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2011, 05-26 Permit App: 10003422 ResidenceProject Number: 10003422 Inv: I Application Date: 10/20/2010 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: W.s Permit Use: SFR W/ATT GAR Contact: MATTESON CONSTRUCTION Address: PO BOX 1060 C - S - Z: OTIS ORCHARDS WA 99027 Setbacks: Front Left: Right: Rear: Phone: (509) 723-8873 Group Name: Site Information: Project Name: Plat Key: Name: Range District: East Parcel Number: 55074.3906 Block: SiteAddress: 18113 E MICHIELLI AVE Lot: Owner: Name: PAKIBA LLC Address: 712 S MOEN ST Location:: CSV GREENACRES, WA 99016 Zoning: R-4 SF Res Urban District Water District: 134 CONSOLIDATED ID #19 Area: 7,301 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Hold: ❑ Depth: 0 Right Of Way (ft): 0 .Review Information: . 1 9' , - , Review Building Plan Review Originally Released Landuse/Zoning/HE Conditions Released By: 10/19/2010 By: tmelbourn Released By: Originally Released: 10/20/2010 By: tschmidt Driveway/Approach ' Released By: NOT REQUIRED AT THIS TIME Originally Released: 10/19/2010 By: TMELBOU Sewer Review Released By: Originally Released: 10/18/2010 By: jdavis Operator: JD Printed By: jmm Print Date: 10/20/2010 Project Number: 10003422 Inv: 1 Application Date: 10/20/2010 Page 2 of 3 Permits: THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: MATTESON CONSTRUCTION Firm: MATTESON CONSTRUCTION Address: PO BOX 1060 Phone: (509) 723-8873 OTIS ORCHARDS WA 99027 Description Grp Type 1&2 FAMILY R-3 VB COV DECK R-3 VB GAR WOOD U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBCC SURCHARGE SF PLNS RVW < 7999 SQ FT This Application: Notes Sg Ft Valuation 1,572 $155,549.40 88 $1,320.00 733 $13,927.00 Totals: 2,393 $170,796.40 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Contractor: MATTESON CONSTRUCTION Address: PO BOX 1060 OTIS ORCHARDS WA 99027 Item Description DUCT WORK SYSTEM GAS WATER HEATER GAS APPLIANCE<=I00,000BTU GAS PIPING VENTILATING FANS i DUCT Total Project: Sq Ft Valuation 1,572 $155,549.40 88 $1,320.00 733 $13,927.00 2,393 $170,796.40 Fee Amount $1,391.35 $4.50 $556.54 Permit Total Fees: $1,952.39 Mechanical Permit Firm: MATTESON CONSTRUCTION Phone: (509) 723-8873 Units Unit Desc Fee Amount 1 NUMBER OF $11.00 1 NUMBER OF $11.00 1 NUMBER OF $13.00 2 # OF UNITS $2.00 4 NUMBER OF $44.00 Contractor: MATTESON CONSTRUCTION Address: PO BOX 1060 OTIS ORCHARDS WA 99027 Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER Operator: JD Permit Total Fees: $81.00 Plumbing Permit Firm: MATTESON CONSTRUCTION Phone: (509)723-8873 Units Unit Desc Fee Amount 2 NUMBER OF $12.00 4 NUMBER OF $24.00 2 NUMBER OF $12.00 1 NUMBER OF $6.00 1 NUMBER OF $6.00 1 NUMBER OF $6.00 Permit Total Fees: $66.00 Printed By: jmm Print Date: 10/20/2010 Project Number: 10003422 Inv: 1 Application Date: 10/20/2010 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Notes: Payment Summary Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,952.39 $1,952.39 $556.54 $1,395.85 Mechanical Permit $81.00 $81.00 $0.00 $81.00 Plumbing Permit $66.00 $66.00 $0.00 $66.00 $2,099.39 $2,099.39 $556.54 $1,542.85 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: jmm Print Date: 10/20/2010 Sm of 11703E � Sprague Ave, Suite B-3 PERMIT NUMBER: jZ6- pokane Spokane Valley, WA 99206 PERMIT FEE: jValley (509)688-0036 FAX: (509)688-0037 www.spokanevalley.og Community Development Residential Construction VNew Construction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS: iv W� 6 !�d1!�—A k ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Name: _Ppk_4A Address: City: State:L._A Zip: gV Phone: r Fax: So Contact Person Name: Phone: — Describe the scope of work in detail: Proposed Use: Contractor: DIME IONS: Name:ryXATM_5- --� Address: City: S State:/� Zip: Z �T< Phone: _ _ Fax: Contractor LiCNo: Exp Date: FTG: /_"S_7'2_3 City Business Lic. No: AREA - Cost of Project: $ nl::� 0��`-0 „_% **************The following MUST be complete: write N/A if nota licable)********************** HEIGHT TO. PEAK: DIME IONS: # OF STORIES: TOTAL HABITABLE SPACE: lk 1 J's- -7 L MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: /_"S_7'2_3 ' � AREA - FINISHED BASEMENT GARAGE SQ. FTG: DECK/ OV PATIO SQ. FTG: r 30% SLOPES ON SQ. FTG: N l� PROPERTY: 1/T^ # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SbtiRCE: SEWER OR SEPTIC? > The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordin nces. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application ca p essed. SIGNATURE: DATE: Method of Payment: ❑ Cash ❑ Check Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Mastercard ® VISA Expires: VIN#: RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions o Direction arrow pointing North and orientation to streets o Proposed/existing buildings (footprint and dimensions) o Utilities, septic tank/drain field locations and distances o Setbacks to property lines o Distance between buildings ❑ Right of way/easement location & sizes o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) O Elevations (Front/Rear/Sides) with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations o Perimeter concrete foundation wall sizes o Crawlspace ventilation o Supporting wood cripple walls or beams o Thickened concrete pads supporting beams or girder trusses O Floor Plan of each level (finished or unfinished) with dimensions: o Floor Joist direction, size and spacing o Header, beam or concrete lintel sizes o Brace wall panel locations o Water heater and furnace locations o Exhaust fan locations o Deck or concrete patio sizes and locations ❑ Roof Plan: o Engineered truss direction and spacing o Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof o Slope/ roofing material/ underlayment/ ice dam protection o Sheathing size and type Ceiling o Joist size and spacing Wall o Height/ top plate/ stud size and spacing/ sole plate o Exterior sheathing size and type Floor o Joist size and spacing Foundation Wall o Concrete or Masonry unit width o Earth to wood separation distance Footing o Size Radon o Passive system with 6mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing O Stairway tread rise & run and nosing o Window and door location and sizes o Window well locations if applicable o Room usage labels o Smoke detector locations o Attic and crawl space access locations o Fire Wall construction o Ridge, eave and valley lines o Beam and girder size and location o Truss or rafter size, spacing & connection o Attic insulation/ air space baffle/ ventilation o Size of ceiling gypsum wall board o Siding/ exterior house wrap/ anchor bolts o Insulation, vapor barrier, gypsum wall board o Sheathing or concrete floor size/ insulation o Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any o Reinforcement if any o Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations O Handrail / Guard height & spacing rcnnir t,curcr Sokane 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: P Spokane Valley, WA 99206 valley' (509)688-0036 FAX: (509)688-0037 PERMIT FEE: Community Development permitcenterPspokanevalley.orQ Mechanical Permit Application ❑ Commercial Residential SffE ADDRESS:- LG E ► "`lG ��`-'` / Building Owner Name: Phone: _L 0C> Fax: Address:!;D City:,gxU State: , A Zip: Contractor VW Name: M:T A���.,J Phone: 'L Fax: Address: ►��� X City: S(Z,,)t1-AtZ LXALLt, 1 State: LA Zip. 2-.7 License No: City Business Lic: Contact/Project Manager: Name: C?SWp6tz Phone: 25>11-4\V75 EXPIRES: VIN: ❑CASH El CHECK VISA ❑ MC L2✓r� — CARD #: SIGNATURE http://www.spokanevalley.orgluploads/Community Development/Documents/Forms/Building/MechanicalPermitApplicationO4O3O9.doc #U N ITS FURNACES & SUSPENDED HEATERS -INSTALLATION OR RELOCATION Up to & including 100,000 BTU FURNACES & SUSPENDED HEATERS -INSTALLATION OR RELOCATION Over 100,000 BTU DUCT WORK SYSTEM HEAT PUMP/AIR CONDITIONER 0-3 TON AIR CONDITIONER Over 3-15 TON AIR CONDITIONER Over 15-30 TON AIR CONDITIONER Over 30-50 TON AIR CONDITIONER Over 50 TON GAS WATER HEATER GAS PIPING SYSTEM each outlet GAS LOG, FIREPLACE, & GAS INSERT APPLIANCE VENTS INSTALLATION, RELOCATION, REPLACEMENT REPAIRS OR ADDITIONS BOILER, COMPRESSORS, ABSORPTIONS SYSTEM 0 to 3 h 100,000 BTU or less BOILER, COMPRESSORS, ABSORPTIONS SYSTEM Over 3 - 15 h — 100,001 to 500,000 BTU BOILER, COMPRESSORS, ABSORPTIONS SYSTEM Over 15 — 30 h - 500,001 to 1,000,000 BTU BOILER, COMPRESSORS, ABSORPTIONS SYSTEM Over 30 h —1,000,001 to 1,750,000 BTU BOILER, COMPRESSORS, ABSORPTIONS SYSTEM Over 50 h — over 1,750 000 BTU AIR HANDLER DOES NOT include ducting) Each unit up to 10,000 cfm, including ducts AIR HANDLER DOES NOT include ducting) Each unit over 10,000 cfm EVAPORATIVE COOLERS other thanportables) VENTILATION AND EXHAUST Each fan connected to a singe duct VENTILATION AND EXHAUST Each ventilations stem VENTILATION AND EXHAUST Each hood served by mechanical exhaust INCINERATORS Installation or relocation of residential INCINERATORS Installation or relocation of commercial APPLIANCES Range, Clothes Washer UNLISTED APPLIANCES Under 400,000 BTU UNLISTED APPLIANCES Over 400,000 BTU HOOD Type I HOOD Type II L P STORAGE TANK WOOD OR PELLET STOVE INSERT WOOD STOVE SYSTEM — FREE STANDING EXPIRES: VIN: ❑CASH El CHECK VISA ❑ MC L2✓r� — CARD #: SIGNATURE http://www.spokanevalley.orgluploads/Community Development/Documents/Forms/Building/MechanicalPermitApplicationO4O3O9.doc 0000 Spokane ,;wO Valley, Community Development Plumbiniz Permit SITE ADDRESS: 1KI t Permit Center 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 PERMIT FEE: permitcenter@spokanevalley.org Contractor plication ❑ Commercial [Residential �A F—u— b!`� Phone: Z _ Fax: Building Owner Name:\ u� Phone: Fax. Address: ? City: `Q�I�Jv�, VAII��'` State: Zip: Contractor Name: AfCLSb►`� b!