new kysa set plansOWNER:
KYSA NYGREEN
28 MAPLE AVENUE
NORTHAMPTON, MA 01060
ARCHITECT:
Maria Chao
CHAOdesigns, PLLC
128 Snell Street
Amherst, MA 01002
PH: 413.461.6448
chao.maria@gmail.com
PROJECT INFORMATION
1. ALL WORK TO BE IN COMPLIANCE WITH 780 CMR
MASSACHUSETTS STATE BUILDING CODE, LOCAL ZONING
ORDINANCE, AND ALL OTHER APPLICABLE LAWS AND
REGULATIONS.
2. MECHANICAL, ELECTRICAL AND PLUMBING WORK REQUIRED OF
THIS PERMIT APPLICATION TO BE PERFORMED BY
SUBCONTRACTOR LICENSED IN THE STATE IN WHICH WORK IS
BEING PERFORMED.
3. SUBCONTRACTOR SHALL PROVIDE CERTIFICATION OF GENERAL
LIABILITY INSURANCE AND WORKMAN'S COMPENSATION
COVERAGE, AS REQUIRED BY THE GENERAL CONTRACTOR.
4. CONTRACTOR SHALL COORDINATE AND/OR OBTAIN ALL
BUILDING PERMITS REQUIRED FOR CONSTRUCTION AND
CERTIFICATES OF OCCUPANCY.
5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND
PROCEDURES.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF
SAFETY DURING BUILDING CONSTRUCTION AND SHALL PROVIDE
SHORING AND BRACING TO ENSURE SUCH SAFETY.
7. ALL DIMENSIONS AND SITE CONDITIONS TO BE FIELD VERIFIED
AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE ALL EXISTING UTILITIES WHETHER INDICATED ON PLANS
OR NOT, AND TO PROTECT THEM FROM DAMAGE.
9. ALL DETAILS, SECTIONS, NOTES, OR REFERENCE TO OTHER
DRAWINGS ARE INTENDED TO BE TYPICAL.
10. DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION
OF ANY CHANGES, REVISIONS, MODIFICATIONS AND/OR
DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS,
CONTRACTOR SHALL BRING TO THE ATTENTION OF CHAO
DESIGNS, PLLC AND OBTAIN APPROVAL FROM THE GOVERNING
BUILDING OFFICIAL BEFORE PROCEEDING WITH THE WORK.
11. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS/SPECIFICATIONS.
12. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER
GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE
SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON
THE PROJECT.
GENERAL REQUIREMENTS:
GRAPHIC SYMBOLS
EXTERIOR ELEVATIONS
INTERIOR ELEVATIONS
BUILDING SECTION
DRAWING LABEL
ROOM TAG
FACE OF DIMENSION
CENTER OF DIMENSION
DOOR TAG103
4'-0"
STRUCTURAL ENGINEER:
David Vreeland, PE
Vreeland Design Associates
116 River Road
Leyden, MA 01337
PH: 413-624-0126
dvreeland@verizon.net
GENERAL CONTRACTOR:
HANS DALHAUS
DALHAUS CARPENTRY INC.
11 CHERRY STREET
EASTHAMPTON, MA 01027
PH: (413) 977-6094
hanscarpentry@gmail.com
SHEET #
T1.0
D1.0
D2.0
A1.0
A1.1
A1.2
A2.0
A3.0
A4.0
A4.1
SHEET TITLE
TITLE SHEET
DEMOLITION PLANS
DEMOLITION EXTERIOR ELEVATIONS
FLOOR PLANS
STRUCTURAL FRAMING PLANS
ELECTRIC PLANS
EXTERIOR ELEVATIONS
HOUSE SECTIONS + INTERIOR ELEVATIONS
DETAILS
DETAILS
SCALE
VARIES
1/4" = 1'-0'
1/4" = 1'-0'
1/4" = 1'-0'
1/4" = 1'-0'
1/4" = 1'-0'
1/4" = 1'-0'
1/4" = 1'-0'
VARIES
VARIES
DRAWING INDEX
ASSESSOR'S PARCEL ID:32C-070-001 ZONES: URC, SC + FP OVERLAY
SCOPE OF WORK: 2ND FLOOR ADDITION TO SINGLE-FAMILY RESIDENCE
SC DISTRICT (SPECIAL CONSERVANCY) REGULATIONS:
REQUIRED EXISTING
LOT AREA:8,000 SQFT 0.31 ACRES / 13,504 SQFT
FRONTAGE:75 FT MIN.95.28 FT
DEPTH:80 FT MIN.112.65 FT
REQUIRED PROPOSED
FRONT SETBACK:10 FT NO CHANGE
SIDE SETBACK:15 FT NO CHANGE
REAR SETBACK:20 FT NO CHANGE
MAX. BLDG HEIGHT:35 FT 21'-6"
OPEN SPACE:50%NO CHANGE
PER SC DISTRICT (SPECIAL CONSERVANCY) REGULATIONS:
Flood elevation certificates are required prior to any building permit and again prior to
any certificate of occupancy for all substantial improvements as defined by the Federal
Emergency Management Agency (any rehabilitation, addition or other improvement of
a building when the cost of the improvement equals or exceeds 50% of the market
value of the building before the start of construction of the improvement).
PROJECT DATA
LOCUS MAP DIAGRAM
VARIESdate:sheet:scale:CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448scale:sheet:date:T1.0TITLE SHEET28 MAPLE AVENUE, NORTHAMPTON, MAScale:1 FLOOR PLAN
1/4" = 1'-0"
7.2.22 PERMIT SET
10'-3"
10'-8"
8'-10 1/2"
4'-9 3/4"
7'-2"
36'-9"
13'-6 1/2"
11'-5"
8'-2 1/4"7'-11"
2'-7 1/2"16'-11"
5'-3"
6'-0"
6'-0"
11'-8"
10'-0 1/2"
7'-9" slab to subfloor
EXISTING SEWER
CONNECTION POINT
(4' ABOVE SLAB)
ELECTRIC
PANEL
EXISTING
WASHER/
DRYER
2X8" FLOOR JOISTS
@ 16" O.C.
(1.5"x7")
EXISTING VENT
STACK TO BE
RELOCATED
29'-5"
25'-3 1/2"
(3) 2X10" BEAM
BELOW FLOOR JOISTS
(BEAM POCKETS AT CONCRETE
FOUNDATION WALLS)
10'-8"
12'-5"
2'-8"
10"
2'-8"
10"
6'-7"
2'-11 1/2"
2'-8"SLAB ON GRADE
27'-0"
8"?
8"?
