Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.

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1 10" Belly Band Cement board shake siding Cement board siding 7" Lap Decorative Corbels Cement board siding 7" Lap 4" Corner boards Stone Veneer on Garage wings 48" high 4" Window and Door Trim (Street facing facade) P.T. x : Wrapped & collared with cement board Trim. Stone Veneer up to bottom of window Total Sq Ft = 1,47 Left Elevation Front Elevation Elevations Back Elevation Right Elevation (P) (F)

2 Floor Plan 1,47 Sq ft Notes Section A 9' 1 1 8" Ceilings 21' 10'-4" 10'-4" 1' Use this sheet for accurate dimensions and locations of all doors, windows, walls, cabinets, etc. Post and Beam Framing: Refer to Foundation Plan (sheet ) Roof Framing: Refer to Framing Plan (sheet 5) 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 4x DF#2 4x DF#2 5/0 x 5/0 Xo Egress 5/0 x 5/0 Xo Egress Slope slab towards drive-way. 44'-" 24'-8" 19'-10" 2' 7'-8" 8'-9" x PT -" x PT -2" Master Bedroom 1/ x / 11'-2" Bedroom 2 10/4 x 10/0 10'-10" Bedroom 2 10/4 x 10/0 8/0 x 8/0 Garage Dr x DF#2 4x DF#2 /0 x 5/0 Xo Egress SMK SMK 7' '-2" '-2" 7'-4" 2'-4" Closet Closet 2/ 2/ 2/ SMK 4'-10" 0" x 22" Attic access -Car Garage 28/0 x 20/0 Fan 4x DF#2 /0 x 4/0 sh 5/0 Tub/Shower 24" x 0" Crawl Access M. Bath /10 x 11/10 5/0 Shower Walk-In /10 x 7/0 '-2" 2/0 15/0 x 8/0 Garage Dr x DF#2 Linen Closet Washer Dryer Water 95% Gas Heater Furnace Covered Patio /0 x 8/4 /0 Slider w/ 1/0 Trans. 5/0 x 5/0 xo /0 Great Room 19/ x 14/ Kitchen/Dining 15/0 x 18/4 Den 10/ x 9/ /0 x 5/0 sh /0 x 5/0 sh Covered Porch 15/ x 4/0 ' 9'-" 29' 4' 11'-" 44'-" x DF#2 7'-4" 7'-8" 2'-4" 4'-4" 7' 7'-" SMK/CO2 2/ 2/8 11' Section B 4x DF#2 Section B 8'-4" Island: x ' 2/ x DF#2 x DF#2 4x DF#2 4x DF#2-9" 4x DF#2 5/0 x 5/0 Xo 4/0 x 4/ xo Gas Fireplace 4x DF#2 4x DF#2 x DF#2 x PT 10'-4" -8" 8'-" 8'-11" -" 8' 4'-8" ' Section A Floor Plan (P) (F) Total Sq Ft = 1,47 2

3 44'-" 24'-8" 19'-10" 2' ' 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. " 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 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 24" x 24" x 8" Concrete footing with (2) #4 bars each way. Interior Braced Wall (above) 1 2 " CDX plywood sheathing. Nailing per "BWP" schedule. P.T. 2x sill plate fastened to foundation wall with 1 2" J-bolts with x 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 " hook at each end. Note: Footing to be placed on undisturbed, native soil. D 1 " " Clr. " " " " " 1'-" Min. 2x Exterior wall 1 1 8" T&G plywood floors. Typ. 4x8 DF#2 Girder One #4 Continuous bar at bottom of footing and at top of stem wall. (Extend bar around corners min. of ) Typical Foundation Wall Scale: 1"=1' Provide 1 2" plywood gusset at interm. posts, gusset each side at beam slpices. Typ. 4x4 DF#2. #15 Felt D 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-8 Insulation 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 Scale: 1"=1' R-21 Insulation Typical foundation wall. See detail D1 Typical Post & Beam Scale: 1"=1' Garage 2x Exterior wall x PT D 1 21' '-8" 8' Garage door 1'-10" 2'-" Garage Slab 1 Garage door D 4 See page 24" x 0" Crawl Access -4" 4x8 Blocking under Interior Braced Wall. 7'-" 10' 10' 10' 7'-" 18'-10" 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. D 2 HDU2 11' 4x8 DF #2 (typ.) 2'-2" 8'-4" x PT 10'-10" See page D D 5 x PT D 1 4' 8' '-5" -" ' Total Sq Ft = 1,47 Foundation Plan (P) (F) ' 1'-" 9'-" 29' 4' 11'-" 44'-"

