HomeMy WebLinkAbout1045 Main Street- Updated MaterialsW12W12W12W12W12W12W12W12
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W04W04W04W04W04W04W04W04W04W04W04W04 31'-8"8'-9"7'-9 1/2"7'-3"NEW SHAKE
SIDING
3 / 1 2
NEW 12" DIA. BY 48"
DEEP SONOTUBE
ON 30" BELL
FOOTINGS. (Typ.)
NEW 3 PLY 2x8 SYP
PT DROPPED BEAM EX. 1ST FLOOR HEIGHTEX. 2ND FLOOR HEIGHTEX. ATTIC FLOOR HEIGHT3 / 12
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Exterior Elevation Front
W03W03W10W10W03W03W03W03W10W10W03W03
8'31'-8"4'NEW 12" DIA. BY 48"
DEEP SONOTUBE
ON 30" BELL
FOOTINGS. (Typ.)
3 / 12
4x6 DF POST WRAPPED
IN AZEK OR 10"
STRUCTURAL COLUMN.
1x6 DECKING
4 / 12NEW ASPHALT
ROOF SHINGLES
OR EQUAL
NEW SHAKE
SIDING
48" FROSTWALLNEW 3 PLY 2x8 SYP
PT DROPPED BEAM
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Exterior Elevation Back
W13W13
W05W05
W11W11
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W05W05
4'8'
NEW SHAKE
SIDING
EXISTING FRONT
PORCH TO REMAIN
3 / 1 2
48" FROSTWALL4 / 12
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W11W11
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Exterior Elevation Right
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NEW 12" DIA. BY 48"
DEEP SONOTUBE
ON 30" BELL
FOOTINGS. (Typ.)
3 / 12
4 / 1 2
3 / 12
EXISTING FRONT
PORCH TO REMAIN
NEW ASPHALT
ROOF SHINGLES
OR EQUAL
NEW SHAKE
SIDING
NEW 3 PLY 2x8 SYP
PT DROPPED BEAM
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W08W08
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Exterior Elevation Left REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER 1045 MAIN STCOTUIT - MASCALE:
1/4" = 1'-0"
DATE:
11/3/2023
DISCLAIMER: THIS
DRAWING IS FOR
REPRESENTATION
PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY
ALL DIMENSIONS IN FIELD
AND TO CONFORM WITH
LOCAL AND STATE
BUILDING CODES. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO ENSURE
THE SAFETY AND PROPER
BUILDING OF THE
STRUCTURE REPRESENTED.
THESE DRAWINGS HAVE
BEEN REVIEWED BY A
PROFESSIONAL ENGINEER
IN THE STATE OF
MASSACHUSETTS.
ALL NEW CONSTRUCTION
SHALL COMPLY WITH THE
MASSACHUSETTS STATE
BUILDING CODE 9TH
EDITION CMR.COPYRIGHT: THESE DRAWINGS ARE EXCUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. ELEVATIONS
A-1
GENERAL NOTES:GENERAL NOTES:
1 IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO COMPLY WITH ALL STATE
AND LOCAL BUILDING CODES AND
REQUIREMENTS.
2 ALL NEW CONSTRUCTION SHALL COMPLY
WITH THE MASSACHUSETTS STATE BUILDING
CODE 9TH EDITION CMR.
3 THE GENERAL CONTRACTOR SHALL REVIEW
AND NOTIFY MARTIN DESIGNS OF ANY
DISCREPANCIES PRIOR TO COMMENCING
WORK.
4 THE GENERAL CONTRACTOR SHALL LEAVE
THE PROJECT SITE CLEAR AT ALL TIMES AND
REMOVE ALL DEBRIS.
5 THE GENERAL CONTRACTOR SHALL DO ALL
CUTTING, PATCHING, CHASING, AND
REPAIRING REQUIRED TO PERFORM THE
WORK.
6 IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO COORDINATE WORK OF ALL
TRADES.
7 IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO INSTALL ALL MATERIALS
AND EQUIPMENT AS PER MANUFACTURER'S
WRITTEN INSTRUCTIONS AND
RECOMMENDATIONS.
8 DIMENSIONS ARE TO CENTER LINES, TO FACE
OF FINISHED SURFACE, OR EXISTING BUILDING
GRID LINES.
9 THESE DRAWINGS ARE NOT TO BE SCALED
FOR DIMENSIONS.
10 THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PROTECTION OF ALL
INSTALLATIONS, CONDITIONS, MATERIALS AND
FINISHES WITH THE PROPOSED SCOPE OF
WORK.
11 THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR ADEQUATELY BRACING
AND PROTECTING ALL WORK DURING
CONSTRUCTION.
12 THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR APPLYING, PAYING, AND
SCHEDULING INSPECTIONS AND PULLING
PERMITS.
13 ALL PENETRATIONS SHALL BE SEALED TIGHT
WITH UL-LISTED FIRESTOPPING.
14 ALL DATA OUTLETS MUST BE ON A
DEDICATED, ISOLATED CIRCUIT.
SCALESCALE
1/4" = 1'-0"1/4" = 1'-0"
SQUARE FOOTAGESQUARE FOOTAGE1ST FLOOR: 1,051 SQ-FT2ND FLOOR: 1,079 SQ-FTTOTAL: 2,130 SQ-FTSQUARE FOOTAGE UNIT A: 780 SQ-FT 1ST FL. / 1,000 SQ-FT 2ND FL.UNIT B 730 SQ-FT 1ST FL. 939 SQ-FT 2ND FL.UNIT C 780 SQ-FT 1ST FL. 1,000 SQ-FT 2ND FL.
SSSSUP
30" DIA. BELL
FOOTING
12" DIA.