10"
REMOVE CONCRETE IN THIS
AREA, PREP FOR NEW
FROST WALL FOUNDATION
GENERAL HVAC STRATEGY:
EXISTING HEATING SYSTEM FOR FIRST FLOOR TO REMAIN
(NEW 2ND FLOOR ADDITION TO BE ON SEPARATE SYSTEM/ZONE OF
MINISPLITS FOR HEATING AND COOLING, ERV IS ALSO RECOMMENDED =
TO BE DETERMINED BY GC + HVAC SUBCONTRACTOR)
HOT WATER BOILER
(GAS)
DHW TANK
MASONRY FLUE FOR
BOILER
-14"
9'-6.25"
ceiling
8'-1.5"
ceiling
6" step down
step?7" step down
4.5"
12"ramp
8'-0"
ceiling
8'-0"
ceiling
7'-11.5"
ceiling
7.5"
-24"
-15"-10"DNDN
REMOVE CONCRETE LANDING,
STEPS AND (2) EXTERIOR
WALLS IN THIS AREA
= AREAS TO BE REMOVED
NEW LOWER CEILINGS IN
CLOSETS 104A + 105A
REMOVE ARCHED AREA OF
EXISTING OPENINGS
OPEN UP LIVING ROOM SOUTH WALL TO
PREP FOR ADDITIONAL WALL BRACING:
(4) AT WINDOWS, (3) ADD'L TBD
THIS BASEBOARD RADIATOR
TO BE RELOCATED OR
REMOVED, TBD BY GC + HVAC
CONTRACTGR
REMOVE + RELOCATE THIS
CABINET
OPEN UP WALL TO ACCESS
TOP PLATE AT GARAGE EAST
WALL, TOP PLATE TO BE
LOWERED PER STRUCTURAL
DESIGN, SEE SHEET A4.1
REMOVE / CUT CEILING JOISTS AT
NEW STAIR LOCATION AND AROUND
FIREPLACE ENCLOSURE
VERIFY EXISTING ROOF FRAMING:
1) REMOVE ALL ROOF FRAMING EXCEPT EXISTING CEILING JOISTS TO REMAIN (TBD)
2) PRESERVE EXISTING CEILING AND BUILD 2ND FLOOR FRAMING ONTO EXISTING TOP PLATE (TBD)
3) AFTER EXISTING CONDITIONS VERIFIED AND CEILING STRATEGY DETERMINED, STRUCTURAL
ENGINEER WILL PROVIDE ADD'L BRACING AND DESIGN
REMOVE CEILING JOISTS AT ENTIRETY
OF LIVING ROOM AND OVER EXTERIOR
ENTRY AREA
1/4"=1'-0"scale:scale:D1.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448Scale:1 EXISTING BASEMENT PLAN
1/4" = 1'-0"sheet:sheet:EXISTING FLOOR PLANS: DEMOLITION NOTES28 MAPLE AVENUE, NORTHAMPTON, MAScale:2 EXISTING FIRST FLOOR PLAN
1/4" = 1'-0"
Scale:3 EXISTING ROOF FRAMING PLAN
1/4" = 1'-0"
date:date:
7.2.22
ELECTRIC METER
ENTIRETY OF ROOF ASSEMBLY TO BE REMOVED,
BRICK CHIMNEY TO REMAIN
6
12
4'-5 1/2"
(20)
3'-4"
(15)
(21)
9'-4"
7'-1"
(31)
(14)
7'-11"
(2) ROOFTOP ATTIC FANSENTIRETY OF ROOF ASSEMBLY TO BE REMOVED,
BRICK CHIMNEY TO REMAIN
FRONT CORNER ENTRY
AREA TO BE REMOVED
REMOVE EXISTING
GARAGE DOOR
6
12
8'-0"
CEILING
9'-6"
7'-2"
6'-11"
concrete
wall
height
7'-9"
slab to
subfloor
= AREAS TO BE REMOVED
ENTIRETY OF ROOF ASSEMBLY TO BE REMOVED,
BRICK CHIMNEY TO REMAIN
VERIFY EXISTING ROOF FRAMING:
1) REMOVE ALL ROOF FRAMING EXCEPT EXISTING CEILING JOISTS TO REMAIN (TBD)
2) PRESERVE EXISTING CEILING AND BUILD 2ND FLOOR FRAMING ONTO EXISTING TOP PLATE (TBD)
3) AFTER EXISTING CONDITIONS VERIFIED AND CEILING STRATEGY DETERMINED, STRUCTURAL
ENGINEER WILL PROVIDE ADD'L BRACING AND DESIGN
ENTIRETY OF ROOF ASSEMBLY TO BE REMOVED,
BRICK CHIMNEY TO REMAIN
FRONT CORNER ENTRY
AREA TO BE REMOVED
6"
3'-8"
2'-8"
2'-6"
4'-0"
3'-6 3/4"
SEWER VENT STACK
BATHROOM EXHAUST
(2) ROOFTOP ATTIC FANS
7'-7"
9'-7 3/4"
6'-8"
ENTIRETY OF ROOF ASSEMBLY TO BE REMOVED,
BRICK CHIMNEY TO REMAIN
6'-11"
concrete
wall
height
7'-9"
slab to
subfloor
8'-0"
CEILING
10'-3"12'-5"2'-8"
ENTIRETY OF ROOF
ASSEMBLY TO BE REMOVED
20'-7 1/2"
1'-2"
6'-2"
6"
9'-6 1/4"
8'-1 1/2"
6'-8"
(30)
ENTIRETY OF ROOF
ASSEMBLY TO BE REMOVED
GARAGE EAST WALL TOP PLATE TO
BE LOWERED PER STRUCTURAL
DESIGN, SEE SHEET A4.1
Scale:5 SOUTH ELEVATION
1/4" = 1'-0"Scale:4 WEST ELEVATION
1/4" = 1'-0"1/4"=1'-0"scale:scale:D2.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:EXISTING EXTERIOR ELEVATIONS: DEMOLITION NOTESScale:2 EAST ELEVATION
1/4" = 1'-0"
Scale:1 NORTH ELEVATION
