2020-06-12_20021 - Burts Meadow Permit Plan SetChecked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Landscape ArchitectureCivil EngineeringPlanningBerkshireGroupDesignDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.cBURT'S BOGCONSERVATION &LIMITED DEVELOPMENTPROJECTBURTS PIT ROADNORTHAMPTON, MASSACHUSETTS12/12/2019 - REV #1 STORMWATER MGMT7/23/2020 - REV #2 STORMWATER MGNTAND UTILITY REVISIONS8/3/2020 - REV #3 DPW COMMENTS8/10/2020 - REV #4 DPW COMMENT(Outlet Control Structure Detail)0402010 60C-3SEPTEMBER 9, 20191"=20'LMCMBDSITE PLANNOTES1. UTILITY SERVICES ARE SHOWN SCHEMATICALLY. ALL WATER SERVICE LINES SHALL BE LOCATED 10' (MIN.) FROM ALLSEWER SERVICE LINES. SPACING BETWEEN WATER SERVICE LINES MAY BE CLOSER THAN SHOWN HERE.2. SANITARY FORCE MAINS SHALL BE FED BY GRINDER PUMP DISCHARGE (E-ONE GRINDER PUMP OR EQUIVALENT).3. EACH NEW WATER SERVICE TAP SPLITS INTO INDIVIDUAL SERVICE LINES WITH INDIVIDUAL CURB STOPS AT THEPROPERTY LINE. INSTALLATION OF TAP, MANIFOLD AND CURB STOPS SHALL OCCUR AT ONE TIME. INDIVIDUALSERVICE LINES MAY BE CONNECTED TO THE CURB STOPS AT A LATER TIME.4. ALL UTILITY SERVICE CONNECTIONS SHALL BE CONSTRUCTED TO THE STANDARDS OF THE NORTHAMPTONDEPARTMENT OF PUBLIC WORKS.5. PROPOSED WATER SERVICE LINES ARE 1.5" DIAMETER. REDUCE TO 1" AT FOUNDATION WALL.6. SHEDS SHOWN SHALL BE CONSTRUCTED AT THE OPTION OF THE OWNER. SHED LOCATIONS ARE APPROXIMATE ANDMAY BE CHANGED.7. ALL AREAS DISTURBED FROM CONSTRUCTION ACTIVITY TO BE RAKED, SMOOTHED, FERTILIZED AND SEEDED WITHPERENNIAL TURF GRASSES UNLESS OTHER WISE NOTED .8. STORMWATER MANAGEMENT SHALLOW DETENTION AREAS SHALL BE CONSTRUCTED PRIOR TO DEVELOPMENT OFLOTS. DETENTION AREAS SHALL BE PROTECTED FROM CONSTRUCTION TRAFFIC AT ALL TIMES. EROSION CONTROLBARRIERS SHALL BE MAINTAINED AROUND THE DETENTION AREAS UNTIL THE TRIBUTARY DRAINAGE AREA HAS BEENSTABILIZED AND THE DETENTION AREA PLANTINGS HAVE ESTABLISHED A VIABLE STABLE VEGETATIVE COVER.9. BURTS PIT ROAD HAS RECENTLY BEEN PAVED AND IS LISTED ON THE NORTHAMPTON 5-YEAR MORATORIUM PAVINGLIST. IN ACCORDANCE WITH THE NORTHAMPTON TRENCH PERMIT POLICY, FULL WIDTH OVERLAY IS REQUIRED.EXISTING PAVEMENT SHALL BE MILLED TO RECEIVE 1.5" MINIMUM DEPTH OVERLAY OF TOP COURSE BITUMINOUSCONCRETE PAVEMENT.THE AREA SUBJECT TO OVERLAY SHALL EXTEND AT LEAST 20 FEET IN ALL DIRECTIONS FROMTHE LIMITS OF EXCAVATION OR AS DETERMINED BY THE NORTHAMPTON DPW DIRECTOR.9' +- 82' +- 48' +- 64' +- 56' 17'35' 62' 54' 21' 60' 27' #797 A&B#793 A&B#775 A&B
BURT'S PIT RDWOODS RDEMERSON WAYFLORENCE RDPLATINUM CIR213KUHN 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:Final Review SetNot For Construction6/29/2020 6:05:44 PM1/16" = 1'-0"06/12/2020COVER SHEETG1.0Florence, MABurt's Meadow Duplexes20021ARCHITECTKUHN RIDDLE ARCHITECTS28 Amity St #2b Amherst, MA 01002413.259.1630AFFORDABLE HOUSING -NORTHAMPTON, MADRAWING LISTSHEETNUMBERSHEET NAMEA2.2 EXTERIOR ELEVATIONS - BUILDING 1 & 3A3.1 SECTION / ROOF PLANA5.1 CONSTRUCTION DETAILSE1.1 LIGHTNING PLAN - BUILDING 2E1.2 LIGHTING PLAN - BUILDING 1 & 3DRAWING LISTSHEETNUMBERSHEET NAMEG1.0 COVER SHEETS1.1 FOUNDATION, SECOND FLOOR AND ROOF FRAMINGPLAN - BUILDING 2S1.2 FOUNDATION, SECOND FLOOR AND ROOF FRAMINGPLAN - BUILDING 1 & 3A1.1 FLOOR PLANS & SCHEDULES - BUILDING 2A1.2 FLOOR PLANS AND SCHEDULES - BUILDING 1 & 3A2.1 EXTERIOR ELEVATIONS - BUILDING 2OWNERHAMPSHIRE PROPERTY MANAGEMENT150 MAIN STREET-THIRD FLOORNORTHAMPTON, MA 01060413.582.9970CONSTRUCTION MANAGERFCM SMART BUILD103 Ryan RoadFlorence, MA 01062413.588.8975BURT'S MEADOW DUPLEXESAFFORDABLE HOUSINGBurt's Pit Road, Northampton, MABUILDING CODE REVIEW Prepared by Kuhn Riddle ArchitectsUpdated: June 12, 2020DESRIPTION OF WORKThis project consist in the new construction of three duplex buildings with six dwelling units total. The construction is wood framed, slab-on-grade. Each building comprises a single story 3 Bedroom unit of 900 GSF and two story 3 Bedroom unit of 1,224 GSF.Space Building Area:Aggregate Area of Buildings:+6,372 GSFTypical building area: 2,124 GSNumber of Stories= 2 (maximum allowable is 3 per R101.2) Wall Framing= WoodBuilding Height= 25 FT Largest Story Height= 10’-4”(maximum allowable is 11’–7”for wood wall framing per R301.3)Sprinklered= NOAPPLICABALE 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 duplexes for sale with no public or common facilities. FIRE RESISTANT CONSTRUCTIONDistance Between Buildings--Buildings are required to be separated by a minimum distance to avoid fire-resistance ratings at exterior walls: Per table R302.2(2), when no connection exists, the distance between buildings is required to be a minimum of 6 feet.Thedwellings are separted by a 1HR Fiire Rated wall.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 sf with 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.LOCUS MAP -APPROXIMATE SITE LOCATION
UP
1
AB
3
2
36' - 0"17' - 0"25' - 0"8' - 10"7' - 8"8' - 6"8' - 6"7' - 8"10"42' - 0"4' - 8"
4' - 8"
100' - 0"
99' - 4"
T.O.W.
T.O.SHELF
99' - 4"
T.O.SHELF
100' - 0"
100' - 0"
99' - 4"
100' - 0"
100' - 4"100' - 4"
101' - 0"
101' - 0"
100' - 4"
101' - 0"
98' - 10"
99' - 10"
STEM
5"
SHELF
3"STEM5"SHELF3"SHELF
3"
STEM
5"STEM5"SHELF5"STEM
5"
SHELF
3"STEM5"SHELF3"SHELF
3"
STEM
5"
T.O.W.
T.O.W.
T.O.W.
T.O.W.
T.O.W.
T.O.W.
T.O.W.
T.O.W.
T.O.SHELF
T.O.SHELF
T.O.SHELF T.O.SHELF
T.O.SHELF
101' - 0"4' - 0"4' - 0"
4' - 0"
4' - 0"4' - 0"4' - 0"
4" RIGID INSULATION AT 4 FT FROM PERIMETER
4" RIGID INSULATION AT PERIMETER
STEPPED FOUNDATION
2" RIGID INSULATION UNDER SLAB
2" RIGID INSULATION UNDER SLAB
1
AB
3
2
AT 16" O.C.
16" ENGINEERED WOOD I JOISTS
2X8 ROOF RAFTERS ASSEMBLY
3X6 T&G WOOD DECK
2X8 PT WOOD LEDGER
1
AB
3
2
AT 2' - 0" O.C.
ENGINEERED WOOD ROOF TRUSSES
2X8 ROOF RAFTERS ASSEMBLY
3X6 T&G WOOD DECK
2X8 PT WOOD LEDGER
FIRST FLOOR
100' -0"
2
REINFORCED CONCRETE
FOUNDATION WALLS AND
FOOTINGS
4" CONCRETE SLAB ON 10
MIL VAPOR BARRIER & 4" TO
2" RIGID INSULATION-SEE
S1.1
2x4 WOOD STUDS AT 16"
O.C.
5/8"GWB -TYPE "X" PT'D
2x4 WOOD STUDS AT 16"
O.C.
5/8"GWB -TYPE "X" PT'D
2"RIGID EPS THERMAL
BREAK WITH 3/4" P.T.
PLYWOOD FILLER
2"RIGID EPS THERMAL
BREAK WITH 3/4" P.T.
PLYWOOD FILLER1' - 0"4" CONCRETE SLAB ON 10
MIL VAPOR BARRIER & 4" TO
2" RIGID INSULATION-SEE
S1.1
2x4 WOOD STUDS AT 16"
O.C.
5/8"GWB -TYPE "X" PT'D
5"5"
10"
AT CHASE
AT CHASE
DENSE-PACK CELLULOSE
DENSE-PACK CELLULOSE
FIRST FLOOR
100' -0"
1
REINFORCED CONCRETE
FOUNDATION WALLS AND
FOOTINGSEXTEND SIDING1/2"CONTINUOS SILL GASKET
SET ON SEALANT
2X6 WOOD SILL PLATE
CONTINUOUS U SHAPE MTL
CLOSURE
VINYL STARTER STRIP
ZIP R WALL SHEATHING, R-6
VINYL SIDING
2x4 WOOD STUDS AT 16"
O.C.