`� Phone: Z _ Fax: Address: , 6 City: CL , �p j State: (A Zip: License No: LLq� G City Business Lic: Contact/Project Manager: Name: \ �\ Phone: —1.9 -19 -S-?S # OF UNITS PLUMBING FIXTURE ON A TRAP TOILETS _Z' URINALS TUBS � 2� SHOWERS(per trap) SINKS Lav/Basins, Bar, Floor, Kitchen, Laundry, Utility, Janitor, Photo, X-ray, Food, Prep/Culinary Prep/CulinaryMeat DISHWASHER CLOTHES WASHER GARBAGE DISPOSAL WATER SOFTNER FLOOR DRAIN Area, Case, Coil, Trench, Condensate ROOF DRAIN/OVERFLOW DRAINS FOUNTAIN, DRINKING WATER PIPING/DRAIN-IN WASTE Installation, Alterations, Repair, Reversals WATER USING DEVICE Ice and/or Coffee maker, hose bib, steamer proofer, carbonator, swamp cooler PRIVATE SEWAGE DISPOSAL SYSTEM WATER HEATER If Gas, See Mechanical INDUSTRIAL WASTE PRETREATEMENT INCEPTORS Including traps, vents except kitchen type grease interceptors functioning as fixture traps REPAIR OR ALTERATION Water piping, drainage or vent piping ATMOSPHERIC TYPE VACUUM BREAKER BACK FLOW PROTECTIVE DEVICE Other than atmospheric type vacuum breakers MEDICAL GAS INCEPTORS ❑CASH ❑ CHECK W VISA ❑ MC EXPIRES: Card# VIN: SIGNATURE: CURRENT FEES AVAILABLE AT: http://www.spokanevalley.org/ under the quick links for Forms, Master Fee Schedule. http://Www.spokanevalley.orgluploadsICommunity_Development/Documents/FormsIBuildingIPlumbingPermitAppl ication04O3O9. doe SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Project Information Site Address: 18113 E MICHIELLI AVE Parcel Number: 55074.3906 Subdivision: CITY OF SPOKANE VALLEY Block: Lot: Zoning: Owner: PAKIBA LLC Address: 712 S MOEN ST GREENACRES, WA 99016 Building Inspector: Water Dist: Project Number: 10005650 Inv: 1 Issue Date: 10/13/2010 Permit Use: SEWER CONNECTION Applicant: MARKHAM HOMES PO BOX 610 LIBERTY LAKE, WA 99019 Contact: MARKHAM HOMES PO BOX 610 LIBERTY LAKE, WA 99019 Setbacks - Front: Left: . Right: Group Name: Project Name: Phone: (509) 926-3728 Phone: (509) 926-3728 Rear: IPermits Sewer Connection Permit Contractor: MARKHAM HOMES INC _ License #: MARKEH1971 DK PROCESSING FEE 1 $15.00 S1 SEWER CONNECTION 1 $125.00 Total Permit Fee: $140.00 **FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8:30-5:00 MONDAY -FRIDAY PRIOR TO COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL INSPECTION FEES APPLY AFTER 30 MINUTES. **CALL 1-800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE. SPOKANE COUNTY CODE REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR & INDUSTRIES, INCLUDING THOSE RELATED TO TRENCH SAFETY. **INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND MAY BE REQUIRED TO PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION. **SEWER STUBS AND DRY SIDE SEWERS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE AND ARE CLEAR AND UNOBSTRUCTED. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE. **THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME. BOTH STATE LAW RCW 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO OWNERS OF UNDERGROUND FACILITIES. Payment Summary Total Fees AmountPaid AmountOwinlz Tran Date Receipt # Payment Amt $140.00 $140.00 $0.00 10/13/2010 4580 $140.00 Processed By: DOMPIER, DAWN PERMIT Printed By: Force, Faith Page l of 1 NOTICE It is the responsibility of the applicant/permittee to see to it that the use described on the front of this permit complies with applicable codes and requirements and that required inspections are requested. Failure to request inspections as listed below and obtain the necessary approvals before progressing beyond the point where inspections are required may necessitate removal of certain parts of the construction at the applicant's/permittee's or property owner's expense. At a minimum, the following inspections ARE REQUIRED by County Code: 1. FOOTING - all structures, including manufactured homes when forms and reinforcement are in place and prior to placement of concrete. NOTE: This inspection includes review of the structure's setbacks from property lines. Minimum setbacks are established by County zoning regulations. Front, flanking, side and rear yard setbacks are measured from property lines. Curb lines and fence lines are not necessarily indicative of property lines. In some residential areas, the County can own as much as 20 feet of right-of-way between your property and the actual improved street/curb. The responsibility to comply with applicable setback provisions lies solely with the permittee—neither Spokane County nor its authorized representatives assume any responsibility for the verification or location of your property lines. Please verify their location prior to locating your structure. Failure to properly locate the structure may require its relocation at the owner's/permittee's expense. 2. FOUNDATION - when forms and reinforcement are in place and prior to placement of concrete. 3. FRAMING - after all framing, bracing and blocking is in place, plumbing, mechanical rough -in inspections have been approved, and prior to concealing. 4. INSULATION - prior to the installation of drywall. 5. PLUMBING - after rough -in, before covering, and final. 6. MECHANICAL - rough -in of piping, before covering, metal chimneys before concealment, and final. 7. FINAL - all permits - when complete and prior to occupancy and/or use. Please provide 24 hours notice. NOTE: In addition to inspection of the structure, this inspection includes review of site Improvements (typically depicted on the approved site plan) required by ordinance or as a condition of approval of this permit. Items such as the installation of fire hydrants, fire department access, on-site drainage ('208 swales•), road Improvements, parking, and landscaping are common requirements of a permit/site plan which must be completed prior to final approval of a building or issuance of a Certificate of Occupancy. 8. MANUFACTURED HOMES - foundation inspections prior to pouring pads, inspection of blocking/tie-downs, when completed per manufacturers installation instructions. Final Inspection approval prior to occupancy: stairs, handrails, skirting, etc., installations completed WAINS Tag(s) must be affixed to the home, completed inspection record card and manufacturer's installation instructions must be available on site. 9. SEWERS - prior to cover 10. RIGHT-OF-WAY/APPROACH - prior to placement of concrete, or, if gravel approach, after completion. In addition to the above, any plumbing or mechanical systems or material which would be concealed by framing, drywall, concrete, etc., must be inspected prior to cover. Check with the department for "special inspections" in conjunction with commercial projects. FOR INSPECTIONS: TO INSURE PROMPT SERVICE, PLEASE GIVE ONE WORKING DAY/24 HOUR NOTICE . PARTS OF YOUR PROJECT MAY REQUIRE PERMITS AND INSPECTIONS FROM MORE THAN ONE AGENCY. • Building, plumbing, mechanical and fire inspections, Department of Building & Planning 477-3675 • Construction in a flood plain, Division of Engineering & Roads 477-3600 • Electrical wiring, State Department of Labor and Industries 324-2640 • On-site waste disposal system, Spokane Regional Health District 324-1560 • Road cuts for utilities or driveways, Division of Engineering & Roads - 48-HOUR NOTICE REQUIRED 477-3600 or State Department of Transportation 456-3000 • Sewer connection, Division of Utilities 477-3604 or City Public Works Department 625-6300 PERMIT EXPIRATION Unless otherwise noted, building, plumbing, fire and mechanical permits will be considered null and void by limitation if the work authorized by the permit is not commenced within 180 days or is stopped for a period of 180 days, unless a written request for an extension of the permit is received and approved by the Building Department prior to expiration. At a minimum an inspection should be requested at least once every 180 days to assure the validity of the permit. Please call if you have any questions. REFUNDS All requests for building permit refunds must be made in writing by the applicant/permittee (shown on the reverse) no later than 180 days after the date of fee payment. Refunds of not more than 80% of the permit fee paid may be authorized when no work has been done under the permit. No refunds may be authorized more than 180 days after fee payment. Please contact the other agencies with respect to their refund policy on all other permit types. MISTAKE? If you think we've made an error in processing this permit or find erroneous information on the permit, please bring it to our attention immediately by filing a written request for correction within 10 working days of discovery. All such requests should be directed to the Department of Building and Planning at: Spokane County Department of Building & Planning 1026 West Broadway Avenue Spokane, WA 99260 Phone: (509) 477-3675 Fax: (509) 477-4703 TDD: (509) 477-7133 REVISED 02/10 BLDG PERMIT PLANNING DEPT. APPROVED BY: DATE: i�Q I I 0 Lotto D\v L o4. -s, I 3o, lail-3 C- tsc A- 1+ 1 - In For City Use Only PLUS Project Number C,'{ Project Address 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenterCspokanevattey.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Proiect Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE -APPLICANT PINK - BUILDING FILE REV 9/07 20041 WASHINGTON STATE ENERGY CODE TABLE 6-1 PRESCRIPTIVE REQUIREMENT5 OJ FOR SINGLE-FAMILY RESIDENTIAL CLIMATE ZONE I 0. NOMINAL R -VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13%,'IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OkHIGHER). PROP05ED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF 11416 CODE. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS COMPLYING WITH NOTE 5. 