4311 30TH DR SE 2018 Plans 2025-08-29

Permit #: RB1502-006 Site Address: U a "THE C.Q.E. HAS NOT BEVIE�IED THESE PLANOS FOR COMPLIAAXE WITH (,CVO 0111Y.55" SPRINKLER VALVES AND COMPONENTS MUST BE MAINTAINED AT 40OF MINIMUM TEMPERATURE PER NFPA 13 A Benchlrlark Is Required On Sits To 'Verify Appro'vr.1-d .Building ,f rj C PE �,-ijojCASED ELECT RODE (UFER ROUND) REQUIRED PER NEC 2 0.50 (INSPECTED AT FOOTINGS) PROPANE TANKS, HEAT PUMPS AND OTHER EQUIPMENT OR APPURTENANCES MAY NOT BE LOCATED IN THE FRONT Additional Permits Are Required AND SIDE SETBACKS. PROPANE TANKS For This Project To Include: REQUIRE ADDITIONAL PERMITS ISSUED BY THE EVERETT FIRE DEPARTMENT Plumbing ❑ Sprinkler PRIOR TO INSTALLATION. E:1 Mechanical ❑ Fire Alarm El Electrical It is owners responsibility to eatablisb xW gWW AU property lines, ort AD-st Plygon 0 h w�� toompnn,&Aw PROJECT TEAM Owner/Developer Polygon Northwest Company 11624 SE 5th Street, Suite 200 :Bellevue, WA 98005 (425) 586-7700 Architect: Milbrandt Architects, Inc., P.S. 25 Central Way, Suite 210 Kirkland, WA 98033 (425) 454-71.30 Structural Engineer: CT Engineering 180 Nickerson Street - Suite 302 Seattle, Wa. 98109 (206) 285-0618 Civil Engineer Core Design, Inc. 14711 NE 29th Place, Suite 101 Bellevue, WA 98007 (425) 885-7877 GENERAL NOTES 1. Comply with 2015 IRC and all applicable codes and ordinances of the local. jurisdiction and the State of Washington. 2. Do not scale drawings. 3. Verify all rough -in dimensions for equipment provided in this contract or by others. All rough -ins shall be approved and fireblocking shall be installed prior to framing inspection. 4, Verify size and location of and provide all openings through floors and walls, furring, anchors, inserts, rough bucks and backing for surface mounted items. 5. Provide furring as required to conceal mechanical and electrical work in all finished areas. 6. All swinging doors not located by dimensions on plans, interior elevations, or details shall be 3" from face of stud to edge of rough openings or centered between room partitions as shown. 7. Plans are .drawn assuming the following rough openings: Swinging doors: Nominal size +2". Bi-Fold doors: Nominal size +1-1/2" Bi-Pass doors: Nominal size +0". Windows: Nominal size +0". Sliding glass doors: Nominal size +0". 8. Fill where required with earth free from organic material. Compact fill in 12" layers maximum. 9. "Finish Floor" refers to the top of concrete slab or top of wood floor sheathing . 10. Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 studs at 16" o.c., unless noted otherwise. 11. Unless otherwise noted, plan dimensions are to face of studs and face of concrete walls. 12. Refer to interior elevations for cabinet and counter lengths, dimensions, countertop materials and detail reference. Verify all existing dimensions before installation. 13. Provide caulking between sole plates and subfloor and between rim joists at both top plate and subfloor. 14. Hydrants shall be in service prior to start of framing. 15. Provisions shall be made for the control and drainage of surface water around building. IRC Sec R441.3. 16. Milbrandt Architects is not responsible for construction means, methods, techniques or procedures, or for the safety precautions and programs in connection with the work, and is not responsible for the failure of any contractor or subcontractor to carry out the work in accordance with the various contract documents and or governing jurisdiction regardless of x IF BUILDING IS NOT POSITIONED ASS what is shown on these drawings. INDICATED ON APPROVED SITE PLAN. A NEW SITE PLAN SHALL BE SUBMIT- TED. NO FURTHER INSPECTIONS L ILL Roof trusses to be designed THE BE MADE ON THIS PROJECT UNTI and drawing prepared by REVISED SITE PLAN HAS BEEN APPROV- a State licensed structural ED BY THE BUILDINGIPUBLIC WORKS engineer. DEPTS. GENERAL INFORMATION ` GRADING AND DRAINAGE Provisians shaft be made for the control and drainage of surface Building Code: 2015 International Residential Code with State Amendments as water around buildings by: gutters, drain lines, ir.l-ts ai' d catch modified and adopted by the local jurisdiction. basins or other necessary drainage structures and shall be installed Floor Areas: 1st Floor Garage 433 SF where storm water disposal cannot be obtained without their use or Covered Porch 120 SF where erosion cannot be prevented by finish grading and planting. 