1/4" = 1'-0"28 MAPLE AVENUE, NORTHAMPTON, MAScale:3 SECTION THRU GARAGE
1/4" = 1'-0"
Scale:6 N-S SECTION THRU HOUSE
1/4" = 1'-0"Scale:7 E-W SECTION THRU HOUSE
1/4" = 1'-0"
date:date:
7.2.22
DNDN
NEW STEPS AND
RAILING
7'-5"
9
6
5
4
3
2
1
3'-0"
OPENING
UP6" step
down
DN
2'-1"
furniture
(by owner)
7
4'-8"
clear6'-11"16'-1 1/4"
9'-2"
CHASE FOR 2ND FLOOR
BATHROOM DRAIN LINES,
NEW LOWER CEILINGS IN
CLOSETS 104A + 105A
EXTENT OF
MASONRY THRU
ROOF (TBD)
11'-5"
2'-0"
11'-3 1/2"
3'-0"
3'-0"
G101
G100
100
+6"+6"
WOOD DECK
WOOD STEP
8'-6"
(2) STEEL TUBE
POSTS ON
EZ-CRETE PIERS
+6"
+6"
+6"
STEPS AND WALLS
TBD BY EXISTING
GRADES
REMOVE ARCHES, PATCH
AND REPAINT
EXISTING CONCRETE
LANDING TO REMAIN, NEW
WOOD STEPS DOWN TO SLAB
G101A
NEW WOOD STAIR TO 2ND
FLOOR, (14) RISERS AT 7-3/4"
furniture
(by owner)
4'-0"
8
42" TALL PAINTED GYPBOARD
WALL WITH WOOD CAP (PROVIDE
BLOCKING FOR LOW COAT HOOKS)
13'-6 3/4"
COAT CLOSET
BELOW STAIR
INSULATED SPACE WITH PAINTED
DRYWALL ON INTERIOR
6'-8"
3'-4"
106
5'-6"
37'-9 1/4"
VIF
26'-1 1/2"
VIF
ALIGN NEWWALL WITHEXISTING37'-11 1/4"
VIF
MINISPLIT
CONDENSERS
DS
DS
7'-3"
'BOX BEAM' SOFFIT ABOVE
furniture
(by owner)
furniture
(by owner)
furniture
(by owner)
102 relocated
cabinet
14'-11 1/2"
3'-0"
PORTAL FRAMING
AROUND ENTRY
DOOR 100
PORTAL FRAMING AROUND
FRONT DOOR, TBD
OPEN TO
BELOW
3'-7 1/4"
DN
8'-1"
clear
10'-0"
clear
10'-0"
clear
3'-1"
3'-0"
3'-0"
W/D
10'-7 1/2"
clear
4'-2"
clear
4'-10 1/2"
4'-9 1/2"4'-8 3/4"4'-9 1/2"
4'-2 1/4"
4'-2 1/2"
4'-2 1/4"
32x60"
tub/shower kit
+ glass door
3'-6"
shelves
5'-10 1/2"
TBD
PAINTED GYPBOARD ON
STORAGE WALL
EXISTING VENT STACK
APPROX. LOCATION
REROUTE VENT STACK
THROUGH EXTERIOR WALL
ANCHOR BRACED WALLS
(HATCHED) TO ROOF DIAPHRAGMBRACED WALL PLYWOOD
ON ONE SIDE
200
201202
203
204
204A
204B
1:12 ROOF SLOPE
(BELOW)
12 11 10 9
6
5
4
3
2
1
14 13
7
3'-0"
8
D D
G
F
J
H
J
H
J
H
G
F
J
H
JHJH
E
E
10'-0"
1'-3"
13'-0 1/4"
VIF
D
5'-1 1/2"7'-9"
5 1/2"
3'-2"5'-0 1/2"5'-0 1/2"6'-4 3/4"3'-8 3/4"
3'-1 1/2"
9'-11 1/2"
PAINTED GYPBOARD
ENCLOSURE AROUND
EXISTING MASONRY CHIMNEY
3'-0 1/2"
5 1/2"
5 1/2"
37'-9 1/4"
VIF
5 1/2"
4'-7"4'-7"7'-0"3'-6 1/2"
5 1/2"5 1/2"
37'-11 1/4"
VIF
5 1/2"
1'-7 1/2"
6'-6 1/2"
4'-1"
3'-3"
METAL +CABLE RAILING, TYP.
3'-0"26'-1 1/2"
VIF
3'-1"
1'-9 1/4"
15'-8 3/4"
2x4" WALL BY STAIR, TBD
205
3'-11"
SOUND ATTENUATION
BATT AT BATHROOM
WALLS, TYP.
furniture
(by owner)
furniture
(by owner)
furniture
(by owner)
furniture
(by owner)
5'-8 1/2"8'-9"
6'-1"5 1/2"
3'-6 1/2"6'-6"
GENERAL HVAC STRATEGY:
EXISTING HEATING SYSTEM FOR FIRST FLOOR TO REMAIN
(NEW 2ND FLOOR ADDITION TO BE ON SEPARATE SYSTEM/ZONE OF
MINISPLITS FOR HEATING AND COOLING, ERV IS ALSO RECOMMENDED =
TO BE DETERMINED BY GC + HVAC SUBCONTRACTOR)
'BOX BEAM' SOFFIT BELOW
(SEE SHEET A4.0)
G
F
14'-9 1/2"
4'-9 1/2"4'-8 3/4"4'-9 1/2"
PORTAL
FRAMING
468 SQFT
LAMINATE
FLOORING
57 SQFT
DECKING
270 SQFT
CONCRETE
97 SQFT
TILE FLOORING
516 SQFT
FLOORING
TBD
313 SQFT
DECKING
39 SQFT
WOOD
STAIR
TREADS
scale:scale:A1.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:FLOOR PLANSScale:2 SECOND FLOOR PLAN
1/4" = 1'-0"
Scale:1 FIRST FLOOR PLAN
1/4" = 1'-0"28 MAPLE AVENUE, NORTHAMPTON, MA1/4"=1'-0"Scale:3 FLOORING AREA DIAGRAM (VIF)
1/8" = 1'-0"date:date:
7.2.22
6'-5 1/4" SPAN
(2) 7-1/4" LVLS
LOCATION OF LOAD BEARING WALL
(ALIGNS WITH BEAM IN BASEMENT)
9-1/2" TJIS @ 16" O.C.
15'-3"
9'-1"
VIF
14'-1 3/4"
VIF
11'-11 3/4"
VIF
3'-4"
HEADER
3'-4"
HEADER
3'-4"
HEADER
4'-11"
HEADER
4'-3 1/2"
HEADER
3'-0"
HEADER
9-1/2" TJIS @ 16" O.C.
