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g. <br />PROJECT TEAM <br />Owner/Developer <br />Polygon Northwest Company <br />1.1624 SE 5th Street, Suite 200 <br />Bellevue, WA 98005 <br />(425) 586-7700 <br />Architect: <br />Milbrandt Architects, Inc., P.S. <br />25 Central Way, Suite 210 <br />Kirkland, WA 98033 <br />(425) 454-7130 <br />Structural. Engineer: <br />CT Engineering <br />180 Nickerson Street - Suite 302 <br />Seattle, Wa. 98109 <br />(206) 285-0618 <br />Civil Engineer <br />Core Design, Inc. <br />14711 NE 29th Place, Suite 101 <br />Bellevue, WA 98007 <br />(425) 885-7877 <br />GENERAL NOTES <br />1. Comply with 2015 IRC and all applicable codes and ordinances of the local <br />jurisdiction and the State of Washington.. <br />2. Do not scale drawings. <br />3. Verify all rough -in dimensions for equipment provided in this contract or <br />by others. All rough -ins shall be approved and fireblocking shall be <br />installed prior to framing inspection. <br />4. Verify size and location of and provide all openings through floors and <br />walls, furring, anchors, inserts, rough bucks and backing for surface <br />mounted items. <br />5. Provide furring as required to conceal mechanical and electrical work in all <br />finished areas. <br />6. All swinging doors not located by dimensions on plans, interior elevations, <br />or details shall be 3" from face of stud to edge of rough openings or <br />centered between room partitions as shown. <br />7. Plans are drawn assuming the following rough openings: <br />Swinging doors: Nominal size +2". <br />Bi-Fold doors: Nominal size +l-l2". <br />Bi-Pass doors: Nominal size +0". <br />Windows: Nominal size +0". <br />Sliding glass doors: Nominal size +0". <br />8. Fill where required with earth free from organic material. Compact fill in <br />1.2" layers maximum. <br />9. "Finish Floor" refers to the top of concrete slab or top of wood floor <br />sheathing . <br />10. Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 <br />studs at 1.6" o.c., unless noted otherwise. <br />11. Unless otherwise noted, plan dimensions are to face of studs and face of <br />concrete walls. <br />12. Refer to interior elevations for cabinet and counter lengths, dimensions, <br />countertop materials and detail reference. Verify all existing dimensions <br />before installation. <br />13. Provide caulking between sole plates and subfloor and between rim joists at <br />both top plate and subfloor. <br />14. Hydrants shall be in service prior to start of framing. <br />15. Provisions shall be made for the control and drainage of surface water <br />around building. IRC Sec R401.3. <br />16. Milbrandt Architects is not responsible for construction means, methods, <br />techniques or procedures, or for the safety precautions and programs in <br />connection with the work, and is not responsible for the failure of any <br />contractor or subcontractor to carry out the work in accordance with the <br />various contract documents and or governing jurisdiction, regardless of <br />what is shown on these drawings. <br />GENERAL INFORMATION <br />Building Code: 2015 International Residential Code with State Amendments as <br />modified and adopted by the local jurisdiction. <br />Floor Areas: l st Floor Garage <br />433 SF <br />Covered Porch <br />120 SF <br />1 st Floor Residence <br />1,070 SF <br />2nd Floor Residence <br />1,472 SF <br />Total Enclosed Building Area <br />2,542 SF <br />Construction Type: V-B <br />ENERGY NOTES <br />1. Code: 2015 Washington State Energy Code. <br />2. Compliance: Chapter 4 - using climate zone catagory 5 & marine 4 for all calculations.. <br />All residential units shall comply with the Requirements By Component Table 402.1.1. <br />Including but not limited to the following: <br />Code Requirements <br />Window U-Factor 0.30 - ( 0.28 used) <br />Ceiling R-Value R-49 <br />Wood Frame Wall R-Value R-21 int. <br />Floor R-Value R-30 - (R-38 used) <br />Below Grade Wall 10/15/21 int. + TB <br />Slab R-Value & Depth R-10, 2ft <br />"int." (intermediate framing) denotes standard framing 16" o.c. with headers <br />insulated with a min. of R-10 (see 12/132) and corners fully insulated (see 12/D 1). <br />Note to Bldg. Dept. An Energy Credit Checklist was submitted with Application. <br />3. Efficient building envelope with R-38 floors and vertical fenestration of U=.28. to <br />comply with Table 406.2, Option 1 a. <br />4. A high efficiency gas furnace with a AFUE of 94% will be used to comply with Table <br />406.2, Option 3a, <br />5. Efficient water heating with showerheads and kitchen faucets rated < 1.75 gpm and <br />lavatory faucets rated _< 1.00 gpm to comply with Table 406.2, Option 5a. <br />6. Efficient gas water heating with a minimum EF of 0.91 to comply with Table 406.2, Option <br />5c. <br />6. See D 1 for Energy Notes. <br />7. Fuel for heat and domestic hot water is Natural Gas. <br />8. Hot water piping shall be insulated to a minimum of R-4 in both heated and unheated <br />spaces per R403.4.2. <br />9. For insulation values see the Insulation Box on Sheet A2. <br />10. No air conditioning will be provided. <br />VENTILATION NOTES <br />l . Design Criteria: 201.5 International Residential Code and the 2015 International <br />Mechanical Code with Washington State amendments. <br />2. System Type: <br />Per IRC Section M1507-Local exhaust ventilation <br />Per IRC Section M1507.3.5-Intermittently operated whole house ventilation systems <br />integrated with forced air ventilation systems. <br />3. Approach: Prescriptive- per IRC Section M1507 <br />4. Specifics: See Electrical Plans <br />5. Outdoor air connection to the return air stream shall be located upstream of the forced -air <br />system blower and shall not be connected directly into a furnace cabinet. <br />6. The system will be equipped with a motorized damper connected to the automatic <br />ventilation control. as specified per IRC Section. M1507.3.2. <br />7. Specific requirements for the mechanical system, such as but not limited to the duct size are <br />to be determined by the mechanical bidder/design contractor. <br />DESIGN LOADS <br />See sheet S 1.0 for Design Loads. <br />LIST OF DRAWINGS <br />Al Cover Sheet <br />A2 First and Second Floor Plans & Stair Plan <br />A3 First and Second Floor Electrical Plans <br />A4 Foundation Plan <br />A5 Floor Framing & Shearwall Plans <br />A6 Roof Plan & Roof Framing Plan <br />A7 Exterior Elevations, Sections, and Interior Elevations <br />A8 Details <br />S1.0 <br />Structural Notes <br />S1.1 <br />Shearwall Schedule & Details <br />S1.2 <br />Holdown Schedule & Details <br />S6.0 <br />Typical Concrete Details <br />S6.1 <br />Miscellaneous Details <br />S9.0 <br />Typical Floor Framing Details <br />S9.1 <br />Typical Roof Framing Details <br />D1 <br />Details <br />D2 <br />Details <br />D3 <br />Details <br />*NOTE: 2015 IRC <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. 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