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2008, 11-04 Permit App: 08004304 ResidenceProject Number: 08004304 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 11/4/2008 Page 1 of 3 Project Information: Permit Use: SFR W/ATT GAR Contact: HAYDEN HOMES Address: 2464 SW GLACIER PLACE C - S - Z: REDMOND WA 97746 Setbacks: Front Left: Right: Rear: Phone: (509) 413-6340 Group Name: Site Information: Project Name: MEE4W , ,ate, , %o ,,,,haaMr,'Ir" 72MNISKEMMEEFRIZ, -1141111INSMENIFAHMERENEMEMENEMEN Plat Key: Name: Range District: Nort Parcel Number: 45091.2806 Block: Lot: SiteAddress: 11619 E MARIETTA LN Location:: CSV Zoning: R-4 SF Res Urban District Water District: 026 IRVIN Area: 4,426 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Owner: Name: HAYDEN HOMES Address: 2464 SW GLACIER PLACE REDMOND WA 97746 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: , Y ..: r.... Review Building Plan Review Released By: Driveway/Approach Originally Released: 11/3/2008 By: tmelbourn Released By: Originally Released: Landuse/Zoning/HE Conditions 11/4/2008 By: jdavis Released By: Sewer Review Permits: Originally Released: 11/3/2008 By: LBARLOW Released By: Operator: JD Originally Released: 10/29/2008 By: jdavis Printed By: JD Print Date: 11/4/2008 Project Number: 08004304 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 11/4/2008 Page 2 of 3 Contractor: HAYDEN HOMES LLC Address: 2464 SW GLACIER PL STE 110 REDMOND OR 97756 Item Description APPROACH -CONST IN ROW Contractor: HAYDEN HOMES LLC Address: 2464 SW GLACIER PL STE 110 REDMOND OR 97756 Description Grp Tvpe 1&2 FAMILY R-3 VB DECK OPEN R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes Contractor: HAYDEN HOMES LLC Address: 2464 SW GLACIER PL STE 110 REDMOND OR 97756 Item Description GAS WATER HEATER GAS APPLIANCE<=100,000BTU VENTILATING FANS HOOD - TYPE I CLOTHES DRYER RANGE Approach Firm: HAYDEN HOMES LLC Phone: (541) 923-6607 Units Unit Desc 1 NUMBER OF Permit Total Fees: Building Permit Fee Amount $50.00 $50.00 Firm: HAYDEN HOMES LLC Phone: (541) 923-6607 This Application: Total Project: Su Ft Valuation Sa Ft Valuation 1,031 $97,934.69 1,031 $97,934.69 24 $360.00 24 $360.00 400 $7,600.00 400 $7,600.00 Totals: 1,455 $105,894.69 1,455 $105,894.69 Units Unit Desc 1 1 1 SELECT SELECT SELECT Permit Total Fees: Mechanical Permit Units 1 1 4 1 1 1 Fee Amount $1,027.35 $4.50 $410.94 $1,442.79 Firm: HAYDEN HOMES LLC Phone: (541) 923-6607 Unit Desc NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Fee Amount $10.00 $12.00 $40.00 $50.00 $10.00 $10.00 $132.00 Operator: JD Printed By: JD Print Date: 11/4/2008 Project Number: 08004304 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 11/4/2008 Contractor: HAYDEN HOMES LLC Address: 2464 SW GLACIER PL STE 110 REDMOND OR 97756 Item Description TOILETSBIDETS SINKS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER MISCELLANEOUS FIXTURES Notes: Payment Summary: Permit Type Approach Building Permit Mechanical Permit Plumbing Permit 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. Plumbing Permit Units 2 3 2 1 1 1 3 Fee Amount $50.00 $1,442.79 $132.00 $78.00 Page 3 of 3 Firm: HAYDEN HOMES LLC Phone: (541) 923-6607 Unit Desc NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Invoice Amount $50.00 $1,442.79 $132.00 $78.00 Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $6.00 $18.00 Amount Paid $0.00 $0.00 $0.00 $0.00 $78.00 dfflaenIENMSEINVMPSIWROMMIMMRN Amount Owing $1,442.79 $132.00 $78.00 $1,702.79 $1,702.79 $0.00 ..$.1?92.79 Signature: Operator: JD Printed By: JD Print Date: 11/4/2008 Spokane �Valley� Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org PERMIT NUMBER: /4 CH PERMIT FEE: New Construction Accessory Bldg Addition/Remodel n Deck Fl Other: SITE ADDRESS: ((6 1 01 Wb...d'; Erl-o� kve.- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Name: H c- o1 e,' He v ., e- S Address: a .-t 6 W S � a (A, &.- or-- pc a.cc City: r2 State: O 2 Zip: 977,16 Phone el %) _ °I 93_ 66 0) Fax: Contact Person Name: -► e 12c f"'n o c Phone: (Soc,J _ y (3 - g3 K o Describe the scope of work in detail: ( c5 3 S ca CT_ loo srx f -r. garo.�� Contractor: DIMENSIONS: 36,K CIS?' # OF STORIES: Name: .Co.... r.... MAIN FLOOR TO SQ. FTG: �o3� o(- 2"D FLOOR SQ. FTG: �( �-� Address: IMPERVIOUS SURFACE AREA: C3 so. FT FINISHED BASEMENT SQ. FTG: City: State: Zip: Phone: Fax: HEAT S . a S Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ Proposed Use: 5-1.,)( **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: 15' 9 " DIMENSIONS: 36,K CIS?' # OF STORIES: TOTAL HABITABLE SPACE: tc;r MAIN FLOOR TO SQ. FTG: �o3� o(- 2"D FLOOR SQ. FTG: �( �-� UNFIN BASEMENT SQ. FTG: A --,. IMPERVIOUS SURFACE AREA: C3 so. FT FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: �o0 c ( DEC O . PATJO�SQ. FTG: F7- 30% SLOPES ON PROPERTY: N 4 # OF BEDROOMS: 9, CONSTRUCTION TYPE: t2e 5 HEAT S . a S SEWER OR SEPTIC? Se —' d -- 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 ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: DATE: G - a- — o t. Method of Payment: ❑ Cash ❑ Check 0 Mastercard ,VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 2115/07 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 o 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 ❑ Floor Plan of each level (finished or unfinished) with dimensions: o Floor Joist direction, size and spacing ❑ Window and door location and sizes o Header, beam or concrete lintel sizes o Window well locations if applicable 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 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 Community Development Mechanical Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 permi tcenter(u)spokanevalley. org PERMIT NUMBER: PERMIT FEE: ❑ Commercial ❑ Residential SITE ADDRESS: I G ( Building Owner Name:one: Ka.�de,7 (4,,,,..._ 5_ PhCScctl- `C�3-C60�ax: Address:City: aK�W s,.,, gca�,�r- pco.� R C 0f. �1 O K State: cot Zip: 0177`'l6 Contractor Name:6.wv‘terc, 'ri c/t O5 Phone:(SO 9) 533.154$ Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 X $50.00 4 UNLISTED APPLIANCE (Additional Fee) More than 400,000 X $100.00 5 USED APPLIANCE (WSEC min. AFUE rating) Equal to or less than 400,000 X $50.00 6 7 USED APPLIANCE (WSEC min. AFUE rating) BOILER/REFRIGERATION More than 400,000 X $100.00 1 - 100M BTU X $12.00 8 BOILER/REFRIGERATION 101 - 500M BTU X $20.00 9 BOILER/REFRIGERATION 501 - 1,000M BTU X $25.00 10 BOILER/REFRIGERATION 1,001 -1,750M BTU X $35.00 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 12 GAS LOG, GAS INSERT, GAS FIREPLACE X $10.00 13 RANGE x $10.00 14 DRYER X $10.00 15 FUEL BURNING WATER HEATER X $10.00 16 MISC. FUEL BURNING APPLIANCE X $10.00 17 GAS PIPING (each outlet) X $1.00 18 DUCT SYSTEMS X $10.00 19 VENTILATING FANS X $10.00 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 21 AIR HANDLER (DOES NOT include ducting) Greater than 10,000 CFM X $15.00 22 EVAPORATIVE COOLERS X $10.00 23 TYPE I HOOD X $50.00 24 TYPE II HOOD X $10.00 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 26 AIR CONDITIONER 4-15 TON X $20.00 27 AIR CONDITIONER 15-30 TON X $25.00 28 AIR CONDITIONER 30-50 TON X $35.00 29 AIR CONDITIONER More than 50 TON X $60.00 30 LPG STORAGE TANK X $10.00 31 WOOD OR PELLET STOVE/INSERT X $10.00 32 WOOD STOVE - FREE STANDING X $25.00 33 REPAIR & ADDITIONS X $15.00 34 VENTILATION SYSTEMS X $12.00 35 VENTILATION MECHANICAL EXHAUST X $12.00 36 INCINERATOR - RESIDENCE X $19.00 37 INCINERATOR - COMMERCIAL X $22.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK [VISA ❑ MC CARD #: AUTHORIZED SIGNATURE: 7 EXPIRES: VIN: REVISED 8/26/05 SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Community Development Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 permi tcenter; i)spokaneval ley.org Plumbing Permit Application SITE ADDRESS: t (G ( PERMIT NUMBER: PERMIT FEE: ❑ Commercial ❑ Residential Building Owner Name: H d eel u A 5 Phone Fax: (5� �) -Qa 3 -�6 6 Address: rdK(;p11 C� st..l g(aLi�!' City: (ZLaQ-.."