HomeMy WebLinkAbout5044 58 Rainbow Rd WY Elevation Plans1111
PROPOSED ADDITION RENDERINGS
SCALE: N.T.S
REVISION TABLE
NUMBER DATE DESCRIPTION
PROJECT TITLE:
7 Evsun Drive, Sandwich, MA 02563
Jeff & Chris Dennis 774-203-8336
SHEET TITLE:
- The owner and/or contractor assumes full
responsibility to ensure all construction conforms to
780 CMR 51.00 Massachusetts Residential Code
(Massachusetts State Building Code 9th Edition
Residential Volume), AF&PA Wood Frame Construction
Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck
Guide 2018, IRC 2018 & latest Massachusetts
amendments to the IRC, applicable local codes, laws,
bylaws, rules, regulations and ordinances of the town
of W. Yarmouth as well as current local best practices.
- All drawings represent a graphical representation of
the project and its elements depicting intended
locations only.
- All labeled dimensions take precedent over graphical
scale shown. All existing condition dimensions shall be
verified in the field and adjusted as necessary in
accordance with drawing intent. All executed
dimensions for each particular assembly and location
shall be verified in accordance with project intent.
- All windows, doors, proprietary products/systems,
fixtures, hardware, etc. shall be installed per
respective manufacturer's specifications.
- All framing lumber to be minimum #2 grade Hem-Fir
or equivalent. All LVL Lumber beams to be minimum
1.9e L/360 deflection & installed per manufacturer's
specifications. All TJI Truss Joists installed per
manufacturer's specifications.
- All ext. fasteners exposed to weather shall be hot
dipped galv. or stainless steel.
- All existing foundation, floor, wall, roof, etc. structure
to remain for use in new construction shall be
continuously, safely and securely protected,
weatherproofed, shored and braced, etc. as required
until the whole structure is sound.
- All existing material to remain for use in new
construction shall be continuously, safely and securely
stored and/or protected until reuse.
- When cutting and patching or unless otherwise
noted, new interior and exterior finish materials shall
match existing in quality, style, size and detail.
- New Day Design shall be notified of any
discrepancies, ambiguities or inconsistencies.
Drawn By:
Drawing Set:
Scale:
Date:
TRACY RESIDENCE
58 Rainbow Road
W. Yarmouth, MA
TABLE OF CONTENTS
LABEL TITLE
COVER 3D PERSPECTIVE RENDERINGS
A1.1 FOUNDATION PLANS
A1.2 FIRST FLOOR PLANS
A1.3 ROOF PLANS
A2.1 ELEVATIONS
A3.1 SECTIONS
A5.1 FRAMING DETAILS
Design Objectives
Cover
JTD
12/7/2022
Permit
3D Perspective
Renderings
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
Google Street View
Tracy Residence
58 Rainbow Road
West Yarmouth, MA
Addition/Renovation/
Remodel
- Design new addition on left side of existing house to contain master bedroom.
- Include full en-suite bath, closet and ergonomically efficient entry.
- Maintain existing house design symmetry including windows, overhangs, etc.
1111
EXISTING FOUNDATION DEMOLITION
SCALE: 1/4" = 1.0'
SCALE: 1/4" = 1.0'
2222
PROPOSED FOUNDATION
22AA22AA
FOUNDATION DETAIL
SCALE: N.T.S
EXISTING TO REMAIN
DEMO
LEGEND
PROPOSED
9'-4"28'-9"12'-10"18'-1"18'6'31'-6"10'-7"12'38'-11"
EXISTING HOUSE
SS1
A3.1
1
A3.1
1
A3.1
1
A3.1 1
A2.1
1
A2.1
2
A2.1
2
A2.1
2
A3.1
2
A3.1
2
A3.1
2
A3.1
13'-11"
4'-4"24'-3"6'1950 SQ FT
LIVING AREA
NEW ADDITION
EXISTING HOUSE
Drill & pin new
foundation walls to
existing foundation
with #5 Rebar @
12" O.C. epoxy in
place (Hilti or
equivalent).
Bolt P.T. 2" x 6" sills
to top of foundation
walls with 5/8" hot
dipped galvanized
anchor bolts, 3" x 3"
sq. washers & nuts.
Max spacing 51" O.C.
Drill & pin new
foundation walls to
existing foundation
with #5 Rebar @
12" O.C. epoxy in
place (Hilti or
equivalent).
Poured foundation wall &
footing. Ensure bottom of
footing minimum 4' below
grade. Apply below grad
waterproof (Sika or
equivalent). See detail 2A
HTT5 or EQUAL
SIMPSON
2x6 DBL TOP PLATE
SIMPSON SP6/SP4 (20 GA.)
HDR UPLIFT STRAP
REFER TO TABLE
FULL HGT. STUD
JACK STUD
WINDOW SILL
12 GA. ANCHORS TYP.
5/8" ANCHOR BOLTS
w/ 3"x3" PLATE WASHERS
HEADER
PLATE
FOUNDATION
STUDS & HEADERS
SCALE: N.T.S.F
FLOOR TO FOUNDATION CONNECTION
SCALE: N.T.S.G
RBC or EQUAL
SIMPSON
MTS16 or EQUAL
SIMPSON
1/2" CDX. SHEATHING
SILL PLATE TO TOP PLATE
SEE NAILING SCHEDULE
2x STUDS @ 16" O.C.
FLOOR JOISTS
DBL TOP PLATE
SILL PLATE
RIM JOIST
BTM PLATE
SILL PLATE TO FOUNDATION ASSEMBLY w/ SHEATHINGJSCALE: N.T.S.
5/8" ANCHOR BOLTS @ 36" O.C.
