10 HAWLEY 75% 4-7-20c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:40:29 PM4/3/20ABCOVER SHEETG1.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054HAWLEY STREET TOWNHOUSESMECHANICAL ENGINEERT.J. CONWAY26 Progress Ave. Springfield, MA 01104413.732.5131BUILDINGS A & B -NORTHAMPTON, MASSACHUSETTSDRAWING LISTSHEETNUMBERSHEET NAMEA2.4 BLDG A - HAWLEY STREET ELEVATIONA3.1 BLDG B - BUILDING SECTIONSA4.1 ENLARGED KITCHEN PLANS & ELEVATIONSA4.2 ENLARGED BATHROOM PLANS &ELEVATIONS UNIT TYPES A, D, & EA4.3 ENLARGED BATHROOM PLANS &ELEVATIONS UNITS TYPES B & CA4.4 INTERIOR ELEVATIONS UNIT TYPES A, D, & EFIRST FLOORA4.5 INTERIOR ELEVATIONS UNIT TYPES A, D, & ESECOND FLOORA4.6 INTERIOR ELEVATIONS UNIT TYPES B & CFIRST AND SECOND FLOORSA5.1 STAIR DETAILSA5.2 EXTERIOR DETAILSA5.3 ROOF AND BALCONY DETAILSA5.4 DETAILS AT PARTY WALLA5.5 ROOF DETAILSA5.6 EXTERIOR DETAILSA5.7 EXTERIOR DETAILSA6.1 DOOR & WINDOW SCHEDULESA6.2 SCHEDULES, CONT.A7.0 BLDG A & B - GROUND FLOOR REFLECTED CEILINGPLANA7.1 BLDG A & B - FIRST FLOOR REFLECTED CEILING PLANA7.2 BLDG B - SECOND FLOOR REFLECTED CEILING PLANFP1.0 BUILDING B - FIRE PROTECTION GROUND FLOORPLANFP1.1 BUILDING B - FIRE PROTECTION FIRST FLOOR PLANFP1.2 BUILDING B - FIRE PROTECTION SECOND FLOORPLANH1.0 HVAC GROUND FLOOR PLANH1.1 HVAC FIRST FLOOR PLANH1.2 HVAC SECOND FLOOR PLANDRAWING LISTSHEETNUMBERSHEET NAMEG1.0 COVER SHEETG1.1 CODE REVIEWG1.2 ENERGY REVIEWC0 CIVIL COVER SHEETC-1 LEGEND, ABBREVIATIONS AND GENERAL NOTESC-2 DEMOLITION PLANC-3 LAYOUT AND MATERIALS PLANC-4 ROADWAY ALIGNMENT AND SETBACKS PLANC-5 GRADING AND DRAINAGE PLANC-6 UTILITY PLANC-7 EROSION AND SEDIMENT CONTROL PLANC-8 DETAILSC-9 DETAILSC-10 DETAILSC-11 DETAILSC-12 DETAILSC-13 DETAILSC-14 PLAN OF LANDC-15 PLAN OF LANDC-16 PLAN OF LANDC-17 PLAN OF LANDL-100 PLANTING PLANL-101 TYP. CORRIDOR PLANTINGL-103 TYP. PATIO PLANTINGS1.1 FOUNDATION / GROUND FLOOR PLANS1.2 FOUNDATION / GROUND LEVEL SECTIONSS1.3 TYPICAL FOUNDATION / GROUND LEVEL SECTIONS& DETAILSS2.1 FIRST FLOOR FRAMING PLANS2.2 ENLARGED STAIR FRAMING PLANSS2.3 FIRST FLOOR FRAMING SECTIONSS3.1 SECOND FLOOR FRAMING PLANS3.2 SECOND FLOOR FRAMING SECTIONSS4.1 ROOF FRAMING PLANS5.1 TYPICAL FRAMING DETAILSA0.0 KEY PLANA0.1 KEY ELEVATIONS BUILDINGS A & BA1.0 BLDG B - GROUND FLOOR PLANA1.1 BLDG B - FIRST FLOOR PLANA1.2 BLDG B - SECOND FLOOR PLANA1.4 BLDG A, UNIT TYPE E - WEST UNIT PLANSA1.5 BLDG A & B - ROOF PLANA2.1 BLDG A & B - NORTH ELEVATIONA2.2 BLDG A & B - REAR ELEVATIONA2.3 BLDG A / B - SIDE ELEVATIONSOWNERO'CONNELL DEVELOPMENT GROUP800 Kelly Way Holyoke, MA 01040413.534.0243CONSTRUCTION MANAGERWESTERN BUILDERS73 Pleasant St. Granby, MA 01033413.467.9171CIVIL ENGINEERVHB1 Federal Street, building 103-3N Springfield, MA 01105413.747.7113STRUCTURAL ENGINEERJOHNSON STRUCTURAL ENGINEERING, INC.101 Huntoon Memorial Hwy. Rochale, MA 01543508.892.4884ENERGY CONSULTANTCENTER FOR ECOTECHNOLOGY320 Riversied Dr., Suite 1A Northampton, MA 01062413.586.7350LANDSCAPE ARCHITECTGREYLOCK DESIGN ASSOCIATES4 Lime Kiln Road Lenox, MA 01240413.637.8366Rev. No. Description DateARCHITECTS LIMITED SCOPE OF SERVICESTHE ARCHITECT'S SCOPE OF SERVICES FOR THIS PROJECT IS LIMITED TO THE DESIGN OF THE BUILDING ENVELOPE AND INTERIOR LAYOUT. THIS DRAWING SET ILLUSTRATES A DESIGN WHICH HAS LIMITED FIELD-VERIFICATION. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS INCLUDED IN THIS DOCUMENT. THESE CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, ALL DIMENSIONS, EXISTING CONDITIONS, SITE CONDITIONS, AND ANY EXISTING OR NEW CONFLICTS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS, DISCREPANCIES, OR ERRORS PRIOR TO CONSTRUCTION SO THAT THEY MAY BE RESOLVED.THE OWNER/TENANT HAS CONTRACTED SEPARATELY WITH THE GENERAL CONTRACTOR FOR THE DESIGN OF THE FOLLOWING COMPONENTS OR SYSTEMS, OVER WHICH THE ARCHITECT HAS HAD NO AUTHORITY AND ACCEPTS NO RESPONSIBILITY:• SITE AND CIVIL DESIGN• PLUMBING• FIRE PROTECTION• HEATING, VENTILATING AND AIR CONDITIONING• ELECTRICAL, INCLUDING POWER, EXIT SIGNS, EMERGENCY LIGHTS AND ALARM SYSTEMS.• INTERIOR DESIGN FIXTURES, CABINETS, FINISHES AND FURNITURE.THE OWNER/TENANT AND CONTRACTOR ACKNOWLEDGES THAT THE ARCHITECT WILL HAVE NO DIRECT CONTROL OVER SUCH WORK. DESIGN OF THESE SYSTEMS; COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE BUILDING CODE, ENERGY CODE, ACCESSIBILITY CODES, MECHANICAL, PLUMBING AND ELECTRICAL CODES; AND COORDINATION OF THE WORK WITH OTHER TRADES; AND ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS SHALL BE THE RESPONSIBILITY OF THE DESIGN-BUILD SUBCONTRACTORS AND THE GENERAL CONTRACTOR.GENERAL NOTES:G-1. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC AND SUB CONTRACTORS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS INCLUDED IN THIS DOCUMENT. THESE CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, ALL DIMENSIONS, EXISTING CONDITIONS, SITE CONDITIONS, AND ANY EXISTING OR NEW CONFLICTS. THE GC SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS, DISCREPANCIES, OR ERRORS PRIOR TO CONSTRUCTION SO THAT THEY MAY BE RESOLVED. G-2. ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK COORDINATED BY GENERAL CONTRACTOR (GC).G-3. GC TO COORDINATE THE WORK OF THE SITE CONTRACTOR WITH THE WORK OF ALL OTHER TRADES.MECHANICAL NOTES:M-1. DESIGN OF HVAC SYSTEMS TO BE PROVIDED BY DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.M-2. FINAL LOCATION OF ALL EQUIPMENT TO BE CONFIRMED WITH ARCHITECT AND OWNER PRIOR TO ORDERING EQUIPMENT OR CONSTRUCTION. M-3. LOCATION OF EXTERIOR HVAC EQUIPMENT TO BE CONFIRMED WITH ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.ELECTRICAL NOTES:E-1. DESIGN OF ALL ELECTRICAL AND LIGHTING SYSTEMS TO BE PROVIDED BY THE DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.E-2. ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNER ON ELECTRICAL REQUIREMENTS AND LOCATION OF ALL EQUIPMENT IN BUILDING. EQUIPMENT SHOWN ON THIS DRAWING MAY NOT REFLECT FINAL EQUIPMENT SPECS OR LOCATIONS. ALL EQUIPMENT SPECS TO BE CONFIRMED WITH OWNER PRIOR TO CONSTRUCTION.E-3. SEE SITE PLAN REVIEW (SPR) DRAWINGS AND SPECS BY LANDSCAPE ARCHITECT/CIVIL ENGINEER FOR ALL SITE RELATED ELECTRICAL REQUIREMENTS.E-4. PROVIDE ALL NECESSARY POWER AND SWITCHING TO SITE AND BUILDING.PLUMBING NOTES:P-1. DESIGN OF ALL PLUMBING SYSTEMS TO BE PROVIDED BY THE DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.P-2. ALL PLUMBING FIXTURES SHOWN FOR GENERAL TYPE AND LOCATION ONLY. FINAL PLUMBING FIXTURE SELECTION TO BE REVIEWED AND APPROVED BY OWNER.P-3. SEE SITE AND UTILITY DRAWINGS AND SPECS FOR LOCATION AND DETAILS OF WATER SERVICE, SANITARY SEWER, AND DRAINAGE.P-4. CONFIRM OUTDOOR SPIGOT LOCATION, QUANTITY, AND TYPE WITH OWNER.FIRE PROTECTION NOTES:FP-1. DESIGN OF ALL FIRE PROTECTION SYSTEMS TO BE PROVIDED BY THE DESIGN/BUILD CONTRACTOR. DRAWING AND SUBMISSION REQUIREMENTS TO BE REVIEWED AND CONFIRMED WITH THE BUILDING COMMISSIONER.FP-2. SEE SITE AND UTILITY DRAWINGS AND SPECS FOR LOCATION AND DETAILS OF WATER SERVICE.FP-3. FIRE ALARM NARRATIVE TO BE PROVIDED BY DESIGN/BUILD CONTRACTOR.75% CD SET -APRIL 3, 2020SOUTH RENDERED ELEVATION
BALCONY ABV, TYPGARAGE001CENTRY003CGARAGE101DFLEX SPACE003CFLEX SPACE003DFLEX SPACE006BGARAGE001BENTRY002B??HALL003BFLEX SPACE003AGARAGE001ADINING102CDINING103DKITCHEN102DLIVING ROOM101DLIVING ROOM101CKITCHEN103CW.C.105DLIVING ROOM101BKITCHEN103BDINING102BLIVING ROOM101AKITCHEN102ADINING103ASEPARATION BETWEEN TOWN HOUSES:-1 HOUR FIRE-RESISANCE-RATED, PER R302.2-ACCOUSTICALLY SEPERATED (STC 45), PER APPENDIX K OF 2015 IRC FIRE SEPERATION DISTANCE LINE5' - 1 1/4" PROVIDEDDISTANCE BETWEEN BUILDINGS:- 5'-0" REQUIRED MINIMUM TO FIRE SEPERATION LINE WHERE BUILDINGS ARE CONNECTED -3'-0" REQUIRED MINIMUM TO FIRE SEPERATION LINE WHERE NO CONNECTION EXISTSTEMPORARY ROOF, TO BE REPLACED BY ROOF CONNECTING BUILDINGS IN PHASE 2.5' - 1 1/4"LOW ROOF BUILDING CONNECTIONFIRE SEPERATION DISTANCE LINEM. BEDROOM201DBEDROOM208DBEDROOM208CM.BEDROOM201CM. BEDROOM201BBEDROOM208BBEDROOM208AM. BEDROOM201Ac Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:40:32 PM1/8" = 1'-0"4/3/20ABCODE REVIEWG1.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date1/8" = 1'-0"BLDG B - CODE PLAN - GROUND FLOORD51/8" = 1'-0"BLDG B - CODE PLAN - FIRST FLOORC51/8" = 1'-0"BLDG B - CODE PLAN - SECOND FLOORB5HAWLEY STREET RESIDENTIAL DEVELOPMENTBUILDINGS A AND B10 Hawley Street, Northampton, MABUILDING CODE REVIEW Prepared by Kuhn Riddle ArchitectsUpdated: February 24, 2020DESRIPTION OF WORKThis project is the first phase of a three phase, twenty-three-unit, new construction, wood framed, slab-on-grade townhouse development. Phase 1 consists of eight townhouses grouped into two buildings with four units each. Each 2-Bedroom, 2 ½-bath unit is 3 stories in height with a garage on the ground level.Building Area:Aggregate Area of Buildings, Phase 1 = 17,760 sfBuilding A = 8,880 sfBuilding B = 8,880 sf4 units at 2,220 sf each4 units at 2,220 sf eachNumber of Stories= 3 (maximum allowable is 3 per R101.2) Wall Framing= WoodBuilding Height= 40’-3”Largest Story Height= 10’-4”(maximum allowable is 11’–7”for wood wall framing per R301.3)Sprinklered= YES, in accordance with NFPA 13RAPPLICABALE BUILDING CODE9thEdition of the Residential Code of the Massachusetts Building Code (780 CMR Chapter 51) which adopts the 2015 International Residential Code (2015 IRC) with Massachusetts Amendments. References made to the 2015 IRC are amended with an “R”or “N”before the section number.9thEdition of the Code of the Massachusetts Building Code (780 CMR) which adopts the 2015 International Building Code Amendments(2015 IBC) is applicable in cases where the 2015 IRC lacks coverage for an uncommon aspect of residential construction.NOTE:Architectural Access Board Regulations (521 CMR) are not applicable to this project which consists of townhouses for sale with no public or common facilities. Per chapter 521 CMR 9: Multiple Dwellings, section 9.6 Townhouses, townhouses are exempt from providing group 1 units. Additionally, per chapter 521 CMR 9: Multiple dwellings, section 9.4 Group 2 Dwelling Units, units for sale are not required to provide group 2A units.FIRE RESISTANT CONSTRUCTIONDistance Between Buildings--Buildings are required to be separated by a minimum distance to avoid fire-resistance ratings at exterior walls: Per section 3104.5, when a connection between buildings exists (such as a pedestrian walkway), the distance between the connected buildings is required to be more than 10 feet.Per table R302.2(2), when no connection exists, the distance between buildings is required to be a minimum of 6 feet.Separation Between Townhouses--One-hour separations are required between townhouse units:Per R302.2,“Common walls separating townhouses shall be . . . not less than one–hour fire-resistance-rated wall assembly rested in accordance with ASTM E 119 or UL 263 . . . [and] shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R302.4.”Per 302.2.2, 4’of noncombustible material is required on each side of townhouse unit common walls at underside of roof. “Exceptions: A parapet is not prerequired. . . [where] one layer of 5/8-inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2-inch ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and any openings or penetrations in the roof are not within 4 feet of the common walls.”Garages -garages are required to be separated from dwelling:Per R302.5.1 Opening Protection, provide a 20-minute fire rated door from garages to the dwelling units.Per R302.5.2 Duct Penetration, provide minimum No. 26 gage sheet steel for ducts penetrating the walls or ceilings separatingthe dwelling from the garage. Duct openings into the garage are not allowed.Per R302.5.3 Other Penetrations, seal openings around penetrations with an approved fireblocking material.Per table R302.6, provide minimum ½-inch gypsum board on garage walls and minimum 5/8-inch Type X gypsum board at garage ceiling.Under-Stairs–Spaces under-stairs are required to be protected:Per R302.7, spaces under stairs shall have minimum ½”gypsum board at walls and under-stair surface (ceiling).EGRESSWindows at Bedrooms–shall have an emergency and escape opening:Per R310 all sleeping rooms shall have not less than one operable emergency escape and rescue opening of not less than 5.7 sfwith a minimum dimension of not less than 20”wide and 24”high for other than single and double hung windows which have less stringent requirements. Window sills shall not be higher than 44”above the floor.Egress Route:Per R311.1, a primary egress door and a secondary egress door are required and shall be as remote as possible from each other. Per R311.2, The primary egress door shall not have a clear width of not less than 32”and be a side hinged. The secondary egress door shall have a clear width of not less than 28”, may be sliding, and is permitted to egress through a garage.Per R311.2.1, all doors providing access to habitable rooms shall have minimum nominal width of 30”. Doors to bathrooms may be 28”. Per 311.4, stairs shall comply with section R311.7.Per 311.7, hallways shall be not less than 3 feet wide.AUTOMATIC FIRE SPRINLER SYSTEMPer R313.1 Townhouses are required to have an automatic residential fire sprinkler system. An NFPA 13R system is permitted for a townhouse building with an aggregate area of less than 12,000 square feet.ENERGY EFFICIENCYAs the city of Northampton adopted the stretch energy in 2010, each dwelling unit shall comply with section N1106 of 2015 IRC.Section N1106.1 allows compliance with the energy code to be demonstrated by certification of conformance to the ENERGY STAR Certified Homes, Version 3.1 standard. Per Section N1106.1.2:Prior to issuance of a building permit, the following shall be provided to the building official:A HERS rating based on plans.Prior to issuance of a certificate of occupancy, the following shall be provided to the building official: A copy of the final ENERGY STAR Homes Certificate;A copy of the certified HERS rating; andA copy of the signed ENERGY START Thermal Enclosure System Checklist.SOUND TRANSISSIONPer Appendix K of the 2015 IRC, wall assemblies separating townhouse units shall provide air-born sound insulation meeting a sound transmission class (STC) rating of 45. Penetrations shall be treated to maintain required rating.SOLAR READY CONSTRUCTIONPer Appendix U, Section AU103, a solar ready zone of not less than 300 square feet shall be provided for townhouses that havea roof area of not less than 600 square feet oriented between 110 degrees and 270 degrees of true north. Documentation of roof load,an interconnected pathway from the solar ready zone to the electrical panel, reserved space on the electrical service panel, anda construction documentation certificate shall also be provided.
SITE
9
INTERSTATE
91
5
INTERSTATE
91
9
10
9
No.Drawing Title Latest Issue
C-1
Owner
VHB Project :vhb.comIssued for : Sheet Index
Legend, Abbreviations and General Notes March 9, 2020
C-3 Layout and Materials Plan
No.Drawing Title Latest Issue
1 of 4
Reference Drawings
Plan of Land
C-5 Grading and Drainage Plan
C-6 Utility Plan
C-7 Erosion and Sediment Control Plan
C-8 Details
C-9 Details
C-10 Details
C-11 Details
Planting Plan
Roman Catholic Bishop of Springfield
St. John Cantius
65 Elliott Street
Springfield, MA 01105
Applicant
O'Connell Development Group
800 Kelly Way
Holyoke, MA 01040
Parcel ID:32A-171-001
One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Feet06501300
Site Plans
Issued for
Date Issued
Latest Issue
Hawley Street
Residential
Development
10 Hawley Street
Northampton, MA
Draft Construction
March 9, 2020
March 9, 2020
42540.00 Hawley St. Res. Dev.Draft Construction 3/9/2020March 9, 2020
August 11, 2016
2 of 4 Plan of Land August 11, 2016
3 of 4 Plan of Land August 11, 2016
4 of 4 Plan of Land August 11, 2016C-4 Roadway Alignment and Setbacks Plan
C-12 Details
Kuhn Riddle Architects
Charles Roberts
28 Amity Street
Suite 2B
Amherst, MA 01002
(413) 259-1630
Northeast Survey Consultants
Daniel Stasz
116 Pleasant Street
Suite 302
P.O. Box 109
Easthampton, MA 01027
(413) 203-5144
O'Connell Development Group
Andrew Crystal
800 Kelly Way
Holyoke, MA 01040
(413) 534-0243
Robert Akroyd
4 Lime Kiln Road
Lenox, MA 01240
(413) 637-8366
Greylock Design Associates
Landscape Architecture &
Land Planning
NORTHEAST
SURVEY
CONSULTANTS
L-100
C-2 Demolition Plan
C-13 Details
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
March 9, 2020
SIAMESE CONNECTION
ACCESSIBLE CURB RAMP
ACCESSIBLE PARKING
VAN-ACCESSIBLE PARKING
COMPACT PARKING STALLS
DOUBLE YELLOW LINE
STOP LINE
CROSSWALK
PARKING COUNT
MAJOR CONTOUR
MINOR CONTOUR
STREAM / POND / WATER COURSE
HAY BALES
SILT FENCE
DETENTION BASIN
RETAINING WALL
STOCKADE FENCE
STONE WALL
FENCE
TREE LINE
WIRE FENCE
PATH
WOOD GUARDRAIL
STEEL GUARDRAIL
GUY WIRE & ANCHOR
MATCHLINE
GUY POLE
HAND HOLE
PULL BOX
ELECTRIC MANHOLE
POST INDICATOR VALVE
TRANSFORMER PAD
TELEPHONE MANHOLE
UTILITY POLE
LIGHT POLE
ELECTRIC METER
WATER WELL
GAS GATE
GAS METER
FIRE HYDRANT
WATER METER
EXTRUDED CONCRETE CURB
BUILDING ENTRANCE
BOLLARD
DOUBLE SIGN
DUMPSTER PAD
SIGN
BUILDING
GARAGE DOOR
MONOLITHIC CONCRETE CURB
PRECAST CONC. CURB
LIMIT OF CURB TYPE
SLOPED GRAN. EDGING
SAWCUT
VERT. GRAN. CURB
EDGE OF PAVEMENT
BITUMINOUS CURB
CURB AND GUTTER
CONCRETE CURB
GRAVEL ROAD
BITUMINOUS BERM
WETLAND LINE WITH FLAG
200' RIVERFRONT AREA
TO FLOODING
LIMIT OF DISTURBANCE
WETLAND BUFFER ZONE
NO DISTURB ZONE
FLOODPLAIN
Exist.Prop.
RIGHT-OF-WAY/PROPERTY LINE
CONSTRUCTION LAYOUT
TOWN LINE
ZONING LINE
BASELINE
BUILDING SETBACK
EASEMENT
PROJECT LIMIT LINE
PROPERTY LINE
DOUBLE CATCH BASIN
SEWER MANHOLE
FLARED END SECTION
CURB STOP & BOX
TAPPING SLEEVE, VALVE & BOX
WATER VALVE & BOX
HEADWALL
DRAIN MANHOLE
PLUG OR CAP
TRENCH DRAIN
CLEANOUT
CATCH BASIN
GUTTER INLET
MONITORING WELL
DOMESTIC WATER
FIRE PROTECTION
ELECTRIC
COMMUNICATIONS
FIRE ALARM
TELEPHONE
GAS
ROOF DRAIN
SEWER
OVERHEAD WIRE
WATER
DRAIN
UNDERDRAIN
CONSTRUCTION EXIT
HEAVY DUTY PAVEMENT
CONCRETE
TOP & BOTTOM OF WALL ELEVATION
TOP OF CURB ELEVATION
BORING LOCATION
TEST PIT LOCATION
BOTTOM OF CURB ELEVATION
SPOT ELEVATION
Prop.Exist.
