40'-8"
20'-4"
40'-0"
10'-2"
5'-3"
4040 SL.
(EGRESS)
4040 SL.
(EGRESS)
SUMP PIT
V.I.F.
7'-10"
6068 SL. GLS.
DR. (TEMPERED)
3050 SH.
10'-0"
DVFP
PER BLDR
5'-4"
5'-0"
2-2X12
OPTIONAL
FIREPLACE
5'-41 2"
13'-1"
13'-51 2"
14'-1"
OPTIONAL
TRAY CEILING
1'-6"
TYP.
SINK
DISP 5'-6"
L.T.
11'-0"
4" BRICK
LEDGE
UNEXCAVATED
5'-0" BI-FOLD
UNEX.
BEDROOM #2
10'-0" X 11'-0"
7'-8"
10'-01 2"
LEAD WALL AS
REQUIRED BY
OVERDIG
4" BRICK
LEDGE
14'-0"
2'-2"
SD/C
19'-6"
5'-8"
21'-0"
3068 DR w/
12" SIDELIGHTS
(2) 1 3/4 X 9 1/4 ML
PORCH
2'-1"
STEPS & RAIL'G PER
CODE & GRADE
CONDITIONS
6'-8"
6'-8"
13'-4"
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
10" THICK 8'-0" W/ OPT. 9'-0"HIGH POURED CONCRETE WALL WITH (2) #4
CONTINUOUS REINFORCING BARS AT TOP ON 10"x20" POURED CONCRETE
FOOTING WITH (2) #4 CONTINUOUS REINFORCING BARS.
TRENCH FOOTING:
12" THICK x 42" DEEP BELOW GRADE POURED CONCRETE TRENCH
FOOTING (TO BEAR ON UNDISTURBED SOIL) WITH ONE COURSE OF
GARAGE GRADE 4"x8" BLOCK (AS REQUIRED). DEPRESS TRENCH
FOOTING 3" AT GARAGE DOOR LOCATIONS.
3'-2"
10'-2"
3'-2"
6'-4"
10'-2"
20'-4"
40'-0"
FOUNDATION PLAN
FOUNDATION WALL:
16'-0"x7'-0" O.H DOOR
3 1 2" x 15" GLULAM
3060 S.H.
(EGRESS)
40'-8"
FOUNDATION NOTES
22"x30"
ATTIC
ACCESS
WOOD TRUSSES
@ 24" O.C. OVER
2-2X12
2'-2"
LINEN
10'-7"
19'-8"
3'-4"
6'-4"
GIRDER TRUSS
16'-0"
4X3 SHWR
FOYER
10'-0" CEILING
1'-0"
4'-0"
6'-10"
7'-8"
4" SLAB
BEARING
3'-21 2"
8'-8"
5'-0"
SD
RS
18'-11"
2'-6"
CLOSET
6'-9"
3'-3"
68
6'-2"
5'-5"
7'-1"
GARAGE
6'-5"
1'-0"
28
6'-2"
PLAN NOTES
1.
ALL COLUMNS SHOWN SHALL BE 3" DIAMETER ON 30"x30"x16" POURED
CONCRETE PAD. TOP OF CONCRETE PAD TO BE 4" BELOW FINISH
BASEMENT SLAB. (TYPICAL UNLESS NOTED OTHERWISE)
2. ALL STRUCTURAL STEEL BEAMS SHALL HAVE A 2x4 TOP PLATE SECURED
TO BEAM WITH TWO ROWS OF 1/2" BOLTS @ 64" O.C. (STAGGER ROWS) OR
SHOT-IN ANCHORS @ 48" O.C. (STAGGER ROWS)
3. WHERE STEEL BEAMS REST ON FOUNDATION WALLS, SIZE BEAM POCKET
APPROPRIATELY AND SHIM AS REQUIRED.
4. AT BASEMENT POUR 4" CONCRETE SLAB WITH 6 MIL VAPOR BARRIER ON
4" COMPACTED GRANULAR FILL.
5. AT PORCH POUR 4" CONCRETE SLAB WITH 6x6 #10 W.W.M. ON COMPACTED
GRANULAR FILL.
6. AT GARAGE POUR 4" CONCRETE SLAB ON 4" COMPACTED GRANULAR FILL.
SLOPE SLAB 2" TOWARDS OVERHEAD DOORS.
7. WHERE ADJACENT TO FOUNDATION WALLS, REINFORCE GARAGE SLAB WITH
#4 REINFORCING BARS @ 24" O.C. (10' LONG BARS)
8. AS REQUIRED DROP FOYER FLOOR SHEATHING 3/4" FOR MUDSET TILE
INSTALLATION
9. VERIFY ALL UTILITY LOCATIONS IN FIELD.
10. PROVIDE GUARDRAIL AT STAIRS DURING CONSTRUCTION.
INTERIOR WALLS:
1/2" GYPSUM WALL BOARD ON EACH SIDE OF 2x4 WOOD STUDS @ 16" O.C.
4 1/2" THICK TYPICAL (UNLESS NOTED OTHERWISE).
EXTERIOR WALLS:
SIDING AND/OR BRICK WITH AIRSPACE, MOISTURE BARRIER PAPER
(HOUSE WRAP) ON 7/16" O.S.B. SHEATHING ON 2x WOOD STUDS @ 16" O.C.,
3 1/2" BATT INSULATION R-13, 1/2" GYPSUM WALL BOARD (GLUE & SCREW).
BRICK SUPPLIER TO SIZE AND PROVIDE STEEL LINTELS AT MASONRY
OPENINGS AS REQUIRED.
4 1/2" THICK WITH SIDING AND 9" THICK WITH BRICK (TYPICAL UNLESS
NOTED OTHERWISE).
1.
TRUSSES TO BEAR ON EXTERIOR WALLS ONLY UNLESS NOTED OTHERWISE.