MIN. 7" EMBEDMENT
w/3"x3"x1/4" PLATE WASHER
1/2" CDX SHEATHING
OPENING
EXTEND HEADER
TO KING STUD
FOUNDATION
NAIL TOP PLATE
TO BTM. OF HDR.
CONTINUOUS HEADER
@ MULTIPLE OPENINGS
@ 3" O.C.
NAIL 8d COMMON
NAILS @ 3" O.C.
2 ROWS 16d NAILS2- 5/8" ANCHOR BOLTS
w/ 3"x3" PLATE WASHERS
NARROW WALL BRACING
SCALE: N.T.S.E CORNER STUD HOLD DOWN
SCALE: N.T.S.
HTT5 or EQUIVALENT
SIMPSON
2 ROWS, 16d COMMON
NAILS 6" O.C.
M
HTT5
SIMPSON
16d COMMON
NAILS 6" O.C.
or EQUAL
CORNER STUD HOLD DOWN
SCALE: N.T.S.C
ABA66
SIMPSON
POST BASE
SCALE: N.T.S.K
2x STUDS @ 16" O.C.
DBL TOP PLATE
RIM JOIST
BTM PLATE
3/4" PLYWOOD SUBFLOOR
MSTA 30" 16 GA. 16" O.C.
FLOOR TO FLOOR CONNECTION
SCALE: N.T.S.D
H2.5 @ EA. RAFTER
TOP PLATE
RAFTER @ 16" O.C.
RAFTER TO PLATE CONNECTION
SCALE: N.T.S.B
CENTER THE STRAP OVER THE BEAM
2-3/8"
END
DISTANCE
LSTA @ EA. RAFTER
RIDGE BEAM
NOTE:
RIDGE STRAPS ARE NOT REQUIRED
WHEN COLLAR TIES OF NOMINAL 1x6
OR 2x4 LUMBER ARE LOCATED IN THE
UPPER THIRD OF THE ATTIC SPACE
AND ATTACHED TO RAFTERS USING
(5)10d NAILS EACH END
RIDGE BAND STRAP
SCALE: N.T.S.H
2 ROWS OF 1/2" DIAM BOLTS @ 24" O.C.
2"
D-4"
3 PIECES
2"
2 ROWS OF 16D NAILS @ 12" O.C.
2"
D-4"
2"
2 PIECES
TYPICAL LVL BOLTING/NAILING
SCALE: N.T.S.L
1-3/4" BEAMS
1-3/4" BEAMS
OR 2 ROWS OF 1/2" DIA BOLT @ 24" O.C.
(3)10d x 1-1/2" NAILS
EACH SIDE OF STUD
TOP PLATE
SP6/SP4 (20GA.)
PLATE TO STUD CONNECTION
SCALE: N.T.S.A
1'-4"
8"8"8"4"4"
SERCURED.
2X4 KEYWAY
TOP & BOTTOM
DO NOT BACKFILL WALLUNTIL CONCRETE HAS
ATTAINED 7 DAY STRENGTH
AND BOTH TOP & BOTTOM
OF WALL ARE PROPERLY
CARRY DAMPROOFING
OVER TOP OF FOOTING
2@ #5 REBARS, CONT.8"FILL
6" COMPACTED
4" CONC. SLABOF SLABWWF 6X6 6/6, TOP THIRDJOINT SEALANTTOP OFF W/ FLEXIBLEBIT. JT. FILLER,
13 TYPICAL GARAGE SLAB & FOOTING
SCALE: N.T.S
3@ #5 REBARS, CONT.
NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT,
LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT
IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED.6"2"2'-
0"
6" COMP. FILL
2x4 KEYWAY
6" APRON, THICKEN TO 8"@ DOOR OPENING
2@ #5 REBAR
PERIMETER
CONT. @
GARAGE DOOR
ANCHORS @ 3'-0" O.C. MAX.
GALV. ANGLE w/ #4
1D"x1D"xÌ"
6x6 6/6 WWF
TOP 1/3 OF SLAB
DOOR LOCATIONCOORD. DIM. W/
14 GARAGE APRON DETAIL
SCALE: N.T.S.
2 @ #5 REBARS, CONT.
EARTH
6" CONCRETE SLAB
REINFORCING WIRE FABRIC W/6x6 8/8
1" EXPANSION JOINT
2x6 TREATED MUDSILL
5/8" CAST-IN-PLACE ANCHOR BOLT
SILL SEALER
CONCRETE FOUNDATION
CONCRETE FOOTING
4" GRAVEL
VAPOR BARRIER
#4 REBAR 3" FROM BOTTOM
#4 REBAR MIDPOINT
#4 REBAR 12" MAX FROM TOP
BELOW-GRADE WATERPROOFING
REVISION TABLE
NUMBER DATE DESCRIPTION
PROJECT TITLE:
7 Evsun Drive, Sandwich, MA 02563
Jeff & Chris Dennis 774-203-8336
SHEET TITLE:
- The owner and/or contractor assumes full
responsibility to ensure all construction conforms to
780 CMR 51.00 Massachusetts Residential Code
(Massachusetts State Building Code 9th Edition
Residential Volume), AF&PA Wood Frame Construction
Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck
Guide 2018, IRC 2018 & latest Massachusetts
amendments to the IRC, applicable local codes, laws,
bylaws, rules, regulations and ordinances of the town
of W. Yarmouth as well as current local best practices.
- All drawings represent a graphical representation of
the project and its elements depicting intended
locations only.
- All labeled dimensions take precedent over graphical
scale shown. All existing condition dimensions shall be
verified in the field and adjusted as necessary in
accordance with drawing intent. All executed
dimensions for each particular assembly and location
shall be verified in accordance with project intent.