'ADV' DENOTES ADVANCED FRAMED CEILING. I. 5. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR .!01ST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R-10 CONTINUOUS, OR ON THE INTERIOR AS A FRAMED WALL. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2. S. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATER AL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. FOR SLABS INSIDE A FOUNDATION WALL, THE INSULATION SHALL BE INSTALLED TO PROVIDE A AL BREAK (TB) BETWEEN THE SLAB EDGE AND THE FOUNDATION, MONOLITHIC, SLABS SHALL. INCLUDE INSULATION, INSTALLED OUT51M THE FOUNDATION WALL, AND SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB FOR A MINIMUM DISTANCE OF 24 INCHES OR DOWNWARD AND THEN HORIZONTALLY FOR A MINIMUM COMBINED DISTANCE OFI'24 INCHES, MONOLITHIC, SLABS SHALL ALSO INCLUDE R-10 INSULATION UNDER THE NON -LOAD-BEARING PORTIONS OF THE SLAB. 1. INT. DENOTES 5TANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. 8. RESERVED. 4. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U -FACTORS FROM TABLE 10-60. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U -FACTOR OF U=0.55 OR LESS 15 NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAVE U -FACTORS DETERMINED IN ACCORDANCE WITH NFRC IRO OR AS SPECIFIED IN SECTION 502.1.5. 12. L06 AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 5.5" ARE I EXEMPT FROM THI5 INSULATION REQUIREMENT. NHOLE HOUSE VENTILATION i SPECIFICATIONS FROM THE 20001 IRC SECTIONS MI50'T $ M1505 SOURCE SPECIFIC VENTILATION REQUIREMENTS. 1. MINIMUM EXHAUST FAN REQUIREMENTS, A. BATHROOMS, LAUNDRIES AND POWDER ROOMS - 50 GFM 0 025" W.6. 5. KITCHENS - 100 CFM 0 025" W.G. (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED AT MIN.. 100 CFM ® 0.10" W.G. MAY Be USED FOR EXHAUST FAN REQUIREMENTS) 2. EXHAUST DUCT REQUIREMENTS= A. INSULATE TO R-4 (MIN.) IN UNCONDITIONED SPACES. B. EQUIP WITH A BACK DRAFT DAMPER. G. TERMINATE OUTSIDE THE BUILDING. D. COMPLY WITH TABLE 405.5.42 ON THIS SHEET. PRESCRIPTIVE REQUIREMENTS FOR: OPTION 1. INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS (IRC M1506.4). OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS AT FLOW RATES SPECIFIED IN TABLE M15062 ON THIS SHEET, USING THE FOLLOWING METHODS: I. ROOM OUTDOOR AIR INLETS SHALL COMPLY WITH THE FOLLOWING: A. HAVE CONTROLLABLE AND SECURE OPENINGS. 5. BE SLEEVED OR DESIGNED SO A5 TO NOT COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED. G. PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. D. PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY THE IN5TALLATION OF DISTRIBUTION DUCTS, TRAN50M5, INSTALLATION OF GRILLES, UNDERGUTTIN6 DOORS A MINIMUM OF JY ABOVE THE FINISHED FLOOR COVERINGS, OR SIMILAR MEANS. 2. WHOLE HOUSE EXHAUST FANS SHALL: A. BE SIZED ACCORDING TO TABLE M15062 ON THIS SHEET. B. BE FLOW RATED AT 025" W.G. G. SOUND RATED AT 1.0 SONES MAXIMUM. 5. WHOLE HOUSE EXHAUST FAN CONTROLS: A. BE CONTROLLED BY A 24-HOUR CLOCK TIMER. S. PROVIDE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC, CONTROL. G. THE 24-HOUR CLOCK TIMER SHALL BE READILY ACCESSIBLE. D. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC, CONTROL TIMER SHALL BE SET TO OPERATE THE: WHOLE HOUSE PAN FOR AT LEAST 6 HOURS A DAY. E. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". 4. WHOLE HOUSE EXHAUST DUCTS: A. BE SIZED ACCORDING TO TABLE 403.6.42 ON THIS SHEET. B. BE INSULATED TO A MINIMUM R-4 IN UNCONDITIONED SPACES. G. TERMINATE OUTSIDE THE BUILDING. IMG TABLE 403.8.4.2 P2F4,nWIPTIVF EXHAUST DUCT SIZING FAN TE5TED CFM ® 0.25" W.G. &AREA MAXIMUM LEN6TH FEET DOOR CEILING VAULTED WALL HA"- AALLEXT'- FLOOR SLAB OPTION % OF GLAZING U -FACTOR U -FACTOR 51NCH CEILING ABOVE BELOW BEXT. NO LIMIT ON GRADE NO LIMIT FLOOR VERTICAL OVERHEAD 4 INCH 2 N/A 4 INCH GRADE CRAVE &RADE 51NCH 15'-0" 51NCH (10) II 80 6 INCH 010'-O" I 4 '14 100 6 I. 15% 0.54 0.50 0.20 R-49 OR R-38 R-21 INT. R-21 R-10 R-30 R-10 IS' -0" 6 INCH NO LIMIT 5 125 R-56 AD "t0' -O" 0) T5 'A,., 2' 11. 25% 0.52 0.50 020 R-49 OR R-38 R-21 INT. R-21 R-10 R-30 R-10 R-55 AD (7) TB 2' III.UNLIMITED 0.30 0.50 020 R-49 OR R-38 R-21 INT. R-21 R-10 `' R-30 R-10 R-68 AD C TES U-0.029 2' 0. NOMINAL R -VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1. I. MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13%,'IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OkHIGHER). PROP05ED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTERS 4 OR 5 OF 11416 CODE. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS COMPLYING WITH NOTE 5. 'ADV' DENOTES ADVANCED FRAMED CEILING. I. 5. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR .!01ST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R-10 CONTINUOUS, OR ON THE INTERIOR AS A FRAMED WALL. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.2. S. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATER AL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. FOR SLABS INSIDE A FOUNDATION WALL, THE INSULATION SHALL BE INSTALLED TO PROVIDE A AL BREAK (TB) BETWEEN THE SLAB EDGE AND THE FOUNDATION, MONOLITHIC, SLABS SHALL. INCLUDE INSULATION, INSTALLED OUT51M THE FOUNDATION WALL, AND SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB FOR A MINIMUM DISTANCE OF 24 INCHES OR DOWNWARD AND THEN HORIZONTALLY FOR A MINIMUM COMBINED DISTANCE OFI'24 INCHES, MONOLITHIC, SLABS SHALL ALSO INCLUDE R-10 INSULATION UNDER THE NON -LOAD-BEARING PORTIONS OF THE SLAB. 1. INT. DENOTES 5TANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. 8. RESERVED. 4. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U -FACTORS FROM TABLE 10-60. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U -FACTOR OF U=0.55 OR LESS 15 NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAVE U -FACTORS DETERMINED IN ACCORDANCE WITH NFRC IRO OR AS SPECIFIED IN SECTION 502.1.5. 12. L06 AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 5.5" ARE I EXEMPT FROM THI5 INSULATION REQUIREMENT. NHOLE HOUSE VENTILATION i SPECIFICATIONS FROM THE 20001 IRC SECTIONS MI50'T $ M1505 SOURCE SPECIFIC VENTILATION REQUIREMENTS. 1. MINIMUM EXHAUST FAN REQUIREMENTS, A. BATHROOMS, LAUNDRIES AND POWDER ROOMS - 50 GFM 0 025" W.6. 5. KITCHENS - 100 CFM 0 025" W.G. (RANGE HOOD OR DOWN DRAFT EXHAUST FAN RATED AT MIN.. 100 CFM ® 0.10" W.G. MAY Be USED FOR EXHAUST FAN REQUIREMENTS) 2. EXHAUST DUCT REQUIREMENTS= A. INSULATE TO R-4 (MIN.) IN UNCONDITIONED SPACES. B. EQUIP WITH A BACK DRAFT DAMPER. G. TERMINATE OUTSIDE THE BUILDING. D. COMPLY WITH TABLE 405.5.42 ON THIS SHEET. PRESCRIPTIVE REQUIREMENTS FOR: OPTION 1. INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS (IRC M1506.4). OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS AT FLOW RATES SPECIFIED IN TABLE M15062 ON THIS SHEET, USING THE FOLLOWING METHODS: I. ROOM OUTDOOR AIR INLETS SHALL COMPLY WITH THE FOLLOWING: A. HAVE CONTROLLABLE AND SECURE OPENINGS. 5. BE SLEEVED OR DESIGNED SO A5 TO NOT COMPROMISE THE THERMAL PROPERTIES OF THE WALL OR WINDOW IN WHICH THEY ARE PLACED. G. PROVIDE A MINIMUM OF FOUR SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. D. PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY THE IN5TALLATION OF DISTRIBUTION DUCTS, TRAN50M5, INSTALLATION OF GRILLES, UNDERGUTTIN6 DOORS A MINIMUM OF JY ABOVE THE FINISHED FLOOR COVERINGS, OR SIMILAR MEANS. 2. WHOLE HOUSE EXHAUST FANS SHALL: A. BE SIZED ACCORDING TO TABLE M15062 ON THIS SHEET. B. BE FLOW RATED AT 025" W.G. G. SOUND RATED AT 1.0 SONES MAXIMUM. 5. WHOLE HOUSE EXHAUST FAN CONTROLS: A. BE CONTROLLED BY A 24-HOUR CLOCK TIMER. S. PROVIDE CAPABILITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC, CONTROL. G. THE 24-HOUR CLOCK TIMER SHALL BE READILY ACCESSIBLE. D. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC, CONTROL TIMER SHALL BE SET TO OPERATE THE: WHOLE HOUSE PAN FOR AT LEAST 6 HOURS A DAY. E. A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". 4. WHOLE HOUSE EXHAUST DUCTS: A. BE SIZED ACCORDING TO TABLE 403.6.42 ON THIS SHEET. B. BE INSULATED TO A MINIMUM R-4 IN UNCONDITIONED SPACES. G. TERMINATE OUTSIDE THE BUILDING. IMG TABLE 403.8.4.2 P2F4,nWIPTIVF EXHAUST DUCT SIZING FAN TE5TED CFM ® 0.25" W.G. MINIMUM FLEX DIAMETER MAXIMUM LEN6TH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELESOW5 1 50 -4 INCH 25'-0" 4INCH '70'-O" B 50 51NCH 90'-0" 51NCH 100'-O" 5 50 6 INCH NO LIMIT 6 INCH NO LIMIT 5 80 4 INCH 2 N/A 4 INCH 20'-O" 5 80 51NCH 15'-0" 51NCH 100'-O" 5 80 6 INCH 010'-O" 6 INCH NO LIMIT 5 100 5 INCH 2 N/A 5 INCH 50'-O" 3 100 6 INCH 45'-0" 6 INCH NO LIMIT 3 125 6 INCH IS' -0" 6 INCH NO LIMIT 5 125 "1 INCH "t0' -O" '7 NO LIMIT 5 NOTE: 1. FOR EACH ADDITIONAL ELBOW, SUBTRACT 10'-O" FROM LENGTH. 2. FLEX DUCTS OF TH15 DIAMETER ARE NOT PERMITTED WITH PANS OF THIS SIZE. IRO TABLE M1505.2 MINIMUM VENTILATION RATES (CONTINUOUSLY OPERATING SYSTEMS) FLOOR AREA WIND,, DESIGN SEISMIC, DESIGN CATEGORY ESEDROOMS (1) DIESER TEMP ICE BARRIER UNVEER- NT REQUIRED (50. FT) O -I 2-5 4-5 6-'i >-7 <1500 30 45 60 175 90 1501 - 3000 45 60 TS 410 105 5001-4500 60 15 90 105 120 4501-6000 '7S 90 105 120 155 6001 -'7500 90 105 120 155 150 >'7500 105 120 155 150 165 I. VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW RATES MEASURED IN CFM. GENERAL UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN P CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION 8 12" A50VE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, 5HOWER5, PARTITIONS AND CORNERS. PROVIDE FACE STAPLED BATT5 OR FRICTION FIT FACED BATTS. PROVIDE 4 MIL (0.004") FOLYETHYLENE VAPOR BARRIER AT WALLS OR USE PVA PAINT WITH A DRY CUP PERM RATING OF ONE (MAX). PROVIDE R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALL5 AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETYeEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND ROOF, AND ALL. OTHERS SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE -RATED" AND MUST MEET THE ABOVE REQUIREMENT. S. ALL EXTERIOR WINDOWS SHALL BE M516NED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE 5U55TANTIATED BY TESTING TO STANDARD ASTM E 283.