Laserfiche WebLink
�... <br />F=M1=1 <br />V <br />lm�j <br />Im <br />«. <br />= <br />ort <br />W <br />o, es Lo o m <br />lygo <br />PROJECT TEAM <br />ENERGY NOTES <br />LIST OF DRAWINGS <br />Owner/Developer Polygon Northwest Company <br />1. <br />Code: 2015 Washington State Energy Code. <br />Al Cover Sheet <br />11624 SE 5th Street, Suite 200 <br />2. <br />Compliance: Chapter 4 - using climate zone catagory 5 & marine 4 for all calculations. <br />A2 First and Second Floor Plans & Stair Plan <br />Bellevue, WA 98005 <br />All residential units shall comply with the Requirements By Component Table 402.1.1. <br />A3 First and Second Floor Electrical Plans <br />(425) 586-7700 <br />Including but not limited to the following: <br />Code Requirements <br />A4 Foundation Plan <br />Architect: Milbrandt Architects, Inc., P.S. <br />Window U-Factor 0.30 - ( 0.28 used) <br />A5 Floor Framing & Shearwall Plans <br />25 Central Way, Suite 210 <br />Ceiling R-Value R-49 <br />A6 Roof Plan & Roof Framing Plan <br />Kirkland, WA 98033 <br />Wood Frame Wall R-Value R-21 int. <br />(425) 454-7130 <br />Floor R-Value R-30 - (R-38 used) <br />A7 Exterior Elevations, Sections, and Interior Elevations <br />Below Grade Wall 10/15/21 int. + TB <br />A8 Details <br />Structural Engineer: CT Engineering <br />Slab R-Value & Depth R-10, 2ft <br />180 Nickerson Street - Suite 302 <br />"int." (intermediate framing) denotes standard framing 16" o.c. with headers <br />Seattle, Wa. 98109 <br />insulated with a min. of R-10 (see 12/D2) and corners fully insulated (see 12/Dl). <br />S1.0 Structural Notes <br />(206) 285-0618 <br />Note to Bldg. Dept. An Energy Credit Checklist was submitted with Application. <br />S1.1 Shearwall Schedule & Details <br />3. <br />Efficient building envelope with R-38 floors and vertical fenestration of U=.28. to <br />S1.2 Holdown Schedule & Details <br />Civil Engineer Core Design, Inc. <br />comply with Table 406.2, Option la. <br />14711 NE 29th Place, Suite 101 <br />4. <br />A high efficiency gas furnace with a AFUE of 94% will be used to comply with. Table <br />S6.0 Typical Concrete Details <br />Bellevue, WA 98007 <br />406.2, Option 3a. <br />S6.1 Miscellaneous Details <br />(425) 885-7877 <br />5. <br />Efficient water heating with showerheads and kitchen faucets rated:5 1.75 gpm and <br />S9 0 Typical Floor Framing Details <br />lavatory faucets rated:5 1.00 gpm to comply with Table 406.2, Option 5a. <br />6. <br />Efficient gas water heating with a minimum EF of 0.91 to comply with Table 406.2, Option <br />S9.1 Typical Roof Framing Details <br />5c. <br />6. <br />See D 1 for Energy Notes. <br />GENERAL NOTES <br />7. <br />8. <br />Fuel for heat and domestic hot water is Natural Gas. <br />Hot water piping shall be insulated to a minimum of R-4 in both heated and unheated <br />D1 Details <br />D2 Details <br />spaces per R403.4.2. <br />D3 Details <br />9. <br />For insulation values see the Insulation Box on Sheet A2. <br />1. Comply with 2015 IRC and all applicable codes and ordinances of the local <br />10. No air conditioning will be provided. <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 />VENTILATION NOTES <br />mounted items. <br />5. Provide furring as required to conceal mechanical and electrical work in all <br />finished areas. <br />1. <br />Design Criteria: 2015 International Residential Code and the 2015 International <br />6. All swinging doors not located by dimensions on plans, interior elevations, <br />Mechanical Code with Washington State amendments. <br />or details shall be 3" from face of stud to edge of rough openings or <br />2. <br />System Type: <br />centered between room partitions as shown. <br />Per IRC Section M1507-Local exhaust ventilation <br />7. Plans are drawn assuming the following rough openings: <br />Per IRC Section MI507.3.5-Intermittently operated whole house ventilation systems <br />' Swinging doors: Nominal size +2 . <br />g g '� <br />integrated with forced air ventilation systems. <br />Bi-Fold doors: Nominal size +1-V2". <br />3. <br />Approach: Prescriptive- per IRC Section M1507 <br />Bi-Pass doors: Nominal size +0". <br />4. <br />Specifies: See Electrical Plans <br />Windows: Nominal size +0". <br />5. <br />Outdoor air connection to the return air stream shall be located upstream of the forced -air <br />Sliding glass doors: Nominal size +0". <br />system blower and shall not be connected directly into a furnace cabinet. <br />8. Fill where required with earth free from organic material. Compact fill in <br />6. <br />The system will be equipped with a motorized damper connected to the automatic <br />12" layers maximum. <br />ventilation control as specified per IRC Section M1507.3.2. <br />9. "Finish Floor" refers to the top of concrete slab or top of wood floor <br />7. <br />Specific requirements for the mechanical system, such as but not limited to the duct size are <br />sheathing . <br />to be determined by the mechanical bidder/design contractor. <br />10. Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 <br />studs at 16" 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 />DESIGN LOADS <br />before installation. <br />13. Provide caulking between sole plates and subfloor and between rim joists at <br />both top plate and subfloor. <br />See sheet S 1.0 for Design Loads. <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: 1 st Floor Garage <br />443 SF <br />Covered Porch <br />62 SF <br />lst Floor Residence <br />855 SF <br />2nd Floor Residence <br />1,115 SF <br />Total Enclosed Building Area <br />1,970 SF <br />Construction Type: V-B <br />5%52 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />L <br />L <br />0 <br />'> <br />z <br />CLIZ <br />N <br />V <br />L <br />Q <br />a <br />0 <br />a <br />� <br />�L <br />0 <br />0 <br />V <br />�o <br />z <br />o <br />co <br />o0 <br />c <br />0 <br />� <br />o <br />o <br />r <br />r <br />M <br />CO <br />0 <br />L <br />0 <br />3 <br />0 <br />= <br />U <br />�: <br />p- <br />Z <br />0 <br />UL <br />t <br />M <br />a <br />L0 <br />Qi <br />C <br />0 <br />0 <br />E <br />8 <br />0 <br />0> <br />N <br />� <br />s <br />� <br />� <br />z <br />® <br />S <br />W <br />a°� <br />CL <br />�+ <br />..� <br />0 <br />0. <br />of lob No.: 14-38 <br />*NOTE: 2015 IRC <br />Lo1 Sheet No.: <br />