RIPRAP
STEAM
FORCE MAIN
ABAN ABANDON
ACR ACCESSIBLE CURB RAMP
ADJ ADJUST
APPROX APPROXIMATE
BIT BITUMINOUS
BS BOTTOM OF SLOPE
BWLL BROKEN WHITE LANE LINE
CONC CONCRETE
DYCL DOUBLE YELLOW CENTER LINE
EL ELEVATION
ELEV ELEVATION
EX EXISTING
FDN FOUNDATION
FFE FIRST FLOOR ELEVATION
GRAN GRANITE
GTD GRADE TO DRAIN
LA LANDSCAPE AREA
LOD LIMIT OF DISTURBANCE
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
NTS NOT TO SCALE
PERF PERFORATED
PROP PROPOSED
REM REMOVE
RET RETAIN
R&D REMOVE AND DISPOSE
R&R REMOVE AND RESET
SWEL SOLID WHITE EDGE LINE
SWLL SOLID WHITE LANE LINE
TS TOP OF SLOPE
TYP TYPICAL
CB CATCH BASIN
CMP CORRUGATED METAL PIPE
CO CLEANOUT
DCB DOUBLE CATCH BASIN
DMH DRAIN MANHOLE
CIP CAST IRON PIPE
COND CONDUIT
DIP DUCTILE IRON PIPE
FES FLARED END SECTION
FM FORCE MAIN
F&G FRAME AND GRATE
F&C FRAME AND COVER
GI GUTTER INLET
GT GREASE TRAP
HDPE HIGH DENSITY POLYETHYLENE PIPE
HH HANDHOLE
HW HEADWALL
HYD HYDRANT
INV INVERT ELEVATION
I= INVERT ELEVATION
LP LIGHT POLE
MES METAL END SECTION
PIV POST INDICATOR VALVE
PWW PAVED WATER WAY
PVC POLYVINYLCHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
R= RIM ELEVATION
SMH SEWER MANHOLE
TSV TAPPING SLEEVE, VALVE AND BOX
UG UNDERGROUND
UP UTILITY POLE
PARKING SETBACK
SILT SOCK / STRAW WATTLE
Legend Abbreviations
General
Utility
BORDERING LAND SUBJECT
BUILDINGS
General
1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
3.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED
IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND
LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
4.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES
(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 4 INCHES LOAM AND SEED.
5.WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM
EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.
6.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.
WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE
HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
7.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS
AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH
THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT
DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT
APPROPRIATE PERMITS.
8.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
9.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE.
10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
11.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT
NO COST TO OWNER.
14.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES
CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF
CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A
STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS.
CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA.
Utilities
1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED
THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT
GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,
NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT
THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING
CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND
ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT
THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,
INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING
CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS
INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE
OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO
NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR
ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
3.SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH
ELEVATIONS ON THE GRADING AND UTILITY PLANS.
4.RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC
AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND
SHALL BE SET/RESET AS FOLLOWS:
A.PAVEMENTS AND CONCRETE SURFACES: FLUSH
B.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
C.LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE
SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
5.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY
SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY,
THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN
LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.
6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR
POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE
ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY
THE UTILITIES COMPANY.
7.UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:
A.WATER PIPES SHALL BE CEMENT LINED DUCTILE IRON (CLDI)
B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE
C.STORM DRAINAGE PIPES ON SITE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). STORM
DRAINAGE PIPES WITHIN CITY RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE (RCP).
D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE
APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO
BEGINNING WORK.
8.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,
INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL
BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL
FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS
INDICATED ON THE DRAWINGS.
9.CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS
COMPANY'S REQUIREMENTS.
10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY
THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL
MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM
DIAMETER SHALL BE 5 FEET.
Layout and Materials
1.DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF
PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.
2.CURB RADII ARE 2 FEET UNLESS OTHERWISE NOTED.
3.CURBING SHALL BE VERTICAL GRANITE (VGC) WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE
PLANS.
4.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO
THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY
PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
5.PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING
CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.
6.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT
INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO
DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
Demolition
1.CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY
POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF
EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10
FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
2.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH
LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE
CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
REPRESENTATIVES.
3.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE
BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT
OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO
CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR
LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE
WORK.
5.UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER
HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,
DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR
POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF
LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS
MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY
CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO
ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT
INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS
OR OTHER HAZARDOUS MATERIALS.
Erosion Control
1.PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE
AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS
IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
2.CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS
(MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE
CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS
OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT
ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
3.CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT
SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH
SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE
EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED
TO PREVENT EROSION.
5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,
CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT
AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.
Existing Conditions Information
1.THE SURVEY WAS PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED 8-11-16. THE
HORIZONTAL DATUM IS NAD83 (MASS. MAINLAND) AND THE VERTICAL DATUM IS NAVD88.
Document Use
1.THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL
SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR
WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED
USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS
DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
2.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP
DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
Notes
SLIDING DOOR
AD AREA DRAIN
DW DOMESTIC WATER
FP FIRE PROTECTION
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Draft Construction
Not Approved For Construction
March 9, 2020
13
42540.00
Legend, Abbreviations
and General Notes
C-1
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Draft Construction
Not Approved For Construction
March 9, 2020
13
42540.00
Demolition Plan
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Draft Construction
Not Approved For Construction
March 9, 2020
13
42540.00
Layout and Materials Plan
C-3
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R1-1 30"30"
Sign Summary
M.U.T.C.D.
Number
Specification
Desc.Width Height
EG-1 12"18"*
* NOT A STANDARD MUTCD DESIGNATION
12"36"R6-1R
R5-1 30"30"
12"36"R6-1L ONE WAY
ONE WAY
NP-1 24"8"*
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Draft Construction
Not Approved For Construction
March 9, 2020
13
42540.00
Roadway Alignment
and Setbacks Plan
C-4
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Appvd.DateRevisionNo.vhb.comDate
One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Draft Construction
Not Approved For Construction
March 9, 2020
13
42540.00
Grading and Drainage Plan
C-5
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ZONE: CBZONE: URCZONE: CBZONE: URCBRIDGE S
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Draft Construction
Not Approved For Construction
March 9, 2020
13
42540.00
Utility Plan
C-6
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NOTES:
1)ALL UTILITIES TO THE EXISTING CHURCH SHALL BE MAINTAINED.
2)ALL SANITARY SEWER SERVICE CONNECTIONS TO THE BUILDINGS SHALL BE 4" DIAMETER AND HAVE A
MINIMUM SLOPE OF 1%.
3)ALL ROOF LEADERS SHALL BE 4" PVC PIPES.
4)ALL AREA DRAINS SHALL BE 6" PVC PIPES.
5)ALL AREA DRAINS TO HAVE FLUSH GRATE TOPS.
6)THE DOMESTIC WATER SERVICE TO EACH BUILDING SHALL BE 1.5" DIAMETER.
7)THE DOMESTIC WATER SERVICE FOR EACH BUILDING SHALL HAVE A PRESSURE REDUCING VALVE.
8)THE FIRE PROTECTION SERVICE TO EACH FIRE CLOSET SHALL BE 2" DIAMETER.
9)FINAL DESIGN OF THE WATER LINE THROUGH THE SITE AND COORDINATION WITH THE CITY WILL BE
COMPLETED PRIOR TO BUILDING PERMIT.
10)COORDINATE WITH ELECTRIC COMPANY PRIOR TO ANY UTILITY POLE RELOCATIONS OR REMOVALS.
11)CONTRACTOR TO VERIFY DEPTH OF EXISTING WATER LINES IN HAWLEY STREET AND PHILLIPS PLACE AND
PROVIDE ENGINEER WITH INFORMATION TO HELP PREVENT CONFLICTS WITH PROPOSED PIPE CROSSINGS.
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One Federal Street
Building 103-3N
Springfield, MA 01105
413.747.7113
Hawley Street
Residential
Development
10 Hawley Street
Northampton, Massachusetts
Draft Construction
Not Approved For Construction
March 9, 2020
13
42540.00
Erosion and Sedmient
Control Plan
C-7
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ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsDraft ConstructionNot Approved For ConstructionMarch 9, 20201342540.00DetailsC-88Notes:Drain Manhole with Outlet Control (OCS-1)N.T.S.Notes:Drain Manhole with Outlet Control (OCS-2)N.T.S.WATER QUALITY UNIT (WQU)
ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsDraft ConstructionNot Approved For ConstructionMarch 9, 20201342540.00DetailsC-99Cleanout - Paved AreaN.T.S.Source: VHBLD_3031/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND AT END OF LINEWYE CONNECTION FOR IN-LINE12"6"CONCRETE COLLAR6"THREADED PLUGRING & COVERFINISH GRADEAT PAVEMENTCleanout - Landscape AreaN.T.S.Source: VHBLD_3021/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND45° WYE-IN LINE45° EL-END OF LINEDEPTH VARIES
(MAINTAIN MIN. COVER)THREADED SEALED CAPFINISH GRADEREVREV12"COMPACTEDCOMMONFILLSURFACE TREATMENTVARIESSubsurface Recharge Trench System #1N.T.S.Source: VHBLD_1811/1612"PIPE DIA.12"PIPE DIA.2"18" (MIN.)OVERLAPTYPICALPAVEMENTSECTIONFINISHGRADECOMPACTEDCOMMON FILLNATURAL GROUND ORPERVIOUS MATERIALAPPROVED BYGEOTECHNICAL ENGINEER2" WASHEDCRUSHED STONEFILTER FABRICPAVED AREALANDSCAPED AREAREVPERFORATED HIGH DENSITYPOLYETHYLENE (HDPE) PIPE(REFER TO PLAN FOR SIZE,INVERT, AND LOCATION)SIDE STONESHALL BE 6"BETWEEN PIPESBETWEEN PIPESDrain Manhole (DMH)N.T.S.Source: VHBLD_1151/16NOTES1.ALL SECTIONS SHALL BE DESIGNED FORHS-20 LOADING. DIAMETER OF STRUCTURESSHALL BE COORDINATED WITH PIPECONFIGURATIONS.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULL DEPTHOF THE STRUCTURE.3.PROVIDE OPENINGS FOR PIPES WITH 2" MAX.CLEARANCE TO OUTSIDE OF PIPE. MORTARALL PIPE CONNECTIONS.4.JOINT SEALANT BETWEEN PRECAST SECTIONSSHALL BE PREFORMED BUTYL RUBBER.5.DRAIN MANHOLE FRAME AND COVER SHALLBE SET IN FULL MORTAR BED. ADJUST TOGRADE WITH CLAY BRICK AND MORTAR (2BRICK COURSES TYPICALLY, 5 BRICKCOURSES MAXIMUM)DIA.VARIESCOMPACTED SUBGRADECOMPACTED GRAVELCEMENT CONCRETE INVERTSEE NOTE 3.OUTLETSHELF TO BE CONCRETE FORMEDAT SLOPE OF 1" PER FOOT.SEE NOTE 4.SEE NOTE 5.FINISHGRADESTEPS, SEENOTE 2.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB12"(TYP.)8"24" DIA.ACCESS8"ALTERNATE TOP SLAB24" DIA.ACCESS12"8"(MIN.)48" DIA. (MIN.)DIA.VARIES 48" DIA. (MIN.)Sanitary Sewer Manhole (SMH)N.T.S.Source: VHBLD_2001/16(STEEL REINFORCED FOR HS-20 LOADING)NOTES1.STRUCTURES SHALL BE PRECASTCONCRETE, DESIGNED FOR HS-20LOADING.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULLDEPTH OF THE STRUCTURE.3.EXTERIOR SURFACES SHALL BE GIVENTWO COATS OF BITUMINOUS WATER-PROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECASTSECTIONS SHALL BE PREFORMED BUTYLRUBBER.5.STANDARD SEWER MANHOLE FRAMEAND COVER SHALL BE SET IN FULLMORTAR BED. ADJUST TO GRADE WITHSEWER BRICK AND MORTAR (2 BRICKCOURSES TYPICALLY, 5 BRICK COURSESMAXIMUM)COMPACTED SUBGRADECOMPACTED GRAVELSHELF TO BE SEWERBRICK LAID FLAT AT ASLOPE OF 1"/FOOTBRICK CHIP ANDMORTAR OR CEMENTCONCRETE FILLARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICK LAID ASSTRETCHERS AND ON EDGE12"DIA.
VARIES OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVESEE NOTE 4.SEE NOTE 3.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB48" DIA. MANHOLE (MIN.)STEPS, SEENOTE2.SEENOTE 5.FINISHGRADE8"30" DIA.ACCESS8"48" DIA. MANHOLE12"8"30" DIA.ACCESSALTERNATE TOP SLABInterior Drop Sewer Manhole (SMH)N.T.S.Source: VHBLD_2051/16NOTES1.STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING.2.COPOLYMER MANHOLE STEPS SHALL BE INSTALLEDAT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE3.EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OFBITUMINOUS WATERPROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALLBE BUTYL RUBBER.5.SEWER MANHOLE FRAME AND COVER SHALL BE SET INFULL MORTAR BED. ADJUST TO GRADE WITH SEWERBRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5BRICK COURSES MAXIMUM)6.MANHOLE DIAMETER SHALL BE VERIFIED BYCONTRACTOR AND MANUFACTURER BASED ON PIPEGEOMETRICS AND SIZESBRACKET DETAILPIPESTAINLESS STEELBRACKET ANDFASTENERS2" X 18" THICKCOMPACTED SUBGRADECOMPACTED GRAVELBRICK CHIP AND MORTAROR CEMENT CONCRETE FILL90° ELL/BEND12"12" (TYP.)OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVE (TYP.)SEE NOTE 4.ARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICKS LAID ASSTRETCHERS AND ON EDGE.SHELF SHALL BE BRICKLAID FLAT AT A SLOPEOF 1"/FOOTINSTALL DROP WHENINLET TO OUTLETELEVATION EXCEED 2 FEETREMOVABLE CAPSTEPS,SEE NOTE 2.SEE NOTE 5.8"30" DIA.ACCESS8"BASE SECTIONMONOLITHIC RISER SECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB45° ELL/BEND45° WYEBRACKETS SET AT 2' O.C.(SEE DETAIL)INLETSEE NOTE 3.FINISH GRADE12"(TYP.)ALTERNATE TOP SLAB60" DIA. MANHOLE12"8"30" DIA.ACCESS60" DIA. MANHOLE (MIN.)(SEE NOTE 6)
ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsDraft ConstructionNot Approved For ConstructionMarch 9, 20201342540.00DetailsC-1010Bituminous Concrete Pavement SectionsN.T.S.Source: VHBLD_4301/16NOTESPAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THERESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.12" COMPACTED
GRAVEL
COMPACTED SUBGRADE2 12" BITUMINOUS DENSE BINDER COURSE1 12" BITUMINOUS TOP COURSEREVUtility TrenchN.T.S.Source: VHBLD_3001/1611NOTES1.ALL SEWER PIPE WITHIN THE RIGHT-OF-WAY SHALL HAVE3/4" STONE FOR BEDDING TO THE CROWN OF THE PIPE.2.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGHDETENTION BASIN BERMS OR OTHER SUCH SPECIALSECTIONS, PLACE TRENCH BACKFILL WITH MATERIALSSIMILAR TO THE SPECIAL SECTION REQUIREMENTS.3.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.DEPTH VARIES
COMPACTED BEDDINGHAND TAMPED HAUNCHINGWARNING TAPEDEPTH AND SURFACETREATMENT VARIESCOMPACTEDSUBGRADE12"(MIN.)6"
(MIN.)
PIPE
DIA.12"
COMPACTED
BEDDING
5'-0" MAXIMUM VARIES
SAWCUTCOMPACTED GRANULAR FILLCOMMON FILL/ORDINARY BORROWPAVED AREASEE APPLICABLEPAVEMENT SECTIONLANDSCAPED AREAREVHydrant ConstructionN.T.S.Source: VHBLD_25012/182:1NOTES1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTHAS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINTWHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS.2.HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALKPASSAGE WIDTH OF 3 FEET AT HYDRANT.3.A 36-INCH CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THEHYDRANT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION.COMPACTEDSUBGRADECONCRETETHRUST BLOCKCRUSHED STONE(MIN. 12 C.Y.)18"X18"X6"CONCRETE BASE20" (MIN.)UNDISTURBEDEARTH ORCOMPACTEDEMBANKMENTMECHANICALJOINT (TYP.)6"THRUST BLOCK - MIN.BEARING 9 S.F.,DO NOT BLOCK DRAIN.COMPACTEDBACKFILL5' (MIN.)6" DIA. PIPETEE3' TYPICAL (SEE NOTE 2.)(OR TO MUNICIPAL STANDARD)FINISHGRADEPUMPER CONNECTIONTO FACE ROAD.MUNICIPAL STANDARD HYDRANTFACE OF CURBINGGATE VALVE WITHADJUSTABLE RISER,BOX AND COVERPAVEMENTSURFACE1" CLEAR (MIN.)
18"MIN
Corporation/Curb Stop with BoxN.T.S.Source: VHBLD_2561/16NOTES1.INSTALLATIONS SHALL CONFORM WITH MUNICIPAL WATERWORKS SPECIFICATIONS AND STANDARDS.VARIESPIPE DIA.CURBSTOPTYPE 'K' COPPERSERVICE LINECORPORATION STOPWATERMAINCURB BOXSET TO FINISH GRADEVARIES
Concrete Thrust BlockN.T.S.Source: VHBLD_2601/1611NOTES1.PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDEANCHOR RODS AT VERTICAL BENDS AND GATE VALVES.2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.3.CONCRETE SHALL BE 3,000 PSI-TYPE I.22UNDISTURBEDSOILG
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PlanSECTION 1-1PLANSECTION 2-2TEESTABLE OF DIMENSIONSTEESGHIJTEESGHIJ6"X6"X6"12"24"24"18"12"X12"X6"12"24"24"18"8"X8"X6"""""12"X12"X8""""24"8"X8"X8""""24"12"X12"X12""36""36"TABLE OF DIMENSIONSBENDSBCDEFBENDSBCDEF6" 11 14°8"15"12"24"12"6" 45°8"30"12"24"14"6" 22 12°"19"""13"6" 90°"30"""27"8" 11 14°"20"""12"8" 45°"30"""24"8" 22 12°"22"""17"8" 90°"38"""36"12" 11 14°"30"""15"12" 45°"40"""40"12" 22 12°"35"""25"12" 90°"60"""52"UNDISTURBEDSOILBENDSSewer Line InsulationN.T.S.Source: VHBLD_2201/1611NOTESSEWER LINE SHALL BE INSULATED WHEN COVER IS LESS THAN FOUR (4) FEET UNLESSINDICATED OTHERWISE ON PLANS. PROVIDE CONCRETE ENCASEMENT IN VEHICULARAREAS WHEN COVER OVER PIPE INSULATION IS LESS THAN THREE (3) FEET.COMPACTEDSUBGRADESEWER LINESEE PLAN FORPIPE SIZECAST- IN-PLACE3000 PSI CONCRETE(TYPE-I) ENCASEMENT (SEE NOTES)COVER (SEE NOTE)SURFACETREATMENTVARIES2" THICK JACKETPOLYURETHANEINSULATION CUT ANDWIRED IN PLACEAROUND PIPE6"(MIN.)6"(MIN.)6"(MIN.)6"(MIN.)REVNOTES:1.LANDSCAPE DRAINS SHALL BE NYLOPLAST 12" DRAIN BASIN, OR APPROVED EQUAL.2.GRATES SHALL BE NYLOPLAST, 12" DOME GRATE MODEL 1299CGD, OR APPROVED EQUAL AS SHOWN ONPLANS.FLOW24" SUMP(MIN)4"(MIN)4"4"Area Drain (AD)N.T.S.Source: VHBLD_1979/17DOME GRATECONCRETE COLLARLAWNCOMPACTED GRAVELCOMPACTEDSUBGRADEPIPE PER PLANS(REFER TO UTILITYTRENCH DETAIL)MULCH8"8"8"12" MIN12" MINFLUSH GRATELAWNDownspout Rain LeaderN.T.S.Source: VHBLD_1951/16FINISH GRADECOLLECTION PIPE(SIZE PER PLAN)1% MIN. SLOPE45° BENDREDUCER FITTINGAS REQUIREDWYE CONNECTION1'
(MAX.)SCREEN DETAILFASTENERDOWNSPOUTGALVANIZED 14 INCH WIREMESH SCREEN PIPE CAPW/STAINLESS STEEL HOSECLAMP TO SECURE SCREEN
ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsDraft ConstructionNot Approved For ConstructionMarch 9, 20201342540.00DetailsC-1111Accessible Curb Ramp (ACR) Type 'C-D'N.T.S.Source: VHBLD_5021/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBINGIS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAYCROSSINGS.4' (MIN.)AREA OF COLORED SURFACE14" LIP MAX.SEE NOTE 9.EDGE OFACCESSIBLE ROUTEE
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B TRUNCATED DOMES2.35"
(TYP.)*2.35" (TYP.)*0.9"0.2"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERAccessible Curb Ramp (ACR) Type 'M-D'N.T.S.Source: VHBLD_5121/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPSSHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLEIN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAYS.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLEROUTE.L
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B14" LIP MAX.SEE NOTE 9.AREA OF COLORED SURFACETRUNCATED DOMES2.35"
(TYP.)*2.35" (TYP.)*0.9"0.2"2'-0"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERVertical Granite Curb (VGC) TransitionN.T.S.Source: VHBLD_4151/1618" ±4'4"4"6"6'PAVEMENTSURFACESLOPEDGRANITE CURB(4" REVEAL)FLUSH JOINTQUARRY CUTTRANSITIONVERTICAL GRANITE CURBTRANSITION PIECEVERTICAL CURB(6" REVEAL)SCHEMATICPLANELEVATIONFLUSH JOINTSloped Granite Edging (SGE)N.T.S.Source: VHBLD_4011/16SLOPE VARIESCOMPACTED SUBGRADECOMPACTED GRAVEL(112" MAX. STONE SIZE)4000 PSI CEMENTCONCRETETACK COATBIT. CONC. PAVEMENTSLOPED GRANITE EDGINGSURFACETREATMENT VARIES4" REVEAL
(TYP.)12" (MIN.)4"
(MIN.)6"6" (MIN.)6
0
°Vertical Granite Curb (VGC)N.T.S.Source: VHBLD_4023/19SLOPE VARIES6"5"(MIN.)6"6"18"COMPACTEDSUBGRADECOMPACTEDGRAVEL BASE4000 PSI CEMENTCONCRETETACK COATBIT. CONC. PAVEMENT6"
(TYP.)TREATMENT VARIESVERTICAL GRANITE CURB#4 @ 16" BOTH WAYSBITUMINOUSCONCRETEPAVEMENT5000 PSI CEMENTCONCRETE (TYPE II)6"12"
9"COMPACTEDGRAVELCOMPACTEDSUBGRADENotes:SIZE OF CONCRETE ROAD EDGING TO BE AS INDICATED ON PLANS.CONSTRUCTION JOINTS (IF NECESSARY) SHALL BE SPACED NO MORE THAN40 FEET ON CENTER AND SHALL BE EQUALLY SPACED OVER THE LENGTHAND WIDTH OF THE AREA.PROVIDE TOOLED CONTRACTION JOINTS 10'0" O.C. MAX ALONG EDGING.2.1.3.(2"-6" LIFTS)AIR ENTRAINED3"Stamped Concrete Road EdgingN.T.S.REVREVConcrete Sidewalk in Landscape AreaN.T.S.Source: VHBLD_4261/16Section NOTES1.PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITHPRE- FORMED JOINT FILLER.2.PROVIDE TOOLED CONTROL JOINTS AT 6' O.C.3.PROVIDE BROOM FINISH IN DIRECTION PERPENDICULARTO SIDEWALK DIRECTION.NOTE:CONCRETE FOR SIDEWALKS TO BE 4000 PSIAND FOR DRIVEWAYS 5000 PSI. BOTH MIXESTO BE TYPE II,6% (1.5±) AIR ENTRAINED.COMPACTEDSUBGRADE8" COMPACTED GRAVEL(112" MAX STONE SIZE)12"LOAM & SEED SURFACEOR TOP OF SOD MATVARIES12"4" CEMENT CONCRETE(6" THICK IN VEHICULAR AREAS)W.W. MESH(6X6XW1.4XW1.4FLAT SHEETS,CENTER DEPTHREVCOMPACTED SUBGRADE15" GRAVEL BASEGEOTEXTILE SEPARATION FABRIC(MIRAFI 140N OR EQUIVALENT)3" OF 3/4" CRUSHED STONEGravel Area for Fire Truck Back-OutN.T.S.NOTES1.GRAVEL BASE SHOULD BE COMPACTED TO GREATER THAN 95%DRY DENSITY AS DETERMINED BY ASTM D1557.
ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsDraft ConstructionNot Approved For ConstructionMarch 9, 20201342540.00DetailsC-1212Sign Post - Type 'B'N.T.S.Source: VHBLD_7021/16*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLESIGNAGE.*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLESIGNAGE.*
4.0'
2.0'
1.5'
*7' (MIN.)**EARTH INSITUTYPICAL SIGNHOLE DIAMETER 716"SIGN POST ANCHOR(2.0" X 2.0")ANCHOR SLEEVE(2.25" X 2.25")GROUND SURFACESIGN POST(1.75" X 1.75")Bituminous Concrete SidewalkN.T.S.Source: VHBLD_4221/16GRADEFINISHVARIES1.0% (MIN.)1.5% (MAX.)COMPACTED 1.Notes:BOTH SURFACE AND BINDERMATERIAL SHALL BE DENSE MIX8" COMPACTED GRAVEL(112" MAX STONE SIZE)SUBGRADE114" BINDER COURSE114" SURFACE COURSEBITUMINOUS CONCRETE PAVEMENTGRADEFINISHChain Link Fence up to 6'N.T.S.Source: VHBLD_4811/16NOTE1.MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAINLINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL.2.PROVIDE 6" OF CLEARANCE BETWEEN THE BOTTOM OF FABRIC AND FINISHGRADE AROUND BMP IF AN ORDER OF CONDITIONS WAS ISSUED FOR THEPROJECT.10" DIA. @ LINE POSTSOR 1'-4" @ CORNERS,PULL OR END POSTSCONCRETE FOOTING(3000 PSI-TYPE I)FINISH GRADE1" BEVELCORNER, END ORLINE POSTSFENCE FABRICTOP RAILTENSION WIRE3'-6"
3'-0"6"
UP TO 6'-0"1" OR 6"(SEE NOTE 2.)TOP RAILELEVATIONSECTIONTENSION WIRE2" DIAMONDMESH FABRICSELVAGE OF FABRICKNUCKLED TOP & BOTTOMTIE WIRESModular Retaining WallN.T.S.Source: VHBLD_7501/16VARIES1NOTESDETAIL PROVIDED FOR GENERAL INFORMATION ONLY. STAMPEDFINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BYWALL MANUFACTURER BASED ON GEOTECHNICAL ENGINEERSRECOMMENDATIONS.COMPACTEDSUBGRADELEVELING PADUNDERDRAIN(SLOPE TO DRAIN)GRAVELGEOSYNTHETICREINFORCEMENTAPPROXIMATEEXCAVATIONLIMITIMPERVIOUS FILL(MIN.) 12" THICKPROVIDE FENCE WHERE WALLHEIGHT EXCEEDS 4 FEETCAPMODULAR CONCRETEFACING UNITSDETAIL PROVIDED BY CITY OF NORTHAMPTONConcrete Rumble IslandN.T.S.Source: VHBLD_4421/16NOTES1.CORRUGATIONS SHALL RUN TRANSVERSE TO TRAFFIC FLOW.2.EXPANSION JOINTS TO BE PLACED 20 FEET ON CENTER MAX, EACHWAY.3.CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH 5000PSI, 6% (1.5±) AIR ENTRAINED TYPE II CEMENT.12" PREFORMEDEXPANSION JOINTSCONCRETEEXPANSIONJOINT SEALANT12"COMPACTED SUBGRADECOMPACTEDGRAVELBITUMINOUSCONCRETEPAVEMENT6"X6" - 1.4X1.4WELDED WIRE FABRIC1"4 12"4 12"1" RADIUS (TYP.)12"8"EXPANSION JOINT DETAIL6"REVConcrete SidewalkN.T.S.Source: VHBLD_4201/161.0% (MIN.)1.5% (MAX.)NOTES1.PROVIDE EXPANSION JOINTS ATMIN. 30 FT. O.C. WITH PRE-FORMED JOINT FILLER.2.PROVIDE TOOLED CONTROLJOINTS AT 6' O.C.3.PROVIDE BROOM FINISH INDIRECTION PERPENDICULAR TOCURB.CONCRETESIDEWALK12" PREFORMEDEXPANSION JOINTBLDG. FACE,FIXED OBJECT,OR CONC. SIDEWALK SECTIONEXPANSIONJOINTSEALANT12"8" COMPACTED GRAVEL(112" MAX STONE SIZE)COMPACTEDSUBGRADEVARIES6" REVEALCURBFINISHPAVEMENT4" CEMENT CONCRETE(6" THICK IN VEHICULAR AREAS)NOTE:CONCRETE FOR SIDEWALKS TO BE4000 PSI AND FOR DRIVEWAYS5000 PSI. BOTH MIXES TO BE TYPE II,6% (1.5±) AIR ENTRAINED.FINISHGRADESECTIONEXPANSION JOINT DETAILW.W. MESH(6X6W1.4XW1.4)FLAT SHEETS,CENTER DEPTHREV
ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsDraft ConstructionNot Approved For ConstructionMarch 9, 20201342540.00DetailsC-1313Straw Wattle - Erosion Control BarrierN.T.S.Source: VHBLD_6611/16WORKAREAFLOWNOTES1.STRAW WATTLE SHALL BE AS MANUFACTURED BY EARTHSAVER ORAPPROVED EQUAL.2.STRAW WATTLES SHALL OVERLAP A MINIMUM OF 12 INCHES.3.STRAW WATTLE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLYAS NEEDED.4.TEMPORARY STRAW WATTLES TO BE REMOVED BY CONTRACTOR. ALLOTHERS TO REMAIN IN PLACE UNLESS DIRECTED OTHERWISE BY ENGINEER.5.IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BECOLLECTED AND DISPOSED OF OFFSITE.12" (MIN.)
12" (MIN.)TOP OFGROUNDSILT FENCE1 12" X 1 12" X 4' WOOD STAKEOR APPROVED EQUAL4' (MAX.)2" X 2" WOOD STAKE,PLACED 10' O.C.3"-4"STRAW FILLED WATTLE(8"-12" TYP.)PROTECTED AREASiltsack Sediment TrapN.T.S.Source: VHBLD_6741/16FLOWFLOWNOTES1.INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLANBEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE ISPLACED AND HAY BALES HAVE BEEN REMOVED.2.GRATE TO BE PLACED OVER SILTSACK.3.SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMEDPROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEENPERMANENTLY STABILIZEDSECTION VIEWPLAN VIEWEXPANSION RESTRAINTSILTSACKCATCH BASIN GRATE1" REBAR FORBAG REMOVALCATCH BASIN GRATESILTSACKStabilized Construction ExitN.T.S.Source: VHBLD_6821/163'5:1NOTES1.EXIT WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOTLESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESSOCCURS.2.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLICRIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ORCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALLSEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BEPERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BEPROVIDED AS NEEDED.3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINALFINISH MATERIALS BEING INSTALLED.PLAN VIEWCROSS-SECTION1 12" CRUSHED STONEFILTERFABRICMOUNTABLE BERMEXISTINGPAVEMENT50' (MIN.)SITE8" (MIN.)25'
(MIN.)
10'10'EXISTINGPAVEMENT10' (MIN.)50' (MIN.)SITETree Protection FenceN.T.S.Source: VHBLD_6101/16NOTES1.INSTALL TREE PROTECTION FENCE AT EXISTING TREES TO REMAIN AS SHOWN ON THE PLANS.2.INSTALL WOODEN SLATS ENCIRCLING THE TREE TRUNK. SECURE SLATS WITH WIRE TIES.(3) EQUALLYSPACED TIES (TYP.)ORANGE PLASTICWEB FENCE (TYP.)1"X1"X6'POST (TYP.)8'-0"MAX. O.C.4'-0" (TYP.)TREE TRUNKDRIP LINEPLANELEVATIONErosion Control Blanket Slope InstallationN.T.S.Source: VHBLD_6801/16NO. 11 GAUGE WIRETYPICAL STAPLESNOTES1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6"DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING.2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW.3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2OR MORE STRIP WIDTHS ARE REQUIRED.4.WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE UPPER BLANKET ENDOVER LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER.5.METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1.6"1 12"1 12"10"6" LOAM & SEEDSTAPLE 12"ON CENTER6" OVERLAP(MIN.)4"OVERLAP(MIN.)6"STAPLES 12"ON CENTERSTAPLES 12"ON CENTERREVREVLight Pole Foundation Detail (Up to 15' Pole)N.T.S.Source: VHBLD_310A1/16NOTESLIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGEBASED ON FINAL POLE AND FIXTURE SELECTION ANDGEOTECHNICAL SITE INVESTIGATION.BOLT LAYOUT& MOUNTINGPROCEDURE ASPER MFG. SPECS#5 REBAR#3 REBARCONDUIT AND GROUND RODCONNECT TO INSIDE METAL POLESEE ELECTRICAL PLAN FOR SIZE5,000 PSI CONCRETE,TYPE II CEMENT2'-0" (MIN.)COMPACTED ORUNDISTURBEDSUBGRADESECTIONPLAN 2" TYP. COVERFINISH GRADE (MATERIALS VARY)4-#5 VERTICAL-EQ. SPACED#3 HORIZONTAL TIES @ 12" C.C.LIGHT POLES BASESIN PARKING LOT TOBE PAINTED YELLOW1" CHAMFERLIGHT POLE & ANCHORINGSYSTEM BY MFG.2" COVERON REBAR4'-0"2'-6" WITHIN VEHICLE AREAS0'-6" IN LANDSCAPE AREAS24"(MIN.)PROVIDE BASE COVERAS FURNISHEDBY POLE MFG.
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T NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144PLAN OF LAND INNORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORNEW ENGLAND URBAN SENIOR LIVING1 4EXISTINGCONDITIONS21
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E NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144PLAN OF LAND INNORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORNEW ENGLAND URBAN SENIOR LIVING2 4EXISTINGCONDITIONS21
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NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144PLAN OF LAND INNORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORNEW ENGLAND URBAN SENIOR LIVING3 4EXISTINGCONDITIONS21
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NORTHEAST
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CONSULTANTS
116 PLEASANT ST. SUITE 302
P.O. BOX 109
EASTHAMPTON, MA 01027
(413) 203-5144
PLAN OF LAND IN
NORTHAMPTON, MA
HAMPSHIRE REGISTRY
PREPARED FOR
NEW ENGLAND URBAN SENIOR LIVING
4
4
EXISTING
CONDITIONS
2 1
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FOUNDATION/GROUND FLOOR PLAN (BUILDING B)
SCALE: 1/4" = 1'-0"
NOTES :
1.)COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT.
2.)T.O.W. INDICATES TOP OF WALL.
3.)T.O. SHELF INDICATES TOP OF SHELF.
4.)T.O.P. INDICATES TOP OF PIER.
5.)B.O.F. INDICATES BOTTOM OF FOOTING.
6.)(P#) INDICATES PIER REFERENCE.
7.)(BP-#) INDICATES BASE PLATE REFERENCE.
8.)C.J. INDICATES CONTROL JOINT.
9.)ALL WOOD COLUMNS TO BEAR ON (2) 2x (P.T.) SILL PLATES.
10.)HAUNCHED FOOTINGS ARE REQUIRED BELOW ALL INTERIOR WOOD
STUD BEARING WALLS AND SHEAR WALLS.
11.) INDICATES THE LOCATION OF SIMPSON HOLD-DOWNS AT THE END
OF SHEAR WALLS (SEE SHEAR WALL SCHEDULE FOR ADDITIONAL
INFORMATION).
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
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31
2"
T.O.SHELF EL. = -0'-6"612"T.O.W. EL. = 0'-0"2'-0"B.O.F. EL. = -5'-6"312"T.O.SHELF EL. = -0'-6"2'-0"B.O.F. EL. = -4'-6"61
2"
T.O.W. EL. = 2'-0"
2'-0"
B.O.F. EL. = -3'-6"
31
2"
T.O.SHELF EL. = 1'-10"
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = -0'-5" @ H.P.;
FIN. FL. EL. = -0'-7" @ L.P.)SLOPECJ CJCJ
612"T.O.W. EL. = 1'-0"2'-0"B.O.F. EL. = -4'-6"312"T.O.SHELF EL. = 0'-10"612"T.O.W. EL. = 1'-0"2'-0"B.O.F. EL. = -4'-6"312"T.O.SHELF EL. = 0'-10"612"T.O.W. EL. = 2'-0"2'-0"B.O.F. EL. = -3'-6"312"T.O.SHELF EL. = 1'-10"612"T.O.W. EL. = 1'-0"2'-0"B.O.F. EL. = -4'-6"2'-0"B.O.F. EL. = -3'-6"HAUNCHED
FOOTING (TYP.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH. LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH. LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH. LIFT MFR.)
DEPRESS FLOOR 3" FOR
LIFT (COORD. DEPTH &
SIZE OF DEPRESSION
W/ ARCH. LIFT MFR.)STEP B.O.F.STEP B.O.F.2'-0"B.O.F. EL. = -5'-6"STEP B.O.F.STEP B.O.F.1A
S1.2
1B
S1.2
1C
S1.2
2A
S1.2 2B
S1.2
2C
S1.2
6
S1.2
4A
S1.2
5
S1.2
4B
S1.2
7
S1.2
8
S1.2
9B
S1.2
9B
S1.2
9A
S1.2
9C
S1.2
10B
S1.2
1C
S1.2
1A
S1.2
11B
S1.2
12C
S1.2
2A
S1.2
1'-11
2"1'-11
2"
1'-11
2"1'-11
2"
2'-6"
B.O.F. EL. = -1'-11"
2'-6"
B.O.F. EL. = -1'-11"
2'-6"
B.O.F. EL. = -1'-11"
1'-0"
T.O.W. EL. = 1'-0"
1'-0"
T.O.W. EL. = 2'-0"
1'-0"
T.O.W. EL. = 1'-0"
12A
S1.2
10B
S1.2
11B
S1.2 SLOPESLOPESLOPE1B
S1.2
STEP T.O.W.
STEP T.O.W.
STEP T.O.W.
2B
S1.2
2C
S1.2
STEP T.O.W.
STEP T.O.W.312"T.O.SHELF EL. = 0'-10"612"312"T.O.SHELF EL. = 0'-10"T.O.W. EL. = 1'-0"STEP T.O.W.
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = 0'-7" @ H.P.;
FIN. FL. EL. = 0'-5" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = 0'-7" @ H.P.;
FIN. FL. EL. = 0'-5" @ L.P.)
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = 1'-7" @ H.P.;
FIN. FL. EL. = 1'-5" @ L.P.)CJCJ CJCJ
CJCJCJ
CJ CJ
CJ
CJCJ CJ
CJCJCJ CJCJCJ
CJCJCJCJ
CJ4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = 0'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = 1'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = 1'-0")
4" CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9
W.W.F. (OPTIONAL)
(FIN. FL. EL. = 2'-0")
11A
S1.2
10A
S1.2
3B
S1.2
3C
S1.2
11C
S1.2
10C
S1.2
12B
S1.2
12B
S1.2
12B
S1.2
12B
S1.2 CJOPP.
20'-81
2"35'-7"20'-81
2"2'-0"2'-0"2'-0"2'-0"38'-1"40'-0"13'-10"4'-2"22'-0"STEP SHELF
STEP SHELF
13'-10"4'-2"22'-0"STEP SHELF
STEP SHELF 40'-0"HAUNCHED
FOOTING
HAUNCHED
FOOTING
HAUNCHED
FOOTING
HAUNCHED
FOOTING
(3) 2x4 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x4 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
6x6 (P.T.) WOOD
COLUMN (TYP.)
10"Ø CONC. FILLED SONOTUBE
W/ 2'-0"Ø BELL FTG REINF. W/
(1) VERT. #6 W/ 8" HOOK
(T.O.P. EL. = 0'-8" ABOVE GRADE)
(B.O.F. EL. = -4'-0" MIN. BELOW GRADE)
- TYP.
12'-01
2"7'-11
2"3'-734"3'-734"12'-01
4"12'-01
4"7'-11
2"12'-01
2"7'-33
4"7'-33
4"3'-734"5-1/4x5-1/4
PSL COLUMN
5-1/4x5-1/4
PSL COLUMN
(4) 2x4 COL.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S1.1
FOUNDATION/GROUND
LEVEL PLAN (BUILDING B)
(3) #5's CONT.
7"10"1'-0"2'-0"
B.O.F. EL.
= -5'-6" @ 1A
= -4'-6" @ 1B
= -3'-6" @ 1C
FIN. FL. EL.
= 0'-0" @ 1A
= 1'-0" @ 1B
= 2'-0" @ 1C
61
2"31
2"
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
2x6 @ 12" o.c. OR 16" o.c. VARIES (SEE PLAN)
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
T.O.W. EL.
= 0'-0" @ 1A
= 1'-0" @ 1B
= 2'-0" @ 1C
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
7"
#4 @ 2'-0" o.c. E.W.
SECTION
SCALE: = 1'-0"
1A
S1.1 3/4"
T.O.SHELF EL.
= -0'-6" @ 1A
= 0'-10" @ 1B
= 1'-10" @ 1C
4'-0" MIN.(2) #5's CONT. T&B
(P.T.) 2x6 SILL PL. W/ (1) 3/4"Ø ANCHOR BOLT
(12" EMBED. + 3" HOOK) @ 4'-0" o.c. U.O.N. IN
SHEAR WALL SCH.
1B
S1.1
1C
S1.1
(P.T.) 2x8 SILL PL. CUT TO 7" WIDE
7"
SECTION
SCALE: = 1'-0"
2
S1.1 3/4"
(3) #5's CONT.
7"10"1'-0"2'-0"
FIN. FL. EL.
= 0'-0" @ 2A
= 1'-0" @ 2B
= 2'-0" @ 2C
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
7"
#4 @ 2'-0" o.c. E.W.4'-0" MIN.(2) #5's CONT. T&B
#4 BENT DOWEL
(24"x24") @ 12" o.c.
T.O.W. EL.
= -0'-8" @ 2A
= 0'-4" @ 2B
= 1'-4" @ 2C
DOOR OPENING
2B
S1.1
2C
S1.1
B.O.F. EL.
= -5'-6" @ 2A
= -4'-6" @ 2B
= -3'-6" @ 2C
SECTION
SCALE: = 1'-0"
3B
S1.1 3/4"
3C
S1.1
(3) #5's CONT.
6"1'-11
2"1'-0"2'-11
2"
B.O.F. EL.
= -4'-6" @ 3B
= -3'-6" @ 3C
FIN. FL. EL.
= 1'-0" @ 3B
= 2'-0" @ 3C
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
2x4 @ 16" o.c.
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
T.O.W. EL.
= 1'-0" @ 3B
= 2'-0" @ 3C
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
6"
#4 @ 2'-0" o.c. E.W.4'-0" MIN.(2) #5's CONT. T&B
CONT. (2) 2x4 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
SECTION
SCALE: = 1'-0"
4A
S1.1 3/4"
(3) #5's CONT.
9"1'-0"1'-0"2'-6"
B.O.F. EL.
= -1'-11" @ 4A & 4B
FIN. FL. EL.
= 1'-0" @ 4A
= 2'-0" @ 4B
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= 0'-0" @ 4A
= 1'-0" @ 4B
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
9"
#4 @ 2'-0" o.c. E.W.
(2) #5's CONT. T&B
CONT. (2) 2x6 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
OPTIONAL)
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
4B
S1.1
SECTION
SCALE: = 1'-0"
5
S1.1 3/4"
(3) #5's CONT.
9"1'-0"1'-0"2'-6"
B.O.F. EL.
= -1'-11"
FIN. FL. EL.
= 1'-0"
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= 1'-0"
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
9"
#4 @ 2'-0" o.c. E.W.
(2) #5's CONT. T&B
CONT. (2) 2x6 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
OPTIONAL)
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
(3) #5's CONT.
9"1'-0"1'-0"2'-6"
B.O.F. EL.
= -1'-11"
FIN. FL. EL.
= 1'-0"
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= SLOPES
(-0'-5" @ H.P.)
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
9"
#4 @ 2'-0" o.c. E.W.
(2) #5's CONT. T&B
CONT. (2) 2x6 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
OPTIONAL)
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
SECTION
SCALE: = 1'-0"
6
S1.1 3/4"
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
SECTION
SCALE: = 1'-0"
7
S1.1 3/4"
(3) #5's CONT.
9"1'-0"1'-0"2'-6"
B.O.F. EL.
= -1'-11"
FIN. FL. EL.
= SLOPES
(0'-7" @ H.P.)
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= SLOPES
(0'-7" @ H.P.)
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
9"
#4 @ 2'-0" o.c. E.W.
(2) #5's CONT. T&B
CONT. (2) 2x6 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
OPTIONAL)
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
SECTION
SCALE: = 1'-0"
8
S1.1 3/4"
(3) #5's CONT.
9"1'-0"1'-0"2'-6"
B.O.F. EL.
= -1'-11"
FIN. FL. EL.