-13. 517E BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TE5TIN6 BUT SHALL Be WEATHER-STRIPPED, CAULKED AND MORE TIGHTLY FITTING. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER W.S.E.G. PIPING FOR HOT WATER / STEAM SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE 15 REQUIRED TO BE INSULATED PER THE W.S.E.C. SERVICE WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-5. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF.;PEGKS,_IN ENCLOSED RAFTER SPACES FORMED -WHERE CEILINGS ARE APPLIED DIREGTLY-TO THE UNDERSIDE OF ` ROOF RAFTERS, AND AT EXTERIOR WALL5. INSET STAPLED BATTS WITH A PERM RATING LE55 THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 6" O.G. AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED 1/16" A GROUND COVER OF 6 MIL (0.006") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE &ROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/800 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE 15 INSTALLED ON THE WARM SIDE OF THE INSULATION. GENERAL THE REQUIRED EGRESS DOOR MAY HAVE A MAXIMUM ? S/4" STEP FROM TOP OF THE THRESHOLD TO A MINIMUM 36" DEEP LANDING. OTHER EXTERIOR DOORS MAY HAVE A MAXIMUM (2) T B/V STEPS TO A MIN.. EW DEEP LANDING. ALL GLAZING SHALL MEET THE REWREMENT5 OF THE W.S.E.C. TABLE 6-1 UNLESS NOTED OTHERWI5E. ALL -SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLE55 NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.77 SQUARE FEET. MINIMUM NET CLEAR OPERABLE WIDTH OF 20" AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR, OPERABLE WINDOWS WITH A SILL OF MORE THAN 172" ABOVE FINISHED GRADE AND WITHOUT AN ADJACENT ROOF WITH MAX 4:12 SLOPE, TO BE A MINIMUM OF 24" ABOVE ADJACENT FINISHED FLOOR. SAFETY GLAZING LOCATIONS PER 20041 IRO SECTION 8308.4 L GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWIN61N6, SLIDING AND 51 -FOLD DOORS. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL AD.IAGENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24 INCH ARG OF THE DOOR IN A OL05W P051TION AND WHO5E BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: S.I. THE EXPOSED AREA OF AN INDIVIDUAL PANEL 15 LARGER THAN 01 SQUARE FEET AND: 52. THE EXPOSED BOTTOM EDGE OF THE GLAZING 15 LESS THAN 15" ABOVE THE FLOOR AND: 3.3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36" ABOVE THE FLOOR AND: 3.4. ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS. S. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND 5HONIERS. WHERE THE BOTTOM EXPOSED EDGE OF THIS GLAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. T. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 56" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 6. GLAZING ADJACENT TO THE STAIRWAYS WITHIN 60„ HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXP05ED SURFACE OF THE &LAZING 15 LE55 THAN 60" ABOVE THE NOSE OF THE TREAD. FOR EXCEPTIONS SEE IRC SECTION 8506.4 GENERAL SOLID FUEL BURNING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM BEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 24 OF THE 20001 INTERNATIONAL RESIDENTIAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 66 DEGREES FAHRENHEIT AT A HEIGHT OF 5'-0" ABOVE THE FLOOR AND TWO FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE W.S.E.C. DEFINITION OF. BUILDING ENVELOPE FROM THE WASHINGTON STATE ENERGY CODE: THE ELEMENTS OF A BUILDING WHICH ENCLOSE CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE TRANSFERRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE W.S.E.C. 1. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF CHAPTER 24 OF THE 2004 IRC. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF CHAPTER 24 OF THE 2004 IRC,. S. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF CHAPTER 16 OF THE 2004 IRC. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER CHAPTER MI402 OF THE 2004 IRC. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED A5 A BEDROOM, BATHROOM, OL05ET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM, OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC, HEATING FURNACES. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE WITH A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 5" ALONG THE SIDES, BACK AND TOP- -L I IOUEFIEP OP.-LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN A50VE GRADE UNDER FLOOR SPACE OR BASEMENT UNLE55 SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 16" ABOVE THE FLOOR 5UBPACE. FIRE DAMPERS NEED NOT BE'INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RE6IDENCE (GROUP B, DIVISION $ OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LEW THAN 0.014" (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE WARM AIR FURNACE INSTALLATIONS IN ATTIC$ OR CRAWL SPACES SHALL COMPLY WITH MI402 OF THE 20001 IRC. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH CHAPTER 16 OF THE 20001 IRC. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENT5 PER CHAPTER 10 OF THE 2004 IRC. A TYPE 5 OR BW GAS VENT SHALL TERMINATE PER CHAPTER 24 OF THE 2004 IRC. PENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE 15 LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER A5 TO MAINTAIN THE CLEARANCE TD COMBUSTIBLES PER SECTION M1603 OF THE 2004 IRC. HEATING EQUIPMENT ,ALL HEATING EQUIPMENT SHALL MEET THE. REQUIREMENTS OF THE 148? NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAEGA) AND BE SO LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.5.E.0. FOR GAS AND OIL FIRED EQUIPMENT, OUTPUT MAY HAVE CAPACITY OF 150%-250% or- HEATING FHEATING DESIGN LOAD PROVIDED THAT IT HAS AN AFUE OF 010% OR GREATER 1. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OF METAL AS SET FORTH BY TABLE 1601.1.1 (1) 8 1601.1.1 (2) OF THE 2004 I RG. 2. RECTANGULAR, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL BE AIRTIGHT PER SECTION MI601.5.1 OF THE 2004 IRC. 5. INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION M1601.3 OF THE 20001 IRC. 4. DUCT INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION MI601.2.I OF THE 20001 IRC,. GENERAL ALL-FRAMIN& SHALL COMPLY WITH THE APPROPRIATE SECTION(S) OF THE 20001 IBOARC. PRESSURE TREATED WOOD REQUIRED IN LOCATIONS LISTED IN IRC R51T.1 2 MINIMUM VERTICAL CLEARANCE BETWEEN WOOD 8 CONCRETE STEPS, PORCH SLABS' PATIO SLABS 4 OTHER SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6" MINIMUM CLEARANCE BETYeEN WOOD AND EARTH. all MINIMUM CLEARANCE BETYe!EN UNTREATED MU51LL5 AND EARTH. 12" MINIMUM CLEARANCE BETYeEEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BETNIEEN FLOOR J015T5 AND EARTH. LOADING ROOF 15 FSF DEAD LOAD + 25 P5F LIVE LOAD = 40 PSF FLOOR 10 FSF DEAD LOAD + 40 PSF LIVE LOAD = 50 PSF CEILING 5 P5F DEAD LOAD + 10 F5F LIVE LOAD = 15 FSF DECK 5 FBF DEAD LOAD + 40 P5F LIVE LOAD = 45 PSF INTERIOR PARTITION = 7 PSF EXTERIOR PARTITION = 10 PSF WOOD BEARING ON OR INSTALLED WITHIN)2' OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. 50LID BLOCKING OF NOT LE55 THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF J0151*5 AND RAFTERS. ANCHOR BOLTS TO BE 'PER SHEAR WALL SCHEDULE AND FOUNDATION PLAN. -1" MINIMUM EMBEDMENT. ALL METAL FRAMING, ANCHORS AND HANGERS 5HOWN ON DRAWING5 SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PROVIDE FIREBLOCKING IN CONGEALED SPACES OF STUD WALL5 8 PARTITIONS, INCLUDING FURRED SPACES 4 PARALLEL ROWS OF STUDS OR STAGGERED BTUD5 A5 FOLLOWS: I. VERTICALLY AT THE CEILING, 4 FLOOR LEVELS. 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. PROVIDE FIREBLOCKING AT OTHER LOCATIONS PER 20001 IRC 8302.11. PLANS COMPLY TO THE 20041 INTERNATIONAL RESIDENTIAL GORE. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT 15 THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. GORES: ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED 1. 2004 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH WASHINGTON STATE AMENDMENTS (MA) EXCEPT CHAPTERS 11 AND 25 THROUGH 42 ARE NOT ADOPTED. WAG51-51 2. 2004 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS (1615A) INAC51-50 3. 20041 INTERNATIONAL MECHANICAL CODE (IMG) WITH WASHINGTON STATE AMENDMENTS (ASA) WAG 51-52 4. 2004 UNIFORM PLUMBING CODE (UFO) WITH WASHINGTON STATE AMENDMENTS, WAG 51-56 AND 51-5? 5. 2004 INTERNATIONAL FIRE GORE WITH WASHINGTON STATE AMENDMENTS (MA) 6. 2004 WASHINGTON STATE ENERGY CODE (WSEC). WAG 51 -II BUILDING CONSTRUCTION TYPE: V -B OCCUPANCY GROUP: R-3 LOCAL JURISDICTION REQUIRES M YE5 DWELLING UNIT FIRE SPRINKLER SYSTEM PER IRC APPENDIX R ❑ NO GLIMAT10 AND GEOGRAPHIC DESIGN CRITERIA GROUND NOW �Oqp WIND,, DESIGN SEISMIC, DESIGN CATEGORY SUB. ECT TO DAMAGE FROM DIESER TEMP ICE BARRIER UNVEER- NT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP WEATHERING FROST DEPTH I TERMITE SPEED {MPH) TOPO- GRAPHIC EFFECTS 25sf P 85 m DOC) DVIRG) MODERATE 18 SLIGHT TO MODERATE NO EQUIVALENT FLUID PRESSURE = 55 P.G.F. (UNRESTRAINED WALL5) 50 P.G.F. (RESTRAINED WALLS) GENERAL ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENT5 SHALL NOT INTERFERE WITH THE DIRECT LOAD PATH OF COLUMNS. SHEET # DESCRIPTION i-41 i GTL) Al COVER5HEET A2 DETAIL SHEET A5 SCHEDULE SHEET A4 ROOF FRAMING PLAN 4 BUILDING SECTION A A5 LOWER 4 MAIN FLOOR PLAN 4 ELEVATIONS n 0xN �oQ za w <m I"• RFI Z. no o 0 N I W o: mzI �Z r V W a '000 Ns zma: aonw. 0 ¢zw zN <z? FRAMING 8 FOUNDATION FRAMING d FOUNDATION FRAMING $ FOUNDATION FRAMING $ FOUNDATION FRAMiNS $FOUNDATION DIMENSION I ❑ 1 DIMENSDN 2x 67WS PER PLAN DlhEN510N - - 2x STUDS PER PLAN Di ION% 2x STUDS PER PLAN DIMENSION 2x STUL?S PER PLAN 2x STLtDS PER PLAN w° I I 'FINISH PER ELE=VATION OVER LB. BUILDING PAPER OR 2�x LST P}L AENCHOR FINISH PER ELEVATION OVER PT L NCHDR ? L B. BUILDING PAPER OR . rLT� �'� AIR INFILTRATION BARRIER FINISH PER ELEVATION OVER ------ 'f L8, ILDIN6 PAPER OR 2x P.T. SILL PLATE �/p,NGHOR AIR I LTRATION BARRIER 2x P.T. SILL PLATE WAANGHOR BOLTS PER SHEAR SGHEDULEd 12" MAX FROM R m 10: - I w I j AIR INFILTRATION BARRIER 5GHwULE 12" AX. FiROM OVER SHEATHiN6 PER PLAN ENDS 7'r MIN. EMBEDMENT. USE 12" MAX. FROM OVER �aHEA7HlNG FSR PLAN ENDS $ d MIN. ENT. "x3(16" BOLTS PER AR WALL OVER SHEATHING PER PLAN SCHEDULE 12' MAX. FROM ENDS $ 7 "MIN. EMBEDMENT. USE 2X2 4c311 b WASHER (ELSEWHERE BdLT5 PER 51 EARY4AJ.LN SCHEDULE 12" MAX. 