HomeMy WebLinkAboutAP-2024-033 6M Development - ElevationsW04W04W04W04W04W04W04W04
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W04W04W04W04W04W04W04W04 31'4'6 / 12
6 / 12
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Exterior Elevation Front
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4'6 / 12
6 / 12
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Exterior Elevation Back REVISION TABLEDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER1045 MAIN STCOTUIT - MASCALE:
3/8" = 1'-0"
DATE:
8/27/2024
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 EXCLUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. PROPOSED
BARN
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.
FOR PROPER SCALE; THESE DRAWINGS SHOULD BE PRINTED ON ARCH D PAPER SIZE (24"x36")
DESIGN CRITERIA:DESIGN CRITERIA:
40 PSF LIVING AREA LIVE LOADS
30 PSF SLEEPING AREA LIVE LOADS
20 PSF UNINHABITABLE ATTIC LIVE LOADS
15 PSF ROOF DEAD LOADS
30 PSF ROOF SNOW LOADS
60 PSF BALCONIES AND DECKS LIVE LOADS
WIND SPEED: 140 mph - Exposure B
FROST WALL DEPTH: 4'-0"
P.E. STAMP
CUSTOM ORDERCUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
4'4'3 / 1 2
6 / 1 2
6 / 12
3 / 12
10"
OVERHANGS
VERTICAL
SIDING
4' FROSTWALL CUSTOM ORDERCUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER
Exterior Elevation Left
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4'3 / 1 2
6 / 1 2
6 / 12
3 / 12
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Exterior Elevation Right
REVISION TABLEDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER1045 MAIN STCOTUIT - MASCALE:
3/8" = 1'-0"
DATE:
8/27/2024
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 EXCLUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. A-2
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 JOIST AND BEAM HANGERS SHALL BE SIMPSON GALVANIZED.
7 ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD.
8 PLYWOOD SUBFLOORS SHALL BE TONGUE AND GROOVE, 3/4" THICK, A/C.
9 BLOCK ALL JOIST BAYS WITH 2x10 SYP PT.
10 USE GALVANIZED SIMPSON HURRICANE CLIPS ON EVERY JOIST.
11 USE GALVANIZED SIMPSON POST CAP ON EVERY POST.
12 ALL DECK BEAMS, POSTS, AND EXPOSED LUMBER SHALL BE PRESSURE TREATED.
13 ALL NAILS, BOLTS AND HARDWARE SHALL BE PRESSURE TREATED.
14 36" MIN. RAILING AROUND DECK AND STAIRS.
15 BLOCK IN BETWEEN EVERY JOIST BAYS
DEMOLITION NOTES:DEMOLITION NOTES:
1 IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO COMPLY WITH ALL STATE
AND LOCAL BUILDING CODES AND
REQUIREMENTS.
2 GENERAL CONTRACTOR SHALL ACCEPT FULL
RESPONSIBILITY FOR THE STABILITY AND
STRUCTURAL INTEGRITY OF THE EXISTING
STRUCTURES WITHIN AND ADJACENT TO THE
WORKS.
3 THE GENERAL CONTRACTOR SHALL PROVIDE
ANY NECESSARY WALL BRACING PRIOR TO
REMOVING ANY WALLS.
4 THE GENERAL CONTRACTOR SHALL MAINTAIN
THE WORK SITE CLEAN AND DEBRIS FREE AT
ALL TIMES.
5 THE GENERAL CONTRACTOR SHALL REMOVE
ANY DEBRIS FROM THE CONSTRUCTION SITE.
6 THE GENERAL CONTRACTOR TO MAKE SURE
THAT ALL EXTERIOR OPENINGS ARE PROPERLY
COVERED FROM THE WEATHER. INTERIOR OF
THE HOUSE SHALL NOT BE EXPOSED TO THE
WEATHER.
7 ALL GAS/WATER/SEWER/ELECTRIC LINES
SHALL BE REMOVED OUT OF THE WAY BEFORE
DEMOLITION BEGINS.
FOR PROPER SCALE; THESE DRAWINGS SHOULD BE PRINTED ON ARCH D PAPER SIZE (24"x36")
ROOF NOTES:ROOF NOTES:1 30 YEAR ASPHALT SHINGLES OR EQUAL2ALL 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'SINSTALLATION 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 TRIM9USE SIMPSON HURRICANE CLIPS AS REQUIRED BY MASSACHUSETTS STATEBUILDING CODE.10 GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING ANDSHORING TO AVOID EXCESSIVE STRESSES AND HOLD STRUCTURAL ELEMENTS INPLACE DURING CONSTRUCTION.11 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGSARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVECROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGSPROTECTED AGAINST THE ENTRANCE OF RAIN AND/OR SNOW. 12 VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUMAND 1/4 INCH SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTHSCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING ALEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM.