2. AT GARAGE AND RESIDENCE COMMON WALLS AND CEILING APPLY ONE
LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD (GARAGE SIDE).
3. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED
WITH 20-MINUTE FIRE RATED DOORS (OR EQUIVALENT PER 2003 MRC
SECTION R309.1).
4. VENT ALL EXHAUST FANS TO EXTERIOR.
5. WHEN POSSIBLE DIRECT ALL FLUES AND VENTS THAT PENETRATE ROOF
BEHIND MAIN RIDGE.
6. INSTALL WATER SUPPLY AND DRAIN BOX (GREY BOX) AT WASHING
MACHINE LOCATION.
7. USE GREENBOARD AT ALL AREAS SUSCEPTIBLE TO MOISTURE.
50'-0"
RS
5'-81 2"
RS
6'-1"
3'-4"
5'-91 2"
SILL
68
26
3'-1"
D
W
22'-6"
11'-0"
BATH
W.I.C
MIN. 20 MINUTE
RATED DR.
2'-0"
14'-01 2"
LEAD WALL AS REQUIRED
BY OVERDIG
68
4" SLAB
BEARING
EF
7'-1"
2-2X10
26
4" SLAB
BEARING
2'-1"
LAUNDRY
3'-0"
5' TUB SHWR UNIT
5'-0"
18'-11"
3'-0" MIN.
6'-9"
68
28
8
12'-4"
4'-9"
9'-0"
2'-41 2"
3'-9"
2'-8"
CLOSET
3'-5"
6
28
SD
68
28
BEAM POCKET
3'-4"
SILL
RS
CLOSET
RS
10'-6"
49'-0"
2-2X10
W 10X22
BEDROOM #3
10'-0" X 10'-6"
M. BATH
EF
6'-21 2"
68
W 10X22
4" BRICK
LEDGE
LD
18
W 10X22
3050 SH.
BEAM POCKET
50'-0"
13'-2"
SD/C
13R DN
68
26
50'-8"
13'-2"
68
28
68
26
12'-8"
FO
SILL
RAILING
5'-41 2"
2'-2"
BI
SD
42" HALF WALL
UP 13R
(2) 2X10
8'-8"
28
68
SD
PANTRY
10'-0"
3'ARCH
36"REF
68
26
49'-8"
4'-7"
(3) 2X10
(3) 2X10
8'-4"
SD
3'-4"
1'-1"
8
13'-8"
KITCHEN
10'-0" X 10'-9"
6
24
(2) 2X10
81 2"
6'-1"
BEAM POCKET
BEAM POCKET
4
DW
3'-6"
W 10X22
30" RANGE
W 10X22
12
MASTER BDRM.
13'-1" X 14'-1"
26'-6"
W 10X22
LINE OF OPT.
CLG. PROFILE
1'-6"
TYP.
10"
13'-21 4"
13'-2"
LINE OF CLG.
PROFILE
4" BRICK
LEDGE
3050 S.H.
(EGRESS)
2-2X10
FAMILY ROOM
15'-8" X 19'-5"
12'-73 4"
10"
3050 S.H.
(EGRESS)
BREAKFAST
10'-0" X 9'-9"
BASEMENT
GFI
6'-111 2 "
3050 SH.
2-2X10
2-2X12
4" BRICK
LEDGE
9'-71 2"
10'-4"
2'-0"
10'-2"
CONTINUOUS RIDGE VENT
CL
12
DORMER
12
12
12
ELEVATION NOTES
4'-0"
ASPHALT
SHINGLES
4'-0"
6"
1 X 6 FASCIA
12
12
1 X 6 FRIEZE
FXD
2030
12
12
12
4'-0"
BRICK SOLDIER
CRS. (PROJ. 1")
5'-0"
BRICK HDR.
SURROUND (PROJ. 1")
SUNBURST
TRIM
BRG. HGT.
36" HALF ROUND
FALSE VENT w/ 6"
TRIM
10" X 10" TAPERED
L'STONE KEY
(PROJ. 1-1/2")
1 X 6 FASCIA
WINDOW HDR.
8'-0" SASH HT.
9'-11 8" BRG. HT.
1'-0"
1'-0"
3060 S.H.
(EGRESS)
BRICK
3068 DR
w/ 12"
SIDELIGHTS
7'-91 2"
LINE OF CONC.
TRENCH FTG.
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
12
DORMER
7
CONTINUOUS RIDGE VENT
CONTINUOUS RIDGE VENT
7
12
6"
PT. OF ROOF
ORIGIN
1 x 6 RAKE
1 X 6 FASCIA
1 x 6 SUBRAKE
1 X 6 FRIEZE
12
BRG. HGT.
12
WINDOW HDR.
8'-0" SASH HT.
9'-11 8" BRG. HT.
1'-0"
1'-0"
HORIZONTAL
SIDING
2'-4"
1'-0" 1'-0"
BRICK, (TYP.)
3050 SH.
4" TRIM
BRICK
ROWLOCK
10"
BRG. HGT.
7'-91 2"
GRADE
GRADE
LINE OF POURED
CONC. FOUND. WALL &
FOOTING (TYP.)
FINISHED SLAB
EGRESS WINDOW W/
WINDOW WELL (SEE
SHEET A2 FOR CODE
NOTES)
4.
METAL FLASHING AS REQUIRED BY CODE.
5.
ROOF & SOFFIT VENTS AS REQUIRED BY CODE.
6.
WINDOW NOMENCLATURE: 3050 = 3'-0" x 5'-0"
7.
BRICK MANUFACTURER TO SIZE AND PROVIDE STEEL
LINTELS AT MASONRY OPENINGS AS REQUIRED.
WINDOW WELL SHALL HAVE HORIZ. DIMENSIONS THAT PROVIDE A MIN. NET
CLEAR AREA OF 9 SQ. FT. WITH A MIN HORIZ. PROJECTION AND WIDTH OF
36".