-p.1of State: 0 Zip: ( 7 7816 1 l Contractor pakze Name:' G s (4 h as_Phone: (5Oat )- R3q -a,3Z7 Fax: Address: t pc,,,...,,,ai City: State: Zip: License No: City Business Lic: Contact Name: Phone: r"— DESCRIPTION DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT TOILETS WATER CLOSET, BIDETS 2 URINALS a_ X $6.00 X $6.00 3 TUBS X $6.00 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 3 X $6.00 6 DISHWASHER X $6.00 7 CLOTHES WASHER X $6.00 8 GARBAGE DISPOSAL X $6.00 9 WATER SOFTENER X $6.00 10 ELECTRIC WATER HEATER NOTE: IF GAS, SEE MECHANICAL X $6.00 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 13 FOUNTAINS, DRINKING X $6.00 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER 3 X $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS X $6.00 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 19 MEDICAL GAS (per outlet) NITROUS, OXYGEN X $6.00 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ISA ❑ MC Card# AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: S"�,okane\`m P Valley Community Development Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org Approach Permit Application PERMIT NUMBER: PERMIT FEE: PROJECT ADDRESS 1 (G START DALE. tC2 - a- 7 - O S ANTICIPATED COMPT.FTION DATE Building Owner: Contractor: Name: f - l c/1 fries .^'r e 5 Address: a G.t6q Sw osf�c.'�r 10(O G State: D Q Zip: q77c,i City: Phone: (sit. 1) - 1,z 3 - 66 4 7 Fax: Contact Person Name: Phone: PROJECT DESCRIPTION (Provide site sketch) K Residential Driveway Existing Curb & Gutter Culvert Installation Other Conditions Name: I-6 13-0 -7-1-1 Address: City: State: Zip: Phone: (5"i! _ SaZ$ - ct �i (L'i Fax: Contractor Lic No: Exp Date: City Business Lic. No: Commercial/Industrial Driveway Rural Road Section Sidewalk Repair/Construction Bond/Insurance certification must be on file with the city. DISCLAIMER The permittee verifies, acknowledges and agrees by their signatures 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 ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature % t Date 1O — a — O Method of Payment ❑ Cash ❑ Check [1 Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: Effective October 28, 2007 P:\Community Development\Forms\Building forms\Approach Permit eff 10-28-07.doc SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Project Information Site Address: 11619 E MARIETTA LN Parcel Number: 45091.2806 Subdivision: RANGE Block: 1 Lot: 6 Zoning: UNK Unknown Owner: HAYDEN HOMES Address: 2464 SW GLACIER PL REDMOND. OR 97746 Building Inspector: Water Dist: IRVIN Project Number: 08006310 Inv: I Issue Date: 10/29/2008 Permit Use: SEWER CONNECTION - VIEW RANCH EST Applicant: DEAN'S EXCAVATION PO BOX 698 DAVENPORT, WA 99122 Contact: DEAN'S EXCAVATION PO BOX 698 DAVENPORT, WA 99122 Setbacks - Front: Left: Right: Group Name: Project Name: Phone: (509) 721-1020 Phone: (509) 721-1020 Rear: Permits Sewer Connection Permit Contractor: DEAN'S EXCAVATING License #: DEANSE*924BT SEWER CONNECTION I $85.00 PROCESSING FEE 1 $15.00 Total Permit Fee: $100.00 **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. **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 ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. 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. **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. Payment Summary Total Fees AmountPaid AmountOwing $100.00 $100.00 $0.00 Tran Date 10/29/2008 Receipt # Payment Amt 5369 $100.00 Notes / Conditions of Approval FELTS FIELD AIRPORT OVERLAY ZONE FIRE DISTRICT 141 - PLAN REVIEW FEE IS REQUIRED FOR ALL SITE PLAN REVIEWS CONDUCTED BY FD 41. Processed By: CUMMINGS, KATHY Printed By: HINTZ, FAITH Page 1 of 1 PERMIT 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 - when forms and reinforcement are in place and prior to placement of concrete—all structures, including manufactured homes. 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 - when complete and prior to occupancy and/or use. Please provide 24 hours notice. All permits require final inspection. 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 - In addition to Foundation inspections prior to pouring pads, inspection of blocking, tie -downs, stairs, handrails, skirting, etc., installations when completed per manufacturers installation instructions; Final inspection approval prior to occupancy: completed Wains Tag(s) must be affixed to the home and completed inspection record card and manufacturers 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 AND REFUNDS 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 Official 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 concerning the validity of your permit. Please contact the other agencies with respect to their refund policy on all other permit types. 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. MISTAKE? If you think we've made an error in processing this permit or in conducting inspections pertaining to it, or find erroneous information in 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 the below address. 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 06/07 BLDG PERMIT S�N7alleyo For City Use Only,_ PLUS Project Number C5 Project Address l i 2 \ r ( p. , IC 4,-( 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.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 \\01) 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 Project 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 SCALE: 1" = 20' azr —J a BUILDING SETBACKS FRONT (GARAGE) 20' (FROM PL) FRONT (HOUSE) 15' (FROM PL) CORNER 20' (FROM PL) SIDE 5' (FROM PL) REAR 10' (FROM PL) HAYDEN HOMES 2464 SW GLACIER PLACE, SUITE 110 REDMOND, OR 97756 (541) 923-6607 LOT 6 Block 1 ADDRESS: 11619 Marietta VIEW RANCH ESTATE CITY OF SPOKANE VALLEY, WASHINGTON I � 5.961 50.00'lo N i v 5.K LOT 6 WILLOW 1031 SQ FT 6.58 4c CO PO G 7, 38' O O -o O 00 N 5C 00 N .00' i , azr —J a BUILDING SETBACKS FRONT (GARAGE) 20' (FROM PL) FRONT (HOUSE) 15' (FROM PL) CORNER 20' (FROM PL) SIDE 5' (FROM PL) REAR 10' (FROM PL) HAYDEN HOMES 2464 SW GLACIER PLACE, SUITE 110 REDMOND, OR 97756 (541) 923-6607 LOT 6 Block 1 ADDRESS: 11619 Marietta VIEW RANCH ESTATE CITY OF SPOKANE VALLEY, WASHINGTON I A V(bvcrhacuser Business TJ-Bearn® 6.20 Serial Number: 7005131371 User. 2 8/1/2006 2:21:28 PM Page 1 Engine Version: 6.20.16 3 1/8" x 10 1/2" Classic GlulamTM (24F - V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0f12 Roof Slape6M2 All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 2' Primary Load Group - Snow (psf): 30.0 Live at 115 % duration, 17.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 0.0 80.0 0 To 16' 6" Adds To 16'6" 4 Product Diagram is Conceptual. SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Width Length 5.50" 1.50" 5.50" 1.50" Vertical Reactions (lbs) Detail Live/Dead/UpliftiTotal 495/1039/0/1534 495/1039/0/1534 By Others By Others -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (lbs) 1472 -1286 6038 Moment (Ft -Lbs) 5828 5828 13207 Live Load Defl (in) 0.156 0.792 Total Load Defl (in) 0.485 1.056 Control Passed (21%) Passed (44%) Passed (U999+) Passed (L/392) Other None None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -The analysis presented is appropriate for Classic GlulamTM' beams by Weyerhaeuser. PROJECT INFORMATION: Hayden Homes Garage Door Drop Beam 16' span Galbe End 2' Roof Trib Load 80# wall load Copyright C, 2005 by Trus Joist, a Weyerhaeuser Business TJ-Beamm is a registered trademark of Trus Joist. Classic Glulam'" is a trademark of Weyerhaeuser. M:\16' Gar BM Gable Roof.sms OPERATOR INFORMATION: Karen Scrabeck Hayden Homes 2464 SW Glacier Place Suite 110 Redmond, OR 97756 Phone : (541) 316-2115 kscrabeck@hayden-homes.com Ahmrhacuscr Business TJ -Beams 6.20 Serial Number: 7005131371 User: 2 811/2006 2:21:28 PM Page 2 