attachment c - ci.blaine.wa.us
TRANSCRIPT
Attachment C.2
LiboltResidentialDrafting
Page:
of 102 1/4" = 1'-0" Scale
East Elevation
1/4" = 1'-0" Scale
West Elevation
Preliminary PlanNot for Construction
Do Not Duplicate
Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
AutoCAD SHX Text
Date: 10/4/18
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HARBOR LANDS 8-PLEX
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Psalm: 20:4&5
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Plan Number:
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Harbor Lands003
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1st Draft
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10/4/18
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Concrete Porch
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30 Yr. Laminated Composition Shingles w/ 9" Ridge-Vent (Typical)
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2x10 Pre-Primed Spruce Bellyband (Typical)
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8 1/4" Hardi-Plank Siding (Typical)
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A
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2
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(North Elevation)
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Top of Stem Wall
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Top of Subfloor
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Top of Plateline
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Top of Subfloor
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Top of Plateline
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3.5
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12
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3.5
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12
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*Stairs mot drawn until approval of location, type and railing system.
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Concrete Porch
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2x8 Pre-Primed Spruce Fascia w/ 5" Metal Gutter (Typical)
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5/4" x 4" Pre-Primed Spruce Trim Around all Doors and Windows (Typical)
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B
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2
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(South Elevation)
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Top of Stem Wall
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Top of Subfloor
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Top of Plateline
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Top of Subfloor
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Top of Plateline
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3.5
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12
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3.5
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12
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Concrete Porch
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Concrete Porch
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8 1/4" Hardi-Plank Siding (Typical)
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5/4" x 6" Pre-Primed Spruce Trim on all Corners (Typical)
LiboltResidentialDrafting
Page:
of 103
1/4" = 1'-0" Scale
South Elevation
1/4" = 1'-0" Scale
North Elevation
3/4" = 1'-0" Scale
Typical Wall Section
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
AutoCAD SHX Text
Date: 10/4/18
AutoCAD SHX Text
HARBOR LANDS 8-PLEX
AutoCAD SHX Text
Psalm: 20:4&5
AutoCAD SHX Text
Plan Number:
AutoCAD SHX Text
Harbor Lands003
AutoCAD SHX Text
1st Draft
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10/4/18
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Top of Stem Wall
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Top of Subfloor
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Top of Plateline
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Top of Subfloor
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Top of Plateline
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B
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3
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(East Elevation)
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3.5
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12
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*Stairs mot drawn until approval of location, type and railing system.
AutoCAD SHX Text
Concrete Porch
AutoCAD SHX Text
Concrete Porch
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8 1/4" Hardi-Plank Siding (Typical)
AutoCAD SHX Text
2x10 Pre-Primed Spruce Bellyband (Typical)
AutoCAD SHX Text
30 Yr. Laminated Composition Shingles w/ 9" Ridge-Vent (Typical)
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A
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3
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(West Elevation)
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Top of Stem Wall
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Top of Subfloor
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Top of Plateline
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Top of Subfloor
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Top of Plateline
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3.5
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12
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*Stairs mot drawn until approval of location, type and railing system.
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8 1/4" Hardi-Plank Siding (Typical)
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2x8 Pre-Primed Spruce Fascia w/ 5" Metal Gutter (Typical)
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5/4" x 6" Pre-Primed Spruce Trim on all Corners (Typical)
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#4 Rebar, Continuous (3 runs needed)
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1 1/2" Washed Rock with one 4" PVC Drain Pipes
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Compact Soil
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6 mil Black Vapor Barrier
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3" Bearing Plate
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3/4" T&G UDLX Subfloor applied w/nails & construction adhesive
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#4 x 18" Rebar Stub 48" o. c.
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1/2" x 10" J-Bolts every 36"
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2x6 Treated w/ Sill Seal
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Min.
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9 1/2" Floor Joist
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R-30 Insulation
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Slope Grade Away at 2%
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C
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3
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R-21 Insulation
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2x6 Bottom Plate
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1/2" Sheetrock
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Double 2x6 Top Plate
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7/16 OSB Sheathing
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Tyvek Vapor Barrier
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2x6 Studs 16" o.c.