EXISTING CEILING
JOISTS TO REMAIN
EXISTING CEILING
JOISTS TO REMAIN
(2) P.T. 2x12"
GARAGE HEADER
3'-1"
SPAN
FIRST FLOOR WALLS ARE 2X4" (VIF)
WITH NEW FRAMING FOR 2ND
FLOOR AND 2X6" WALL ABOVE
FIRST FLOOR WALLS ARE 2X4" (VIF)
WITH NEW FRAMING FOR 2ND
FLOOR AND 2X6" WALL ABOVE
BRACED WALL: 1
2" PLYWOOD ON LIVING
ROOM SIDE TO ANCHOR THE SOFFIT BOX
BEAM. THE FLOOR JOIST(S) UNDER THE
BRACED WALL WILL NEED TO BE
REINFORCED.
23'-9" VIF
(4) P.T. 2x12" BEAM
6'-0"
HEADER 2'-4"
HEADER
5'-11 1/2"
HEADER 2'-4"
HEADER
3'-0"
HEADER
6'-0"
HEADER
7'-0"
HEADER
2'-10"BRACED WALL ANCHORED TOROOF DIAPHRAGMCORNER BRACING
DETAIL, TBD
BOISE CASCADE ALL JOISTS AJS25
14" TJIS @ 16" O.C
(SPANS ENTIRE HOUSE DEPTH)
7'-0"
HEADER
3'-0"
HEADER
11'-6"
7'-9" slab to subfloor
EXISTING SEPTIC
CONNECTION POINT
(4' ABOVE SLAB)
ELECTRIC
PANEL
EXISTING
WASHER/
DRYER
EXISTING
2X8" FLOOR JOISTS
@ 16" O.C.
EXISTING
(3) 2X10" BEAM
EXISTING VENT STACK
APPROX. LOCATION
HOT WATER BOILER
(GAS)
DHW TANK
MASONRY FLUE FOR
BOILER
NEW FROST WALL FOUNDATION AT
THIS CORNER 7'-3 1/2"
VIF
4'-4 1/2"
VIF
(2) EZ-PIER SOLID PRECAST
FOOTINGS FOR CANOPY
8'-6"
7'-0"
REINFORCED FLOOR JOIST
BELOW BRACED WALL IN
LIVING ROOM
2X8" FLOOR JOISTS
@ 16" O.C.
14'-7"
VIF
12'-5"
VIF
EXISTING CARRYING BEAM NEEDS ADD'L REINFORCING
FOR NEW 2ND FLOOR LOADS, GC TO WORK WITH
STRUCTURAL ENGINEER TO REVIEW OPTIONS:
SISTER LVLS TO CARRYING BEAM
OR
NEW LALLY COLUMNS WITH NEW SUPPORT BEAM TO
BREAK UP SPAN FOR FLOOR JOISTS IN THIS AREA
HOLD DOWN BRACKET AT
SOUTHWEST CORNER OF
FOUNDATION: SIMPSON #HDU4-SDS2.5
2X8" FLOOR JOISTS AT THIS ~14 FOOT SPAN ARE NOT
UP TO CODE, OPTIONS FOR FIRST FLOOR FRAMING:
IF EXISTING FIRST FLOOR FRAMING HAS MINIMAL
KNOTS, THEN SISTER 2X10" TO JOISTS
OR
BUILD WALL TO REDUCE ~14 FOOT SPAN IF SLAB
THICKNESS IS MIN. 4-1/2" (NEED TO VERIFY IN FIELD)
OR
SISTER CARRYING BEAM
OR
NEW LALLY COLUMNS
EXISTING
2X8" FLOOR JOISTS
@ 16" O.C.
13'-5"
VIF
23'-9"
VIFAFTER GC AND STRUCTURAL ENGINEER DECIDE ON
BEST OPTIONS, ENGINEER CAN PROVIDE STAMPED
LETTER NOTING REINFORCEMENT STRATEGY FOR
FIRST FLOOR FRAMING.
3-1/2 x 3-1/2 x 1
4" TUBE
OR
3-1/2" SCHEDULE 40 PIPE
(OUTSIDE DIAMETER 4")
(3) 7-1/4" LVL WITH (2) 5"
FLATLOK SCREWS @ 16" O.C.
UPSIDE DOWN SIMPSON
#HHUS48 HANGER10'-6"
7'-5"
(2) 7-1/4" LVL BEAMS
(2) 4" STEEL TUBE POSTS WITH SIMPSON
CONNECTORS AT BEAMS
(2) 2X8" LEDGER SCREWED TO STUDS
NAIL ROOF SHEATHING TO DOUBLE 2X8" WITH
10D NAILS @ 4" O.C. EACH 2X8"
SIMPSON #HUS48
SIMPSON #HUS48
UPSIDE DOWN SIMPSON
#HHUS48 HANGER
2X8" ROOF RAFTERS @ 16"
O.C. WITH SIMPSON #LU28
HANGERS
5/8" PLYWOOD ROOF
SHEATHING
SCREEN PORCH BEAM 1
SCREEN PORCH BEAM 2
14'-1 1/4"
VIF
PORCH BEAMS BEAR ON HOUSE
EXTERIOR WALL FRAMING
12'-1 1/4"(2) 2X8" LEDGER
SCREWED TO STUDS AT
HOUSE EXTERIOR WALL
NAIL ROOF SHEATHING TO
DOUBLE 2X8" WITH 10D
NAILS @ 4" O.C. EACH 2X8"
PORCH BEAMS BEAR ON
HOUSE EXTERIOR WALL
FRAMING
POST 1
POST 2SCREEN PORCH BEAM 3scale:scale:A1.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:FOUNDATION AND FRAMING PLANS28 MAPLE AVENUE, NORTHAMPTON, MA1/4"=1'-0"Scale:1 FOUNDATION PLAN
1/4" = 1'-0"
Scale:4 MAIN HOUSE ROOF FRAMING PLAN
1/4" = 1'-0"
Scale:2 FIRST FLOOR FRAMING PLAN
1/4" = 1'-0"
Scale:3 LOWER ROOFS FRAMING PLAN
1/4" = 1'-0"
date:date:
7.2.22
OPEN TO
BELOW
DN
W/D
12 11 10 9
6
5
4
3
2
1
14 13
7
8
40"S40"SS
F
5'-0"
S
5'-0"
36"36"36"36"
36"36"SS
S6'-0"
SD
6'-0"DIM SS
SWP
WP
MINISPLITMINISPLIT
108"
6'-0"
(3) LIGHT FIXTURES (FACING CEILING)
6'-0"
DIM
DIM DIM
DIM
DIM
SD/CO
ELECTRIC HEAT MAT
UNDER TILE
FLOORINGDNDN
9
6
5
4
3
2
1
UP6" step
down
7
EXTENT OF
MASONRY THRU
ROOF (TBD)
+6"+6"
+6"
+6"
+6"
8 SSDIM
S SS72"S S5'-0"5'-0"
MINISPLIT
CONDENSERS
DS
DSDIM
DIM S6'-0"5'-8"
(4) LIGHT FIXTURES (FACING FLOOR)SS6'-0"
DIM
EXISTING FIXTURE
existing
(TO REMAIN)
GENERAL HVAC STRATEGY:
EXISTING HEATING SYSTEM FOR FIRST FLOOR TO REMAIN
(NEW 2ND FLOOR ADDITION TO BE ON SEPARATE SYSTEM/ZONE
OF MINISPLITS FOR HEATING AND COOLING, ERV IS ALSO
RECOMMENDED = TO BE DETERMINED BY GC + HVAC
SUBCONTRACTOR)
SD/CO
ELECTRIC OUTLET
FOR FUTURE HOT TUB
(VERIFY LOCATION
WITH OWNER)
F EXHAUST FAN + LIGHT FIXTURE
SINGLE POLE SWITCHS
GFCI DUPLEX RECEPTACLE
DUPLEX RECEPTACLE
GFCI
RECEPTACLE @ HEIGHT
FLAT PANEL LED CEILING LIGHT (2700K-3000K RANGE)
40"
ELECTRIC NOTES:
VERIFY NEW ELECTRIC LOADS WITH CURRENT SERVICE TO HOUSE +
PANEL.