- All windows, doors, proprietary products/systems,
fixtures, hardware, etc. shall be installed per
respective manufacturer's specifications.
- All framing lumber to be minimum #2 grade Hem-Fir
or equivalent. All LVL Lumber beams to be minimum
1.9e L/360 deflection & installed per manufacturer's
specifications. All TJI Truss Joists installed per
manufacturer's specifications.
- All ext. fasteners exposed to weather shall be hot
dipped galv. or stainless steel.
- All existing foundation, floor, wall, roof, etc. structure
to remain for use in new construction shall be
continuously, safely and securely protected,
weatherproofed, shored and braced, etc. as required
until the whole structure is sound.
- All existing material to remain for use in new
construction shall be continuously, safely and securely
stored and/or protected until reuse.
- When cutting and patching or unless otherwise
noted, new interior and exterior finish materials shall
match existing in quality, style, size and detail.
- New Day Design shall be notified of any
discrepancies, ambiguities or inconsistencies.
Drawn By:
Drawing Set:
Scale:
Date:
JTD
12/7/2022
Permit
A1.11/4" = 1'-0"
Foundation Plans
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
Foundation:
Sill Anchor
Bolts:
Sonotube
Footings:
Foundation
Attachment
(poured):
Foundation
Attachment
(CMU):
Beam Pocket:
Deck Stair
Slab:
Ensure all "bigfoot" footings minimum 48" below grade. Min. 12" dia. top, 24" dia. bottom.
Use post base (EX. ABU66Z or equal)
Bolt P.T. 2" x 6" sills to top of
foundation walls with 5/8" hot
dipped galvanized anchor
bolts, 3" x 3" sq. washers &
nuts. Max spacing 3' O.C.
Ensure all "standard" footings minimum 48" below grade. Min. 12" dia. top, 12" dia.
bottom. Use post base (EX. ABU66Z or equal)
Drill & pin new foundation
walls to existing
foundation with #5 Rebar
@ 12" O.C. epoxy in
place (Hilti or equivalent).
Poured 8" foundation wall & 20"
footings. Ensure bottom of
footing minimum 4' below grade.
Apply below grad waterproof (Sika
or equivalent). See detail 2A
If CMU filled with concrete, drill &
pin new foundation walls to existing
foundation with #5 Rebar @ 12"
O.C. epoxy in place (Hilti or
equivalent).
If CMU not solid, use 5/8" threaded
rod attached with washers & nuts.
Beam pocket
both ends, see
detail 2B.
Stair slab 4'x7'x6" Use wire mesh
Demo Label:
Slab:Basement Slab Demolition Notes:
Drill pilot hole in slab to determine if footing
exists. If not, cut existing slab in preparation for
new footing.
Slab Footing:
Deck:
Install new 2'x2'x1' footing. Embed new lally column into footing in
location of new post above. Secure top of lally to beam with 1/4"
steel plate.
Lally:Lally Column & Footing
Prep 2' x 2' area
for footing & post.
Demo Notes:
2' x 2' x 1' footing.
Tracy Residence
58 Rainbow Road
West Yarmouth, MA
Addition/Renovation/
Remodel
General Demolition Notes:
The demolition scope is to remove
all existing items conflicting with
new work whether shown or not.
All demolition to be completed in a
manner that maintains structural
integrity of the existing house.
Provide sufficient continuous
structural support shoring and
bracing as required for all items
prior to removal/replacement and/or
expansion. Ensure support remains
in place until whole structure is
sound.
Foundation Notes:
- Ensure proper wall
height to maintain flush
interior finish floor with
existing house.
Foundation Demolition Notes:
- Prepare existing foundation for new foundation
attachment.
N
SCALE: 1/4" = 1.0'
1111
EXISTING FIRST FLOOR PLAN DEMOLITION
SCALE: 1/4" = 1.0'
PROPOSED FIRST FLOOR PLAN
EXISTING TO REMAIN
DEMO
LEGEND
PROPOSED
W40
W47
W45
W46
2x4 Wall Types:
Siding to match existing, house wrap, 1/2" CDX
Plywood, 2"x4" studs @ 16" O.C. w/min. R20
insulation, 1/2" gypsum board, finish per owner.
2"x4" studs @ 16" O.C., 1/2" gypsum board
both sides, finish per owner.
2"x4" studs @ 16" O.C., R20 insulation, 1/2"
gypsum board both sides, finish per owner.
2"x4" studs @ 16" O.C. 1/2" gypsum board
inside/interior only, finish per owner.
SUNPORCH
LIVING
D02D02
D01D01
D03D03
W40
W40
W45
W45
3
A2.1
3
A2.1
4
A2.1
4
A2.1
5
A2.1
5
A2.1
6
A2.1
6
A2.1
7
A2.1
7
A2.1
8
A2.1
8
A2.1
1
A3.1
1
A3.1
1
A3.1
1
A3.1 1
A2.1
1
A2.1
2
A2.1
2
A2.1
2
A3.1
2
A3.1
2
A3.1
2
A3.13'-4"3'-5"8'-2"8'-5"4'-5"4'-4"6'4'-7"2'-6"2'-5"4'-7"
8'-6"4'-9"3'-4"16'-10"1'-10"5'-1"
LIVING AREA
CL
BATH
MASTER
BEDROOM
SUNROOM
LIVINGSS SCALE: 1/4" = 1.0'
3333
PROPOSED FIRST FLOOR FRAMING PLAN
SCALE: 1/4" = 1.0'
2222
PROPOSED FIRST FLOOR PLAN
DOOR SCHEDULE
NUMBER LABEL QTY FLOOR SIZE R/O DESCRIPTION HEADER HEADER TYPE
D01 2668 1 1 2668 L 62"X82 1/2"POCKET-DOOR P04 2X6X65" (2)LUMBER
D02 2668 1 1 2668 L IN 32"X82 1/2"HINGED-DOOR S01 2X6X35" (2)LUMBER
D03 4268 1 1 4268 R IN 51 11/16"X82 1/2"SLIDER-DOOR P04 2X8X54 11/16" (2)LUMBER
REVISION TABLE
NUMBER DATE DESCRIPTION
PROJECT TITLE:
7 Evsun Drive, Sandwich, MA 02563
Jeff & Chris Dennis 774-203-8336
SHEET TITLE:
- The owner and/or contractor assumes full
responsibility to ensure all construction conforms to
780 CMR 51.00 Massachusetts Residential Code
(Massachusetts State Building Code 9th Edition
Residential Volume), AF&PA Wood Frame Construction
Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck
Guide 2018, IRC 2018 & latest Massachusetts
amendments to the IRC, applicable local codes, laws,
bylaws, rules, regulations and ordinances of the town
of W. Yarmouth as well as current local best practices.