16'=0" x 7'-0" O.H. GARAGE DOOR
STONE SILL
LINE OF POURED
CONC. FOUND. WALL &
FOOTING (TYP.)
FINISHED FLR.
FIREPLACE FLUE TO BE MIN 2'-0" ABOVE ANY ROOF
SURFACE WITHIN 10'-0" HORIZONTALLY, MIN 3'-0"
PENETRATION ABOVE ROOF TOP.
WINDOW WELLS WITH A DEPTH GREATER THAN 44" BELOW GRADE SHALL
BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS
USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.
STEPS & RAIL'G PER
CODE & GRADE
CONDITIONS
CANTILEVER
FIREPLACE
3.
RAILING OR METAL REMOVABLE GRATE & LADDER OVER TOP (AS CODE
REQUIRES)
BRICK HDR.
CRS. (PROJ. 1")
GRADE
FINISHED SLAB
PROVIDE ICE & WATER SHIELD MIN. 6'-0" COVERAGE
AT ALL VALLEYS
WINDOW WELL TO BE FILLED W/ PEA GRAVEL DOWN TO TOP OF HOUSE
DRAIN TILE. TIE DRAIN INTO HOUSE DRAIN TILE FROM BOTTOM OF
WINDOW WELL
10"
BRG. HGT.
2.
EGRESS WINDOW WELL
BRICK SOLDIER
CRS. (PROJ. 1")
BRICK
ROWLOCK SILL
FINISHED FLR.
1 X 6 FRIEZE
SHUTTER 1/2
WINDOW WIDTH
BRICK
ALL ROOF SADDLES TO BE PLYWOOD SHEATHED WITH
ICE & WATER SHIELD AND SHINGLES.
12
12
12
ASPHALT
SHINGLES
1.
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
LINE OF CONC.
TRENCH FTG.
CONTINUOUS RIDGE VENT
ASPHALT
SHINGLES
ASPHALT
SHINGLES
1 X 6 FASCIA
1 X 6 FASCIA
1 X 6 FRIEZE
1 X 6 FRIEZE
BRG. HGT.
WINDOW HDR.
8'-0" SASH HT.
9'-11 8" BRG. HT.
21 2"
HORIZONTAL
SIDING
3050 S.H.
(EGRESS)
3050 S.H.
(EGRESS)
4" TRIM
6068 SL.
GLS. DR.
(TEMPERED)
3050 SH.
HORIZONTAL
SIDING
3050 SH.
4" TRIM
BRICK
ROWLOCK
BRICK, (TYP.)
BRICK
ROWLOCK
GRADE
GRADE
10"
FINISHED FLR.
EGRESS WINDOW W/
WINDOW WELL (SEE
SHEET A2 FOR CODE
NOTES)
7'-91 2"
BRG. HGT.
4040 SL.
(EGRESS)
BRICK, (TYP.)
DIRECT VENT
FIRE PLACE
EGRESS WINDOW W/
WINDOW WELL (SEE
SHEET A2 FOR CODE
NOTES)
LINE OF POURED
CONC. FOUND. WALL &
FOOTING (TYP.)
FINISHED SLAB
4040 SL.
(EGRESS)
LINE OF POURED
CONC. FOUND. WALL &
FOOTING (TYP.)
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
7
12
CONTINUOUS RIDGE VENT
12
7
6"
LINE OF OPT. TRAY CLG. @
MASTER BDRM. BEYOND
1 X 6 FASCIA
1 x 6 RAKE
1 X 6 FRIEZE
1 x 6 SUBRAKE
BRG. HGT.
WINDOW HDR.
8'-0" SASH HT.
9'-11 8" BRG. HT.
BRICK, (TYP.)
1'-0"
1'-0"
1'-0"
4" TRIM
3'-4"
HORIZONTAL
SIDING
HORIZONTAL
SIDING
CANTILEVER
FIREPLACE
3'-0"
BRICK
ROWLOCK
BRG. HGT.
10"
FINISHED FLR.
GRADE
GRADE
7'-91 2"
BRICK, (TYP.)
FINISHED SLAB
LINE OF CONC.
TRENCH FTG.
LEAD WALL AS REQUIRED
BY OVERDIG
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
LEAD WALL AS REQUIRED
BY OVERDIG
LINE OF POURED
CONC. FOUND. WALL &
FOOTING (TYP.)
EGRESS WINDOW W/
WINDOW WELL (SEE
SHEET A2 FOR CODE
NOTES)
GENERAL NOTES
Exceptions:
1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread.
2. When handrail fittings or bendings are used to provide continuous transition
between flights, the transition from handrail to guardrail, or used at the start of a flight,
the handrail height at the fittings or bendings shall be permitted to exceed the maximum
height.
2.
1.
2.
3.
4.
5.
6.
7.
Trusses are to be handled with particular care during fabrication, bundling, loading,
delivery, unloading and installation in order to avoid damage and weakening of the
trusses.
Temporary and permanent bracing for holding the trusses in a straight and plumb
position is always required and shall be designed and installed by the erecting
contractor. Temporary bracing during installation, includes cross bracing between
the trusses to prevent toppling or "dominoing" of the trusses.
Permanent bracing shall be installed in accordance with the latest of the "National
Design Standard", as published by the American Forest & Paper Association and
H.I.B.-91 and D.S.B.-85 as published by the truss plate institute. Permanent bracing
consists of lateral and diagonal bracing not to exceed spacing requirements of the
truss fabricator. Top chords of trusses must be continuously braced by roof
sheathing unless otherwise note on the truss shop drawings. Bottom chords must be
braced at intervals not to exceed 10' o.c. or as noted on the truss fabricators
drawings.
Construction loads greater than the design loads of the trusses shall not be
applied to the trusses at any time.
No loads shall be applied to the truss until all fastening and required bracing is
installed.
The supervision of the truss erecting shall be under the direct control of
persons(s) experienced in the installation and proper bracing of wood trusses.