'FROM J 2"X2'x3 16" NA (ELSEWHERE 2"x2 WASHER ENDS. $ i MIN. E MENT. USE USE 5I6 DIA. x 10 ANCHOR ENDS $ 7 MIN. EMBEDMENT. U 3E USE °3I8 DIA. x510AJHOR BATT INSULATION PER PLAN 48" O.GW/ 2"x2"x3/f6 USE 5/8' DIA. x 10" ANCHOR BATT INSULATION PER PLAN WLr5 @ 48" O.G.W/ 2"x2"x3/iba 2"x2"x3�i6" WASH>ARNEWHERE USE 9/8 DIA. x 10" ANCHOR UNHEATED AREA BOLTS a 48" O.G.vV/ 2"x2"x5/I6" 2nX2"X3/I6" 1�A5H5R �•LSEWHERB U5>= 5/8" DIA. x 10" ANCHOR kn o BOLTS WASE ERJ BOLTS ® 48" O:G.W/ 2"x2Ux5/Ib° I" 45HEV n " n n BOLi5 � 48 O.G.rs/ 2x2 x5/i6 m Z - FLASHING 2'-O" MIN. RAO RIGiD iNSULATiON Z - FLASHING 21-011 MIN. R-10 R1610 IN5ULATiON Z - FLASHING YW45HEf 2'-O" MIN. IRAO NSULATION RIGID lN5ULATlON " AB OVERNGb L WASHER} CONIC.SLAB WOOD TRlM OPTIONAL GONG. SLAB y�017 •��•�(M OPTION AL 4 GONG. SLAB WpOD BRIM OPTIONAL 4 GONG. 5L tlB OVER b BLAGIC ht BLACK V B. OVER 4 " 4L"$ OVER b MIL. f3i.4GK Y B a " b MIN. YOddi4BLACK TOVE O� 4 BLACK 6 MIN. '" "s 6n CO ,3N L LAB 8 DRVER b MIN, MiN. V.B. OVL�R 4'tGRANULAR R 80" MAx. G-RANULAR FILL PILL GRAFBJLAR FILLrn o6° N oo�30"GRANULAR zN- FILL 3O" MAX. GRANULAR FILL 30" MX. 4" ORAtNUL•AR FILL FZ00:22W, • 1 .I •i +. .. a, aj #4 BAR CONTINUO a d ! #4 BAR GONTINUOU �' d.. () i• *.._ �'' (1) #4 BAR CONTINUOU A'. a: . '' ' ' .f. :r- T O I. _ d-�y... (1)€ BAR GON Ih&1r i + a',' ^ P• s ..I. - •;a !.-!•...''`.:••<�.......awm�W(Ir i +•" i «,'a .r•:^. •�,ph.y ^:T.,e a�zo0. w and p c)Oz -U - .. : <• 6 •••••••!�•I ..t t4.' •Y•1'"l "` • -1•I•'' J,uy, \. d iw••," r"1}.` ' .C•. }r �• •.yYt�,;,°/2 .}r+''^t'v ,. •(Y. kv. 1 L y?.,fi•••Y° YA O 1 •..(n+'•.• }'•� ..aFw••ti ,J'L •F•Y 1-•pw Y.., b-0VYI'P:.+'F V' -,•~w.—OF-F2r `td • 'tJ.+.O� x11•t• � _- f i'4 '.�,t.,, • ro'.e" .•[yis•t4 •'t•.. t'��� FtL Til11 _'_f•.: tajti •':, ��•- "1 — - ! —` :. 11 ^•a• R't':..nt.. fp '`R! px"ry�« h !,-,n' �MV� •.N LrY 'J,G4.FJ.'M1 r i„ii,L't• .•«' � +t''«1t � I Z �j "1 ��_•ls� - ��}{{{� -1 hJ, . 7.. i•':? .. JJ..LL!! '(j ��j • 1 1 {I y1t(�I11 Y �� III � - W� N (1• �n. !/I O 7 Z _ Wi' ah,.•-!`„••M1M11•'i•,,..i.,Y - Tt6HTLlh1� 1'•° —1 —119 6 g{p D j� RAIN ' - TIGHTLiNE i� F iII�I`!' ;To IN {9 f1 "' R-5 RIGID INSULATION YS T16HTLiNE r IN I' i' : - I�_IT--1If.- g pj�� g IF REQUIRED ( :'��' _ �-� - -• 11I—iI l�l— "''. jj" I R• $ R16iD INSULATION �� = IP REQUIRES? -(I •-'11 ' LLl R-5 RiGID INSULATION d (l•, VERTICAL s STEM WALL - -I - I.:II.• d 1F REQU i!." (} I — a•.. VERTICAL STEM 11aLL _ r 9 • �f t o 1' �II-1fI I I-I IF• Q 77 g a'' , I- I -VERTICAL g STEM WALL _ I :. ti, ICT I� " a '' #4 BAR VERTICAL 18 O.G. n o w : #4 HAR 1/ERTiGAL 18" O.G. , :'' ' ' #4 BAR VERTICAL 88 IS O.G, #4 BAR VERTICAL ®18" O.G. ='M #4 BAR VERTICAL IS O.G. " $HORIZONTAL 90 O.G. . 0 '•.� • $HORIZONTAL ®IO D.G. '. ¢a�U $ HORIZONTAL ®10" O.G. A ••;a .'. +,._ • , $ HORIZONTAL ® 10" O.G. , ;..- W/ ALTS J4A•� BENDS ' ' 'II, ItORIZONTAL a iD D,G. d .. a•.. • ii .d .. q'a : d _ 'a.. n�¢www ❑ ON z� _,OOZCtNo U <0 •. li'4 RO i a" •a ) !. d (2) #4 BAR CONTINUOUS y.d•� 11.Q . {2) #4 BAR CONTINUOUS a • a ••: a ,II ' (2) #4 BAR CONTINUOUS •.' .a .'®• J ,- ,..p r.< (2J #i} BAR CONTINUOUS ,,,: ,. ZW w33xt 10'r =004 (2) #4 BAR CONTINUOUS ! .• di' .�.. , - '•a. .. '., .� .. d �, .., mow c= azw��>�aii¢a ..'_ ,: , 4" DIA. PERF. a bit n 1-d " .:• 411 VIA. FDRAIN �4" 1� $" li 4° li • SCALE: I"= 1'-O' 4" VIA.. PERP. a a n n = n FOUNDATION DRAiN SCALE : i 1-O 4" ?%IA. PERF. ��° 8" n r,'' GALE s I" 0 1'-0° FOUNDATION DRAIN -7�1 a SCALE n I' a It�a 1 FOUNDATION DRAIN SCALE s I = V) le._. I �" FOUNDATION ALL. V+�l INSUL= SLAB 2 8" FOUNDATION V�4LL / INSUI�. SLAB 3 (911ARAC-PE FOUNDATION l�ArLL 4 INT. FOUNDATION VLLL Vi/INSUL. SLAB � 8° STEM V+I�LL Vy/ SLAB ~ 0 n 3 NOM 5PACIN6 BETWEEN INTERMEDIATE OFIN6 MATERIAL PER SEE PLAN FOR DIM. 2x TOP PLATT: V W <,,,n, GUARDRAIL tvi E TO Be A MAX. OF 4° DIA. ENATION OVER BUILDING _____________ umi v ! 1/4" VIA, MIN, 4" CLEAR SUCH THAT A SPHERE OF SHALL NOT PASS THROUGH ANY OPENING pERANSULATION APER $ SHEATHING PER PLAN ROOF FRAMING HEADER O G. ALL S a S" 5, ~ x STUDS PER PLAN ICZO (yJ I 1 CONT. HANDRAIL BALUSTERS TO CONFORM•'( CEILING JOISTS MEMBERS PER PLAN _ _-_ ------ _ HEADERS d 57UD3 �,�/ BOLTS•1� SHHEAR WALL z WIC ° I FRAMING PER PLAN TO Uw SEG. 1003,3.8 d 501 PER PLANNAIL INSULATION TO 5HEATHiNIS TO n HEADER ®S O G. E W. � SCHEDULE .12" MAX. FROM ENDS $ 7 MIN. EMBEDMENT. r ❑ TT °o .. 1 11 (I 14 E 11 INSULATION WITH 1 1/2" GL.EAR AIRSPACE APA RATED SHEATHING file (2) 2X 5TUPS, NAIL " � TO EACH n "� USE 2x2 xE USE x (ELSEYVFiERR USE 3 TOP OF FOUNDATION WALL 5/8° MIN. 24/0 EXP. I-`------- y- r2w5w I 'I" I yyg 5° S 45u w/2 x2 Xy4. /I6BOL�48 O.C. � i OENDWO n z�\vv/N(972a DIA HOLES 6 PER 24" O.G. D 2'�' Fr----------_ tPPROVED HOOKED I i- _ -i 1 (2) 2X B!«OCK[NO TO I t YWOOD D Gyip _ " 0 8 8 V r � T w N --------- � ----' th z FASCIA BOARD I I 71I2�" CLEAR JOINT5� � �®o OVER 6 MIL. SLACK U8. OVER 4" N cb O 4 ,< ?z1\ 4 ' \ Q P}sR PLAN PANELS H i ROM FACE OF GONG. R� GRANULAR FILL s� UJ N00 24" `� ' - �\ a 5. GJNTIMIWUS MiN. p 1 M (SHEAfTHiM6 TONAIL _ v z .r d d \�\ N _ BEAM i0 "MIN. PER PLAN MET , 6UTTfsR III -- - -- !III EACH PLATE 111 -n--- ----ry- III Q Z v w W LL LL � O � • '. " .. a. T, a y , . • : • , '. ' a .. ".. d. • t .. . , CM a ` d . �•. 6 . "` «,.,,.s;, t., it TREAD 1-1 '41n " (?a 5/6 DIA. x IQ '.' ANCHOR 500 •t• a;. aN.a• r,,.•yis•'. .:^"• y `"' .�°v." t, . r�• ai t. }'. �' {`I ae. '•. j.Y .., . Vit; k1 - _ ^1z 'S. i!"',"�1 h\art" d_• " .' d`. •'A. •• •e" tam. t`e� r•%�.« 3t� ~�" Y K" Q ❑ O •,S_... --�--j•�-- -- d 1`O \' BOTTOM OF - —1 d \ V 24 n BELOW STAIR I TALL 5l8 1 TYPE X GY1 g. 2) LAYERS DYER (�) Vd 1•it'tILS , EACH TRUSS 8d NAILS •;', ,C' ' a+ . _ . I '•. :. •:.I I II" iE . H - - =iJ ~ ' L� i '"'•:� r i4-" ".' i,-i �'f 'il n•' S 1 1'f Ih•„ 1'i 1 .S, l_ ��-�, y r L� I 1=�-1 f t ,; .- a s4 c• r dc3_h l •r t7C.�s•}i s'e Y'y y, ?+ d .' • .• (2) #4 BAC? GONTI�h�7�1QU5 9 9 ; 7•t e, " •' Z ~ N �v 1 ! a FOOTING TO . �\ \ o tot—� \ �c l GELLING, (I) # WALLS 8 O.G. . Q • ;a ,. - d. Y d i` • d 1-I z—1 I ( VII - 1 (I -�_! � 1-� 9 ` m I BE LEVEL W/ =I I-{ I _- _____\ \'1 TOP OF WALL l o' ' --,e - - 'A (5) 2X12 STRiNISER5 SIMP50N H-1 SEISMIC TIE ® 46" O.G. • _ a , ;: ... . I' :a .,{ : ` , : •42 — I til 11( - ! I I! � 1=9 91 91 ! T _•'•� OVERHANG I I i_ I ! 1�i f I i AFTER STEP ' i--! I— I C-1� 1=! i (=1 I (1- —�,•-i FIRE BLOCKING @D MID-SPAN PER AN 2 X STUDS PER PLAN FINISH PER ELEVA710 OYER a• • .� • • •. _.. :.. '. `' . , s. -. •. : r' , :,........ ..: ' „ +. 't, 1 E j-�-j {_ ( i I z 7 L8. BUIL INC F= OR ,•e ! . e ., •• .• , -. ., -e • .' • BOTTOM OF REINFORCEMENT AIR INFILTRATION BARRiER OVER SHEATHING PER PLAN a : ; ' • " .. • •' ` ' ' '•° '' ,% HORIZ. SEE PLAN FOR SIZE VERT. #�I• � lo" O.G. NOT TO SCALE FOUNDATION POOTlN15 PER PLAN '. 2x4 rHRusT BLOCK. NOT TO SCALE BATT INSULATION PER PLAN SCALE , 1" = I'^On _ SCALE: ►' - 1'-011 SCALL' t 1/2' ss 1'-O" 6 S GT I ON THROIJC�I-� STI='F' �C?c'�TI NG "t I tT R.I OR 5TH i �'. �3 i=L,4T GE (LINO 4 EA VE q LLT RAL i ESTRA i NT PANEL I O THI �KENEL� SLAB ' 2x STUDS PER PLAN 3/4° T.$G. PLYWOOD SUBFLOOR GLUED d NAILED FiZj+ih4IN6 E FOUNDATION DIMENSCON - 2X STUDS PER PLAN 8C 6 b."'O.G. 8ci o 6 0!.. CRICKET _ - BATT IN,•i" JCATIDN PER PLAN , .. - - _ • i� - 2 X 6 BUILT-UP CURB r PER 'I LB APR 'TT INSULATION PER PLAN " _... . SIZE PER PLAN W/ ' Fltt15H PER EYATION OVER 'M' MR. J5T5. PER PLAN BUILDINE6 C?R AIR INFILTRATION.BARR] 3/4" T.$6. PLYWOOD SUBFLOOR OVER SHEATHINS PER; PLAN GLUED $ NAILED FF_ '.:rEATri TRU55 SHEK-ir1 TRUSS �� PI-6 C erwxrau 4MIN CURS FLASHING AS M RECOMMENDED BY MANUFACTURER LB. BUILD PAPER OR P Pl-b {2 LAYERS LAMINATED GLASS BATF INSULATION PER PLAN AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN • Had a e" of tae . 2x 5c sa A ^GK1tt5 IS2LAS$ �Ar-.r-./'-0' LAYERS TEMPERED 2xb STUDS a 16" O.G. { ----FRCJVIV-=^ INT5;tMi i CsN i _ �nnlar a alarwza�a c (2) 2X4 TPTPE1Fi LANGHOR Z - i=LASHiNG . " c A. I• CCiJif?�"`t t41 tad ealp al ed s so ._ - uta RAFTERS OR TRUSS BEYOND Z -FLASHING SCHEDULyE 12" MAX. FROM 1 ENDS $ i" MIN. EMBEDMENT. USE p WaaD IMiM{Nt5 OPTCONAL . 2NAJX4 �1 WOOD IM 2" "x 16N MASHER =L RE _ 0- MIN. FLR J5T5. P1B2 PLAN 1 ( I LII � I �a OPTIONAL USE 5!8 DIA. x .10 ANCHOR BOLTS ® 48 a.G w/ 2# "1 Sol, Mpx _ ax P. T. SILL-PL. HU A . n 5 a 24 O.G. « oz r I r,m..tt.ri Vol ( l V r I b" MIN. WASHER) w .. '. a n n ° (1) #A BAR SOL75 4 2x2 X8/I6 ° CONTINUOUS '( IIOd kOd 4 O.G.— 0 4" O.G. �' � PBEAQ INSULATION \\ �" �� � JI u iia : , 0) #4 BAR . • ,IMAX IR/1" MIN. FROM ENDS. 111 ' ' t 1MENT. (EJ SEi^FIERE Z r \ � CONTINUOUS i'." ' I 18" �_ ..MITI , - 6 „ USE 5/s DIA X 10 A. B. W/ � I � Lam' 211x2"x9!16" WASHfBLS ®.4$° O G 1� ' � _x .A5 �Ca1UR� Jc+sm s o1n �� . �' � (2} 2X4 �c� �� .a $4 pp15�AR VERTICAL AT O.G. z � Ti6HTLl ! 9 "PM O.C.O G. HAUM X4 WILL FRAMING z t 16HTLINE I HORIZPALOO.C. 5 - .!F U1REDI � ATE BENDS, N-L.. --- 5�i k KN-L- : rr e�ro{�{ RaIN_ 1 IF REQU�RED '•:-k •' I _m o _ �. $ HaRIzoNTAL o ia" 0 m ;5 PI NS) sr AR nau-_.:...._ _ ------------------------ -- - - -" -- — Lw � --------------------------- i o - _ t .. il'a ' 6 MIL. BLACK V.B. 6 I -9I ! 