PROPOSED
BARN
ELEVATIONS
P.E. STAMP
CUSTOM ORDERW01W01 60806080308090809080
W04W04W04W043080W04W04W04W04
26682668
3068W02W02 W02W02 W02W02
3080UP
UP
3 PLY 2x10 HEADER
3 PLY 2x10 HEADER
SOLE PLATE
DOUBLE TOP PLATECRIPPLE 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 WALL FRAMING DETAIL
NOT TO SCALE 1ST FLOOR WALL ROUGH HEIGHT2ND FLOOR WALL ROUGH HEIGHT6x8 Post 6x8 Post
6x8 Post
SDCO
HD HD
3'9'2'9'3'
26'26'
52'28'38'10'38'26'26'
52'13'-2"8'10'8'-6"9'8'-6"10'3'-2"
12'-6"
4'-6"3'-6"8'5'6'14'-10"18'24'2'
5'8'8'5'5'5'5'15'6'5'10'14'13'10'-2 3/4"13'
3'-10 1/4"5'-11 1/2"
6'-8 3/4"3'-3"6'-6"
25'-0" X 37'-0"
925 SQ FT
25'-6" X 14'-4"
363 SQ FT
19'-1" X 12'-8"
225 SQ FT
6'-1" X 12'-6"
61 SQ FT
5'-7" X 4'-10"
27 SQ FT
25'-0" X 9'-5"
236 SQ FT
2-CAR GARAGE
BATH
KITCHEN
FIREPLACE2x4 BEARING WALL
STORAGE EQUIPMENT
26' x 10'
COVERED PORCH
260 SQ-FT
FAN
LINE OF WALL ABOVE
CLOSET
GREAT ROOM
9'-0" CEILING
HEIGHT
9'-0" CEILING
HEIGHT
WINDOW SCHEDULE
LINE OF WALL ABOVE
EV
CHARGING
PORT
15 Risers @ 8"
14 Treads @ 10"
FINISHED
4" LALLY COLUMN w/
6"x8" SPRINGFIELD
PLATES ON 24"x24"x24"
CONCRETE FOOTINGS.
4" LALLY COLUMN w/
6"x8" SPRINGFIELD
PLATES ON 24"x24"x24"
CONCRETE FOOTINGS.36" min. RailingsSMOKE DETECTORCARBON MONOXIDE DETECTORHEAT DETECTORNOTES:-ALL SMOKE DETECTORS SHALL BEPHOTOELECTRIC.-ALL CARBON MONOXIDE DETECTORSSHALL BE KIDDE PI2010.-ALL HEAT DETECTORS SHALL BE KIDDEFIREX HARDWIRED INTER-CONNECTABLE.SMOKE DETECTORS & CARBON MONOXIDE DETECTORS SMOKE DETECTORS SHALL BE INSTALLED IN THE FOLLOWINGLOCATIONS: IN THE IMMEDIATE VICINITY OF BEDROOMS, ALLBEDROOMS ON EACH FLOOR INCLUDING BASEMENTS ANDATTICS.PHOTOELECTRIC SMOKE DETECTORSANY SMOKE DETECTOR LOCATED WITHIN 20 FEET OF A KITCHENOR WITHIN 20 FEET OF A BATHROOM CONTAINING A TUB OR ASHOWER SHALL BE PHOTOELECTRIC TYPE SMOKE DETECTORS.INSULATION NOTES:USE 2" RIGID INSULATION UNDER FOUNDATIONSLABUSE R-30 ON 2x6 EXTERIOR WALLS (SPRAY FOAM )USE R-30 ON GARAGE CEILINGUSE R-60 ON ROOF RAFTERS(SPRAY FOAM)
S-1S-1
DOOR AND WINDOW NOTES:EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOWWITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THEFINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLEAREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE ANOPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. MIN. U-VALUEOF 0.30. G.C. SHALL PROVIDE ALL WINDOW SPECS TO THEBUILDING DEPARTMENT.ALL WALK-THRU DOORS SHALL BE SOLID COREINTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BEDEFINED BY HOME OWNER PRIOR ORDERINGDOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4"TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60MINUTES. DOOR SHALL BE SELF CLOSINGEXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAYSHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDEWITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OREFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASSWITH MIN. U-VALUE OF 0.30 GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS
1st Floor
DN
CUSTOM ORDERCUSTOM ORDERW05W05 W03W03
W03W03W03W03W03W03W03W03W03W03W03W03
W03W03
W03W03
W03W03266826685068
266826682868
2868
2668
MAXIMUM ALLOWABLE SPAN CHART FOR
SPRUCE-PINE-FIR #2
O.C.