- All drawings represent a graphical representation of
the project and its elements depicting intended
locations only.
- All labeled dimensions take precedent over graphical
scale shown. All existing condition dimensions shall be
verified in the field and adjusted as necessary in
accordance with drawing intent. All executed
dimensions for each particular assembly and location
shall be verified in accordance with project intent.
- All windows, doors, proprietary products/systems,
fixtures, hardware, etc. shall be installed per
respective manufacturer's specifications.
- All framing lumber to be minimum #2 grade Hem-Fir
or equivalent. All LVL Lumber beams to be minimum
1.9e L/360 deflection & installed per manufacturer's
specifications. All TJI Truss Joists installed per
manufacturer's specifications.
- All ext. fasteners exposed to weather shall be hot
dipped galv. or stainless steel.
- All existing foundation, floor, wall, roof, etc. structure
to remain for use in new construction shall be
continuously, safely and securely protected,
weatherproofed, shored and braced, etc. as required
until the whole structure is sound.
- All existing material to remain for use in new
construction shall be continuously, safely and securely
stored and/or protected until reuse.
- When cutting and patching or unless otherwise
noted, new interior and exterior finish materials shall
match existing in quality, style, size and detail.
- New Day Design shall be notified of any
discrepancies, ambiguities or inconsistencies.
Drawn By:
Drawing Set:
Scale:
Date:
JTD
12/7/2022
Permit
A1.21/4" = 1'-0"
First Floor Plans
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
2"x8" PT Ledger attached with 1/2" lag
screws @ 18" O.C. max staggered or
1/2" bolts @ 34" O.C. max staggered.
Use joist hangers (Ex. LU28Z or
equal)
Ledger:
Hold Downs:
Install min. (4) hold downs, 2' max
from ledger ends. (Ex. DTT1Z or
equal)
Install hurricane ties to each joist at
beam. (Ex. H1, H2.5A or equal)Hurricane Ties:
Rim Joists:(2) 2"x8" PT rim joists
Joists:2"x8" PT joist @ 16" O.C.
Post 6x6:6"x6" PT post to footing
Post 4x4:4"x4" PT post to footing
(2) 1 3/4" x 7 1/4" PWT LVL beam.Beam LVL:
Beam PT:(2) 2" x 10" PT beam.
Stairway
patch:
Frame & patch existing stair
opening with 2" x 8" KD @
16" O.C. LU28 hangers
(or equal). Finish per
owner
Framing Notes:
New
Stairway:
Plumb cut joists, patch
as required. LU28
hangers (or equal).
Joists
Blocking:
Ensure blocking at bearing
Midspan blocking
Door Patch:
Plan Notes:
Frame & patch door
openings. Finish per owner.
Window Patch:Frame & patch window
openings. Finish per owner.
Joists:2"x8" PT @ 16" O.C.
Joists
Demo:
Remove joists to
make open below
Stairs:Stair Notes:
Width 6',
Depth 5'6" - 6'5" (6-7 steps) depending on final grade elevation.
7" max riser, 11" min tread depth.
(6) 2"x12" stringers @ 16" O.C. max
(3) 2"x8" PT beam supported at
footings with (5) 6"x6" PT posts. Use
post caps (Ex. BCS, LPCZ or equal)
Blocking:Midspan blocking Blocking at bearing
Deck Label:
2"x8" PT ledger
Hold down
Joist
Hangers:
Joist hanger
Deck Notes:
Decking:
Decking system, material, size,
color, quality per owner selection.
Install per mfgr specifications.
Stair Railing:
Railing, balusters, newel post system per owner
selection. Install per mfgr specifications.
Hurricane tie
Post Cap:Post cap
Post Base:Post base
Stair Footing:Stair footing slab
Stair stringer:2"x12" PT Stringer
Kitchen:
Kitchen Demolition Notes:
- Disconnect electrical & water supply lines prior
to any demolition work. Demo existing fixtures
(refrigerator, dishwasher, sink, cabinets, etc).
- Remove ???
Bathroom:Bathroom Demolition Notes:
- Disconnect electrical & water supply lines prior to
any demolition work. Demo existing fixtures
(shower, toilet, vanity, etc).
- Remove ???.
Demo Label:Demo Notes:
Double joist at wall location.
Tracy Residence
58 Rainbow Road
West Yarmouth, MA
Addition/Renovation/
Remodel
Door/Window Notes:
- Ext. window & door dimensions from outside face of foundation or frame.
- Door manufacturer,type, style, hardware, screen/storm, trim, finish, colors, etc. per owner selection. Install per mfgr specs.