Field modification or cutting of pre-engineered roof trusses is strictly prohibited
without expressed prior written consent and details from a licensed professional
structural engineer experienced in wood truss design and modifications.
SOIL REQUIREMENTS & EARTH WORK AND CONCRETE
1.
2.
3.
1.
All top soil, organic and vegetative material should be removed prior to
construction. Any required fill shall be clean, granular material compacted to at least
95%%% of maximum dry density as determined by ASTM D-1557.
Foundations bearing on existing soils have been designed for a minimum allowable
soil bearing capacity of 3000 psf, u.n.o.
Notify the engineer/architect if the allowable soil bearing capacity is less than
3000 psf so that the foundations can be redesigned for the new allowable bearing
capacity.
R404.1.7 Backfill placement.
Backfill shall not be placed against the wall until the wall has sufficient strength and
has been anchored to the floor above or has been sufficiently braced to prevent
damage by the backfill.
R506.2.1. Fill.
ill material shall be free of vegetation and foreign material. The fill shall be
compacted to assure uniform support of the slab, and except where approved, the fill
depths shall not exceed 24 inches for clean sand or gravel and 8 inches for earth.
R506.2.3 Vapor retarder.
A 6 mil polyethylene or approved vapor retarder with joints lapped not less than 6
inches shall be placed between the concrete floor slab and the base course or the
prepared subgrade where no base course exists.
1.
2.
3.
Concrete work shall conform to the requirements of ACI 301-96, "Specifications for
Structural Concrete for Buildings", except as modified as supplemental requirements.
Concrete shall have a minimum of 3000 psi, 28 day compressive strength, unless
noted otherwise, (4 sacks) & a water/cement ratio not to exceed 6 gallons per
sack). Exterior concrete slabs shall have a minimum of 4000 psi, 28 day
compressive strength, & 4%%% air entrainment.
The use of additives such as fly ash or calcium chloride is not allowed without
prior review from the architect.
R405.1 Concrete or masonry foundations.
Drains shall be provided around all concrete or masonry foundations that retain earth and
enclose habitable or usable spaces located below grade. Drainage tiles, gravel or
crushed stone drains, perforated pipe or other approved systems or materials shall be
installed at or below the area to be protected and shall discharge by gravity or
mechanical means into an approved drainage system. Gravel or crushed stone drains shall
extend at least 1 foot beyond the outside edge of the footing and 6 inches above the
top of the footing and be covered with an approved filter membrane material. The top
of open joints of drain tiles shall be protected with strips of building paper, and the
drainage tiles or perforated pipe shall be placed on a minimum of 2 inches of washed
gravel or crushed rock at least one sieve size larger than the tile joint opening or
perforation and covered with not less than 6 inches of the same material.
Exception: A drainage system is not required when the foundation is installed on
well-drained ground or sand-gravel mixture soils according to the Unified Soil
Classification System, Group I Soils, as detailed in Table R405.1.
STRUCTURAL STEEL SPECIFICATIONS
1. Structural steel shapes, plates, bars, etc. Are to be ASTM A-36 (unless noted other
wise) designed and constructed per the 1989 AISC "Specifications For The Design,
Fabrication, And Erection Of Steel For Buildings", and the latest edition of the AISC
"Manual Of Steel Construction".
2. Steel columns shall be ASTM A-501, Fy=36 KSI. Structural tubing shall be ASTM A500,
grade B, Fy=46 KSI.
3. Welds shall conform with the latest AWS D1.1 "Specifications For Welding In Building
Construction", And shall utilize E70XX electrodes unless noted otherwise.
4. Bolted connections shall utilize ASTM A-325 bolts tightened to a "snug fit" condition
(unless noted otherwise).
REINFORCING STEEL SPECIFICATIONS
1.
2.
3.
4.
5.
Reinforcing bars, dowels and ties shall conform to ASTM-615 grade 60 requirements
and shall be free of rust, dirt, and mud.
Welded wire fabric shall conform to ASTM a-185 and be positioned at the mid
height of slabs U.N.O.
Reinforcing shall be placed and securely tied in place sufficiently ahead of
placing of concrete to allow inspection and correction, if necessary without
delaying the concrete placement.
Extend reinforcing bars a minimum of 36'' around corners and lap bars at splices a
minimum of 24'' U.N.O.
Welding of reinforcing steel is not allowed.
R314.3 Smoke Alarms
Smoke alarms shall be installed in the following locations:
1. In each sleeping room.
2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.
3. On each additional story of the dwelling, including basements and habitable attics but
not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split
levels and without an intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower level provided that the
lower level is less than one full story below the upper level.
When more than one smoke alarm is required to be installed within an individual dwelling
unit the alarm devices shall be interconnected in such a manner that the actuation of one
alarm will activate all of the alarms in the individual unit.
FLASHING AND WEEPHOLES
R703.7.5 Flashing.
Flashing shall be located beneath the first course of masonry above finished ground
level above the foundation wall or slab and at other points of support, including
structural floors, shelf angles and lintels when masonry veneers are designed in
accordance with Section R703.7. See Section R703.8 for additional requirements.
R703.7.6 Weepholes.
Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing
of 33 inches (838 mm) on center. Weepholes shall not be less than 3/16 inch (5 mm) in
diameter. Weepholes shall be located immediately above the flashing.
R703.8 Flashing.
Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to
prevent entry of water into the wall cavity or penetration of water to the building
structural framing components. Self-adhered membranes used as flashing shall comply with
AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved
corrosion- resistant flashings shall be installed at all of the following locations:
1.
Exterior window and door openings. Flashing at exterior window and door
openings shall extend to the surface of the exterior wall finish or to the water-resistive
barrier for subsequent drainage.
2.
At the intersection of chimneys or other masonry construction with frame or stucco
walls, with projecting lips on both sides under stucco copings.
3.
Under and at the ends of masonry, wood or metal copings and sills.
4.