CONCRETE
SONTUBE
BIGFOOT FOOTING DETAIL
SCALE: NOT TO SCALE
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
MAIN JOISTS
MAIN HOUSE
NEW DECK JOISTS
SIMPSON DTT1Z TENSION DEVICE
INSTALL MINIMUM OF (4) DEVICES
ON JOISTS INTO LEDGER BOARD
MINIMUM OF 1 DEVICE INSTALLED
WITHIN 24" OF EACH END
3" MIN THREAD PENETRATION
USE SIMPSON 6-SD#9x1.5" SCREWS
USE SIMPSON HUC28 GALV. HANGERS
ATTACH INTO LEDGER BOARD
USE 3/8" HDG LAG SCREW w/ HDG WASHER
INTO TOP PLATE, STUDS, OR HEADER
SIMPSON ABA66z DETAIL
NOT TO SCALE
SIMPSON HURRICANE CONNECTOR DETAIL
NOT TO SCALE
SIMPSON HURRICANE TIE
H2.5A
2x RAFTER
DOUBLE 2X TOP
PLATE
SIMPSON HANGER CONNECTION DETAIL
NOT TO SCALE
LUS SIMPSON HANGER
LCE4
LCE4 POST CAP DETAIL
NOT TO SCALE
ARCHITECTURAL ROOF SHINGLES
ICE & WATER SHIELD ON ALL
ROOF/WALL JUNCTIONS
5
8" ROOF SHEATHING
10" OVERHANG
2x4/6 SUB-FASCIA
1x6 FASCIA BOARD
VINYL SCREEN SOFFIT
FOR VENTILATION
SOFFIT DETAIL
NOT TO SCALE
J-CHANNEL +
SOFFIT TRIM
CEILING JOIST
R
O
O
F
R
A
F
T
E
R
2x12 RIDGE
BOARD
CONT. RIDGE
VENT
COLLAR TIES @
32" O.C.
ROOF RAFTERS
ROOF RAFTERS
1" GAP ON BOTH
SIDES
FOR AIR FLOW
RIDGE VENT DETAIL
NOT TO SCALE
10d NAILS
2 PLY 2x8 HEADER
2 PLY 2x8 HEADER
SOLE PLATE
DOUBLE TOP PLATE
CRIPPLE STUDS
ROUGH OPENING
TYP.
TWO 2x6 JACK
STUDS & ONE
KING STUD
CUT & REMOVED AFTER WALL
IS ERECTED
TWO 2x6 JACK
STUDS & ONE
KING STUD
2x6 1/3 SPAN
BLOCKING
2x6 KD STUDS @
16" O.C.
TYPICAL 2x6 EXTERIOR WALL
FRAMING DETAIL
NOT TO SCALE 1ST FLOOR WALL ROUGH HEIGHT2ND FLOOR WALL ROUGH HEIGHTSD CO
30'30'30'8'30'8'16'-6"7'
7'
7'6'6'1'2'10"5'-4 1/2"8'-1 1/2"9'-3"9'-1"7'-8"
4'
8'-6"
LINE OF EXISTING MAIN
GIRDER
EXISTING
FOUNDATION TO
REMAIN
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL ATTACH NEW FOUNDATION
WALL INTO EXISTING
FOUNDATION USING #5
REBARS AT 12" O.C. AND
EPOXY.
NEW 10" THICK FOUNDATION WALL
48" DEEP FROST WALL ON 24"W x
10"H FOOTINGS
ATTACH NEW FOUNDATION
WALL INTO EXISTING
FOUNDATION USING #5
REBARS AT 12" O.C. AND
EPOXY.
NEW 10" THICK FOUNDATION WALL
48" DEEP FROST WALL ON 24"W x
10"H FOOTINGS
NEW 12" DIA. BY 48"
DEEP SONOTUBE
ON 30" BELL
FOOTINGS. (Typ.)EXISTING WINDOWVENTEXISTING WINDOWVENTEXISTING WINDOWVENTNEW 3.5" LALLY COLUMNS w/
6"x8" SPRINGFIELD PLATES ON
18"Wx18"Hx18"D CONCRETE
FOOTINGS. (Typ.)
S-1S-1
Foundation 48"30" DIA. BELL
FOOTING
12" DIA.
CONCRETE
SONTUBE
BIGFOOT FOOTING DETAIL
SCALE: NOT TO SCALE
CONCRETE FOUNDATION
CONCRETE FOOTING
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
COARSE GRAVEL SURROUND FILL
COMPACTED SOIL
COMPACTED SOIL
PSI COMPACTION AS REQ.
4" BASE SAND
OR SOIL FILL
FILTERING MATERIAL FABRIC
WRAPPED AROUND DRAIN GRAVEL
REINFORCING STEEL AS REQUIRED
6" GRAVEL BASE
4" FLEXIBLE HDPE (high-density polyethylene)
DRAINAGE SYSTEM
5/8" CAST-IN-PLACE ANCHOR BOLT
2x6 PT TREATED SILL PLATE
10" X 60" CONCRETE
FOUNDATION WALL
12" X 24"
CONCRETE FOOTING
SILL SEALER
Crawlspace w/ 2x10 Joist Detail
Scale
VAPOR BARRIER
6"x6"x10 WIRE MESH
4" CONCRETE SLAB
2X10 JOISTS
R-21 INSULATION
2x10 RIM JOIST
R-38
ROCKWOOL
INSULATION
2 X 6 EXTERIOR WALL
SIDING
7/16" ZIP SHEATHING
WALLBOARD
3/4" T&G SUBFLOOR
MAIN JOISTS
MAIN HOUSE
NEW DECK JOISTS
SIMPSON DTT1Z TENSION DEVICE
INSTALL MINIMUM OF (4) DEVICES
ON JOISTS INTO LEDGER BOARD
MINIMUM OF 1 DEVICE INSTALLED
WITHIN 24" OF EACH END
3" MIN THREAD PENETRATION
USE SIMPSON 6-SD#9x1.5" SCREWS
USE SIMPSON HUC28 GALV. HANGERS
ATTACH INTO LEDGER BOARD
USE 3/8" HDG LAG SCREW w/ HDG WASHER
INTO TOP PLATE, STUDS, OR HEADER
SIMPSON ABA66z DETAIL
NOT TO SCALE
SIMPSON HURRICANE CONNECTOR DETAIL
NOT TO SCALE
SIMPSON HURRICANE TIE
H2.5A
2x RAFTER
DOUBLE 2X TOP
PLATE
WALL STRUCTURE
PRESSURE TREATED SILL
FINISH SIDING
& SHEATHING
1" GAP BELOW SIDING
MOISTURE BARRIER BETWEEN
ALL WOOD AND CONCRETE
CONCRETE STEMWALL
OPEN DECKING
Deck Anchored to Foundation
DECK JOIST
TREATED HEADER BOLTED
TO FOUNDATION
SIMPSON HANGER CONNECTION DETAIL
NOT TO SCALE
LUS SIMPSON HANGER
LCE4
LCE4 POST CAP DETAIL
NOT TO SCALE
ARCHITECTURAL ROOF SHINGLES
ICE & WATER SHIELD ON ALL
ROOF/WALL JUNCTIONS
5
8" ROOF SHEATHING
10" OVERHANG
2x4/6 SUB-FASCIA
1x6 FASCIA BOARD
VINYL SCREEN SOFFIT
FOR VENTILATION
SOFFIT DETAIL
NOT TO SCALE
J-CHANNEL +
SOFFIT TRIM
CEILING JOIST
R
O
O
F
R
A
F
T
E
R
WALL STRUCTURE
CEILING JOIST
WALL STRUCTURE
DOUBLE TOP PLATE
Ceiling Anchored to Ledger Wall
NOT TO SCALE
SPF LEDGER BOARD
4" LEDGER LOCKS W/ WASHERS AT EVERY STUD
3/4" SHEATHING
LUS SIMPSON HANGER
2x12 RIDGE
BOARD
CONT. RIDGE
VENT
COLLAR TIES @
32" O.C.