SMOKE DETECTORS TO BE INTERCONNECTED WITH BATTERY
BACKUP.
LOCATE ADDITIONAL MIN. WALL OUTLETS AS REQUIRED BY CODE.
ALL SWITCHES AND OUTLETS IN BATHROOMS AND KITCHENS TO BE
GFCI PROTECTED.
FINAL SWITCH AND FIXTURE LOCATIONS TO BE DETERMINED IN FIELD
WITH OWNER.
SINGLE POLE SWITCH WITH DIMMERSDIM
WALL MOUNTED LIGHT FIXTURE
MOTION SENSOR EXTERIOR FLOOD LIGHTS
APPLIANCE RECEPTACLE
WEATHERPROOF DUPLEX RECEPTACLEWP
SMOKE DETECTORSD
CEILING FAN LIGHT FIXTURE
LED STRIP LIGHT
POST MOUNTED LIGHT FIXTURE
FLOOR DUPLEX RECEPTACLE
ADJUSTABLE SURFACE MOUNT LIGHTS
RECESSED CAN LIGHT FIXTURE
COMBO SMOKE/CARBON MONOXIDE DETECTORSD/CO
scale:scale:A1.2CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:ELECTRIC PLANS28 MAPLE AVENUE, NORTHAMPTON, MA1/4"=1'-0"Scale:2 SECOND FLOOR ELECTRIC PLAN
1/4" = 1'-0"
Scale:1 FIRST FLOOR ELECTRIC PLAN
1/4" = 1'-0"
date:date:
7.2.22
1'-8"
1'-8"
1'-8"
41'-4 1/2"
15'-11"
2'-10"
PAINTED SOFFIT
METAL FASCIA, TYP.
SCREENED PORCH WITH PAINTED
WOOD FRAMING AND WOOD FRAMED
ALUMINUM SCREEN PANELS
EXISTING EXISTING EXISTING
G
F
J
H
J
H
J
H
G
F
J
H
G101
PAINTED WOOD
POSTS AND STEEL
CABLE RAILING
102
PAINTED T+G WOOD
SOFFIT, CONTINUES INTO
SCREEN PORCH CEILING G
F
16'-5 3/4"
30'-7 3/4"
PAINTED T+G WOOD CEILING
(MATCHES NEW SIDING)
7'-0"1'-0"
3'-2"
KICKOUT FLASHING AT WALL +
GUTTER INTERSECTION
FIBERGLASS WINDOWS
PAINTED WOOD POSTS AND
STEEL CABLE RAILING
STAINED WOOD DECK
7'-7"
9'-10"
EXISTING
J
H
BUILT UP GARAGE ROOF SYSTEM
TO SUPPORT SCREEN PORCH +
DECK WITH DRAINAGE TO GUTTER
+ DOWNSPOUT AT EAST
2'-10"
4'-6"
METAL HALF ROUND GUTTERS
AND ROUND DOWNSPOUTS, TYP.
PAINTED WOOD TRIM AT
EAVES AND OUTSIDE
CORNERS, TYP.
SMARTSIDE WOOD SIDING,
TYP.
EXISTING BRICK
TO REMAIN AND
BE PREPPED
FOR PAINT, TYP.
EXISTING EXISTING
PAINTED WOOD TRIM
AROUND WINDOWS, TYP.
EEJ
H
14'-0"
VIF
9'-7"
VIF
21'-6"
10'-0"
3'-0"
7"
7"
MASONRY FLUE FOR BOILER
+ GAS FIREPLACE INSERT
4'-6"
GUTTER CONNECTED TO
RAINCHAIN
(2) STEEL TUBE POSTS ON
EZ-CRETE PIERS
STEPS, WALLS AND
FOOTING DEPTHS TBD
BY EXISTING GRADES
METAL FASCIA AT CANOPY,
1:12 ROOF (EPDM OR METAL)
10'-6 1/2"
10'-3"8'-11"
NEW GARAGE
DOOR
STANDING SEAM METAL
ROOF, TYP. (2:12 SLOPE)
EXISTINGEXISTING
B C B A
EXISTING FENCE
WINDOW HEADS ALIGNED
METAL HALF ROUND
GUTTERS AND ROUND
DOWNSPOUTS, TYP.
METAL HALF ROUND GUTTERS
AND ROUND DOWNSPOUTS, TYP.
D D
scale:scale:A2.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:EXTERIOR ELEVATIONSVARIES28 MAPLE AVENUE, NORTHAMPTON, MAScale:1 NORTH ELEVATION
1/4" = 1'-0"Scale:2 EAST ELEVATION
1/4" = 1'-0"
Scale:3 WEST ELEVATION
1/4" = 1'-0"Scale:4 SOUTH ELEVATION
1/4" = 1'-0"date:date:
7.2.22
6'-11"
concrete
wall
height
7'-9"
slab to
subfloor
8'-0"
CEILING
12'-5"2'-8"
12'-2"
VIF
14
13
12
11
10
9
6
5
4
3
2
1
13'-7"6'-8"
OPEN TO
KITCHEN
BEYOND
14
13
12
11
10
9
8
5
4
3
2
1
2:12 STANDING
SEAM METAL
ROOF
3'-0"
OPENING
7
6
OPEN TO
HALLWAY
BEYOND
ENCLOSURE FOR EXISTING
MASONRY CHIMNEY
METAL + CABLE RAILING AT 2ND
FLOOR HALLWAYINTERIOR WINDOW UNIT 'D'
BETWEEN BEDROOM AND
HALLWAY
NEW FIREPLACE WALL +
MANTLE DESIGN, TBDBUILT-IN CUBBIES
BELOW STAIR
METAL + CABLE
RAILING AT STAIR,
TYP.
