIGHTS AS REQUIRED.
13.TILE SUB-CONTRACTOR SHALL PROVIDE AND INSTALL METAL TRIM FOR WALL AND BASE TILE WHERE INDICATED.
14.CERAMIC TILE GROUT JOINTS TO BE 1/8", U.N.O.
15.EPOXY FLOORING- TEK-CRETE URETHANE CEMENT: INSTALLER TO PROVIDE AND INSTALL SCHLUTER METAL TRANSITION
FOR ALL ADJACENT FLOORING TYPES AND HEIGHTS. HEIGHTS MAY VARY.
16.PROVIDE ALLOWANCE FOR THERMOPLASTIC WALL MOUNTED SIGNAGE TO INCLUDE ROOM NAME, NUMBER AND BRAILLE AS REQUIRED
PER 521 CMR AND ADA REGULATIONS. REFER TO SHEET I-500 FOR REQUIRED MOUNTING HEIGHTS.
JSP/AMC
DMG/ AMC
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_I-100 FINISH FLOOR PLANS, SCHEDULES, NOTES, & DETAILS.dwgLast save: Oct 10, 2019 - 2:12pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
I
100
FINISH FLOOR PLANS,
SCHEDULES, NOTES, &
DETAILS
FINISH NOTES
1.SPECIFIED FINISHES PENDING TENANT'S APPROVAL.
2.WHERE EXISTING CONSTRUCTION IS AFFECTED
PATCH/REPAIR SO THAT ALL NEW FINISHES SHALL MATCH,
BLEND AND ALIGN WITH EXISTING ADJACENT SURFACES. THIS
IS TYPICAL FOR ALL SURFACES.
3.PROVIDE FLOORING TRANSITIONS BETWEEN DISSIMILAR
MATERIALS.
4.LEVEL ALL FLOORS TO 1/8" IN 10'-0" FLASH-PATCH WITH
LEVELASTIC @ TRANSITION.
5.G.C. TO REMOVE ANY EXISTING DOOR CLOSERS PRIOR TO
PAINTING AND RE-INSTALL WHEN PAINTING IS COMPLETE.
6.PATCH & REPAIR ALL EXISTING WALLS IN AREAS TO RECEIVE
NEW FINISHES PER SCHEDULE, (TYP.)
7.ALL GWB WALLS ARE TO RECEIVE ONE COAT PRIMER AND
TWO COATS OF FINISH PAINT. COLORS AND FINISH AS
SCHEDULED. SUBMIT PRODUCT DATA AND COLOR CHIPS TO
ARCHITECT.
8.EXISTING METAL CEILING PANELS TO BE SALVAGED AND
STORED FOR DECORATIVE RE-USE. REFER TO I-100 FOR
LOCATIONS. ARCHITECT TO SELECT FOR RE-USE. SELECTED
METAL PANELS TO BE CLEANED AND SEALED PRIOR TO
INSTALLATION.
9.G.C. TO PROVIDE NEW WALL MOUNTED ROOM SIGNS TO
INCLUDE ROOM NAME, NUMBER AND BRAILLE AS REQUIRED
PER 521 CMR AND ADA REGULATIONS. REFER TO SHEET
GC-201 FOR REQUIRED MOUNTING HEIGHTS
10.METAL DOOR AND WINDOW FRAMES TO BE PAINTED
ADJACENT WALL COLOR WITH SEMI-GLOSS FINISH. COLOR
SPECIFIC TAGS NOT SHOWN ON FINISH SPECIFICATION OR
FINISH PLANS.
11.ALL EXISTING SURFACES TO REMAIN SHALL BE P&R AND
FINISHED AS SCHEDULED.