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11 7/8" LVL Rim Joist
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R-21 at Wall
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construction adhesive
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applied w/nails &
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3/4" T&G OSB Subfloor
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R-21 Insulation
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2x6 Bottom Plate
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1/2" Sheetrock
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Double 2x6 Top Plate
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7/16 OSB Sheathing
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Tyvek Vapor Barrier
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2x6 Studs 16" o.c.
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3.5
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12
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5/8" Sheetrock Lid
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Vented Birdblock
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H1 Hurricane Clip
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2x8 Pre-Primed Spruce Fascia
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Cardboard Baffle (leave 1" airspace from sheathing)
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R-49 Insulation
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Roof Truss
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Continous Metal Gutter
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7/16 OSB Sheathing
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2x10 Pre-Primed Spruce Bellyband
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8 1/4" Hardi-Plank Siding (7" Reveal)
1/4" = 1'-0" Scale
Foundation PlanLiboltResidentialDrafting
Page:
of 104
Laundry
Crawlspace Ventilation Calculations
Crawlspace Crawlspace
Porch Porch
PorchPorch
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2
AutoCAD SHX Text
A
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4
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Indicates Bearing Point Loads Originated From Above
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Indicates Bearing Point Loads Applicable to This Plan (1) 2x6 Trimmer & (1) 2x6 King Stud at Windows/Doors or (2) 2x6 Studs at Beam/Girder or (2) 2x6 Studs at Beam/Girder (2) 2x6 Studs at Beam/Girder Truss Point Loads Unless Otherwise Noted
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
AutoCAD SHX Text
Date: 10/4/18
AutoCAD SHX Text
HARBOR LANDS 8-PLEX
AutoCAD SHX Text
Psalm: 20:4&5
AutoCAD SHX Text
Plan Number:
AutoCAD SHX Text
Harbor Lands003
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1st Draft
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10/4/18
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4x10 DF
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4x10 DF
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4" Thick Concrete Slab
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Amount of Crawlspace Sq. Ft.
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1963
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Sq. Ft.
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Divided by 300 Sq Ft. (Code Requirement)
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6.54
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Multiplied by 144 (one Sq Ft. in Inches)
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942
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Sq. Ft.
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Divided by 73 (Air Flow provided per vent)
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13
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Vents
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(16 Drawn)
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Steps Down
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Steps Down
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Steps Down
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6 Mil. Black Plastic
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w/ 12" Overlap
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6 Mil. Black Plastic
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w/ 12" Overlap
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Block Out Stem Wall To Allow 4" Garage Slab To Passover
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4x10 DF
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Provide 4x6 Treated Posts at all Beam Joints
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Foundation Vent (13 Needed)
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Crawlspace Access 24"x18" Minimum
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29"x22"x18" Access Well
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Crawlspace Access 24"x18" Minimum
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29"x22"x18" Access Well
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A
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5
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A
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5
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A
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5
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B
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5
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C
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5
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D
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5
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F
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5
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F
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5
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D
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5
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D
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5
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E
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5
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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Provide 4x6 Treated Posts at all Beam Joints
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Steps Down
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24"x24"x8" Widened Footing
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24"x24"x8" Widened Footing
LiboltResidentialDrafting
Page:
of 1058" Stem Wall Detail
3/4" = 1'-0" Scale
8" Stem Wall Detail
3/4" = 1'-0" Scale
Garage Stem Wall Detail
3/4" = 1'-0" Scale
Post & Pad Detail
3/4" = 1'-0" Scale
Garage to House Detail
Garage Slab at Door Detail 3/4" = 1'-0" Scale
Garage Slab at Door Detail
3/4" = 1'-0" Scale
Porch Detail
3/4" = 1'-0" Scale
Typical Garage Shear Wall Detail
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
AutoCAD SHX Text
Date: 10/4/18
AutoCAD SHX Text
HARBOR LANDS 8-PLEX
AutoCAD SHX Text
Psalm: 20:4&5
AutoCAD SHX Text
Plan Number:
AutoCAD SHX Text
Harbor Lands003
AutoCAD SHX Text
1st Draft
AutoCAD SHX Text
10/4/18
AutoCAD SHX Text
1/2" Rebar, Continuous (3 runs needed)
AutoCAD SHX Text
Compact Soil
AutoCAD SHX Text
6 mil Black Vapor Barrier
AutoCAD SHX Text
3" Bearing Plate
AutoCAD SHX Text
3/4" T&G UDLX Subfloor applied w/nails & construction adhesive
AutoCAD SHX Text
1/2" x 18" Rebar Stub 48" o. c.
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1/2" x 10" Anchor Bolt
AutoCAD SHX Text
R-21 Insulation
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2x6 Treated w/ Sill Seal
AutoCAD SHX Text
2x6 Bottom Plate
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Min.
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R-30 Insulation
AutoCAD SHX Text
2x10 Pre-Primed Spruce Bellyband
AutoCAD SHX Text
Slope Grade Away at 2%
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8 1/4" Hardi-Plank Siding
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A
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9 1/2" I-Joists
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5
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1 1/2" Washed Rock with one 4" PVC Drain Pipes
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2x6 Treated Bottom Plate
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2x6 Exterior Stud
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1/2" x 10" Anchor Bolt
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Minimum
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1/2" x 16" Rebar Stub 48" o. c.
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1/2" Rebar, Continuous (3 runs)
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4" Conc. Garage Slab
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Sill Sealer
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3" Bearing Plate
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Compact Soil
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3"-4" Sand or Gravel Base
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R-21 Insulation
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2x10 Pre-Primed Spruce Bellyband
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8 1/4" Hardi-Plank Siding
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B
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5
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1 1/2" Washed Rock with one 4" PVC Drain Pipe
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3/4" T&G UDLX Subfloor applied w/nails & construction adhesive
AutoCAD SHX Text
Compact Soil
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R-30 Insulation
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6 mil Black Vapor Barrier
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Approved Post & Beam Connector
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4x4 Treated Post
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4x10 Beam
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C
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#4 Rebar, (2) Ea. Way
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9 1/2" Floor Joists
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5
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1/2" Rebar, Continuous (3 runs needed)
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Compact Soil
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6 mil Black Vapor Barrier
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3/4" T&G UDLX Subfloor applied w/nails & construction adhesive
AutoCAD SHX Text
1/2" x 18" Rebar Stub 48" o. c.
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1/2" x 10" Anchor Bolt
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R-21 Insulation
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2x6 Treated w/ Sill Seal
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2x6 Bottom Plate
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Max.
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R-30 Insulation
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4" Thick Garage Slab
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5/8" "Type X" Sheetrock
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D
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3" Bearing Plate
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9 1/2" I-Joists
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5
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4" Concrete Slab at Driveway
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1/2" Rebar, Continuous (3 runs needed)
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4" Concrete Slab at Garage
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Compact Soil
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8"x1/2" Ledge for Garage Door
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3"-4" of Sand of Gravel Base
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E
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5
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Fin. G.L. at 2%%%
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Compact Soil
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1/2" Rebar, Continuous (3 runs needed)
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Compact Soil
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6 mil Black Vapor Barrier
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3" Bearing Plate
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3/4" T&G UDLX Subfloor applied w/nails & construction adhesive
AutoCAD SHX Text
1/2" x 18" Rebar Stub 48" o. c.
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1/2" x 10" Anchor Bolt
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R-30 Insulation
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1/2" x 24" Rebar Stub 48" o. c.
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26 Ga. Galv. Flashing
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3"-4" Sand or Gravel Base
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F
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9 1/2" Floor Joists
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5
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1 1/2" Washed Rock with one 4" PVC Drain Pipe
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6" CONC. FNDN WALL (U.N.O.)
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16d @ 4" O.C. PL.-HDR TIE
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INSTALL CS16x28" END POST-HEADER VERT. STRAP ON INTERIOR SIDE.
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HDR
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2-2x6 CONT. TOP PL.