= SLOPES
(1'-7" @ H.P.)
VAPOR BARRIER
8" MIN. COMPACTED
STRUCTURAL FILL
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (OPTIONAL)
2x4 @ 16" o.c. (TYP.)
FIN. FL. EL.
= 1'-0"
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
9"
#4 @ 2'-0" o.c. E.W.
(2) #5's CONT. T&B
CONT. (2) 2x6 (P.T.) NAILER ATTACHED W/ (1)
3/4"Ø ANCHOR BOLT (12" EMBED. + 3" HOOK)
@ 4'-0" o.c. U.O.N. IN SHEAR WALL SCH. (TYP.)
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
OPTIONAL)
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(OPTIONAL)
6"
MIN.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(OPTIONAL)
FIN. FL. EL.
= 0'-0" @ 9A
= 1'-0" @ 9B
= 2'-0" @ 9C
8"
FIN. FL. EL.
= SLOPES
(-0'-5" @ H.P. @ 9A)
(0'-7" @ H.P. @ 9B)
(1'-7" @ H.P. @ 9C)
CONT. #4 T&B
#4 BENT DOWEL @ 12" o.c.
VAPOR BARRIER (TYP.)
RIGID INSULATION
(COORD. W/ ARCH.) - TYP.
8" MIN. COMPACTED
STRUCTURAL FILL
SECTION
SCALE: = 1'-0"
9A
S1.1 3/4"
2'-0"
2'-0"
9B
S1.1
9C
S1.1
SLOPE
SECTION
SCALE: = 1'-0"
10A
S1.1 3/4"
2x6 @ 16" o.c. BEARING WALL
CONT. (2) 2x6 NAILER
FIN. FL. EL.
= -0'-3" @ 10A
= 0'-9" @ 10B
= 1'-9" @ 10C
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
51
2"
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(OPTIONAL)
T.O.W. EL.
= 0'-0" @ 10A
= 1'-0" @ 10B
= 2'-0" @ 10C
RIGID INSULATION
(COORD. W/ ARCH.)
2'-0"
#4 BENT DOWEL @ 12" o.c.
CONT. #4 T&B
8"
6"
MIN.
FIN. FL. EL.
= 0'-0" @ 10A
= 1'-0" @ 10B
= 2'-0" @ 10C
10B
S1.1
10C
S1.1
2x6 @ 16" o.c. BEARING WALL
CONT. (2) 2x6 NAILER
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
51
2"8"
6"
MIN.
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(OPTIONAL)
FIN. FL. EL.
= SLOPES
(-0'-5" @ H.P. @ 11A)
(0'-7" @ H.P. @ 11B)
(1'-7" @ H.P. @ 11C)
RIGID INSULATION
(COORD. W/ ARCH.)
2'-0"
#4 BENT DOWEL @ 12" o.c.CONT. #4 T&B
SECTION
SCALE: = 1'-0"
11A
S1.1 3/4"
11B
S1.1
11C
S1.1
FIN. FL. EL.
= -0'-3" @ 11A
= 0'-9" @ 11B
= 1'-9" @ 11C
T.O.W. EL.
= 0'-0" @ 11A
= 1'-0" @ 11B
= 2'-0" @ 11C
SECTION
SCALE: = 1'-0"
12A
S1.1 3/4"
2x6 @ 16" o.c.
CONT. (2) 2x6 NAILER
8" MIN. COMPACTED
STRUCTURAL FILL
VAPOR BARRIER
51
2"
4" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(OPTIONAL)
RIGID INSULATION
(COORD. W/ ARCH.)
2'-0"
#4 BENT DOWEL @ 12" o.c.
CONT. #4 T&B
8"
6"
MIN.
FIN. FL. EL.
= 0'-0" @ 12A
= 1'-0" @ 12B
= 2'-0" @ 12C
12B
S1.1
12C
S1.1
FIN. FL. EL.
= -0'-3" @ 12A
= 0'-9" @ 12B
= 1'-9" @ 12C
T.O.W. EL.
= 0'-0" @ 12A
= 1'-0" @ 12B
= 2'-0" @ 12C
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S1.2
FOUNDATION/GROUND
LEVEL SECTIONS (BUILDING B)
SCALE: 1/2" = 1'-0"
1'-0"
TYP.
MIN. TYP.
2'-0"1'-0"1'-0"1'-0"2'-0"
MIN. TYP.MIN. TYP.
2'-0"1'-0"1'-0"1'-0"2'-0"
MIN. TYP.
1'-0"
TYP.
SEE SECTIONS
FOR REINF.
TYPICAL STEP FOOTING DETAIL
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH
OR UNSUITABLE SOILS
(2) #6 ADDED
EACH WAY
SCALE: N.T.S.
WALL ABOVE
(2) #5 AROUND OPENING
SEE SECTIONS FOR WALL
REINFORCEMENT
8"1'-0"
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH
OR UNSUITABLE SOILS PIPE SLEEVES OR OPENING
SEE MECHANICAL & ELECT.
DWG'S FOR LOCATION
NOTE :
THE LOCATION OF THIS DETAIL (IF REQ'D) IS NOT SHOWN ON THE FOUNDATION PLAN.
CONTRACTOR TO COORDINATE WITH SUBCONTRACTORS INVOLVED TO DETERMINE
LOCATIONS AND GRADES OF LINES. FAILURE TO CONFORM WITH THIS DETAIL WILL BE
SUFFICIENT CAUSE FOR REMOVAL OF CONCRETE FOR PROPER INSTALLATION AS DETAILED
ABOVE. THE INSTALLATION OF CONDUIT, ETC., BELOW FOOTINGS WILL NOT BE ALLOWED.
TYPICAL DETAIL @ LOWERED FOOTING FOR
PIPE SLEEVES & OPENINGS IN FOUNDATION WALL
SEE
SECTIONS
FOR REINF.
4" SLAB
VAPOR BARRIER
1-1/2" MIN. SAWCUT (FILL GROOVE
W/ EXPANDABLE/FLEXIBLE
METZGER MCGUIRE MM-80 GROUT)
8" MIN. COMPACTED
STRUCTURAL FILL RIGID INSULATION
(COORD. W/ ARCH.)
TYPICAL SAWCUT CONSTRUCTION
JOINT DETAIL (C.J.)
NOT TO SCALE
TYPICAL
REINF.T/3TT/3T/3T/6
TYPICAL CONSTRUCTION JOINT
AT CONCRETE WALLS DETAIL
NOT TO SCALE
HORIZONTAL BARS
SPLICE LENGTH
SPLICE LENGTH
SPLICE LENGTH(TYPICAL)
LAP OUTSIDE BARS OR PROVIDE
CORNER BARS AS SHOWN
STANDARD HOOK
0"U BARS AT OPENING
AND ENDS OF WALLS
TYPICAL PLAN OF HORIZONTAL REINFORCEMENT
AT CORNERS OF CONCRETE WALLS DETAIL
NOT TO SCALE
(INCHES)
(BARS OTHER THAN
MINIMUM REINFORCING STEEL
SPLICE LENGTHS SCHEDULE
SPLICE LENGTH
#8
#10
#9
#7
#6
62
79
70
54
37
#5
#4
BAR SIZE
#3
31
25
CLASS B
TOP BARS)
19
81
103
91
70
48
40
33
TOP BARS
25
NOTE:
IF THE CLEAR SPACING BETWEEN BARS IS LESS THAN 3 BAR
DIAMETERS OF IF THE COVER IS LESS THAN 2 BAR DIAMETERS,
INCREASE THE SPLICE LENGTH BY 50%.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S1.3
TYPICAL FOUNDATION/GROUND
LEVEL SECTIONS & DETAILS
(BUILDING B)
FIRST FLOOR FRAMING PLAN (BUILDING B)
SCALE: 1/4" = 1'-0"
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"18'-11"18'-11"19'-7"
77'-0"
B C D E
2
1
3
4 14" WOOD TRUSS @ 16" o.c.14" WOOD GIRDER
14" WOOD TRUSS@ 16" o.c.14" WOOD TRUSS @ 16" o.c.CONT. 1-3/4x14" LVL
JOIST HANGER 2x8 @ 16" o.c.CONNECTION
(GIRDER MFR.)
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 11-'4")14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
ADD'L TRUSS
(2) 1-3/4x14" LVL
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 10'-4")
14" WOOD GIRDER
14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
ADD'L TRUSS
14" WOOD GIRDER2x8 @ 16" o.c.CONT. 1-3/4x14" LVL
14" WOOD GIRDER
(3) 2x4
COLUMN14" WOOD TRUSS @ 16" o.c.14" WOOD GIRDER
14" WOOD TRUSS@ 16" o.c.14" WOOD TRUSS @ 16" o.c.CONT. 1-3/4x14" LVL
JOIST HANGER2x8 @ 16" o.c.CONNECTION
(GIRDER MFR.)
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 9'-4")14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
ADD'L TRUSS
(2) 1-3/4x14" LVL
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 10'-4")
14" WOOD GIRDER
14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
ADD'L TRUSS
14" WOOD GIRDER 2x8 @ 16" o.c.CONT. 1-3/4x14" LVL
14" WOOD GIRDER
(3) 2x4
COLUMN
NOTES :
1.)COORDINATE ALL DIMENSIONS AND ELEVATION WITH THE ARCHITECT.
2.)ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.)ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.)ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.)ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.)ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE NOTED
(MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.
7.)ALL HEADERS FOR INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD WALLS OR
(3) 2x8's IN 2x6 STUD WALLS.
8.)ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" ZIP STRUCTURAL 1 SHEATHING ATTACHED
WITH 8d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c FIELD (ALL JOINTS TO BE FULLY BLOCKED)
UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
9.)ALL FLUSH FRAMED MEMBERS SHALL BE CONNECTED WITH JOIST HANGERS.
2x4 @ 16" o.c. BEARING WALL2x4 @ 16" o.c. BEARING WALL
6
S2.2
2
S2.2
5
S2.2 3
S2.2
6
S2.2
5
S2.2
1
S2.2
4
S2.2
1
S2.2
4
S2.2
2
S2.2
3
S2.2
(3) 1-3/4x11-7/8" LVL
(3) 2x10 (3) 1-3/4x11-7/8" LVL (3) 1-3/4x11-7/8" LVL (3) 2x10
(3) 1-3/4x11-7/8" LVL
(3) 2x12
(3) 2x10 (3) 1-3/4x11-7/8" LVL (3) 1-3/4x11-7/8" LVL (3) 2x10
(3) 2x12 (3) 2x10(3) 2x10(3) 2x10(3) 2x10(3) 2x10(3) 2x102x4 @ 16" o.c. BEARING WALL 2x4 @ 16" o.c. BEARING WALL
2x4 @ 16" o.c.
BEARING WALL
2x4 @ 16" o.c.
BEARING WALL
2x4 @ 16" o.c. BEARING WALL
2x4 @ 16" o.c. BEARING WALL
2x4 @ 12" o.c. BEARING WALL
2x8 (P.T.) JOISTS @ 16" o.c.
CONT. 2x8 (P.T.) LEDGER
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
2x (P.T.) JOISTS @ 16" o.c.SLOPECONT. 2x LEDGER
(2) 2x (P.T.) CONT. BEAM (P.T.) WOOD
BRACKET
5/8" CDX PLYWOOD
ADD'L 2x8 (P.T.)
(3) 2x4 COLUMN (3) 2x4 COLUMN
JOIST HANGER (TYP.)
SEE "ENLARGED STAIR
PLAN 1" ON SHEET S2.2
FOR ADD'L INFO.
SEE "ENLARGED STAIR PLAN 1"
ON SHEET S2.2 FOR ADD'L
INFO. (OPP. HAND)
14" WOOD GIRDER
(3) 2x4 COLUMN
(3) 2x6 COLUMN
(3) 2x4 COLUMN
(3) 2x6 COLUMN
14" WOOD GIRDER
2x6 @ 16" o.c.
BEARING WALL
ADD'L 2x8 (P.T.)
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
ADD'L 2x8 (P.T.)ADD'L 2x8 (P.T.)
2x8 (P.T.) JOISTS @ 16" o.c.
CONT. 2x8 (P.T.) LEDGER
5/4" (P.T.) DECKING
(COORD. W/ ARCH.)
ADD'L 2x8 (P.T.)2x8 (P.T.) JOISTS @ 16" o.c.
CONT. 2x8 (P.T.) LEDGER
CANT. (TYP.)
2x6 @ 16" o.c.
BEARING WALL
STAIR UPSTAIR UPSTAIR UP STAIR UP
SEE "ENLARGED STAIR
PLAN 2" ON SHEET S2.2
FOR ADD'L INFO.
SEE "ENLARGED STAIR
PLAN 2" ON SHEET S2.2
FOR ADD'L INFO.
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
ADD'L 2x8 (P.T.)
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
ADD'L 1-3/4x14" LVLADD'L 1-3/4x14" LVL
3
S2.2
6
S2.2
(2) CONT. 2x8 (P.T.)
6x6 (P.T.) WOOD POST
(4) 2x12 (P.T.) LOW
6x6 (P.T.) WOOD POST
6x6 (P.T.) WOOD
POST
(2) CONT. 2x8 (P.T.)
(4) 2x12 (P.T.) LOW
6x6 (P.T.) WOOD POST6x6 (P.T.) WOOD POST6x6 (P.T.) WOOD
POST
(2) CONT. 2x8 (P.T.)
(4) 2x12 (P.T.) LOW
(4) 2x12 (P.T.) LOW2'-0"4'-112"11
2"11
2"
5-1/4x5-1/4
PSL COLUMN
5-1/4x5-1/4
PSL COLUMN
(4) 2x4 COL.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S2.1
FIRST FLOOR FRAMING PLAN
(BUILDING B)
ENLARGED STAIR PLAN 1 (BUILDING B)
SCALE: 1/2" = 1'-0"
CONT. 2x10 LEDGER
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
(2) 2x10
2x6 @ 16" o.c.
BEARING WALL
(3) 2x6 COLUMN
JOIST HANGER (TYP.)
3/4" T&G CDX PLYWOOD
2x10 @ 16" o.c.
(3) 2x4 COLUMN
(4) 2x12 STRINGERS
(4) 2x12 STRINGERS STAIR UP14" WOOD GIRDER
STAIR UP
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
ADD'L 1-3/4x14" LVL
ENLARGED STAIR PLAN 4 (BUILDING B)
SCALE: 1/2" = 1'-0"
(4) 2x12 STRINGERS
STAIR DOWN2x6 @ 16" o.c.
BEARING WALL
(3) 2x4 COLUMN
JOIST HANGER (TYP.)
CONT. 2x10 LEDGER
(3) 2x4 COLUMN
STAIR
DOWN(4) 2x12 STRINGERS(4) 2x12 STRINGERS2x10 @16" o.c.2x10 @ 16" o.c.14" WOOD GIRDER
14" WOOD
GIRDER
3/4" T&G CDX PLYWOOD
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
ENLARGED STAIR PLAN 3 (BUILDING B)
SCALE: 1/2" = 1'-0"
CONT. 2x10 LEDGER
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
(2) 2x10
2x6 @ 16" o.c.
BEARING WALL
(3) 2x6 COLUMN
JOIST HANGER (TYP.)
3/4" T&G CDX PLYWOOD
2x10 @ 16" o.c.
(3) 2x4 COLUMN
(4) 2x12 STRINGERS
(4) 2x12 STRINGERSSTAIR DOWN14" WOOD GIRDER
STAIR DOWN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
ADD'L 1-3/4x14" LVL
ENLARGED STAIR PLAN 2 (BUILDING B)
SCALE: 1/2" = 1'-0"
NOTE:
FLOOR FRAMING NOT SHOWN FOR CLARITY.
14" WOOD GIRDER
14" WOOD GIRDER
(3) 2x4 COLUMN
(3) 2x4 COLUMN
STAIR UP
(4) 2x12 STRINGERSJOIST HANGER (TYP.)
CONT. 2x10 LEDGER
2x10 @ 16" o.c.(4) 2x12 STRINGERS
(4) 2x12 STRINGERS STAIR UP
STAIR DOWN
3/4" T&G CDX PLYWOOD
c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/2" = 1'-0"
TPA/MLB S2.2
ENLARGED STAIR FRAMING
PLANS (BUILDING B)
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 2'-0" o.c.
2x6 @ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
FIN. FL. EL.
= 9'-4"
(1) 2x6 CONT. SILL PL.
(2) 30d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
CONT. RIM BOARD
SECTION
SCALE: = 1'-0"
1
S2.1 3/4"
SECTION
SCALE: = 1'-0"
2
S2.1 3/4"
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 2'-0" o.c.2x6 @ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
FIN. FL. EL.
= 9'-4"
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT.
TOP PL.
(2) 30d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4x14" LVL
WINDOW (COORD. W/ ARCH.)
(1) CONT. SILL PL. ATTACHED
W/ (2) 16d NAILS @ 16" o.c.
(3) 1-3/4x11-7/8" LVL ATTACHED
W/ 1/2"Ø THRU-BOLTS @ 16" o.c.
STAGGERED T&B
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 2'-0" o.c.
2x6 @ 12" o.c.
2x6 @ 12" o.c.
3/4" T&G CDX PLYWOOD
FIN. FL. EL.
= 9'-4"
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT.
TOP PL.
(2) 30d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4x14" LVL
SECTION
SCALE: = 1'-0"
3
S2.1 3/4"
SECTION
SCALE: = 1'-0"
4
S2.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.LVL EL.
= 9'-4"
(3) 1-3/4x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B
(2) 2x6 CONT. TOP PL.
2x6 @ 16" o.c.
STAIR TREAD
ATTACH 2x12 STAIR
STRINGER TO 2x6
STUD WALL W/ (2)
16d NAILS @ 16" o.c.
SECTION
SCALE: = 1'-0"
5
S2.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.LVL EL.
= 9'-4"
(3) 1-3/4x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B
(2) 2x6 CONT. SILL PL. ATTACHED
W/ (2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
CONT.2x10 LEDGER
ATTACHED W/ (4) 16d
NAILS @ 16" o.c.
2x10 @ 16" o.c.
SECTION
SCALE: = 1'-0"
6
S2.1 3/4"
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD
TRUSS @ 2'-0" o.c.
2x6 @ 12" o.c.
2x6 @ 12" o.c.
3/4" T&G CDX PLYWOOD
FIN. FL. EL.
= 9'-4"
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT. TOP PL.
(2) CONT. 1-3/4x14" LVL
5/4 (P.T.) DECKING
(COORD. W/ ARCH.)
(4) 2x12
CANT.
(2) CONT. 2x8 (P.T.)JOIST HANGER (TYP.)
2x8 (P.T.) @ 16" o.c.
FIN. FL. EL. =
COORD. W/ ARCH.
2'-0"4'-0"
CONT. 2x8 (P.T.) LEDGER
ATTACHED W/ (3) 1/2"Ø
LAG SCREWS @ 16" o.c.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S2.3
FIRST FLOOR FRAMING
SECTIONS (BUILDING B)
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"18'-11"18'-11"19'-7"
77'-0"
B C D E
2
1
3
4
SECOND FLOOR FRAMING PLAN (BUILDING B)
SCALE: 1/4" = 1'-0"
NOTES :
1.)COORDINATE ALL DIMENSIONS AND ELEVATION WITH THE ARCHITECT.
2.)ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.)ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.)ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.)ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.)ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE NOTED
(MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS BETWEEN FLOORS DOWN TO THE
LOWEST LEVEL.
7.)ALL HEADERS FOR INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD WALLS OR
(3) 2x8's IN 2x6 STUD WALLS.
8.)ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" ZIP STRUCTURAL 1 SHEATHING ATTACHED
WITH 8d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c FIELD (ALL JOINTS TO BE FULLY BLOCKED)
UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
9.)ALL FLUSH FRAMED MEMBERS SHALL BE CONNECTED WITH JOIST HANGERS.14" WOOD TRUSS @ 16" o.c.14" WOOD GIRDER
14" WOOD TRUSS@ 16" o.c.14" WOOD TRUSS @ 16" o.c.CONT. 1-3/4x14" LVL
JOIST HANGER 2x8 @ 16" o.c.CONNECTION
(GIRDER MFR.)
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 21'-8")14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
ADD'L TRUSS
(2) 1-3/4x14" LVL
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 20'-8")
14" WOOD GIRDER
14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
ADD'L TRUSS
14" WOOD GIRDER2x8 @ 16" o.c.CONT. 1-3/4x14" LVL
14" WOOD GIRDER14" WOOD TRUSS @ 16" o.c.14" WOOD GIRDER
14" WOOD TRUSS@ 16" o.c.14" WOOD TRUSS @ 16" o.c.CONT. 1-3/4x14" LVL
JOIST HANGER2x8 @ 16" o.c.CONNECTION
(GIRDER MFR.)
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 19'-8")14" WOOD TRUSS @ 16" o.c.ADD'L 1-3/4x14" LVL
(2) 1-3/4x14" LVL
ADD'L TRUSS
(2) 1-3/4x14" LVL
3/4" T&G CDX PLYWOOD
(FIN. FL. EL. = 20'-8")
14" WOOD GIRDER
14" WOOD TRUSS @ 16" o.c.(2) 1-3/4x14" LVL
ADD'L TRUSS
14" WOOD GIRDER 2x8 @ 16" o.c.CONT. 1-3/4x14" LVL
14" WOOD GIRDER
2x4 @ 16" o.c. BEARING WALL (TYP.)2x4 @ 16" o.c. BEARING WALL (TYP.)
2
S3.2
1
S3.2
2
S3.2
5
S3.2 2
S3.2
2
S3.2
5
S3.2
1
S3.2
4
S3.2 4
S3.2
3
S3.23
S3.2
(3) 2x8 (3) 2x8
(3) 2x10 (3) 2x10
(3) 2x8 (3) 2x8
(3) 2x10 (3) 2x8
(3) 2x10 (3) 2x10
(3) 2x8 (3) 2x10
(3) 1-3/4x11-7/8" LVL(3) 1-3/4x11-7/8" LVL2x4 @ 16" o.c. BEARING WALL
2x4 @ 16" o.c. BEARING WALL
2x4 @ 16" o.c.
BEARING WALL
2x4 @ 16" o.c.
BEARING WALL
(3) 2x4 COLUMN
(3) 2x6 COLUMN
14" WOOD GIRDER
SEE "ENLARGED STAIR
PLAN 3" ON SHEET S2.2
FOR ADD'L INFO.
14" WOOD GIRDER
(3) 2x4 COLUMN
(3) 2x6 COLUMN
SEE "ENLARGED STAIR
PLAN 3" ON SHEET S2.2
FOR ADD'L INFO. (OPP. HAND)
2x6 @ 16" o.c.
BEARING WALL
2x4 @ 16" o.c. BEARING WALL
2x4 @ 16" o.c. BEARING WALL
2x4 @ 16" o.c. BEARING WALL2x6 @ 16" o.c.
BEARING WALL
14" WOOD GIRDER14" WOOD GIRDER 14" WOOD GIRDER 14" WOOD GIRDER
SEE "ENLARGED STAIR
PLAN 4" ON SHEET S2.2
FOR ADD'L INFO.