Engine Version: 6.20.16 3 1/8" x 10 1/2" Classic GlulamTM (24F - V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 15' 10.00" ^ Max. Vertical Reaction Total (lbs) 1534 1534 Max. Vertical Reaction Live (lbs) 495 495 Required Bearing Length in 1.50(W) 1.50(w) Max. Unbraced Length (in) 156 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Loading on all spans, LDF = Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: Hayden Homes Garage Door Drop Beam 16' span Galbe End 2' Roof Trib Load 80# wall load 871 -871 997 -997 997 997 1039 1039 3948 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow 1266 -1286 1472 -1472 1472 1472 1534 1534 5828 0.156 0.485 Copyright !s. 2005 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Classic Glulam- is a trademark of Weyerhaeuser. M:\16' Gar BM Gable Roof.sms OPERATOR INFORMATION: Karen Scrabeck Hayden Homes 2464 SW Glacier Place Suite 110 Redmond, OR 97756 Phone : (541) 316-2115 kscrabeck@hayden-homes.com O 00 eh 36'0"0 > HAYDEN HOMES WILLOW EL.2 GR ROOF PITCH: 6/12 VAULT PITCH: 3/12 LOADING: 30-7-0-10 0.H.: 1' PLUMB CUT 1o'o"o 6'0"0 > 20'0"0 Job WILGLCLIP Truss Truss Type A ROOFTRUSS PRO -BUILD. SPOKANE,WA., TONY CARON -144-04114-0 54-13 Qty 5 Ply 1 5-8-13 4-3-3 10,0-0 4x4 = 4 HAYDEN HOMES WILLOW Job Reference (optional) 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:25 2008 Page 4-3-3 14,3-3 1.5x4 54-13 20,040.81,0-0 Scale =1:35.0 Sq-Ck:20-0-1 4x6 0-0-0 10-0-0 8 5x9 = 10,0-0 10-0-0 4x6 Plate Offsets (X,Y):12:0-3-14,0.1-12],16:0-3-14,0.1-12] 18:0-4-8,0.3-01 LOADING(psf) TCLL 30.0 (Roof Snow=30.0) TCDL 7.0 BCLL 0.0 BCDL 10.0 n 0 20,0-0 Sq-Ck:20-0- SPACING 2-0-0 CSI Plates Increase 1.15 TC 0.32 Lumber Increase 1.15 BC 0.60 Rep Stress Ina: YES WB 0.29 Code IRC2006l1712002 (Matrix) LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2 = 1009/0-5-8 6 = 1009/0-5-8 Max x Horz 2 = -51(LC 8) Max Uplift 2 =-183(LC 7) 6 =-183(LC 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/58 2-3 = -1495/229 3-9 = -1132/184 4-9 = -1121/201 4-10 = -1121/201 5-10 = -1132/184 5-6 = -1495/229 6-7 = 0/58 BOT CHORD 2-8 = -201/1268 6-8 = -154/1268 WEBS 3-8 = -466/104 4-8 = -137/654 5-8 = -466/104 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.0psf; Category 11; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category 11: Exp B; Partially Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 Ib uplift at joint 2 and 183 lb uplift at joint 6. 8) This truss is designed in accordance with the 2006 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. DEFL in (loc) 1/deft L/d Vert(LL) -0.15 6-8 >999 240 Vert(TL) -0.39 6-8 >596 180 Horz(TL) 0.04 6 n/a n/a PLATES GRIP MT20 185/148 Weight: 72 lb LOAD CASE(S) Standard Job WILGLCLIP Truss AG Truss Type GABLE Qty 1 Ply HAYDEN HOMES WILLOW 1 Job Reference (optional) 2008 Page 1 PRO-BUILD, SPOKANE,WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:27 7-7-8 7-7-8 4-9-0 12,4-8 7-7-8 20,040-21,0-0 -1-0-}.04-p-0 Scale = 1:36.0 4x9 = 4x9 = 0 11 T2 i 6.00 12n ! w w e 12 x I n ; 13 e T4 T. T• T7 T9 a 'T3 - 10 a 14 3 ST1, x $T 33 32 15 2 E E B2 iii 7610 B E E -._ . • • • • • • • • ••.•• .-• •-...-.-••. ••••.....-.•.•..-.-.•.-. •-.-•-•-••.-.-.-.•.-• ...-..-•-•-•-.-•-.-•-• :.-• •-...-.-.-...-.:.-•-...-•-• • • • • • • • •••-• • • •;AA.-...-..= :•::.s❖.❖.•..•...❖.❖kta.❖..s❖.❖.❖.❖.❖.❖.❖.❖.❖.•.ss❖.❖.❖.4.❖.❖.❖.❖.❖.❖.❖.•..❖.❖.❖.❖.❖.❖.❖.❖o.❖.•o.❖.❖.❖.❖.❖.❖.❖.❖..sa 3 ' 3x4 = 3x4 = 3x6 = 0-0-0 7-7-8 7-7-8 4-9-0 12,4-8 7-7-8 20,0-0 Sq-Ck:20-0.1 Sq-Ck:20-0- Plate Offsets (X,Y):[7.0-4-8,0-0-8],[10:0-4-8,0-0-8] LOADING(psf) CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 SPACING 2-0-0 Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 16 n/r 120 MT20 185/148 (Roof Snow=37.0) Lumber Increase 1.15 BC 0.05 Vert(TL) 0.00 15 n/r 90 TCLL 7.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 15 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight: 104 Ib LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E Max Grav WEBS 2 X 4 DF Stud/Std 17 = 348(LC 15) OTHERS 2 X 4 DF Stud/Std 27 = 14(LC 4) BRACING 21 = 14(LC 4) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except FORCES (Ib) - Maximum Compression/Maximum Tension 2-0-0 oc puffins (6-0-0 max.): 7-10. TOP CHORD BOT CHORD 1-2 = 0/56 2-32 = -90/15 3-32 = -30/66 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-4 = -64/33 4-5 = ✓45/42 5-6 = -51/52 6-0-0 oc bracing: 25-26,23-25,22-23. 6-7 = -42/59 7-8 = -12/57 8-9 = -3/56 9-10 = -12/57 10-11 = -42/58 11-12 = -51/46 REACTIONS (Ib/size) 12-13 = -45/32 13-14 = -64/15 14-33 = -14/10 2 = 200/20-0-0 15-33 = -90/1 15-16 = 0/56 15 = 200/20-0-0 BOT CHORD 31 = 224/20-0-0 2-31 = 0/43 30-31 = 0/43 29-30 = 0/43 30 = 86/20-0-0 28-29 = 0/43 27-28 = 0/43 26-27 = 0/43 29 = 136/20-0-0 25-26 = -0/42 24-25 = -0/42 23-24 = -0/42 28 = 106/204-0 22-23 = -0/42 21-22 = 0/43 20-21 = 0/43 26 = 116/20-0-0 19-20 = 0/43 18-19 = 0/43 17-18 = 0/43 25 = 138/20-0-0 15-17 = 0/43 23 = 138/20-0-0 WEBS 22 = 116/20-0-0 3-31 = -288/36 4-30 = -128/21 5-29 = -184/27 20 = 106/20-0-0 6-28 = -151/19 7-26 = -122/5 8-25 = -195/22 19 = 136/20-0-0 9-23 = -195/21 10-22 = -122/0 11-20 = -151/17 18 = 86/20-0-0 12-19 = -184127 13-18 = -128/21 14-17 = -288/35 17 = 224/20-0-0 27 = 7/20-0-0 NOTES 21 = 7/20-0-0 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal Max Horz the face), see MiTek "Standard Gable End Deter 2 = 42(LC 7) 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.: Ct= 1, Lu=50-0 Max Uplift 3) Unbalanced snow loads have been considered for this design. 2 = -18(LC 7) 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof loa 15 = -27(LC 8) of 30.0 psf on overhangs non-concurrent with other live loads. 31 = -4(LC 7) 5) Provide adequate drainage to prevent water ponding. 30 = -12(LC 7) 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other M 29 = -9(LC 7) bads. 28 = -4(LC 7) 7) All plates are 1.5x4 MT20 unless otherwise indicated. 25 = -5(LC 5) 8) Gable requires continuous bottom chord bearing. 23 = -5(LC 6) 9) Gable studs spaced at 1-4-0 oc. 20 = -3(LC 8) 10) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where 1 19 = -9(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 18 = -12(LC 8) 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 I 17 = -4(LC 8) uplift at joint 2, 27 Ib uplift at joint 15, 4 Ib uplift at joint 31, 12 Ib uplift at joint 30, 9 Ib uplift at joint 29 Max Grav uplift at joint 28, 5 Ib uplift at joint 25, 5 Ib uplift at joint 23, 3 Ib uplift at joint 20, 9 Ib uplift at joint 19, 2 = 327(LC 15) uplift at joint 18 and 4 Ib uplift at joint 17. 15 = 327(LC 15) 12) This truss is designed in accordance with the 2006 International Residential Code sections 31 = 348(LC 15) R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 30 = 139(LC 15) 13) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2- 29 = 215(LC 15) nails. 26 = 175(LC 15) 26 = 142(LC 14) 25 = 222(LC 14) LOAD CASE(S) 23 = 222(LC 14) Standard 22 = 142(LC 14) 20 = 175(LC 15) 19 = 215(LC 15) 18 = 139(LC 15) d ve 4 Ib 2 Ib Od Job WILGLCLIP Truss B Truss Type ROOF TRUSS Qty 3 Ply 1 HAYDEN HOMES WILLOW • Job Reference (optional) PRO -BUILD, SPOKANE, WA.. TONY CARON 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53.28 2008 Page -1-p790Wpo 6-9-4 6-9-4 6-2-12 13,0-0 6-9-4 19,9-4 6-2-12 2641191217,0-0 Scale =1:44.1 4x9 = 4 9's 6.0012 1.5x4'' 11 12 W W3 1.5x4 II 3 ;: 5 1 yy ee 2 \ e 81 \ 6 7 1 �� 2t t. 10.1y� �4 0 4x6 = 10 13 9 14 8 4x4 = 3x4 = 3x6 = 3x4 = 0-0-0 10-1-14 10-1-14 9-7-6 19,9-4 6-2-12 26,0-0 Sq-Ck:26-0-0 Sq-Ck:26-0-4 Plate Offsets (X,Y): (2:0-0-12,0-0-2], (6:0-1-12,0.0.2] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.25 8-10 >956 240 MT20 185/148 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.69 Vert(TL) -0.47 2-10 >503 180 TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code IRC2006/fP12002 (Matrix) i Weight: 99 Ib LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-8 REACTIONS (lb/size) 2 = 1021/0-5-8 8 = 1455/0-5-8 6 = 259/0-5-8 Max Horz 2 = 63(LC 7) Max Uplift 2 =-182(LC 7) 8 =-222(LC 8) 6 = -59(LC 8) Max Gray 2 = 1061(LC 2) 8 = 1455(LC 1) 6 = 271(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/58 2-3 = -1620/221 3-11 = -1222/183 4-11 = -1078/205 4-12 = 0/183 5-12 = -127/62 5-6 = -63/189 6-7 = 0/58 BOT CHORD 2-10 = -199/1356 10-13 = -51/659 9-13 = -51/659 9-14 = -51/659 8-14 = -51/659 6-8 = -81/72 WEBS 3-10 = -543/122 4-10 = -150/766 4-8 = -1028/140 5-8 = -593/131 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft;•TCDL=4.2psf; BCDL=6.0psf; Category II: Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 Ib uplift at joint 2, 222 Ib uplift at joint 8 and 59 Ib uplift at joint 6. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job WILGLCLIP LOAD Truss BGRD Truss Type ROOF TRUSS Qty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD, SPOKANE,WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industnes, Inc. Thu Mar 27 07:53:28 2008 Page 0-9-0 6-9-4 6-9-4 6-2-12 13,0-0 6-9-4 19,9-4 6-2-12 26.0-0 Scale =1:43.6 4x9 = 3 6.00 FIT 1.5x4 . 10 11 W3 15x4 II 2 V 4 3x6 5 • 1 . 4x6 = 9 12 13 8 7 4x9 = 3x4 = 9x12 MT18I- 4x7 11 0-0-0 10-1-14 10-1-14 9-7-6 19,9-4 6-2-12 26,0-0 q-Ck:26-0-0 Sq-Ck:26-0-0 Plate Offsets (X,Y): (1:0-0-12,0.0.2], [5:0-2-0,0-1-8], (6:0-4-8,0-1-11], j7:0-5-8,0-2-0) LOADING(p ) TCLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP (Roof Snow 30.0) Plates Increase 1.15 TC 0.74 Vert(LL) 0.20 1-9 >999 240 MT20 185/148 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.49 1-9 >475 180 MT18H 185/148 BCLL 0.0 Rep Stress Ina NO WB 0.86 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 112 Ib LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E *Except B2 2 X 8 DF 2250F 1.8E Standard WEBS 2 X 4 DF Stud/Std 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 BRACING Uniform Loads (eft) TOP CHORD Vert 1-3=74, 3-6=-74, 1-12=-20, 12-13=-60, 8-13=-20, 6-8=620(F=600) Structural wood sheathing directly applied or 5-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS (Ib/size) 1 = 851/0-5-8 6 = 1808/0-5-8 8 = 3571/0-5-8 Max Horz 1 = 60(LC 6) Max Uplift 1 =-147(LC 7) 6 = -39(LC 8) 8 =-257(LC 8) Max Gray 1 = 882(LC 2) 6 = 1822(LC 3) 8 = 3571(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = -1414/219 2-10 = -1038/181 3-10 = -899/202 3-11 = 0/643 4-11 = -16/523 4-5 = -41/593 5-6 = -1562/8 BOT CHORD 1-9 = -208/1196 9-12 = -57/509 12-13 = -56/512 B-13 = -56/514 7-8 = 0/1339 6-7 = 0/1339 WEBS 2-9 = -544/125 3-9 = -152/734 3-8 = -1368/159 0-8 = -546/109 5-7 = -36/1958 5-8 = -2130/64 TOTES I) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. !) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 1) Unbalanced snow loads have been considered for this design. I) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live oads. i) All plates are MT20 plates unless otherwise indicated. i) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a ectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ') Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 Ib iplift at joint 1, 39 Ib uplift at joint 6 and 257 Ib uplift at joint 8. I) This buss is designed in accordance with the 2006 International Residential Code sections R502.11.1 Ind R802.10.2 and referenced standard ANSUTPI 1. I) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bads (6). CASE(S) Standard Job WILGLCLIP Truss BSG Truss Type GABLE Qty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO-BUILD, SPOKANE,WA., TONY CARON -1-p790Wqo 6-2-8 6-2-8 4-5-0 104451-0-7 3-11-2 144114615-4-8 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:30 2008 Page 4-5-0 19,9-8 6-2-8 26,01429,0-0 Scale =1:45.8 4x9 = 4x4 el CI51 52 a��'� =a°' 6.0012 S'1 3x4 4x4 3 T�/ S '3 a S 'S 6 t S '0 50 : W2 W6 53 ST2 S ' A n` 9 \ 12 w � a lY o �eil CBI €21 4x6 3x9 = 13 12 11 10 9 3x4 = 3x6 = 3x8 = 2x4 11 0-0-0 6-2-8 6-2-8 4-5-0 10,7-8 4-9-0 15,44 4-5-0 19,94 6-2-8 26,0-0 q-Ck:26-0-0 Sq-Ck:26-0 Plate Offsets (X,Y): (2:0-9-4,0-0-10], 14:0-3-12.0-0-81, 16:0-1-12,0-2-4 [7:0-3-10,0-2-01 19:0-2-4,0-1-0], [10:0-1-12,0-1-8] LOADING(psf) • TCLL 30.0 SPACING 2-0-0 CSI DEFL in (toc) I/defl L/d PLATES GRIP (Roof Snow 30.0) TCDL 7.0 Plates Increase 1.15 Lumber Increase 1.15 TC 0.88 BC 0.47 Vert(LL) -0.08 2-13 Vert(TL) -0.15 2-13 >999 >999 240 180 MT20 185/148 BCLL 0.0 • Rep Stress Incr NO WB 0.66 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code IRC2006/TP12002 ( Matrix ) Weight: 174 Ib LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std LOAD CASE(S) OTHERS 2 X 4 DF Stud/Std Standard BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 2 = 895/0-5-8 9 = 1692/0-5-8 Max Horz 2 = 53(LC 7) Max Uplift 2 =-192(LC 7) 9 =-287(LC 8) Max Grav 2 = 1274(LC 15) 9 = 2403(LC 15) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/58 2-50 = -1740/245 3-50 = -1568/257 3-51 = -979/182 4-51 = -840/197 4-5 = -449/145 5-52 = -469/155 6-52 = -524/140 6-53 = -156/1312 7-53 = -168/1118 7-8 = 0/56 BOT CHORD 2-13 = -222/1392 12-13 = -222/1392 11-12 = -112/806 10-11 = -112/806 9-10 = -998/187 7-9 = -998/187 WEBS 3-13 = -33/229 3-12 = -861/131 4-12 = -92/582 4-10 = -760/78 5-10 = -277/41 6-10 = -137/1431 6-9 = -2212/249 NOTES 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 2) TCLL: ASCE 7-05; Pf=30.0 psf (ftat roof snow); Category II; Exp B; Partially Exp.; Ct= 1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in at areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 Ib uplift at joint 2 and 287 Ib uplift at joint 9. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. Job WILGLCUP Truss C Truss Type ROOF TRUSS Oty 4 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD, SPOKANE, WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:31 2008 Page -1-01409:10-0 7-9-2 7-8-2 6-2-14 14,0-0 6-2-14 20-2-14 7-9-2 28,0-921r0-0 Scale: 1/4"=1 4x6 = 4 95 6.00 ril 3x4 11 123x4 5 Iii ems_ 9 5x9 = 10 8 "r 1.5x4 II .)j1 `W 1.5x4 II ^ Iv EZ 3.00,12 y� o 5x7: 5x7 Sq-Ck:28-0-1 0-0-0 7-9-2 7-9-2 6-2-14 14,0-0 6-2-14 20-2-14 7-9-2 28,0-0 Sq-Ck:28-0- Plate Offsets (X,Y): [2:0-2-7.Edge], [6:0-2-7,Edge], [9:0-4-8,0-3-01 LOADING(psf) TCLL 30.0 (Roof Snow=30.0)7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 CSI TC 0.85 BC 0.77 DEFL in (loc) I/tlefl Vert(LL) -0.39 9 >849 Vert(TL) -0.73 9-10 >450 L/d 240 180 PLATES MT20 GRIP 185/148 BCLOL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.54 6 n/a n/a BCDL 10.0 Code IRC2006/rP12002 (Matrix) Weight 991b LUMBER TOP CHORD 2 X 4 HF 1BOOF 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-8 oc bracing. REACTIONS (lb/size) 2 = 1385/0-5-8 6 = 1385/0-5.8 Max Harz 2 = 66(LC 7) Max Uplift 2 =-244(LC 7) 6 =-244(LC 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/52 2-3 = -4123/646 3-11 = -2900/372 4-11 = -2791/393 4-12 = -2791/403 5-12 = -2900/382 5-6 = -4123/581 6-7 = 0/52 BOT CHORD 2-10 = -582/3672 9-10 = -550/3662 8-9 = -422/3662 6-8 = -454/3672 WEBS 3-10 = -49/297 3-9 = -1215/300 4-9 = -294/2061 5-9 = -1215/305 5-8 = -50/297 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.0psf; Category II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) 30.0 This truss has been designed for greater of min roof live bad of 16.0 psf or 2.00 times Sat roof load of psf on overhangs non -concurrent with other live loads. 5) loads. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in a0 areas where a rectangle 7) 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Building Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. designer should verify capacity of bearing surface. 8) uplift Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 244 Ib at joint 2 and 244 Ib uplift at joint 6. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job WILGLCUP Truss C1 Truss Type ROOF TRUSS City 3 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD, SPOKANE, WA.. TONY CARON 7.030 s Jan 3 2008 MITek Industries, Inc. Thu Mar 27 07:53:31 2008 Page -1-p38Dw0-0 7-9-2 7-9-2 6-2-14 14,0-0 6-2-14 20-2-14 7-9-2 28,0-0 Scale: 1/4"=1 4x6 = 4 9aN 6.00 F1T 3x4 10 113x4 n 3 F 5 7 oi, 8 5x9 = .j� 9 7 1.5x411 1.5x411 y)1 1g ill ja 3.00112 557 5x7 ; 0-9-0 7-9-2 7-9-2 6-2-14 14,0-0 6-2-14 20-2-14 7-9-2 28,0-0 Gq-Ck:28-0-1 Sq-Ck:28-0-1 Plate Offsets (X,Y): [2:0-2-6,Edgej, [4:0-3-0,0-1-12j, [6'0-2-6,Edgej, 18:0-4-8 0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.40 8 >833 240 MT20 185/148 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.82 Vert( L) -0.75 8-9 >442 180 TCDL 7.0 Rep Stress Inc: YES WB 0.92 Horz(TL) 0.55 6 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 98 Ib LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. REACTIONS (Ib/size) 6 = 1297/0-3-0 2 = 1392/0-5-8 Max Horz 2 = 69(LC 7) Max Uplift 6 =-213(LC 8) 2 =-245(LC 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/52 2-3 = -4148/651 3-10 = -2926/377 4-10 = -2816/399 4-11 = -2816/409 5-11 = -2927/388 5-6 = -4201/613 BOT CHORD 2-9 = -590/3695 8-9 = -558/3684 7-8 = -466/3738 6-7 = -499/3751 WEBS 3-9 = -49/297 3-8 = -1194/299 4-8 = -300/2087 5-8 = -1266/317 5-7 = -53/301 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category II: Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live Toad of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live Toads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/7P! 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 Ib uplift at joint 6 and 245 Ib uplift at joint 2. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • Job WILGLCLIP Truss C2 Truss Type ROOF TRUSS Qty 10 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD, SPOKANE,WA., TONY CARON •1-91110W0-0 7-3-4 7-3-4 6-8-12 14,0-0 6-8-12 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:32 2008 Page 20-8-12 7-3-4 28.0-0 Scale=1:47.r 4x6 = 4 6.00 Fil 1.5x4\\ 10 11 1.5x4 // 5 3 6 n m '41 II o i_ eR 4x7 = 9 12 8 13 7 4x7 = 3x4 = 3x7 = 3x4 = 0.9-0 9-9-1 9-9-1 8-5-14 18-2-15 9-9-1 28,0-0 Sq-Ck:28-0-0 Sq-Ck:28-04 Plate Offsets (X,Y):12:0-0-0,0-0-4],16:0-0-0,0-0-4] LOADING(psf)SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.29 7-9 >999 240 MT20 185/148 (Roof Snow 30.0) Lumber Increase 1.15 BC 0.72 Vert(TL) -0.51 6-7 >642 180 TCDL 7.0 Rep Stress Incr YES WB 0.38 HOrz(TL) 0.09 6 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Weight: 104 Ib BCDL 10.0 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800E 1.6E WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6 = 1372/0-5-8 2 = 1467/0-5-8 Max Horz 2 = 71(LC 7) Max Uplift 6 =-212(LC 8) 2 =-244(LC 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/58 2-3 = -2451/350 3-10 = -2148/335 4-10 = -2031/358 4-11 = -2038/363 5-11 = -21551340 5-6 = -24351355 BOT CHORD 2-9 = -319/2080 9-12 = -158/1418 8-12 = -158/1418 8-13 = -158/1418 7-13 = -158/1418 6-7 = -269/2089 WEBS 3-9 = -535/124 4-9 = -173/848 4-7 = -178/870 5-7 = -553/126 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 Ib uplift at joint 6 and 244 Ib uplift at joint 2. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job WILGLCLIP Truss C2G Truss Type GABLE Qty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD. SPOKANE,WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industries. Inc. Thu Mar 27 07:53:34 2008 Page -1-p1.coW0-0 11-7-8 11,7-8 4-9-0 164-8 11-74 28,0-0 Scale =1:48.1 4x9 - 4x9 = 10 1 = 3 9- s 14 6.00 12 43 15 16 17 ST6 $T7 S+ ST9 Si' 0 ST11 ST 2a ST 3 18 1 q STS ST' 4 19 ,a' ST4 S 5 3 w Si 6 f '. 20 RI2 Si 7 2 S' 21 :11 ® ®e1 6 @ 8 F_f E 9 @ I< ,..... ..•...•..:❖::•::❖..:•::❖:•: ::•::: i::❖❖:❖:•:;2::::•::•::::•::❖:•::•::•::.:....•...❖.•..❖.❖.❖.❖.❖.❖.❖..•...•. .•.....;. o 3x4 = 42 41 40 39 38 37 36 35 34 33 32 31 30 2928 27 26 25 24 23 22 3x4 = 3x6 = 0-0-0 11-7-8 11,74 4-9-0 16,44 11-74 28,0-0 Sq-Ck:28-0-0 Sq-Ck:28-0-0 Plate Offsets (X,Y):[10:0-4-8,0-0-8],[13:0-4-8,0-0-81 LOADING(psf) TCLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP Snow 30.0)TCDL Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 1 n/r 120 MT20 185/148 (Roof 7.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 " Rep Stress Incr NO WB 0.12 Ho (TL) 0.00 21 n/a n/a BCDL 10.0 Code IRC2006/iP12002 (Matrix) Weight: 175 Ib LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E Max Gray WEBS 2 X 4 DF Stud/Std 40 = 210(LC 15) OTHERS 2 X 4 DF Stud/Std 39 = 195(LC 15) BRACING 38 = 198(LC 15) TOP CHORD 37 = 203(LC 15) Structural wood sheathing directly applied or 6-0-0 oc purlins, except 36 = 175(LC 15) 2-0-0 oc puffins (6-0-0 max.): 10-13. 34 = 140(LC 14) BOT CHORD 33 = 229(LC 14) Rigid ceiling directly applied or 10-0-0 oc bracing. 31 = 195(LC 14) 30 = 93(LC 3) REACTIONS (Ib/size) 28 = 188(LC 15) 21 = 105/28-0-0 27 = 202(LC 15) 2 = 201/28-0-0 26 = 198(LC 15) 42 = 224/28-0-0 25 = 194(LC 15) 41 = 87/28-0-0 24 = 216(LC 15) 40 = 134/28-0-0 23 = 114(LC 15) 39 = 124/28-0-0 22 = 401(LC 15) 38 = 126/28-0-0 35 = 13(LC 4) 37 = 127/28-0-0 29 = 76(LC 3) 36 = 108/28-0-0 34 = 115/28-0-0 FORCES (Ib) - Maximum Compression/Maximum Tension 33 = 142/28-0-0 TOP CHORD 31 = 120/28-0-0 1-2 = 0/56 2-3 = -95/62 3-4 _ -68/29 30 = 75/28-0-0 4-5 = -49/37 5-6 = -53/47 6-7 = -52/57 28 = 114/28-0-0 7-8 = -52/67 8-9 = -54/78 9-10 = -45/83 27 = 128/28-0-0 10-11 = -15/79 11-12 = -8/77 12-13 = -8/77 26 = 126/28-0-0 13-14 = -30/77 14-43 = -6/71 15-43 = -46/68 25 = 123/28-0-0 15-16 = -44/55 16-17 = -44/39 17-18 = -45/31 24 = 137/28-0-0 18-19 = -41/36 19-20 = -65/12 20-21 = -80/77 23 = 72/28-0-0 BOT CHORD 22 = 254/28-0-0 2-42 = 0/48 41-42 = 0/48 40-41 = 0/48 35 = 6/28-0-0 39-40 = 0/48 38-39 = 0/48 37-38 = 0/48 29 = 59/28-0-0 36-37 = 0/48 35-36 = 0/48 34-35 = 0/48 Max Horz 33-34 = 0/47 32-33 = 0/47 31-32 = 0/47 2 = 62(LC 7) 30-31 = 0/47 29-30 = 0/47 28-29 = 0/47 Max Uplift 27-28 = 0/47 26-27 = 0/47 25-26 = 0/47 2 = -9(LC 5) 24-25 = 0/47 23-24 = 0/47 22-23 = 0/47 41 - 2 LC 7) 21-22 = 0/47 ( ) WEBS 40 = -7(LC 7) 3-42 = -288/36 4-41 = -128/21 5-40 = -179/25 39 = -9(LC 7) 6-39 = -170/25 7-38 = -171/25 8-37 = -176/27 38 = -8(LC 7) 9-36 = -151/16 10-34 = -119/1 11-33 = -202/21 37 = -10(LC 7) 12-31 = -168/18 13-30 = -72/0 14-28 = -163/8 36 = -1(LC 7) 15-27 = -175/24 16-26 = -171/25 17-25 = -170/24 33 = -5(LC 8) 18-24 = -181/26 19-23 = -117/19 20-22 = -312/42 31 = -1(LC 6) 13-29 = -70/1 27 = -8(LC 8) 26 = -9(LC 8) NOTES 25 = -9(LC 8) 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal o 24 = -9(LC 8) the face), see MiTek "Standard Gable End Detail" 23 = -5(LC 8) 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category11; Exp B: Partially Exp.: Ct= 1, Lu=5r 1 0 22 = -18(LC 8) 3) Unbalanced snow loads have been considered for this design. Max Gray 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof lo d 21 = 164(LC 15) of 30.0 psf on overhangs non -concurrent with other live loads. 2 = 329(LC 15) 5) Provide adequate drainage to prevent water ponding. 42 = 348(LC 15) 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other ve 41 = 140(LC 15) loads. Continued on . _ . e 2 7) All plates are 1.5x4 MT20 unless otherwise indicated. Job WILGLCLIP Truss C2G Truss Type GABLE Qty 1 Ply 1 PRO -BUILD, SPOKANE,WA., TONY CARON NOTES 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 Ib uplift at joint 2, 5 Ib uplift at joint 42, 12 Ib uplift at joint 41, 7 Ib uplift at joint 40, 9 Ib uplift at joint 39, 8 Ib uplift at joint 38, 10 Ib uplift at joint 37, 1 Ib uplift at joint 36, 5 Ib uplift at joint 33, 1 Ib uplift at joint 31, 8 Ib uplift at joint 27, 9 Ib uplift at joint 26, 9 Ib uplift at joint 25, 9 Ib uplift at joint 24, 5 Ib uplift at joint 23 and 18 Ib uplift at joint 22. 12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard HAYDEN HOMES WILLOW Job Reference (optional) 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53.34 2008 Page Job ' WILGLCUP Truss CG Truss Type GABLE Qty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD, SPOKANE, WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:36 2008 Page -1-1:11 40600-0 11-7-8 11,74 4-9-0 16,44 11-74 2841-4129,0-0 Scale =1:49.' 