SPACING
(INCHES)
MEMBER
SIZE
FLOOR JOISTS
40psf LL / 10 psf DL /
L/360 DEFLECTION
CEILING JOISTS
20psf LL / 10 psf DL /
L/240 DEFLECTION
UNINHABITABLE
ROOF RAFTERS
30psf GSL / 20 psf DL /
L/180 DEFLECTION
NOTES:
LL = LIVE LOAD / DL = DEAD LOAD / GSL = GROUND SNOW LOAD
THE ABOVE FLOOR JOIST TABLE IS BASED ON THE IRC 2018 TABLE R502.3.1(2)
THE ABOVE CEILING JOIST TABLE IS BASED ON THE IRC 2018 TABLE R802.5.1(2)
THE ABOVE ROOF RAFTER TABLE IS BASED ON THE IRC 2018 TABLE R802.4.1(3)
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
STRIP FOOTING DETAIL
NOT TO SCALE
24"x24" STRIP
FOOTING
LCE4
LCE4 POST CAP DETAIL
NOT TO SCALE
SIMPSON HANGER CONNECTION DETAIL
NOT TO SCALE
LUS SIMPSON HANGER
SIMPSON HURRICANE CONNECTOR DETAIL
NOT TO SCALE
SIMPSON HURRICANE TIE
H2.5A
2x RAFTER
DOUBLE 2X TOP
PLATE
SIMPSON ABA66z DETAIL
NOT TO SCALE
CO SD
SD
SD
28'52'10'-3"7'-6"10'-3"12'12'16'-6"
13'10'
12'-6"
8'4'5'-6"8'-6"8'-6"5'-6"3'6'-8"11'-10"10'-3"16'-4"6'-8"5'-3"7'-7"6'20'20'6'
8'-5 1/4"7'-6"12'-6"28'15'-9" X 27'-0"
454 SQ FT
11'-10" X 9'-7"
114 SQ FT
7'-8" X 7'-8"
58 SQ FT
3'-0" X 6'-8"
20 SQ FT
9'-8" X 7'-9"
63 SQ FT
6'-3" X 3'-6"
22 SQ FT
7'-9" X 7'-2"
55 SQ FT27'-2" X 5'-9"
115 SQ FT
11'-6" X 11'-4"
130 SQ FT
12'-8" X 11'-4"
143 SQ FT
7'-8" X 3'-4"
25 SQ FT
11'-10" X 9'-7"
120 SQ FT
LIVING AREA
BATH
OPEN TO BELOW 36" RAILINGSBATH
BATH
HALL
BEDROOM 2
PRIMARY BEDROOM
SHOWER
CLOSET
FITNESS ROOM
OFFICE
FINISHED SQ-FT
1ST FLOOR = 681 SQ-FT
2ND FLOOR = 908 SQ-FT
TOTAL = 1,589 SQ-FT
CLOSET
FAN
FAN8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
FAN
EGRESS
EGRESS
ATTIC
ACCESS
24"x36"
S-1S-1
2x6 BOTTOM CHORDS 12 61262x6 T O P C H O R D S 2x6 TOP CHORDSSTORAGE
2nd Floor
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
STRIP FOOTING DETAIL
NOT TO SCALE
24"x24" STRIP
FOOTING
26'26'
52'48'26'26'
52'28'38'10'10'2'-9"9'-6"1'-6"9'-6"2'-9"13'-2"10"2'10"2'10"
2'
10"
2'
16'-6"9'-6"
24" x 24" STRIP
FOOTING. SEE
DETAIL
CONCRETE SLAB
SURFACE TO
SLOPE 2% OR 1/4"
PER FOOT TO
PROVIDE
ADEQUATE
DRAINAGE
FIELD COORDINATE T.O.C.
DROP PER GARAGE SLAB
ELEVATION
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL 2" RIGID INSULATION
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL 2" RIGID INSULATION
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL 2" RIGID INSULATION
24" WIDE x 10"
CONCRETE
FOOTINGS (Typ.)
48" FROSTWALL BELOW GRADE
5/8" DIA. 1'-0" APART
HOLD DOWNS ON
ALL CORNERS (Typ.)
5/8" DIA. 1'-0" APART
HOLD DOWNS ON
ALL CORNERS (Typ.)
5/8" DIA. 1'-0" APART
HOLD DOWNS ON
ALL CORNERS (Typ.)
SLAB ON GRADE
SLAB ON GRADE
SLAB ON GRADE
48" FROSTWALL BELOW GRADE
48" FROSTWALL BELOW GRADE48" FROSTWALL BELOW GRADE
48" FROSTWALL BELOW GRADE
24" x 24" STRIP
FOOTING. SEE
DETAIL
Foundation
CONCRETE FOUNDATION
CONCRETE FOOTING
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
24"24"STRIP FOOTING DETAIL
NOT TO SCALE
24"x24" STRIP
FOOTING DOUBLE #4
REBARS
GRADE 6048"2" RIGID INSULATION
4" CONCRETE SLAB
6x6x10 WIRE MESH
Garage Slab Detail
Not To Scale
7/16" ZIP SHEATHING/SIDING
1" EXPANSION JOINT
2x6 TREATED MUDSILL
CAST-IN-PLACE
5/8" ANCHOR BOLT AND
3" X 3" X 1/4" PLATE WASHER
AT 24" O.C.
2x6 STUD WALL
SILL SEALER
10" CONCRETE FOUNDATION
10" x 24" CONCRETE FOOTING
4" GRAVEL
VAPOR BARRIER
2" RIGID INSULATION
(2) #4 REBARS
KEYWAY
48" FROSTWALL BELOW GRADE
4" FLEXIBLE HDPE (high-density polyethylene)
DRAINAGE SYSTEM
4" CONCRETE SLAB
6x6x10 WIRE MESH
Slab on Grade Foundation Detail
Not To Scale
7/16" ZIP SHEATHING/SIDING
2" RIGID INSULATION
(4) 2x4 PT SILL PLATE
18" LONG CAST-IN-PLACE
5/8" ANCHOR BOLT AND
3" X 3" X 1/4" PLATE WASHER
AT 24" O.C.
SILL SEALER
10" CONCRETE FOUNDATION
10" x 24" CONCRETE FOOTING
4" GRAVEL
VAPOR BARRIER
2" RIGID INSULATION
2" RIGID INSULATION
(2) #4 REBARS
KEYWAY
48" FROSTWALL BELOW GRADE
4" FLEXIBLE HDPE (high-density polyethylene)
DRAINAGE SYSTEM
SOIL GAS RETARDER MEMBRANE
R-30 INSULATION
2x6 STUD WALL
2x6 PT SILL PLATE
24" x 24" STRIP
FOOTING. SEE
DETAIL
CONCRETE SLAB
SURFACE TO
SLOPE 2% OR 1/4"
PER FOOT TO
PROVIDE
ADEQUATE
DRAINAGE
FIELD COORDINATE T.O.C.
