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Permit #- RRIS02-005
<br />Site Address:
<br />"THE C.O.E. HAS NOT REVIEWED THESE
<br />PLANS FOR COMPLIANCE WITH RCW C4.55"
<br />PROPANE TANKS, HEAT PUMPS AND
<br />OTHER EQUIPMENT OR APPURTENANCES
<br />MAY NOT BE LOCATED IN THE FRONT
<br />AND SIDE SETBACKS. PROPANE TANKS
<br />REQUIRE ADDITIONAL PERMITS ISSUED
<br />BY THE EVERETT FIRE DEPARTMENT
<br />PRIOR TO INSTALLATION.
<br />SPRINKLER VALVES AND COMPONENTS
<br />MUST BE MAINTAINED AT 40OF
<br />MINIMUM TEMPERATURE PER NFPA 13
<br />A Benchmark Is Required On l
<br />'I`o Verify AppYov-ld Building Heigsit
<br />CONCRETE -ENCASED ELECTRODE
<br />(U1=ER GROUND) REQUIRED
<br />PER NEC 250.50
<br />(INSPECTED AT FOOTINGS)
<br />Additional Permits Are Required
<br />For This Project To Include:
<br />El Plumbing ❑ Sprinkler
<br />El Mechanical ❑Fire Alarm
<br />Electrical
<br />Owner: POLY
<br />Tenant: [Tent
<br />App. Date: 2/10,
<br />z
<br />Proposed Use: SFR
<br />Description: SFR I
<br />.e;
<br />1%1F
<br />Polygo
<br />aa'r+ h `.' ^yam 3 33i"31
<br />It Is owners responsibility_ to establish and stake RD
<br />property lines,
<br />PROJECT TEAM
<br />Owner/Developer
<br />Polygon Northwest Company
<br />11624 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 />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 +1-'/2".
<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 />12" 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 16" o.c., unless noted otherwise.
<br />1.1. 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 />IF BUILDING IS NOT POSITIONED AS various contract documents and or governing jurisdiction, regardless of
<br />INDICATED ON APPROVED SITE PLAN, what is shown on these drawings.
<br />A NEW SITE PLAN SHALL BE SUBMIT-
<br />TED. NO FURTHER INSPECTIONS WILL
<br />BE MADE ON THIS PROJECT UNTIL THE
<br />REVISED SITE PLAN HAS BEEN APPROV-
<br />ED BY THE BUILDINGIPUBLIC WORKS
<br />DEPTS.
<br />.e ..:,i l ;'.., ' .. _ + ... r. ' .':�,... Y ' +-`x az ■. '� �. irk
<br />GRADING AND DRAINAGE .
<br />L Provisions shall be made for the control and drainage of surface Building Code:
<br />GENERAL INFORMATION
<br />wa t er around buildings by: gutters, dram lines, inlets and catch
<br />basins or other necessary drainage structures and shall be installed
<br />where storm water disposal cannot be obtained without their use or Floor Areas:
<br />where erosion cannot be prevented by finish grading and planting.
<br />Dry wells shall not be installed in areas where the soil is not well
<br />drained andlor porous.
<br />2. Grading shall be provided to insure: Construction Type:
<br />(a) Diversion of water away from buildings.
<br />(b) Prevention of standing water and soil saturation detrimental
<br />to structures and lot use.
<br />(c) That natural drainage channels or basin's are not blocked or
<br />filled.
<br />(d) Provisions for the disposal of water from a lot.
<br />(e) Protection of adjoining property.
<br />2015 International Residential Code with State Amendments as
<br />modified and adopted by the local jurisdiction.
<br />1 st Floor Garage
<br />443 SF
<br />Covered Porch
<br />62 SF
<br />1st Floor Residence
<br />855 SF
<br />2nd Floor Residence
<br />1 J 15 SF
<br />Total Enclosed Building Area
<br />1,970 SF
<br />M
<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-1.0, 2ft
<br />"int." (intermediate framing) denotes standard framing 16" o.c. with headers
<br />insulated with a min. of R-10 (see 12/D2) 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 la.
<br />4. A high efficiency gas furnace with a AFUE of 94% will be used to comply with Table
<br />406.2, Option 3 a.
<br />5. Efficient water heating with showerheads and kitchen faucets rated < 1.75 gpm and
<br />lavatory faucets rated _S 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 />1. Design Criteria: 2015 International Residential Code and the 2015 International
<br />Mechanical Code with Washington State amendments.
<br />2. System Type:
<br />Per IRC Section M 1507-Local exhaust ventilation
<br />Per IRC Section. M 15 07.3.5-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 />A6 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 Details
<br />D2 Details
<br />D3 Details
<br />Reviewed By:_
<br />Cffice Set
<br />*NOTE: 2015 IRC
<br />GON WLH LLC
<br />Vamej
<br />12015
<br />3ASIC/2015 IRC- PLAN #3015 B, C
<br /><� Date:
<br />Jcb Site Set Pire/Planning Set
<br />5052 REGISTERED
<br />ARCHITECT
<br />ROBERT E. WEIBLE
<br />STATE OF WASHINGTON
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