4x9 = 4x9 = 10 11 • irrt 2 3 14 �15 16 6 17 T7 STB ST6 T9 ST'0 S 11S 25 ST'3Q,.T5 18 20000•000000,00111111111°111.1411111:.00FfisT32 • ST3ST'6ST7 ST 4 ST 520 19 rd5 S•�M 21 -...-•- .....................a.• • ••.a..•. ..=..a.-aov......-.-...r.rr..a.......•.....• • •• •.• •.•. •. d ...•..❖.❖.•.....❖.•..❖......•.❖.•..❖.•.❖.....•...❖.❖.❖..❖.❖.❖.❖.❖.�.�..•.�.•.�.�..�.�.•..•..�...�.�.•.�.❖....•. 3x4 = 43 42 41 40 39 38 37 36 35 34 33 32 31 3029 28 27 26 25 24 23 3x4 = 3x6 = 04-0 11-74 11,74 4-9-0 16,4-8 11-74 28,0-0 Sq-Ck:28-0-0 Sq-Ck:28-0- ft Plate Offsets (X,Y): [10:0-4-8,0-0-8],[13 0-4-8,0-0-8] TCLLOADING(psf)0 0 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP (Roof Snow 30.0) Plates Increase 1.15 TC 0.13 Vert(LL) -0.00 22 n/r 120 MT20 185/148 TCDL 7,0 Lumber Increase 1.15 BC 0.05 Vert(TL) 0.00 21 n/r 90 BCLL 0.0 • Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 21 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 176 Ib LUMBER TOP CHORD 2 X 4 HF 1800E 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E Max Grav WEBS 2 X 4 DF Stud/Std 42 = 140(LC 15) OTHERS 2 X 4 DF Stud/Std 41 = 210(LC 15) BRACING 40 = 195(LC 15) TOP CHORD 39 = 198(LC 15) Structural wood sheathing directly applied or 6-0-0 oc puffins, except 38 = 203(LC 15) 2-0-0 oc purlins (6-0-0 max.): 10-13. 37 = 175(LC 15) BOT CHORD 35 = 140(LC 14) Rigid ceiling directly applied or 10-0-0 oc bracing. 34 = 229(LC 14) 32 = 195(LC 14) REACTIONS (Ib/size) 31 = 93(LC 3) 2 = 201/28-0-0 29 = 188(LC 15) 21 = 197/28-0-0 28 = 202(LC 15) 43 = 224/28-0-0 27 = 198(LC 15) 42 = 87/28-0-0 26 = 195(LC 15) 41 = 134/28-0-0 25 = 210(LC 15) 40 = 124/28-0-0 24 = 140(LC 15) 39 = 126/28-0-0 23 = 348(LC 15) 38 = 127/28-0-0 36 = 13(LC 4) 37 = 108/28-0-0 30 = 76(LC 3) 35 = 115/28-0-0 34 = 142/28-0-0 FORCES (Ib) - Maximum Compression/Maximum Tension 32 = 120/28-0-0 TOP CHORD 31 = 75/28-0-0 1-2 = 0/56 2-3 = -94/62 3-4 = -68/35 29 = 114/28-0-0 4-5 = -49/44 5-6 = -53/54 6-7 = -52/64 28 = 128/28-0-0 7-8 = -52/74 8-9 = -54/85 9-10 = -45/90 27 = 125/28-0-0 10-11 = -15/85 11-12 = -8/83 12-13 = -8/83 26 = 124/28-0-0 13-14 = -29/84 14-44 = -6/78 15-44 = -46/75 25 = 134/28-0-0 15-16 = -44/63 16-17 = -44/46 17-18 = -45/32 24 = 87/28-0-0 18-19 = -41/35 19-20 = -60/16 20-21 = -86/70 23 = 224/28-0-0 21-22 = 0/56 36 = 6/28-0-0 BOT CHORD 30 = 59/28-0-0 2-43 = 0/57 42-43 = 0/57 41-42 = 0/57 Max Horz 40-41 = 0/57 39-40 = 0/57 38-39 = 0/57 2 = -58(LC 8) 37-38 = 0/57 36-37 = 0/57 35-36 = 0/57 Max Uplift 34-35 = 0/56 33-34 = 0/56 32-33 = 0/56 2 = -10(LC 5) 31-32 = 0/56 30-31 = 0/56 29-30 = 0/56 21 = -20(LC 8) 28-29 = 0/56 27-28 = 0/56 26-27 = 0/56 43 = -5(LC 7) 25-26 = 0/56 24-25 = 0/56 23-24 = 0/56 42 = -12(LC 7) 21-23 = 0/56 41 = -7(LC 7) WEBS 40 = -9(LC 7) 3-43 = -288/36 4-42 = -128/21 5-41 = -179/25 39 = -8(LC 7) 6-40 = -170/25 7-39 = -171/25 8-38 = -176/27 38 = -10(LC 7) 9-37 = -151/16 10-35 = -119/0 11-34 = -202/21 37 = -1(LC 7) 12-32 = -168/18 13-31 = -72/0 14-29 = -163/7 34 = -5(LC 8) 15-28 = -175/24 16-27 = -171/25 17-26 = -170/24 32 = -2(LC 6) 18-25 = -179/25 19-24 = -128/21 20-23 = -288/36 28 = -8(LC 8) 13-30 = -70/0 27 = -9(LC 8) 26 = -9(LC 8) NOTES 25 = -7(LC 8) 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal a 24 = -12(LC 8) the face), see MiTek "Standard Gable End Detail" 23 = -4(LC 8) 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct== 1, Lu=50-0-0 Max Grav 3) Unbalanced snow loads have been considered for this design. 2 = 328(LC 15) 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof Io. d 21 = 325(LC 15) of 30.0 psf on overhangs non -concurrent with other live Toads. 43 = 348(LC 15) 5) Provide adequate drainage to prevent water ponding. Continued on page 2 PRO -BUILD, SPOKANE WA., TONY CARON NOTES other live 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 7) All plates are 1.5x4 MT20 unless otherwise indicated. loads. 8) Gable requires continuous bottom chord bearing. 10) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a 9) Gable studs spaced at 1-4-0 oc. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint 2, 20 lb uplift at joint 21, 5 lb ulift at joint 43, 12 lb uplift at joint 42, 7 lb uplift at joint 41, 9 lb uplift at joint 40, 8 Ib uplift at joint 39, 10 b uplift at joint 38, 1 Ib uplift at joint 37, 5 Ib uplift at joint 34, 2 lb uplift at joint 32, 8 Ib uplift at joint 28, 9 Ib uplift at joint 27.9 Ib uplift at joint 26, 7 Ib uplift at joint 25, 121b 12) This truss is designed in accordance with the 2006 International Residential Code sections R502.11. 1 uplift at joint 24 and 4 Ib uplift at joint 23. and R802.10.2 and referenced standard ANSI/TPI 1. 13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10 d nails. LOAD CASES) Standard Job Reference o•tional 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53.36 200 8 Job WILGLCLIP Truss V1 PRO -BUILD, SPOKANE, WA., TONY CARON 0-0-0 Truss Type ROOF TRUSS Qty Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53.37 2008 Page 10-10-12 10-10-12 10-10-12 21,94 Scale = 1:35. 6.00 12 4x4 = 4 04-0 Sq-Ck:21-9-8 3x4 21-9-8 3x6 = 3x4 LOADING(psf) TCLL 30.0 (Roof Snow=30.0) TCDL 7.0 BCLL 0.0 • BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2006/TPI2002 LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1BOOF 1.6E OTHERS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/21-9-8 7 = 130/21-9-8 11 = 358/21-9-8 8 = 392/21-9-8 9 = 387/21-9-8 13 = 392/21-9-8 12 = 387/21-9-8 Max Horz 1 = 44(LC 6) Max Uplift 8 = -27(LC 8) 9 = -23(LC 8) 13 = -27(LC 7) 12 = -23(LC 7) Max Gray 1 = 130(LC 2) 7 = 130(LC 3) 11 = 358(LC 1) 8 = 392(LC 1) 9 = 463(LC 3) 13 = 392(LC 1) 12 = 463(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = -69/44 2-14 = -91/40 3-14 = -9/54 3-4 = -98/71 4-5 = -98/66 5-15 = -9/54 6-15 = -91/23 6-7 = -69/44 BOT CHORD 1-13 = 0/42 12-13 = 0/42 11-12 = 0/42 10-11 = 0/42 9-10 = 0/42 8-9 = 0/42 7-8 = 0/42 WEBS 4-11 = -169/0 6-8 = -301/72 5-9 = -342/67 2-13 = -301/72 3-12 = -342/68 CSI TC 0.15 BC 0.08 WB 0.10 (Matrix) DEFL in (loc) I/deft L/d Vert(LL) n/a - Ma 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 7 n/a n/a PLATES GRIP MT20 185/148 Weight: 72 Ib a 21 9-8 Sq-Ck:21-9 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B: enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed: porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category H; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 Ib uplift at joint 8, 23 Ib uplift at joint 9. 27 Ib uplift at joint 13 and 23 Ib uplift at joint 12. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard . Job WILGLCLIP 1) exposed; 2) 3) 4) 5) 6) rectangle 7) at Truss V2 Truss Type ROOF TRUSS Oty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD, SPOKANE, WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:37 2008 Page 1 0-0-0 8-10-12 8-10.12 8-10-12 17,9-8 Scale =1:28.9 3x6 = 1.5x4 11 4 1.5x4 11 5 ik 6.00 12 W tit 13 14 1.5x4 II. •T .T 2 1.5x411 • 6 41 la ti •T 1 7 �I 61 W E L _1 BY �' Y • • • • • ::••• i i •"••:: ••••••••••::�'•'i - . ':••�"•v"::•'� i•::•••••'••v:: • •••v�"�•i v-•'�'�YY"• •'�V"•'•'•vv-••D•w'�V••"•D'•V'••••••:•DY'•"•••'� : • �'•"�•�'••�••D•::•"••••:••�• o O•:•:•i•:•i i ••:•:•:•::i i•_•i i i i •;i is::::::: ••i ••i•:•:•••i i•.•i•:•: i ••iii :3..:::.•.::::: ••:moi • • ••:•:•i ••:•i•::i:i i•::i i i i•.•i: ••i i ••i i ••i •:i i:3:::i i i•:•i i i;i:•••i•:•: i i•:•::.::i• . ': Job WILGLCLIP Truss V3 Truss Type GABLE Oty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD, SPOKANE, WA., TONY CARON 7.030 s Jan 32008 MiTek Industries. Inc. Thu Mar 2707:53:382008 Page 0-0-0 6-10-12 6-10-12 6-10-12 13,9.8 Scale = 1:22.4 3x6 .--- 3 3 I 6.00112 1.5x4 11 8 9 1.5x4 11 4 4 h ri ICI Oil ST3 -T 1 0 81 'ii lilt .moi i iii • nt.- i i ii,• .,e,4 i:•:•�. i ii i to. i i.�:�.i.i.i.i i.•:•e. te,m•m-,t4�4�:�:• ve,i,,v,-0. i4ii,V V,,.,•,NI iii .V4%,•, -,Wei ,i%N.•.W, O, i:��41,A IVA,�:� i.