DENSE PACK CELLULOSE IN
EXTERIOR WALL CAVITY,
R-22
CONTINUOUS JOINT
SEALANT
FINISH FLOOR AND BASE
4" CONCRETE SLAB ON 10
MIL VAPOR BARRIER & 4" TO
2" RIGID INSULATION-SEE
S1.1
CONTINUOUS AIR BARRIER
& SMART VAPOR RETARDER
5 1/2"MINIMUM8"2"RIGID EPS THERMAL
BREAK WITH 3/4" P.T.
PLYWOOD FILLER
4" RIGID EPS INSULATION -
EXTEND TO FOOTING AND
4FT FROM FOUNDATION
WALL PERIMATER
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 A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c 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:
Permit Set
6/12/2020 3:53:38 PMAs indicated
06/12/2020
FV
FOUNDATION, SECOND
FLOOR AND ROOF FRAMING
PLAN
S1.1
Florence, MA
Burt's Meadow Duplexes
20021
1/4" = 1'-0"
FOUNDATION PLANB3
1/8" = 1'-0"
LOW ROOF FRAMING PLAND1
1/8" = 1'-0"
HIGH ROOF FRAMING PLANA1
1.ENGINEERED WOOD TRUSS FRAMING PER
MANUFACTURER DESIGN SPECIFICATIONS.
2.ENGINEERED JOIST ROOF FRAMING PER
MANUFACTURER DESIGN SPECIFICATIONS.
3.ALL ROOF MEMBERS IN COMPLIANCE WITH THE
IRC.
1 1/2" = 1'-0"
DEMISING WALL BASE DETAILD3 1 1/2" = 1'-0"
TYPICAL FOUNDATION WALL DETAILD4
WH
WH UP
DWDWTYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G
2' - 6"4' - 6"4' - 6"2' - 6"
7' - 0"2' - 6"4' - 6"2' - 6"3' - 0"4' - 0"2' - 0"3' - 6"1' - 8"1' - 8"
3' - 4"5' - 0"2' - 0"3' - 0"3' - 0"
6' - 0"5' - 0"2' - 0"2' - 0"5' - 6"1' - 6"3' - 0"3' - 0"
6' - 0"
TYPE H
4' - 0"2' - 6"
6' - 6"3' - 6"4' - 0"VARIES FIRST FLOOR2' - 6"SECOND FLOORA2.1
A2.1
A2.1
A2.1 3
4
2
1
DINING
BEDROOM 2 BEDROOM 1
LIVING / DINING/KITCHENBEDROOM 3
KITCHEN
D3
A3.1
5' - 11 5/8"3' - 4"7' - 8"5' - 0 3/8"A3
A3.1
1
AB
3
2
4' - 8"8' - 6"10' - 0 3/8"4' - 11 5/8"6' - 0 3/8"9' - 11 5/8"9' - 8"42' - 0"3' - 4"5' - 7 5/8"7' - 7 3/8"6' - 6 5/8"16' - 2 3/8"
36' - 0"
11' - 4"4' - 0"20' - 8"3' - 1"5' - 9 3/8"14' - 11 1/4"7' - 7 3/8"9' - 2 3/8"42' - 0"5' - 1 3/8"8' - 4 5/8"5' - 2"17' - 4"
11' - 6"4' - 0"20' - 6"
36' - 0"
10' - 6"12' - 11"11' - 8"2' - 9"3' - 1"9' - 10"2' - 7"3' - 6"2' - 4"12' - 5"4' - 7"2' - 5"3' - 6"3' - 11"3' - 6"3' - 3"2' - 4"5' - 1"2' - 10"3' - 8"
10' - 6"2' - 5"8' - 3"2' - 5"11' - 6"
001A
002B
001B
002A
003B
007A
005A
006A
010A
013A012A
011A
009A
G
H
003A
004A
008A
004B
005B
E
E
B
B B
B
C
A
A
4' - 5 5/8"5' - 1"6' - 0"10' - 7"3' - 1"6' - 6"
LIVING
STONE STEP
STONE STEP
17' - 0"25' - 0"UTILITY
UTILITY
E.P.
E.P.
A3
A3.1
Sim
BATHROOM
WC
BUILT IN
BENCH
LINENS CONCRETE
SLAB
PORCH
-1 1/2" L.P.
CONCRETE
SLAB
PORCH
-1 1/2" L.P.
12' - 4"3' - 0"BASE CABINET2' - 0"7' - 0"13' - 11 1/2"12' - 11 1/2"3' - 2"10"9' - 4 1/2"3' - 1"2' - 5"9' - 3"2' - 6 1/2"10' - 5"3' - 2"10"5' - 10 1/2"2' - 2"10"5' - 10 1/2"UPPER
CABINETS, TYP.
BASE AND UPPER
CABINETS
UPPER
CABINETS, TYP.