STRUCTURAL 'BOX BEAM'
SOFFIT WITH LIGHT FIXTURES
ON BOTH SIDES
30'-7 3/4"
VIF
7'-6"
8
3'-0"
3'-6"
CUBBIES'
SIZING
TBD3'-6"
7
NEW FROST WALL
FOUNDATION AT
THIS CORNER
NEW FRONT
CANOPY BEYOND
4'-0"
MIN.
101 106
200 201202
100
4'-0"
1'-10"
PAINTED GYPBOARD HALF
WALL WITH WOOD CAP
1'-9"
6'-2"
6"
PAINTED GYPBOARD WALL WITH
WOOD CAP (PROVIDE BLOCKING
FOR LOW COAT HOOKS)
PATCH + TRIM OUT EXISTING
CABINETS ADJACENT TO
REMOVED CABINET
8'-0"8'-0"
6'-0"
16'-11 1/4"
VIF
MINISPLIT
BLOWER UNIT
MINISPLIT
BLOWER UNIT
ENTIRETY OF SOUTH WALL
PADDED OUT TOWARD INTERIOR
FOR NEW POSTS
8'-0"
REPLACE EXISTING GAS INSERT WITH NEW
GAS INSERT UNIT: (NEED TO VERIFY SIZE)
Superior 32" Direct Vent Gas Insert
DRI2032
9'-1"9'-1"
10'-10"
VIF
12'-2"
VIF 10'-10"
VIF
STRUCTURAL 'BOX BEAM'
SOFFIT WITH LIGHT FIXTURES
ON BOTH SIDES
EXISTING FRAMING
EXISTING FRAMING
2'-0"
12'-2 1/4"
9'-6"
SLOPED GYPBOARD CEILING
PAINTED GYPBOARD ON
STORAGE WALL
OUTLETS IN
NICHES
(SEE ELEC.
PLANS)
3'-3 1/2"
clear
8'-0"
10'-0"
3'-3 1/2"
clear
8'-0"
10'-0"
SHELVING
NICHES ON SHORT SIDE
OF STORAGE WALL
203204
MINISPLIT
BLOWER UNIT
furniture
(by owner)
furniture
(by owner)
furniture
(by owner)
furniture
(by owner)
furniture
(by owner)
PAINTED GYPBOARD ON
STORAGE WALL
PAINTED GYPBOARD ON
STORAGE WALL
SLOPED GYPBOARD CEILING
MIRROR
TILE ABOVE SINK
VANITY
ACRYLIC
TUB/SHOWER UNIT
GLASS SHOWER DOOR
4'-6"
8'-0"
1'-11"
1'-5"
3'-0"
3'-3"
204B
2'-3"2'-3"
8'-0"
2'-0"
PAINTED GYPBOARD HALF
WALL WITH WOOD CAP
6'-4"
TBD
204A
2'-6"1'-3"
204
2'-6"ACRYLIC
TUB/SHOWER UNIT
GLASS SHOWER DOOR
scale:scale:A3.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:INTERIOR ELEVATIONS + SECTIONS28 MAPLE AVENUE, NORTHAMPTON, MAScale:1 SECTION THRU LIVING ROOM - LOOKING WEST
1/4" = 1'-0"
Scale:2 LIVING ROOM - SOUTH ELEVATION
1/4" = 1'-0"
Scale:3 SECTION THRU LIVING ROOM - LOOKING EAST
1/4" = 1'-0"
Scale:4 LIVING ROOM - NORTH ELEVATION
1/4" = 1'-0"
Scale:10 BATHROOM 204 - W
1/4" = 1'-0"Scale:11 BATHROOM 204 - S
1/4" = 1'-0"Scale:12 BATHROOM 204 - E
1/4" = 1'-0"Scale:13 BATHROOM 204 - N
1/4" = 1'-0"
Scale:5 BEDROOM 203 - WEST ELEVATION
1/4" = 1'-0"Scale:6 BEDROOM 203 - SOUTH ELEVATION
1/4" = 1'-0"Scale:7 BEDROOM 203 - EAST ELEVATION
1/4" = 1'-0"Scale:8 BEDROOM 203 - NORTH ELEVATION
1/4" = 1'-0"Scale:9 CLOSET 203A - NORTH ELEVATION
1/4" = 1'-0"1/4"=1'-0"date:date:
7.2.22
8'-0"EXISTING
EXTERIOR WALL
CONDITIONS TO
BE VERIFIED
(ASSUMED
2X4" @ 16")EXISTINGEXISTING2ND FLOOR TO HAVE
2X6" WALL FRAMING
OVER NEW FLOOR
STRUCTURE BETWEEN
EXISTING CEILING
JOISTS, TBD
(REMOVE EXISTING
CEILING JOISTS AT
LIVING ROOM)NEW 2X6" FRMAINGNEW
FLOOR
JOISTS
NEW TJI RA
F
T
E
R
S
EXISTING CEILING
JOISTS
7"5 1/2"EXISTINGEXISTING
6'-11"EXISTING
RIM BOARD SEALED TO SUBFLOOR AND SILL PLATE
½" ANCHOR BOLTS TO GO THROUGH P.T. SILL PLATE,
AND LOCATED IN FOUNDATION WALL @ 4'-0" O.C., NOT
MORE THAN 12" FROM CORNERS AND ENDS OF SILL
PLATES
P.T. 2X6" SILL PLATE ON SILL GASKET
CONTINUOUS STRIP OF COR-A-VENT SV-5
INSECT SCREEN BELOW FURRING STRIPS
TERMITE SHIELD SEALED TO TOP OF WALL
GROUND SLOPES AWAY AT 5% (6" PER 10')
3" CLOSED CELL SPRAY FOAM
AT RIM JOIST (R21)
3" CLOSED CELL SPRAY FOAM
ON INTERIOR OF CRAWLSPACE WALLS
OR
MIN. R-15 RIGID INSULATION
MECHANICALLY FASTENED TO THE WALLS
2 6
2 6 2 63/4"3/4"INSTALL SELF-ADHERING
FLASHING OVER WINDOW
FLANGES AT JAMBS AND HEAD,
HEAD FLASHING TO LAP OVER
JAMB FLASHING
ZIP SHEATHING SYSTEM, INSTALL AND TAPE SEAMS PER
MANUFACTURER'S INSTALLATION INSTRUCTIONS
1X3" VERTICAL FURRING STRIPS ALIGNED WITH EXTERIOR
WALL FRAMING MEMBERS
SMARTSIDE LAP SIDING
3
4" CLEAR SEALED SOLID
POPLAR WINDOW SILL WITH
3
4" OVERHANG AT SIDES
BEYOND DRYWALL RETURNS
6"6"2"
DRYLOK/CEMENTITIOUS DAMP
PROOFING AT BELOW GRADE WALL W/
FREE-DRAINING BACK FILL
POURED 8" CONCRETE WALL,
DRYLOK CAPILLARY BREAK AT
FOOTING/WALL INTERSECTION
PERIMETER DRAIN IN COURSE GRAVEL
SURROUNDED BY FILTER FABRIC
CONCRETE FOOTINGS ON
WELL-COMPACTED STRUCTURAL
FILL OR STONE.