ROOF RAFTERS
ROOF RAFTERS
1" GAP ON BOTH
SIDES
FOR AIR FLOW
RIDGE VENT DETAIL
NOT TO SCALE
10d NAILS
2x4 SILL PLATE
2x4 STUD 1/2" DRYWALL
PLASTER
PAINT
DOUBLE TOP PLATE
INTERIOR WALL DETAIL
NOT TO SCALE
1/2" SHEATHING
2x6 PT SILL
1/2" DRYWALL INTERIOR FINISH2x6 STUD FRAMING @ 16" O.C.
R-21 INSULATED WALL CAVITYMEMBRANE
VINYL SIDING
2x6 DOUBLE TOP PLATE
EXTERIOR WALL DETAIL
NOT TO SCALE 97-1/4" 109-1/4"2 PLY 2x8 HEADER
2 PLY 2x8 HEADER
SOLE PLATE
DOUBLE TOP PLATE
CRIPPLE STUDS
ROUGH OPENING
TYP.
TWO 2x6 JACK
STUDS & ONE
KING STUD
CUT & REMOVED AFTER WALL
IS ERECTED
TWO 2x6 JACK
STUDS & ONE
KING STUD
2x6 1/3 SPAN
BLOCKING
2x6 KD STUDS @
16" O.C.
TYPICAL 2x6 EXTERIOR WALL
FRAMING DETAIL
NOT TO SCALE 1ST FLOOR WALL ROUGH HEIGHT2ND FLOOR WALL ROUGH HEIGHTLINE OF EXISTING MAIN
GIRDER
EXISTING
FOUNDATION TO
REMAIN
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL ATTACH NEW FOUNDATION
WALL INTO EXISTING
FOUNDATION USING #5
REBARS AT 12" O.C. AND
EPOXY.
NEW 10" THICK FOUNDATION WALL
48" DEEP FROST WALL ON 24"W x
10"H FOOTINGS
ATTACH NEW FOUNDATION
WALL INTO EXISTING
FOUNDATION USING #5
REBARS AT 12" O.C. AND
EPOXY.
NEW 10" THICK FOUNDATION WALL
48" DEEP FROST WALL ON 24"W x
10"H FOOTINGS
NEW 12" DIA. BY 48"
DEEP SONOTUBE
ON 30" BELL
FOOTINGS. (Typ.)EXISTING WINDOWVENTEXISTING WINDOWVENTEXISTING WINDOWVENTNEW 3.5" LALLY COLUMNS w/
6"x8" SPRINGFIELD PLATES ON
18"Wx18"Hx18"D CONCRETE
FOOTINGS. (Typ.)
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6'-9"4'60"7'-9 1/2"8'-9"31'-8"NEW BEAM 3
3 PLY 1-3/4" x 9-1/4"
LVL HEADER
NEW BEAM 4
NEW 3 PLY 1-3/4" x 11-7/8"
LVL FLUSH BEAM
NEW BEAM 5
2 PLY 1-3/4" x 7-1/4" LVL
FLUSH BEAM
NEW BEAM 1
3 PLY 1-3/4" x 7-1/4" LVL
FLUSH BEAM
NEW BEAM 2
2 PLY 1-3/4" x 7-1/4" LVL
FLUSH BEAM
LUS28 HANGERS
LUS28 HANGERS
LUS28 HANGERS
EXISTING FRONT
PORCH TO REMAIN
EXISTING FLOOR JOIST TO REMAIN
EXISTING FLOOR JOIST TO REMAIN
EXISTING FLOOR JOIST TO REMAIN
NEW 2x8 #2 SPF FLOOR
JOISTS @ 16" O.C.
NEW 2x8 #2 SPF FLOOR
JOISTS @ 16" O.C.
NEW CRAWLSPACE
2x6 PT SILL PLATE
SISTER NEW 2x10 #2 SPF FLOOR JOISTS @ 16"
O.C. NEXT TO EXISTING FLOOR JOISTS
SIT ROOF RAFTERS
ON THIS WALL
N E W 2 x 1 0 #2 S .P .F . R O O F R A F T E R S A T 1 6 " O .C .
10"
OVERHANG
(Typ.)
USE H2.5A
HURRICANE CLIPS
ON EACH RAFTER
5/8" ROOF SHEATHING
4 / 1 2
FRAME NEW SINGLE 2x12
RIDGE BOARD UNDER
EXISTING RIDGE
NEW 2x10 #2 S.P.F. ROOF RAFTERS AT 16" O.C.
3 / 12
10"
OVERHANG
(Typ.)
USE H2.5A
HURRICANE CLIPS
ON EACH RAFTER
PLAYROOM
BEDROOM 4MASTER
BEDROOM
2x8 #2 SPF CEILING JOISTS @ 16" O.C.
R-49 INSULATION
R -4 9 I N S U L A T I O N
R -4 9 IN S U L A T IO N
R-21 INSULATION
R-21 INSULATION
2x6 STUD WALL
R-21 INSULATION
7/16" ZIP
SHEATHING
SHAKE SIDING
24"W x 10"H
CONCRETE FOOTING
NEW 3.5" LALLY COLUMNS w/
6"x8" SPRINGFIELD PLATES ON
18"Wx18"Hx18"D CONCRETE
FOOTINGS. (Typ.)