�,.•.•.� i.• i....... ,;411 4lyt ii.:4.iiii..i 4X.:4...X.ii4iiiiiii::..iii:moii44.:444.44:44.:..iii:..:.ii:..iiii .:.:.:iii....i.....ii .:.:4:.X:4i:44.iiiiiL•iii:4 •i:• i:iii 3x4 1.5x4 11 1.5x4 11 3x4 0-0-0 Sq -C8:13-94 13-9-8 13i9� Sq-Ck:13-94 Plate Offsets (X,Y): (3:0-3-0,Edgel LOADING(psf) TCLL 30.0 .0) (Roof Snow 307.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 CSI TC 0.13 BC 0.16 DEFL in Vert LL n/a Vert(TL) n/a (loc) dtlefl L/d n/a 999 - n/a 999 PLATES GRIP MT20 185/148 BCLDL 0.0 Rep Stress Ind YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight 37 Ib LUMBER TOP CHORD 2 X 4 HF 1BOOF 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E OTHERS 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1 = 209113-9-8 5 = 209/13-9-8 6 = 386/13-9-8 7 = 386/13-9-8 Max Horz 1 = 27(LC 6) Max Uplift 6 = -3(LC 8) 7 = -4(LC 7) Max Gray 1 = 209(LC 1) 5 = 209(LC 1) 6 = 411(LC 3) 7 = 411(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = -251/13 2-8 = -258126 3-8 = -241/36 3-9 = -241/35 4-9 = -258/25 4-5 = -251/12 BOT CHORD 1-7 = 0/180 6-7 = 0/180 5-6 = 0/180 WEBS 4-6 = -292/63 2-7 = -292/64 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise); exposed; cantilever left and right exposed ; end vertical left and right exposed; porch left and right Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) loads. This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live 5) Gable requires continuous bottom chord bearing. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) at Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib uplift joint 6 and 4 Ib uplift at joint 7. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job • WILGLCLIP Truss V4 Truss Type ROOF TRUSS Qty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD. 0-9-0 SPOKANE.WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industries. Inc. Thu Mar 27 07:53:39 4-10-12 4-10-12 4-10-12 9-9-8 2008 Page = 1:16.8 Scale 4x6 = 2 6.00 FIT _ 6 5 T ST1 T2 3 r.••• i i:?..:••••i . i • : •:•��.•••i•••••i i i i •ti•i i 1::•••=1 • i�tt.��.***••i•i•i•••••••i•i ••i•••••i•••••• i••••••i•• i••••••�i�i�i•••••i•••••••••i i•••i•••••i•i•i•••••••i•••••••i•i•••••i•i•••i•••i•••••• :: .:::.i,.�M.:•'X•:•! : t'W.it••••••••••••••*••••i i•• •�i e. i i .•••••• i•••• i' •: i i • iii'• •'.%• i i�••• .•••i , Job WILGLCLIP Truss V5 Truss Type ROOF TRUSS Qty 1 Ply 1 HAYDEN HOMES WILLOW Job Reference (optional) PRO -BUILD. SPOKANE,WA., TONY CARON 7.030 s Jan 3 2008 MiTek Industries, Inc. Thu Mar 27 07:53:39 2008 Page 0-0-0 2-10-12 2-10-12 2-10-12 5-9.8 3x6 = Scale = 1:11.1 6.00 lif 2 i_I T 3 1 B1 c `f o ••J.:K. ii0•'•44D ••hO•D'.44��t0 i•J•4;••i•D•••••D••ii•.��•4D'•••.i�•��44VIrK•♦P•ih'�•��.i O�iOP•4JP•4'• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••♦•••••••••••••••••••••••••.••••• To o 2x4 2x4 0-0-0 5-94 5-9-8 Sq Ck:S-9 8 Sq-Ck:5-94 Plate Offsets (X,Y): [2:0-3-0,Edqe) LOADING(psf) TCLL 30.0 (Roof Snow=30.0) SPACING 2-0-0 Plates Increase 1.15 CSI TC 0.08 DEFL in (loc) I/deft L/d Vert(LL)n/a - n/a 999 PLATES GRIP MT20 185/148 TCDL 7.0 Lumber Increase 1.15 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 13 lb LUMBER TOP CHORD 2 X 4 HF 1800F 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1 = 218/5-9-8 3 = 218/5-9-8 Max Horz 1 = -10(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = -223/30 2-3 = -223/30 BOT CHORD 1-3 = -16/172 NOTES 1) Wind: ASCE 7-05; 90mph; h=25ft; TCDL=4.2psf; BCDL=6.0psf; Category 11; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-05; Pf=30.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) Gable requires continuous bottom chord bearing. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard . �.�. SEES 1 SHEETS FOR HOLD DOWNS AND WALL BRACING INFO. GENERAL NOTES�. I THE OF PRIEDfly g LISTED TO PRCNC•NG A WCliaD 9ET OF DMVAh S THIS SET OF KANS 6 SFFFY.'ENf FOR CSTAPM A BLLDN3 MSFa f. ilLES OFECTLY FEOtfi B BY THE OWIST OR M DNO CONTRACTOR THESE PLANS ARE LISTED TO DESOlVM LOCAIKOM DUBoo B, OBS1AL BLFLDN3 CO POTENTS. AND KEY FM WAYEFPJA 2. ALL WOW SHALLWAY COMPLY WITH THE MOST CUMOIf FEOLM*3AW 5 Be FORTH BY LOCAL, CDLfITY. STATE AMD OEMBIAL LAWS RU$ CODES, OFCOWCE4, OR FEOLCATKM Of1BW- cowmCfOR OR S,6- CONTRACTCR TO VERIFY ALL APPMABLE CODES AND kMHODS OF CONMFLCMN PF OR TO MEON NO VO4K. 1 ALL WOFK TO NEC KU=4L- PLUENO, AHD ELECTFICAL WLL BE DE9ON BIN BY THE OEMMAL CONTRACTOR AND SIALLWAY COHFOFU TO ALL APPLICABLE LOCAL- STATE AND 947CW L CODER 4. ANY EiiiOR CR OL6SON F4UD N THESE DFNWNFS EEiN„LWAY BROUOIi TO TIE OL-1Ei.OPBfB AND AROHTECTUiA{- DES3gNSYS A778N'DJH E Do NOT- E DRAM NOS V A TTEN DM9MW Si/LL LWAY PRECEDE ANY A ALL SCALED DL6SC!$ CONTRACTOR SYILWAY VEWf ALL DIARMAS R•JR TO COIR LMON AND S ALLWAY BE I PONSOLE FCR ALL DUBS AND JOB S CONDffKM THE OFPCE FDF MUST TE NDTF81 OF VANAMONSS OR DEX ANt';E.S AiipYED AT Dl1fiND COISTRL CTCK SITE PLAN NOTES Y E:AAOti DDNTR,LCTDR AND SUEfCONTpAC,TOR TO VEFpY THE E OMSKE OF EFF® U17.NTE5 N THE ATEA OF CON6ftK1C117N PRCR TO ALL E XCAVATIJN 2 ALL OAADNO AID =AVATTON FOR S7AUCTIHAL- COIPONE m MUST CONFORM TO TFE PFtO,ECT SOLO RESORT. 3 CdNEMCTOR TO VF3i-f ALL SM COt W"S AND DMMONS PFOW M COMSTI MOM ALL ►IO� TO SE BROUGHf TO THE AMMON OF THE DeIE3. M AND THE AFCFFEC4URy- DE"13i KIM TO ANY CONINWTCN OF WOfil:. 4 SETBACKS TO COMPLY WITH ALL APPLCASLE LOCAL COMM STATE AND NATKNAL MOM CONTRACTOR TO VBFFY AW CFKNOM OR ADDS DUA TO DEVELOPfENNf SETBACKS Pf•OR TO C ONSTRFCRON DRAWING INDEX S CS COVER EET AB ELEVATKM Al FLOOR PLN A2 FOLMATOOLOCR FRAM. iPLN A3 ROOFFpoj& " A4 E3.EC'TF�AL PW MAN LEVE;' 2488 SV OLAP PliDlE 5 7? �i� pm� - m ,M-re�j Di SED•q SECTglSJDETALS ST F''THYE WALL EFACNq REVlSY„tJ5 -� D2 EEA.DNO S:CRONEdDEfALS DO MA DSM SECTOWIVETALS ••�"•• "•�••• QI WT. 3w EEflROOM CN FOINOATA FLOOR PLANS FM OPT. MDEE,OROpA ROOF Q FEAR EEVATCM=F!'f' NS CtAS OF 0407M PLANT 644ELF DETAIL SEE DETAIL IM3 FRONT ELEVATION E: 114: : 1:-0: (.'A X 336 SHEET).4- a' 10 SAE: 1/8 -0 (11 x n SHEET) NOTE: APPROxIMATLY 46 SQ- FT. OPTIONAL MASONRY STANDARD PLAN APPROXIMATLY 53 5Q. FT. OPTIONAL MASONRY COURTYARD OPTION. l.EF-T--=LEY,4T ION SCALE, 11.4* 1'-0' (.74 X jg- -&4ES-) SCALE: i/s, v -c, to . n 5t4EE-,) VENT AS SPECD ROOF AS 5PEC70 FASCIA AS SP -=CV SIDWG AS 5 -1 -CV TRt I AS SPECID OPTIONAL MASONRY AS SPECID ------------ ',— opTioNa.L m4 OCR w/o -,r STOOP OPTIONAL WINDOW— PATIO AS SPFCD— UAT;4 3 0-niow OqLy ------ RIGHT =LSVATION SCAB:, 6.4v-. ::-0*'(24 X 3r, -'+-IVTJ C A' Ic, SCALE-, 1/8' - -0* (11 . TI 544ESTI REAR EL=-\44TION SCALE-- IIA* V (24 X 36 SHEET) 0 2* A' 1. 1. SCA -E: 1/9' 1.:o,,: in x n SHEET) [j tM�RW 22E FAX WA -C ELEVATION SEE S1 SHEETS FOR HOLD DOWNS AND WALL BRACING INFO. SEE 01 3r -PD �EDr20DM OPTION SEE O3 -Oe"' CDu+2T%rA;P'DCsN4I"c'RGICsE OPTION �N-- a— — _ SYMBOLS LEGEND 'M 2x8 FRAME WALL U/ STUDS 2.4 FRAME U4L•L UP STUDS INTERIOR INTERIOR —A—WG WALL WDIC.4TiON1 I.DIC:ATES BRACE PANLELMALL. SEE 2-7 A /SF EAR NAILW SCHEDULE ® SOLED BLOCK WDICATION 0 3'N PIPE BOLLARD CF G RANGE IN FLOOR G.L: cNNANIsE N GEEING LkNE FRA^ED OPENONGS, FLOOR PLPLANDESCRIPTION !31•FOLD: 62' X 61• Bt -PASS: 83 I/<' Y. DOOR SI7.E MAN LEVEL 1031 2,Q FT. GARAGE -400 SQ. FT. 5"k. 114* . I'-0' (24X36 SHEE7'N ® 2 4 B 10 SCALE. IB• i'-0• Ch X tl SHEET) _. LBAAT 2 FLOOR PLAN NOTES VERIFY AL SITELfE UTufS rY LOCATIONS PRIOR TO ANY COTRUCROK M OONRiACTDR,D Y8i-Y ALL &TEWAL SPEfY --kTK . DOOR MID M7NDGNW 6L:�. COf1S(flRJCTY7N MEANS AND S'ECF�ATO S PROR TD OOttSTBUC M ALL EXTERIOR WALLS TO BE WOOD MAMED AT SNCHS GC. AND ALL WEER CR WALLS 70 BE 24 NCHRS QC. UNLESS HOTTED o7ttwmr_ ornucTunAL M6,� 70 BE FASi[f8) AW TABLE &M= 4.6EPAMM HIDU.