1st Floor Residence 1,070 SF Dry wells shall not be installed in areas where the soil is not well 2nd Floor Residence I,472 SF Total Enclosed Building Area 2,542 SF drained andJor porous. Construction Type: V-B 2„ Grad-ing shall be provided to insure: (a) Diversion of water away from buildings. (b) Prevention of standing water and soil saturation detrimental to structures and lot use. (c) That natural drainage channels or basins are not blocked or filled. (d) Provisions for the disposal of water from a lot. te) Protection of adjoining property, ENERGY NOTES 1. Code: 2015 Washington State Energy Code. 2. Compliance: Chapter 4 using climate zone catagory 5 & marine 4 for all. calculations. All residential units shall comply with the Requirements By Component Table 402.1.1. Including but not limited to the following: Code Requirements Window U-Factor 0.30 - ( 0.28 used) Ceiling R-Value R-49 Wood Frame Wall R-Value R-21 int. Floor R-Value R-30 - (R-38 used) Below Grade Wall 10/15/21 int. + TB Slab R-Value & Depth R-10, 2ft "int." (intermediate framing) denotes standard framing 16" o.c. with headers insulated with a min. of R-10 (see 12/132) and corners fully insulated (see 12/1) 1). Note to Bldg. Dept. An Energy Credit Checklist was submitted with Application. 3. Efficient building envelope with R-38 floors and vertical fenestration of U=.28. to comply with Table 406.2, Option 1a. 4. A high efficiency gas furnace with a AFUE of 94% will be used to comply with Table 406.2, Option 3a. 5. Efficient water heating with showerheads and kitchen faucets rated < 1.75 gpm and lavatory faucets rated :5 1.00 gpm to comply with Table 406.2, Option 5a. 6. Efficient gas water heating with a minimum EF of 0.91 to comply with Table 406.2, Option 5c. 6. See D 1 for Energy Notes. 7. Fuel for heat and domestic hot water is Natural Gas. 8. Hot water piping shall be insulated to a minimum of R-4 in both heated and unheated spaces per R403.4.2. 9. For insulation values see the Insulation Box on Sheet A2. 10. No air conditioning will be provided; VENTILATION NOTES 1. Design Criteria: 2015 International Residential Code and the 2015 International Mechanical Code with Washington State amendments. 2. System Type: Per IRC Section M1507-Local exhaust ventilation Per IRC Section M1507.3.5-Intermittently operated whole house ventilation systems integrated with forced air ventilation systems. 3. Approach: Prescriptive- per IRC Section M1507 4. Specifics: See Electrical Plans 5. Outdoor air connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet. 6. The system will be equipped with a motorized damper connected to the automatic ventilation control as specified per IRC Section M1507.3.2. 7. Specific requirements for the mechanical system, such as but not limited to the duct size are to be determined by the mechanical bidder/design contractor. DESIGN LOADS See sheet S 1.0 for Design Loads. LIST OF DRAWINGS Al Cover Sheet A2 First and Second Floor Plans & Stair Plan A3 First and Second Floor Electrical Plans A4 Foundation Plan A5 Floor Framing & Shearwall Plans A6 Roof Plan & Roof Framing Plan A7 Exterior Elevations, Sections, and Interior Elevations A8 Details S1.0 Structural Notes S1.1 Shearwall Schedule & Details S1.2 Holdown Schedule & Details S6.0 Typical Concrete Details S6.1 Miscellaneous Details S9_0 Typical Floor Framing Details S9.1 Typical Roof Framing Details D1 = Details.:.. __ D2 Details D3 Details *NOTE: 2015 IRC ) LYGO N W LH LLC anNamel 10/2015 R R BASIC/2015 IRC - PLAN #3580 ABC ;5 r Date: _Jcb Site Set Fire/Planning Set 5052 REGISTERED ARCHITECT ROBERT E. WEIBLE STATE OF WASHINGTON -6 tA L H a 4 Q- '� z �G N V a o 0 WNW L`.. a H Z rn O � CL 1 0 > � V 00 L0 rML Z M > W O Job No.: 14-38 Sheet No.: