Left Elevation. Front Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,842. Scale : 1/4" = 1'

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1 Plan Name 4 4" Window and door trim. (Street facing facades) 4" Corner Boards 4" Vertical Cedar Siding Left Elevation Lap siding over approved building wrap over 1 2" OSB sheathing. Front Elevation Stone Veneer on Garage wings. Elevations Back Elevation Right Elevation 1

2 Section B 19'-8" 7' 8'-5" -3" -5" 8'-8" 2-4" Section C 16'-8" 8'-7" Plan Name Covered Patio 19/8 x 10/0 6/0 Slider w/ 1/0 Trans. 6/0 x 5/0 Xo 6/0 x 5/0 (" xo Vent) Tempered 6/0 Soaker 6/0 x 5/0 Xo Egress Main Floor 1,842 Sq ft Notes 9' 1 1 8" Ceilings Use this sheet for accurate dimensions and locations of all doors, windows, walls, cabinets, etc. Floor Framing: Refer to Foundation Plan (sheet 3) Roof Framing: Refer to Framing Plan (sheet 4) All electrical to meet or exceed current minimum code requirements and is to be determined by owner. All fans shall have a mechanical ventilation system designed to exhaust a minimum of 80 cfm intermittent or 20 cfm continuous. Mechanical ventilation control systems shall be connected to a dehumidistat, timer or similar automatic control Section A 6' 3-6" 11'-4" -8" 9' 9'-6" -6" 3' Gas Fire Place 5/0 x 5/0 Xo 4/0 x 4/6 Xo -6" Dining 14/0 x 9/0 Kitchen 14/6 x 10/0 Den 10/0 x 10/6 Great Room 19/4 x 16/0 Covered Porch 15/0 x 5/6 Pantry W.H. 90% Gas Furnace Washer Dryer 8' Fan /CO2 5/0 Shower Closet 16/0 x 8/0 Garage Dr 30" x 22" Attic access 5/0 Tub/Shower Closet Closet 3-Car Garage 29/0 x 20/0 Master Bedroom 16/2 x 15/6 Bedroom 2 10/0 x 11/2 Island : x 3' Bedroom 3 (2)- 3/0 x 5/6 Sh Section B 11'-6" 9'-6" 8' Vaulted Ceiling Flat 9' Ceiling 3/0 Utility 6/4 x 7/8 2/8 M. Bath 7/10 x 17/4 Walk-In 7/10 x 6/8 Bath 7/10 x 7/8 Vaulted Ceiling Flat 9' Ceiling 10' 11' 30' 3'-6" 2'-8" 7' 7'-10" Vaulted Ceiling Flat 9' Ceiling 24" x 30" Crawl Access 6'-4" Fan Fan 3'-2" 2'-10" -8" 1 2'-8" 2'-8" 8' 3'-6" 3'-6" 8' Section C 10'-6" 10/0 x 11/2 10'-6" 8/0 x 8/0 Garage Dr 6' Egress 5/0 x 5/0 Xo Egress 5/0 x 5/0 Xo Slope slab towards drive-way. -7" -7" 21' 11'-6" 11'-6" 16' Section A Floor Plan 2

3 Foundation Notes Concrete : Minimum 28 day concrete strength = 2500 psi. Grade beams, piers and spread footings shall be poured onto undisturbed, native soil which is free from any material that will adversely affect the soil bearing pressure. Footings are to be on undisturbed soil with an assumed 1500 PSF All slabs to be supported with a min. of 4" of compacted crushed rock fill. Beam pockets in concrete walls to have a min. 1 2" air space on sides, and min. 3" of bearing for all beams and girders. Typical pier pad to be 18" dia. x 8" concrete footing with 4x4 DF#2 post. Typical crawl space beam to be 4x8 DF#2. Single gusset plate to be used on both sides of attachment to post. Cover entire crawl space with 6 mil black visqueen vapor barrier. Excavate a min. of 18" below bottom of all beams. Install 15" x 7" closable FND vents in FND walls. Min 1 sq ft vented area for every 150 sq ft of crawl space. 1 2 " Anchor bolts install at 48" o/c, and within " of all corners and ends of plates. Footing Schedule F1 24" x 24" x 8" Concrete footing with (2) #4 bars each way. Interior Bearing Wall (above) 1 2 " CDX plywood sheathing. Nailing per "BWP" schedule. P.T. 2x6 sill plate fastened to foundation wall with 1 2" J-bolts with 3x3 plate washers, at 48" o/c, and within " of all corners and ends of plates. Grade One #4 vertical bar at 48" o/c with 6" hook at each end. Note: Footing to be placed on undisturbed, native soil. D 1 6" 3" Clr. 6" 3" 6" 3" " 1'-6" Min. 2x6 Exterior wall 1 1 8" T&G plywood floors. One #4 Continuous bar at bottom of footing and at top of stem wall. (Extend bar around corners min. of ) Typical Foundation Wall Provide 1 2" plywood gusset at interm. posts, gusset each side at beam slpices. Typ. 4x4 DF#2. #15 Felt Typ. 4x8 DF#2 Girder D 3 Anchor 48" o/c within " of all ends per Detail D1. Finished floor 1 1 8" T&G Plywood 1 2 " gypsum board inside house " T&G Plywood. Braced Wall Panel (BWP) Typ. 4x8 DF#2 Girder Verify height on-site Note: Footing to be placed on undisturbed, native soil. D 2 18" Dia. x 9" Concrete footing R-38 Insulation 6 Mil Visqueen underlayment 5 8 " type "X" gypsum board inside garage. 4" garage slab sloped to garage dr. Min. 4" crushed rock fill compacted. BWP Garage to House R-21 Insulation Typical foundation wall. See detail D1 Typical Post & Beam Garage 2x6 Exterior wall 8'-6" 46'-6" 6' -6" D 1 2' Additional Girder to support Interior Braced Wall. 11'-2" F1 F1 1'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-2" 19'-8" 3' 11'-6" D 2 D 4 See page 4 4x8 Blocking under Interior Braced Wall. Flooring System: 1 1 8" T&G plywood subfloor on 4x8 DF#2 girders, on 4x4 DF#2 joints) posts, on asphalt shingle, on 18" x 8" concrete footings. 16' Garage door 2-4" 7'-6" 10' 10' 10' 7'-6" D 3 24" x 30" Crawl Access D 6 See page 4 2'-8" 2'-8" 1'-10" 8' Garage door D 1 21' 39' Plan Name Foundation Plan 10' 1 6' 11' 30' 3

4 Design Standards Code : 2014 ORSC Wind Speed : 95 mph Wind Exposure : B Snow Load : 25 PSF Roof Dead Load : 15 PSF Seismic Design Category : D1 Soil Bearing Pressure : 1500 PSF Soil Passive Bearing Pressure : 200 PSF 1 1 8" T&G Plywood. 4x8 Girder. HU48 Hangers connecting blocking to Girders. D " T&G Plywood. Braced Wall Panel (BWP) D 5 Trusses Trusses Ceiling Finished Floor 4x8 Blocking between Girders, continuous along length of BWP. BWP Perpendicular to Framing Ceiling Braced Wall Panel (BWP) Attic Attic Full height blocking continuous along length of BWP. 8d nails at 6" o/c Finished Floor (3)-16d nails at 16" o/c Addition framing member (2x4) directly above. 8d nails at 6" o/c (3)-16d nails at 16" o/c Additional 4x8 Girder (typ.) if does not land on existing Girder per foundation plan. BWP Parallel to Framing Minimum 24" CS-WSP corner return. Wall sheathing, min. 3 8" Braced Wall Line-Bracing Methods CS-PF D 6 2" Max. Open Continuously Sheathed- Wood Structural Panel (CS-WSP) Braced Wall Line Perpendicular to Trusses Scale: 1 2"=1' (1)-16d nail at " o.c. required at corner connection. 6d Common nail: 6" o.c. on Edges. " o.c. on intermediate supports. Solid blocking between rafters. Attached to top plates with 8d nails at 6" o.c. along length of braced wall panel. 1 2 " Gypsum board as required, see table R602.3(1) for fastening. Outside Corner Connection Scale: 1" = 1' Continuously Sheathed-Wood Structural Panel (CS-WSP) Braced Wall Line Max. D 8 Provide venting per section R806. Continuously Sheathed-Wood Structural Panel (CS-WSP) Braced Wall Line Minimum 24" CS-WSP corner return. (Both edges at corners) Wall sheathing, min. 3 8" Bracing for CS-WSP. Perpendicular to Trusses D11 2" Max. Open Wall sheathing min. 3 8" 2x Blocking. Nailing per Table R602.3(1) Connection Option Scale: 1 2"=1' (2)-16d nail at 24" o.c. required at corner connection. 1 2 " Gypsum board as required, see table R602.3(1) for fastening. Fasteners on both studs at each panel edge. Continuously Sheathed-Portal Frame (CS-PF) Braced Wall Line Garage Corner Connection Scale: 1" = 1' ' - Required 15.92' - Provided ' - Required 28.50' - Provided Method - GB ' - Required 6' - Provided ' - Required 6.00' - Provided Method - CS-PF -6" 7.91' - Required.50' - Provided Beam 1 Beam 1 A-1 D 8 10'-2" 10'-4" D 5 Beam 2 19'-8" Interior Ridge Vaulted- 2/ D11 11'-6" 14.16' - Required 15.00' - Provided Method - GB 9'-6" B-1 1 DBL Stud at Girder 8' C-1 Beam 3 11' 30' Valley 4.63' - Required 11.50' - Provided Framing and Lateral Plan Gable End Ridge D 4 4: 24" o/c Ridge 2-4" 8'-1" 21'-4" D 6 Interior Ridge Vaulted- 2/ D 5 8'-7" -7" 8.50' x ( 60 50) = 10.20' - Required.00' - Provided DBL Stud at Girder 8' D-1 D11 Plan Name Framing Plan 4

5 Plan Name By Others 4 2' Gas Fire Place 10'-2" Extended tails on trusses 2 Great Room Master Bath Master Bedroom Flooring System: 1 1 8" T&G plywood sub-floor on 4x8 32" o/c. Girders supported by 4x4 posts splice), on asphalt shingle, on 18" x 8" concrete footings. R-21 R-21 R-38 R-38 Cover entire crawl space with 6 mil black visqueen vapor barrier. Section A 2 8'-7" Min. 18" clearance in crawl space. 9' By Others Covered Patio Great Room Dining Kitchen Den Covered Porch Flooring System: 1 1 8" T&G plywood sub-floor on 4x8 32" o/c. Girders supported by 4x4 posts splice), on asphalt shingle, on 18" x 8" concrete footings. Cover entire crawl space with 6 mil black visqueen vapor barrier. Section B 9' Min. 18" clearance in crawl space. Sections By Others 3-Car Garage 9' R-21 Bedroom 3 R-38 Cover entire crawl space with 6 mil black visqueen vapor barrier. Section C Bedroom 2 Flooring System: 1 1 8" T&G plywood sub-floor on 4x8 32" o/c. Girders supported by 4x4 posts splice), on asphalt shingle, on 18" x 8" concrete footings. Master Bedroom Min. 18" clearance in crawl space. R-21 5

6 Foundation Notes Footings are to be placed on undisturbed, native soil with an assumed 1500 PSF. All slabs to be supported with a minimum of 4" compacted, crushed rock fill. Beam pockets in concrete walls to a minimum 1 2" air space on sides, and minimum 3" of bearing for all beams and girders. Cover entire crawl space with 6 mil black visqueen vapor barrier. Excavate minimum of 18" below bottom of all beams. Install 15"x 7" closable foundation vents in foundation walls. Minimum of 1 SqFt vented area for every 150 SqFt of crawl space. Foundation stem walls shall be provided with a minimum of one #4 bar within " of the top of the wall, and one #4 bar a minimum of 3" clearance from the bottom of the footing. A grounding electrode system shall be installed in foundations: One #4 horizontal bar not less than 3" from bottom of footing and not less than 20' long, one #4 vertical bar stubbed up at least " above the floor plate with a minimum " splice to the horizontal bar. Foundation anchor bolts shall be not less than 1 2" diameter bolts embedded at least 7" into concrete, or masonry, spaced 48" o/c, with at least two bolts per plate and within " of ends and corners. Foundations wall shall extend at least 6" above grade. Drains shall be provided around all foundations enclosing habitable or usable space below grade. Waterproofing is required on the outside surface of below-grade foundation walls enclosing interior space. An 18"x 24" (minimum) access opening is required to all under-floor spaces. Radon Passive System AF Vent Pipe A plumbing tee or other approved connection shall be inserted horizontally beneath the sheeting and connected to a 3- or 4-inch-dia. fitting with a vertical vent pipe installed through the sheeting. The vent pipe shall be extended up through the building floors, terminate at least " above roof in a location at least 10' away from any window or other opening into the conditioned spaces of the building that is less than 2' below the exhaust point, and 10' from any window or other opening adjoining or adjacent buildings. All stud spacing to be 16" o/c. Exterior wall : 2x6 DF#2. Interior wall : 2x4 DF#2. Walls shall be capped with a double top plate to provide overlapping at corners and intersections with bearing partitions. Anchor bolts embedded in foundation wall and fastened to sill plate 48" o/c. Sheathing: Wall sheathing to be 15 32" APA rated CDX or OSB. All panel edges shall be backed by wall stud. Nail panels with 8d nails at 6" o/c along edges and " o/c in field. (Same applies for roof sheathing.) Fireblocking shall be installed in concealed spaces of wood construction; in walls at ceiling and floor levels, and not more than 10' horizontally; and intersections between vertical and horizontal spaces such as dropped ceilings and soffits; between stair stringers at top and bottom of stair runs. Fireblocking shall consist of 2" nominal lumber, 1 2" gypsum board, mineral wool or glass fiber insulation securely retained, or other approved material. Draftstopping shall be in concealed floor-ceiling construction parallel to the framing members so that the area does not exceed 1,000 SqFt. Fasteners and connectors in contact with P.T. wood shall be hot dipped galvanized steel or equivalent. Notches in sawn lumber joists, rafters, and beams shall not exceed 1 6 of the member's depth, not longer than 1 3 of the member's depth, and not located in the middle 1 3 of the member's span. Notches at ends shall not exceed 1 4 of the member's depth. Tension side of members greater than 4" nominal thickness shall not be notched except at the ends. Hole diameters shall not exceed 1 3 of the member's depth, and not be closer than 2" to the top or bottom, or to any other hole or notch. Cuts, notches or holes are not permitted in engineered wood products, except where permitted by the product manufacturer or where designed by a registered design professional. Top plates of bearing walls notched or drilled more than 50% of their width shall have a minimum 16 gauge, 1 1 2" wide galvanized strap installed at the opening. Straps shall extend 6" minimum past the opening with (8)-10d nails on each side. Engineered truss drawings shall be submitted for review and approval prior to erection. Trusses shall be braced per manufacturer. Tie-downs shall be installed to provide a continuous load path from trusses to foundation. Insulation Specs Roof Flashing Main Floor Vent Pipe "T" Vent Pipe Upper Floor Ceiling or projection. All exposed insulation is to have a flame spread rating of less than 25 and a smoke density rating of less than 450. Perimeter concrete walls to be protected with rigid fiberboard insulation from top of concrete wall to not less than 24" below grade. Slab edge insulation is to be R-15. Heating ducts be insulated with R-8. Windows shall meet required U-factors for the contractors chosen path of compliance. See Table N1101.1(1) One exterior door may be insulated to a U-factor of 0.20, all other exterior doors cannot exceed Table N1101.1(1) Wall insulation above grade Wall insulation below grade Flat ceiling Vaulted ceiling Underfloor insulation Slab floor edge insulation Heated slab floor interiors Windows skylight exterior doors Exterior doors with <2.5 sq. ft. glazing Forced air duct insulation The handrail may project a Max. of 41 2" into required stair width. Handrails are continuous for the full length of the flight. Scale : Noted Energy Efficiency NOTES All work is to comply with the latest adopted version of the Oregon Residential Specialty Code and any applicable state, county or local regulations. The contractor is responsible to check the plans omissions prior to the start of construction. Structural specifications and drawings for this work have been prepared in accordance with generally accepted engineering practices to meet minimum requirements of the latest version of the ORSC. Any written dimensions have precedence over scaled dimensions. 11 2" Min. Circular handrails not less than 11 4" or more than 2" Ø 3' Table R602.3(1) Framing Notes 6'-8" Min. Height General Notes Dimensions measured vertically from the sloped line adjoining the tread nosing. 10" Min. 8" Max. Handrail ends return to wall or terminated in newel posts. Handrail Details Scale : 1"=1' Scale : 1/4"=1' Typical Stair & Handrail Detail R-21 R-15 R-30 R-38 R-15 R-10 U-0.35 U-0.60 U-0.20 U-0.40 R-8 Table R602.3(3) 2016 Cedar Ridge Homes tysondgrey@gmail.com N