Framing Notes (refer to page A5.1):
- Floor to foundation connection; Detail G
- Sill plate to foundation assembly; Detail J
- Studs & headers; Detail F
- Narrow wall bracing; Detail E
- Corner stud hold down; Detail M
- Plate to stud connection: Detail A
General Demolition Notes:
The demolition scope is to remove
all existing items conflicting with
new work whether shown or not.
All demolition to be completed in a
manner that maintains structural
integrity of the existing house.
Provide sufficient continuous
structural support shoring and
bracing as required for all items
prior to removal/replacement and/or
expansion. Ensure support remains
in place until whole structure is
sound.
2"x10" KD Floor Joists @ 16" O.C.
Midspan blocking max 6' O.C.
Sunporch Demolition Notes:
- Disconnect electrical/plumbing/gas supply lines
prior to any demolition work.
- Remove wall heating system, patch as required.
Living Room Demolition Notes:
- Prepare living room wall for bedroom entry door.
N
SCALE: 1/4" = 1.0'EXISTING ROOF PLAN DEMOLITION SCALE: 1/4" = 1.0'PROPOSED ROOF PLANSCALE: 1/4" = 1.0'PROPOSED ROOF FRAMING PLAN
EXISTING TO REMAIN
DEMO
LEGEND
PROPOSED
SCALE: 1/4" = 1.0'
1111
EXISTING ROOF PLAN DEMOLITION 2'-9"SCALE: 1/4" = 1.0'
2222
PROPOSED ROOF PLAN
SCALE: 1/4" = 1.0'
3333
PROPOSED ROOF FRAMING PLAN
REVISION TABLE
NUMBER DATE DESCRIPTION
PROJECT TITLE:
7 Evsun Drive, Sandwich, MA 02563
Jeff & Chris Dennis 774-203-8336
SHEET TITLE:
- The owner and/or contractor assumes full
responsibility to ensure all construction conforms to
780 CMR 51.00 Massachusetts Residential Code
(Massachusetts State Building Code 9th Edition
Residential Volume), AF&PA Wood Frame Construction
Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck
Guide 2018, IRC 2018 & latest Massachusetts
amendments to the IRC, applicable local codes, laws,
bylaws, rules, regulations and ordinances of the town
of W. Yarmouth as well as current local best practices.
- All drawings represent a graphical representation of
the project and its elements depicting intended
locations only.
- All labeled dimensions take precedent over graphical
scale shown. All existing condition dimensions shall be
verified in the field and adjusted as necessary in
accordance with drawing intent. All executed
dimensions for each particular assembly and location
shall be verified in accordance with project intent.
- All windows, doors, proprietary products/systems,
fixtures, hardware, etc. shall be installed per
respective manufacturer's specifications.
- All framing lumber to be minimum #2 grade Hem-Fir
or equivalent. All LVL Lumber beams to be minimum
1.9e L/360 deflection & installed per manufacturer's
specifications. All TJI Truss Joists installed per
manufacturer's specifications.
- All ext. fasteners exposed to weather shall be hot
dipped galv. or stainless steel.
- All existing foundation, floor, wall, roof, etc. structure
to remain for use in new construction shall be
continuously, safely and securely protected,
weatherproofed, shored and braced, etc. as required
until the whole structure is sound.
- All existing material to remain for use in new
construction shall be continuously, safely and securely
stored and/or protected until reuse.
- When cutting and patching or unless otherwise
noted, new interior and exterior finish materials shall
match existing in quality, style, size and detail.
- New Day Design shall be notified of any
discrepancies, ambiguities or inconsistencies.
Drawn By:
Drawing Set:
Scale:
Date:
JTD
12/7/2022
Permit
A1.31/4" = 1'-0"
Roof Plans
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
Ridge Beam:
Labels:
Ridge Beam Post:
Notes:
(2) 1 3/4" x 11 7/8" LVL Ridge Beam.
4"x4" KD Post to foundation both sides
Ridge Beam/Post Notes:
- Plumb cut existing rafters for ridge beam
installation, patch as required.
- Install (2) 1 3/4" x 11 7/8" LVL beam (~12' 3").
- Post to ?? (left), ?? (right) with 4"x4" KD.
Rafter Sistering:Rafter Notes:
- Sister new 2"x6" KD to existing rafters.
Ensure proper notching & support at ridge
beam & top plate.
- Install 2"x4" collar ties at each rafter pair
flush with bottom of ridge beam.
2"x8" KD @ 16" O.C.
Collar Tie:2"x4" KD @ 16" O.C.
New 2" x 6" KD rafters @16"
O.C. with 2" x 4" collar ties
Existing rafter
Roof
removal:
Roof Demo Notes:
Remove roof shingles, plywood, rafters, collar
ties, perlins, trusses, ridge board/beam, knee
walls, and all other parts of roof structure in
preparation for new construction.
Demo Label:Demo Notes:
Solid blocking 4' O.C. at outer baysRafter blocking:
Tracy Residence
58 Rainbow Road
West Yarmouth, MA
Addition/Renovation/
Remodel
General Demolition Notes:
The demolition scope is to remove
all existing items conflicting with
new work whether shown or not.
All demolition to be completed in a
manner that maintains structural
integrity of the existing house.
Provide sufficient continuous
structural support shoring and
bracing as required for all items
prior to removal/replacement and/or
expansion. Ensure support remains
in place until whole structure is
sound.
Existing Roof Demolition Notes:
- Prepare existing roof for new addition roof.
Framing Notes (refer to page A5.1):
- Rafter to plate connection; Detail B
- Ridge band strap; Detail H
2"x10" KD Rafters @ 16" O.C.
Midspan blocking max 6' O.C.
Roof Notes:
- Ensure proper overhang
to match existing house.