3' - 10"3' - 7"RANGE HOOD
RANGE
HOOD
A2.1
A2.1
A2.1
A2.1 3
4
2
1
BEDROOM 1BEDROOM 2BEDROOM 3
BATHROOM
D3
A3.1
1' - 7"A3
A3.1
1
AB
3
2
HALL204B
203B
207B
206B
202B
201B
205B 12' - 11 1/2"9' - 2"3' - 9 1/2"3' - 6"3' - 6"12' - 2"2' - 5"10' - 4 1/2"10' - 1 1/2"
8' - 10"3' - 0"9' - 9"3' - 8"5' - 0"4' - 10"4' - 11 5/8"7' - 4 3/8"4' - 8"5' - 4 3/8"11' - 7 5/8"17' - 0"7' - 2 3/8"10' - 11 1/4"12' - 10 3/4"4' - 11 5/8"
36' - 0"
H
BBB
F
D
25' - 0"42' - 0"A3
A3.1
Sim
LINEN
DIAGRAMMATIC PV ARRAY AREA6' - 11 1/2"3' - 2"3' - 2"LAUNDRY
B
A4
A5.1
A CB
SINGLE INTERIOR
WOOD
SINGLE EXTERIOR
INSULATED
DOUBLE INTERIOR
WOOD
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 A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c 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:
Permit Set
6/12/2020 3:53:32 PM1/4" = 1'-0"
06/12/2020
cwr4
FLOOR PLANS & SCHEDULES
A1.1
Florence, MA
Burt's Meadow Duplexes
20021
1/4" = 1'-0"
WINDOW TYPES
1/4" = 1'-0"
FIRST FLOORA31/4" = 1'-0"
SECOND FLOORA1
DOOR SCHEDULE
NUMBER TYPE
DOOR COMMENTSMATERIAL WIDTH HEIGHT THICKNESS
001A A WD 3' - 0" 6' - 8" 1 3/4" FULL LITE INSULATED EXTERIOR DOOR
001B A WD 3' - 0" 6' - 8" 1 3/4" FULL LITE INSULATED EXTERIOR DOOR
002A A WD 3' - 0" 6' - 8" 1 3/4" FULL LITE INSULATED EXTERIOR DOOR
002B A WD 3' - 0" 6' - 8" 1 3/4" FULL LITE INSULATED EXTERIOR DOOR
003A B WD 2' - 6" 6' - 8" 1 3/8"
003B B WD 2' - 4" 6' - 6" 1 3/8"
004A B WD 2' - 4" 6' - 6" 1 3/8"
004B B WD 2' - 4" 6' - 6" 1 3/8"
005A B WD 2' - 6" 6' - 8" 1 3/8"
005B B WD 2' - 6" 6' - 8" 1 3/8"
006A C WD 5' - 0" 6' - 8" 1 3/8"
007A B WD 2' - 6" 6' - 8" 1 3/8"
010A B WD 2' - 6" 6' - 8" 1 3/8"
011A B WD 2' - 4" 6' - 8" 1 3/8"
012A C WD 4' - 0" 6' - 8" 1 3/4"
013A B WD 2' - 6" 6' - 8" 1 3/8"
201B B WD 2' - 6" 6' - 8" 1 3/8"
202B B WD 2' - 6" 6' - 8" 1 3/8"
203B B WD 2' - 6" 6' - 8" 1 3/8"
204B B WD 2' - 6" 6' - 8" 1 3/8"
205B B WD 1' - 8" 6' - 8" 1 3/8"
206B B WD 2' - 6" 6' - 8" 1 3/8"
207B B WD 2' - 6" 6' - 8" 1 3/8"
208B B WD 2' - 8" 6' - 8" 1 3/4"
1.ENTRY DOORS TO BE SINGLE LITE. GLASS TO BE
TEMPERED.
2.ALL INTERIOR DOORS TO BE SOLID CORE BIRCH
VENEER SLAB WITH CLEAR POLYURETHANE
FINISH.
3.WINDOW DIMENSIONS ARE NOMINAL.
4.WINDOWS B.O.D. TO BE MARVIN ULTREX.