Continuously above all projecting wood trim.
5.
Where exterior porches, decks or stairs attach to a wall or floor assembly of
wood-frame construction.
6.
At wall and roof intersections. 1.7. At built-in gutters.
FIREPLACES
R1001.10 Hearth extension dimensions.
Hearth extensions shall extend at least 16 inches (406 mm)in front of and at least 8 inches
(203 mm) beyond each side of the fireplace opening. ) or larger, 2 Where the fireplace
opening is 6 square feet (0.6 m the hearth extension shall extend at least 20 inches
(508 mm) in front of and at least 12 inches (305 mm) beyond each side of the fireplace
opening.
EGRESS WINDOW REQUIREMENTS
HEIGHT
(FEET)
6.
7.
All glazing in railings regardless of area or height above a walking surface.
Included are structural baluster panels and nonstructural in fill panels.
Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms,
bathtubs and showers where the bottom exposed edge of the glazing in less than
60 inches (1524 mm) measured vertically above any standing or walking surface.
B.
C.
* Max. sill ht. above finish floor of 44 inches
AREAS THAT REQUIRE SAFETY GLAZING
R308.4 Hazardous locations.
The following shall be considered specific hazardous locations for the purposes of
glazing:
1.
Glazing in all fixed and operable panels of swinging, sliding and bifold doors.
Exceptions:
A. Glazed openings of a size through which a 3-inch diameter (76 mm) sphere is unable
to pass.
B. Decorative glazing.
12
8
>10
2x4
2x4
2x4
2x4
12
2x6
2x4
2x4
2x4
14
2x6
2x6
2x6
2x4
16
2x6
2x6
2x6
2x4
18
NA a
2x6
2x6
2x6
20
NA a
NA a
2x6
2x6
24
NA a
NA a
NA a
2x6
2x6
2x4
2x4
2x4
Glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot
tubs, and spas where the bottom edge of the glazing is less than 60 inches (1524
mm) above a walking surface and with in 60 inches (1524 mm), measured horizontally
and in a straight line, of the water's edge. this shall apply to single glazing and all
panes in multiple glazing.
12
2x6
2x6
2x6
2x4
14
2x6
2x6
2x6
2x6
16
NA a
2x6
2x6
2x6
18
NA a
2x6
2x6
2x6
Glazing adjacent to stairways, landings, and ramps with 36 inches (914 mm) horizontally
of a walking surface when the exposed surface of the glazing is less than 60
inches (1524 mm) above the plane of the adjacent walking surface.
20
NA a
NA a
2x6
2x6
24
NA a
NA a
NA a
2x6
When a rail is installed on the accessible side(s) of the glazing 34 to 38 inches
(864 to 965 mm) above the walking surface. The rail shall be capable of
withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without
contacting the glass and be a minimum of 1-1/2 inches (38 mm) in cross sectional
height.
The side of the stairway has a guardrail or handrail, including balusters or in-fill
panels, complying with Sections R311.7.7 and R312 and the plane of the glazing is
more than 18 inches (457 mm) from the railing; or
When a solid wall or panel extends from the plane of the adjacent walking surface
to 34 inches (863 mm) to 36 inches (914 mm) above the walking surface and the
construction at the top of that wall or panel is capable of withstanding the same
horizontal load as a guard.
12
7
50# ICE & WATER SHEILD
TYPICAL ROOF CONSTRUCTION
2'-0"
ASPHALT SHINGLES ON
15# FELT ON 7/16" O.S.B. ROOF SHEATHING ON
PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C.
W/ 2x4 CONTINUOUS LATERAL BRACING
CONTINUOUS RIDGE VENTS AS REQUIRED BY LOCAL AND STATE CODES
R-30 INSULATION
STYROFOAM THERMAL BAFFLES AT EACH TRUSS SPACE
1/2" GYPSUM WALL BOARD (GLUE AND SCREW)
TRUSS MANUFACTURER TO VERIFY HEEL HEIGHTS
SUPPORTING TWO FLOORS AND A ROOF
a.
b.
c.
PITCH MAY VARY (SEE ELEVATIONS)
>10
2x6
2x6
2x4
2x4
12
2x6
2x6
2x6
2x6
14
2x6
2x6
2x6
2x6
16
NA a
NA a
2x6
2x6
18
NA a
NA a
2x6
2x6
20
NA a
NA a
NA a
2x6
22
NA a
NA a
NA a
NA a
24
NA a
NA a
NA a
NA a
TYPICAL EAVE CONSTRUCTION
VARIES
SEE ELEVATIONS
Design required
Applicability of this table assumes the following:
Snow load not exceeding 25 psf, but not less than 1310 psi determined by multiplying the AF&PA NDS tabular
base design value by the repetitive use factor, and by the size factor for all species except southern pine, E
not less than 1.6 by 106 psi, tributary dimensions for floors and roofs not exceeding 6 feet, maximum span for
floors and roofs not exceeding 12 feet, eaves not greater than 2 feet in dimension and exterior sheathing.
Where the conditions are not within these parameters, design is required.
Utility, standard, stud and no. 3 grade lumber of any species are not permitted.
TABLE R602.3.(5)
SIZE, HEIGHT AND SPACING OF WOOD STUDS a.
BEARING WALLS
STUD SIZE
(inches)
NONBEARING WALLS
Laterally
Laterally
Maximum
Maximum
Maximum
Maximum
unsupported spacing when spacing when spacing when spacing when unsupported
stud height 'a'
stud height 'a'
supporting
supporting
supporting two
supporting
(feet)
(feet)
roof and
one floor, roof floors, roof and one floor only
ceiling only
and ceiling
ceiling only
(inches)
only
(inches)
(inches)
(inches)
Maximum
spacing
(inches)
2x3 b
-
-
-
-
-
10
16
2x4
10
24
16
-
24
14
24
3x4
10
24
24
16
24
14
24
2x5
10
24
24
-
24
16
24
2x6
10
24
24
16
24
20
24
a.