N
W01W01W01W01W01W01W01W01W01W01W01W01
W02W02W02W02W02W02
Bottom of Footing
-5'
Grade
-1'4'Top of Subfloor - 1st Floor
0'1'Top of Plate
7.3'7'-4"W02W02W02W02W02W02
1111
FRONT ELEVATION
SCALE: 1/4" = 1.0'
2222
LEFT ELEVATION
SCALE: 1/4" = 1.0'
3333
BATH ELEVATION
SCALE: 1/4" = 0.5'
4444
BATH ELEVATION
SCALE: 1/4" = 0.5'
5555
MASTER BEDROOM ELEVATION
SCALE: 1/4" = 0.5'
6666
MASTER BEDROOM ELEVATION
SCALE: 1/4" = 0.5'
7777
MASTER BEDROOM ELEVATION
SCALE: 1/4" = 0.5'
8888
MASTER BEDROOM ELEVATION
SCALE: 1/4" = 0.5'
WINDOW SCHEDULE
NUMBER LABEL QTY FLOOR SIZE R/O EGRESS DESCRIPTION HEADER HEADER TYPE
W01 20410SC 3 1 20410SC 25"X59"SINGLE CASEMENT-HR 2X6X28" (2)LUMBER
W02 2840DH 3 1 2840DH 33"X49"DOUBLE HUNG 2X6X36" (2)LUMBER
REVISION TABLE
NUMBER DATE DESCRIPTION
PROJECT TITLE:
7 Evsun Drive, Sandwich, MA 02563
Jeff & Chris Dennis 774-203-8336
SHEET TITLE:
- The owner and/or contractor assumes full
responsibility to ensure all construction conforms to
780 CMR 51.00 Massachusetts Residential Code
(Massachusetts State Building Code 9th Edition
Residential Volume), AF&PA Wood Frame Construction
Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck
Guide 2018, IRC 2018 & latest Massachusetts
amendments to the IRC, applicable local codes, laws,
bylaws, rules, regulations and ordinances of the town
of W. Yarmouth as well as current local best practices.
- All drawings represent a graphical representation of
the project and its elements depicting intended
locations only.
- All labeled dimensions take precedent over graphical
scale shown. All existing condition dimensions shall be
verified in the field and adjusted as necessary in
accordance with drawing intent. All executed
dimensions for each particular assembly and location
shall be verified in accordance with project intent.
- All windows, doors, proprietary products/systems,
fixtures, hardware, etc. shall be installed per
respective manufacturer's specifications.
- All framing lumber to be minimum #2 grade Hem-Fir
or equivalent. All LVL Lumber beams to be minimum
1.9e L/360 deflection & installed per manufacturer's
specifications. All TJI Truss Joists installed per
manufacturer's specifications.
- All ext. fasteners exposed to weather shall be hot
dipped galv. or stainless steel.
- All existing foundation, floor, wall, roof, etc. structure
to remain for use in new construction shall be
continuously, safely and securely protected,
weatherproofed, shored and braced, etc. as required
until the whole structure is sound.
- All existing material to remain for use in new
construction shall be continuously, safely and securely
stored and/or protected until reuse.
- When cutting and patching or unless otherwise
noted, new interior and exterior finish materials shall
match existing in quality, style, size and detail.
- New Day Design shall be notified of any
discrepancies, ambiguities or inconsistencies.
Drawn By:
Drawing Set:
Scale:
Date:
JTD
12/7/2022
Permit
A2.11/4" = 1'-0"
Elevations
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
Notes:
- For all openings: install continuous ext. metal head flashing. Surround opening w/vycor or equav.
- Window manufacturer, type, style, efficiency, lites, hardware, screen, trim, finish, colors, etc.
per owner selection. Install per mfgr specs.
All exterior corner board, fascia, soffit, window/door trim material, size, color per owner
selection. Install per mfgr specs.
Tracy Residence
58 Rainbow Road
West Yarmouth, MA
Addition/Renovation/
Remodel
Master Bathroom Notes:
- Bathroom shower, toilet, sink,
faucets, fixtures, cabinet,
counter, floor, lighting, finishes,
accessories, etc. per owner
selection. Install per mfgr
specs. Provide blocking as
necessary.
- All finished flooring material,
quality, color and finish per
owner selection. Install per
mfgr. specs.
3
12
3
12
4
12
4
12
5
12
5
12
6
12
6
12
7
12
7
12
8
12
8
12
9
12
9
12
10
12
11
12
10
12
11
12
12
12
12
12
EXISTING TO REMAIN
DEMO
LEGEND
PROPOSED
W40
W47
W45
W46
2x4 Wall Types:
Siding to match existing, house wrap, 1/2" CDX
Plywood, 2"x4" studs @ 16" O.C. w/min. R20
insulation, 1/2" gypsum board, finish per owner.
2"x4" studs @ 16" O.C., 1/2" gypsum board
both sides, finish per owner.
2"x4" studs @ 16" O.C., R20 insulation, 1/2"
gypsum board both sides, finish per owner.
2"x4" studs @ 16" O.C. 1/2" gypsum board
inside/interior only, finish per owner.7'-2"7'-2"1111
SECTION THROUGH MASTER BEDROOM/BATH
SCALE: 1/4" = 0.5'
2222
SECTION THROUGH MASTER BEDROOM
SCALE: 1/4" = 0.5'
REVISION TABLE
NUMBER DATE DESCRIPTION
PROJECT TITLE:
7 Evsun Drive, Sandwich, MA 02563
Jeff & Chris Dennis 774-203-8336
SHEET TITLE:
- The owner and/or contractor assumes full
responsibility to ensure all construction conforms to
780 CMR 51.00 Massachusetts Residential Code
(Massachusetts State Building Code 9th Edition
Residential Volume), AF&PA Wood Frame Construction
Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck
Guide 2018, IRC 2018 & latest Massachusetts
amendments to the IRC, applicable local codes, laws,
bylaws, rules, regulations and ordinances of the town
of W. Yarmouth as well as current local best practices.