11't 6 MIL. BLACK V. 5. - as/8n TYPE nxm6ffi====- •- ° �! I I _ :• _; .. ;'' _... .11.13. I I - _ --' - : .' 2) #4 BAR CONTINUOUS s i�ETA I L A+ i> TAtll. = 51t DETAIL A 2ETAtL t 4" DIA. PERF. :, •,.,• I;: • .. n — —! — FOUNDATION {i.- „T c, DRAIN •• #4 BAR CONTINUOUS .. :.. _-• - ' . -- - - - - -- .. am t�D • 4 n n ° a 4. DIA. i F. U 4 L$ L 4 1, SCALE s I I n_ It—O" to ° $n 4n SCALE. 1 - t -D FOlJLJI�ATIarL fltRA{N SCALE s I" = I'_Oa II 2x PONY I LL. ie IS 6 FOUNDATION INAaLL 1� LATERAL nETAIL 20 Ll�?�L PETAL 2X6 P.T. TOP RAIL FRAMI $ VARIES �•9: ' (2) '>*4 BAR CONTINUOUS DiN1EN5ION _ STi1D5 E'ER PLAN BATT INSULATION PER PLAN 2X STUDS 1�R PLAN BATT INSULATION PLANXX - t0 'X' III JSTS. PER PLAN IX4 P.T. EACH SIDE BATT" INSULATION PER PLAN 2X2 P.T.PT. PICKETS t✓ 3I5 O.L. DESIGNED BY: DATE: XXX jj 4,. I :, ,, i:: da FINISH PER ELEVATION OVER BATT INSULATION PER PLAN BATT INSULATION PLAN INSTALL 5/8" TYPE Gyis. 3/4" T.$6. PLYWOOD WEIFLOOR 6LUED $ NAILED iX4 P.T. EACH 51PE DRAWN BY: DATE: XXX XXX (_ '. #4 BAR a 16 O.G. Imo- 177 ) .t. " VERTICAL IN CENTER 7 LB. BUILDING PAPER OR AIR INFILTi QON BARRIER. `736. PLY)WOD 5UBFLOOR 5/4' T.46. PL`1 AO00 $-NAILED _ S11 4X4 P.T. POST PROJECT MANAGER: r•,°? ` �a"' °' a,t OF WALL. (ALTERNATE OVER SHEATHING PM PLAN 6WED $NAILED GLUED 't •r; ;.•,M' • _ ;� F3/4° tit ?JCA P.T... DEGKiPtG I �•EVISED XXX BY: DATE: • i ". ` ° n • - 1 #4 BAR g IO" O.G. x I'-O" MIN GRANULAR .- '�„,"tr,� _ +t . �M '.. DMRAINIh16 a .",gi ;r `. HORIZONTAL d Z - FLASHING { >� SOLID BLOCKING t �.. ; ' . i. o. - Z BACKFILL •:��. :; ,1 _Iff BAC QO M { Z 2X' P.T. I BEAM PER PLAN t WATERPROOF Q sn 6° MiN. FLR .J5T5. PER' PLAN FLR .1575. PER PLAN Q 4aV 66 qr�NIIL BLACK VS. P.T. BLOCKING 2 X 4 CLEAT i !k". ?ac P. T. SILL PL. Y'Ll ANG BOLTS :2'x2°X3/{6' 2X P. T. SILT Pl.. WI ANChIOR� LTB 1 211x211X3/Ibn = ' a i . - i (_; MEMBRANE , . � w�h t;,• :1 . .y; "fr�P` •- �i -a soft MAX. OVER 4" GRANULAR FILL EACH SIDE $OTTOM OF $EAM (2) 1/2 X5 1/2 ••-PER LATERAL BY: DATE �--- . ♦ .. " .. !• .. :: a.•' a ;� ; . • "1 4 GONG. SLAB I ° O G. ^ (E)' #4 BAR _. PER SHEAR WALL 5GIED. 12° PER S!-EAR lNALL 5GFlECD. 12" .. Mld� • ° .' : d: '..,,'. ' 'r "' a Z P q P. T. P05T PER PLAN GARBAGE BOL75 � J015T.$ P05T XXX XXX :. •ilk''. OVER 6. MIL. BLACK T G Wf-ALL T.t: 1Mr .. -� ', V.B. OVER 4': 2 ° V. s:.r is . its GONTOC 30US 3 - 'dl ' I MAX $ 4 I/2" MIN. FROM ENDS. ' /� $ T M�NT. ly+.�+t�T�I1iE'' . n j $. W/ Z_ MAX. G 4 1/2" MIN. Fi20M ENDS. ti fi' /ems 1} I° NT. Lir+ :� I) 1 - n a ; I,. A. Wt �-,=�.--�a-+�x,::q•: a.:.:.: ::.`. �:..,, �...«..:.`:.�:.>':: •.; .; ..•'y. itis THRU n _ 2IMP50N A54 (5)5/8°x5 LAS SCREWS �{INa ANGATERAL ti 6 MIL SLACK V. H. F.T.P. DECK JOIST PER PLAN THROUGH P.T. LEDGER J06 NUMBER: xx-xxx d: GRANULAR FiLL _ U 5/8 AIA. X 10 . A. 40" O:G� USE 5/S DIA X 10 B. _� G� ,:..:.•.:.�...:.,�,.:..:.:.::-:..t.:,• .:ti.....t. n:.::.-::, ii I ' EACH POST INTO. RCM .1ST. ®16" D G. .'. :. _ _1111F..-I i I- ! °1 �`� �•+� 'ti;�'i ti :lk� . �' .!�-i =� e r'. r , o'°• .. I , ' • ....•" . '� ' ' J— _) 119=)19��" ,%<�- �•", a�T-r '—`.."it�+�j' ,�frr ^.. . • _� .. : Z T16HiiiNE ( 1 �i I _ ( '.' •- -'' d+ 2x2"X3/16" WASHERS A n = BAR VERTICAL a IS OCG. '$ c c6 2'X2'x9116" ®48" O .:. I #4 BAR VERTICAL ®t IS" OG. °.• ... :. _ _ f I � 1 M1 t (9� I - - i 1- iI—li! !� - _ - - =I POST GAP PER PLAN (STAG6I:RED) [ ( j '''��y(t''I}} :( 11511 I—MINI I—k "4' • " . d d" 19— I__ 9I i P.T. POST PER PLAN 3 {f�� e.,. r: A2 1 —� t„k, �I9��I,.-;r°'t.ww?cr+}a;;:.t ...w ', - -... a•.i.«+. yr2tw ;ss�,ye>3: =,}�i.'•_:s:,;y yP4•}•, i�r:fJ,,�'•"b; �" •f iI' _ 'N 1iAj ♦•RsjYi•,'.+.'Y�M-'± ••. '. R,.y t-:,„Y. (2)#4BAR''MIL. �,��,(y}�y ��y� +:"• .�' 1' l j� 0 FTREQUt �ifl s{— .••..� .. •' Hr%RIZONT'AL.G. �� y BLAC•aIC V. B. .....-. .f'kORtiaNTAL� IO.G... ,.. I+- & MIL. SLACK V. 5..777 - _ •, I... iT s . _ [�f 1 t Ihl--••77— .r —ISoLAT>=D �oorlNG1�=1 PLAN F05T BASE PER PLAN ! 2) #4 BAR CONTINUOUS -dl,-. •. di _ r'i a',,.: . °'•�..••ih.•- . �} .a. —. _ _—.._....�,.. sA :Ji _" I I=I I ° .•�. ie '�! �� Li✓1� 1 fl'1Vt/Yf... •A atm tom, �-� _.:;;5,. a T f�_,`.�• '�-=� T li= _�_ �;�,�#"•s"��"��� ,s .r- B” CLEAR 'moi 9 f-1 9 .Cs: ..::�i ."-9.it' Its—s s t— -.. n5 a3t� ��NiTit llS I''4° i —119=91 :,<..,I� _ 11'1-'{-�I { I-.= I _ �1—I I I� { I - O i•. 4 V a. D . 't 4' 11 { I� -- I I I-1 i l-1 t C--I '% _ 'a•-r - . I I III— 91 jA� � F5 2 G �J� FUi I� Standard Truss] Scissor Truss Roof Framing Assembly: MAIN ROOF Roof Area: 1040 sA Ventilation Required: 1040 s.f. x 144 s.i. / sA / 300 = 499.2 s.i. Req'd f Remainder to be installed at eaw vents. Upper Roof Ventilation: Y: y Upper Ventilation MAX Req'd = 499.2 s.i. x 0.8 / sJ, of each vent = 7 vents Protide: 5-10'xT' roof jacks, Ventilation= 250,00 sJ, Cti7 Eave Ventilation: r Eave Ventilation Req'd = 249.20 s.L / s.i. per 11 = 70.54 Lf. Provide : 71 11 birdblocking. Ventilation = 250.81S.11 Total Ventilation Provided = 500.81 &1. IS GREATER THAN: 499.2 s 1. Req'd Combination WHOLE HOUSE VENTILATION AS A DEFAULT OPTION 1 IS SELECTED AND A VENTED WINDOW IS REQUIRED IN EACH HABITABLE ROOM. IF ANOTHER OPTION IS SELECTED VENTED WINDOWS ARE NOT REQUIRED. • - 6Fl r� Fan OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. Carbon n- *flow rating @ 0.25" WG Monoxide MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL *Whole house fans located 4 ft. or less from interior grille to OPTION & INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN (IRC M1508.6) PROVIDE OUTDOOR AIR AT 45 CFM @ 0.40 WG PER IRC TABLE M1508.2 that have attached garages have a sone rating of 1.0 or less measured c!i 0.1" WG INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER IRC TABLE MI 508.6.2 4 BACK -DRAFT DAMPER SELECTION: 17.68 CALIBRATED MANUAL VOLUME DAMPER DOOR WSEC MANUAL VOLUME DAMPER 0.00 Wexemptdcor).' AUTOMATIC FLOW -REGULATING DEVICE 0.00 OPTION 4. INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (IRC M1508.7) )W= 0.00 0,00 w� 37.9 7.6 AREA WEIGHTED U = UAIAREA: Ulfy k � SUM OF AREA AAO UA FOR HEATING SYSTEM SIZE ONLY (include exempt door): 37.9 7.6 VERTICAL GLAZING (WINDOWS, GLAZED DOORS using exception 602.6 #1) (ALL WINDOWS ARE DOUBLE GLAZED) ROOM TYPE REF MODEL FRAME GAS LO£ E PKG U-VAL SPCRS QTY W H AREA UA FOYER PICTURE MILGARD 8320 VINYL AIR IYES NO a32 E. MAX 1 200 5.(101 WSEC CHARTER 6 HEATING SYSTEM SIZING I Fvl THIS PROJECT IS USING A HEATING ONLY SYSTEM. THIS FORM IS BEING USED FOR HEATING SIZING AND THE GLAZING SCHEDULE FOR WINDOWS, SKYLIGHTS AND DOORS TO SIZE THE HEATING SYSTEM ❑ THIS PROJECT IS USING A HEATING AND COOLING SYSTEM. THIS FORM IS NOT BEING USED. A MANUAL J OR EQUIVALENT CALCULATION WILL BE PERFORMED AND SUBMITTED SEPARATELY. Simple Heating System Size: Climate Zone 1 Indoor Design Temperature 70 Outdoor Design Temperature 22 Design Temperature Difference Indoor- Outdoor Design Temp 48 Conditioned Floor Area 1450 Conditioned Volume 13050 of UA from Glazing Schedule R-49 R-38 Advanced Other. 91.6 1.11 -Factor X Area = UA 0.027 0.026 1040 27.04 j igle Rafter or Joist Vaulted Ceilings U -Factor X Area UA RVented 0.027 Other r ove Grade Walls 1.11 -Factor X Area = UA R-21 0.056 2052 114.91 Other. Iors U -Factor X Area = UA R-30 0.029 560 16.24 Other low Grade Walls U -Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Other. ib Below Grade F -factor X Length - UA 2' Depth 0.59 3.5' Depth 0,64 7' Depth 0.57 Other ib on Grade F -factor X Length = UA R-10 2' perimeter 0.54 R-10 Full - Heated 0.55 Other. of UA 297.31 Envelope Heat Load 14271 Btu / Hour Sum of UA X Design Temperature Difference Air Leakage Heat Load 6765 Btu / Hour ((Volume X 0.6) X Design Outdoor Temp) X.018)) Building Design Heat Load 21036 Btu / Hour Air Leakage + Envelope Meat Loss Building and Duct Heat Load (� 21036 Btu / Hour Use 1.15 if ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 Use 1 if ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 31554 Btu / Hour Building and Duct Heat Loss X 1.50 Increase to Maximum Heat Equipment Output 250% 52590 Btu / Hour With 90°lo High Efficiency Furnace JLJJ F ME r. c_J t� Ir �Jl n tL*- ALARM SCHEDULE ROOF VENTILATION Standard Truss] Scissor Truss Roof Framing Assembly: MAIN ROOF Roof Area: 1040 sA Ventilation Required: 1040 s.f. x 144 s.i. / sA / 300 = 499.2 s.i. Req'd Provide between 50% & 80% of total required ventilation @ min. 3 ft. above ease vents. Remainder to be installed at eaw vents. Upper Roof Ventilation: Y: y Upper Ventilation MAX Req'd = 499.2 s.i. x 0.8 / sJ, of each vent = 7 vents Protide: 5-10'xT' roof jacks, Ventilation= 250,00 sJ, Ventilation area remainder for eave vent = 249.20 sJ. (Req'd vent -Upper vent) Eave Ventilation: 1 cam, Eave Ventilation Req'd = 249.20 s.L / s.i. per 11 = 70.54 Lf. Provide : 71 11 birdblocking. Ventilation = 250.81S.11 Total Ventilation Provided = 500.81 &1. IS GREATER THAN: 499.2 s 1. Req'd Combination WHOLE HOUSE VENTILATION AS A DEFAULT OPTION 1 IS SELECTED AND A VENTED WINDOW IS REQUIRED IN EACH HABITABLE ROOM. IF ANOTHER OPTION IS SELECTED VENTED WINDOWS ARE NOT REQUIRED. • - OPTION 1. INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS (IRC M1508.4) 45 MIN. CFM @ 0.25 WG EXHAUST FANS FLOW RATING PER IRC TABLE M1608,2 r� Fan OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. Carbon n- *flow rating @ 0.25" WG Monoxide MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL *Whole house fans located 4 ft. or less from interior grille to OPTION & INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN (IRC M1508.6) PROVIDE OUTDOOR AIR AT 45 CFM @ 0.40 WG PER IRC TABLE M1508.2 that have attached garages have a sone rating of 1.0 or less measured c!i 0.1" WG INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER IRC TABLE MI 508.6.2 4 BACK -DRAFT DAMPER SELECTION: 17.68 CALIBRATED MANUAL VOLUME DAMPER DOOR WSEC MANUAL VOLUME DAMPER 0.00 Wexemptdcor).' AUTOMATIC FLOW -REGULATING DEVICE 0.00 OPTION 4. INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (IRC M1508.7) )W= 0.00 0,00 SUMOF GLAZINGAREA, DOORAREA, AMD0.0 37.9 7.6 AREA WEIGHTED U = UAIAREA: 0.20 SUM OF AREA AAO UA FOR HEATING SYSTEM SIZE ONLY (include exempt door): 37.9 7.6 VERTICAL GLAZING (WINDOWS, GLAZED DOORS using exception 602.6 #1) (ALL WINDOWS ARE DOUBLE GLAZED) ROOM TYPE REF MODEL FRAME GAS LO£ E PKG U-VAL SPCRS QTY W H AREA UA FOYER PICTURE MILGARD 8320 VINYL AIR IYES NO a32 E. MAX 1 200 5.(101 10.00 3.20 FOYER PICTURE MILGARD 8320 VINYL AIR INES NO 0.32 E. MAX 1 5.00 4,00 20.00 < 1: C 3D 0.32 EDGE 1 8.00 6.00 48.00 15.36 DINING S.G,D, MILGARD 8621 VINYL AIR IYES NO 0.32 E. MAX 1 5.00 6,83 34.15 10.93 KITCHEN SLIDER MILGARD 8140 VINYL ARGON IYES 3D 0.32 EDGE 1 5.OD 3,92 19.60 6.27 BEDROOM SLIDER MILGARD 8140 VINYL ARGON IYES 3D 0,32 EDGE 1 5.OD 4.00 2100 6.40 ALARM SCHEDULE ROOF VENTILATION Standard Truss] Scissor Truss Roof Framing Assembly: MAIN ROOF Roof Area: 1040 sA Ventilation Required: 1040 s.f. x 144 s.i. / sA / 300 = 499.2 s.i. Req'd Provide between 50% & 80% of total required ventilation @ min. 3 ft. above ease vents. Remainder to be installed at eaw vents. Upper Roof Ventilation: AF50 Roof Jack (10" x 7") = 50.00 s.i. each. Upper Ventilation MIN. Req'd = 499.2 s.i. x 0.5 / s.i. of each vent = 5 vents Upper Ventilation MAX Req'd = 499.2 s.i. x 0.8 / sJ, of each vent = 7 vents Protide: 5-10'xT' roof jacks, Ventilation= 250,00 sJ, Ventilation area remainder for eave vent = 249.20 sJ. (Req'd vent -Upper vent) Eave Ventilation: Birdblocking: (3)2" dia holes per bay = 4.71 s.i. 111 - 25% reduction = 3.53 &L 111 Eave Ventilation Req'd = 249.20 s.L / s.i. per 11 = 70.54 Lf. Provide : 71 11 birdblocking. Ventilation = 250.81S.11 Total Ventilation Provided = 500.81 &1. IS GREATER THAN: 499.2 s 1. Req'd Combination WHOLE HOUSE VENTILATION AS A DEFAULT OPTION 1 IS SELECTED AND A VENTED WINDOW IS REQUIRED IN EACH HABITABLE ROOM. IF ANOTHER OPTION IS SELECTED VENTED WINDOWS ARE NOT REQUIRED. • - OPTION 1. INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS (IRC M1508.4) 45 MIN. CFM @ 0.25 WG EXHAUST FANS FLOW RATING PER IRC TABLE M1608,2 T Fan OUTDOOR AIR DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. Carbon OPTION 2. INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM (IRC M1508.5) PROVIDE OUTDOOR AIR AT CFM PER IRC SECTION M1508.3 *flow rating @ 0.25" WG Monoxide MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL *Whole house fans located 4 ft. or less from interior grille to OPTION & INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN (IRC M1508.6) PROVIDE OUTDOOR AIR AT 45 CFM @ 0.40 WG PER IRC TABLE M1508.2 that have attached garages have a sone rating of 1.0 or less measured c!i 0.1" WG INCH SMOOTH OR INCH FLEXIBLE OUTDOOR AIR INLET DUCT PER IRC TABLE MI 508.6.2 'the 2009 IRC sections M1507 and M1508 must be met. BACK -DRAFT DAMPER SELECTION: 17.68 CALIBRATED MANUAL VOLUME DAMPER DOOR WSEC MANUAL VOLUME DAMPER 0.00 Wexemptdcor).' AUTOMATIC FLOW -REGULATING DEVICE 0.00 OPTION 4. INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM (IRC M1508.7) )W= ALARM SCHEDULE VENTILATION SCHEDULE 2009 IRC SECTIONS M1607 & M1608 SYMBOL LOCATION MINIMUM FAN REQUIREMENTS Smoke *110 V interconnected w/ battery backup SA Alarm Bath, Powder, Min. 50 cfm @ 0.25" WG (IRC TABLE M1507.3) A Laundry 6027.2 EXCEPTION RATIO (riot to exceed 1%): B Kitchen Min. 100 cfm @ 0.25" WG (IRC TABLE M1507.3) (Range hood or down draft exhaust fan rated at min. 100 elm Combination *installed outside of each separate sleeping area in the at 0.1011 WG may be used for exhaust fan requirement.) Smoke Whole House Min. cfm = 45 AT 0-25 WG (IRC TABLE M1508.2) C Fan (based on 1,450 s.f. floor area & 3 bedrooms) Carbon *carbon monoxide alarms to be installed in dwelling units within *flow rating @ 0.25" WG Monoxide which fuel -fired appliances are installed and in dwelling units *Whole house fans located 4 ft. or less from interior grille to Alarm that have attached garages have a sone rating of 1.0 or less measured c!i 0.1" WG All fans to vent to outside. All other requirements of the 2009 WSEC and 'the 2009 IRC sections M1507 and M1508 must be met. ALARM SCHEDULE 2009 1 RC SECTIONS R314 8r R315 SYMBOL DESCRIPTION REQUIREMENTS SUM OF UA FOR HEATING SYSTEM Smoke *110 V interconnected w/ battery backup SA Alarm *installed on each floor and in each sleeping area 4 MIL POLY ❑ FACE STAPLED BACKED BATTS *listed in accordance with UL 217 and installed per the 6027.2 EXCEPTION RATIO (riot to exceed 1%): 0.00% household fire warning equipment provisions of NFPA 72 4a Combination *installed outside of each separate sleeping area in the SA CM Smoke immediate vicinity of the bedrooms DOOR % GLAZING Alarm & *smoke alarm requirements per above ROOM TYPE REF Carbon *carbon monoxide alarms to be installed in dwelling units within AREA Monoxide which fuel -fired appliances are installed and in dwelling units I IWOODIAO�.20O% Alarm that have attached garages 4.01 GARAGE DOOR WSEC *carbon monoxide alarms listed as complying with UL 2034 0.00 17.68 and installed per manufacturer's installation instructions Chapter 9 Options Total of 9 Credit Required Option GLAZING SCHEDULE --VAPOR RETARDER-----, la CONDITIONED FLOORAREA: 1450 SUM OF UA FOR HEATING SYSTEM SIZING: 91.6 SUM OF ALL GLAZING AREAS FROM BELOW: 263 ❑ 4 MIL POLY ❑ FACE STAPLED BACKED BATTS GLAZING TO FLOOR AREA RATIO: 18.1% 6027.2 EXCEPTION RATIO (riot to exceed 1%): 0.00% EXTERIOR DOORS 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating DOOR % GLAZING DOOR DOOR ROOM TYPE REF MODEL FRAME GAS LO -E LAYERS UVALGLAZEDQTY W H AREA AREA UA FOYER DOOR JWSEC I IWOODIAO�.20O% Q00 20.04 4.01 GARAGE DOOR WSEC WOOD 0.00 17.68 3.58 DOOR WSEC WOOD 0.00 Wexemptdcor).' 0.00 0.00 ONE EXEMPTSWINGNG DOOR MAX24 S.F. )W= 0.00 0,00 SUMOF GLAZINGAREA, DOORAREA, AMD0.0 37.9 7.6 AREA WEIGHTED U = UAIAREA: 0.20 SUM OF AREA AAO UA FOR HEATING SYSTEM SIZE ONLY (include exempt door): 37.9 7.6 VERTICAL GLAZING (WINDOWS, GLAZED DOORS using exception 602.6 #1) (ALL WINDOWS ARE DOUBLE GLAZED) ROOM TYPE REF MODEL FRAME GAS LO£ E PKG U-VAL SPCRS QTY W H AREA UA FOYER PICTURE MILGARD 8320 VINYL AIR IYES NO a32 E. MAX 1 200 5.(101 10.00 3.20 FOYER PICTURE MILGARD 8320 VINYL AIR INES NO 0.32 E. MAX 1 5.00 4,00 20.00 6.40 LINING SLIDER MILGARD 8140 VINYL ARGON IYES 3D 0.32 EDGE 1 8.00 6.00 48.00 15.36 DINING S.G,D, MILGARD 8621 VINYL AIR IYES NO 0.32 E. MAX 1 5.00 6,83 34.15 10.93 KITCHEN SLIDER MILGARD 8140 VINYL ARGON IYES 3D 0.32 EDGE 1 5.OD 3,92 19.60 6.27 BEDROOM SLIDER MILGARD 8140 VINYL ARGON IYES 3D 0,32 EDGE 1 5.OD 4.00 2100 6.40 BEDROOM SUDER MILGARD 8140 VINYL ARGON YES 3D 0,32 EDGE 1 5.OD 4.00 20.00 6,40 MSIR BEDS SLIDER I MILGARD 1 8140 VINYL ARGON YES 3D 0.32 EDGE 1 5.00 4A0 20,00 6.40 MSTR BATH S.HUNG MILGARD 8720 VINYL ARGON YES 3D 0.31 EDGE 1 200 3.00 6.00 1.86 REG ROOM SLIDER MILGARD 8140 VINYL ARGON YES 3D 0.32 EDGE 1 6.00 4,00 24.00 7.68 REG ROOM S.G.D. MILGARD 8621 VIM L AIR YES NO 0.32 E. MAX t 6:00 683 40.98 13.11 0 0.00 0.00 1 0,001 a00 SUM OF AREA AND UA: 1 282.731 8&01 AREA WEIGHTED U = UAIAREA: 1 0.32 OVERHEAD GLAZING ROOM TYPE REF MODEL FRAME GAS LO£ LAYERS U VAL QTY W H AREA UA SKYLIGHT MILGARD 790 JALUM ARGON YES DBL 0.49 0 0.00 0.001 0,00 0.00 SKYLIGHT MILGARD 79D ALUM ARGON 0.49 0 0.00 DAO YESLDBL 0.00 0.00 SKYLIGHT MILGARD 790 ALUM ARGON YES0.49 0 0.00 0,00 0.00 0.00 SKYUGHT MILGARD 790 ALUM ARGON YES0.49 0 0,00 0.00 0.00 000 SKYLIGHT MILGARD 79D ALUM ARGON YES0.49 0 0.00 0.00 0,00 0.00 SKYLIGHT MILGARD 790 ALUM ARGON YES0.49 0 0-00 0.00 0,00 0.00 SUM OF AREA AND UA: 0.001 0.00 AREA WEIGHTED U = UAIAREA: 0.00 DOUBLE GLAZED GARDEN WINDOWS (section 602.7.2 exception) ROOM TYPE REF MODELFRAME GAS LO-ELAYERS QTY W H AREA GARDEN IMILGARD 5920 1VIWL JARGON YES DBL 0 0,00 0.00 GARDEN MILGARD 5920 VINYL ARGON YES DBL D 0,00 0.00 SUM OF AREA: 1-0 SUM OF AREA X 3 (enter this value In the glazing area Wag: GLAZING UA FOR HEATING SYSTEM SIZE ONLY -AREA X 1.2: Chapter 9 Options Total of 9 Credit Required Option Option Description --VAPOR RETARDER-----, la FLOOR ❑ 4 MIL POLY ❑ FACE STAPLED BACKED BATTS ❑v PLYWOOD WI EXT. GLUE WALL ❑ 4 MIL POLY ❑ FACE STAPLED BACKED BATTS 0 PVA PAINT CEILING ❑ ❑v 4 MIL POLY ❑ FACE STAPLED BACKED BATTS I] PVA PAINT NOT REQUIRED IF VENTILATION SPACE AVERAGE 12" ABOVE INSULATION Chapter 9 Options Total of 9 Credit Required Option Option Description 1.0 n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1.0 la High Efficiency HVAC Equipment 1 lb High Efficiency HVAC Equipment 2 1C High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit g Renewable Electric Energy i 1*1200 kwh Total Credits MAX DOOR U -VALUE ALLOWED Copied by permission from Washington State University Extension Energy Program M 2009 WASHINGTON STATE ENERGY CODE CHECKLIST n U CHAPTER 6 PRESCRIPTIVE - CLIMATE ZONE 1 PROPOSED INSULATION xxx OPTION NUMBER It CEILINGS R-49 MAX GLAZING PERCENTAGE ALLOWED 25% VAULTED CEILINGS R-38 PROPOSED PERCENTAGE GLAZING 18.12% ABOVE GRADE WALLS R-21 IM MAX VERTICAL U -VALUE ALLOWED 0.32 BELOW GRADE WALLS (INTERIOR) R-21 TB PROPOSED VERTICAL U -VALUE 0.32 FLOORS OVER UNHEATED SPACES R-30 MAX OVERHEAD U VALUE ALLOWED 0.50 SLAB ON GRADE R-10 PROPOSED OVERHEAD U VALUE DAO DUCTS IN UNHEATED SPACES R-8 MAX DOOR U -VALUE ALLOWED 0.20 PROPOSED DOOR U -VALUE 0.20 1VA1 11 t� a 0 m to�oW }Q�]yj-,-- W Oi ZZON�Ns =pa�m¢wozv�wi� UK F=Lt wN UWZawanJaWW0 OF199 2wT MW Nowo�Z=3¢z¢z r- o0 oa�zWw Fzw a W W WWQa'W W=JF 'Z�QN0� oMF-5-0 "Hzzl-" Z�Mn 0o<mo<WF-ME_" w 01= ¢OQF 7§ a.p K¢ ILZWF �>waW« V)II- M XXX XXX n U W c ?