DROP PER GARAGE SLAB
ELEVATION
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL 2" RIGID INSULATION
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL 2" RIGID INSULATION
NEW 4" CONCRETE SLAB ON 6 MIL.
VAPOR BARRIER 6"x6"x10/10 WELDED
WIRE MESH & 4" MIN. COMPACTED
GRAVEL 2" RIGID INSULATION
24" WIDE x 10"
CONCRETE
FOOTINGS (Typ.)
48" FROSTWALL BELOW GRADE
5/8" DIA. 1'-0" APART
HOLD DOWNS ON
ALL CORNERS (Typ.)
5/8" DIA. 1'-0" APART
HOLD DOWNS ON
ALL CORNERS (Typ.)
5/8" DIA. 1'-0" APART
HOLD DOWNS ON
ALL CORNERS (Typ.)
SLAB ON GRADE
SLAB ON GRADE
SLAB ON GRADE
48" FROSTWALL BELOW GRADE
48" FROSTWALL BELOW GRADE48" FROSTWALL BELOW GRADE
48" FROSTWALL BELOW GRADE
24" x 24" STRIP
FOOTING. SEE
DETAIL
3 PLY 2x10 HEADER
3 PLY 2x10 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 WALL FRAMING DETAIL
NOT TO SCALE 1ST FLOOR WALL ROUGH HEIGHT2ND FLOOR WALL ROUGH HEIGHTHD
CO
SD
FIREPLACE2x4 BEARING WALL
26' x 10'
COVERED PORCH
260 SQ-FT
FAN
LINE OF WALL ABOVE
9'-0" CEILING
HEIGHT
9'-0" CEILING
HEIGHT
LINE OF WALL ABOVE
EV
CHARGING
PORT
15 Risers @ 8"
14 Treads @ 10"
FINISHED
4" LALLY COLUMN w/
6"x8" SPRINGFIELD
PLATES ON 24"x24"x24"
CONCRETE FOOTINGS.
4" LALLY COLUMN w/
6"x8" SPRINGFIELD
PLATES ON 24"x24"x24"
CONCRETE FOOTINGS.36" min. RailingsSMOKE DETECTOR
CARBON MONOXIDE DETECTOR
HEAT DETECTOR
NOTES:
-ALL SMOKE DETECTORS SHALL BE
PHOTOELECTRIC.
-ALL CARBON MONOXIDE DETECTORS
SHALL BE KIDDE PI2010.
-ALL HEAT DETECTORS SHALL BE KIDDE
FIREX HARDWIRED INTER-CONNECTABLE.
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.
INSULATION NOTES:
USE 2" RIGID INSULATION UNDER FOUNDATION
SLAB
USE R-30 ON 2x6 EXTERIOR WALLS (SPRAY FOAM )
USE R-30 ON GARAGE CEILING
USE R-60 ON ROOF RAFTERS(SPRAY FOAM)
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 REVISION TABLEDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER1045 MAIN STCOTUIT - MASCALE:
3/8" = 1'-0"
DATE:
8/27/2024
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 EXCLUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. A-3
DEMOLITION NOTES:DEMOLITION NOTES:
1IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL
STATE AND LOCAL BUILDING CODES AND REQUIREMENTS.
2GENERAL CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE
STABILITY AND STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES
WITHIN AND ADJACENT TO THE WORKS.
3THE GENERAL CONTRACTOR SHALL PROVIDE ANY NECESSARY WALL
BRACING PRIOR TO REMOVING ANY WALLS.
4THE GENERAL CONTRACTOR SHALL MAINTAIN THE WORK SITE CLEAN
AND DEBRIS FREE AT ALL TIMES.
5THE GENERAL CONTRACTOR SHALL REMOVE ANY DEBRIS FROM THE
CONSTRUCTION SITE.
6THE GENERAL CONTRACTOR TO MAKE SURE THAT ALL EXTERIOR
OPENINGS ARE PROPERLY COVERED FROM THE WEATHER. INTERIOR
OF THE HOUSE SHALL NOT BE EXPOSED TO THE WEATHER.
7ALL GAS/WATER/SEWER/ELECTRIC LINES SHALL BE REMOVED OUT OF
THE WAY BEFORE DEMOLITION BEGINS.
FRAMING NOTES:FRAMING NOTES:1 ALL FRAMING WORK SHALL BE IN ACCORDANCE WITH THE LATESTEDITION OF THE MASSACHUSETTS RESIDENTIAL BUILDING CODE 9THEDITION CMR. 2 MARTIN DESIGNS MAKES NO CLAIMS TOWARDS EXISTINGCONDITIONS. 3 GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACINGBEFORE 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, PLATESAND 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 BOISECASCADE.8 4 PLY LVL BEAMS SHALL BE SCREWED TOGETHER WITH SDWSSIMPSON 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 3 PLY 2x8s SPF #2 MINIMUM. INTERIORHEADERS SHALL BE 2 PLY 2x10s SPF #2 MINIMUM.13 HEADERS AND BEAMS SHALL BE SUPPORTED BY TWO JACK STUDAND ONE KING STUD.14 ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALLBE 2x6 @ 16" O.C. WITH 2 ROWS OF HORIZONTAL BLOCKING AT 1/3"POINTS.15 3/4 HOUR FIRE RESISTANCE RATING REQUIRED BETWEEN HOUSE &GARAGE CAN BE ACHIEVED WITH ONE LAYER OF 5/8" TYPE XDRYWALL ON GARAGE SIDE AND ONE LAYER 1/2" TYPE X DRYWALL
ON THE HOUSE SIDE.