FINISH SPECIFICATION REFER TO I-100 & I-300/ 301 FOR LOCATIONS
TAG MATERIAL MANUF.SIZE/ FINISH STYLE COLOR/ FINISH:CONTACT LOCATION INSTALLATION REMARKS
MAT WALK OFF CARPET TILE MOHAWK 24"x 24"TUFF STUFF II: STEP IN STYLE ll 983 IRON ORE
Katy Coyman-Huntress
katy_coyman-huntress@mohawkind.com
617-901-7734
100 ENTRY VESTIBULE BRICK ASHLAR -
T-1 PORCELAIN TILE - FLOOR CROSSVILLE 12" x 12" x 3/8"BASALT AV294 MAFIC
Lori Bowers
lbowers@crossvilleinc.com
617-947-0057
106 ACCESSIBLE RESTROOM, 205 BATH ASHLAR
PROVIDE FLASH PATCH, LEVELING, MORTAR BED AS
RECOMMENDED BY MANUFACTURER; REFER TO I-102
FOR TILE PATTERNS;
GROUT: MAPEI #47 CHARCOAL
T-2 CERAMIC GLAZED WALL TILE-
ACCENT
GARDEN STATE
TILE 4" x 8"MARZO AZURE
Pamela King
pking@gstile.com
203-434-5547
102 SALES AREA: WALL ACCENTS ASHLAR
CEMENT BOARD BACKER
GROUT: MAPEI #111 HICKORY
1/16" GROUT JOINT
SDT STATIC DISSAPATIVE TILE ARMSTRONG 12"x 12"SDT 51956 FOSSIL GRAY
Jasmine Bulmer
jbulmer@armstrongflooring.com
1-403-463-2601
105 IT CLOSET QUARTER TURN INSTALL -
CPT CARPET - BROADLOOM T.B.D.T.B.D.$25.00SY/ INSTALLED TBD --PREP FLOOR & INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS REFER TO I-100; I-102
LT-1 LINOLEUM COMPOSITION TILE FORBO 13.11" X 13.11" X 0.08"MARMOLEUM 2.0mm MCT TILE 629 EIGER
Matt O'Keefe
matt.okeefe@forbo.com
978-810-1045
103 ELEC. ROOM, 103A HALL, 204 BREAK ROOM,
207 VAULT --
LT-2 LINOLEUM COMPOSITION TILE FORBO 13.11" X 13.11" X 0.08"MARMOLEUM 2.0mm MCT TILE T3233 SHITAKE -204 BREAK ROOM --
WD-1
RECLAIMED WOOD:
TONGUE & GROOVE
PLANK
ELMWOOD 3/4" THICK x 7" WIDE RANDOM
LENGTHS
ANTIQUE OAK;
COMMERCIAL FINISH SINGLE MALT
Brent Kroh
kroh@elmwoodreclaimedtimber.com
816-779-7300
FLOOR: 102, 102A, 104
SEE I-300 FOR ADDITIONAL LOCATIONS -COMMERCIAL GRADE, STANDARD FINISH
WD-2 RECLAIMED WOOD:
PEEL & STICK PLANKS STIKWOOD 3/16" THICK x 5" WIDE.
RANDOM LENGTHS RECLAIMED WEATHERED WOOD RECLAIMED WEATHERED
WOOD
Steve Andrade
steve@stikwood.com
866-226-8354x 2121
SEE I-300, I-302 FOR LOCATIONS
REVIEW MANUFACTURERS INSTALLATION INSTRUCTIONS.
INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS
-
WD-3 RECLAIMED WOOD ELMWOOD 3/8" THICK x 3"-5"W x 2'-8'L
RANDOM WIDTHS & LENGTHS THIN CUT RUSTIC PANELING -
Brent Kroh
kroh@elmwoodreclaimedtimber.com
816-779-7300
CEILINGS WHERE SPECIFIED
REFER TO A-200 $15.00/ SF: MATERIALS ONLY PROVIDE PLANS / ELEVATIONS TO MANUFACTURER FOR
ACCURATE PRICING.
WD-4 RECLAIMED WOOD:
PEEL & STICK PLANKS STIKWOOD 3/16" THICK x 5" WIDE.
RANDOM LENGTHS RECLAIMED WEATHERED WOOD PACIFICA --SEE I-300 FOR LOCATIONS
REVIEW MANUFACTURERS INSTALLATION INSTRUCTIONS.
INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS
-
WD-5 RECLAIMED WOOD:
CABINET ACCENT TRIM ELMWOOD 3/4" THICK x 5" WIDE
SQUARE EDGES ANTIQUE OAK RUSTIC --MILLWORK ACCENT
REFER TO 1-300 FOR LOCATIONS MANUFACTURER TO FINISH SQUARE EDGES PROVIDE MILLWORK PLANS / ELEVATIONS TO
MANUFACTURER FOR ACCURATE PRICING.
WD-6 RECLAIMED WOOD:
EXTERIOR GRADE w/ touch up stain ELMWOOD 3/4" THICK x 7" WIDE ANTIQUE OAK;
EXTERIOR GRADE, COMMERCIAL FINISH SINGLE MALT -REFER TO EXTERIOR ELEVATIONS.
MITERED AT CORNER WOOD WRAP.
MANUFACTURER TO PROVIDE TOUCH UP STAIN FOR CUT
AND MITERED EDGES. OUTSIDE CORNER TO BE MITERED.
EXTERIOR WALL APPLICATION: AIR SPACE REQ'D. REFER
TO EXTERIOR WALL SECTIONS. MANUFACTURER TO
PROVIDE FINISH FOR EXTERIOR APPLICATION.
MTL METAL EDGE TRIM STIKWOOD 4' LENGTHS METAL EDGE TRIM BLACK -ACCESSIBLE BATHROOM 106, BATH 205
REVIEW MANUFACTURERS INSTALLATION INSTRUCTIONS.
INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS
-
B-1 RUBBER BASE- COVE JOHNSONITE 4" ROLL TRADITIONAL RUBBER WALL BASE TBD
Karen Gilligan
karen_gilligan@nfdist.com
508-397-1583
103, 103A, 105, 204, 207 --
B-2 RUBBER BASE - STRAIGHT JOHNSONITE 4" ROLL TRADITIONAL RUBBER WALL BASE TBD -CARPETED AREAS --
B-3 WOOD BASE PAINT GRADE
POPLAR 5"h FLAT STOCK -T.B.D.-THROUGHOUT, U.N.O.--
B-4 CERAMIC TILE BASE WITH
SCHLUTER TRIM CROSSVILLE 4" H x 12"
CUT FROM T-1
BASALT
METAL EDGE AT TOP OF BASE: JOLLY ABGB
BASALT - AV294 MAFIC
METAL EDGE - BRUSHED
ANTIQUE BRONZE
-ENTRANCE VESTIBULE --
SN STAIR NOSING JOHNSONITE 4" ROLL SLIMLINE STAIR NOSING SLN-XX-A -STAIR 1 --
CA CASING PAINT GRADE
POPLAR 3.5" FLAT STOCK -T.B.D.-EXTERIOR WALL WINDOWS;
CASING ONLY: DOORS WHERE NOTED --
WP SALVAGED EXISTING METAL
CEILING- WALL ACCENT EXISTING CEILING ARCHITECT TO SELECT RE-PURPOSED EXISTING TIN CEILING SECTION
FOR WALL ACCENTS EXIST. or TBD -102 SALES REFER TO I-100, I-___ FOR LOCATIONS METAL CEILING SHALL BE CLEANED AND SEALED WITH
PROTECTIVE COATING BEFORE RE-INSTALLING
CONTRACTOR SHALL SALVAGE AND STORE EXISTING
METAL CEILING PIECES. ARCHITECT TO SELECT FOR
WALL ACCENT AREAS.
WC WALL COVERING CHILEWICH 72"MINI BASKETWEAVE PISTACHIO
Lisa Walters
lwalters@watersolutions.com
617-513-6336
100 ENTRY VESTIBULE, 104 HALL --
FRP 4' HIGH
FIBERGLASS REINFORCED PANEL MARLITE 4' x 8' x 3/32"STANDARD FRP SMOOTH FINISH COLOR:
S 490N SMOOTH GRAY -JANITOR CLOSETS SINK WALLS; 4'-0" HIGH PVC TRIM: INSIDE CORNER, DIVISION, EDGE
P-1 PAINT- FIELD SHERWIN
WILLIAMS EGGSHELL PROMAR 200 INTERIOR LATEX TBD
Mark Weiner
mark.t.weiner@sherwinwilliams.com
617-438-1408
OFFICES AND COMMON AREAS, U.N.O.--
P-2 PAINT- FIELD SHERWIN
WILLIAMS EGGSHELL PROMAR 200 INTERIOR LATEX TBD ENTRANCE VESTIBULE AND SALES AREA, U.N.O.--
P-3 PAINT- ACCENT SHERWIN
WILLIAMS EGGSHELL PROMAR 200 INTERIOR LATEX TBD ---
P-4 PAINT- ACCENT SHERWIN
WILLIAMS EGGSHELL PROMAR 200 INTERIOR LATEX TBD ---
P-5 PAINT- CEILING/ SOFFIT SHERWIN
WILLIAMS FLAT PROMAR 200 INTERIOR LATEX TBD GWB CEILINGS/ SOFFITS --
P-6 PAINT- TRIM SHERWIN
WILLIAMS SEMI-GLOSS PROMAR 200 INTERIOR LATEX TBD ---
P-7 PAINT- EXTERIOR SHERWIN
WILLIAMS EGGSHELL PROMAR 200 EXTERIOR LATEX TBD EXISTING VERTICAL SIDING --
P-8 PAINT-TRIM SHERWIN
WILLIAMS SEMI-GLOSS PROMAR 200 INTERIOR LATEX TBD TOE KICK- DISPLAY CABINET
ACP-1 ACOUSTICAL CEILING
PANEL & 9/16" GRID USG, or EQ.2' x 2' x 3/4"MARS ORION 60 SQ
ACOUSTICAL PANEL WHITE
Steve Adelman
SAdelman@usg,org
781-281-5237
REFER TO A-200 FOR LOCATIONS -ACP STYLE SPECIFIED FOR
CURRENT LOCATIONS ONLY LOCATIONS
QS-1 QUARTZ SURFACING WILSONART 63" x 126" x 2cm Q4027L LUCCA --COUNTERS, WHERE SPECIFIED -EASED EDGE
SS-1 SOLID SURFACING WILSONART 1/2"TBD --BATH 205 VANITY TOP & 4" BACKSPLASH -EASED EDGE
PL-1 PLASTIC LAMINATE- VERTICAL
GRADE AROBORITE -CASHMERE FINISH P-331 CA
CHARCOAL CHAMOIS
Kelly Palumbo
kelley.palumbo@arborite.com
978-872-8993
REFER TO I-300,301, 302 FOR LOCATIONS --
PL-2 PLASTIC LAMINATE- VERTICAL
GRADE LAB DESIGNS.4' x 8'TX FINISH PG 040 TX
STEEL MESH
Anne Nicholas
annen@surfacematerials.com
857-488-3148
REFER TO I-300,301, 302 FOR LOCATIONS -PROVIDE 4" BACKSPLASH AT COUNTERS
PL-3 PLASTIC LAMINATE- VERTICAL
GRADE LAB DESIGNS.4' x 8'BARK CUT FINISH PC 223 BC
TEAL OXIDE -REFER TO I-300,301, 302 FOR LOCATIONS --
PL-4 PLASTIC LAMINATE-
HIGH WEAR LAMINATE LAMINART -VELLUM FINISH 9 213-E
SLATE GRAY -SHELVING, WORK COUNTERS.