1/4" = 1'-0"
DOOR LEGEND
SECOND FLOOR110' -1 1/8"FIRST FLOOR100' -0"D3A3.1A3A3.1AB001AHB15' - 0 7/8"10' - 1 1/8"25' - 2"VINYL OUTSIDE CORNERPOSTINSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILSVINYL SIDINGFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION OFUNDERLAYMENTFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSVINYL OUTSIDE CORNERPOSTVINYL SIDINGFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION OFUNDERLAYMENTFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSSINGLE LITE INSULATEDDOOR -SEE DOORELEVATIONS ANDSCHEDULESECOND FLOOR110' -1 1/8"FIRST FLOOR100' -0"132GFDBBA5' - 2 3/16"11' - 2 9/32"8' - 9 17/32"25' - 2"INSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILSVINYL OUTSIDE CORNERPOSTVINYL SIDINGALUMINUM CLAD FASCIABOARDSFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSVINYL OUTSIDE CORNERPOSTINSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILSFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSALUMINUM CLAD FASCIABOARDSVINYL OUTSIDE CORNERPOSTINSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILSSECOND FLOOR110' -1 1/8"FIRST FLOOR100' -0"132001B002AHEEB15' - 0 7/8"10' - 1 1/8"25' - 2"FUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSALUMINUM CLAD FASCIABOARDSVINYL SIDINGFUTURE PHOTOVOLTAICARRAY AREA -SEE PVSUBCONTRACTORDRAWINGSALUMINUM CLAD FASCIABOARDSVINYL SIDINGINSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILS1X6 CEDAR WOOD SLATS AT6" O.C.-LAP JOINTSINSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILSINSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILSVINYL OUTSIDE CORNERPOSTVINYL OUTSIDE CORNERPOSTVINYL OUTSIDE CORNERPOSTSECOND FLOOR110' -1 1/8"FIRST FLOOR100' -0"D3A3.1A3A3.1AB002BCABBB10' - 1 1/8"15' - 0 7/8"25' - 2"ALUMINUM CLAD FASCIABOARDSVINYL OUTSIDE CORNERPOSTVINYL SIDINGFIBERGLASS REINFORCED30 YEAR ASPHALTSHINGLES -SEE ROOF PLANFOR LOCATION OFUNDERLAYMENT6x6 PT WOOD POST1X6 CEDAR WOOD SLATS AT6" O.C.-LAP JOINTSINSULATED WINDOWS -SEEWINDOW SCHEDULE FORDETAILSSINGLE LITE INSULATEDDOOR -SEE DOORELEVATIONS ANDSCHEDULEKUHN 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:Final Review SetNot For Construction6/24/2020 11:18:09 AM1/4" = 1'-0"06/12/2020cwr4EXTERIOR ELEVATIONS -BUILDING 2A2.1Florence, MABurt's Meadow Duplexes200211/4" = 1'-0"SouthB11/4" = 1'-0"WestB31/4" = 1'-0"EastD31/4" = 1'-0"NorthD11.MAINTAIN 8" CLEAR FROM FINISH GRADE TO TOP OF FIRST FLOOR SLAB AT ALL LOCATIONS.
D3
A3.1
3" / 12"3" / 12"3" / 12"A3
A3.1
1
AB
3
2HIGH ROOFLOW ROOFFIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
3'-0" ICE AND WATER
BARRIER AT ALL EAVES,
VALLEYS AND RAKES-TURN
UP 16" MINIMUM AT WALL
LOCATIONS
FUTURE PHOTOVOLTAIC
ARRAY AREA -SEE PV
SUBCONTRACTOR
DRAWINGS
FUTURE PHOTOVOLTAIC
ARRAY AREA -SEE PV
SUBCONTRACTOR
DRAWINGS
D4
A5.1 10" / 12"3" / 12"A3
A3.1
Sim
A4
A5.1
FOUNDATION PLAN
95' -6"
SECOND FLOOR
110' -1 1/8"
FIRST FLOOR
100' -0"8' - 1 1/8"3"
12"
3"
12"6"A5.1
C4
132
S1.1
D3
A5.1
D3
8' - 1 1/8"9' - 1 1/8"15' - 0 5/16"8' - 0"1' - 1 1/8"8' - 1 1/8"6' - 11 3/16"24' - 1 7/16"1' - 0"FUTURE PHOTOVOLTAIC
ARRAY AREA -SEE PV
SUBCONTRACTOR
DRAWINGS
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
INSULATED WINDOWS -SEE
WINDOW SCHEDULE FOR
DETAILS
REINFORCED CONCRETE
FOUNDATION WALLS AND
FOOTINGS
4" CONCRETE SLAB ON 10
MIL VAPOR BARRIER & 4" TO
2" RIGID INSULATION-SEE
S1.1
4" RIGID EPS INSULATION -
EXTEND TO FOOTING AND
4FT FROM FOUNDATION
WALL PERIMATER
4" RIGID EPS INSULATION -
EXTEND TO FOOTING AND
4FT FROM FOUNDATION
WALL PERIMATER
4" CONCRETE SLAB ON 10
MIL VAPOR BARRIER & 4" TO
2" RIGID INSULATION-SEE
S1.1
4" RIGID EPS INSULATION
INSIDE FACE OF
FOUNDATION WALL
FUTURE PHOTOVOLTAIC
ARRAY AREA -SEE PV
SUBCONTRACTOR
DRAWINGS
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
4" REINFORCED CONCRETE
STOOP
4" REINFORCED CONCRETE
STOOP
10"
12"
SLOPED CEILING AT
BEDROOM PROJECTION
CLOSED CELL FLASH COAT
@ CEILING W/ 18" LOOSE
CELLULOSE ABOVE
SHOP-FABRICATED WOOD
TRUSSES WITH TOP CHORD
EXTENSIONS SIZED TO
ACCOMMODATE FUTURE
SOLAR PANEL
INSTALLATION
A5.1
A2
1' - 2 3/4"3" MINERAL WOOL BATTS
CONTINUOUS
IN WALL CAVITY-AND
FIRE STOP BLOCKING
ASSEMBLY
3" MINERAL WOOL BATTS
FIRST FLOOR
100' -0"AT UNIT B6"1X6 CEDARD BOARS AT 6" O.C.6' - 11 1/2"6x6 PT WOOD POST
1X6 CEDAR WOOD SLATS AT
6" O.C.-LAP JOINTS
4" REINFORCED CONCRETE
STOOP
REINFORCED CONCRETE
FOUNDATION WALLS AND
FOOTINGS
SIMPSON CPTZ CONCEALED
STANDOFF POST BASE
2X8 WOOD BLOCKING
FASTENED WITH THU-BOLTS
AT EACH SIDE OF COLUMN
3X6 T&G WOOD DECK
ICE AND WATER BARRIER -
PROVIDE COMPLETE
ROOFING DECK COVERING-
TURN UPTOP WALL 16" MIN.