SEE "ENLARGED STAIR
PLAN 4" ON SHEET S2.2
FOR ADD'L INFO. (OPP. HAND)STAIR DOWNSTAIR DOWN2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
(3) 1-3/4x9-1/2" LVL (3) 1-3/4x9-1/2" LVL
(3) 1-3/4x9-1/2" LVL (3) 1-3/4x9-1/2" LVL
(3) 1-3/4x14" LVL BEAM TO ALIGN
W/ 2x6 BEARING WALL ABOVE
5-1/4x5-1/4
PSL COLUMN
5-1/4x5-1/4
PSL COLUMN
2
S3.2
SIM.
2
S3.2
SIM.
SIM.
SIM.
2
S3.2
SIM.
SIM.
ADD'L 1-3/4x14" LVL (3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 2x6 COLUMN
(3) 1-3/4x14" LVL
(2) 1-3/4x14" LVL
(3) 1-3/4x14" LVL BEAM TO ALIGN
W/ 2x6 BEARING WALL ABOVE(4) 2x4 COL.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S3.1
SECOND FLOOR FRAMING
PLAN (BUILDING B)
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 2'-0" o.c.
2x6 @ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
FIN. FL. EL.
= 19'-8"
(1) 2x6 CONT. SILL PL.
(2) 30d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT. TOP PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
CONT. RIM BOARD
SECTION
SCALE: = 1'-0"
1
S3.1 3/4"
SECTION
SCALE: = 1'-0"
2
S3.1 3/4"
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 2'-0" o.c.2x6 @ 16" o.c.
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
FIN. FL. EL.
= 19'-8"
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.(2) 2x6 CONT.
TOP PL.
(2) 30d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4x14" LVL
WINDOW (COORD. W/ ARCH.)
(1) CONT. SILL PL. ATTACHED
W/ (2) 16d NAILS @ 16" o.c.
(3) 2x10
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)
14" DEEP WOOD TRUSS
@ 2'-0" o.c.
2x6 @ 12" o.c.
2x6 @ 12" o.c.
3/4" T&G CDX PLYWOOD
FIN. FL. EL.
= 19'-8"
(1) 2x6 CONT. SILL PL.
(2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) 2x6 CONT.
TOP PL.
(2) 30d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
(2) CONT. 1-3/4x14" LVL
SECTION
SCALE: = 1'-0"
3
S3.1 3/4"
SECTION
SCALE: = 1'-0"
4
S3.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.LVL EL.
= 19'-8"
(3) 1-3/4x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B
(2) 2x6 CONT. TOP PL.
2x6 @ 16" o.c.
STAIR TREAD
ATTACH 2x12 STAIR
STRINGER TO 2x6
STUD WALL W/ (2)
16d NAILS @ 16" o.c.
SECTION
SCALE: = 1'-0"
5
S3.1 3/4"
2x6 @ 16" o.c.
(1) 2x6 CONT. SILL PL.
1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED W/ 8d NAILS @ 6" o.c.
EDGE & 12" o.c. FIELD (ALL JOINTS
TO BE FULLY BLOCKED) U.O.N. ON
SHEAR WALL SCH.
EXTERIOR WALL
(COORD. W/ ARCH.)(2) 16d NAILS @ 16" o.c.
U.O.N. IN SHEAR WALL SCH.
T.O.LVL EL.
= 19'-8"
(3) 1-3/4x14" LVL ATTACHED W/
(1) 1/2"Ø THRU-BOLT @ 2'-0" o.c
STAGGERED T&B
2x6 @ 16" o.c.
3/4" T&G CDX PLYWOOD
2x10 @ 16" o.c.
(2) 2x6 CONT. SILL PL. ATTACHED
W/ (2) 16d NAILS @ 16" o.c. U.O.N.
IN SHEAR WALL SCH.
CONT.2x10 LEDGER
ATTACHED W/ (4) 16d
NAILS @ 16" o.c.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
AS NOTED
TPA/MLB S3.2
SECOND FLOOR FRAMING
SECTIONS (BUILDING B)
ROOF FRAMING PLAN (BUILDING B)
SCALE: 1/4" = 1'-0"
A
2'-0"38'-0"2'-0"42'-0"77'-0"
18'-11"18'-11"19'-7"19'-7"
19'-7"18'-11"18'-11"19'-7"
77'-0"
B C D E
2
1
3
4
NOTES :
1.)VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT.
2.)ALL PLAN DIMENSIONS ARE TO OUTSIDE FACE OF THE EXTERIOR 2x6 STUD WALLS.
3.)ALL (2) 2x HEADERS SHALL INCLUDE (1 LAYER) 1/2" PLYWOOD.
4.)ALL (3) 2x HEADERS SHALL INCLUDE (2 LAYERS) 1/2" PLYWOOD.
5.)ALL (3) LVL HEADERS SHALL INCLUDE (1 LAYER) 1/4" PLYWOOD.
6.)ALL HEADERS SHALL BE SUPPORTED BY (3) 2x POSTS AT EACH END UNLESS OTHERWISE
NOTED (MATCH WALL STUD DEPTH). POSTS MUST BE CONTINUOUS DOWN TO THE
FOUNDATION.
7.)ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" ZIP STRUCTURAL 1 SHEATHING
ATTACHED WITH 8d NAILS SPACED AT 6" o.c. EDGE AND 12" o.c. FIELD (ALL JOINTS TO BE
FULLY BLOCKED) UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE.
8.)COORDINATE GABLE TRUSSES WITH EXTERIOR WALL LOUVERS (SEE ARCHITECTURAL
DRAWINGS FOR LOUVER SIZES AND LOCATIONS).
9.) ALL HEADERS IN INTERIOR NON-LOAD BEARING WALLS SHALL BE (2) 2x8's IN 2x4 STUD
WALLS AND (3) 2x8's IN 2x6 STUD WALLS.
10.)ATTACH OUTRIGGERS TO RAFTERS/TRUSS TOP CHORDS WITH UPSIDE-DOWN SIMPSON
LUS26 JOIST HANGERS.
2x6 OUTRIGGERS @ 16" o.c.WOOD TRUSS TYPE I @ 2'-0" o.c.SLOPE
SLOPESLOPE SLOPEWOOD TRUSS
TYPE IIA
@ 2'-0" o.c.2x6 OUTRIGGERS @ 16" o.c.2x6 OUTRIGGERS @ 16" o.c.2x6 OUTRIGGERS @ 16" o.c.WOOD TRUSS TYPE I @ 2'-0" o.c.SLOPESLOPESLOPE
WOOD TRUSS
TYPE IV
@ 2'-0" o.c.
WOOD TRUSS
TYPE IV
@ 2'-0" o.c.SLOPESLOPESLOPE2x6 OUTRIGGERS @ 16" o.c.2x6 OUTRIGGERS @ 16" o.c.
X
S4.2
X
S4.2
X
S4.2
X
S4.2
X
S4.2
X
S4.2
X
S4.2
(3) 2x8 (3) 2x8
(3) 2x10 (3) 1-3/4x9-1/2" LVL
(3) 2x8 (3) 2x8
(3) 2x8
(3) 1-3/4x9-1/2" LVL
(3) 2x8
(3) 1-3/4x9-1/2" LVL5/8" CDX PLYWOOD
5/8" CDX PLYWOOD
5/8" CDX PLYWOOD
X
S4.2
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL9'-034"2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
2x6 @ 16" o.c.
BEARING WALL
(3) 1-3/4x9-1/2" LVL(3) 2x10(3) 1-3/4x9-1/2" LVL (3) 1-3/4x9-1/2" LVL(3) 1-3/4x9-1/2" LVL(3) 1-3/4x9-1/2" LVL
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
2x4 @ 12" o.c. BEARING WALL
(ALIGN EVERY OTHER STUD
W/ ROOF TRUSS ABOVE)
WOOD TRUSS
TYPE IIA
@ 2'-0" o.c.WOOD TRUSS TYPE II @ 2'-0" o.c.
2x6 @ 12" o.c.
BEARING WALL
2x6 @ 12" o.c.
BEARING WALL
RIDGE
RIDGE
RIDGE
2x12 @
2'-0" o.c.
2x12 @
2'-0" o.c.c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S4.1
ROOF FRAMING PLAN
(BUILDING B)
ROOF - 10d @ 6" o.c.
DIAPHRAGM TABLE
NOTE :
1.)THIS PARTIAL ROOF PLAN INDICATES THE NAILING
PATTERN FOR THE DIAPHRAGM TABLE INDICATED.
2.)NAILING PATTERN IS ALSO APPLICABLE FOR 1/2"
PLYWOOD ON TOP OF 2x4 SLEEPERS.
5/8" CDX PLYWOOD
(TYP.)2x6 STUD WALL /
(BEARING WALL, SHEAR
WALL)
WOOD TRUSSES OR
2x FRAMING
TYPICAL ROOF DIAPHRAGM
NAIL SPACING DETAIL
SCALE: 3/4" = 1'-0"
WOOD TRUSSES OR
2x FRAMING
WOOD HEADER
(3) 2x COLUMN (SIZE TO
MATCH WALL STUD DEPTH)
TYPICAL WOOD HEADER-TO-COLUMN
CONNECTION DETAIL
SCALE: 1" = 1'-0"
NOTE :
THIS DETAIL APPLIES AT ALL LOCATIONS AT END OF LINTEL BEAMS U.O.N.
(2) 2x CONT. TOP PL.
2x STUD WALL
(SPACING VARIES
SEE PLAN)VARIESCOORD. VENT
DETAIL W/ ARCH.
5/8" CDX
PLYWOOD
TYPICAL ROOF RIDGE DETAIL
SCALE: 3/4" = 1'-0"
2x6 MIN. BLOCKING BETWEEN TRUSS
TOP CHORD (TOE-NAIL TO TRUSS TOP
CHORD W/ (2)-10d NAILS EA. END)
WOOD TRUSS TOP
CHORD @ 2'-0" o.c.
ARCH.
WOOD TRUSS
CONT. RIM BOARD
3/4" CDX PLYWOOD
2x6 OUTRIGGER
COORD. W/
SIMPSON UPSIDE-
DOWN JOIST HANGER
TYPICAL OUTRIGGER DETAIL @ TRUSSES
SCALE: 3/4" = 1'-0"
2x6 (SPACING VARIES
SEE PLAN)
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
WOOD TRUSS
@ 2'-0" o.c.
5/8" ZIP SHEATHING
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
T.O.W. EL.
EXTERIOR WALL
(COORD. W/ ARCH.)
SOLID BLOCKING BETWEEN TRUSSES
ATTACHED W/ (3) 12d NAILS EA. END
U.O.N. IN SHEAR WALL DETAILS 2" GAP
TYPICAL ROOF FRAMING DETAIL #1
SCALE: 3/4" = 1'-0"
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
CONT. RIM BOARD
2x6 MIN. OUTRIGGER
@ 16" o.c.
UPSIDE-DOWN
JOIST HANGER 5/8" ZIP SHEATHING
WOOD TRUSS
@ 2'-0" o.c.
ZIP SHEATHING TO BE CONT.
ALONG GABLE TRUSS
EXTERIOR WALL
(COORD. W/ ARCH.)
T.O.W. EL.
SIMPSON H2.5T HURRICANE
TIE @ 16" o.c.
(2) CONT. 2x8 TOP PL.
2x6 (SPACING VARIES
SEE PLAN)
2x6 BLOCKING @ 16" o.c. ATTACHED
W/ JOIST HANGERS EA. END
TYPICAL ROOF FRAMING DETAIL #2
SCALE: 3/4" = 1'-0"
WOOD TRUSS
TYPICAL ROOF FRAMING DETAIL #3
SCALE: 3/4" = 1'-0"
2x6 (SPACING VARIES
SEE PLAN)
SIMPSON H2.5T HURRICANE
TIE (EA. SIDE, STAGGERED)
(2) CONT. 2x6 TOP PL.
WOOD TRUSS
@ 2'-0" o.c.
5/8" ZIP SHEATHING
COORD.
W/ ARCH.
COORD. SOFFIT
W/ ARCH.
T.O.W. EL.
EXTERIOR WALL
(COORD. W/ ARCH.)
GENERAL NOTES
A - CODES:
1. 780 CMR (MASSACHUSETTS STATE BUILDING CODE, 9th. EDITION)
2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
3. AMERICAN CONCRETE INSTITUTE (ACI)
B - DESIGN LOADS:
1.SNOW LOAD:
GROUND SNOW LOAD XX psf
EXPOSURE FACTOR XX
THERMAL FACTOR XX
RISK CATEGORY XX
DESIGN SNOW LOAD XX psf
DRIFTING AS PER 780 CMR 1610
2.SOLAR (ROOF)5 psf
3. FLOOR LIVE LOADS:
OFFICE (50+20 PARTITIONS) 70 psf
1st FL. CORRIDORS, STAIRS 100 psf
UPPER FL. CORRIDORS 80 psf
LIGHT STORAGE 125 psf
CONCRETE SLAB ON GRADE 100 psf
4. WIND LOAD:
BASIC WIND SPEED (ULTIMATE) XX mph
EXPOSURE CATEGORY XX
RISK CATEGORY XX
NET UPLIFT WIND PRESSURE ON ROOF XX psf
5.SEISMIC LOADS:
R XX
Sds XX
Sd1 XX
T XX
RISK CATEGORY XX
SITE CLASSIFICATION XX
SEISMIC DESIGN CATEGORY XX
EQUIVALENT LATERAL FORCE METHOD
B - CONCRETE:
1. ALL CONCRETE TO BE 3,000 PSI AT 28 DAYS.
2. CONCRETE WORK TO CONFORM TO ACI-318 CODE, LATEST EDITION.
3. VAPOR BARRIER IS REQUIRED UNDER ALL SLABS ON GRADE (SEE SPECIFICATIONS).
4. DEPRESS TOP OF FOUNDATION WALLS AT DOORS (COORDINATE WITH ARCHITECT).
5. ALL CONCRETE TO BE STONE CONCRETE.
6. EXTERIOR FOUNDATION WALL FOOTINGS TO BE CARRIED 4'-0" MINIMUM BELOW FINISHED GRADE.
7. TOP OF WALLS SUPPORTING SLABS AND FOOTINGS SUPPORTING WALLS TO BE KEYED.
8. CONTROL JOINTS SAWED OR PREMOLDED (SEE PLANS FOR LOCATIONS).
9. GROUT SHALL BE FIVE STAR EPOXY GROUT BY US GROUT CORP., OR EQUAL.
C - CONCRETE REINFORCING:
1.ALL CONCRETE REINFORCING TO COMPLY WITH LATEST EDITION OF CRSI.
2.CONCRETE REINFORCING TO BE NEW BILLET STEEL, GRADE 60.
3. WELDED WIRE FABRIC TO BE AS PER ASTM-A185.
4.REINFORCING STEEL CLEAR COVER TO BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
FORMED CONCRETE SURFACES IN CONTACT WITH SOIL, WATER 2"
SLAB ON GRADE - TOP, INTERIOR FACE OF WALLS 3/4"
5. CONDUITS RUN IN FLOOR SLAB-ON-GRADE TO BE CENTERED IN SLAB AND COVERED WITH 6X6-W2.9XW2.9 WELDED
WIRE FABRIC.
6. 4" OR 6" THICK CONCRETE WALKS AND SLABS-ON-GRADE TO BE REINFORCED WITH 6X6-W2.9XW2.9 WELDED WIRE
FABRIC.
7.FURNISH AND INSTALL 2 - #5x4'-0" AT ALL CORNERS AND WALL JUNCTIONS AT SAME SPACING AS WALL
REINFORCING. WALLS NOT DETAILED SHALL HAVE 2 - #5's TOP AND BOTTOM.
D - WOOD:
1.ALL WOOD NAILERS TO BE PRESSURE TREATED UNLESS OTHERWISE NOTED.
2.ALL WOOD MEMBERS TO HAVE THE FOLLOWING MINIMUM ALLOWABLE STRESSES:
DIMENSION LUMBER (SPRUCE PINE FIR)LVL MEMBERS PSL COLUMNS
Fb = 875 psi Fb = 2,800 psi
Fv = 135 psi Fv = 285 psi Fc = 2,500 psi
E = 1,300,000 psi E = 1,900,000 psi E = 1,800,000 psi
3.WALL SHEATHING TO BE 1/2" APA STRUCTURAL 1 RATED PLYWOOD SHEATHING EXP. 1 OR EXT.
4.ROOF SHEATHING TO BE 5/8" APA STRUCTURAL 1 RATED PLYWOOD SHEATHING EXP. 1 WITH CLIPS AT ALL JOINTS.
E - SOILS AND STRUCTURAL FILL:
1. SOIL BEARING DESIGN VALUE = 3,000 psf (ASSUMED).
2. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL COMPACTED TO 95%
COMPACTION IN 8" LAYERS.
3. PLACE 12" COMPACTED GRAVEL UNDER ALL SLABS ON GRADE.
F - MISCELLANEOUS:
1.FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.
2.G.C. SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF THE ACTUAL FIELD CONDITIONS DIFFER FROM
THE EXISTING CONDITIONS INDICATED ON THE STRUCTURAL DRAWINGS.
3.VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
4. NO MATERIAL SHALL BE FABRICATED UNTIL SHOP DRAWINGS ARE APPROVED. SHOP DRAWINGS SHALL BE SAME
SIZE AND CLARITY AS CONTRACT DRAWINGS, AND SHALL BE COORDINATED WITH OTHER RELATED SHOP
DRAWINGS.
5. NO PERMISSION WILL BE GRANTED FOR ANY STRUCTURAL DRAWINGS TO BE REPRODUCED FOR USE AS SHOP
DRAWINGS.
6.A MINIMUM OF FOUR HARD COPIES ARE REQUIRED FOR EACH SHOP DRAWING SUBMITTAL (ALL MATERIALS).
7.G.C. SHALL COORDINATE THE WORK OF ALL TRADES TO PROVIDE FUNCTIONAL AND DIMENSIONAL COMPATIBILITY
BETWEEN ALL COMPONENTS.
8.G.C. SHALL SUBMIT WOOD TRUSS SUBMITTAL TO THE STRUCTURAL ENGINEER-OF-RECORD FOR REVIEW.
SUBMITTAL SHALL INCLUDE DESIGN CALCULATIONS AND SHOP DRAWINGS, AND MUST BE STAMPED AND SIGNED
BY A MASSACHUSETTS LICENSED STRUCTURAL ENGINEER PRIOR TO SUBMISSION.
LVL BEAM (SIZE VARIES)
1/2"Ø THRU BOLT @
16" o.c. STAGGERED
TOP AND BOTTOM
TYPICAL CONNECTION DETAIL
FOR GREATER THAN 2 LVL's
SCALE: 3/4" = 1'-0"c Kuhn Riddle Architects,Inc.KUHN RIDDLE
A R C H I T E C T S
28 AMITY ST. SUITE 2B
A M H E R S T
MASSACHUSETTS 01002
4 1 3 2 5 9 1 6 3 0
www . kuhnriddle . com
This drawing is not intended nor shall it be used for construction
purposes unless the signed professional seal of a registered architect
employed by Kuhn Riddle Architects, Inc., is affixed above.
Keynotes/General Notes:
Date:
Drawn By:
Project:
Scale:
A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
2/28/2020 11:06:35 AM4.3.2020
19054
Rev. No.Description Date
HAWLEY STREET RESIDENTIAL
DEVELOPMENT
10 HAWLEY ST
NORTHAMPTON, MA
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
1/4" = 1'-0"
TPA/MLB S5.1
TYPICAL FRAMING DETAILS
(BUILDING B)
UPUPABCDE2134FIRE PROTECTION CLOSETLOCATION VARIESSEE SITE PLANGARAGE001CENTRY003CGARAGE101DFLEX SPACE003CFLEX SPACE003D??FLEX SPACE006BGARAGE001BENTRY002BHALL003BGARAGE001AFLEX SPACE003A10' - 6"TYPE EUNIT A1TYPE BUNIT A2TYPE CUNIT A3TYPE DUNIT A4BUILDING ANOTE:BUILDING A AND BUILDING B ARE THE SAME, WITH THE EXCEPTION OF THE WESTERN-MOST UNITS, WHOSE FACADES DIFFER. THEREFORE THESE UNITS HAVE DIFFERENT UNIT TYPE DESIGNATIONS.UNIT TYPES B AND C ARE MIRROR IMAGES OF EACH OTHER.ABCDE2134FIRE PROTECTION CLOSETLOCATION VARIESSEE SITE PLANGARAGE001CENTRY003CGARAGE101DFLEX SPACE003CFLEX SPACE003DTYPE AUNIT B1TYPE BUNIT B2TYPE CUNIT B3TYPE DUNIT B4BUILDING B??FLEX SPACE006BGARAGE001BENTRY002BHALL003BGARAGE001AFLEX SPACE003A3' - 3"4' - 0"3' - 3"5' - 0"8' - 0"c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:18 PM1/8" = 1'-0"4/3/20ABKEY PLANA0.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date1/8" = 1'-0"KEY PLAN - GROUND FLOOR BUILDINGS A & BD1
ABCDETYPE DUNIT A4TYPE CUNIT A3TYPE BUNIT A2TYPE EUNIT A1BUILDING AABCDE10' - 6"6' - 1"TYPE DUNIT B4TYPE CUNIT B3TYPE BUNIT B2TYPE AUNIT B1BUILDING BABCDE10' - 6"TYPE DUNIT A4TYPE CUNIT A3TYPE BUNIT A2TYPE EUNIT A1BUILDING AABCDETYPE DUNIT B4TYPE CUNIT B3TYPE BUNIT B2TYPE AUNIT B1BUILDING Bc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:22 PM1/8" = 1'-0"4/3/20AuthorKEY ELEVATIONS BUILDINGSA & BA0.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/8" = 1'-0"NORTH ELEVATION (FRONT) KEY PLAN BUILDINGS A & BB11/8" = 1'-0"SOUTH ELEVATION (REAR) KEY PLAN BUILDINGS A & BD1Rev. No. Description Date
A2.2A2.3A2.1A2.3D1D1D3D1ABCDE213442' - 0"77' - 0"18' - 11"18' - 11"19' - 7"19' - 7"BALCONY ABV, TYPGARAGE001CENTRY003CGARAGE101DFLEX SPACE003CFLEX SPACE003D1A3.11A3.2D5A3.1A1A3.1FLEX SPACE006BGARAGE001BENTRY002BHALL003BFLEX SPACE003AGARAGE001AA4.3A1003B003C009B004C003C004B006C005B004A009A006D003D005A002AA4.2A13' - 6"6' - 10"6' - 10"A5.1D1A5.1D510' - 2 7/8"9' - 4 1/8"8' - 7"8' - 7"3' - 6"9' - 4 1/8"10' - 2 7/8"2' - 0"11' - 6"13' - 0"8' - 4"7' - 2"42' - 0"19' - 11 1/2"13' - 3 5/8"6' - 3 3/8"5' - 0"7' - 8"6' - 3"6' - 3"7' - 8"5' - 0"5' - 7"14' - 0"19' - 7"18' - 11"18' - 11"19' - 7"77' - 0"2' - 2"003A006A002B002C010A0034' - 10 1/2"4' - 10 1/2"NEW VERTICAL LIFT -SEEDETAIL SHEET ANDSTRUCTURAL DRAWINGSFOR DETAILS007A001A001B001C001D002D006B007B008BCC2' - 0"11' - 2"13' - 0"8' - 4"7' - 6"7' - 10 1/2"7' - 10 1/2"HALL002ABATHROOM006ACLOSET007AELEV / CL.004ACL.005ABATHROOM008BCLOSET007BELEV / CL.005BCLOSET004CCLOSET003DCLOSET004DCCCL.3' - 0"6' COMPOSITE PRIVACYFENCEPERGOLA011A011D010B010CS1SPRNKS1A1A5.210' - 0"4' - 9"A5.7D4A5.7C4A5.1D5O.H.A5.1D1O.H.2' - 5 1/2"4' - 11 1/2"3' - 0 1/2"3' - 1"6' - 0"4' - 0"1' - 1"4' - 0"12' - 1"12' - 1"011BELEV. CL.011BELEV. CL.011Ac Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:24 PM1/4" = 1'-0"4/3/20AuthorBLDG B -GROUND FLOORPLANA1.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - GROUND FLOORD1Rev. No. Description DateGENERAL NOTE: 1. ALL INTERIOR PARTITIONS CONIST OF 2X4 WOOD STUDS, 16" O.C. WITH 1/2" GYPSUM BOARD EACH SIDE, UNLESS NOTED OTHERWISE. SUBSTITUTE 1/2" CEMENT BOARD (?) FOR GYPSUM BOARD WHERE TILE IS SHOWN ON INTERIOR ELEVATIONS.2. SEE UNIT A FOR UNIT D AND E INTERIOR PARTITION DIMENSIONS. SEE UNIT B FOR UNIT C INTERIOR PARTITION DIMENSIONS.KEYED NOTE:1. 2X6 WOOD STUD INTERIOR PARTITION, 16" O.C. WITH 1/2" GYPSUB BOARD EACH SIDE. SUBSTITUTE 1/2" CEMENT BOARD (?) FOR GYPSUM BOARD WHERE TILE IS SHOWN ON INTERIOR ELEVATIONS.