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NAIL SHT'G TO HDR @ 4" O.C. EACH WAY STAGGERED
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4x6 DF END POST @ DOOR EDGE 2-2x6 DF END POST SHEAR NAIL EACH STUD STAGGERED
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SHT'G: 7/16" CDX-II (OR OSB), 1-SIDE NAIL: 8d @ 4" O.C. EDGES, ALL PLATES, & HEADERS. 2-2x6 SOLID BLK'G REQ'D @ SHT'G JOINTS.
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(2) 5/8" DIA. A.B. W/ BP5/8 EMBED 7" MIN.
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SIMPSON HDU2-SDS2.5 W/ SSTB20 (TYP.)
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ROOF TRUSSES/RAFTERS TO HAVE H1 HURRICANE ANCHORS TO TOP PL.
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P.T. DBL-2x6 SILL PLATE NAIL W/ 8d @ 4" O.C.
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G
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5
LiboltResidentialDrafting
Page:
of 106 1/4" = 1'-0" Scale
First Level I-Joist Layout
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
AutoCAD SHX Text
Date: 10/4/18
AutoCAD SHX Text
HARBOR LANDS 8-PLEX
AutoCAD SHX Text
Psalm: 20:4&5
AutoCAD SHX Text
Plan Number:
AutoCAD SHX Text
Harbor Lands003
AutoCAD SHX Text
1st Draft
AutoCAD SHX Text
10/4/18
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A
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6
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Note: All Beams and Bearing Wall Headers are to be 4x10 DF Unless Otherwide Noted.
AutoCAD SHX Text
Dimension Notes: All Dimensions are to the Face of the Studs Unless Otherwise Noted.
AutoCAD SHX Text
Indicates Bearing Point Loads Originated From Above
AutoCAD SHX Text
Indicates Bearing Point Loads Applicable to This Plan (1) 2x6 Trimmer & (1) 2x6 King Stud at Windows/Doors or (2) 2x6 Studs at Beam/Girder or (2) 2x6 Studs at Beam/Girder (2) 2x6 Studs at Beam/Girder Truss Point Loads Unless Otherwise Noted
AutoCAD SHX Text
9 1/2" OSB Rim Joist (Typical)
AutoCAD SHX Text
9 1/2" OSB Rim Joist (Typical)
LiboltResidentialDrafting
Page:
of 10
1/4" = 1'-0" Scale
First Level Floor Plan
7
BW
LEGEND
Closet
Clo
set
Clo
set
Closet
Bedroom #1
Living Room
Deck
Bedroom #1
Bath
Living Room
Kitchen Kitchen
Clo
set
Clo
set
Closet
Bedroom #1
Living Room
Deck
Bedroom #1
Living Room
KitchenKitchen
Closet
BathBathBathBWBW BW
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
AutoCAD SHX Text
Date: 10/4/18
AutoCAD SHX Text
HARBOR LANDS 8-PLEX
AutoCAD SHX Text
Psalm: 20:4&5
AutoCAD SHX Text
Plan Number:
AutoCAD SHX Text
Harbor Lands003
AutoCAD SHX Text
1st Draft
AutoCAD SHX Text
10/4/18
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A
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7
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Note: All Beams and Bearing Wall Headers are to be 4x10 DF Unless Otherwide Noted.
AutoCAD SHX Text
Dimension Notes: All Dimensions are to the Face of the Studs Unless Otherwise Noted.
AutoCAD SHX Text
Indicates Bearing Point Loads Originated From Above
AutoCAD SHX Text
Indicates Bearing Point Loads Applicable to This Plan
AutoCAD SHX Text
Bearing Wall Location
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SD
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110 V.
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Smoke Detector
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Nutone
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LS80SE
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Exhaust Fan
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Hose Bib
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Hose Bib Location
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Braced Wall Line
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Braced Wall Line
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Braced Wall Line
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Braced Wall Line
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4x10 DF
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4x10 DF
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0 0
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3 5
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SH
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3/0
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2/8
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3/0
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5/0 BI-FOLD
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4x10 DF
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0 0
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(2) 3 5
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SH
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4x10 DF
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0 0
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3 5
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SH
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3/0
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2/8
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2/6
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3/0
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5/0 BI-FOLD
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11' X 14'9"
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Carpet
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SD
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110 V.