4'-0" MIN.
2X4" ON ONE SIDE OF TJI WEB, ATTACH
WITH (2) ROWS OF 8D NAILS AT 8" O.C.
LATERALLY SUPPORT AT BEARING POINTS
WITH SHEAR BLOCKING, TYP.
2X4" FILLER BOARD
(FLAT)
3/4"
1X3" VERTICAL FURRING STRIPS ALIGNED WITH EXTERIOR
WALL FRAMING MEMBERS
ZIP SHEATHING SYSTEM, INSTALL AND TAPE SEAMS PER
MANUFACTURER INSTRUCTIONS
ATTACH SELF-ADHERING FLASHING OVER HEAD
FLASHING ONTO ZIP SHEATHING
COR-A-VENT INSECT SCREEN BETWEEN FURRING STRIPS
1
4" GAP BETWEEN SIDING AND TRIM FLASHING
PAINTED WOOD TRIM AROUND WINDOWS
INSTALL SELF-ADHERING FLASHING OVER WINDOW
FLANGES AT JAMBS AND HEAD, HEAD FLASHING TO LAP
OVER JAMB FLASHING
PLASTIC SHIMS AT 1
4" POINTS
INSTALL LOW EXPANDING FOAM SEALANT
AT INTERIOR BETWEEN WINDOW AND
FLASHING
BEVELED CEDAR SIDING SLOPED SILL
3
4" CLEAR SEALED SOLID POPLAR WINDOW
SILL
2" WOOD SILL DAM
2X6" EXTERIOR WALLS:
4" CLOSED CELL SPRAY FOAM (R-28)
OR
5.5" ROXUL IN CAVITY (R-23)
FULLY WRAP ALL WINDOW R.O.'S WITH SELF-ADHERING
WATERPROOF MEMBRANE, WORKING FROM SILL UP THE SIDES
TO HEAD
WINDOW UNIT WITH NAIL FLANGES, INSTALL SELF-ADHERING
FLASHING OVER FLANGES AT JAMBS AND HEAD, HEAD FLASHING
TO LAP OVER JAMB FLASHING
PAINTED WOOD TRIM AROUND WINDOWS
(1
4" GAP BELOW TRIM)
LP SMARTSIDE 38 SERIES 6" LAP CEDAR TEXTURE SIDING WITH
4.5" EXPOSURE, INSTALLED PER MANUFACTURER INSTRUCTIONS
COR-A-VENT INSECT SCREEN BETWEEN FURRING STRIPS
1X3" VERTICAL FURRING STRIPS ALIGNED WITH EXTERIOR WALL
FRAMING MEMBERS
ZIP SHEATHING SYSTEM, INSTALL AND TAPE SEAMS PER
MANUFACTURER INSTRUCTIONS
2 6
2 6
1/2" DRYWALL W/ ZERO VOC LATEX
PAINT
DRYWALL SEALED TO TOP PLATE
EDGE BEAD AROUND WINDOW
OPENING, TYP.
INSTALL LOW EXPANDING FOAM IN
SHIM SPACE AT R.O., TYP.
DRYWALL RETURNS AT WINDOWS, TYP.2"2 6
1'-6"
4"
UPSIDE DOWN SIMPSON #HHUS48
HANGER
(3) 7-1/4" LVL
SIMPSON #CCO44 (OR SHOP FABRICATED)
WELDED TO TOP OF COLUMN
STEEL COLUMN
(2) 7-1/4" LVL
5/8" PLYWOOD ROOF SHEATHING
(2) 5" FLATLOK SCREWS @ 16" O.C.
FASCIA: METAL CLADDING
AND DRIP EDGES
PAINTED WOOD CEILING SLATS
(MATCH SMARTSIDE SIDING FINISH)
EXISTING CEILING
JOISTS
RIM JOIST SEALED TO SHIM AND TOP PLATE
2X RIPPED TO BE SECURED BETWEEN LVLS
12" LVL
(SCREWED INTO 2X8" RIM JOIST)
XPS IN CAVITY, ALL EDGES CAULKED
(ALT. CLOSED CELL SPRAY FOAM)
12" LVL
(SCREWED INTO 2X8" RIM JOIST)
2X8" SCREWED INTO LVLS
PAINTED PLYWOOD ON TOP FACE OF SOFFIT
2
8
2 6
2 6
2
8
2
8
2
8 8 1/2"1/2" DRYWALL W/ ZERO VOC LATEX PAINT
PAINTED WOOD BASEBOARDS, TYP.
BOTTOM PLATE SEALED TO SUBFLOOR
1
2" DRYWALL SEALED TO BOTTOM PLATE
FLOORING OVER 3
4" T+G SUBFLOOR
2 6
5.5" ROXUL IN CAVITY (R-23)
EXISTING CEILING JOISTS AND CEILINGS
TO REMAIN INTACT WHERE POSSIBLE
3" CLOSED CELL SPRAY FOAM
AT RIM JOIST (R21)
COR-A-VENT INSECT SCREEN
BETWEEN FURRING STRIPS
5.5" ROXUL IN CAVITY (R-23)6'-11"7"LP SMARTSIDE 38 SERIES 6" LAP CEDAR TEXTURE
SIDING WITH 4.5" EXPOSURE, INSTALLED PER
MANUFACTURER INSTRUCTIONS
1X3" VERTICAL FURRING STRIPS ALIGNED WITH
EXTERIOR WALL FRAMING MEMBERS
ZIP SHEATHING SYSTEM, INSTALL AND TAPE SEAMS
PER MANUFACTURER INSTRUCTIONS 2"TOP OF SUBFLOOR
METAL FLASHING (TO MATCH BRICK
PAINT COLOR?) OVER EXISTING BRICK
SEALED TO SHEATHING
PAINTED GYPBOARD BELOW BOX BEAM
NEW 2X6" FRAMING AT DOUBLE HEIGHT
SPACE IN LIVING ROOM (SEE STRUCTURAL
SHEET)
EXISTING BRICK EXTERIOR BEYOND
TOP OF SUBFLOOR
NOTES:
1.FOOTINGS: 3,000 psi concrete, 10” x 20” or as noted on Foundation
Plan, on undisturbed or well-compacted soil or stone, a minimum of 4'
below finish grade. Install 2, #4 continuous reinforcing bars 3” up from
the bottom and in from the sides of footing.