A2.2A2.3A2.1A2.3D1D1D3D1AABBCCDDEE221133441A3.11A3.2D5A3.1A1A3.1DINING102CDINING103DKITCHEN102DLIVING ROOM101DLIVING ROOM101CKITCHEN103CW.C.105DW.C.105CLIVING ROOM101BKITCHEN103BDINING102BLIVING ROOM101AKITCHEN102AW.C.105ADINING103AW.C.105BA4.3B1A4.1D1A4.1B1A4.1D1O.H.A4.3B1O.H.A4.1B1O.H.A5.4D177' - 0"101B101C105C105B104BA4.2B1A4.2B1SIM19' - 7"18' - 11"18' - 11"19' - 7"8' - 0"8' - 7"9' - 0"42' - 0"7' - 2"2' - 0"38' - 0"2' - 0"42' - 0"2' - 0"38' - 0"2' - 0"77' - 0"3' - 11"9' - 5"6' - 3"7' - 3 1/2"6' - 10 1/2"4' - 9"4' - 9"5' - 7"10' - 1"3' - 11"19' - 7"37' - 10"19' - 7"DEDBCIA5.1C1A5.1C513' - 0 1/2"8' - 2 1/2"7' - 10"1' - 0"104A101A101DCLOSET106AELEV / CL.104AELEV. / CL.104BCLOSET106DA1A5.22A5.6H9' - 0"8' - 7"8' - 0"6' - 11"6' - 0"6' - 0"6' - 11"CHCCI6' - 10 1/2"7' - 3 1/2"A4.4A1A3B1B3A4.4D3D4A4.4A3B3A4.4A1B1A4.4D4B3A3B3O.H.O.H.B3A3A4.6A1A3B1B2A4.6B5A4.6A3B2A4.6B1B2A3A1O.H.A4.6B5B2A3O.H.A4.41 3/4"105A106A7' - 2"B*A5.2C4A5.1C5O.H.A5.1C1O.H.c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:25 PM1/4" = 1'-0"4/3/20AuthorBLDG B -FIRST FLOOR PLANA1.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - FIRST FLOOR1Rev. No. Description Date
A2.3D1AABBCCDDEE22113344M. BEDROOM201DCLOSET202DCLOSET203DM. BATH204DLAUNDRY206DBEDROOM208DHALL205DCLOSET202CM. BATH204CBEDROOM208C1A3.11A3.2D5A3.1A1A3.1M.BEDROOM201CCL.203CLAUNDRY206CBATHROOM210CM. BEDROOM201BCLOSET202BBEDROOM208BBATHROOM210BLAUNDRY206BCL.203BHALL205BM. BATH204BBEDROOM208ABATHROOM210AM. BATHROOM204AM. BEDROOM201ACLOSET203ACLOSET202AHALL205AHALL205C77' - 0"A4.3D1A4.3D1O.H.A5.4D2204C201C202C210C209C205C203C206C202B201B204B210B209B205B203B206B207A208BA4.2D1A4.2D1O.H.19' - 7"18' - 11"18' - 11"19' - 7"6' - 0"12' - 11"11' - 7"8' - 0"12' - 11"6' - 0"2' - 0"38' - 0"2' - 0"42' - 0"40' - 0"42' - 0"2' - 0"38' - 0"2' - 0"7' - 2"7' - 2"3' - 11"10' - 1"5' - 7"5' - 0"6' - 11"7' - 0"7' - 0"6' - 11"5' - 0"5' - 7"10' - 1"3' - 11"19' - 7"18' - 11"18' - 11"19' - 7"77' - 0"CFCFFCFCBBGFFA5.1B1A5.1B5208A201ALINEN211ACLOSET209A5' - 0"BATHROOM210DCLOSET209D202A203A204A206AELEV. / CL.207ALAUNDRY206AELEV. / CL.207BCLOSET209BCLOSET209CLINEN211D209A211A210ALINEN211BLINEN102F209F211BA4.5A2A3A4B3A4.5B4A4.5C3C2C1C4A4.5B3A2A3A4O.H.A4.5C1C2C3C4O.H.A4.6C1C2C3C4A4.6D1D2D3D42' - 2"14' - 3 1/4"14' - 3"2' - 2"6' - 5"6' - 9 1/2"7' - 2"7' - 2"8' - 0"11' - 7"GB*B*A4.6C1C4C3C2O.H.A4.6D1D4D3D2O.H.A5.4D4211C211G211D211H211E211F211K211J211Ic Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:27 PM1/4" = 1'-0"4/3/20AuthorBLDG B -SECOND FLOOR PLANA1.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - SECOND FLOORA1Rev. No. Description Date
AB21342' - 0"38' - 0"2' - 0"42' - 0"19' - 7"BALCONY ABV, TYPFLEX SPACE003AGARAGE001A4' - 3 1/2"A2.4D2002A004A006A005Aac001003A007A010ADD001AA4.2B1SIMA5.1D1O.H.A5.7C4AABBLIVING ROOM101AKITCHEN102AW.C.105ADINING103A115A104AICHD101ADA4.4A1A3B1A4.4D3D4A4.4C3A4.4C3A3A4.2B1SIMA5.1C1O.H.6' - 2 1/2"6' - 5"105A106AA5.2C4AABB2134BEDROOM208ABATHROOM210AM. BATHROOM204AM. BEDROOM201ACLOSET203ACLOSET202AHALL205ALAUNDRY206AA4.1B1O.H.O.H.CLOSET209ALINEN211AFDDA5.1B1SIMA4.2D1O.H.A4.5A2A3A4A4.5B4A4.5C3C2C1C4A4.6D1c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:28 PM1/4" = 1'-0"4/3/20AuthorBLDG A, UNIT TYPE E -WESTUNIT PLANSA1.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG A, UNIT TYPE E - GROUND FLOORD11/4" = 1'-0"BLDG A, UNIT TYPE E - FIRST FLOORD31/4" = 1'-0"BLDG A, UNITY TYPE E - SECOND FLOORD4Rev. No. Description Date
AABBCCDDEE221133443 1/8" / 12"5 5/8" / 12"ROOF AREA FOR FUTURE PVROOF AREA FOR FUTURE PV1A3.11A3.2D5A3.1A1A3.1A1A5.22A5.6c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:29 PM1/4" = 1'-0"4/3/20KRABLDG A & B -ROOF PLANA1.510 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"BLDG B - ROOF PLANA1Rev. No. Description Date
2RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"GROUND FLR INT1' -0"ABCDEGRND FLR -WEST0"GRND FLR -EAST2' -0"19' - 7"18' - 11"18' - 11"19' - 7"77' - 0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"1ST FLR INT10' -5 3/8"2ND FLR INT20' -9 1/4"1A3.2D5A3.1A1A3.1T.O.W. WEST27' -10 3/8"T.O.W. EAST29' -10 3/8"T.O.W. INT28' -10 3/8"GICCFFCIC002B002C001C001D001AFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSFIBER-CEMENT PANEL W/BATTENFIBER-CEMENT CLAPBOARDW/ 5" EXPOSUREALUMINUM GUTTERCOMPOSITE TRIM001BA5.61HHGC4A5.21/4" = 1'-0"NORTH ELEVATION (FRONT)D1c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:33 PM1/4" = 1'-0"4/3/20KRABLDG A & B -NORTHELEVATIONA2.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date
2RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"GROUND FLR INT1' -0"ABCDEGRND FLR -WEST0"GRND FLR -EAST2' -0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"1ST FLR INT10' -5 3/8"2ND FLR INT20' -9 1/4"1A3.2D5A3.1A1A3.1T.O.W. WEST27' -10 3/8"T.O.W. EAST29' -10 3/8"T.O.W. INT28' -10 3/8"CCCCEFFEFCDFDC003101D003C101C101B009B010A101A6' COMPOSITE PRIVACYFENCEA1A5.2E*C4A5.2c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:36 PM1/4" = 1'-0"4/3/20AuthorBLDG A & B -REAR ELEVATIONA2.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"SOUTH ELEVATION (REAR)D1Rev. No. Description Date
2RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"13GRND FLR -EAST2' -0"1A3.1BBB002DCC13GRND FLR -WEST0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"1A3.1CCB*B*B*c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:37 PM1/4" = 1'-0"4/3/20AuthorBLDG A / B -SIDE ELEVATIONSA2.310 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"EAST ELEVATIOND11/4" = 1'-0"WEST (HAWLEY STREET)D3Rev. No. Description Date
13GRND FLR -WEST0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"1A3.1T.O.W. WEST27' -10 3/8"HDDDDDFc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:37 PM1/4" = 1'-0"4/3/20AuthorBLDG A -HAWLEY STREETELEVATIONA2.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"WEST (BUILDING A)D2Rev. No. Description Date
24T.O.W. INT28' -10 3/8"A5.3A1A5.5C4DECKS BUILT W/COMPOSITE DECKING ONMEMBRANE, CEMENTFIBERBOARD PANEL ONUNDERSIDE, SUPPORTEDBY BRACKETS AS SHOWN -SEE STRUCTURALDRAWINGS FOR DETAILSSHINGLE PENT ROOF W/CEMENT FIBERBOARDPANEL ON UNDERSIDE,SUPPORTED BY BRACKETSAS SHOWN -SEESTRUCTURAL DRAWINGSFOR DETAILS5/8" TYPE X GWB ON CLG8' COMPOSITE PRIVACYSCREEN6' COMPOSITE PRIVACYFENCE2A5.624T.O.W. WEST27' -10 3/8"T.O.W. INT28' -10 3/8"A5.5A4A5.5D3A5.2D4TYPA5.2D2TYPA5.2A4TYPA5.2B2TYPA5.2C2TYPA5.7D1C4A5.22RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"ABCDEGRND FLR -WEST0"GRND FLR -EAST2' -0"1ST FLR WEST9' -5 3/8"2ND FLR WEST19' -9 1/4"T.O.W. WEST27' -10 3/8"T.O.W. EAST29' -10 3/8"A5.2D1A5.5D4A5.4C1A5.4C4A5.4B4A5.4C2A5.4B2A5.4B1SHOP-FABRICATED WOODTRUSSES WITH 18" RAISEDHEEL. SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22ZIP R WALL SHEATHING, R-62" RIGID EPS INSULATIONUNDER SLAB AND DOWNINSIDE FACE OFFOUNDATION WALL4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2-HOUR RATEDSEPERATION WALL,CONTINUOUS FROM FNDWALL TO UNDERSIDE OFROOF SHEATHING. SEEDETAIL SHEET FOR INFO.REINFORCED CONCRETEFOUNDATION WALLS ANDFOOTINGS -SEESTRUCTURAL DRAWINGSFOR DETAILSOVER-FRAMING BETWEENTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILSCONTINUOUS RIDGE VENTSOFFIT VENTA5.2C1A1A5.28' - 1 1/8"10' - 3 7/8"9' - 5 3/8"CLOSED CELL FLASH COAT@ CEILING W/ 18" LOOSECELLULOSE ABOVESHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILSc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:40 PM3/16" = 1'-0"4/3/20AuthorBLDG B -BUILDING SECTIONSA3.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"CROSS SECTION - INTERIOR UNIT @ HIGH ROOFD53/16" = 1'-0"CROSS SECTION - INTERIOR UNIT @ LOW ROOFA1Rev. No. Description Date
2RD FLR EAST21' -9 1/4"1ST FLR EAST11' -5 3/8"13GRND FLR -EAST2' -0"T.O.W. EAST29' -10 3/8"A5.5C3c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:40 PM3/16" = 1'-0"4/3/20AuthorBLDG B -BUILDING SECTIONS(CONT)A3.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"CROSS SECTION - END UNIT1Rev. No. Description Date
A4.1C2A4.1D5D4D2C45' - 8"3' - 8" +/-A5.2C410' - 6"A4.1A3A4.1B4B2NOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HEREA4.1A2A4.1A42' - 6"3 1/2"2' - 6"ADDITIONAL STUD LAYER AT KITCHEN CABINETS TO PROVIDE REFRIGERATOR RECESS. CONTINUE STUD LAYER ABOVE REFRIGERATOR (6'-0 1/2" AFF TO SOFFIT).3' - 2"13' - 7"FILLER PANELFILLER PANELGYPSUM BOARD SOFFIT ALIGNED WITH WING WALLSPWT-3 BACKSPLASH3' - 0"4' - 0"2' - 6"4' - 0"24" DEEP3' - 0"2' - 0"2' - 0"2' - 6"2' - 0"BASE TO MATCH CABINETS1' - 0"1' - 3"2' - 0"3' - 0"3' - 3"CONTINUOUS BACK PANEL TO MATCH CABINET FINISHBASE TO MATCH CABINETSTWO HEIGHT COUNTERTOPDW2' - 0"2' - 6"LAZY SUSAN1' - 6"3' - 0"1' - 6"2' - 6"1' - 6"1' - 6"1' - 6"LAZY SUSAN1' - 6"2' - 6"1' - 6"FILLER PANEL2"3' - 3"24" DEEP3' - 0"2' - 9"1' - 6"24" DEEP3' - 0"FILLER PANELFILLER PANEL2' - 9"1' - 6"3' - 0"PWT-3 BACKSPLASHALIGN FACE WITH BACK OF ADJACENT CABINET TO PROVIDE CONSISTENT COUNTERTOP OVERHANG2' - 0"c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:42 PM3/8" = 1'-0"4/3/20AuthorENLARGED KITCHEN PLANS &ELEVATIONSA4.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPE B & C KITCHEND13/8" = 1'-0"UNIT TYPE A, D, & E KITCHENB13/8" = 1'-0"A, D, & E KITCHEN - EASTA33/8" = 1'-0"A, D, & E KITCHEN - WEST AT ISLANDB23/8" = 1'-0"A, D, & E KITCHEN - EAST AT ISLANDB43/8" = 1'-0"B & C KITCHEN - SOUTHC23/8" = 1'-0"B & C KITCHEN - WESTC43/8" = 1'-0"B & C KITCHEN - NORTHD23/8" = 1'-0"B & C KITCHEN - EASTD43/8" = 1'-0"B & C KITCHEN - SOUTH AT PENISSULAD5Rev. No. Description Date3/8" = 1'-0"A, D & E KITCHEN - NORTHA23/8" = 1'-0"A, D, & E KITCHEN - SOUTHA4PWT-3 BACKSPLASH
NOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HEREA4.2C3C4C5C2A4.2D3D4D5D210' - 0"1' - 11"2' - 6 1/2"2' - 10"ALIGN10"9' - 0 1/2"3' - 1"3' - 0"3' - 10"5' - 1"4' - 0 1/2"1' - 6"NOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HEREA4.2B2B3B4B53' - 4 1/2"4' - 11"1' - 4 1/2"4' - 0"1' - 5"A4.2A5A4A3A2NOTE: UNIT TYPE D IS OPPOSITE HAND OF VIEW SHOWN HERE3' - 11"1' - 5"3' - 4 1/2"8' - 8 1/2"2' - 10 1/2"3' - 1"5' - 11 1/2"12" HAND TOWEL BARDOUBLE ROBE HOOK5' - 0"no space between door trim and adjacent wall? Trim shown is 3 1/2" wide. Need to discuss further as this will be typical detail at all doors.4' - 0"EQEQ2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.8"2' - 7"2' - 6"PWT-1ALIGN EDGE OF TILE WITHEDGE OF SHOWER PAN36" x 36" PRE-FORMEDSHOWER PAN21" DEEP VANITY WITHBACK AND SIDESPLASHESWOOD 1X BASEBOARDEND TILE AT FIRST FULLCOURSE ABOVE 72" HIGHGLASS SHOWERENCLOSURE72" GLASS SHOWERENCLOSURE WITHSWINGING DOOR.COORDINATE WITH TOWELBAR.PWT-136" x 36" PRE-FORMEDSHOWER PANWOOD 1X BASEBOARDTOILET TISSUE DISPENSER6"1' - 6"END TILE AT FIRST FULLCOURSE ABOVE 72" HIGHGLASS SHOWERENCLOSUREOUTLINE OF DOOR IN OPEN POSITIONPWT-136" x 36" PRE-FORMEDSHOWER PANALIGN EDGE OF TILE WITHEDGE OF SHOWER PANAWOOD 1X BASEBOARD24" TOWEL BAREND TILE AT FIRST FULLCOURSE ABOVE 72" HIGHGLASS SHOWERENCLOSUREEQEQ4' - 0"4' - 0"EQEQ12" HAND TOWEL BARWOOD 1X BASEBOARD2' - 7"8"4' - 0"2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.VANITY WITH 18" DEEPBASECABINETWOOD 1X BASEBOARDPWT-22' - 6"TOILET TISSUE DISPENSERWOOD 1X BASEBOARD1' - 6"3' - 4"WOOD 1X BASEBOARD4' - 0"1' - 0"1' - 6"3' - 0"OUTLINE OF DOOR IN OPEN POSITION24" DOUBLE TOWEL BARTOILET TISSUE DISPENSERWOOD 1X BASEBOARD4' - 0"6"EQEQPWT-124" TOWEL BARWOOD 1X BASEBOARDALIGN EDGE OF TILE WITHEDGE OF BATHTUBEND TILE AT FIRST FULLCOURSE ABOVE 6'8" AFFALIGN EDGE OF TILE WITHEDGE OF BATHTUB60" x 30" BATHTUB5' - 0"DOUBLE ROBE HOOKPWT-1END TILE AT FIRST FULLCOURSE ABOVE 6'8" AFF60" x 30" BATHTUB2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.21" DEEP VANITY WITHBACK AND SIDESPLASHESWOOD 1X BASEBOARDEND TILE AT FIRST FULLCOURSE ABOVE 6'8" AFFPWT-160" x 30" BATHTUBALIGN EDGE OF TILE WITHEDGE OF BATHTUBALIGN EDGE OF TILE WITHEDGE OF BATHTUBTOILET TISSUE DISPENSER3' - 0"2' - 7"8"4' - 0"EQEQWOOD 1X BASEBOARDTOILET TISSUE DISPENSER12" HAND TOWEL BARc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:44 PM3/8" = 1'-0"4/3/20AuthorENLARGED BATHROOMPLANS & ELEVATIONSUNIT TYPES A, D, & EA4.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPES A, D, & E SECOND FLOOR BATHSD13/8" = 1'-0"UNIT TYPES A, D, & E FIRST FLOOR BATHB13/8" = 1'-0"UNIT TYPES A, D, & E GROUND FLOOR BATHA1Rev. No. Description Date3/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - WESTA23/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - NORTHA33/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - EASTA43/8" = 1'-0"UNIT TYPES A, D & E BATH GROUND FLOOR - SOUTHA53/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - NORTHB33/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - EASTB43/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - SOUTHB53/8" = 1'-0"UNIT TYPES A, D & E BATH FIRST FLOOR - WESTB23/8" = 1'-0"UNIT TYPES A, D & E BATH SECOND FLOOR MASTER- EASTC43/8" = 1'-0"UNIT TYPES A, D & E BATH SECOND FLOOR MASTER- SOUTHC53/8" = 1'-0"UNIT TYPES A, D & E BATH SECOND FLOOR MASTER- WESTC23/8" = 1'-0"UNIT TYPES A, D & E BATH SECOND FLOOR MASTER- NORTHC33/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - WESTD23/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - NORTHD33/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - EASTD43/8" = 1'-0"UNIT TYPES A, D, & E BATH SECOND FLOOR - SOUTHD5need to sort out shower doors and tile -see email 4/3/20 10:44am
8"2' - 7"4' - 0"2' - 6"24" TOWEL BAR2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.21" DEEP VANITY WITHBACK AND SIDESPLASHESWOOD 1X BASEBOARDEQEQ4' - 0"12" HAND TOWEL BARWOOD 1X BASEBOARDEQEQ1' - 6"5' - 0"72" GLASS SHOWERENCLOSURE WITHSWINGING DOORPWT-1END TILE AT FIRST FULLCOURSE ABOVE 72" HIGHGLASS SHOWERENCLOSURE32" x 32" PRE-FORMEDSHOWER PANTOILET TISSUE DISPENSERDOUBLE ROBE HOOKWOOD 1X BASEBOARDPWT-1ALIGN EDGE OF TILE WITHEDGE OF SHOWER PANEND TILE AT FIRST FULLCOURSE ABOVE 72" HIGHGLASS SHOWERENCLOSURE72" GLASS SHOWERENCLOSURE WITHSWINGING DOORWOOD 1X BASEBOARD32" x 32" PRE-FORMEDSHOWER PANA4.3A4A3A2A5NOTE: UNIT TYPE C IS OPPOSITE HAND OF VIEW SHOWN HERE2' - 8 1/2"7' - 0"2' - 9"6' - 4 1/2"EQEQA4.3B5B2B3B4NOTE: UNIT TYPE C IS OPPOSITE HAND OF VIEW SHOWN HERE3' - 1"EQEQ2' - 6"8"2' - 7"2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.PWT-221" DEEP VANITY WITHBACK AND SIDESPLASHESFILLER PANELFILLER PANEL2' - 9"WOOD 1X BASEBOARD1' - 6"0"3' - 0"TOILET TISSUE DISPENSERWOOD 1X BASEBOARDEQEQ4' - 0"12" HAND TOWEL BARWOOD 1X BASEBOARDA4.3C4A4.3D4D3D2D5C3C2C5NOTE: UNIT TYPE C IS OPPOSITE HAND OF VIEW SHOWN HERE6' - 4 3/8"3' - 4 1/4"4' - 2 1/8"3' - 9 3/8"5' - 1"5' - 11 1/2"ALIGNREVISE ONCE STAIRS ARE NAILED DOWN. THESE DIMENSIONS ARE SUBSERVIENT TO THEM.3' - 6"4' - 0 1/2"EQEQ4' - 0"12" HAND TOWEL BARTOILET TISSUE DISPENSERWOOD 1X BASEBOARD8"2' - 7"3' - 0"END TILE AT FIRST FULLCOURSE ABOVE 6'8" AFF60" x 30" BATHTUBALIGN EDGE OF TILE WITHEDGE OF BATHTUBALIGN EDGE OF TILE WITHEDGE OF BATHTUBPWT-1WOOD 1X BASEBOARDTOILET TISSUE DISPENSER2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.21" DEEP VANITY WITHBACK AND SIDESPLASHESPWT-1END TILE AT FIRST FULLCOURSE ABOVE 6'8" AFF60" x 30" BATHTUB4' - 0"EQEQ12" HAND TOWEL BARWOOD 1X BASEBOARD5' - 0"EQEQDOUBLE ROBE HOOKTOILET TISSUE DISPENSER1' - 6"6"WOOD 1X BASEBOARDEQEQEQEQ1' - 0"4' - 0"12" HAND TOWEL BAR24" DOUBLE TOWEL BAR2' -0" X 3' -0" RECESSEDMEDICINE CABINET.COORDINATE ROUGHOPENING WITH PRODUCTSPECIFICATIONS.8"2' - 7"21" DEEP VANITY WITHBACK AND SIDESPLASHESFILLER PANELFILLER PANELFILLER PANEL2' - 3"1' - 3"2' - 3"1' - 0"4' - 0"END TILE AT FIRST FULLCOURSE ABOVE 6'8" AFFPWT-1DOUBLE ROBE HOOK24" TOWEL BARWOOD 1X BASEBOARDEQEQALIGN EDGE OF TILE WITHEDGE OF BATHTUBALIGN EDGE OF TILE WITHEDGE OF BATHTUB60" x 30" BATHTUBc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:47 PM3/8" = 1'-0"4/3/20AuthorENLARGED BATHROOMPLANS & ELEVATIONSUNITS TYPES B & CA4.310 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - EASTA43/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - SOUTHA53/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - WESTA23/8" = 1'-0"UNIT TYPES B & C BATH GROUND FLOOR - NORTHA33/8" = 1'-0"UNIT TYPES B & C GROUND FLOOR BATHA13/8" = 1'-0"UNIT TYPES B & D FIRST FLOOR BATHB13/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - WESTB23/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - NORTHB33/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - EASTB43/8" = 1'-0"UNIT TYPES B & C BATH FIRST FLOOR - SOUTHB53/8" = 1'-0"UNIT TYPE B & D SECOND FLOOR BATHSD13/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - SOUTHD53/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - WESTD23/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - NORTHD33/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - EASTC43/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - SOUTHC53/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - WESTC23/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR MASTER - NORTHC33/8" = 1'-0"UNIT TYPES B & C BATH SECOND FLOOR - EASTD4Rev. No. Description Dateneed to sort out shower doors and tile -see email 4/3/20 10:44am