REFER TO I-100, I-300,301-302 FOR LOCATIONS -PROVIDE 4" BACKSPLASH AT COUNTERS
PULLS METAL PULL RICHELIEU 5 3/16" BRUSHED OIL RUBBED BRONZE TRADITIONAL METAL PULL 2377 --CABINETS --
PULLS METAL PULL RICHELIEU BRUSHED OIL RUBBED BRONZE TRADITIONAL METAL PULL 8233 --DRAWERS --
LOCK CABINET/ DRAWER CAM LOCK -3/4"; OIL RUBBED BRONZE ---DRAWERS -CONFIRM LOCKED CABINET LOCATIONS SHOWN ON
DRAWINGS WITH OWNER
PF PRIVACY FILM 3M OR EQ.-T.B.D. WHITE OPAGUE TBD -FIRST FLOOR EXTERIOR GLAZING --
SIGN INTERIOR SIGNAGE INPRO OR EQ.PVC; 4x 4 (ROOM)
& 6x 4 (ADA & OTHER)
ADA SIGNS WHERE REQ'D; ROOM (9) &
OTHER (3) SELF ADHESIVE
CONTRASTING BACK AND
COPY. COLORS & COPY
T.B.D.
---ADA COMPLIANT. PROVIDE ALL SIGNAGE REQ'D BY CODE.
PROVIDE INSTALLATION.
WT WINDOW TREATMENTS- ROLLER
SHADE
ROLLEASE/
ACMEDA VARIES R SERIES, 3% OPENNESS. SQUARE FASCIA COLOR T.B.D.
Rich Fredericks
Royal Window Treatment
617-512-4549
--2ND FLOOR. TO BE FIELD MEASURED BY VENDOR PRIOR
TO ORDERING
MILLWORK:
·CABINETS: FLUSH OVERLAY P-LAM ON 3/4" MDF
·30"H UPPER CABINETS
·P-LAM ADJUSTABLE INTERIOR SHELVING ON 3/4"
MDF, UPPER & LOWER CABINETS
·EXPOSED/ OPEN CABINETS/ SHELVING AREAS
AT POS STATIONS TO BE P-LAM.
·BLACK MELAMINE CABINET/ DRAWER INTERIOR
·SOFT CLOSE DRAWER HARDWARE
·CABINET & DRAWER PULLS AS SPECIFIED
·CABINET TOE KICKS: P-LAM
·CONCEALED HINGES
·ADA COMPLIANT APPLIED TOE-KICK BY
RICHELIEU AT BREAK ROOM SINK CABINET
·PAINTABLE SILICONE SEALANT AT BACKSPLASH
·PROVIDE BLOCKING/ SHIMS
MILLWORK- MISC:
·DISPENSARY: RECLAIMED BASE CABINET WOOD
ACCENTS
·SHELVING: PLAM; HEAVY DUTY BLACK STANDARDS
AND BRACKETS .
·SHELVING LOCATIONS:
··STORAGE 201
··PACKAGING 202
·HEAVY DUTY RAKKS BRACKETS, PAINTED. COLOR
BY ARCHITECT
·P-LAM ALL SIDES ON 3/4" MDF, U.N.O.
·WORK COUNTERS: PROVIDE GROMMETS AT ALL
DATA LOCATIONS
·POS STATIONS: PROVIDE GROMMETS AT SHELF
UNDER CASH BOXES.
·POS STATIONS: PROVIDE PLAM ADJUSTABLE
INTERIOR & OPEN SHELVING.
·PAINTABLE SILICONE SEALANT AT BACKSPLASH
·PROVIDE COUNTER HEIGHT GFCI OUTLETS AT
BREAK ROOM 204 AND BATH 205.
·APPLIANCE CUT SHEETS ARE TO BE REVIEWED
PRIOR TO FABRICATION
·BREAK ROOM: PROVIDE UNDER CABINET LED
LIGHTING
·G.C. TO COORDINATE REQUIREMENTS &
LOCATIONS FOR CABINET LOCKS WITH OWNER
· QUARTZ/ SOLID SURFACE COUNTERS TO HAVE
EASED EDGE
·INTERIOR WINDOW TRIM: FLAT HEADER, JAMBS,
SILL AND APRON; PAINTED
·FIRST FLOOR INTERIOR DOOR TRIM: FLAT HEADER,
JAMBS, SILL AND APRON; PAINTED, WHERE NOTED
·
JSP/AMC
DMG/ AMC
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_I-100 FINISH FLOOR PLANS, SCHEDULES, NOTES, & DETAILS.dwgLast save: Oct 10, 2019 - 2:12pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
I
101
FINISH
SPECIFICATIONS &
NOTES
ADJACENT
TENANT - (N.I.C.)
ADJACENT
TENANT - (N.I.C.)