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11'8" x 13'1"
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Wood
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16' x 5'
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Concrete
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SD
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110 V.
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11' X 14'9"
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Carpet
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Nutone
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LS80SE
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6' x 6'
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Tile
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Nutone
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LS80SE
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44" High Half Wall
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REF.
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REF.
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44" High Half Wall
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11'8" x 13'1"
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Wood
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10'2" x 8'
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Wood
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10'2" x 8'
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Wood
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4x10 DF
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4x10 DF
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3/0
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3/0
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4x10 DF
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4x10 DF
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0 0
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3 5
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SH
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3/0
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2/8
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3/0
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5/0 BI-FOLD
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11' X 14'9"
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Carpet
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SD
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110 V.
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11'8" x 13'1"
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Wood
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16' x 5'
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Concrete
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SD
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110 V.
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11' X 15'3"
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Carpet
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Nutone
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LS80SE
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5/0 BI-PASS
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Nutone
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LS80SE
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44" High Half Wall
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REF.
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REF.
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44" High Half Wall
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11'8" x 13'1"
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Wood
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10'2" x 8'
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Wood
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10'2" x 8'
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Wood
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0 0
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(2) 3 5
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SH
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0 0
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(2) 3 5
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SH
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0 0
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(2) 3 5
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SH
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4x10 DF
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0 0
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2 4
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SH
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4x10 DF
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0 0
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2 4
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SH
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4x10 DF
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0 0
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2 4
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SH
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4x10 DF
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0 0
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2 4
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SH
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5/0 BI-PASS
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5/0 BI-PASS
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5/0 BI-PASS
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3'x3'6" Shower
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2/8
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5/0 BI-FOLD
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2/6
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6' x 6'
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Tile
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3'x3'6" Shower
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2/6
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6' x 6'
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Tile
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3'x3'6" Shower
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2/6
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6' x 6'
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Tile
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3'x3'6" Shower
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W
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W
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W
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D
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D
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D
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3/0
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Clothes Cart
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Folding Table
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Detergent Vending Machine
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Steps Down
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Steps Down
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Steps Down
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Steps Down
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0 0
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3 5
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SH
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SD
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110 V.
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SD
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110 V.
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SD
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110 V.
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SD
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110 V.
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Nutone
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LS80SE
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Braced Wall Line
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Braced Wall Line
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Braced Wall Line
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Braced Wall Line
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Braced Wall Line
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Braced Wall Line
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4'x4'x4" Concrete Pad
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4'x4'x4" Concrete Pad
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4'x4'x4" Concrete Pad
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Up
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Up
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6x6 DF Posts (Typical)
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6x6 DF Posts (Typical)
LiboltResidentialDrafting
Page:
of 10
1/4" = 1'-0" Scale
Second Level I-Joist Layout
8
BW
BW
BW BWBW BW
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
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Date: 10/4/18
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HARBOR LANDS 8-PLEX
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Psalm: 20:4&5
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Plan Number:
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Harbor Lands003
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1st Draft
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10/4/18
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A
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8
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Note: All Beams and Bearing Wall Headers are to be 4x10 DF Unless Otherwide Noted.
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Dimension Notes: All Dimensions are to the Face of the Studs Unless Otherwise Noted.
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Indicates Bearing Point Loads Originated From Above
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Indicates Bearing Point Loads Applicable to This Plan (1) 2x6 Trimmer & (1) 2x6 King Stud at Windows/Doors or (2) 2x6 Studs at Beam/Girder or (2) 2x6 Studs at Beam/Girder (2) 2x6 Studs at Beam/Girder Truss Point Loads Unless Otherwise Noted
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1 1/2"x 9 1/2" LVL (Held-Up)
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1 1/2"x 9 1/2" LVL (Held-Up)
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11 7/8" OSB Rim Joists (Typical)
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11 7/8" OSB Rim Joists (Typical)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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Provide Solid Blocking at Cantilever
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Provide Solid Blocking at Bearing Wall
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Provide Solid Blocking at Cantilever
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Provide Solid Blocking at Bearing Wall
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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2x12 PT Joists at 16" O.C.