A4.1A3A4.1A4A4.1A2c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:48 PM3/8" = 1'-0"4/3/20AuthorINTERIOR ELEVATIONSUNIT TYPES A, D, & E FIRSTFLOORA4.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date3/8" = 1'-0"UNIT TYPES A, D & E FIRST FLOOR - EASTA33/8" = 1'-0"UNIT TYPES A, D & E LIVING ROOM - SOUTHB13/8" = 1'-0"UNIT TYPES A & D FIRST FLOOR - WESTB33/8" = 1'-0"UNIT TYPES A, D & E LIVING ROOM - NORTHA13/8" = 1'-0"UNIT TYPES A, D & E DINING ROOM - SOUTHD33/8" = 1'-0"UNIT TYPES A, D & E DINING ROOM - NORTHD43/8" = 1'-0"UNIT TYPE E FIRST FLOOR - WESTC3
c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:48 PM3/8" = 1'-0"4/3/20AuthorINTERIOR ELEVATIONSUNIT TYPES A, D, & ESECOND FLOORA4.510 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date3/8" = 1'-0"UNIT TYPES A, D & E MASTER BEDROOM - EASTA33/8" = 1'-0"UNIT TYPES A, D & E MASTER BEDROOM - SOUTHA43/8" = 1'-0"UNIT TYPES A & D MASTER BEDROOM - WESTB33/8" = 1'-0"UNIT TYPES A, D & E MASTER BEDROOM - NORTHA23/8" = 1'-0"UNIT TYPE E MASTER BEDROOM - WESTB43/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - WESTC43/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - NORTHC13/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - EASTC23/8" = 1'-0"UNIT TYPES A, D & E BEDROOM - SOUTHC3
A4.1D4A4.1C4c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:50 PM3/8" = 1'-0"4/3/20AuthorINTERIOR ELEVATIONSUNIT TYPES B & CFIRST AND SECOND FLOORSA4.610 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date3/8" = 1'-0"UNIT TYPES B & C FIRST FLOOR - EASTA33/8" = 1'-0"UNIT TYPES B & C LIVING ROOM - SOUTHB13/8" = 1'-0"UNIT TYPES B & C FIRST FLOOR - WESTB23/8" = 1'-0"UNIT TYPES B & C LIVING ROOM - NORTHA13/8" = 1'-0"UNIT TYPES B & C DINING ROOM - NORTHB53/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - EASTC23/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - SOUTHC33/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - WESTC43/8" = 1'-0"UNIT TYPES B & C MASTER BEDROOM ROOM - NORTHC13/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - EASTD23/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - SOUTHD33/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - WESTD43/8" = 1'-0"UNIT TYPES B & C BEDROOM ROOM - NORTHD1
B3C3A5.1D3A5.1A3A5.1B2A5.1D2A5.1A4.5C3C1ALIGN ELEVATOR WALLS WITH GROUND FLOOR ELEVATOR WALLS. SEE D1/A5.1 FOR DIMENSIONS.C3A5.1D3A5.1A3A5.1B2A5.1D2A5.1C3A5.1D3A5.1B2A5.1D2A5.1ALIGN ELEVATOR WALLS WITH GROUND FLOOR ELEVATOR WALLS. SEE D1/A5.1 FOR DIMENSIONS.c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:51 PM3/8" = 1'-0"4/3/20AuthorSTAIR DETAILSA5.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/8" = 1'-0"FIRST FLOOR UNIT TYPES B & C STAIRC53/8" = 1'-0"SECOND FLOOR UNIT TYPES A, D, & E STAIRB13/8" = 1'-0"SECOND FLOOR UNIT TYPES B & C STAIRB53/8" = 1'-0"GROUND FLOOR UNIT TYPES A, D, & E STAIRD13/8" = 1'-0"GROUND FLOOR UNIT TYPES B & C STAIRD53/8" = 1'-0"FIRST FLOOR UNIT TYPES A, D, & E STAIRC13/8" = 1'-0"UNIT TYPES A, D, & E STAIR - WEST RUNB23/8" = 1'-0"UNIT TYPES A, D, & E STAIR - EAST RUND23/8" = 1'-0"UNIT TYPES B & C STAIR - NORTH/SOUTH RUND33/8" = 1'-0"UNIT TYPES B & C STAIR - EAST/WEST RUNC33/8" = 1'-0"SECOND FLOOR RISERS - UNIT TYPE "b" & "b*" STAIRA3Rev. No. Description Date
EGRND FLR -EAST2' -0"REINFORCED CONCRETEFOUNDATION WALLS ANDFOOTINGS -SEESTRUCTURAL DRAWINGSFOR DETAILSFIBERGLASS INSULATEDDOOR -SEE DOORSELEVATION AND SCHEDULESIDEWALK -SEE SITEIMPROVEMENTS DRAWINGS4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILSALUMINUM THRESHOLD SETON BEAD OF EXTERIORGRADE SEALANT4MIN.TYP.6"CONTINUOS SILL GASKETSET ON SEALANTCONTINUOUS JOINTSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILS4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2x6 PT WOOD SILL PLATESET ON TWO CONTINUOUSBEADS OF SEALANT3/4" SIDING VENT WITHINSECT SCREENFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIP1X10 POLY-ASH MUD BOARDPT'DCONTINUOUS METAL BASEWALL FLASHINGZIP SYSTEM TAPE OVERADHESIVE BACKEDFLASHINGCONTINUOS Z FLASHINGSTARTER STRIPDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-224FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIPZIP R WALL SHEATHING, R-6LAMINATED VENEERLUMBER -SEE STRUCTURALDRAWINGS2X6 WOOD TOP PLATE2X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-225/8"GWB PT'DCONTINUOUS JOINTSEALANT1X4 WOOD FURRING STRIPNEW GWB CEILING ON 1XFURRING, SHIM TO PROVIDELEVEL SURFACESHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILS3/4" T&G CDX PLYWOODSUBFLOORSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSCONTINUOUS JOINTSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSCLOSED CELL FOAM FLASHCOAT AT BAND JOIST47"DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'D2X6 WOOD BLOCKINGCORNER BEAD5/8"GWB PT'DCONTINUOUS JOINTSEALANT2X4 WOOD BLOCKINGCONTINUOUS JOINTSEALANTMARVIN ALL-ULTREXWINDOWS, SEE WINDOWSCHEDULE FOR DETAILSCONTINUOUS JOINTSEALANT1X6 WOOD BLOCKING1x POLY-ASH FASCIA BOARDPT'DCONTINUOUS METAL BASEWALL FLASHING1X4 WOOD FURRING STRIPSTARTER STRIP3/8"5 1/2"48 1/4"5 1/2"3/8"SOLID SURFACE WINDOW SILLCONTINUOUS SEALANT3/4" PLYWOOD2X6 WOOD BLOCKINGDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'DZIP R WALL SHEATHING, R-6FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE ORFIBER-CEMENT PANEL W/BATTEN AS INDICATED ONEXTERIOR ELEVATIONS1X6 WOOD BLOCKINGPOLY-ASH TRIM BOARD PT'DCONTINUOUS JOINTSEALANT1" FIBERGLASS FRAMEEXPANDERMARVIN ALL-ULTREXWINDOWS, SEE WINDOWSCHEDULE FOR DETAILS7"45/8"GWB PT'DZIP R WALL SHEATHING, R-62X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-221X4 WOOD FURRING STRIPFIBER-CEMENT CLAPBOARDW/ 5" EXPOSUREA1X4 WOOD FURRING STRIPZIP R WALL SHEATHING, R-6LAMINATED VENEERLUMBER -SEE STRUCTURALDRAWINGS2X6 WOOD TOP PLATE2X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-225/8"GWB PT'DCONTINUOUS JOINTSEALANTSCHEDULED FLOORING -SEE ROOM SCHEDULE FORDETAILSCONTINUOUS JOINTSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSSHOP-FABRICATED 14"DEEP WOOD FLOORTRUSSES, SEESTRUCTURAL DRAWINGSFOR DETAILSNEW GWB CEILING ON 1XFURRING, SHIM TO PROVIDELEVEL SURFACECLOSED CELL FOAM FLASHCOAT AT BAND JOISTICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.ROOFING MEMBRANE TURNUP TO WALL 16" MIN.3/4" PLYWOOD SHEATHING2X8 WOOD JOIST16" ICE AND WATER SHIELDMIN.8"J CHANNELQUARTER ROUND MOLDINGBEADBOARD PANELING1X4 WOOD FURRING STRIP1/4" 12"11 1/2"CONTINUOUS 2X3 PT WOODBLOCK CUT TO FITHOT AIR-WELDED ROOFINGFLASHING MEMBRANECONTINUOUS METAL DRIPEDGE2X8 FASCIA WOODBLOCKING1x POLY-ASH FASCIA BOARDPT'D5/4 POLY-ASH FASCIABOARD PT'D2X8 WOOD JOISTROOFING MEMBRANEICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.3/4" PLYWOOD SHEATHINGALUMINUM GUTTER5/4 POLY-ASH FASCIABOARD PT'DPOLY-ASH TRIM BOARD PT'DPOLY-ASH TRIM BOARD PT'DBEADBOARD PANELING1/2"1/2"ZIP R WALL SHEATHING, R-6FIBER-CEMENT PANEL W/BATTEN1X4 WOOD FURRING STRIPFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X8 POLY-ASH RABBETEDBELLY BOARD PT'D5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'DCONTINUOS Z FLASHINGDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-222X6 WOOD STUDS AT 16"O.C.5/8"GWB PT'D48 1/4"ZIP R WALL SHEATHING, R-61X4 WOOD FURRING STRIPFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE ORFIBER-CEMENT PANEL W/BATTEN AS INDICATED ONEXTERIOR ELEVATIONS1X6 WOOD BLOCKINGPOLY-ASH TRIM BOARD PT'DCONTINUOUS JOINTSEALANTMARVIN ALL-ULTREXWINDOWS, SEE WINDOWSCHEDULE FOR DETAILSCONTINUOUS JOINTSEALANTCONTINUOUS JOINTSEALANT5/8"GWB PT'D2X6 WOOD BLOCKING2X4 WOOD BLOCKINGDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-225/8"GWB PT'DCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5 1/2"3/8"7"c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:53 PMAs indicated4/3/20AuthorEXTERIOR DETAILSA5.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"THRESHOLD AT GROUID LEVEL EXTERIOR DOORD11 1/2" = 1'-0"TYPICAL TOP OF FOUNDATION WALLD21 1/2" = 1'-0"TYPICAL FLOOR/CEILING AT EXTERIOR WALLB2Rev. No. Description Date3" = 1'-0"TYPICAL WINDOW HEAD (JAMB SIMILAR)A43" = 1'-0"TYPICAL WINDOW SILLD41 1/2" = 1'-0"TYPICAL EXTERIOR WALLC21 1/2" = 1'-0"ROOF CONNECTION BETWEEN BUILDINGSC11 1/2" = 1'-0"CONNECTOR ROOF BETWEEN BUILDINGS - ROOF EDGESA11 1/2" = 1'-0"LAP SIDING TO BEAD BOARD TRANSITION DETAILA23" = 1'-0"TYPICAL WINDOW JAMB DETAILC4
41/8" 12"4' - 0"2' - 0"A5.3D33' - 7 3/16"7 9/16"A4A5.3A1A5.35 1/2"10"1X6 WOOD BLOCKING8"7 1/4"1"1 1/2"9 1/4"1/2"RAILING POSTEDGE OF DECK PROJECTION1x POLY-ASH FASCIA BOARDPT'DAIR SPACEPLYWOOD SHIMWRAPPED IN BUTYL TAPEROOFING MEMBRANECONTINUOUS METAL DRIPEDGEICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.1x POLY-ASH FASCIA BOARDPT'D3/4" PLYWOOD SHEATHING2X8 FASCIA WOODBLOCKING1/2"KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:4/3/2020 5:41:54 PMAs indicated4/3/20AuthorROOF AND BALCONY DETAILSA5.310 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"BALCONYA13" = 1'-0"BALCONY COLUMN PLAN DETAILD41 1/2" = 1'-0"BALCONY SECTION DETAILA43" = 1'-0"BALCONY EDGE SECTION DETAILD33" = 1'-0"BALCONY EDGE PLAN DETAILC3
D342' - 0"1' - 0"1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL2" H STUD AT 24" O.C.2x4 WOOD STUDS AT 16"O.C.AIR SPACE3" MINERAL WOOL BATTS5/8"GWB PT'D2X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22ZIP R WALL SHEATHING, R-6FIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIP7"7"5/4 POLY-ASH CORNERBOARD PT'D3" MINERAL WOOL BATTS5/4 POLY-ASH CORNERBOARD PT'DC47"2x4 WOOD STUDS AT 16"O.C.3" MINERAL WOOL BATTS5/8"GWB PT'D2X6 WOOD STUDS AT 16"O.C.CERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDERDENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22ZIP R WALL SHEATHING, R-62" RUNNER CHANNEL2" H STUD AT 24" O.C.1" GYPSUM LINER PANEL1" GYPSUM LINER PANELFIBER-CEMENT CLAPBOARDW/ 5" EXPOSURE1X4 WOOD FURRING STRIP2x4 WOOD STUDS AT 16"O.C.AIR SPACEAIR SPACE6"6"1' - 0"GROUND FLR INT1' -0"DGRND FLR -EAST2' -0"REINFORCED CONCRETEFOUNDATION WALLS ANDFOOTINGS -SEESTRUCTURAL DRAWINGSFOR DETAILS4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2" RIGID EPS INSULATIONUNDER SLAB AND DOWNINSIDE FACE OFFOUNDATION WALL2" RIGID EPS INSULATIONUNDER SLAB AND DOWNINSIDE FACE OFFOUNDATION WALLANCHOR BOLT -SEESTRUCTURAL DRAWINGSFOR SIZE & SPACINGCOMPRESSIBLE FILLER ANDSEALANTSCHEDULED BASE -SEEROOM SCHEDULE FORDETAILS5/8"GWB PT'D3" MINERAL WOOL BATTS1" GYPSUM LINER PANEL1" GYPSUM LINER PANELAIR SPACE3" MINERAL WOOL BATTS2" RUNNER CHANNEL SETONCONTINUOUS BEAD OFSEALANT2X4 WOOD SILL PLATESCHEDULED BASE -SEEROOM SCHEDULE FORDETAILSCOMPRESSIBLE FILLER ANDSEALANT4" CONCRETE SLAB ON 10MIL VAPOR BARRIER & 2"RIGID INSULATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2" RIGID EPS INSULATIONUNDER SLAB AND DOWNINSIDE FACE OFFOUNDATION WALLDT.O.W. EAST29' -10 3/8"VALLEY TRUSS CLIPSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS5/8" PLYWOOD SHEATHING1" GYPSUM LINER PANEL1" GYPSUM LINER PANELALUMINUM BREAKAWAYCLIP2X6 WOOD BLOCKINGCONTINUOUS FIRE BLOCKING MATERIALALUMINUM BREAKAWAYCLIPALUMINUM BREAKAWAYCLIPCONTINUOUS FIRE BLOCKING MATERIALSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS1X4 WOOD FURRING STRIP5/8"GWB PT'D5/8"GWB PT'D3" MINERAL WOOL BATTS2X4 WOOD TOP PLATEJ CHANNELCONTINUOUS JOINTSEALANT5/8"GWB PT'DD1" GYPSUM LINER PANELAIR SPACE2x4 WOOD STUDS AT 16"O.C.3" MINERAL WOOL BATTS5/8"GWB PT'D2x3 WOOD LEDGERSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSFIRECODE GYPSUM PANEL (EXTEND 4 FT FROM DEMISSING WALL)5/8" PLYWOOD SHEATHING30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSVENTED RIDGEBT.O.W. WEST27' -10 3/8"T.O.W. INT28' -10 3/8"1ST FLR EAST11' -5 3/8"D1ST FLR INT10' -5 3/8"CT.O.W. INT28' -10 3/8"1' - 0"6"6"AIR SPACE2x4 WOOD STUDS AT 16"O.C.3" MINERAL WOOL BATTS2X4 WOOD TOP PLATECONTINUOUS JOINTSEALANT5/8"GWB PT'D5/8"GWB PT'D2X4 WOOD TOP PLATESHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSALUMINUM BREAKAWAYCLIPCONTINUOUS FIRE BLOCKING MATERIAL1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL1" GYPSUM LINER PANEL1" GYPSUM LINER PANELALUMINUM BREAKAWAYCLIPE32X6 WOOD STUDS AT 16"O.C.DENSE PACK CELLULOSE INEXTERIOR WALL CAVITY,R-22ZIP R WALL SHEATHING, R-6ZIP SHEATHING TAPED ATALL JOINTS & INSTALLEDPER MANUFACTURER'SREQUIRMENTSFIBER-CEMENT PANEL W/BATTEN1X4 WOOD FURRING STRIPALUMINUM DOWNSPOUT5/4 POLY-ASH CORNERBOARD PT'DCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'D5 1/2"5 1/2"7"5/4 POLY-ASH CORNERBOARD PT'Dc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:41:56 PM1 1/2" = 1'-0"4/3/20AuthorDETAILS AT PARTY WALLA5.410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"PLAN DETAIL - S. WALL - OFFSET CORNER GRIDLINE D 3-4D11 1/2" = 1'-0"PLAN DETAIL - S. WALL - OFFSET CORNER GRIDLINE D xxD21 1/2" = 1'-0"TOP OF FOUNDATION WALL AT PARTY WALLC41 1/2" = 1'-0"UNDERSIDE OF TRUSS AT PARTY WALLB41 1/2" = 1'-0"ROOF AT PARTY WALLB21 1/2" = 1'-0"LOW TO MIDDLE CEIILING AT PARTYWALLB11 1/2" = 1'-0"FLOOR OFFSET AT PARTY WALLC11 1/2" = 1'-0"CEILING AT PARTY WALL - NO HEIGHT TRANSITIONC2Rev. No. Description Date1 Revision 1 Date 11 1/2" = 1'-0"TYPICAL CORNER DETAIL AT BOARD AND BATTEN SIDINGD4
ET.O.W. EAST29' -10 3/8"1' - 4"1/2"TRUSS HEEL HIGH1' - 9 1/8"FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.TRUSS TOP CHORDEXTENSION WITH PLUMBCUT -SEE STRUCTURALDRAWINGSCONTINUOUS METAL DRIPEDGEALUMINUM GUTTER5/4 POLY-ASH FASCIABOARD PT'D2X FASCIA WOOD BLOCKING2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANEL5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'D5/8"GWB PT'DJ CHANNELCONTINUOUS JOINTSEALANTCONTINUOUS 6" PLYWOODSTRIP TO SEAL WALL AIRBARRIERCLOSED CELL FLASH COAT@ CEILING W/ 18" LOOSECELLULOSE ABOVESHOP-FABRICATED WOODTRUSSES WITH 18" RAISEDHEEL. SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSACCUVENT VINYL SOFFITBAFFLE -SIZED FOR TRUSSSPACING & HEEL HEIGHTCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER12" 12"5/8" PLYWOOD SHEATHING9 1/4"NEW GWB CEILING ON 1XFURRING, SHIM TO PROVIDELEVEL SURFACE2T.O.W. WEST27' -10 3/8"1' - 4"1/2"9 1/4"5 5/8" 12"FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTSICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.5/8" PLYWOOD SHEATHINGCONTINUOUS METAL DRIPEDGEALUMINUM GUTTER5/4 POLY-ASH FASCIABOARD PT'D2X8 FASCIA WOODBLOCKING2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANEL5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'D1' - 2 1/2"FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS2x6 WOOD RAFTERCLOSED CELL FLASH COAT@ CEILING W/ LOOSECELLULOSE ABOVE5/8"GWB PT'DJ CHANNELCONTINUOUS JOINTSEALANT5/8"GWB PT'D2T.O.W. INT28' -10 3/8"1' - 4"TRUSS HEEL HIGH1' - 7 19/32"1/2"FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.CONTINUOUS METAL DRIPEDGEALUMINUM GUTTER5/8" PLYWOOD SHEATHING5/4 POLY-ASH FASCIABOARD PT'D2X FASCIA WOOD BLOCKINGCONTINUOUS JOINTSEALANT2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANEL5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'D7 5/8"SHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSACCUVENT VINYL SOFFITBAFFLE -SIZED FOR TRUSSSPACING & HEEL HEIGHTCLOSED CELL FLASH COAT@ CEILING W/ 18" LOOSECELLULOSE ABOVECONTINUOUS 6" PLYWOODSTRIP TO SEAL WALL AIRBARRIERJ CHANNELCONTINUOUS JOINTSEALANTCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER3 1/8" 12"3FIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.5/8" PLYWOOD SHEATHINGICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.1' - 4"CONTINUOUS METAL DRIPEDGE1x POLY-ASH FASCIA BOARDPT'D5/4 POLY-ASH FASCIABOARD PT'D2X FASCIA WOOD BLOCKINGCONTINUOUS JOINTSEALANTFIBER-CEMENTPERFORATED SOFFITPANELCONTINUOUS JOINTSEALANT5/4 POLY-ASH RABBETEDFRIEZE BOARD PT'DFIBER-CEMENT PANEL W/BATTEN1/2" ZIP SHEATHINGSHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILS2X4 SOFFIT FURRING2X4 WOOD FURRING STRIP4T.O.W. INT28' -10 3/8"9 1/4"1/2"1' - 4"1' - 8 5/16"5 5/8" 12"SHOP-FABRICATED WOODTRUSSES SIZED TOACCOMMODATE FUTURESOLAR PANELINSTALLATION -SEESTRUCTURAL DRAWINGSFOR DETAILSACCUVENT VINYL SOFFITBAFFLE -SIZED FOR TRUSSSPACING & HEEL HEIGHTCLOSED CELL FLASH COAT@ CEILING W/ 18" LOOSECELLULOSE ABOVECONTINUOUS 6" PLYWOODSTRIP TO SEAL WALL AIRBARRIERJ CHANNELCONTINUOUS JOINTSEALANTCERTAINTEED "MEMBRAIN"CONTINUOUS AIR BARRIER& SMART VAPOR RETARDER5/8"GWB PT'DFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION AND TYPESOF UNDERLAYMENTS30# ROOFING FELT, VERIFYCOMPATIBILITY W/ SHINGLEMANUF.ICE AND WATER SHIELD -PROVIDE COMPLETEROOFING SHEATHINGCOVERING-TURN UPTOPWALL 16" MIN.5/8" PLYWOOD SHEATHINGCONTINUOUS METAL DRIPEDGEALUMINUM GUTTER1x POLY-ASH FASCIA BOARDPT'D2X FASCIA WOOD BLOCKING2X4 SOFFIT FURRINGFIBER-CEMENTPERFORATED SOFFITPANELKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:4/3/2020 5:41:57 PM1 1/2" = 1'-0"4/3/20AuthorROOF DETAILSA5.510 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541 1/2" = 1'-0"EAVE AT END UNITSD41 1/2" = 1'-0"LOW ROOF EAVEA41 1/2" = 1'-0"EAVE AT LOW SLOPE ROOFC41 1/2" = 1'-0"RAKEC31 1/2" = 1'-0"TYPICAL EAVED3