1
2
3
4-ADA
ONLINE
PICK-UP?
basement
access
millwork
(bud bar?)
displaydisplaydisplay
FIRST FLOOR FINISH PLAN
ENTRY
VESTIBULE
100
SALES
AREA
102
EXISTING
STORAGE
SHED
(N.I.C.)
HALL
104
STAIR
1MAT
WD-1
WD-1
LT-1
LT-1
POS
STATIONS
102A
WD-1
LT-1
6
T-1
11
3
CPT-1
2
3
ACCESSIBLE
RESTROOM
106
EXISTING
ELEC. RM
103
HALL
103A
JANITOR
CLOSET
105
D
SDT
IT
CLOSET
101A 31'-10"17'-412"
5'-0"
21'-1112"5'-0"7'-912"9'-5"912"3
SECURITY
OFFICE
101
WD-1
attic
access
countertop
wall shelving
wall shelving
STAIR
1
OFFICE
203
CORRIDOR
200
BATH
205
COUNTING
ROOM
206
EXISTING
OUTDOOR
DECK
CPT-1
LT-1
CPT-1
CPT-1
CPT-1
PACKAGING
202
CPT-1
5
5
4
STOR. CLO.
201
CPT-1
VAULT
207
D
TWO COLOR
PATTERN
T.B.D.
D
D
D
D
D
D 7'-1012"14'-0"2'-1"1'-0"2'-112"3'-0"5'-61 4"1'-018"JAN.
CLO.
200A
LT-1
BREAK
ROOM
204
LT-1
LT-2
SCALE:
2 WOOD TO TILE
N.T.S.5/16"PROVIDE ADA COMPLIANT
MARBLE THRESHOLD
1/2" MAX. ,TYP.
TILE
SCALE:
3 VINYL TO WOOD
N.T.S.
WOOD FLOOR
VINYL
3/16"
SCHLUTER VINPRO S
TRANSITION STRIP FOR
RESILIENT FLOORING;
BRONZE FINISH
1/2" PLYWOOD UNDERLAYMENT3/4"SCALE:
5 VINYL TO CARPET
N.T.S.
CARPET
VINYL
1/4"
SCHLUTER VINPRO S
TRANSITION STRIP FOR
RESILIENT FLOORING;
BRONZE FINISH
1/8"
SCALE:
1 CARPET TO WOOD
N.T.S.
SCALE:
4 CARPET TO TILE
N.T.S.5/16"LEVELASTIC OR REDUCER
CARPET
PROVIDE ADA COMPLIANT
MARBLE THRESHOLD
1/2" MAX. ,TYP.
TILE 3/16"LEVELASTIC OR REDUCER
WOOD FLOOR
JOHNSONITE SLIM LINE RUBBER
TRANSITION STRIP
SLT-XX-F
COLOR TO MATCH RUBBER
BASE AS SCHEDULED
WOOD FLOORCARPET 3/4"3/4"JSP/AMC
DMG
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_I-100 FINISH FLOOR PLANS, SCHEDULES, NOTES, & DETAILS.dwgLast save: Oct 10, 2019 - 2:12pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
I
102
FLOOR PATTERNS
SCALE:
1 FLOOR PATTERNS
1/4"=1'-0"
FIRST FLOOR PLAN-
SCALE:
2 FLOOR PATTERNS
1/4"=1'-0"
SECOND FLOOR PLAN-
SCALE:
3 FLOOR ING TRANSITIONS
NTS
ADJACENT
TENANT - (N.I.C.)
1
2
3
4-ADA
ONLINE
PICK-UP?
basement
access
millwork
(bud bar?)
displaydisplaydisplay4
I-300
A
4
I-300
C
2
I-300A
2
I-302 A
3
I-300 A
2
I-302 DC
4
I-300 B
4
I-300D
SALES
AREA
102
EXISTING
ELEC. RM
103
POS
STATIONS
102A
HALL
103A
2
I-302
B
5
I-300
A 11'-11"18'-412"2'-6"
4'-0"
1'-612"
7'-47 8"6'-13 4"3'-2"SALVAGED
METAL
CEILING
6'-0"
T-2
PAINTED
PAINTED-
(ACCENT
COLOR)
WALL TILE
ACCENT: COPPER
PATINA COLOR
SALVAGED CEILING PIECES TO BE
SELECTED BY ARCHITECT.
APPLIED TO FINISHED PTD. GWB.
B-3 ELEVATION A
RECLAIMED WOOD
CEILING ACCENT
22'-03 8"
MONITORS: MENU DISPLAY AREA.
MONITOR SIZE & QUANTITY TO BE
PROVIDED BY OWNER
WD-2/4: SUBSTRATE TO BE PRIMED WITH TINTED
PRIMER. PRIMER MUST BE A NON-SILICONE TYPE OF
PRIMER. PRIMER IS TO DRY AT LEAST 72 HOURS
BEFORE WOOD IS ADHERED.
8'-9"
WD-3
.
7'-6"
U.S. GWB
.
WP
V.I.F.