Listed heights are distances between points of lateral support placed perpendicular to the plane of the wall.
Increases in unsupported height are permitted where justified by analysis.
b.
Shall not be used in exterior walls.
NO STORY ABOVE
ONE STORY ABOVE
TWO STORIES ABOVE
NO. OF 21" OR EQUIVALENT
REINFORCING BARS c
3x3x41
6'-0"
4'-6"
3'-0"
1
4x3x41
8'-0"
6'-0"
4'-6"
1
5
5x321x16
10'-0"
8'-0"
6'-0"
2
5
6x321x16
14'-0"
9'-6"
7'-0"
2
5
2-6x321x16
20'-0"
12'-0"
9'-6"
4
a.
Long leg of angle shall be placed in a vertical position.
b.
Depth of reinforcing lintels shall not be less than 8 inches and all cells of hollow masonry lintels shall be
grouted solid. Reinforcing bars shall extend not less than 8 inches into the support.
c.
Steel members indicated are adequate typical examples; other steel members meeting structural design
requirements may be used.
MOISTURE BARRIER PAPER (HOUSE WRAP) ON
7/16" O.S.B. SHEATHING ON 2x WOOD STUDS @ 16"O.C.,
3 1/2" BATT INSULATION R-13,
1/2" GYPSUM WALL BOARD (GLUE & SCREW),
TYPICAL FLOOR CONSTRUCTION
FINISH FLOOR ON
3/4" T&G SUBFLOOR GLUED & NAILED TO
FLOOR JOISTS (SEE PLAN FOR SIZE & SPACING),
R-19 BATT INSULATION, RIM BOARD,
LAP MOISTURE BARRIER PAPER OVER BASE FLASHING
TYPICAL SILL PLATE
3 1/2" R-13 BOND INSULATION
SILL ANCHORS @ 32" O.C. (WITHIN 12" OF ANY
CORNER OR OPENING)
2X6 TREATED SILL PLATE W/ SILL SEALER
TYPICAL BRICK LEDGE CONSTRUCTION
6"
4"
NOTE:
FOOTING SIZES ARE BASED ON ASSUMED
SOIL BEARING CAPACITY OF 3000 PSF.
ANY DISCREPANCY DISCOVERED IN
FIELD SHALL BE REVIEWED BY A
STRUCTURAL ENGINEER.
The exposed area of an individual pane is larger than 9 square feet (0.836 m2)
The bottom edge of the glazing is less than 18 inches (457 mm) above the floor;
and
The top edge of the glazing is more than 36 inches (914 mm) above the floor; and
One or more walking surfaces are within 36 inches (914 mm), measured horizontally
and in a straight line, of the glazing.
GRADE
TYPICAL FOUNDATION WALL
ONE COAT DAMPROOFING AT FACE OF
EXTERIOR WALL AND BRICKLEDGE,
10" THICK POURED CONCRETE WALL
(SEE PLANS FOR WALL HEIGHT AND FOOTING
DIMENSIONS)
4" CONCRETE SLAB WITH 6 MIL VAPOR BARRIER ON
4" COMPACTED GRANULAR FILL
PROVIDE 1/2" EXPANSION JOINTS AT WALLS
* RIDGE BEAM SIZE WILL BE EQUAL TO THE RAFTER CUT EDGE *
RAFTER SPANS
LUMBER SIZE
0'-0" - 4'-0"
4'-0" - 8'-0"
8'-0" - 12'-0"
12'-0" - 16'-0"
2x4
2x6
2x8
2x12
TYPICAL PAD FOOTING
POURED CONCRETE PAD FOOTING
(SEE FOUNDATION PLAN FOR SIZE)
WITH (2) #4 REINFORCING BARS &
CONTINUOUSLY FORMED KEYWAY
Exceptions:
Decorative glazing.
A. When there is an intervening wall or other permanent barrier between the door and
the glazing.
B. Glazing in walls on the latch side of and perpendicular to the plane of the door in
a closed position.
C. Glazing adjacent to a door where access through the door is to a closet or
storage area 3 feet (914 mm) or less in depth.
D. Glazing that is adjacent to the fixed panel of patio doors.
Glazing in an individual fixed or operable panel that meets all of the following
conditions:
CONFIRM GRADES WITH CIVIL ENGINEER
GROUT COLLAR SOLID BELOW FLASHING,
WEEP HOLES AT 32" O.C.,
FLASHING MEMBRANE
TYPICAL BASEMENT FLOOR CONSTRUCTION
TYPICAL CONVENTIONAL ROOF FRAMING
2. Glazing in an individual fixed or operable panel adjacent to a door where the nearest
vertical edge is within a 24-inch (610 mm) arc of the door in a closed position and
whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface.
3.
TYPICAL EXTERIOR WALL CONSTRUCTION
BRICK WITH AIRSPACE W/ 22 U.S. GAGE x 7/8"
CORRUGATED METAL BRICK TIES @ 24" O.C. HORIZONTALLY
SUPPORTING NO MORE THAN 3 1/4 SQ. FT.,
3/16" DIA. WEEP HOLES @ 32" O.C. (MIN.)
FLASHING MEMBRANE BENEATH THE FIRST COURSE OF
MASONRY CONTINUED ABOVE FINISHED GROUND LEVEL
ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER a,b,c
SIZE OF STEEL
ANGLE a,c
(inches)
METAL DRIP EDGE
1x6 FASCIA BOARD (OR ALUMINUM WRAP)
3/8" PLYWOOD SOFFIT WITH
8"x16" SOFFIT VENTS AS REQUIRED
1x6 FRIEZE BOARD WHERE NOTED
VINYL SIDING PER BUILDER
TABLE R703.7.3
* Min. net clear opening of 5.0 sq. ft. (first floor bedrooms only)
* Min. net clear opening width of 20 inches
16
>10
* Min. net clear opening of 5.7 sq. ft. (second floor bedrooms)
* Min. net clear opening ht. of 24 inches
24
SUPPORTING ONE FLOOR AND A ROOF
Exceptions:
A.
