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<br /> �5052 REGISTERED
<br /> ARCHITECT
<br /> �� .
<br /> ROBERT E. WEIBLE
<br /> STATE OF WASHINGTON
<br /> P�o,ECT T'E E[�EIRGY �1oTEs L,s�' o� �IRA'welVG� °
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<br /> OwnerlDeveloper Polygon Northwest Company 1. Code: 2015 Washington State Energy Code. A1 Cover Sheet � -
<br /> 11624 SE Sth Street, Suite 200 2. Compliance: Ghapter 4-using climate zo�e catagary 5&marine 4 for ail calculations. A2 First and Second Floor Plans S�Stair Plan �
<br /> � Bellevue, WA 98005 All residential units shall comply with the Requirements By Component Tab1e 402.1.1. a
<br /> Includin but not limited to the followin A3 First and Second Floor Electrical Plans
<br /> � (425)585-'7700 g g�
<br /> Code Requirernents A4 Founda#ion Plan o a •
<br /> Architect: Milbrandt Architects,Inc.,P.S. Window U-Factor 0.30 - (0.28 used) A5 Floor Framing 8� Shearwatl Plans ''= �
<br /> 25 Central Way, Suite 210 Ceiling R-Value R-sl9 A6 Roof Plan &Roof Framing Pt�n � ,� '
<br /> Kirkland,WA 98033 Wood Frame Wall R-Value R-21 int. „
<br /> (425)454-'113Q Floor R-Value R-30 - (R 38 used) q7 Exterior Elevations, Sections, and (nterior Elevations °'
<br /> Below Grade Wall 10115/21 int.+TB A8 Detaiis .a
<br /> _ ' Structural Engineer: CT Engineering Slab R-Value&De�th R 10,Zft .�
<br /> 18Q Nickerson Street-Suite 302 "int."(intermediate framing)denotes standard framing 16"o.c.with headers a �
<br /> Seattle,Wa. 98109 insulated with a min.of R-10(see 12/D2)and corners fully insulated(see 12/D1). S1.0 Structural NoteS -a
<br /> (206)285-0618 Note to Bldg.Dept An Energy Credit Checklist was submitted with Application. S1.1 Shearwall Schedule &Details �
<br /> 3. Efficient building envelope with R-38 floors and vertical fenestration of U=.28.to o,
<br /> Civil Engineer Core Design,Inc. comply with Table 406.2,Option la. S1.2 Holdown Schedule& Details N
<br /> 14711 NE 29th Place,Suite 101 4. A hxgh efficiency gas furnace with a AFUE of 94%will be used to comply with Table S6.0 Typical Concrete Details �, L
<br /> Bellevue,WA 98007 406.�,Option 3a. ¢ .�'
<br /> (425}885-7877 5. Efficient water heating with showerheads and kitchen faucets rated<_ 1.75 gpm and S6.1 Miscellaneous Details o � .
<br /> lavatory faueets rated< 1.00 gpm to comply with Table 406.2,Option Sa. 59.0 Typical Floor Framing Details �
<br /> 6. Efficient gas water heating with a aminimum EF of Q.91 to comply with'Table 406.2,Option gg,� Typical Roof Framing Details z � .
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<br /> 6. See D1 for Energy Notes.
<br /> G������ �j�� 7• Fuel for heat and domestic hot water is Natural Gas. D1 Defails
<br /> 8. Hot water piping shall be insulated to a minimum of R-4 in both heated and unheated D2 Details -a
<br /> spaces per R403.4.2. �
<br /> 9. �'or insulation values see the Insulation Box on Sheet A2. D3 Details o �
<br /> 1. Comply with 2015 IRC and all applicable codes and ordinances of the local 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 pravided in this contract or �
<br /> by others. AII rough-ins shall be approved and f�reblocking shall be •
<br /> installed prior to framing inspection. � �
<br /> 4. Verify size and location of and provide all openings through floors and �E�TI L/�TI�.1111 �I�TES � T
<br /> walls,furring,anchors,inserts,_rough bucks and backing for surface � � �
<br /> mouzzted items. �e ,o �
<br /> 5. Provide fumng as required to conceal mechanical and electrical work in all i o
<br /> finished areas. 1. Design Criteria: 2015 International Residential Code and the 2015 Internat�onal
<br /> 6. AII swinging doors not located by dimensions on plans,interior elevations, Mechanical Code with Washington State amendments. �
<br /> or details shall be 3"from face of stud to edge o€xough openings or 2. System Type: �
<br /> center�d between room partitions as shown. Per IRC Section M15Q7-Local exhaust ventilation
<br /> 7. Plans are drawn assuming the following rough openings: Per IRC Section M15073.5-Intermittently aperated whole house ventilation systems �
<br /> Swinging dflors: Nominal size+2". integrated with forced air ventilation systems. � m
<br /> Bi-Fold doors: Naminal size+1'/z". 3, Approach: Prescriptive-per IRC Section M1507 3 =
<br /> Bi-Pass doors: Nominal size+p", 4. Specifics: See�lectrical Plans � a �
<br /> Windows: Nominal size+0", 5. Clatdoor air connection to the retum air stream shall be located upstream of the forced-air � '
<br /> . Sliding glass doors: NomirraI size+0", system blower and shall not be connected directly into a fizrnace cabinet. �
<br /> $. Fill where required with earth free from organic material. Compact fill in 6. The system will he equipped with a motorized damper connected to the automatic .
<br /> 12"layers maximum. ventilation control as specified per IRC Sectian Ml 507.3.2.
<br /> 9. "Finish Floor"refers to the top of concrete slab or top of wood floor 7. Spec�c requirements for the mechanical system,such as bi.xt not limited to the duct size are
<br /> sheathing. to be determined by the mechanical bidder/design contractor.
<br /> 10.Exter�or walls shall be 2x6 studs at 16"o.c.and interior walls shall be 2x4 � �
<br /> studs at l,6"o.c.,unless noted otherwise. N Z �
<br /> �1.Unless otherwise noted,plan dimensions are to face of studs and face of
<br /> concrete walls.
<br /> , i 2.Refer to interior elevations for cabinet and counter lengths,dimensions, D E S�G N L��►[�S
<br /> countertop materials and detail reference. Verify all existing dimensions
<br /> before installatian. -
<br /> . 13.Pravide caulking between sole plates and subfloor and between rim joists at
<br /> . both top plate and subfloor. See sheet S l A 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 /> . i6.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 ts not responsible for the failure of any � _
<br /> contractor or subcontractor to carry out the work in accordance with the L �
<br /> various contract documents and or governing jurisdiction,regardless of � � Q
<br /> what is shown on these drawings. ' � O �
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<br /> GEI�E��1L �[��O�M►�T'ION � .y � o
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<br /> Building Code: 2Q15 International Residential Code with State,E�mendments as � � W O
<br /> modified aud adapted by the local jurisdiction. s �,
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<br /> . Floor Areas: 1 st Floor Garage 43 8 SF � � �
<br /> Covered Porch 98 SF o ,� a
<br /> lst Floor Residence 832 SF �
<br /> 2nd Floor Residence 1,078 SF ¢ .
<br /> Tatal Enclosed Building Area 1,910 SF �
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<br /> Constnzction Type: V-B � "
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<br /> 0 1ob No.: 14,38
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<br /> *NOTE: 2015 IRC� � Sheet No.:
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