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_ �. : <br /> ,� <br /> �� <br /> � ■ ■ ■ , � � <br /> � ? � r <br /> _ � � ( �' r � � � � �� <br /> � � � � � � � ����� �� � � ��� <br /> � I � ������ } ���� � ����� � � �� ��; <br /> ' 2� ������;� ��y� ��t���� <br /> ����e���r����,E����� ��c��� � <br /> ` �����"�������� � ���s����T����.� � <br /> ��� w�rw;rnt#�����t��'€h,���rt ; <br /> � � ;;, s:::: _.}>. . : :- <br /> �5052 REGISTERED <br /> 1 ARCHITECT ' <br /> � <br /> ROBEE�I �. WEIBLF <br /> STATE OF WASHINGTON <br /> t�- <br /> RO E T TEA ENERGY NOT'ES LIST O� RAWINGS ��� ' � <br /> 1 � <br /> � <br /> � <br /> Owner/Developer Polygon Northwest Company 1. Code: 2015 Washin�ton State Energy Code. A1 Cover Sheet �, <br /> 11624 SE Sth Street, Suite 200 2. Compliance: Chapter 4- using climate zone catagory 5 &marine 4 for all calculations, A2 First and Second Floor Plans & Stair Plan <br /> Bellevue, WA 98005 All residential units shall coinply with the Requirements By Component Table 402.1.1. `x <br /> A3 First and Second Floor Electrical Plans <br /> (425) 586�7700 Including but not limi�ted to the following: t.; <br /> Code Requirements A4 Foundation Plan O � <br /> Architect: Milbrandt Architects,Inc.,P.S. Window U-Factor 030 - (0.28 usedj A5 Floor Framing & Shearwall Plans �� z <br /> 25 Central Way,Suite 210 Ceiling R.-Value R-49 qg Roof Plan & Roof Framing Plan � ,� <br /> Kirkland,WA 98033 Wood Frame Wall R-Value R-21 int. ; <br /> (425)454-7130 Floor R-Value R-30 - (R-38 used) q7 Ex terior E leva tions, Sec tions, an d fn terior E leva tions � <br /> Belo�v Grade�Wall 10/15/21 int +TB A8 Details �c <br /> Struch�ral Engineer: CT Engineering Slab R-Value & Depth R-10, 2ft -� <br /> 180 N�ickerson Street- Suite 302 "int" (intermediate framing)denotes standard framing 16" o.c. with headers � <br /> Seattle, Wa. 98109 ins«lated with a min. of R-10 (see 12/D2)and corners f��lly insulated (see 12/D 1). S1.0 Structural Notes � <br /> (206)285-0618 Note to Bldg.Dept. An Energy Credit Checklist was submitted�vith Application. S1.1 Shearwall Schedule & Details � <br /> 3. Efficient b«ilding envelope with R-38 floors and vertical fenestration of U=.28. to S1.2 Holdown Schedule & Details � <br /> Civil Engineer Core Design,Inc. comply with Table 406.2, Option 1 a. ����-T � <br /> 1471.1 NE 29th Place,Suite 10 L 4. A high e�ciency �as furnace with a A,FUE of 94% will be used to co�nply with Table S6.0 Typical Concrete Details � � <br /> Bellev��e, WA 98007 4062, Option 3a, S6.1 Miscellaneous Details o '�, <br /> (425) 885-7877 5. EE�ficient water heating with showerheads and kitchen faucets rated< 1.75 gpm and S9 0 Typical Floor Framing Details � <br /> lavatory faucets rated< L.00 gpm to comply with Table 406.2, Option Sa. �`' <br /> 6. Efficient gas water heating with a minimum EF of 091 to comply wvith Table 406.2, Option S9.1 Typical Roof Framing Details � + � z Q <br /> Sc. - <br /> 6. See D 1 for Energy Notes. <br /> 7. Fuel for heat and domestic hot tivater is Natural Gas. D1 Details <br /> G E N E R A L N O T E S g. �iot water piping shall be insulated to a �niniinum of R-4 in both heated and unheated D2 Details -a <br /> spaces per R403.4.2. D3 Details o � <br /> 9. �'or insulation values see the Insulation Bozc on Sheet A2. � � <br /> 1. Comply with 2015 IRC and all applicable cod�es and ordinances of the local 10. No air conditioning will be provided. o cfl <br /> jurisdiction and the State of Washington. � <br /> 2. Do not scale drawings. <br /> 3. Verity all roughtin dimensions for eq4�ipment provided in this contract or � <br /> by others. All rough-ins shall be approved and fireblocking shall be � <br /> installed prior to framing iilspection. <br /> 4. Verify size and location of and provide all openings through floors and `n <br /> walls, f'urring,anchors, inserts,rough