GRND FLR -WEST0"CKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:4/3/2020 5:41:57 PM1 1/2" = 1'-0"4/3/20AuthorEXTERIOR DETAILSA5.610 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054
B15' - 8"5' - 2"4"3"4"3"4' - 3"4"5' - 0"4"A5.7C43" X 1 1/2" POWDER COATEDALUMINUM TUBE5" THICK CAST IN PLACDE CONCRETE STOOP1 1/2"1 1/2"3' - 0"3"3' - 6"5' - 2" WEST ELEVATION5' - 0"3' - 6"3"4' - 9"A5.7B3A5.7A3A5.7B43" X 3" POWDER COATEDALUMINUM TUBE WITH TOPAND BOTTOM WELDEDALUMINUM CAP1"X1" POWDER COATEDALUMINUM FLAT BAR1"X1" POWDER COATEDALUMINUM FLAT BAR3" X 1 1/2" POWDER COATEDALUMINUM TUBE7" MIN.1"1"1"3"3" X 3" POWDER COATEDALUMINUM TUBE WITH TOPAND BOTTOM WELDEDALUMINUM CAP1"X1" POWDER COATEDALUMINUM FLAT BARCONTINUOUS JOINTSEALANTNON-SHRINK EPOXY GROUT1 1/2"1 1/2"3"3" X 1 1/2" POWDER COATEDALUMINUM TUBE1"X1" POWDER COATEDALUMINUM FLAT BAR3" X 3" POWDER COATEDALUMINUM TUBE WITH TOPAND BOTTOM WELDEDALUMINUM CAP1"7" MIN.1 1/2"3" X 1 1/2" POWDER COATEDALUMINUM TUBECONTINUOUS JOINTSEALANTNON-SHRINK EPOXY GROUT4" CONCRETE CORE1"X1" POWDER COATED ALUMINUM BARCONTINUOUS EXTERIOR GRADE SEALANTNON -SHRINK EPOXY GROUT6" CONCRETE CORE3"X1 1/2" POWDER COATED ALUMINUM TUBE11/4" : 12".PRECAST FROST WALL5" REINFORCED CONCRETESTOOP3"2' - 4 1/2"5' - 2"4' - 0"8"3" X 3" POWDER COATEDALUMINUM TUBE WITH TOPAND BOTTOM WELDEDALUMINUM CAP1"X1" POWDER COATEDALUMINUM FLAT BAR3" X 1 1/2" POWDER COATEDALUMINUM TUBE1/2" EPS SLAB THERMALBREAK2" RIGID EPS INSULATIONUNDER SLAB AND DOWNINSIDE FACE OFFOUNDATION WALLREINFORCED CONCRETEFOUNDATION WALLS ANDFOOTINGS -SEESTRUCTURAL DRAWINGSFOR DETAILSALUMINUM THRESHOLD SETON BEAD OF EXTERIORGRADE SEALANTc Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:42:05 PMAs indicated4/3/20AuthorEXTERIOR DETAILSA5.710 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date1" = 1'-0"HANDRAIL AT UNIT B2 STOOP (UNIT B3 O.H.)D41 1/2" = 1'-0"STOOP RAILING ELEVATIONC43" = 1'-0"STOOP RAILING POST BASE PLAN DETAILB33" = 1'-0"STOOP RAILINGPOST HANDRAIL CONNECTIONA33" = 1'-0"STOOP RAILING HANDRAIL TERMINATIONB43" = 1'-0"HANDRAIL POST BASE AT STOOP PLAN DETAILA43/4" = 1'-0"UNIT B2 STOOP SECTION DETAILD1
ACBFIBERGLASS INSULATED EXTERIORFIBERGLASS INSULATED EXTERIOR HINGED PATIO DOOREFLUSH 2 PANELWOOD DOORFINISH TBDFIBERGLASS INSULATED EXTERIORFDOUBLE FLUSH 2 PANELWOOD DOORFINISH TBDGPOCKETFLUSH 2 PANELWOOD DOORFINISH TBDHFIBERGLASS OVERHEAD DOORIFIBERGLASS OVERHEAD DOORDFIBERGLASSINSULATEDDOORA2' - 6"B & B*CDE & E*FGHIFCA30204' - 6"2' - 6"2' - 6"4' - 0"2' - 0"1' - 6"2' - 0"3' - 0"2' - 0"2' - 0"2' - 0"1' - 6"4' - 6"IIFCA2626IFCA2640IFCA2616IFCA2636IFCA2616IFCA2616IFCA2646IFCA2616VARIES - SEE ELEVSVARIES - SEE ELEVS2' - 6"2' - 6"2' - 6"1' - 6"IFCA50362' - 6"5' - 0"2' - 6"10' - 0"2' - 6"2' - 6"2' - 6"2' - 6"3' - 6"1' - 6"7' - 6"2' - 6"5' - 0"2' - 6"10' - 0"2' - 6"2' - 6"2' - 6"2' - 6"IFCA50467' - 6"2' - 6"2' - 6"2' - 6"7' - 6"IFCA2636IFCA50365' - 0"2' - 6"3' - 6"5' - 0"2' - 6"IFCA2636IFCA50364' - 6"IFCA2646IFCA5046IFCA3020IFCA60206' - 0"3' - 0"9' - 0"VARIES - SEE ELEVS2' - 0"E* IS O.H.B* IS O.H.c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:42:06 PMAs indicated4/3/20AuthorDOOR & WINDOWSCHEDULESA6.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054DOOR SCHEDULE FOR UNIT TYPE A, D & ENUMBER TYPEDOOR MISCCOMMENTSWIDTH HEIGHT RATING HARDWARE001A K 18' - 0" 7' - 0" N/A ENTRY GARAGE DOOR002A E 3' - 0" 6' - 8" 20 MINUTE ENTRY ENTRY DOOR FROM GARAGE003A E 2' - 10" 6' - 8" N/A PRIVACY OPTION - BEDROOM DOOR004A E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSET DOOR005A E 2' - 6" 6' - 8" N/A PASSAGE CLOSET DOOR006A E 2' - 10" 6' - 8" N/A PRIVACY OPTION - BATHROOM DOOR007A F 4' - 0" 6' - 8" N/A PASSAGE OPTION - CLOSET DOOR009A A 3' - 0" 7' - 0" N/A ENTRY SIDE ENTRY DOOR010A C 6' - 0" 7' - 0" N/A ENTRY REAR ENTRY DOOR011A D 2' - 6" 7' - 0" 20 MINUTE PASSAGE101A C 6' - 0" 7' - 0" N/A ENTRY ENTRY DOOR TO DECK104A E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSET DOOR105A E 2' - 6" 6' - 8" N/A PRIVACY BATHROOM DOOR106A E 2' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR201A E 2' - 10" 6' - 8" N/A PRIVACY BEDROOM DOOR202A G 3' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR203A G 3' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR204A E 2' - 10" 6' - 8" N/A PRIVACY BATHROOM DOOR206A E 3' - 0" 6' - 8" N/A PASSAGE LAUNDRY DOOR207A E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSET DOOR208A E 2' - 10" 6' - 8" N/A PRIVACY BEDROOM DOOR209A E 2' - 6" 6' - 8" N/A PASSAGE CLOSET DOOR210A E 2' - 10" 6' - 8" N/A PRIVACY BATHROOM DOOR211A E 1' - 6" 6' - 8" N/A PASSAGE CLOSET DOOR1/4" = 1'-0"DOOR LEGEND3/8" = 1'-0"WINDOW LEGENDRev. No. Description DateDOOR SCHEDULE FOR UNIT TYPE B & CNUMBER TYPEDOOR MISCCOMMENTSWIDTH HEIGHT RATING HARDWARE001B L 9' - 0" 7' - 0" N/A GARAGEDOOR002B A 3' - 0" 7' - 0" N/A ENTRY FRONT ENTRY DOOR003B E 3' - 0" 6' - 8" N/A PASSAGE PASSAGE DOOR FROM ENTRY004B E 3' - 0" 6' - 8" 20 MINUTE ENTRY ENTRY DOOR FROM GARAGE005B E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSET DOOR006B E 3' - 0" 6' - 8" N/A PRIVACY OPTION - BEDROOM DOOR007B D 2' - 8" 7' - 0" N/A PASSAGE OPTION - CLOSET DOOR008B G 3' - 0" 6' - 8" N/A PRIVACY OPTION - BATHROOM DOOR009B C 6' - 0" 7' - 0" N/A ENTRY REAR ENTRY DOOR010B D 2' - 6" 7' - 0" 20 MINUTE PASSAGE WATER HEATER011B E 3' - 0" 6' - 8"101B B 3' - 0" 7' - 0" N/A ENTRY ENTRY DOOR TO DECK104B E 3' - 0" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSET DOOR105B E 2' - 10" 6' - 8" N/A PRIVACY BATHROOM DOOR201B E 2' - 10" 6' - 8" N/A PRIVACY BEDROOM DOOR202B G 3' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR203B F 5' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR204B G 3' - 0" 6' - 8" N/A PRIVACY BATHROOM DOOR205B E 2' - 10" 6' - 8" N/A PRIVACY BEDROOM DOOR206B E 3' - 0" 6' - 8" N/A PASSAGE LAUNDRY DOOR208B E 2' - 10" 6' - 8" N/A PASSAGE OPTION - ELEVATOR / CLOSET DOOR209B F 5' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR210B E 2' - 10" 6' - 8" N/A PRIVACY BATHROOM DOOR211B E 2' - 0" 6' - 8" N/A PASSAGE CLOSET DOOR
c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:42:06 PM4/3/20AuthorSCHEDULES, CONT.A6.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description DateROOM SCHEDULE - UNITS A, D & EROOM FLOOR BASE TRIM WALLS CEILINGSCOMMENTSNUMBER NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH001A GARAGE CONCRETE SEALED N/A WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3002A HALL LUXURY VINYL PLANK LVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3003A FLEX SPACE LUXURY VINYL PLANKLVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE004A ELEV / CL. LUXURY VINYL PLANK LVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3005A CL. LUXURY VINYL PLANK LVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3006A BATHROOM PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-1 GWB-PAINTEDPNT-3 ALT. SPACE, PWT-1 WALL TILE IN SHOWER, FULL HEIGHT007A CLOSET LUXURY VINYL PLANK LVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE011A ELEV. CL.101A LIVING ROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT ON NORTH OR SOUTH NON-WINDOW WALL102A KITCHEN PORCELAIN FLOOR TILE PFT-2 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-3 GWB-PAINTED PNT-3 PWT-3 BACKSPLASH103A DINING WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT WALL TBD104A ELEV / CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3105A W.C. PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-2 GWB-PAINTED PNT-3 PWT-2 ON SINK WALL, FULL HEIGHT106A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3201A M. BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT AT BED WALL202A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3203A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3204A M. BATHROOM PORCELAIN FLOOR TILE PFT-3 N/A WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-4 GWB-PAINTED PNT-3 PWT-4 IN SHOWER FULL HEIGHT AND WAINSCOT IN REMAINDER OF ROOM205A HALL WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3206A LAUNDRY LINOLEUM SHEET FLOOR LSF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3207A ELEV. / CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3208A BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT AT BED WALL209A CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3210A BATHROOM PORCELAIN FLOOR TILE PFT-3 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-1 GWB-PAINTEDPNT-3 PWT-1 WALL TILE IN SHOWER, FULL HEIGHT211A LINEN WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3ROOM SCHEDULE - UNITS B & CROOM FLOOR BASE TRIM WALLS CEILINGSCOMMENTSNUMBER NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH001B GARAGE CONCRETE SEALED N/A WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3002B ENTRY PORCELAIN FLOOR TILE PFT-4 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3003B HALL LUXURY VINYL PLANK LVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3005B ELEV / CL. LUXURY VINYL PLANK LVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3006B FLEX SPACE LUXURY VINYL PLANKLVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE007B CLOSET LUXURY VINYL PLANK LVP-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3 ALT. SPACE008B BATHROOM PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-1 GWB-PAINTEDPNT-3 ALT. SPACE, PWT-1 WALL TILE IN SHOWER, FULL HEIGHT011B ELEV. CL.101B LIVING ROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT ON SOFA WALL102B DINING WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT WALL TBD103B KITCHEN PORCELAIN FLOOR TILE PFT-2 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-3 GWB-PAINTED PNT-3 PWT-3 BACKSPLASH104B ELEV. / CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3105B W.C. PORCELAIN FLOOR TILE PFT-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-2 GWB-PAINTED PNT-3 PWT-2 ON SINK WALL, FULL HEIGHT201B M. BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT AT BED WALL202B CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3203B CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3204B M. BATH PORCELAIN FLOOR TILE PFT-3 N/A WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-4 GWB-PAINTED PNT-3 PWT-4 IN SHOWER FULL HEIGHT AND WAINSCOT IN REMAINDER OF ROOM205B HALL WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3206B LAUNDRY LINOLEUM SHEET FLOOR LSF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3207B ELEV. / CL. WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3208B BEDROOM WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1, 4 GWB-PAINTED PNT-3 PNT-4 ACCENT AT BED WALL209B CLOSET WOOD PLANK FLOORING WPF-1 WOOD-PAINTED PNT-2 WOOD-PAINTEDPNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3210B BATHROOM PORCELAIN FLOOR TILE PFT-3 WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED/ PORCELAIN WALL TILE PNT-1/ PWT-1 GWB-PAINTEDPNT-3 PWT-1 WALL TILE IN SHOWER, FULL HEIGHT211B LINEN WOOD PLANK FLOORING WPF-1WOOD-PAINTED PNT-2 WOOD-PAINTED PNT-2 GWB-PAINTED PNT-1 GWB-PAINTED PNT-3
AABBCCDDEE22113344c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:42:07 PM1/4" = 1'-0"4/3/20AuthorBLDG A & B -GROUND FLOORREFLECTED CEILING PLANA7.010 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Rev. No. Description Date1/4" = 1'-0"REFLECTED CEILING PLAN - BLDG A & B - GROUND FLOOR1
AABBCCDDEE22113344c Kuhn Riddle Architects, Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:ADBC1234512345ADBCNOT FOR CONSTRUCTION4/3/2020 5:42:08 PM1/4" = 1'-0"4/3/20AuthorBLDG A & B -FIRST FLOORREFLECTED CEILING PLANA7.110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"REFLECTED CEILING PLAN - BLDG A & B - FIRST FLOORA5Rev. No. Description Date
AABBCCDDEE22113344KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:4/3/2020 5:42:08 PM1/4" = 1'-0"4/3/20AuthorBLDG B -SECOND FLOORREFLECTED CEILING PLANA7.210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190541/4" = 1'-0"REFLECTED CLG PLAN - BLDG A & B - SECOND FLOORA5
ABCDE2134BLDG B - FIRE PROTECTION GROUND FLOOR PLAN1/4" = 1'-0"1DRAWING NOTES:1 12" ZONE VALVE WIRE TO FIRE ALARM1 12"-UP2FFFF22111122c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
03/13/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTNOT FOR CONSTRUCTION1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONGROUND FLOOR PLANFP1.0
BLDG B - FIRE PROTECTION FIRST FLOOR PLAN1/4" = 1'-0"AABBCCDDEE221133441DRAWING NOTES:1 12"FP-DN1 12"FP-UP2111122c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
03/13/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTNOT FOR CONSTRUCTION1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONFIRST FLOOR PLANFP1.1
BLDG B - FIRE PROTECTION SECOND FLOOR PLAN1/4" = 1'-0"AABBCCDDEE221133441DRAWING NOTES:1 12"FP-DN1111c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
03/13/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTNOT FOR CONSTRUCTION1/4" = 1'-0"JGSBLDG B - FIRE PROTECTIONSECOND FLOOR PLANFP1.2
ABCDE2134BLDG B - HVAC GROUND FLOOR PLAN1/4" = 1'-0"HP1WH1EH1CU1CU1CU1CU1EH1WH1WH1WH1HP1HP1HP1EH1EH1EH11DRAWING NOTES:6x3 EXHAUST AIR DUCT UP.8x8 EXHAUST AIR REGISTER - BALANCE FOR 40 CFM.6x3 SUPPLY AIR DUCT UP.8x8 CEILING DIFFUSER - BALANCE FOR 40 CFM.REFRIGERANT DISTRIBUTION BOX.1/2" L & 1/4" S & 31" CD UP.1" CD DN. TO 12" ABOVE FINISHED GRADE.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.2345111VD40 CFMVD40 CFM2286106COCO106CO77CO7733143436443CO866663CO77775567888c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
03/13/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTNOT FOR CONSTRUCTION1/4" = 1'-0"JGSBLDG B - HVACGROUND FLOOR PLANH1.0
BLDG B - HVAC FIRST FLOOR PLAN1/4" = 1'-0"AABBCCDDEE22113344HP1HP1HP1HP1EH1EH1HP1HP1HP1HP11DRAWING NOTES:6x3 EXHAUST AIR DUCT UP.8x4 EXHAUST AIR DUCT UP,6x3 EXHAUST AIR DUCT DN.10x4 WALL CAP.6x3 EXHAUST AIR DUCT UP & DN.6x3 SUPPLY AIR DUCT DN.8x4 SUPPLY AIR UP, 6x3 SUPPLY AIR DN.8x8 CEILING DIFFUSER - BALANCE FOR 40 CFM.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.1/2" L & 1/4" S & 3/4" CD DN.1/2" L & 1/4" S & 3/4" CD UP.1/2" L & 1/4" S & 3/4" CD UP & DN.6x3 SUPPLY AIR DUCT.234533334421VD40 CFMVD40 CFM1240 CFM40 CFMVDVD11COCO1181181188CO108CO108CO108CO1089678910119995772572676121212c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
03/13/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTNOT FOR CONSTRUCTION1/4" = 1'-0"JGSBLDG B - HVACFIRST FLOOR PLANH1.1
BLDG B - HVAC SECOND FLOOR PLAN1/4" = 1'-0"AABBCCDDEE221133441DRAWING NOTES:6x3 EXHAUST AIR DUCT DN.8x4 EXHAUST AIR DUCT DN.10x6 WALL CAP.6" DRYER EXHAUST WALL CAP.10x8 UP TO FRESH AIR INTAKE ROOF CAP.8x4 SUPPLY AIR DUCT DN.8x8 CEILING DIFFUSER - BALANCE FOR 80 CFM.1/2" L & 1/4" S & 3/4" CD RUN TO HP IN JOIST SPACE.1/2" L & 1/4" S & 3/4" CD DN.2345HP1HP1HP1HP1HP1HP1HP1HP1ERU1ERU1ERU1VDVDVDVDVD40 CFM40 CFM40 CFM40 CFMERU1VDVDVD40 CFM40 CFM8x4 DN.VDVD40 CFM40 CFM942433334114267555516(160 CFM)(160 CFM)(160 CFM)(160 CFM)677667CO1CO9898988CO98CO98CO98CO98789c Kuhn Riddle Architects,Inc.KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Date:Drawn By:Project:Scale:ADBC1234512345ADBCKeynotes/General Notes:1/24/2020 11:29:35 AM
03/13/2019054Rev. No.DescriptionDate10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT10 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENTNOT FOR CONSTRUCTION1/4" = 1'-0"JGSBLDG B - HVACSECOND FLOOR PLANH1.2