16 BLOCK IN BETWEEN ALL JOIST BAYS
ROOF NOTES:ROOF NOTES:1 30 YEAR ASPHALT SHINGLES OR EQUAL2ALL ROOF SHEATHING SHALL BE 5/8" TONGUE AND GROOVE CDXPLYWOOD. 3 3'-0" WIDE ICE & WATER SHIELD AT ALL ROOF/WALL JUNCTIONS. 4 GENERAL CONTRACTOR TO PROVIDE FLASHING PERMANUFACTURER'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 TRIM9USE SIMPSON HURRICANE CLIPS AS REQUIRED BYMASSACHUSETTS STATE BUILDING CODE.10 GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARYBRACING AND SHORING TO AVOID EXCESSIVE STRESSES ANDHOLD STRUCTURAL ELEMENTS IN PLACE DURINGCONSTRUCTION.11 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMEDWHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OFROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACHSEPARATE SPACE BY VENTILATING OPENINGS PROTECTEDAGAINST THE ENTRANCE OF RAIN AND/OR SNOW. 12 VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF1/16 INCH MINIMUM AND 1/4 INCH SHALL BE PROVIDED WITHCORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARECLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEASTDIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM.
FOR PROPER SCALE; THESE DRAWINGS SHOULD BE PRINTED ON ARCH D PAPER SIZE (24"x36")
EXISTING SQUARE FOOTAGEEXISTING SQUARE FOOTAGE
1ST FLOOR: 1,136 SQ-FT
E XIS TINGEXISTING
PRO PO SEDPROPOSED
DESIGN CRITERIA:DESIGN CRITERIA:
40 PSF LIVING AREA LIVE LOADS
30 PSF SLEEPING AREA LIVE LOADS
20 PSF UNINHABITABLE ATTIC LIVE LOADS
15 PSF ROOF DEAD LOAD
40 PSF ROOF SNOW LOAD
60 PSF BALCONIES AND DECKS LIVE LOADS
WIND SPEED: 128 mph
FROST WALL DEPTH: 4'-0"
PROJECT NOTES:PROJECT NOTES:1.FINISH EXISTING BASEMENT
2.ADD FULL BATHROOM IN NEW BASEMENT
3.GUT AND RENOVATE ENTIRE 1ST FLOOR
4.ADD NEW MASTER SUITE TO 2ND FLOOR
5.ADD NEW REAR SHED DORMER ON 2ND FLOOR
6.ADD NEW REAR WOOD DECK
7.REPLACE ALL EXISTING WINDOWS AND DOORS
8.INSULATE ENTIRE HOUSE PER NEW CODE
9.ALL ELECTRICAL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN
10.ALL PLUMBING WORK SHALL BE DONE BY A LICENSED PLUMBER
11.ALL HVAC WORK SHALL BE DONE BY A LICENSED TECHNICIAN
12.UPDATE ALL SMOKE & CO DETECTORS
PROPOSED SQUARE FOOTAGEPROPOSED SQUARE FOOTAGE
1ST FLOOR: 1,136 SQ-FT
2ND FLOOR: 1,136 SQ-FT
BASEMENT: 590 SQ-FT
INSULATION NOTES:USE R-21 ON 2x EXTERIOR WALLSUSE R-49 ON ROOF (SPRAY FOAM
CLOSED CELL)
PROPOSED
BARN FLOOR
PLANS
P.E. STAMP
6x8 Post 6x8 Post
6x8 Post 10'28'14'14'16'-4"
13'
13'
13'
13'10'10'8'-6"9'8'-6"4'-6"14'-11 3/4"10'WINDOW SCHEDULE
3 PLY 1-3/4" x 11-7/8" LVL
DROPPED GARAGE HEADER
2x8 #2 S.P.F. CEILING
JOISTS AT 16" O.C.
2x8 #2 S.P.F. CEILING
JOISTS AT 16" O.C.
3 PLY 1-3/4" x 11-7/8" LVL
DROPPED GARAGE HEADER
FRAME PER PFH
METHOD
(4) 2x6 STUDS
NAILED TOGETHER
(4) 2x6 STUDS
NAILED TOGETHER(4) 2x6 STUDS
NAILED TOGETHER TRIPLE 2x10 #2 S.P.F.WINDOW HEADER3 PLY 1-3/4" x 11-7/8" LVL
FLUSH BEAM
3 PLY 1-3/4" x 9-1/2" LVL
FLUSH BEAM
3 PLY 1-3/4" x 9-1/2"LVL DOOR HEADER4x6 D.F. POST DN
4x6 D.F. POST DN3 PLY 1-3/4" x 9-1/2"LVL DOOR HEADERUSE LUS210 HANGERS
USE LUS210 HANGERS
TRIPLE 2x10 #2 S.P.F.
DOOR HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
3 PLY 2x10 #2 S.P.F.DROPPED HEADER4 PLY 2x10 #2 S.P.F.
DROPPED HEADER
CATHEDRAL
CEILING
ABOVE3 PLY 2x12 #2 S.P.F.DROPPED HEADERTRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
2x10 #2 S.P.F. FLOOR
JOISTS AT 16" O.C.
2x10 #2 S.P.F. FLOOR
JOISTS AT 16" O.C.