2.FOUNDATION WALLS: to be: 3,000 psi poured concrete, 8” thick, or
as noted on plan. Install 2 - #4 continuous reinforcing bars in the top
and bottom of foundation walls. Install ½” anchor bolts in foundation
wall, at 4'-0” o.c. max and not more than 12” from corners, to anchor
pressure treated sill plate.4' MIN.2'-0"
1
4" GAP BETWEEN PAINTED SOFFIT AND TRIM
CONTINUOUS STRIP OF COR-A-VENT INSECT SCREEN
ABOVE FURRING STRIPS
PAINTED BORAL TRIM ALONG TOP OF SIDING, TYP.
BEVELED BEARING PLATE FOR TJIS
LP SMARTSIDE 38 SERIES 6" LAP CEDAR TEXTURE
SIDING WITH 4.5" EXPOSURE, INSTALLED PER
MANUFACTURER INSTRUCTIONS
1X3" VERTICAL FURRING STRIPS ALIGNED WITH
EXTERIOR WALL FRAMING MEMBERS
ZIP SHEATHING SYSTEM, INSTALL AND TAPE SEAMS
PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
DOUBLE TOP PLATE
8'-0" ABOVE FINISH
FLOOR OF 2ND LEVEL
ROOF INSULATION: (MIN. R49)
3-4" CLOSED CELL SPRAY FOAM (MIN. R20) +
8" OPEN CELL SPRAY FOAM
CLOSED CELL AT AT UNDERSIDE OF ROOF
SHEATHING + OPEN CELL DIRECTLY AGAINST
CLOSED CELL INSULATION. COVER WITH
INTUMESCENT PAINT IGNITION BARRIER
2
8
2
4
PAINTED BORAL TYP.6"2'-0"
Scale:10 TYPICAL WALL SECTION
1" = 1'-0"
Scale:2 BOX BEAM DETAIL AT SOUTH WINDOWS
1-1/2" = 1'-0"
Scale:9 DETAIL AT FRONT CANOPY SUPPORT BEAMS
1" = 1'-0"scale:scale:A4.0CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:DETAILS28 MAPLE AVENUE, NORTHAMPTON, MAVARIESScale:3 FOUNDATION DETAIL AT NEW SOUTHEAST CORNER
1-1/2" = 1'-0"
Scale:4 TYP. WINDOW HEAD AND SILL DETAIL
1-1/2" = 1'-0"
Scale:5 TYP. DETAIL AT 2ND FLOOR RIM JOIST
1-1/2" = 1'-0"
Scale:6 EXISTING CONDITIONS AT 1ST FLOOR RIM JOIST VIF
1-1/2" = 1'-0"
Scale:7 TYP. WINDOW JAMB DETAIL
1-1/2" = 1'-0"Scale:8 TYP. OUTSIDE CORNER DETAIL
1-1/2" = 1'-0"
Scale:1 TYP. ROOF OVERHANG DETAIL
1-1/2" = 1'-0"
date:date:
7.2.22
4'-9 1/2"4'-8 3/4"4'-9 1/2"4'-2 1/4"4'-2 1/2"4'-2 1/4"654327813'-0 1/4"VIF5 1/2"1'-7 1/2"6'-6 1/2"1'-9 1/4"15'-8 3/4"20514'-9 1/2"4'-9 1/2"4'-8 3/4"4'-9 1/2"2'-10 1/2"3'-10"7-1/2"14'-8"0"7'-7"9'-10"EXISTINGJH4"8"1'-6"OVERHANG6'-8"DOOR OPENINGWOOD FRAMED SCREEN SLIDINGDOOR ON WALL MOUNTED TOPHUNG SLIDING DOOR SYSTEM(HARDWARE SHOWN: HAFELESLIDO CLASSIC WITH WALLMOUNTED TRACK AND FASCIACLIP)2'-10 1/2"3'-10"5"2'-1 1/2"5"9'-8"DECKING TOTOP PLATE11 1/2"7 1/4"(3) 2X4" BEAM WITH(2) 12" PLYWOOD7'-7"DECKING TOTOP PLATE16'-0"ROOF RAFTER1'-3"OVERHANG2'-10 1/2"3'-10"SCREEN PORCH BEAM 1SCREEN PORCH BEAM 214'-1 1/4"VIF12'-1 1/4"(2) 2X8" LEDGERSCREWED TO STUDS ATHOUSE EXTERIOR WALLNAIL ROOF SHEATHING TODOUBLE 2X8" WITH 10DNAILS @ 4" O.C. EACH 2X8"PORCH BEAMS BEAR ONHOUSE EXTERIOR WALLFRAMINGPOST 1POST 2SCREEN PORCH BEAM 36X6" POSTS5 1/2"12'-1 1/2"5 1/2"1 1/2"9 1/2"G101scale:scale:A4.1CHAO DESIGNS, PLLC 128 SNELL STREET, AMHERST, MA 01002EMAIL: chao.maria@gmail.com CELL: 413.461.6448sheet:sheet:PORCH DETAILSVARIESScale:1PORCH ELEVATIONS1/4" = 1'-0"Scale:6PORCH POSTS AT EAST WALL1/4" = 1'-0"Scale:2PORCH PLAN1/4" = 1'-0"Scale:3PORCH ROOF FRAMING PLAN1/4" = 1'-0"Scale:5SECTION AT PORCH EAST WALL + FLOOR ASSEMBLY1/4" = 1'-0"Scale:4SECTION AT NORTH+SOUTH PORCH WALLS + FLOOR ASSEMBLY1/4" = 1'-0"Scale:7SCREEN PORCH NORTH FLOOR BEAM1-1/2" = 1'-0"Scale:8PORCH POST CONNECTION DETAILS1-1/2" = 1'-0"date:date:7.2.22