- All drawings represent a graphical representation of
the project and its elements depicting intended
locations only.
- All labeled dimensions take precedent over graphical
scale shown. All existing condition dimensions shall be
verified in the field and adjusted as necessary in
accordance with drawing intent. All executed
dimensions for each particular assembly and location
shall be verified in accordance with project intent.
- All windows, doors, proprietary products/systems,
fixtures, hardware, etc. shall be installed per
respective manufacturer's specifications.
- All framing lumber to be minimum #2 grade Hem-Fir
or equivalent. All LVL Lumber beams to be minimum
1.9e L/360 deflection & installed per manufacturer's
specifications. All TJI Truss Joists installed per
manufacturer's specifications.
- All ext. fasteners exposed to weather shall be hot
dipped galv. or stainless steel.
- All existing foundation, floor, wall, roof, etc. structure
to remain for use in new construction shall be
continuously, safely and securely protected,
weatherproofed, shored and braced, etc. as required
until the whole structure is sound.
- All existing material to remain for use in new
construction shall be continuously, safely and securely
stored and/or protected until reuse.
- When cutting and patching or unless otherwise
noted, new interior and exterior finish materials shall
match existing in quality, style, size and detail.
- New Day Design shall be notified of any
discrepancies, ambiguities or inconsistencies.
Drawn By:
Drawing Set:
Scale:
Date:
JTD
12/7/2022
Permit
A3.11/4" = 1'-0"
Sections
C e i l i n g B e a m Gable BeamExisting B e a m
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
Notes:Post beams by ensuring continuous load path to foundationwalls and footings. The 3D beam support structure modelpresented here is an ideal representation of a continuoussupport path. Continuity can be provided through acombination of existing flooring, joists, squash blocks,headers, other beam members and lally columns.Ensure LVL, PSL, KD Beam/Post interconnecting hardwaremeets or exceeds Simpson Strong-tie specifications andinstalled per manufacturers recommendations.
Stair System:
Section Notes:
Ridge Beam Post:
Plan Notes:
4"x4" KD Post to foundation both sides
Roof:
Walls:
2"x12" stringers 16" O.C. max. 1" x strapping,
1/2" gyp. board w/plaster veneer. Stair
treads, risers, trim, finish, etc. per owner
selection. Install per mfgr specifications.
Railing, balusters, newel
post system per owner
selection. Install per
mfgr specifications.
Typical Roof Construction Typical Roof Construction:
2"x12" KD ridge board, 2"x10" KD rafters @ 16" O.C, 2"x4" collar ties @ every rafter
pair. Hurricane ties @ each rafter to 2"x6" plate & wall stud.
5/8" CDX plywood sheathing, #40 felt underlayment, Ice & water shield first 3', 35 Yr.
asphalt shingles, continuous ridge vent & drip edge.
R49 fiberglass insulation with proper venting.
Typical Wall Construction:
Exterior 2x6: Siding to match existing, house wrap, 1/2" CDX Plywood, 2"x6" studs @
16" O.C. w/min. R20 insulation, 1/2" gypsum board, finish per owner.
Interior 2x4: 2"x4" studs @ 16" O.C., 1/2" gypsum board both sides, finish per owner.
Typical exterior 2x6 wall
Typical interior 2x4 wall
Rafters:2"x10" KD @16" O.C.
Floors:2"x8" KD 16" O.C. (Existing)
Blocking @ bearing
3/4" OSB T&G subfloor
Insulation R25 min.
(3) 1 3/4" x 16" LVL Ridge Beam (+/- 20')
Ridge
Beam:
Foundation:8" Poured foundation/16" footing
Basement
Girder/
Beam:
(3) 1 3/4" x 16" LVL
Floor Beam (+/-19')
Lally:3 1/2" Lally column
Existing Crawl Space
Kitchen:
Kitchen/Kitchenette fixtures, sink, faucet, cabinet, counter, appliances, floor, lighting, finishes, accessories,
etc. per owner selection. Install per mfgr specs. Provide blocking as necessary.
Bathroom:
Bathroom tub, toilet, sink, faucets, cabinet, counter, floor, lighting, finishes, accessories, etc. per owner
selection. Install per mfgr specs. Provide blocking as necessary.
Flooring:All finished flooring material, quality, color and finish per owner selection. Install per mfgr. specs.
Slab:4" Slab
Roof Slope:
3:
4:
5:
6:
7:
8:
9:
10:
11:
12:
Floor
level
match:
Maintain flush finished floor with existing.
Slab vapor
barrier:6 Mil. Poly vapor barrier on slab
Min. 4" thick conc. slab w/6x6 8/8 WWF on 6 Mil. Poly
vapor barrier, 2" sand, Min. 4" compacted granular fill.
2" x 4" blocking at
plywood seems
Roof
blocking:
Add squash block supports as neededSquash blocks:
Tracy Residence
58 Rainbow Road
West Yarmouth, MA
Addition/Renovation/
Remodel
Typical
W40
wall
2"x10" Joists @ 16 O.C.2"x10" blocking @ 6 O.C. max
2"x10" Rafters @ 16 O.C. Insulation R-49 min.Midspan blocking @ 6 O.C. max
Master BedroomMaster Bath
16" x 8"
Footing
8" Poured
foundation.
7/8" OSB T&G subfloor. Finish per owner & flush with existing house.
Typical
W40
wall
Hurricane ties @ each rafter to
2"x4" plate & wall stud.
Match roof of existing house.
Utility Space
Master Bedroom
7/8" OSB T&G subfloor. Finish per owner & flush with existing house.
5/8" anchor bolts, 3" x
3" sq. washers & nuts.
Typical
W45
wall
Grade
FLOOR TO FOUNDATION CONNECTION
SCALE: N.T.S.G
RBC or EQUAL
SIMPSON
MTS16 or EQUAL
SIMPSON
1/2" CDX. SHEATHING
SILL PLATE TO TOP PLATE
SEE NAILING SCHEDULE
2x STUDS @ 16" O.C.
FLOOR JOISTS
DBL TOP PLATE
SILL PLATE
RIM JOIST
BTM PLATE
SILL PLATE TO FOUNDATION ASSEMBLY w/ SHEATHINGJSCALE: N.T.S.
5/8" ANCHOR BOLTS @ 36" O.C.
MIN. 7" EMBEDMENT
w/3"x3"x1/4" PLATE WASHER
HTT5 or EQUAL
SIMPSON
2x6 DBL TOP PLATE
SIMPSON SP6/SP4 (20 GA.)
HDR UPLIFT STRAP
REFER TO TABLE
FULL HGT. STUD
JACK STUD
WINDOW SILL
12 GA. ANCHORS TYP.
5/8" ANCHOR BOLTS
w/ 3"x3" PLATE WASHERS
HEADER
PLATE
FOUNDATION
STUDS & HEADERS
SCALE: N.T.S.F
1/2" CDX SHEATHING
OPENING
EXTEND HEADER
TO KING STUD
FOUNDATION
NAIL TOP PLATE
TO BTM. OF HDR.
CONTINUOUS HEADER
@ MULTIPLE OPENINGS
@ 3" O.C.
NAIL 8d COMMON
NAILS @ 3" O.C.
2 ROWS 16d NAILS2- 5/8" ANCHOR BOLTS
w/ 3"x3" PLATE WASHERS
NARROW WALL BRACING
SCALE: N.T.S.E
CORNER STUD HOLD DOWN
SCALE: N.T.S.
HTT5 or EQUIVALENT
SIMPSON
2 ROWS, 16d COMMON
NAILS 6" O.C.
M
H2.5 @ EA. RAFTER
TOP PLATE
RAFTER @ 16" O.C.
RAFTER TO PLATE CONNECTION
SCALE: N.T.S.B
CENTER THE STRAP OVER THE BEAM
2-3/8"
END
DISTANCE
LSTA @ EA. RAFTER
RIDGE BEAM
NOTE:
RIDGE STRAPS ARE NOT REQUIRED
WHEN COLLAR TIES OF NOMINAL 1x6
OR 2x4 LUMBER ARE LOCATED IN THE
UPPER THIRD OF THE ATTIC SPACE
AND ATTACHED TO RAFTERS USING
(5)10d NAILS EACH END
RIDGE BAND STRAP
SCALE: N.T.S.H 2x STUDS @ 16" O.C.
DBL TOP PLATE
RIM JOIST
BTM PLATE
3/4" PLYWOOD SUBFLOOR
MSTA 30" 16 GA. 16" O.C.
FLOOR TO FLOOR CONNECTION
SCALE: N.T.S.D
(3)10d x 1-1/2" NAILS
EACH SIDE OF STUD
TOP PLATE
SP6/SP4 (20GA.)
PLATE TO STUD CONNECTION
SCALE: N.T.S.A
REVISION TABLE
NUMBER DATE DESCRIPTION
PROJECT TITLE:
7 Evsun Drive, Sandwich, MA 02563
Jeff & Chris Dennis 774-203-8336
SHEET TITLE:
- The owner and/or contractor assumes full
responsibility to ensure all construction conforms to
780 CMR 51.00 Massachusetts Residential Code
(Massachusetts State Building Code 9th Edition
Residential Volume), AF&PA Wood Frame Construction
Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck
Guide 2018, IRC 2018 & latest Massachusetts
amendments to the IRC, applicable local codes, laws,
bylaws, rules, regulations and ordinances of the town
of W. Yarmouth as well as current local best practices.
- All drawings represent a graphical representation of
the project and its elements depicting intended
locations only.
- All labeled dimensions take precedent over graphical
scale shown. All existing condition dimensions shall be
verified in the field and adjusted as necessary in
accordance with drawing intent. All executed
dimensions for each particular assembly and location
shall be verified in accordance with project intent.
- All windows, doors, proprietary products/systems,
fixtures, hardware, etc. shall be installed per
respective manufacturer's specifications.
- All framing lumber to be minimum #2 grade Hem-Fir
or equivalent. All LVL Lumber beams to be minimum
1.9e L/360 deflection & installed per manufacturer's
specifications. All TJI Truss Joists installed per
manufacturer's specifications.
- All ext. fasteners exposed to weather shall be hot
dipped galv. or stainless steel.
- All existing foundation, floor, wall, roof, etc. structure
to remain for use in new construction shall be
continuously, safely and securely protected,
weatherproofed, shored and braced, etc. as required
until the whole structure is sound.
- All existing material to remain for use in new
construction shall be continuously, safely and securely
stored and/or protected until reuse.
- When cutting and patching or unless otherwise
noted, new interior and exterior finish materials shall
match existing in quality, style, size and detail.
- New Day Design shall be notified of any
discrepancies, ambiguities or inconsistencies.
Drawn By:
Drawing Set:
Scale:
Date:
JTD
12/7/2022
Permit
GENERAL NOTES (UNLESS OTHERWISE SPECIFIED)
A5.1
Framing Details
Tracy Residence
58 Rainbow Road
West Yarmouth, MA
Addition/Renovation/
Remodel