BEARING WALL BELOW. BLOCK IN
BETWEEN EVERY JOIST BAY.FRAME THIS WALL WITHSTUDS AT 12" O.C. WITH1/3 SPAN BLOCKING3 PLY 2x10 STAIR TRIMMER3 PLY 2x10 STAIR TRIMMERCANTILEVERTRIPLE 2x10 #2 S.P.F.DOOR HEADERTRIPLE 2x10 #2 S.P.F.DOOR HEADERTRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
(4) 2x6 STUDS
NAILED TOGETHER
(4) 2x6 STUDS
NAILED TOGETHER
(4) 2x6 STUDS
NAILED TOGETHER
FLOOR FRAMING PLAN 10'28'52'
26'ATTIC HATCHTRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER
TRIPLE 2x10 #2 S.P.F.
WINDOW HEADER TRIPLE 2x10 #2 S.P.F.WINDOW HEADERTRIPLE 2x10 #2 S.P.F.WINDOW HEADERTRIPLE 2x10 #2 S.P.F.WINDOW HEADERTRIPLE 2x10 #2 S.P.F.WINDOW HEADERTRIPLE 2x10 #2 S.P.F.WINDOW HEADERROOF
TRUSSES
ABOVE
ROOF
TRUSSES
ABOVE
2x8 #2 S.P.F. CEILING
JOISTS AT 16" O.C.
CEILING FRAMING PLAN
MAXIMUM ALLOWABLE SPAN CHART FOR
SPRUCE-PINE-FIR #2
O.C.
SPACING
(INCHES)
MEMBER
SIZE
FLOOR JOISTS
40psf LL / 10 psf DL /
L/360 DEFLECTION
CEILING JOISTS
20psf LL / 10 psf DL /
L/240 DEFLECTION
UNINHABITABLE
ROOF RAFTERS
30psf GSL / 20 psf DL /
L/180 DEFLECTION
NOTES:
LL = LIVE LOAD / DL = DEAD LOAD / GSL = GROUND SNOW LOAD
THE ABOVE FLOOR JOIST TABLE IS BASED ON THE IRC 2018 TABLE R502.3.1(2)
THE ABOVE CEILING JOIST TABLE IS BASED ON THE IRC 2018 TABLE R802.5.1(2)
THE ABOVE ROOF RAFTER TABLE IS BASED ON THE IRC 2018 TABLE R802.4.1(3)
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
STRIP FOOTING DETAIL
NOT TO SCALE
24"x24" STRIP
FOOTING
LCE4
LCE4 POST CAP DETAIL
NOT TO SCALE
SIMPSON HANGER CONNECTION DETAIL
NOT TO SCALE
LUS SIMPSON HANGER
SIMPSON HURRICANE CONNECTOR DETAIL
NOT TO SCALE
SIMPSON HURRICANE TIE
H2.5A
2x RAFTER
DOUBLE 2X TOP
PLATE
Exterior Wood Stair
5/4 x 6" DECKING
4 x 6 PRESSURE
TREATED POST
DECK RIM JOIST
2 x 12 STRINGER
EQUALLY SPACED RISERS
8" MAX
(check local code for requirements)
EQUALLY SPACED RISERS
8" MAX
(check local code for requirements)
Interior Stair
BASE MOLDING
FINISH FLOORING
PLYWOOD SUBFLOOR
AT TREAD AND RISER
FULL STRINGER
SOFFIT
BLOCKING
NOTCHED
STRINGER
SIMPSON ABA66z DETAIL
NOT TO SCALE
36" RAILINGSFINISHED SQ-FT
1ST FLOOR = 681 SQ-FT
2ND FLOOR = 908 SQ-FT
TOTAL = 1,589 SQ-FT
FAN
FAN8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
FAN
EGRESS
EGRESS
ATTIC
ACCESS
24"x36"
2x6 BOTTOM CHORDS
12
6
12
6
2 x6 T O P C H O R D S 2
x
6
T
OP
C
H
OR
DSSTORAGE
97-1/4" 109-1/4"3 PLY 2x10 HEADER
3 PLY 2x10 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 WALL FRAMING DETAIL
NOT TO SCALE 1ST FLOOR WALL ROUGH HEIGHT2ND FLOOR WALL ROUGH HEIGHT7/16" ZIP SHEATHING
2x6 PT SILL
1/2" DRYWALL INTERIOR FINISH
2x6 STUD FRAMING @ 16" O.C.
R-30 INSULATED WALL CAVITY
MEMBRANE
VINYL SIDING 2x6 DOUBLE TOP PLATE
EXTERIOR WALL DETAIL
NOT TO SCALE
FIREPLACE2x4 BEARING WALL
26' x 10'
COVERED PORCH
260 SQ-FT
FAN
LINE OF WALL ABOVE
9'-0" CEILING
HEIGHT
9'-0" CEILING
HEIGHT
WINDOW SCHEDULE
NUMBER QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION COMMENTS
W01 1 1 2836DH 32 "42 "33"X43"DOUBLE HUNG
W02 3 1 2840DH 32 "48 "33"X49"DOUBLE HUNG
W03 10 2 2850DH 32 "60 "33"X61"DOUBLE HUNG
W04 4 1 2860DH 32 "72 "33"X73"DOUBLE HUNG
W05 1 2 5040FX 60 "48 "61"X49"FIXED GLASS
LINE OF WALL ABOVE
EV
CHARGING
PORT
15 Risers @ 8"
14 Treads @ 10"
FINISHED
4" LALLY COLUMN w/
6"x8" SPRINGFIELD
PLATES ON 24"x24"x24"
CONCRETE FOOTINGS.