bucks and backing f'or surface ������,,,/����� ����5 � � ri <br /> mounted items. � o S <br /> 5. Provide furring as required to conceal mechanical and electrical work in all o <br /> �nished areas. l. Design Criteria: 2015 International Residential Code and the 2015 International � <br /> 6. All swinging doors not located by dimensions on plans, interior elevations, Mechanical Code with Washington State amendments. <br /> or details shall be 3" from f�ice of stud to edge of rough openings or 2, System Type: � <br /> centered bet�veen room partitions as shown. Per IRC Section M1507-Local exhaust ventilation � <br /> � � 7. Plans are drawn assuming the following rough openings: Per IRC Section Ml 5073.S�Intermittently operated whole house ventilation systems <br /> Swinging doors: Nominal size+2". integrated kvith forr,ed air ventilation systems. \ m <br /> Bi-Fold doors: Nominal size-�-l-i/z". 3. Approach: Prescriptive-per I:RC Section M1507 / � � <br /> Bi-Pass doors: Nominal size+0 . 4. Specitics: See Electrical Plans � � <br /> Windocvs: Nominal size�+0". 5. Outdoor air connection to the return air stream shall be located upstream ofthe forced-air � <br /> Sliding glass doors: Nominal size+0". system blower and shall not be connected directly into a furnace cabinet. r � <br /> � � 8. Fill where required with earth fi•ee froin organic material. Compact fill in 6. The system will be equipped with a motorized damper connected to the automatic �� <br /> 12"� layers maximum. ventilation control as specified per IRC Section M15073.2. � <br /> 9. "Finish Floor" refers to the top of concrete slab or top of wood floor 7�. Specific requ4rernents for fhe mechanical system,such as but not Limited to the duct size are <br /> sheathing , to be determined by the mechanical bidder/design contractor. <br /> 10.Exterior walls shall be 2x6 studs at 16" o.c. and interior�valls shall be 2x4 �; � <br /> sh�ds at 16" o.c.,l�nless noted otherwise. g Z <br /> 1 l. Unless otherwise nofed, 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, ����� L�� � <br /> countertop materials and detail reference. Verify all ezcisting dimensions <br /> before installation. <br /> 1�.Provide caulking�bet�veen sole plates and subfloor and between,rim joists at � <br /> both top plate and subfloor. See sheet S 1.0 for Design Loads. <br />� � 14.Hydrants shall be in service prior to start of framing. <br /> � I 5.Provisions shall be made for the control and drainage of surface water <br /> around building. IRC Sec R401.3. <br /> 16.Milbrandf Architects is not responsible for construction means,methods, � <br /> techniques or procedures, or t�r the safety precautions and programs in <br /> connection with the work,and is�not responsible for the failure o f any � � <br /> contractor or subcontractor to carry out the work in accordance with fhe � � <br /> various contract documents and or governing jurisdiction, regardless of � � � <br /> what is shown on these drawings. <br /> � <br /> 1 ' � o <br /> � , � U <br /> � � N <br /> � � � � <br /> � � � <br /> GEli�ERAL IN�OR ATION .N � o <br /> � � L z <br /> � � � <br /> Building Code: 2015 International IZesidential Code wit�i State Amendments as � � 0 <br /> modified and adopted by the local jurisdiction. .� W � <br /> � � � <br /> Floor Areas: 1 st Floor Garage 433 SF � � 0 <br /> Covered Porch 120 SF � .� Q„ <br /> 1 st Floor Residence 1,070 SF Q � <br /> 2nd Floor Residence 1,472 Sf�' <br /> �- <br /> Total��closed Building�xea 2,542 SI� �' <br /> 0 <br /> U <br /> Construction Type: V-B o <br /> � <br /> � <br /> 0 <br /> � <br /> n - <br /> 0 1ob No.: 14-38 � <br /> � <br /> *NOTE: 2015 IRC � Sheet No.: <br /> 0 <br /> � <br /> � <br /> -- - - - - <br /> - - -- -- - - <br /> _ ---- ---__ <br /> ._ --- - -- _ . - -- - _ _ -- - -- - --� - - - <br />