4' - 4"2' - 10 1/2"
CONTINUOUS METAL DRIP
EDGE PT'D
3"
12"
D1
A5.1
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
DOWEL PORCH SLAB
ONTO FOUNDATION
WALL
DOWEL PORCH SLAB
ONTO FOUNDATION
WALL
2" RIGID EPS INSULATION
UNDER SLAB AND DOWN
INSIDE FACE OF
FOUNDATION WALL
SIMPSON CPTZ CONCEALED
STANDOFF POST BASE
6x6 PT WOOD POST
CONTINUOUS METAL DRIP
EDGE PT'D
6x6 PT WOOD POST
SIMPSON CPTZ CONCEALED
STANDOFF POST BASE
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 A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c 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:
Permit Set
6/12/2020 3:53:35 PMAs indicated
06/12/2020
CWR4
SECTION / ROOF PLAN
A3.1
Florence, MA
Burt's Meadow Duplexes
20021
1/4" = 1'-0"
ROOFC1
1/4" = 1'-0"
BUILDING SECTIOND3
3/4" = 1'-0"
WALL SECTION ENTRYA3
1.ALL JOISTS AND TRUSSES BLOCKING REQUIRED ARE
PER MANUFACTURER SPECIFICATIONS.
1
4' - 1"
ENGINEERED I JOIST
BETWEEN RAFTERS WITH
HOLES FOR VENTILATION
PER MENUFACTURER
SPECIFICATIONS
CONTINUOUS ACCUVENT
VINYL SOFFIT BAFFLE -
EXTEND TO BEARING PARTY
WALL
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
30# ROOFING FELT, VERIFY
COMPATIBILITY W/ SHINGLE
MANUF.
3'-0" ICE AND WATER
BARRIER AT ALL EAVES,
VALLEYS AND RAKES-TURN
UP 16" MINIMUM AT WALL
LOCATIONS
CONTINUOUS METAL DRIP
EDGE PT'D
ALUMINUM CLAD FASCIA
BOARDS
2X8 SUB-FASCIA WOOD
BLOCKING
1X8 FASCIA BOARD
1X4 FASCIA BOARD
VINYL J CHANNEL
2X4 SOFFIT FURRING
VINYL J CHANNEL
PERFORATED VINYL SOFFIT
AT WALL AND SOFFIT
VINYL SIDING
ZIP R WALL SHEATHING, R-6
DENSE PACK CELLULOSE IN
EXTERIOR WALL CAVITY,
R-22
CONTINUOUS AIR BARRIER
& SMART VAPOR RETARDER
5/8"GWB -TYPE "X" PT'D
5/8"GWB -TYPE "X" PT'D
J CHANNEL
3" CLOSED CELL ABOVE
CELING AND UNDERSIDE OF
BAFFLE EXTENSION
CELLULOSE INSULATION
-FILL SPACE ABOVE CELING
AND SPRAY FOAM
5/8" PLYWOOD SHEATHING
2X8 WOOD OUTRIGGER7/16"2
7/8" MIN.STOP 6" FROM DECK EDGE
1" MIN.6" MIN.TRUSS HEEL HEIGHT2' - 1"1' - 8 1/2"
5/8"GWB -TYPE "X" PT'D
2x4 WOOD STUDS AT 16"
O.C.
2X4 WOOD BLOCKING
REINFORCED NETTING
STAPPLED TO I JOIST
BOTTOM FLANGE TO HOLD
CELLULOSE UNDER ROOF
DECK
CLOSED CELL FLASH COAT
AT UNDERSIDE OF ROOF
DECK
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
ENGINEERED I JOIST
RAFTER
5/8" PLYWOOD SHEATHING
3'-0" ICE AND WATER
BARRIER AT ALL EAVES,
VALLEYS AND RAKES-TURN
UP 16" MINIMUM AT WALL
LOCATIONS
CONTINUOUS 1" X 3
1/4"ROOF TO WALL VENT-
STOP 6" FROM ROOF
SHEATHING
CONTINUOUS HEAD WALL
STAINLESS STEEL
FLASHING
SELF ADHERED FLASHING
MEMBRANE
ZIP R WALL SHEATHING, R-6
VINYL STARTER STRIP
2x4 WOOD STUDS AT 16"
O.C.
VINYL SIDING
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
30# ROOFING FELT, VERIFY
COMPATIBILITY W/ SHINGLE
MANUF.
3'-0" ICE AND WATER
BARRIER AT ALL EAVES,
VALLEYS AND RAKES-TURN
UP 16" MINIMUM AT WALL
LOCATIONS
CONTINUOUS METAL DRIP
EDGE PT'D
30# ROOFING FELT, VERIFY
COMPATIBILITY W/ SHINGLE
MANUF.