4" LALLY COLUMN w/
6"x8" SPRINGFIELD
PLATES ON 24"x24"x24"
CONCRETE FOOTINGS.36" min. RailingsSMOKE DETECTOR
CARBON MONOXIDE DETECTOR
HEAT DETECTOR
NOTES:
-ALL SMOKE DETECTORS SHALL BE
PHOTOELECTRIC.
-ALL CARBON MONOXIDE DETECTORS
SHALL BE KIDDE PI2010.
-ALL HEAT DETECTORS SHALL BE KIDDE
FIREX HARDWIRED INTER-CONNECTABLE.
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.
INSULATION NOTES:
USE 2" RIGID INSULATION UNDER FOUNDATION
SLAB
USE R-30 ON 2x6 EXTERIOR WALLS (SPRAY FOAM )
USE R-30 ON GARAGE CEILING
USE R-60 ON ROOF RAFTERS(SPRAY FOAM)
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 REVISION TABLEDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER1045 MAIN STCOTUIT - MASCALE:
3/8" = 1'-0"
DATE:
8/27/2024
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 EXCLUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. A-4
PROPOSED
FRAMING
PLANS
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.
FOR PROPER SCALE; THESE DRAWINGS SHOULD BE PRINTED ON ARCH D PAPER SIZE (24"x36")
P.E. STAMP
28'10'2'2'2'2'
2'2'2'10'9'10'9'2x12 RIDGE BOARD
10" OVERHANGS
2x10 #2 S.P.F. ROOF
RAFTERS AT 16" O.C.
USE H2.5A HURRICANE
CLIPS ON EACH RAFTER
10" OVERHANGS USE H2.5A HURRICANE
CLIPS ON EACH TRUSS
2x8 #2 S.P.F. ROOF
RAFTERS AT 16" O.C.
SCISSOR TRUSSES
AT 24" O.C.
10" OVERHANGS
10" OVERHANGS
STORAGE ROOF
TRUSSES AT 24" O.C.
USE H2.5A HURRICANE
CLIPS ON EACH TRUSS
USE H2.5A HURRICANE
CLIPS ON EACH TRUSS
2x8 #2 S.P.F. ROOF
RAFTERS AT 16" O.C.
10" OVERHANGS USE H2.5A HURRICANE
CLIPS ON EACH RAFTER ATTICHATCHROOF FRAMING PLAN 3 : 123 : 126 : 126 : 123 / 12 INSIDESCISSORTRUSS PITCH3 / 12 INSIDESCISSORTRUSS PITCHRoof Plan View
CUSTOM ORDER CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDERCUSTOM ORDER
31'6 / 12
3 / 12
6 / 1 2
3 / 1 2
TRIPLE 2x12 #2 S.P.F. BEAM
2x6 STUD WALL
R-30 INSULATION
R-60 INSULATION
SCISSOR TRUSSES
AT 24" O.C.
ARCHITECTURAL
ROOF SHINGLES
OR EQUAL ON 5/8"
ROOF SHEATHING
24"x24" STRIP
FOOTING
6x8 SOLID POST
3 / 1 2
10" OVERHANG
4 PLY 2x10 #2 S.P.F.
DROPPED HEADER
CUSTOM ORDER CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDER CUSTOM ORDER
CUSTOM ORDER
CUSTOM ORDERCUSTOM ORDER
S-1 SECTION
MAXIMUM ALLOWABLE SPAN CHART FOR
SPRUCE-PINE-FIR #2
O.C.
SPACING
(INCHES)
MEMBER
SIZE
FLOOR JOISTS
40psf LL / 10 psf DL /
L/360 DEFLECTION
CEILING JOISTS
20psf LL / 10 psf DL /
L/240 DEFLECTION
UNINHABITABLE
ROOF RAFTERS
30psf GSL / 20 psf DL /
L/180 DEFLECTION
NOTES:
LL = LIVE LOAD / DL = DEAD LOAD / GSL = GROUND SNOW LOAD
THE ABOVE FLOOR JOIST TABLE IS BASED ON THE IRC 2018 TABLE R502.3.1(2)
THE ABOVE CEILING JOIST TABLE IS BASED ON THE IRC 2018 TABLE R802.5.1(2)
THE ABOVE ROOF RAFTER TABLE IS BASED ON THE IRC 2018 TABLE R802.4.1(3)
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
STRIP FOOTING DETAIL
NOT TO SCALE
24"x24" STRIP
FOOTING
LCE4
LCE4 POST CAP DETAIL
NOT TO SCALE
SIMPSON HANGER CONNECTION DETAIL
NOT TO SCALE
LUS SIMPSON HANGER
SIMPSON HURRICANE CONNECTOR DETAIL
NOT TO SCALE
SIMPSON HURRICANE TIE
H2.5A
2x RAFTER
DOUBLE 2X TOP
PLATE
SIMPSON ABA66z DETAIL
NOT TO SCALE
28'5'10'36" RAILINGSFINISHED SQ-FT
1ST FLOOR = 681 SQ-FT
2ND FLOOR = 908 SQ-FT
TOTAL = 1,589 SQ-FT
FAN
FAN8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
FAN
EGRESS
EGRESS
ATTIC
ACCESS
24"x36"
TRUSS NOTES:
1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP.
2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS SPECIFICATIONS.
3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF
ENGINEERING CALCULATIONS.
4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS PROVIDED BY TRUSS MANUFACTURER ON
SITE FOR FRAMING INSPECTION.