PROVIDE IN WALL BLOCKING AND
MOUNTING BRACKETS AS REQ'D.
COORDINATE POWER NEEDS TO BE
PROVIDED BY OWNER
CA
CA
TO
CEILING,
V.I.F.
SIM.634"MTL
WOOD TO
WRAP CORNER PROVIDE ALTERNATE PRICING USING WD-3
PAINTED-
(ACCENT
COLOR)
8'-9"
WD-3
.
WD-2
PAINTED
BULLNOSE & WOOD
TRIM, STAINED FINISH,
T.B.D.858"15'-1118"
PAINTED
CA
ELEVATION A
WD-4
WD-2=75%
WD-2/4: SUBSTRATE TO
BE PRIMED WITH TINTED
PRIMER.
PRIMER MUST BE A
NON-SILICONE TYPE OF
PRIMER.
PRIMER IS TO DRY AT
LEAST 72 HOURS BEFORE
WOOD IS ADHERED.
HEMPESTTHE
B-3
PROVIDE ALTERNATE PRICING USING WD-3
RECLAIMED WOOD
CEILING ACCENT
7'-6"
U.S. GWB
.
CA PF
A
PF
A
ELEVATION A & CELEVATION B & D
DISPLAY
CASES
N.I.C.
RECESSED
TOE-KICK,
PTD.
QS-1 QS-1
RECLAMIED
WOOD & P-LAM
CABINET
STORAGE/
DISPLAY
5"5"
2'-6"2'-6"
5"5"
WD-5
TYPICAL
PL-3
PROVIDE
LOCKS, TYP.
RECESSED
TOE-KICK,
PTD.
PL-3
3'-6"2'-6"6'-2"
PROVIDE ADJUSTABLE SHELVING. PL-1
AT CABINET INTERIORS
QUARTZ
COUNTERS:
EASED EDGE,
TYP.
8'-9"
WD-3
.
WOOD TRIM, PAINTED
ELEVATION A
T-2
8'-0"
U.S. GWB SOFFIT
WP
8'-9"
WD-3
B-3
T-2: WRAP
RETURN
PAINTED
SCHLUTER
JOLLY
SCHLUTER
JOLLY
PAINTED
SALVAGED
METAL
CEILING
6'-1112"
JSP
AMC
#DATE REVISION
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_I-300 ENLARGED MILLWORK PLANS & ELEVATIONS.dwgLast save: Oct 10, 2019 - 2:12pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
I
300
ENLARGED MILLWORK
PLANS & ELEVATIONS
SCALE:
1 FIRST FLOOR
1/4"=1'-0"
ENLARGED PLAN-
SCALE:
2 SALES AREA
1/2"=1'-0"
ELEVATIONS-
SCALE:
4 SALES AREA
1/2"=1'-0"
ELEVATIONS-
SCALE:
3 SALES AREA
1/2"=1'-0"
ELEVATIONS-
SCALE:
5 SALES AREA
1/2"=1'-0"
ELEVATIONS-
8'-0"
U.S. GWB CLNG 2'-6"ELEVATION BELEVATION CELEVATION D
101
1
5
I 302
C
B-3
PAINTED
PAINTED
PAINTED
PL-1
PL-1
PAINTED
RAKKS HEAVY
DUTY
BRACKETS,
PTD. TYP.
CA
METAL FRAMES PAINTED TO MATCH
ADJACENT WALL COLOR; COLOR
T.B.D. SEMI-GLOSS FINISH, TYP.,
PF
B-3 B-3B-3
PROVIDE
GROMMETS AT
OUTLET
LOCATIONS,
TYP.
P-LAM
COUNTER &
BACKSPLASH
101A
1
ELEVATION A
CA
CA
display
ENTRY
VESTIBULE
100
SECURITY
OFFICE
101
HALL
104
STAIR
106
RESTROOM
107
IT
CLOSET
105
4
I-301 D
C
B
A
A
2
I-301
A
3
I-301 C
B
A
D7'-912"2'-0"
JAN
CLOSET
105
2
I-303 B
A
D
C 1'-10"1'-6"0'-0"
FIN. FL.
8'-0"
U.S. GWB CLNG
B-3 ELEVATION A
WC-1
PAINTED
METAL FRAMES PAINTED TO MATCH
ADJACENT WALL COLOR; COLOR
T.B.D. SEMI-GLOSS FINISH, TYP.,
CA
CA
100
3100
2
CA
PF
PF
101
1D
PF
B-3
ELEVATION A
100
1
STR1
1
C
ELEVATION BELEVATION CELEVATION D
0'-0"
FIN. FL.