NEW 3.5" LALLY COLUMNS w/
6"x8" SPRINGFIELD PLATES ON
18"Wx18"Hx18"D CONCRETE
FOOTINGS. (Typ.)
W13W13
W11W11
SECTION S-1 REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER 1045 MAIN STCOTUIT - MASCALE:
1/4" = 1'-0"
DATE:
11/3/2023
DISCLAIMER: THIS
DRAWING IS FOR
REPRESENTATION
PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY
ALL DIMENSIONS IN FIELD
AND TO CONFORM WITH
LOCAL AND STATE
BUILDING CODES. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO ENSURE
THE SAFETY AND PROPER
BUILDING OF THE
STRUCTURE REPRESENTED.
THESE DRAWINGS HAVE
BEEN REVIEWED BY A
PROFESSIONAL ENGINEER
IN THE STATE OF
MASSACHUSETTS.
ALL NEW CONSTRUCTION
SHALL COMPLY WITH THE
MASSACHUSETTS STATE
BUILDING CODE 9TH
EDITION CMR.COPYRIGHT: THESE DRAWINGS ARE EXCUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. A-2
THESE 3D VIEWS
ARE
REPRESENTATION
AL PURPOSES
ONLY. IT IS
INTENDED TO BE
USED AS AN AID TO
VISUALIZE THE
PROJECT ONCE
FULLY
COMPLETED.
FOUNDATION
PLAN / DETAILS
FOUNDATION NOTES:FOUNDATION NOTES:
1 GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH FLOOR PLANS PRIOR TO CONSTRUCTION AND
NOTIFY MARTIN DESIGNS OF ANY DISCREPANCIES.
2 GENERAL CONTRACTOR TO PROVIDE WATERPROOFING AS REQUIRED TO MEET ALL APPLICABLE BUILDING
CODES.
3 CONCRETE SLABS TO BE 4" (3500 psi MIN), w/ FIBER AND BOLTS AT 24" O.C. AS REQUIRED PER WFCM.
4 PROVIDE 4" CRUSHED STONES, VAPOR BARRIERS AT ALL CONCRETE SLABS.
5 GENERAL CONTRACTOR TO PROVIDE ADEQUATE DRAINAGE BASED ON EXISTING SITE CONDITIONS. GC TO
VERIFY WITH LOCAL CODES.
6 ALL CONCRETE SHALL HAVE A 28 DAY DESIGN STRENGTH OF 3500 psi MIN.
7 ALL FOOTINGS TO REST ON UNDISTURBED SOIL AT A MIN DEPTH OF 4 FEET. SOIL BEARING CAPACITY
ASSUMED TO BE 4000 psf.
8 MAXIMUM DISTANCE BETWEEN HOLD-DOWNS IS 6'-0".
9 MINIMUM BOLT DIAMETER IS 1/2" AND MUST EXTEND 7" INTO FOUNDATION.
10 USE 5/8" x 12" GALVANIZED ANCHOR BOLTS. 3" WASHERS.
11 ALL SILL PLATES SHALL BE PRESSURE TREATED.
12 2-#5 BARS INTO FOOTINGS. 1-#5 TOP OF WALL. #5 GRID BARS ON ALL FOOTINGS.
SCALESCALE1/4" = 1'-0"1/4" = 1'-0"
DESIGN CRITERIA:DESIGN CRITERIA:
40 PSF LIVING AREA LIVE LOADS
30 PSF SLEEPING AREA LIVE LOADS
20 PSF UNINHABITABLE ATTIC LIVE LOADS
15 PSF DEAD LOADS
30 PSF ROOF SNOW LOADS
60 PSF BALCONIES AND DECKS LIVE LOADS
WIND SPEED: 140 mph Vult - Exposure B
FROST WALL DEPTH: 4'-0"
DN
36" Vanity36" Vanity
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2668
12068
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W11W112668246826682668
UP
VENTILATION NOTES:
ALL COMBUSTION APPLIANCES WILL BE VENTED DIRECTLY TO THE EXTERIOR. FURNACE
FIREBOX AND TANKLESS WATER HEATER SHALL HAVE OUTSIDE COMBUSTION AIR
SUPPLY PURSUANT TO REGIONAL AND LOCAL CODES.
ATTIC SHALL HAVE VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC
SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN AND SHALL BE
COVERED WITH GALVANIZED WIRE SCREEN. OPENINGS SHALL BE LOCATED TO PROVIDE
CROSS VENTILATION.
EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90
CFM (MIN) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND
/ OR SHOWER AND IN LAUNDRY ROOMS.
GARAGES SHALL BE VENTED WITH 60 SQUARE INCHES LOCATED 6" ABOVE THE FLOOR
SURFACE.
UNDER FLOOR SPACES SHALL HAVE VENTILATION EQUAL TO ONE SQ. FOOT PER 150 SQ.
FEET OF FLOOR SPACE. VENTS SHALL BE CAST INTO THE CONCRETE STEM WALLS AND
COVERED WITH GALVANIZED WIRE SCREEN. VENTS SHALL BE LOCATED TO PROVIDE
CROSS VENTILATION.
COSD
CO
SD
30'
6'-6"
30'38'10'38'6'-6"10'16'-6"3'2'3'5'
8'14'4'
8'-6"8'-6"3'9'3'-6"4'-6"7'-6"
10'-6"6'-6"19'-6"
9'-10"16'-1 1/2"8'7'12'
19'-6" X 15'-5"
1111 SQ FT
25'-8" X 17'-10"
9'-2" X 15'-5"
30'-0" X 9'-11"
9'-2" X 5'-0"
3'-0" X 8'-0"
7'-11" X 14'-0"
LIVING AREACOVERED PORCH
PANTRY
CABINETSFAMILY
FIREPLACE
1/2 BATH
OWNER'S CLOSET
SIDE PORCH
CLOSET
CHASE
PANTRY
W
D
COOLER
ICE
MAKER
FAN
36" MIN.
RAILINGS
LINE OF NEW BEAM KITCHEN ISLANDSINKRANGE
Ref.