ALUMINUM CLAD FASCIA
BOARDS
2x6 WOOD SUB-FASCIA
BLOCKING
VINYL J CHANNEL
PERFORATED VINYL SOFFIT
1X4 FASCIA BOARD
1X8 FASCIA BOARD
2X4 WOOD TOP PLATE
5/8"GWB -TYPE "X" PT'D
5/8"GWB -TYPE "X" PT'D
RESILIENT FURRING
CHANNEL
CLOSED CELL FLASH COAT
@ CEILING W/ 18" LOOSE
CELLULOSE ABOVE
SHOP-FABRICATED WOOD
TRUSSES WITH TOP CHORD
EXTENSIONS SIZED TO
ACCOMMODATE FUTURE
SOLAR PANEL
INSTALLATION
VINYL J CHANNEL
VINYL J CHANNEL3/4"EQEQ
3 1/2"3"3 1/2"
10"
2X WOOD BLOCKING
BETWEEN TRUSSES WITH 2"
NOTCHES FOR VENTILATION
AND INSECT SCREEN
B
4 1/2"
5/8" PLYWOOD SHEATHING
3'-0" ICE AND WATER
BARRIER AT ALL EAVES,
VALLEYS AND RAKES-TURN
UP 16" MINIMUM AT WALL
LOCATIONS
30# ROOFING FELT, VERIFY
COMPATIBILITY W/ SHINGLE
MANUF.
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
SHOP-FABRICATED WOOD
TRUSSES WITH TOP CHORD
EXTENSIONS SIZED TO
ACCOMMODATE FUTURE
SOLAR PANEL
INSTALLATION
CONTINUOUS METAL DRIP
EDGE PT'D
ALUMINUM CLAD FASCIA
BOARDS
1X4 FASCIA BOARD
1X8 FASCIA BOARD
1X4 SOFFIT BOARD CUT TO
FIT
3"
VINYL J CHANNEL
VINYL SIDING
ZIP R WALL SHEATHING, R-6
FIRST FLOOR
100' -0"
A3
A3.1
A
REINFORCED CONCRETE
FOUNDATION WALLS AND
FOOTINGS
4" REINFORCED CONCRETE
STOOP
6x6 PT WOOD POST
6x6 PT WOOD POST
2X8 WOOD BLOCKING
FASTENED WITH THU-BOLTS
AT EACH SIDE OF COLUMN
SIMPSON CPTZ CONCEALED
STANDOFF POST BASE
3X6 T&G WOOD DECK
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
ICE AND WATER BARRIER -
PROVIDE COMPLETE
ROOFING DECK COVERING-
TURN UPTOP WALL 16" MIN.
CONTINUOUS METAL DRIP
EDGE PT'D
1X CEDAR NOSING CAP
AT B UNIT1' - 0"4 1/2"6"
1/2"
12"
DOWELED PORCH SLAB
ON TO FOUNDATION
WALL
DOWELED PORCH SLAB
ON TO FOUNDATION
WALL
REINFORCED CONCRETE
FOUNDATION WALLS AND
FOOTINGS
4" RIGID EPS INSULATION
INSIDE FACE OF
FOUNDATION WALL
2"RIGID EPS THERMAL
BREAK WITH 3/4" P.T.
PLYWOOD FILLER
4" CONCRETE SLAB ON 10
MIL VAPOR BARRIER & 4" TO
2" RIGID INSULATION-SEE
S1.1
4' - 5 1/4"
4' - 8"
2" RIGID EPS INSULATION
UNDER SLAB AND DOWN
INSIDE FACE OF
FOUNDATION WALL
DOOR THRESHOLD SET ON
BEAD OF EXTERIOR GRADE
SEALANT
SINGLE LITE INSULATED
DOOR -SEE DOOR
ELEVATIONS AND
SCHEDULE
VINYL J CHANNEL
VINYL SIDING
2X8 PT WOOD LEDGER
CONTINUOUS STAINLESS
STEEL BASE WALL
FLASHING
VINYL STARTER STRIP
VINYL SIDING
ZIP R WALL SHEATHING, R-6
2x4 WOOD STUDS AT 16"
O.C.
DENSE PACK CELLULOSE IN
EXTERIOR WALL CAVITY,
R-22
(ADD BLOCKING TO
EXTERIOR WALL TO
FASTEN IT)
COMPRESSIBLE FILLER AND
SEALANT
1
1' - 8 1/2"FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
30# ROOFING FELT, VERIFY
COMPATIBILITY W/ SHINGLE
MANUF.