4 Pre-Fab Trusses By Others Total Sq Ft = 1,47 R-49 Master Bedroom Master Bath Great Room 9'-1" R-21 Flooring System: 1 1 8" T&G plywood sub-floor on 4x8 2" o/c. Girders supported by 4x4 posts splice), on asphalt shingle, on 18" x 8" concrete footings. Cover entire crawl space with mil black visqueen vapor barrier. Min. 18" clearance in crawl space. Section A Pre-Fab Trusses By Others R-8 Sections R-49 4x DF#2 4x DF#2 x DF#2 4' Covered Patio Great Room Dining Kitchen 9'-1" Covered Porch Flooring System: 1 1 8" T&G plywood sub-floor on 4x8 2" o/c. Girders supported by 4x4 posts splice), on asphalt shingle, on 18" x 8" concrete footings. Cover entire crawl space with mil black visqueen vapor barrier. Min. 18" clearance in crawl space. R-8 Section B (P) (F)

5 See Section R D7 D See page 4x DF#2 D4 See page / See page 4x DF#2 Wall Line : C Required Bracing : 5.98' Qualified Bracing : 11.00' +HDU2 Hold down Pre-Fab 24" o/c GB Wall Line : 2 Required Bracing : 2.72' Qualified Bracing : 5.8' See page (Refer to rafter connection only for this section of GB) Wall Line : B Wall Line : 2 4x DF#2 : D5 See page D5 4x DF#2 HDU 2 Wall Line : 4x DF#2 Gable End x DF#2 x DF#2 x DF#2 Beam 2 Beam 1 Wall Line : 4 Roofing Notes Gable End See figure R Method CS-PF : Continuously sheathed portal frame. Wall Line : C D8 PT See page x Required Bracing : 4.9' Qualified Bracing :.00' CS-PF Beam -2x () Wall Line : 4 Wall Line : x DF#2 Required Bracing : 4.' Qualified Bracing : 5.1' Beam 4 D D8 See page on entire roof. 18" overhang on all eaves. " overhang on all gable ends. Install roof vents along 4' o.c. D7 See page Wall Line : D See page 1" / 7 Total Sq Ft = 1,47 Wall Line : D Beam 5 x DF#2 Required Bracing : 7.1' Qualified Bracing : 25.7' x DF#2 Wall Line : B Required Bracing : 1.99' Qualified Bracing : 25.8' Required Bracing : 9.18' Qualified Bracing : 9.' Wall Line : A GB D See page 4x DF#2 CS-PF Continuously Sheathed Portal Frame 4x DF#2 Soil Passive Bearing Pressure : 200 PSF 4x DF#2 See Section R x DF#2 Soil Bearing Pressure : 1500 PSF / See APA Wall Bracing Calculations, as well as details below. Seismic Design Category : D-1 Required Bracing : 11.8' Qualified Bracing : 24.51' Wall Line : 1-2x Nails of screws per Table For all braced wall panel R for interior locations: 7" edges, 7" field. locations. 4x DF#2 4x DF#2 () See APA Wall Bracing Calculations for individual wall details. Wall Line : 1 Framing Plan 2" " Edges, " Field 1 Exterior sheathing per Table R02.() Wall Line : A Snow Load : 25 PSF GB Gypsum Board Double-Sided 8" D7 PT Wind Exposure : B See APA Wall Bracing Calculations for individual wall details. See page x Wind Speed : 15 mph Continuously Sheathed Wood Structural Panel Details Connection Criteria Fasteners Spacing PT Code : 2015 IRC Bracing Method Minimum Thickness x Design Standards (P) (F)