8'-9"
U.S. WOOD PLANK
CEILING
WC-1
PAINTEDPAINTED
METAL FRAMES PAINTED TO MATCH
ADJACENT WALL COLOR; COLOR
T.B.D. SEMI-GLOSS FINISH, TYP.,
METAL FRAMES PAINTED TO MATCH
ADJACENT WALL COLOR; COLOR
T.B.D. SEMI-GLOSS FINISH, TYP.,
PFPF
B-3 B-3
CA CA CA
D
CA
PF
WC
WC
100
2
100
3
PFPF
JSP
AMC
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_I-300 ENLARGED MILLWORK PLANS & ELEVATIONS.dwgLast save: Oct 10, 2019 - 2:12pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
I
301
ENLARGED MILLWORK
PLANS & ELEVATIONS
SCALE:
3 ENTRANCE/ EXIT VESTIBULE
1/2"=1'-0"
ELEVATIONS-
SCALE:
1 FIRST FLOOR
1/4"=1'-0"
ENLARGED PLAN-
SCALE:
2 VESTIBULE/ SECURITY
1/2"=1'-0"
ELEVATIONS-
SCALE:
4 SECURITY OFFICE
1/2"=1'-0"
ELEVATIONS-
PL-2
QS-1
PAINTED
WD-5
WD-5
ELEVATION D ELEVATION C
EQ.
2'-6"2'-6"
B-3
GATE & PANEL:
LATCH & PROVIDE
LOCK; BRUSHED
BRONZE
PL-4 3'-0"4'-55 8"1'-6"434"5"3'-0"HEMPESTTHE
PULLS AS
SPECIFIED;
PROVIDE LOCKS
WHERE SHOWN
TYP.
PROVIDE DATA/
ELEC. OWNER TO
PROVIDE DATA/
ELEC. NEEDS AT
POS STATIONS.
PROVIDE ADJ. SHELF; ALL
CAB. INTERIORS TO BE
BLACK MELAMINE, TYP.
1'-6"1'-55 8"
PL-4: OPEN AREA & ADJ.
SHELVING, TYP.
SIGNAGE/ GRAPHICS
BY TENANT
CASH DRAWER
O.F.C.I.
CASH DRAWER
O.F.C.I.
CASH DRAWER
O.F.C.I.
OPEN
3'-3"
7'-6"
U.S. GWB
.
7'-6"
U.S. GWB
.
PL-1
5"PL-2
CASH DRAWER
O.F.C.I.
PL-2
FINISHED FLAT EDGE BY MFR., TYP.
QUARTZ
COUNTERS:
EASED EDGE,
TYP.
QS-1
PL-2
PL-1
TYP.
PL-2
RETURN
PROVIDE ADJUSTABLE SHELVING. PL-1
AT CABINET INTERIORS, TYP.
PULLS AS SPECIFIED,
TYP.
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
PL-4
P-LAM FILLER,
TYP.
P-LAM FILLER,
TYP.
P-LAM FINISH
END, TYP.
EQ.44" TYP.CA
PL-2 FACE, DRAWERS, DOORS.
PL-1 OPEN INTERIOR, TYP.
MTL
PROVIDE GROMMETS
AT CASH DRAWERS,
TYP.
WD-5 WD-2
QS-1
ELEVATION A
RETURN WD-2 TO
GATE
5'-0"
WD-2: SUBSTRATE TO BE PRIMED WITH TINTED PRIMER.
PRIMER MUST BE A NON-SILICONE TYPE OF PRIMER.
PRIMER IS TO DRY AT LEAST 72 HOURS BEFORE WOOD
IS ADHERED.3'-0"112"ELEVATION B
7'-6"
U.S. GWB
.
WD-2
QS-1
PLAM
GATE 2'-6"3'-0"2'-10"MTL
MTL
7'-6"
U.S. GWB
.
MTL
PL-1
QUARTZ
COUNTERS:
EASED EDGE,
TYP.
PL-2
WD-5: FINISHED
SQUARE EDGE
PROVIDED BY
MANUFACTURER.
WD-2: SUBSTRATE TO BE
PRIMED WITH TINTED
PRIMER.
PRIMER MUST BE A
NON-SILICONE TYPE OF
PRIMER.
PRIMER IS TO DRY AT
LEAST 72 HOURS BEFORE
WOOD IS ADHERED.QS-1
412"PLAM
PANEL
412"412"MTL
B-3
B-3
TENANT - (N.I.C.)
1
2
3
4-ADA
ONLINE
PICK-UP?display4
I-300
C
2
I-300A
2
I-302 A
3
I-300 A
2
I-302 DC
SALES
AREA
102
EXISTING
ELEC. RM
103
POS
STATIONS
102A
HALL
103A
2
I-302
B 11'-11"18'-412"2'-6"
4'-0"
1'-612"
73
CL
6'-11"1'-0"3'-212"4'-8"3'-2"2'-1"4
I302
A
BREAK
ROOM
204
REFDW
U/C LIGHT
3
I200
2
I200
P-LAM FINISHED
PANEL RETURN, TYP.
7'-6"
+/- 7'-9"
U.S. GWB CLNG
ELEVATION A
2'-6"2'-6"
P-LAM COUNTER
& BACKSPLASH
P-LAM
3'-2"
P-LAM
2'-10"
1
I200
4'-6"
PL-4
PL-2
PL-1
PL-4
APPLIANCES, BLACK
FINISH, TYP.
101 4"2'-6"2'-6"
PULLS AS
SPECIFIED, TYP.
countertop
wall shelving
14'-0"2'-1"1'-0"PACKAGING
2022'-6"5
I 302
RAKKS HEAVY
DUTY
BRACKETS,
PTD. TYP.