ON-CENTER SPACING (INCHES)
SUPPORTING A ROOF ONLY
Exceptions:
A. Glazing that is more than 60 inches (1524 mm), measured horizontally and in a straight
line, form the waters edge of a hot tube, whirlpool or bathtub.
SMOKE ALARMS
HANDLING AND ERECTION SPECIFICATIONS
MAXIMUM ALLOWABLE LENGTH OF WOOD STUDS EXPOSED TO WIND SPEEDS OF 100
MPH OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, AND D1 b,c
8" MIN.
R311.7.7.1 Height.
Handrail height, measured vertically from the sloped plane adjoining the tread nosing,
or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more
than 38 inches (965 mm).
1.
TABLE R602.3.1
6'-8" SASH HEIGHT
REFER TO PLANS FOR ALTERNATE SASH HEIGHTS
R311.7.7 Handrails.
Handrails shall be provided on at least one side of each continuous run of treads or
flight with four or more risers.
Exceptions:
A. Decorative glazing.
B. When a horizontal rail is installed on the accessible side(s) of the glazing 34 to 38
inches (864 to 965) above the walking surface. The rail shall be capable of
withstanding a horizontal load of 50 pounds per linear foot (750 N/m) with our
contacting the glass and be a minimum of 1-1/2 inches (38 mm) in cross sectional
height.
C. Outboard panes in insulating glass units and other multiple glazed panels when the
bottom edge of the glass in 25 feet (7620 mm) or more above grade, a roof,
walking surfaces, or other horizontal [ within 45 degrees (0.79 rad.) of horizontal ]
surface adjacent to the glass exterior.
REFER TO PLANS FOR ALTERNATE BEARING CONDITIONS
R311.7.1 Width.
Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the
permitted handrail height and below the required headroom height. Handrails shall not
project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear
width of the stairway at and below the handrail height, including treads and landings, shall
not be less than 3-1/2 (787 mm) where a handrail is installed on one side and 27 inches
(698 mm) where handrails are provided on both sides. The width of spiral stairways shall
be in accordance with Section R3.11.7.9.1.
Exception: The width of spiral stairways shall be in accordance with Section R311.7.9.1.
8'-11 8" BEARING
1. Designs shall conform with the latest versions of (NDS), "National Design Specification
for Wood Construction" by the American Forest & Paper Association, and Design
Standard for Metal Plate Connected Wood Truss Construction by the American
Standard (ANSI) and the Truss Plate Institute (T.P.I.) and the local code jurisdiction.
2. Trusses shall be spaced as indicated on the plans unless the designer determines that
different spacing is required to meet deflection requirements.
3. Maximum deflection of floor trusses shall be limited to l/360 for total load and l/480
for live load. Maximum deflection of roof trusses shall be limited to l/240 for total
loads and l/360 for live load u.n.o.
4. Adequate camber shall be built into floor and parallel chord roof trusses to
compensate for normal dead load deflection.
5. Design loads:
Roof: 30 p.s.f. top chord live load * (or per "Michigan
Residential Code" snow load)
7 p.s.f. top chord
10 p.s.f. bottom chord dead load **
floor: 40 p.s.f. live load (per "Michigan Residential Code")
10 p.s.f. top chord dead load ***
5 p.s.f. bottom chord dead load
* A 15% increase on allowable stresses for short term loading is allowed. Drift loading
shall be accounted for per the current "Michigan Residential Code" requirements.
** Add additional attic storage live loads per the current "Michigan Residential Code"
requirements.
*** Tile, marble, or other special features shall be designed using the appropriate dead
loads and deflection limitations. Partition loads shall also be considered where
appropriate.
10"
STAIRWAYS AND HANDRAILS
7'-91 2" BEARING
WOOD TRUSS SPECIFICATIONS
TYPICAL FOUNDATION DRAINAGE
TYPICAL WALL SECTION
SCALE: 3/4" = 1'-0"
4" DIAMETER DRAIN TILE W/ FILTER
MEMBRANE IN PEA GRAVEL BASE
TYPICAL EXTERIOR WALL CONSTRUCTION
BRICK WITH AIRSPACE W/ 22 U.S. GAGE x 7/8"
CORRUGATED METAL BRICK TIES @ 24" O.C. HORIZONTALLY
SUPPORTING NO MORE THAN 3 1/4 SQ. FT.,
MOISTURE BARRIER PAPER (HOUSE WRAP) ON
7/16" O.S.B. SHEATHING ON 2X4 WOOD STUDS @ 16"O.C.,
1/2" GYPSUM WALL BOARD (GLUE & SCREW),
3/16" DIA. WEEP HOLES @ 32" O.C. (MIN.)
FLASHING MEMBRANE BENEATH THE FIRST COURSE OF
MASONRY CONTINUED ABOVE FINISHED GROUND LEVEL
TYPICAL EXTERIOR WALL CONSTRUCTION
SIDING, MOISTURE BARRIER PAPER (HOUSE WRAP) ON
7/16" O.S.B. SHEATHING ON 2X4 WOOD STUDS @ 16"O.C.,
1/2" GYPSUM WALL BOARD (GLUE & SCREW),
R312.1 GUARDS
WITH RISE OF MORE THAN 30" SHALL HAVE
GUARDS NOT LESS THAN 36" IN HEIGHT
TYPICAL GARAGE FLOOR CONSTRUCTION
TYPICAL GARAGE FLOOR CONSTRUCTION
4" CONCRETE SLAB ON
4" COMPACTED GRANULAR FILL
4" CONCRETE SLAB ON
4" COMPACTED GRANULAR FILL
TYPICAL SILL CONSTRUCTION
TYPICAL SILL CONSTRUCTION
SILL ANCHORS @ 32" O.C. WITHIN 12" OF ANY
CORNER OR OPENING,
2x4 TREATED SILL ON 4"X8"X16" C.M.U.