3'-0" ICE AND WATER
BARRIER AT ALL EAVES,
VALLEYS AND RAKES-TURN
UP 16" MINIMUM AT WALL
LOCATIONS
CONTINUOUS ACCUVENT
VINYL SOFFIT BAFFLE -
EXTEND TO BEARING PARTY
WALL
3" CLOSED CELL ABOVE
CELING AND UNDERSIDE OF
BAFFLE EXTENSION
CELLULOSE INSULATION
-FILL SPACE ABOVE CELING
AND SPRAY FOAM
5/8" PLYWOOD SHEATHING
ENGINEERED I JOIST
BETWEEN RAFTERS WITH
HOLES FOR VENTILATION
PER MENUFACTURER
SPECIFICATIONS
CONTINUOUS METAL DRIP
EDGE PT'D
1X4 FASCIA BOARD
1X8 FASCIA BOARD
ALUMINUM CLAD FASCIA
BOARDS
VINYL J CHANNEL
2x6 WOOD SUB-FASCIA
BLOCKING
PERFORATED VINYL SOFFIT
VINYL J CHANNEL
VINYL SIDING
VINYL J CHANNEL3/4"3
1' - 8 1/2"
SHOP-FABRICATED WOOD
TRUSSES WITH TOP CHORD
EXTENSIONS SIZED TO
ACCOMMODATE FUTURE
SOLAR PANEL
INSTALLATION
2X WOOD BLOCKING
BETWEEN TRUSSES WITH 2"
NOTCHES FOR VENTILATION
AND INSECT SCREEN
5/8" PLYWOOD SHEATHING
3'-0" ICE AND WATER
BARRIER AT ALL EAVES,
VALLEYS AND RAKES-TURN
UP 16" MINIMUM AT WALL
LOCATIONS
30# ROOFING FELT, VERIFY
COMPATIBILITY W/ SHINGLE
MANUF.
FIBERGLASS REINFORCED
30 YEAR ASPHALT
SHINGLES -SEE ROOF PLAN
FOR LOCATION OF
UNDERLAYMENT
ZIP R WALL SHEATHING, R-6
VINYL SIDING
VINYL J CHANNELVINYL J CHANNEL
PERFORATED VINYL SOFFIT
VINYL J CHANNEL
2x6 WOOD SUB-FASCIA
BLOCKING
1X8 FASCIA BOARD
1X4 FASCIA BOARD
ALUMINUM CLAD FASCIA
BOARDS
CONTINUOUS METAL DRIP
EDGE PT'D
SHOP-FABRICATED WOOD
TRUSSES WITH TOP CHORD
EXTENSIONS SIZED TO
ACCOMMODATE FUTURE
SOLAR PANEL
INSTALLATION
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 A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c 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:
Permit Set
6/12/2020 3:53:35 PMAs indicated
06/12/2020
FV
CONSTRUCTION DETAILS
A5.1
Florence, MA
Burt's Meadow Duplexes
20021
1 1/2" = 1'-0"
EAVE OVERHANG AT STOOP DETAILC4
1 1/2" = 1'-0"
LOW ROOF TO PARTY WALL DETAILD3 1 1/2" = 1'-0"
TYPICAL RAKE DETAILD43/4" = 1'-0"
SECTION ENTRY SCREEND1
1 1/2" = 1'-0"
LOWER ROOF EAVE DETAILA4
1 1/2" = 1'-0"
UPPER EAVE DETAILA2
WH
WH
DWDWUP
3333
333 333
3 33 3333
3
333
E.P.
E.P.
F
FLFL
FL
W
P
FL
R
RR
R
F
R
F
P
P
FL
R
R
RR
P
S
S
R
R
S
S
S
S
S
S
S
S
S
P
S
SS
S
S
S
TV
TV
W
W
W
SD SD
SD
SD SD
SD
SDSD
SD
SD
SD
DIAGRAMMATIC PV ARRAY AREA
FLFLFL
SSS
S
W
F
PROVIDE CONDUIT FOR PV IN BOTH UNITS.
SD
SD SD
SDSD
F
K
P
R
W
S
ww
CF
UC
-BATH FAN WITH LIGHT
-KEYLESS
-PENDANT
-RECESSED
-WALL MOUNT
-CEILING SURFACE MOUNT
-RECESSED WALL WASHER
-CLOSET FLUORESCENT
-UNDER CABINET
ELECTRICAL NOTES
PROVIDE AS PER BUILDING CODE:
RECEPTACLES
GFI OUTLETS
PROVIDE ALSO:
CABLE
PHONE
INTERNET
SECURITY
SD
S/CO
DUAL PHOTOELECTRIC/
IONIZATION SMOKE
DETECTOR
DUAL PHOTOELECTRIC/
IONIZATION SMOKE/CO
DETECTOR
FL -CEILING FAN & LIGHT
S-PE/
CO NON-IONIZATION SMOKE/
CO DETECTOR
S-PE NON-IONIZATION SMOKE
DETECTOR
VERIFY LOCATION OF SMOKE DETECTORS
WITH FIRE DEPARTMENT.
PROVIDE INVERTER:
COORDINATE LOCATION WITH INSTALLER AND
PROVIDER.
PROVIDE CONDUIT FOR PV IN BOTH UNITS.
-INTERNET/DATA
-TVTV
MAKE ALL SPACE LIGHTING DIMABLE.
LOCATE CABLE OUTLETS IN BEDROOMS.
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 A
D
B
C
1 2 3 4 5
1 2 3 4 5
A
D
B
C
c 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:
Permit Set
6/12/2020 3:53:36 PM1/4" = 1'-0"
06/12/2020
FV
LIGHTNING PLAN
E1.1
Florence, MA
Burt's Meadow Duplexes
20021
1/4" = 1'-0"
FIRST FLOOR LIGHTING PLAND41/4" = 1'-0"
SECOND FLOOR LIGHTING PLAND1