B-2
PROVIDE
GROMMETS AT
OUTLET
LOCATIONS,
TYP.1'-6"1'-0"PAINTED
202
1
PL-4
P-LAM COUNTER
& BACKSPLASH
PL-4
JSP
AMC
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_I-300 ENLARGED MILLWORK PLANS & ELEVATIONS.dwgLast save: Oct 10, 2019 - 2:12pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
I
302
ENLARGED MILLWORK
PLANS & ELEVATIONS
SCALE:
1 POS COUNTER
1/4"=1'-0"
ENLARGED PLAN-
SCALE:
2 POS COUNTER
1/2"=1'-0"
ELEVATIONS-
SCALE:
3 BREAK ROOM
1/4"=1'-0"
ENLARGED PLAN-
SCALE:
4 BREAK ROOM
1/2"=1'-0"
ELEVATION-
SCALE:
3 PACKAGING
1/4"=1'-0"
ENLARGED PLAN-
SCALE:
4 PACKAGING
1/2"=1'-0"
ELEVATION-
1. G.C. TO PROVIDE AND INSTALL ALL INTERIOR
BUILDING SIGNAGE REQUIRED BY CODE AND AS
SPECIFIED.
2. INSTALL USING DOUBLE FACED TAPE AND SILICONE
ADHESIVE, AS RECOMMENDED BY MANUFACTURER.
3. INSTALL ALL SIGNAGE LEVEL & PLUMB WITH FLOOR
AND WALL.
4. REFER TO A-601 FOR ADA COMPLIANT MOUNTING
HEIGHTS.
5. PROVIDE SIGNAGE SUBMITTAL, SCHEDULE AND
LOCATION PLANS.
6. SIGN COLORS & FONTS TO BE SELECTED BY
ARCHITECT.
7. ROOM NAMES SHOWN ARE FOR DESIGN PURPOSES
ONLY. FINAL ROOM NAMES TO BE REVIEWED, EDITED
AND SIGNED OFF BY CLIENT BEFORE FABRICATION.
NOTES
RESTROOM
SCALE:
2 ACCESSIBLE RESTROOM SIGN
6"=1'-0"
TYPE 28"6"
CODE COMPLIANT
VINYL APPLIED
GRAPHICS
RAISED BRAILLE
LETTERING, TACTILE
SANS SERIF
UPPERCASE TEXT
TO CONTRAST
WITH BACKPLATE.
RAISED POLYMER
LETTERS 5/8" HIGH.
QUANTITIES & COPY SHOWN ARE NOT FINALIZED AND
SUBJECT TO CHANGE.
TYPE 1 = 6
TYPE 2 = 1
TYPE 3 = 1
TYPE 4 = 3
QUANTITIES
ELEC.
SCALE:
4 MECH., ELEC., JAN. & CLOSETS
6"=1'-0"
TYPE 43"6"
RAISED BRAILLE
LETTERING, TACTILE
SANS SERIF UPPERCASE
TEXT TO CONTRAST WITH
BACKPLATE. RAISED
POLYMER LETTERS 5/8"
HIGH.
SCALE:
3 STAIR
6"=1'-0"
TYPE 3
STAIR 18"6"
RAISED BRAILLE
LETTERING, TACTILE
SANS SERIF
UPPERCASE TEXT
TO CONTRAST WITH
BACKPLATE. RAISED
POLYMER LETTERS
5/8" HIGH.
SCALE:
1 SPECIALITY/ SAFETY
6"=1'-0"
TYPE 1-
6"8"BEFORE
ENTERING
RAISED BRAILLE
LETTERING, TACTILE
ACTUAL TEXT T.B.D. &
WILL VARY
SANS SERIF
UPPERCASE TEXT TO
CONTRAST WITH
BACKPLATE. RAISED
POLYMER LETTERS
5/8" HIGH.
SECURITY
WITH
CKECK-IN
TEXT SHOWN FOR
EXAMPLE ONLY.
PLEASERIGID VINYL WITH
SQUARE CORNERS
RIGID VINYL WITH
SQUARE CORNERS
RIGID VINYL WITH
SQUARE CORNERS
RIGID VINYL WITH
SQUARE CORNERS
CODE COMPLIANT
VINYL APPLIED
GRAPHICS
Drawing name: P:\Proj_2019\219001\300_CAD_and_Drawings\Contract_Dwgs\219001_I-500 SIGNAGE.dwgLast save: Oct 10, 2019 - 2:12pmChecked By:
Job Number:
Drawn By:Copyright 2019 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.DRAWING INFORMATION
DRAWING NUMBER
DRAWING TITLE
REVISIONS
ISSUED
SEAL
CONSULTANT
OWNER/CLIENT
ARCHITECT
PROJECT
219001
HEMPEST
DISPENSARY
NORTHEMPTON, LLC.
2 CONZ STREET
NORTHAMPTON, MA
01060
10/10/19 ISSUED FOR BID
I
500
SIGNAGE
JSP
AMC