6 General Notes All work is to comply with the 2015 International Residential Code (IRC). 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 2015 IRC. Any written dimensions have precedence over scaled dimensions. 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 " of bearing for all beams and girders. Cover entire crawl space with 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 " clearance from the bottom of the footing. A grounding electrode system shall be installed in foundations: One #4 horizontal bar not less than " 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 " 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 A0.5. Vent Pipe A plumbing tee or other approved connection shall be inserted horizontally beneath the sheeting and connected to a - 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. *Install electrical outlet in attic at vent pipe for future fan. Framing Notes All stud spacing to be 1" o/c. Exterior wall : 2x 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 2" APA rated CDX or OSB. All panel edges shall be backed by wall stud. Nail panels with 8d nails at " 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 of the member's depth, not longer than 1 of the member's depth, and not located in the middle 1 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 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 1 gauge, 1 1 2" wide galvanized strap installed at the opening. Straps shall extend " 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. 4x8 Girder. D " T&G Plywood " T&G Plywood. D 5 HU48 Hangers connecting blocking to Girders. Figure R (1) Braced Wall Panel connection when perpendicular to floor/ceiling framing. Scale: 1"=1' Trusses Trusses Braced Wall Panel (BWP) Ceiling Braced Wall Panel (BWP) Ceiling Figure R (2) Finished Floor Attic Attic Finished Floor Full height blocking continuous along length of BWP. 8d nails at " o/c ()-1d nails at 1" o/c Addition framing member (2x4) directly above BWL. 8d nails at " o/c ()-1d nails at 1" o/c 4x8 Blocking between Girders, continuous along length of BWP. Additional 4x8 Girder (typ.) if BWL does not land on existing Girder per foundation plan. Braced Wall Panel connection when parallel to floor/ceiling framing. Scale: 1"=1' Minimum 24" corner return. Wall sheathing, min. 8" D 7 Minimum 24" corner return. (Both edges at corners) Wall sheathing, min. 8" D 8 (1)-1d nail at " o.c. required at corner connection. d Common nail: " o.c. on Edges. " o.c. on intermediate supports. 1 2 " Gypsum board as required, see table R02.(1) for fastening. Outside Corner Connection Scale: 1" = 1' Garage Corner Connection Scale: 1" = 1' Continuously Sheathed-Wood Structural Panel () Braced Wall Line (2)-1d nail at 24" o.c. required at corner connection. 1 2 " Gypsum board as required, see table R02.(1) for fastening. Fasteners on both studs at each panel edge. Continuously Sheathed-Portal Frame (CS-PF) Braced Wall Line Total Sq Ft = 1,47 Notes/Details Scale : Noted Electrical outlet Roof Flashing 2" Max. Open Upper Floor Main Floor Vent Pipe "T" Vent Pipe Continuously Sheathed- Wood Structural Panel () Braced Wall Line D Figure R (1) Solid blocking between rafters. Attached to top plates with 8d nails at " o.c. along length of braced wall panel. Braced Wall Panel connection to perpendicular rafters. Scale: 1 2"=1' Ceiling or projection. '-8" Min. Height ' Dimensions measured vertically from the sloped line adjoining the tread nosing. 10" Min. Handrails are continuous for the full length of the flight. 8" Max. Scale : 1/4"=1' Typical Stair & Handrail Detail The handrail may project a Max. of 4 1 2" into required stair width " Min. Circular handrails not less than 1 1 4" or more than 2" Ø Handrail ends return to wall or terminated in newel posts. Handrail Details Scale : 1"=1' (P) (F)