7-1/2" RISERS
10" TREADS
7-3/4" RISERS
10" TREADS
BEARING WALL
INSULATION NOTES:
USE R-38 ROCKWOOL INSULATION BETWEEN
CRAWLSPACE JOISTS
USE R-21 ON 2x6 EXTERIOR WALLS
USE R-49 ON CEILING (SPRAY FOAM CLOSED CELL)
USE R-49 ON ROOF (SPRAY FOAM CLOSED CELL)
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
NOTES:
-ALL SMOKE DETECTORS SHALL BE
PHOTOELECTRIC.
-ALL CARBON MONOXIDE DETECTORS
SHALL BE KIDDE PI2010.
SMOKE DETECTORS & CARBON MONOXIDE DETECTORS
SMOKE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING
LOCATIONS: IN THE IMMEDIATE VICINITY OF BEDROOMS, ALL
BEDROOMS ON EACH FLOOR INCLUDING BASEMENTS AND
ATTICS.
PHOTOELECTRIC SMOKE DETECTORS
ANY SMOKE DETECTOR LOCATED WITHIN 20 FEET OF A KITCHEN
OR WITHIN 20 FEET OF A BATHROOM CONTAINING A TUB OR A
SHOWER SHALL BE PHOTOELECTRIC TYPE SMOKE DETECTORS.
EXISTING COVERED
PORCH TO REMAIN
PROJECT NOTES:
-REPLACE ALL EXISTING WINDOWS
-ALL NEW WINDOWS SHALL HAVE A MINIMUM OF 2 PLY 2x8 HEADERS
-REPLACE EXISTING SIDING WITH SHAKE SIDING
-NEW SIDE ENTRY COVERED PORCH
-NEW 30'x8' BUMP OUT ADDITION IN REAR
-ALL NEW EXTERIOR WALLS SHALL BE 2x6
-FINISH EXISTING ATTIC
-RENOVATE EXISTING KITCHEN
-RENOVATE EXISTING BATHROOMS
-ALL EXTERIOR WALLS SHALL BE SPRAYED WITH R-21 CLOSED CELL
INSULATION
-ALL OPEN CEILING/ROOF CAVITIES SHALL BE SPRAYED WITH R-49 CLOSED
CELL INSULATION
-1/2 DRYWALL + PAINT
-ALL NEW ELECTRICAL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN
IN MASSACHUSETTS
-ALL NEW PLUMBING WORK SHALL BE DONE BY A LICENSED PLUMBER IN
MASSACHUSETTS
-ALL NEW HVAC WORK SHALL BE DONE BY A LICENSED HVAC PERSON IN
MASSACHUSETTS
LINE OF NEW BEAM
12FT SLIDER
KITCHEN
1x6 DECKING
S-1S-1
DOOR AND WINDOW NOTES:
EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW
WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE
FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE
AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN
OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. MIN. U-VALUE
OF 0.30. G.C. SHALL PROVIDE ALL WINDOW SPECS TO THE
BUILDING DEPARTMENT.
ALL WALK-THRU DOORS SHALL BE SOLID CORE
INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE
DEFINED BY HOME OWNER PRIOR ORDERING
DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4"
TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60
MINUTES. DOOR SHALL BE SELF CLOSING
EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY
SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE
WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS
WITH MIN. U-VALUE OF 0.30
GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS
1st Floor
DN30" Vanity36" Vanity
36" Vanity 36" Vanity
30" Vanity36" Vanity
36" Vanity 36" Vanity
W06W06W06W06W06W06W06W06
W07W07
W07W07
W03W03 W10W10 W03W03 W03W03 W10W10 W03W03
W01W01
W01W01 506826682868
2868
2868 2868 2468246826682668 1468
SD CO
COSD
SD
SD
SD
SD
30'38'30'38'3'16'-6"8'-6 1/2"6'7'-3"
3'-10"
15'
4'2'-6"5'
2'-4 1/4"11'11'9'-2 3/4"3'-9 1/2"
5'-4"13'13'7'-7 1/2"6'-4 1/2"7'-8"15'-10"6'-6"
13'17'
4'2'-3 3/4"5'-4"2'-9"3'-10"12'-4" X 12'-4"
1075 SQ FT
5'-0" X 8'-2"
12'-0" X 10'-4"
7'-3" X 10'-2"
8'-9" X 12'-4"
8'-7" X 6'-0"
14'-4" X 10'-4"
8'-7" X 7'-3"
LIVING AREA
BEDROOM 4 BEDROOM 2
BATH
MASTER BEDROOM
CHASE
W.I.C.
BEDROOM 3
LIN
BATH
UP
M. BATH CLOSETWINDOW SCHEDULE
NUMBER QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION MANUFACTURER
W01 2 2 21048DH 34 "56 "35"X57"DOUBLE HUNG
W02 2 1 21054DH 34 "64 "35"X65"DOUBLE HUNG
W03 4 2 2150SC 25 "60 "26"X61"SINGLE CASEMENT-HL
W04 6 1 2654DH 30 "64 "31"X65"DOUBLE HUNG
W05 1 1 27310DH 31 "46 "32"X47"DOUBLE HUNG
W06 4 2 2738SC 31 "44 "32"X45"SINGLE CASEMENT-HR
W07 2 2 27410DH 31 "58 "32"X59"DOUBLE HUNG
W08 1 1 4028FX 48 "32 "49"X33"FIXED GLASS
W09 1 1 4654FX 54 "64 "55"X65"FIXED GLASS
W10 2 2 5050FX 60 "60 "61"X61"FIXED GLASS
W11 1 1 5228FX 62 "32 "63"X33"FIXED GLASS
W12 4 3 4837DC 56 "43 "57"X44"DOUBLE CASEMENT-LHL/RHR
W13 2 3 21048DH 34 "56 "35"X57"DOUBLE HUNG
W14 3 0 21010DC 34 "12 "35"X13"DOUBLE CASEMENT-LHL/RHR
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
SHOWER
FAN
FAN
EGRESS EGRESS
EGRESS EGRESS
FAN BEARING WALL
MARVIN
LINE OF NEW BEAM
S-1S-1
MARVIN
MARVIN
2nd Floor
36" Vanity36" Vanity
W12W12W12W12W12W12W12W12
2650
W13W13
2668
W13W13
COSD8'26'
26'5'-8"9'-6"
4'6'6'6'4'30'3'-6"3'-6"8'-10" X 5'-4"
618 SQ FT
27'-0" X 21'-2"
25'-0" X 7'-6"
LIVING AREA
PLAYROOM
MECHANICAL
BATH
DN
FAN
7'-3" CEILING
HEIGHT
SIT ROOF RAFTERS ON
TOP OF THIS WALL
ATTIC
REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER 1045 MAIN STCOTUIT - MASCALE:
1/4" = 1'-0"
DATE:
11/3/2023
DISCLAIMER: THIS
DRAWING IS FOR
REPRESENTATION
PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY
ALL DIMENSIONS IN FIELD
AND TO CONFORM WITH
LOCAL AND STATE
BUILDING CODES. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO ENSURE
THE SAFETY AND PROPER
BUILDING OF THE
STRUCTURE REPRESENTED.