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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3 1/2"x 9 1/2" LVL (Held-Up)
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2x12 PT Joists at 16" O.C.
LiboltResidentialDrafting
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1/4" = 1'-0" Scale
Second Level Floor Plan
9
BW
LEGEND
Closet
Clo
set
Clo
set
Closet
Bedroom #1Living Room
Deck
Bedroom #1
Bath
Living Room
Kitchen Kitchen
Clo
set
Clo
set
Closet
Bedroom #1Living Room
Deck
Bedroom #1
Living Room
KitchenKitchen
Closet
BathBathBath
BW
BW
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
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Date: 10/4/18
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HARBOR LANDS 8-PLEX
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Psalm: 20:4&5
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Plan Number:
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Harbor Lands003
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1st Draft
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10/4/18
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A
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9
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Note: All Beams and Bearing Wall Headers are to be 4x10 DF Unless Otherwide Noted.
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Dimension Notes: All Dimensions are to the Face of the Studs Unless Otherwise Noted.
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Indicates Bearing Point Loads Originated From Above
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Indicates Bearing Point Loads Applicable to This Plan
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Bearing Wall Location
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SD
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110 V.
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Smoke Detector
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Nutone
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LS80SE
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Exhaust Fan
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Hose Bib
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Hose Bib Location
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4x10 DF
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4x10 DF
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0 0
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3 5
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SH
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3/0
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2/8
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3/0
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5/0 BI-FOLD
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4x10 DF
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0 0
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(2) 3 5
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SH
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4x10 DF
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0 0
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3 5
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SH
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3/0
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2/8
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2/6
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3/0
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5/0 BI-FOLD
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11' X 14'9"
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Carpet
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SD
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110 V.
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11'8" x 13'1"
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Wood
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16' x 5'
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Wood
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SD
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110 V.
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11' X 14'9"
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Carpet
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Nutone
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LS80SE
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6' x 6'
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Tile
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Nutone
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LS80SE
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44" High Half Wall
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REF.
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REF.
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44" High Half Wall
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11'8" x 13'1"
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Wood
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10'2" x 8'
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Wood
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10'2" x 8'
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Wood
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4x10 DF
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4x10 DF
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3/0
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3/0
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4x10 DF
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4x10 DF
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0 0
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3 5
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SH
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3/0
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2/8
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3/0
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5/0 BI-FOLD
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11' X 14'9"
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Carpet
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SD
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110 V.
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11'8" x 13'1"
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Wood
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16' x 5'
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Wood
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SD
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110 V.
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11' X 15'3"
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Carpet
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Nutone
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LS80SE
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Nutone
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LS80SE
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44" High Half Wall
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REF.
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REF.
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44" High Half Wall
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11'8" x 13'1"
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Wood
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10'2" x 8'
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Wood
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10'2" x 8'
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Wood
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0 0
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(2) 3 5
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SH
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0 0
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(2) 3 5
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SH
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0 0
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(2) 3 5
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SH
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4x10 DF
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0 0
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2 4
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SH
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4x10 DF
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0 0
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2 4
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SH
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4x10 DF
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0 0
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2 4
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SH
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4x10 DF
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0 0
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2 4
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SH
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5/0 BI-PASS
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5/0 BI-PASS
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5/0 BI-PASS
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5/0 BI-PASS
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3'x3'6" Shower
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2/8
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5/0 BI-FOLD
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2/6
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6' x 6'
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Tile
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3'x3'6" Shower
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2/6
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6' x 6'
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Tile
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3'x3'6" Shower
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2/6
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6' x 6'
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Tile
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3'x3'6" Shower
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Down
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Down
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0 0
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3 5
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SH
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Attic Access
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Attic Access
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Attic Access
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Attic Access
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SD
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110 V.