5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM CHORD W/ SIMPSON STC
TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL.
6. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY
TRUSS MANUFACTURE.
7. ALL ROOF TRUSS FRAMING 24" O.C.
8. ALL ROOF TRUSS PITCH 6:12
9. STORAGE TRUSS ABOVE GARAGE.
10. TRUSSES MANUFACTURER TO PROVIDE TRUSS PROFILES
11. ALL OVERHANGS 10".
12. ROOF SNOW LOAD = 30psf DEAD LOAD = 20psf
13. ADD EXTRA 5psf DEAD LOAD FOR SOLAR PANELS
ATTIC VENTILATION:
AREA / 300
PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION
BAFFLES TYP. AT ALL TRUSS BAYS.
PROVIDE GABLE VENTS ALL GABLE ENDS.
PROVIDE GALV. ROOF VENTS ON BACKSIDE OF ROOFLINE
ABOVE CONDITIONED AREA.
2x6 BOTTOM CHORDS
12
6
12
6
2 x6 T O P C H O R D S 2
x
6
T
OP
C
H
OR
DSSTORAGE
MAXIMUM ALLOWABLE SPAN CHART FOR
SPRUCE-PINE-FIR #2
2 X 6
12
16
24
O.C.
SPACING
(INCHES)
MEMBER
SIZE
2 X 8
2 X 10
2 X 12
12
16
24
12
16
24
12
16
24
FLOOR JOISTS
40psf LL / 10 psf DL /
L/360 DEFLECTION
CEILING JOISTS
20psf LL / 10 psf DL /
L/240 DEFLECTION
UNINHABITABLE
ROOF RAFTERS
30psf GSL / 20 psf DL /
L/180 DEFLECTION
12'-4"
10'-8"
8'-8"
15'-7"
13'-6"
11'-0"
19'-1"
16'-6"
13'-6"
22'-1"
19'-2"
15'-7"
NOTES:
LL = LIVE LOAD / DL = DEAD LOAD / GSL = GROUND SNOW LOAD
THE ABOVE FLOOR JOIST TABLE IS BASED ON THE IRC 2018 TABLE R502.3.1(2)
THE ABOVE CEILING JOIST TABLE IS BASED ON THE IRC 2018 TABLE R802.5.1(2)
THE ABOVE ROOF RAFTER TABLE IS BASED ON THE IRC 2018 TABLE R802.4.1(3)
14'-9"
12'-10"
10'-6"
18'-9"
16'-3"
13'-3"
22'-11"
19'-10"
16'-3"
--
--
--
10'-3"
9'-4"
8'-1"
13'-6"
12'-3"
10'-3"
17'-3"
15'-5"
12'-7"
20'-7"
17'-10"
14'-7"
FOUNDATION WALL FOOTING DETAIL
NOT TO SCALE
10" FOUNDATION WALL
24"x10" FOUNDATION
FOOTING w/ KEY
STRIP FOOTING DETAIL
NOT TO SCALE
24"x24" STRIP
FOOTING
LCE4
LCE4 POST CAP DETAIL
NOT TO SCALE
SIMPSON HANGER CONNECTION DETAIL
NOT TO SCALE
LUS SIMPSON HANGER
SIMPSON HURRICANE CONNECTOR DETAIL
NOT TO SCALE
SIMPSON HURRICANE TIE
H2.5A
2x RAFTER
DOUBLE 2X TOP
PLATE
SIMPSON ABA66z DETAIL
NOT TO SCALE
36" RAILINGSFINISHED SQ-FT
1ST FLOOR = 681 SQ-FT
2ND FLOOR = 908 SQ-FT
TOTAL = 1,589 SQ-FT
FAN
FAN8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
8'-0" CEILING
HEIGHT
FAN
EGRESS
EGRESS
ATTIC
ACCESS
24"x36"
2x6 BOTTOM CHORDS
12
6
12
6
2x6 TOP CHORDS2
x
6
T
OP
C
HOR
D
SSTORAGE
REVISION TABLEDATEREVISED BYDESCRIPTIONMARTIN DESIGNSBELLINGHAM - MAMARTINDESIGNSINC@GMAIL.COMCLIENT INFORMATION:WILLIAM CAULDER1045 MAIN STCOTUIT - MASCALE:
3/8" = 1'-0"
DATE:
8/27/2024
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 EXCLUSIVE PROPERTY OF MARTIN DESIGNS. REPRODUCTION OF THESE PLANS IS STRICTLY PROHIBITED. FOR PROPER SCALE; THESE DRAWINGS SHOULD BE PRINTED ON ARCH D PAPER SIZE (24"x36")
GENERAL NOTES:GENERAL NOTES:1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL STATE AND LOCALBUILDING 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.
A-5
FRAMING
PLANS /
SECTION
SQUARE FOOTAGESQUARE FOOTAGE
1ST FLOOR: 1,636 SQ-FT
2ND FLOOR: 1,886 SQ-FT
TOTAL: 3,522 SQ-FT
C U S T O M E R R E V I E W F I N A LCUSTOMER R E V I E W F I N A L
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
7 ALL SOLID COLUMNS SHALL HAVE POST CAPS.
8 ALL EXTERIOR HARDWARE SHALL BE GALVANIZED
9 ALL JOIST AND BEAM HANGERS SHALL BE SIMPSON.
10 ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD OR 7/16" ZIP
SHEATHING
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.
ROOF NOTES:ROOF NOTES:
1 ARCHITECTURAL 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.
P.E. STAMP