R311.5.6 HANDRAILS
SILL ANCHORS @ 32" O.C. WITHIN 12" OF ANY
CORNER OR OPENING,
2x4 TREATED SILL ON 4"X8"X16" C.M.U.
HANDRAILS THAT HAVE MINIMUM AND MAXIMUM
HEIGHTS OF 34" AND 38" RESPECTIVELY,
MEASURED VERTICALLY FROM THE NOSING OF
THE TREAD.
GRADE
GRADE
R311.5.3 STAIR TREADS AND RISERS
HEIGHT @___" EACH WITH A TREAD DEPTH OF
9.00" EACH (NOSE TO NOSE). THE GREATEST
RISER HEIGHT SHALL NOT EXCEED THE SHORTEST
BY 3/8". LIKEWISE THE SHORTEST RUN SHALL NOT
EXCEED THE GREATEST BY 3/8".
TYPICAL TRENCH FOOTING CONSTRUCTION
12" THICK x 42" DEEP BELOW GRADE (MIN.) POURED
CONCRETE TRENCH FOOTING
TYPICAL STRINGERS
3'-6" BELOW GRADE (MIN.)
3'-6" BELOW GRADE (MIN.)
LESS THAN 4" SPACING BETWEEN BALUSTRADES
TYPICAL TRENCH FOOTING CONSTRUCTION
10" THICK x 42" DEEP BELOW GRADE (MIN.) POURED
CONCRETE TRENCH FOOTING
DOUBLE 2x12 MINIMUM STRINGERS AT ENDS
AND ONE (1) STRINGER AT CENTER
TYPICAL GARAGE FOOTING
AND WALL DETAIL (BRICK)
TYPICAL GARAGE FOOTING
AND WALL DETAIL (SIDING)
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
TYPICAL COMMON WALL CONSTRUCTION
5/8" TYPE "X" G.W.B. SCREW ONLY (NO GLUE) ON
7/16" O.S.B. WALL SHEATHING ON
2X4 WOOD STUDS @ 16"O.C. W/ 3 1/2" INSUL. R-13
1/2" G.W.B. (GLUED AND NAILED)
R311.5.2 HEADROOM
THE MINIMUM HEADROOM IN ALL PARTS
OF THE STAIRWAY SHALL NOT BE LESS
THAN 6'-8" MEASURED VERTICALLY
FROM THE SLOPED PLANE ADJOINING
THE TREAD NOSING OR FROM THE
FLOOR SURFACE OF THE LANDING OR
PLATFORM.
TYPICAL FLOOR CONSTRUCTION
FINISH FLOOR ON
3/4" T&G SUBFLOOR GLUED & NAILED TO
FLOOR JOISTS (SEE PLAN FOR SIZE & SPACING)
RIM BOARD
TYPICAL SILL PLATE
R311.5.6 HANDRAILS
3 1/2" R-13 BOND INSULATION
SILL ANCHORS @ 32" O.C. (WITHIN 12" OF ANY
CORNER OR OPENING)
2X6 TREATED SILL PLATE W/ SILL SEALER
HANDRAILS THAT HAVE MINIMUM AND MAXIMUM
HEIGHTS OF 34" AND 38" RESPECTIVELY,
MEASURED VERTICALLY FROM THE NOSING OF
THE TREAD.
TYPICAL BRICK VENEER WALL CONSTRUCTION
BRICK WITH AIRSPACE W/ 22 U.S. GAGE x 7/8"
CORRUGATED METAL BRICK TIES @ 24" O.C. HORIZONTALLY
SUPPORTING NO MORE THAN 3 1/4 SQ. FT.,
MOISTURE BARRIER PAPER (HOUSE WRAP) ON
7/16" O.S.B. SHEATHING ON 2X WOOD STUDS @ 16"O.C.,
1/2" GYPSUM WALL BOARD (GLUE & SCREW),
3/16" DIA. WEEP HOLES @ 32" O.C. (MIN.)
TYPICAL GARAGE FLOOR CONSTRUCTION
4" CONCRETE SLAB ON
4" COMPACTED GRANULAR FILL
R311.5.3 STAIR TREADS AND RISERS
HEIGHT @ 7 15/16" EACH WITH A TREAD DEPTH OF
10.00" EACH (NOSE TO NOSE). THE GREATEST
RISER HEIGHT SHALL NOT EXCEED THE SHORTEST
BY 3/8". LIKEWISE THE SHORTEST RUN SHALL NOT
EXCEED THE GREATEST BY 3/8".
FLOOR FRAMING (REFER TO
PLAN FOR MEMBER SIZES)
FLASHING W/ WEEPHOLE
STEEL ANGLE NOT SECURED TO STUDS
BASE FLASHING OVER
COUNTER FLASHING
TYPICAL STRINGERS
DOUBLE 2x12 MINIMUM STRINGERS AT ENDS
AND ONE (1) STRINGER AT CENTER
TYPICAL FOUNDATION WALL
TRIPPLE 2x6 RAFTERS.
FIRST MEMBER SECURED TO EACH STUD WITH (3) 5 8" DIA. x 5"
LONG LAG SCREWS. EACH ADDITIONAL ROOF MEMBER SHALL
BE ANCHORED BY THE USE OF TWO 10d NAILS AT EVERY STUD
ONE COAT DAMPROOFING AT FACE OF
EXTERIOR WALL AND BRICKLEDGE,
10" THICK POURED CONCRETE WALL
(SEE PLANS FOR WALL HEIGHT AND FOOTING
DIMENSIONS)
TYPICAL GARAGE
COMMON WALL DETAIL
TYPICAL STAIR DETAIL
TYPICAL BRICK VENEER
WALL OVER ROOF DETAIL
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
PER SECTION R703.7.2.2