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SD
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110 V.
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SD
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110 V.
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SD
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110 V.
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4'x4'x4" Concrete Pad
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4'x4'x4" Concrete Pad
LiboltResidentialDrafting
Page:
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1/4" = 1'-0" Scale
Roof Plan
10
BW
BW
1/4" = 1'-0" Scale
Cross Section
Closet Bedroom #1Bath
Closet Bedroom #1Bath
Preliminary Plan
Not for C
onstructio
n
Do Not Duplic
ate
Attachment C.2Attachment C.2
AutoCAD SHX Text
110 Park View Dr. Lynden, WA 98264 (360) 933-1105
AutoCAD SHX Text
Date: 10/4/18
AutoCAD SHX Text
HARBOR LANDS 8-PLEX
AutoCAD SHX Text
Psalm: 20:4&5
AutoCAD SHX Text
Plan Number:
AutoCAD SHX Text
Harbor Lands003
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1st Draft
AutoCAD SHX Text
10/4/18
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A
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7
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Note: All Beams and Bearing Wall Headers are to be 4x10 DF Unless Otherwide Noted.
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Dimension Notes: All Dimensions are to the Face of the Studs Unless Otherwise Noted.
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Roof Details: 3.5/12 Pitches, 2x4 Top Chord, 2x6 Bearing, 25-7-0-8 Loading, 6" Heels, 30" Tails, and 24" Spacing.
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ROOF FRAMING NOTES: 1. All Perimeter and Bearing Wall All Perimeter and Bearing Wall Headers to be 4x10 DF#2 Unless Otherwise Noted. 2. Trusses to be Engineered by Trusses to be Engineered by Washington State Registered Engineer and Checked by General Contractor before Installation. 3. Placement of Girder Trusses by Placement of Girder Trusses by Truss Manufacturer. 4. All Truss and/or Rafter Overhangs All Truss and/or Rafter Overhangs to be 18" and Barge Overhangs to be 18" Unless Otherwise Noted. 5. Overframing on top of Overframing on top of Trusses and/or Rafters. 6. Roof Ventilation to be a Baffled Roof Ventilation to be a Baffled Vent System to Keep Weather Out. (9" Ridge-Master or Equivalent) Provide Vented Birdblocks at Truss Heels. 7. Simpson Strong-Tie Hangers and Simpson Strong-Tie Hangers and Brackets (or Equivalent) to be Used to Hang all Trusses, Rafters, Beams and/or Ledger Boards. 8. Roof Pitches to be Verified with Roof Pitches to be Verified with Elevations.
AutoCAD SHX Text
B
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10
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Indicates Bearing Point Loads Applicable to This Plan (1) 2x6 Trimmer & (1) 2x6 King Stud at Windows/Doors or (2) 2x6 Studs at Beam/Girder or (2) 2x6 Studs at Beam/Girder (2) 2x6 Studs at Beam/Girder Truss Point Loads Unless Otherwise Noted
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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4x10 DF
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Girder Truss
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Hip Truss
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Girder Truss
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Hip Truss
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Gable End Truss
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Gable End Truss
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Gable End Truss
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Gable End Truss
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Gable End Truss
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Gable End Truss
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2x8 Pre-Primed Spruce Fascia Boards (Typical)
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2x8 Pre-Primed Spruce Fascia Boards (Typical)
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3.5/12
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3.5/12
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3.5/12
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3.5/12
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3.5/12
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3.5/12
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Attic Access
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Attic Access
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Attic Access
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3.5/12
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Jack Truss
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Jack Truss
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Jack Truss
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Jack Truss
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Jack Truss
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Jack Truss
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Jack Truss
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Jack Truss
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Jack Truss
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2x8 Pre-Primed Spruce Fascia Boards (Typical)
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2x10 Pre-Primed Spruce Barge Boards (Typical)
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Attic Access
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Attic Access
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B
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10
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Top of Stem Wall
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Top of Subfloor
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Top of Plateline
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Top of Subfloor
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Top of Plateline
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3.5
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12