� < Z to xxx 3 W m wnF_ �!9U N 2 It REVISED BY: ® p V ogg T QI T N iw- w o W wpm Z Mp Z r <C Z =i; i s .mf+l- trusses !at 24" o,c. instal, bpffltq extend 1 "------- Move- msu ation R-38 insulation vented blocking at alt. loi'.W•'' u L c� IrrI,,M1. �},n •l fY I�1 -�' a f•./ Y mfg; wood tap sidin (,omit w/ single wal const 15'# building pdper pplywd. sheathing tp ywd. siding w/ single wall. ccarlst.3 R-2tbatt. instil, W/ V.B. 5/4" trim surround vinyl frme, instil. grass window 1 1/2" gwb - headers per plan I v I, _ . --- re aif ` rCirig'per detr _ 410 rightline for roof dram 4 pert ftg, drain 16" T***' F I C`A L BALL Std SCALE: 1/2" = 1'-0" ROOF FRAMING NOTE5: I. ' 2x(b at 1'-"4" o.c, std wall 2. ALL BEAMS 8 HEADERS TO BE 4x10 DF#2 O 2x4 WALLS h 6x8 DF#2 OR .. ,�, ? 5/4 xi0,. trim board y ,�t� cono. slab / 4 granular fila PROVIDE VENTED SLOGGING OVER SUPPORTS. 2x>opt. woad sill I I R-10 rigid inset., 5. �R — _ r4 6. ME! I, _ . --- re aif ` rCirig'per detr _ 410 rightline for roof dram 4 pert ftg, drain 16" T***' F I C`A L BALL Std SCALE: 1/2" = 1'-0" u TION fh Utdjl�hl Q Lis Fx•yT-�Nlp A I-•F.A_. - lusru4,n-�,i.E... r I i 5U I LI:;� I N6; SEC -710N 'A' SCALE: 1/4" = 1'-0" Crz 3 C I� 1koof= FRAM I NO FLAN c -~,r e:, I ty SCALE: 1/4" = 1'-0" ROOF FRAMING NOTE5: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8 CONDITIONS en PRIOR TO CONSTRUCTION. 2. ALL BEAMS 8 HEADERS TO BE 4x10 DF#2 O 2x4 WALLS h 6x8 DF#2 OR 4x10 DF#2 p 2x6 WALL5 U.N.O. 5. PROVIDE VENTED SLOGGING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED. 5. WINDOW HEADERS ® '1'-0" ABOVE FIN15HED FLOOR ® MAIN FLOOR U.N.O. r4 6. ME! L+^ Ill * SHALL CARRY MANUFAC NRER'S STAMP. "`111• J `' * SHALL HAVE DESIGN DETAILS § DRAWIN65 ON 51TE FOR FRAMING f; * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT FF APPROVAL OF ENGINEERS CALCULATIONS. ` t •1. ■ INDICATES POINT LOAD SUPPORTED BY (2) 5TU175, U.N.O. 5. INSTALL SHEAR WALL5 8/OR SLOGGING IN ROOF STRUCTURE BEFORE IN5TALLINS FINISH ROOFING. q. SEE SHEET Al FOR ADDITIONAL NOTES. 10. SEE SHEET A5 FOR ROOF VENTILATION CALCULATION(S). ~ri© i?�ln�l . • � ram--;. c) u TION fh Utdjl�hl Q Lis Fx•yT-�Nlp A I-•F.A_. - lusru4,n-�,i.E... r I i 5U I LI:;� I N6; SEC -710N 'A' SCALE: 1/4" = 1'-0" Crz 3 C I� 1koof= FRAM I NO FLAN c -~,r e:, I ty SCALE: 1/4" = 1'-0" ROOF FRAMING NOTE5: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 8 HEADERS TO BE 4x10 DF#2 O 2x4 WALLS h 6x8 DF#2 OR 4x10 DF#2 p 2x6 WALL5 U.N.O. 5. PROVIDE VENTED SLOGGING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED. 5. WINDOW HEADERS ® '1'-0" ABOVE FIN15HED FLOOR ® MAIN FLOOR U.N.O. WINDOW HEADERS o 6'-8" ABOVE FINISHED FLOOR ® LOWER FLOOR U.N.O. 6. ALL TRUSSES: * SHALL CARRY MANUFAC NRER'S STAMP. * SHALL BE INSTALLED B BRACED TO MANUFACTURERS SPECIFICATIONS. * SHALL HAVE DESIGN DETAILS § DRAWIN65 ON 51TE FOR FRAMING INSPECTION. * SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT FF APPROVAL OF ENGINEERS CALCULATIONS. 1 * TRU55 HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS ENGINEER. •1. ■ INDICATES POINT LOAD SUPPORTED BY (2) 5TU175, U.N.O. 5. INSTALL SHEAR WALL5 8/OR SLOGGING IN ROOF STRUCTURE BEFORE IN5TALLINS FINISH ROOFING. q. SEE SHEET Al FOR ADDITIONAL NOTES. 10. SEE SHEET A5 FOR ROOF VENTILATION CALCULATION(S). 1-1 g t"ON VZOO_IW Up WU WZZ¢ FZ-��YZNUNWI- UFa�mawf�ll¢LLaw < wUz � 50uowaNaoO owQUWz ot-"� o��z�x tizzy Wz QF- ZQW W OUO�n.O 1-0 p LL=WNt-NZN N� O�Z=3GyZZU �� FOFQ—QZ 2 U 4.4-zWw W N(jX¢¢.MOSMWn 6� =Z�QNJwU SM W UN-�¢�� NNZ OI -=OZ< =ovu�iKcz HZ 02 izWWv~ia�oF¢mo¢F N o <OUWF�ROO�t,iU QOQ W*�0 O0 YK azw��>arlw¢a � ►me� V ♦ N OU V) O V Lu 3t 5 W W��k J�2 Z� � Q x LL 088 U T'Q T � W N �N le LU O co �mvTj Z <C Z = 0- W W LU LLL LL LL T IL ii O AV ern r.� IrI i r LU Z FF n 1 W DESIGNED BY: DALE: XXX XXX DRAWN BY: XXX DATE: XXX 5, 1-1 g t"ON VZOO_IW Up WU WZZ¢ FZ-��YZNUNWI- UFa�mawf�ll¢LLaw < wUz � 50uowaNaoO owQUWz ot-"� o��z�x tizzy Wz QF- ZQW W OUO�n.O 1-0 p LL=WNt-NZN N� O�Z=3GyZZU �� FOFQ—QZ 2 U 4.4-zWw W N(jX¢¢.MOSMWn 6� =Z�QNJwU SM W UN-�¢�� NNZ OI -=OZ< =ovu�iKcz HZ 02 izWWv~ia�oF¢mo¢F N o <OUWF�ROO�t,iU QOQ W*�0 O0 YK azw��>arlw¢a � ►me� V ♦ N OU V) O V Lu 3t 5 W W��k J�2 Z� � Q x LL 088 U T'Q T � W N �N le LU O co �mvTj Z <C Z = 0- W W LU LLL LL LL T PROJECT MANAGER: XXX REVISED BY: DATE LATERAL BY: DATE: XXX XXX LATERAL JOB NUMBER: XX -XXX A� ANW WOODINVILLE OFFICE JOB NUMBER: 110045 IL ii O AV ern Z DESIGNED BY: DALE: XXX XXX DRAWN BY: XXX DATE: XXX PROJECT MANAGER: XXX REVISED BY: DATE LATERAL BY: DATE: XXX XXX LATERAL JOB NUMBER: XX -XXX A� ANW WOODINVILLE OFFICE JOB NUMBER: 110045 111111111001113 4 I j �..t�l off= �•N•r'�•_�� A� � .mss k fi ALEGUTIL Re as I GARAGE NOTE: . IN; h" G.W.B. WALL5 4 POSTS. fib" rti Sii� GTILEN65 8W BEAMS. �n� 3 jl®Cil 'ti1St err'�'i:1`' ;' f d!(. ,5,14'xaI" PSL 2.0E 5/4°x91/2" 051- 2,0E — I 4 I . / 3�v� . I ({ 1 '� Ica°•�" f1 a .a Ic+l t7l • " , ' i + i _ I- fz4i"'gaN grage e' I 1 f �+ Jj MIL.. V 5. 'f.> . 114 I i uu Flli. , x a 'FlAv, Vigo 57 S n.td I i 4 2�C� IC 4x10 DF#2._," I� cS, '4x8 DF #2 9 4 N _ N F"ONUZ8 WVO UWZZ¢ yW5 FZ-SO>2NUVJWI- UFWUZ6.WNj1'_d KUNUOwa-0n 0 ¢ W¢VWZ 0Z'E znw Ot_z or=-(-_(��z¢wa 0U0wn--03 FOOF N���WZFNZN a. a0jR0'Ow'�N Ld W V��ozNw-r ' OZ�Q�oW(~jFN=� W 0(/a�¢F� 000 0r::)Z<itn T. 0,/1 w Nd ESSOF¢Q70¢H �MOWF-F-K00�:ju azw��s>,,.a�¢¢ '..� a U C V rn z W W w J V• 2 F-_ 088 V wN n Ce O w�� m z�m QZ =LLj �Ujj ¢u- LOU. �p O z 1D I�� LOOK PLAN NO,T'E5: -�-- . I. CONTRACTOR SHALL VERIFY ALL NOTES, VIMEN51ONS ff ; CONDITIONS PRIOR TO CONSTRUCTION. �� y 2. WINDOWS DOORS ARE SHOWN &NOTED AS NOMINAL SIZES. = I I Liw� ll S. EXTERIOR WALL5 TO BE 2xb i5TUD5 Ib" O.G. U.N.O. G' b. '. �O `'. -+- =.} •GD c.:. ' 4 ■ INDICATES POINT LOAD' SU BY (2) STUDS - ISI / 11, p CeI rya 1,8r) i 1 d 5. 'SMOKE DETECTORSi SUPPORTED , U.N.O. A. . *SHALL BE IIOV INTERCONNECTED W/ BATTERY BACKUP. lay d}w,,l ItJ j"`SHALL BE INSTALLED ON E.Air- FLOOR AND IN ALL BEDROOMS c1 e5' o,A. T:' _. .... - I IN t AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. "SHALL EACH 5EPERATE-SLEEP G' *SHALL BE LISTED IN ACCORDANCE WITH UL2I"i 6 INSTALLED __ M�L®®- _ PER THE HOUSEHOLD FIRE RD NTNG V41TH UMENT PROVISIONS OF �I y� �I L ( �p 0U 1 la / 7I O I l: 0� 4 FLOOR PLAN NFPA72. - b. PROVIDE STAIRWAY ILLUMINATION PER LR.G. 8303.6 SCALE: 1/4 - 1'-0" -1, SEE SHEET Al FOR ADDITIONAL NOTES. ELEVATION NOTES: SCALE: I/4 = 1'-0" 8. SEE SHEET A3 FOR VENTILATION SCHEDULE. a. WINDOW HEADERS a -I'-0" ABOVE FINISHED FLOOR m MAIN I. VERIFY SHEAR WALL NAILING S HOLDOWN5 PER PLAN PRIOR TO INSTALLING 51DIN6. v FLOOR, V-8" ABOVE FIN15HED FLOOR ® LOWER FLOOR U.N.O. 2. MASONRY $ WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10. 9. PROVIDE A VENTED WINDOW ,IN EACH HABITABLE ROOM. 3. CAULK ALL EXTERIOR JOINTS It PENETRATIONS. BATHROOMS, TOILET ROOMS, CLOSETS, HALLS, STORAGE OR 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G, R-103.8 AREAS ARE NOT CON51DERED HABITABLE ROOMS. 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. RR4105.2 @ 8903.2.1 b . PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. WO 10.. ALL WOOD LOCATED WITHIN 'T. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS ® ALL EAVES, TYP. UTILITY SPACES AND SIMILAR 2" OF EXPOSED CONCRETE SLAB SHALL 8. ADDIZE55 OR HOUSE NUMBER TO BE P05TED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. NUMBERS BE PROTECTED FROM DECAY A5 REQUIRED BY IRIS R311.1 ITEM 5. SHALL NOT BE LESS THAN 4 INCHES HIGH WITH �/h-INCH-WIDE STROKE AND CONTRASTING BACKGROUND. Lu i n j a9. SEE SHEET Al FOR ADDITIONAL NOTES. FOUNDATION NOTE5: I. CONTRACTOR SHALL VERIFY ALL - T� - _�__ NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. �� _>•,c�L '� 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL v' 8. ALL WOOD IN CONTACT WITH CONCRETE ©- �kTl-a Mwrt) TO BE PRESSURE TREATED. {F }" 4. SOFFIT, VENT $ INSULATE �Ml CANTILEVERED AREAS; 5. STEP FOUNDATION PER`SITE -3 b. 2,000 P.5.F. A55UMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN} l r FIELD. ' ....., a : •..',,,,.� ���R�•' , 1. SEE SHEET Al FOR ADDITIONAL NOTES. . k8 'i WM fib. • . �' -'. ''Cse ._. p+�g p' _ 8. SEE SHEET A3 FOR FOUNDATION n ;rear �✓'�Ai�.RilskJXl. VENTILATION CALCULATION. r /'�� -. - - �� �..} i.Ell, SOOTING SGI•-IEDULE -' i ____ _t_ � : �_•,,;,:, _ � � it�^ M--" SYMBOL FOUNDATION NOTES - - tiY - !, _ — .- t -wl..- ....:.,• I DESIGNED BY. D XXX XXx X DRAWN 0Y. DATE: -_ X4-'6' + [ •. _ ,,;t 36" DIAMETER X 12" THICK GONG FOOTING XXX XXX roi. ` ■ WITH 3 - #4 5AR5 E.W. // P05T B CONNECTION PER PLAN • . - - , - '"^ , • �K. ,- t. t1 PROJECT MANAGER: .. _ a�a 1 r. • ,t ' 36 XXX REVISED BY: DATE.• - - ^ _•<-.._ , .--..1 -"- -Y - -. -- : +- - t j�j +�: 30" DIAMETER X 12" THICK GONG. FOOTING - - ■ -05T 6 CONNECTION PER PLAN WITH 3 #4 BARS E.W. 30 j ('. ; . :_.I. ."..` .,L.,:,..:...._�.1.�...._» ,_'"' � � -,i .,.. •i 24" DIAMETER X 5" THICK GONG. FOOTING -- I• ;.�.. I •c ' ` I. O WITH 2 - #4 BARS E.W. 24 POST B CONNECTION PER PLAN LATERAL BY: DATE XXX XXX ::.. _ _ /. .. ( w_ lAt�_91U}N9 �. , e ■ 15" DI MAX 5"T WICK GONG. FOOTING LATERAL JOB NUMBER: , I 1 r :• � i r i' � 3 e`. ^�� 18 P05T B CONNECNIT TION PER PLAN .. 1 1 ' 1 .a-vu.�..u..r .rau: Kn:-.•.e.�_.w.rr ..-Mr -•w u`.. 1 { Aij a •. -left a1enyatio - .. .ri ht deivati6' n ,J I ' \� �I scats: 7/$"x1' -t?" • F 4R� ON 7 ELEA71 It SCALE: 1/4" = I'-0" AREA 5UMMARY LOWER FLOOR: 472 S.F. MAIN FLOOR: 9i8 S.F. TOTAL FINISHED AREA: 1450 S.F. GARAGE: 480 S.F. COVERED AREA: 35 S.F. UNFINISHED AREA: 0 S.F. II ANIIWJ013 NUgRq 004 . DE I