THESE DRAWINGS HAVE
BEEN REVIEWED BY A
PROFESSIONAL ENGINEER
IN THE STATE OF
MASSACHUSETTS.
ALL NEW CONSTRUCTION
SHALL COMPLY WITH THE
MASSACHUSETTS STATE
BUILDING CODE 9TH
EDITION CMR.COPYRIGHT: THESE DRAWINGS ARE EXCUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. A-3
FLOOR PLANS
GENERAL NOTES:GENERAL NOTES:
1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL BUILDING CODES AND
REQUIREMENTS.
2 ALL NEW CONSTRUCTION SHALL COMPLY WITH THE MASSACHUSETTS STATE BUILDING CODE 9TH EDITION CMR.
3 THE GENERAL CONTRACTOR SHALL REVIEW AND NOTIFY MARTIN DESIGNS OF ANY DISCREPANCIES PRIOR TO
COMMENCING WORK.
4 THE GENERAL CONTRACTOR SHALL LEAVE THE PROJECT SITE CLEAR AT ALL TIMES AND REMOVE ALL DEBRIS.
5 THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, PATCHING, CHASING, AND REPAIRING REQUIRED TO PERFORM
THE WORK.
6 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WORK OF ALL TRADES.
7 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL MATERIALS AND EQUIPMENT AS PER
MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
8 DIMENSIONS ARE TO CENTER LINES, TO FACE OF FINISHED SURFACE, OR EXISTING BUILDING GRID LINES.
9 THESE DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS.
10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS,
MATERIALS AND FINISHES WITH THE PROPOSED SCOPE OF WORK.
11 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK
DURING CONSTRUCTION.
12 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING, PAYING, AND SCHEDULING INSPECTIONS AND
PULLING PERMITS.
13 ALL PENETRATIONS SHALL BE SEALED TIGHT WITH UL-LISTED FIRESTOPPING.
14 ALL DATA OUTLETS MUST BE ON A DEDICATED, ISOLATED CIRCUIT.
SCALESCALE
1/4" = 1'-0"1/4" = 1'-0"
SQUARE FOOTAGESQUARE FOOTAGE
FINISHED BSMT: 1,155 SQ-FT
1ST FLOOR: 1,427 SQ-FT
2ND FLOOR: 971 SQ-FT
TOTAL: 3,553 SQ-FT
GENERAL NOTES:GENERAL NOTES:
1IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
COMPLY WITH ALL STATE AND LOCAL BUILDING CODES
AND REQUIREMENTS.
2ALL NEW CONSTRUCTION SHALL COMPLY WITH THE
MASSACHUSETTS STATE BUILDING CODE 9TH EDITION
CMR.
3THE GENERAL CONTRACTOR SHALL REVIEW AND NOTIFY
MARTIN DESIGNS OF ANY DISCREPANCIES PRIOR TO
COMMENCING WORK.
4THE GENERAL CONTRACTOR SHALL LEAVE THE PROJECT
SITE CLEAR AT ALL TIMES AND REMOVE ALL DEBRIS.
5THE GENERAL CONTRACTOR SHALL DO ALL CUTTING,
PATCHING, CHASING, AND REPAIRING REQUIRED TO
PERFORM THE WORK.
6IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
COORDINATE WORK OF ALL TRADES.
7IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
INSTALL ALL MATERIALS AND EQUIPMENT AS PER
MANUFACTURER'S WRITTEN INSTRUCTIONS AND
RECOMMENDATIONS.
8DIMENSIONS ARE TO CENTER LINES, TO FACE OF
FINISHED SURFACE, OR EXISTING BUILDING GRID LINES.
9THESE DRAWINGS ARE NOT TO BE SCALED FOR
DIMENSIONS.
10THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS,
MATERIALS AND FINISHES WITH THE PROPOSED SCOPE
OF WORK.
11THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
ADEQUATELY BRACING AND PROTECTING ALL WORK
DURING CONSTRUCTION.
12THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
APPLYING, PAYING, AND SCHEDULING INSPECTIONS AND
PULLING PERMITS.
13ALL PENETRATIONS SHALL BE SEALED TIGHT WITH UL-
LISTED FIRESTOPPING.
14ALL DATA OUTLETS MUST BE ON A DEDICATED, ISOLATED
CIRCUIT.
1'6'6'1'1'7'
9'-3"9'-1"7'-8"4'
8'-6"8'-1 1/2"16'-6"5'-4 1/2"NEW 2x8 #2 SPF FLOOR JOISTS @ 16" O.C.
EXISTING PORCH
FRAMING TO REMAIN
EXISTING FLOOR
FRAMING TO REMAIN
EXISTING FLOOR
FRAMING TO REMAIN
EXISTING STAIR OPENING
NEW 2x6 PT SILL PLATE
NEW 2x6 PT SILL PLATENEW 2x6 PT SILL PLATE2x8 PT LEDGER w/ 4" LEDGER LOCK SCREWSAT 16" O.C. STAGGEREDUSE LUS28Z HANGERSDOUBLE JOIST2x8 SYP PT DECKJOISTS AT 16" O.C.USE SIMPSON H2.5A
HURRICANE CLIPS ON
EACH JOISTNEW 3 PLY 2x8 SYP PTBEAM DROPPEDDOUBLE JOIST
DTT1Z TENSION
CONNECTOR
DTT1Z TENSION
CONNECTOR
EXISTING BEAM TO REMAIN
1ST FLOOR FRAMING PLAN 16'-6"8'8'14'9'-10"20'-2"
8'-4"
EXISTING BEARING WALL TO REMAIN
EXISTING STAIR
OPENING
2 PLY 2x8 HEADER
CHASE
NEW BEAM 5
2 PLY 1-3/4" x 7-1/4" LVL FLUSH BEAM
NEW BEAM 4
NEW 3 PLY 1-3/4" x 11-7/8" LVL FLUSH BEAM
EXISTING FLOOR JOISTS TO REMAIN
DOUBLE 2x12 #2 S.P.F.WINDOW HEADERDOUBLE 2x12 #2 S.P.F.
WINDOW HEADER
DOUBLE 2x12 #2 S.P.F.
WINDOW HEADER
EXISTING FLOOR JOISTS TO REMAIN
NEW 2x8 #2 SPF FLOOR JOISTS @ 16" O.C.
NEW BEAM 3
3 PLY 1-3/4" x 9-1/4" LVL HEADER
USE LUS28 HANGERS
EXISTING PORCH
JOISTS TO REMAINDOUBLE 2x8 #2 S.P.F.WINDOW HEADERDOUBLE 2x8 #2 S.P.F.WINDOW HEADERDOUBLE 2x8 #2 S.P.F.WINDOW HEADERDOUBLE 2x8 #2 S.P.F.
DOOR HEADERNEW 2x8 #2 SPF PORCH CEILING JOISTS @ 16" O.C.2x8 PT LEDGER w/ 4" LEDGER LOCK SCREWSAT 16" O.C. STAGGEREDUSE LUS28Z HANGERS3 PLY 2x12 #2 SPF DROPPED BEAM4x6 DF SOLID POST DNALL PORCH POSTS AND
BEAMS SHALL BE
TREATED OR WRAPPED
IN AZEK OR
COMPOSITE.
(4) 2x6 STUDS NAILED TOGETHER
POST UP/DN
NEW 3.5"x5.25" V-
LAM POST DN
NEW 3.5"x5.25" V-
LAM POST DN
POST UP/DNUSE LUS28 HANGERS
(3) 2x6 STUDS NAILED TOGETHER
2ND FLOOR FRAMING PLAN
16'16'-6"9'-2 3/4"9'-1 1/2"7'-7 3/4"21'-6"4'
9'-4 1/2"
DOUBLE 2x10 #2 S.P.F. WINDOW HEADER DOUBLE 2x10 #2 S.P.F. WINDOW HEADER
DOUBLE 2x8 #2 S.P.F.
WINDOW HEADER
DOUBLE 2x8 #2 S.P.F.
WINDOW HEADER
SISTER NEW 2x10 #2 SPF FLOOR JOISTS @
16" O.C. NEXT TO EXISTING FLOOR JOISTS
NEW BEAM 1
3 PLY 1-3/4" x 7-1/4" LVL FLUSH BEAM
NEW 2 PLY 2x8 #2 S.P.F.
FLUSH HEADER
NEW BEAM 2
2 PLY 1-3/4" x 7-1/4" LVL FLUSH BEAM
CHASECHIMNEY
EXISTING BEARING WALL TO REMAIN
EXISTING STAIRS
OPENING
DOUBLE 2x8 #2 S.P.F.WINDOW HEADERDOUBLE 2x10 #2 S.P.F.WINDOW HEADERDOUBLE 2x8 #2 S.P.F.WINDOW HEADERDOUBLE 2x8 #2 S.P.F.WINDOW HEADEREXISTING FLOOR JOISTS TO REMAIN
CUT EXISTING FLOOR JOISTS AND HANG
FROM NEW BEAM. USE LUS28 HANGERS
(4) 2x4 STUDS
NAILED TOGETHER
NEW 3.5"x3.5" V-LAM
POST DN
(4) 2x4 STUDS
NAILED TOGETHER
-ALL END BEARING POSTS SHALL
HAVE A LCE4 POST CAP
-ALL MIDDLE BEARING POSTS
SHALL HAVE A AC6 POST CAP
(4) 2x4 STUDS
NAILED TOGETHER
NEW 3.5"x3.5" V-LAM
POST DN
(3) 2x4 STUDS
NAILED TOGETHER
ATTIC FRAMING PLAN DOUBLE 2x8 #2 S.P.F.WINDOW HEADERDOUBLE 2x8 #2 S.P.F.WINDOW HEADER2x8 #2 SPF CEILING JOISTS @ 16" O.C.
TIE CEILING JOISTS INTO ROOF RAFTERS
TIE CEILING JOISTS INTO ROOF RAFTERS
DOUBLE 2x10 #2 S.P.F.
WINDOW HEADER
(3) 2x6 JACK STUDS DN
DOUBLE 2x10 #2 S.P.F.
WINDOW HEADER
DOUBLE 2x10 #2 S.P.F.
WINDOW HEADER
DOUBLE 2x10 #2 S.P.F.
WINDOW HEADER
(3) 2x6 JACK STUDS DN
CEILING FRAMING PLAN 16'OVERFRAME
FRAME NEW SINGLE 2x12 RIDGE
BOARD UNDER EXISTING RIDGE
EXISTING ROOF RAFTERS TO REMAIN
EXISTING PORCH RAFTERS TO
REMAIN
NEW 2x10 #2 S.P.F. ROOF RAFTERS AT 16" O.C.NEW 2x8 #2 S.P.F. PORCH RAFTERS AT 16" O.C.SIT ROOF RAFTERS ON WALL BELOW
NEW 2x10 #2 S.P.F. ROOF RAFTERS AT 16" O.C.NEW DOUBLE 2x10 ROOF RAFTERS UNDER DORMER WALLNEW DOUBLE 2x10 ROOF RAFTERS UNDER DORMER WALLNEW DOUBLE ROOF RAFTERNEW DOUBLE ROOF RAFTERNEW 2x10 DIAPHRAGM BLOCKING ON FIRST 2 BAYSNEW 2x10 DIAPHRAGM BLOCKING ON FIRST 2 BAYSROOF FRAMING PLAN
REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER 1045 MAIN STCOTUIT - MASCALE:
1/4" = 1'-0"
DATE:
11/3/2023
DISCLAIMER: THIS
DRAWING IS FOR
REPRESENTATION
PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY
ALL DIMENSIONS IN FIELD
AND TO CONFORM WITH
LOCAL AND STATE
BUILDING CODES. IT IS THE
RESPONSIBILITY OF THE
CONTRACTOR TO ENSURE
THE SAFETY AND PROPER
BUILDING OF THE
STRUCTURE REPRESENTED.
THESE DRAWINGS HAVE
BEEN REVIEWED BY A
PROFESSIONAL ENGINEER
IN THE STATE OF
MASSACHUSETTS.
ALL NEW CONSTRUCTION
SHALL COMPLY WITH THE
MASSACHUSETTS STATE
BUILDING CODE 9TH
EDITION CMR.COPYRIGHT: THESE DRAWINGS ARE EXCUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. A-4
FRAMING
PLANS
GENERAL NOTES:GENERAL NOTES:1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLYWITH ALL STATE AND LOCAL BUILDING CODES ANDREQUIREMENTS.2 ALL NEW CONSTRUCTION SHALL COMPLY WITH THEMASSACHUSETTS STATE BUILDING CODE 9TH EDITION CMR. 3 THE GENERAL CONTRACTOR SHALL REVIEW AND NOTIFYMARTIN DESIGNS OF ANY DISCREPANCIES PRIOR TOCOMMENCING WORK. 4 THE GENERAL CONTRACTOR SHALL LEAVE THE PROJECT SITECLEAR AT ALL TIMES AND REMOVE ALL DEBRIS.5 THE GENERAL CONTRACTOR SHALL DO ALL CUTTING,PATCHING, CHASING, AND REPAIRING REQUIRED TOPERFORM THE WORK.6 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOCOORDINATE WORK OF ALL TRADES.7 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALLALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'SWRITTEN INSTRUCTIONS AND RECOMMENDATIONS.8 DIMENSIONS ARE TO CENTER LINES, TO FACE OF FINISHED
SURFACE, OR EXISTING BUILDING GRID LINES.
9 THESE DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS.
10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS,
MATERIALS AND FINISHES WITH THE PROPOSED SCOPE OF
WORK.
11 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
ADEQUATELY BRACING AND PROTECTING ALL WORK DURING
CONSTRUCTION.
12 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
APPLYING, PAYING, AND SCHEDULING INSPECTIONS AND
PULLING PERMITS.
13 ALL PENETRATIONS SHALL BE SEALED TIGHT WITH UL-LISTED
FIRESTOPPING.
14 ALL DATA OUTLETS MUST BE ON A DEDICATED, ISOLATED
CIRCUIT.
SCALESCALE
1/4" = 1'-0"1/4" = 1'-0"
FRAMING NOTES:FRAMING NOTES:
1 ALL FRAMING WORK SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF THE MASSACHUSETTS RESIDENTIAL
BUILDING CODE 9TH EDITION CMR.
2 MARTIN DESIGNS MAKES NO CLAIMS TOWARDS EXISTING
CONDITIONS.
3 GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY
BRACING BEFORE AND DURING FRAMING.
4 ALL SILL PLATES, WALL BASE AT GARAGE, BASEMENT,
DECK & PORCH FRAMING SHALL BE PRESSURE TREATED.
5 ALL FRAMING LUMBER, BEAMS, JOISTS, RAFTERS,
HEADERS, PLATES AND SILL SHALL BE SPRUCE PINE FIR
#2 OR BETTER.
6 ALL LVL BEAMS SHALL BE VERSALAM BY BOISE CASCADE
2.0.
7 ALL VERSALAM COLUMNS SHALL BE VERSA-LAM 1.8 BY
BOISE CASCADE.
8 4 PLY LVL BEAMS SHALL BE SCREWED TOGETHER WITH
SDWS SIMPSON SCREWS.
9 ALL JOIST AND BEAM HANGERS SHALL BE SIMPSON.
10 ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD.
11 PLYWOOD SUBFLOORS SHALL BE TONGUE AND GROOVE,
3/4" THICK, A/C.
12 EXTERIOR HEADERS SHALL BE 2 PLY 2x8s SPF #2
MINIMUM. INTERIOR HEADERS SHALL BE 2 PLY 2x8s SPF #2
MINIMUM.
13 HEADERS AND BEAMS SHALL BE SUPPORTED BY TWO
JACK STUD AND ONE KING STUD.
14 ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING
WALLS SHALL BE 2x6 @ 16" O.C. WITH 2 ROWS OF
HORIZONTAL BLOCKING AT 1/3" POINTS.
15 BLOCK IN BETWEEN ALL JOIST BAYS
ROOF NOTES:ROOF NOTES:
1 ASPHALT ROOF SHINGLES OR EQUAL, BLEND TO EXISTING.
2 ALL ROOF SHEATHING SHALL BE 5/8" TONGUE AND
GROOVE CDX PLYWOOD.
3 3'-0" WIDE ICE & WATER SHIELD AT ALL ROOF/WALL
JUNCTIONS.
4 GENERAL CONTRACTOR TO PROVIDE FLASHING PER
MANUFACTURER'S INSTALLATION REQUIREMENTS AT ALL
ROOF/WALL JUNCTIONS.
5 CONTINUOUS ROOF VENT TYPICAL.
6 ALUMINUM DRIP EDGE.
7 ALUMINUM GUTTERS & DOWNSPOUTS.
8 1x8 FASCIA & SOFFIT WITH 2" CONTINUOUS VENT. 2x SUB-
FASCIA. 1X2 TRIM
9 USE SIMPSON HURRICANE CLIPS AS REQUIRED BY
MASSACHUSETTS STATE BUILDING CODE.
10 GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY
BRACING AND SHORING TO AVOID EXCESSIVE STRESSES
AND HOLD STRUCTURAL ELEMENTS IN PLACE DURING
CONSTRUCTION.
11 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES
FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE
UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS
VENTILATION FOR EACH SEPARATE SPACE BY
VENTILATING OPENINGS PROTECTED AGAINST THE
ENTRANCE OF RAIN AND/OR SNOW.
12 VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION
OF 1/16 INCH MINIMUM AND 1/4 INCH SHALL BE PROVIDED
WITH CORROSION-RESISTANT WIRE CLOTH SCREENING,
HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS
HAVING A LEAST DIMENSION OF 1/16 INCH MINIMUM AND
1/4 INCH MAXIMUM.