�E FROM GARAGE BY NOT LESS THAN 112' GYP" CN THE GARAGE SM GARAGES WITH UNABLE SPACE ABO1'E WLL BE SEPARATED 1" EVER BY NOT LESS 7TYPE X GYPSUM ON THE GARAGE CEILM 0=0 S. EN'RTY 70 !OUSE PROM THE GARAGE SiALLWAY BE NOT LBS THAN 1.3/8'7 SOLD WD OR STEEL OR HONEYOC6E STEEL! OR 20 MUTE FFIEf WTED DOOR.830" i SUM BL= TO FOUNDATION N BENEATH ALL COLLABENS 6 OFfl35 TYPICAL 7. ME S SFL�TS 6 DETAL SiEETS FOR BRACING PANEL EEG ' WALL DETALS T�L.ACE DETALS, ETT - i FRE BLOCOO SHALLWAY BE PROVIDED TO CUT OFF ALL CONCEALED D RA OPENINGS 80TH VERT. 6 HORD BETWEEN STORES AND TIE ROOF. RB07.8t L ALL GLASS TLS AND SHOWER ENCLOSURES GLASS ADJACENT To 6 W TTHN 2 FT. ARC OF A CLOSED DOM L�9 THAN IO NC*S ABOVE ANY STAF0,aX SFFAC E. WIMi 36 NCHU4 HCRZ STAR WALXIL3 SURFACE TO BE APPROVED SAFETY GLASS.IOD&AER H 0 FUi4t WATEATER, DRYER OVEN/RANGE AND BATH PANS TO VENT TO EXTEIOK ALL BW+R�. PLOT LIO RM AND BLARNF..fS TO MUl 6E A IM OF R NCH6 AFF. WHEN LOCATED N THE GARAGE CWT In BRC. Gz4oL2) Kmac MLi Z NS L PPEPLACES To BE TAt.LED PER MANJFAC7UES Ib'NUCTION 6 EQUIPPED WUH PROPERLY S2ED 6 LOCATE) EXTERNAL AA SUPPLY. BRC. 62434.1 L H ANDRA S NOT LES37HU4 34 NCNB OR HIGHER THAN 38 N '8 CHS MMIS GUARDRRAIS PROTECTN3 DE= OR BALCONIES SHALLNOT BE LESS TI I 36Cm low MAX. SPACE BETWEEN RAILSiS. S 4LLWAY NOT EXCEED 4 NCH6 ED= L ALL METAL PIPING SJALLWAY BE BONDED. BRC, E3SMU51 L EXTS" JOKTS AROUND WI6CCJA'6NDOOR FRAMES, BETWEEN WALL CAVBES A WIDOW OR DOOR FRA4ES, BETWEEN WALL a FOU DATDN BETWEEN WALL 6 ROOF . BETWEEN WALL PANELS, AT PE EIRA71CM OR K�S ULLM SERVICES THROLKNH WALLS, FLOOR 6 HOOFS 6 ALL 07H EM OPENNX IN THE EXTERIOR BVELOP'E SNL LWAY BE SEALED N A MANNER APPROVED 'RCE BUILDING OFFICIAL BRC. N024SIDJUl . NODAS2y EMERGEmOy ESCAPE 6 RESCUE OMOX)p OPENING NET CLEAR OPG S7 SF, NN. OPENING H EOW 24•, VIM= ML OPBNNG WIDTH 2tr §==RE 4• A Sl M3HT OF NOT MORE THAN 4FF-MMU1EN NS . WTDOWS StALLWAY BE INSTALLED PER WRITTEN SISICBCH N N PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. BBL. PAW A STATE OF OFEOM LAW OR= ENERGY PATH L (TABLE NNW&I M(Z 6 LR B. STATE OF WASHNGTOM LAW WAS NOTON STATE ENERGY CODE STRUCTURAL NOTES SGE CHARTS IDN 51 5H1 -1T AND BRA t A� t�}I NT P R I A /IDR S2 SNE ❑LAI L l3RAGiNG PSR W—TABLEi!'DI AND ORSC TA t 5 R602 t (1), C^) 2484 5W 6LACBi PL PFIONNE 541873.8869 �F 5415480781 L�T I LEVN -� CUMENT AS OF 040708 20NF WA—C FLOOR PLAN CS SEE Al SEE S1 SHEETS FOR HOLD DOWNS AND WALL BRACING INFO. 'see Oi 3RD BeDROOM OPTION SE` 03-06 Sew lRT't'4RLU C;!.&QA,-_E OPTION SSE 07-Qa11 GOURTYN4RD C4R=1N4G-E HOUSE OPTION SYMBOLS LEGEND CONC_ FOOCONTMY.T,_ FOUmATICN ON I2'xb' MIN. — — _ 2x4 CRI5 WALL W/ STUDS F=_R JOIST LAYOUT ON II xb' CONERwl-5T GCNC. FOOTING k JOIST HANGER 3•- PIPE BOLLARD ® SOLID BLOCK INDICATION PATIO 4' CONC. BLAB ON COMP. GR NJLAR FILL SLC —. MIN. (z FROM HOUSE, THICKEN SLAB . PE-RIIETER I I i I I I I WEER. N• CLEAF I I ! I I I I ADJUST JOIST L 1 FL>OCJR S1•STET'1 j I I I I 314• Tt G WAFERBFC) 1 VER 9 -UP_' ENGR I -JOISTS 1 0 152' OL. I I I I i i l j j 1 1 2x4 CRIB WALL W/STUDS I I PER JOIST LAYOUTI I I j I !--I_4 x 1 HDRI, _START PORN o LOCATIONS 51 _ _ I R CRAILL ACCESS OUT AS NEEDED I I I I j I I j l l 1 I i i I I I I I I I I I I ( t I t 'ICRAUfL AGGE5I 1 ! ERS ASCD X, I � I FPROVIDE 812EAK IN CR15 j I ALL AS SPEC -0 I i j l l j I l j j l j I l i j j j j 2x41 CRIS WALL W116. ! PER JOIST LAYOUT ' I i ! ! I I I 1 I IeI ,-Oo' TIE Dowty -7 � I 24 X24X I0 flLISR1' PJ' RICH J `»nr�o SLOB LINE 4' CON_ SLAB ON COMP. GRANULAR FILL SLOE MIN. tz FROM HOUSE, THICK -N SLAB o PERI--ETER VERIFY PRIOR TO POUR I 1 GARAGE 4' CONIC. SLAB ON CZ-1—ACTED GRANULAR FILL SLOPE MIN. I z TO OA DOOR 4• eDN_ sLAB eeI I I CO`IP. GR.o.NttAR I I iL. SLOPE MtN, � I h � FR?I HOUSE BLOCK OUT STEM WALL FOR 2/B DOOR I I VERIFY PRIOR TO POUR I . I I I ( (. I I ( -Ix EXP. JOINTS I I WHETS 5HCW.N t AT PERK ETER I I I I I I I I L— - DEPRESS DRIV=-WAY I _—_-- — I I LI i/)• o GARACs- DDOR I L^----------------------- ..r CONT. FTG AS 5OND BM, W/ (2) P4Ii BARS CONT I I " 4' GARAGE EXT- OPT- --- - - - - - - - - - - - - - - - - - - - - PT.-,--------------------- J� I II II j I �I II I I I 8' GARAGE EXT. OPT. FOUN ATION FLOOR FR14M INCA PLW4N SCALE: I/4'al'-0• (24 X 36 SWEET) SCALE: U8•al'-0• (S x n SI-EM0 1' 4' 8' �• . (per• *It* plan) 4• CONC. SLAB ON COMP. GRANULAR FULL. SLOPE MIN. ISz FROM HOUSE FOUNDATION PLAN NOTES MOW UO05 =%& RMEN34, SPECIAILTY CODE / =6 ft— WAWA AL6F]IE�JTat _ VERPr ALL SM !RUBY LOCATKXS MMM ANY CONSTRi1CIIOHt� �"+r:^'�d �'�`••a COMRACTDR M VEF SOL BEMZIG VALUE OF 1500 PSF FOR CLAY SANDY CLAY. SILT CLAY, CLAYEY M -T SLT i SANCW' SILT OMJM CONDITNON MAY REQ SPEM&L DeScW OR AL79W'M coNgrmcn* %&- M M COHIAACM 70 VERPFY SOPS REPORT PRIOR TO C016TFWCTION W RN REOtfED. RABIF RIOIAII L COUMCTOR TO VERFY ALL DETAILS, DKaSK*a AND SYECFDATIxS PRIOR TO CONST%1CTIOR SEE DETAL AND S %SETS FOR ADORMAL N=ON{ATIOR L ALL FOLMATCN WALLS AID FOOTING TO BE CONTINUOUS CONDEIE STW WALLS AS SPC-CIFIM BY LEND. BECTON DEEM,.;., AHD/OR STRUCTURAL 841— L STB4 WALL CONCRETE TO BE 30M PSI WolsEti ^ ) AHD GARAf3E SLAB RACK TO BE 3000 PSI 1111013 =01 a 3500 PS16EV. CO DL rtABLE R4= L {TIBIA DEPTH OF F007M BELOW LRDSTRUBED OR OLD SURFACE WILL BE 12 N>r. FFCST LW DEM SHALLWAY BE DETE IAN D BY THE LOCAL dANISDIC'IM URC. R401L.Q IOASC, 8403= FOUDATDN WALLS TO BE CAPPED WTRi Z( MID — PLATE OVER A FIBROUS S.L SEALER TYPICAL ANCHOR MLD SLI. TO FND. USING AOL V2X7' ANCHOR BOLTS - W -W O.C. TIP. ILSEALL OWE BOLT A MFL i Fr. FROM 7HE ENO OF EACH PLA1E SECTION. BRC. 8401161IORSC B403M • OWINAOE= GRADE SHALLWAY FALL A ►H 6 NCHS WMiN THE FRSE 10 FE. PAMM . PROVIDE EIDER FLOOR DRAW AS REOUFED PER CITY CODE L FOR SBJ.0 ZONES D: PROVIDE i"COMINUOUS FM . N BOTH INE 80079X3 AND 7HE STEM WALL. ON A 2 POUR SYST W PGE1 K VERTICAL WITH A SrANDARD HOM AT 4 FT, O.C. Bi40a= FND W/STEAWALLS SHALLWAY BE PROVIDED WRH A MN OF 1 K BAB WITHIN 12 NDS OP TOP OF WALL d 1"BAR LOCATED 3.4 NCI 6 FROM BOTTOM OF FOOTNO. SRC, R403=(OAS.C. R40MA0 PROVIDE A OFHDM0143 ELECTRODE CONNECTED TO A D Fr. M lEM'7RCEME IT N IHS FOOINC. (O.RSC. PAO=NRC. E3SM= PROVIDE i SO. FT CRAWS. SPACE VENTILATION PER 154 BO. FR: UNDER FLOOR AREA FCR OREGON (ORSC 4069 AND 1 SO. FT PER 300 SO. FT. FOR WA MZ DIE SUCH OPUIINQ %HALLWAY BE WORN 3 FT OF EACH COMM .9♦EST ALL EXPOSED EARIH N CRAWL SPACE WITH 6 ML BLACK POL.YETI`MENE SEAM SHAU_WAY BE OVER LAPPED 12 NCH%A TURN t2 NDP U' F D WALL RORSC. M10492 TWA UISR Y CODE PARA 50216.71 . ALL WOW N DIRECT CONTACT WICONCRETE SUFACE$ OR WITHIN V OF E%POSED EARRM TO RE APPROVED PfESStiE ITEATED MATERIAL EXTERIOR IOR WOOD SWEATING IIDT I E -M THAN 6 NCHRS FROM OPCUO. RBB] (2U d RIO W&*M CLEARANCE RIM M BOTTOM OF FLOOR JOGM TO E%POSED EARTH. 618 NCNB R FT FOR BEAWS d GECEIM a%tj M FLOOR SHEAT IW TO BE 314 Td0 LAD DUODNAL TO t -JOISTS SPACED UP TO 24 W CPS O.C. MABL.E ASW Will 8 FURIAACBS LOCATED N THE 0ARAOE SHALLWAY BE PRO11TIC713D FROM AUfpbBLE I+PACT.0AWAI NMLAOS AW A STATE OF OFE.M AW ORSC. ENOW PATH t RASE NUD41 M (Z d CO It STATE OF WASHNGTOM AW WASH i3TON STATE ENERGY DOM 2464 BV cLACBi PL PIROWE StLH• OR FIEVISKM W STRUCTURAL NOTES -- CUIVIE ' AS OF 040708 © 5=F CwzF c Cn 5, i�-- ALPO BRACE YJIN= '( W R=OUT _"-=NTS R S' A /^c S- SH T 9 1IAL ! BRA'-INGL a=ll IR" 7A L 1D _C)R5C 7AMLE5 R6✓ IO. ®d1 RNATE JRd•-= SAN=' Z�, MR•LPANEL LENGTH 32• SIN_'-' � STDRY 2 ANCHOR BOLTS DEA PANEL (o U4 POINTS IN OR) WA -C WITH 1500 k. TIE iU A NE DEVICE o EPAL END FN7 TO BE REINFORCED WITH NOT LE55 THAN (1)'+4 BAR 70P 4 BOTTOM 15T 5T 0¢r C= 1 STORY PANEL ON BOTH FACES WITH NAILING . 4' O.0 . UAT14 (3) .ANCHOR BOLTS o 1/5 POINTS FOUNDATION WITH 3000 Ib TIE DOOM DEVICE EA. END OF PANEL PER IF?J--/ORSC 8602.106 5P MIN. GYPSU"t BOARD ON 24' D.C. STUD SPACING LOO R FRAMING MIN. 48• U)HEN INSTALLED BOTH SIDES PLANS MIN, 56' U3•EN INSTALLED TO ONE FACE OF A WALL WOOD STRUCTURAL PANEL SHALLWA7 BE JAW TABLE R602_05 IRC/ORSC PARA R602v,4 SEE CS ATTACHI•ENTS. I OG. DG T• SCREWS OR Or NAILS o 4. OL. ALL PANEL EDGES AND o RR FIELD IFIL^/OR5C TABLE Rbar-103(0 FASTENED TO FLOOR t ROOF FRAMING UAW TABLE R.023(t) SEE S1 SHEETS FOR HOLD DOWNS AND WALL BRACING INFO. PLATFOQP7 LOCAL Til RE(.BAREMENT 41L 2/Dl Qoor- ;:QA"'IlNln SCALLS, V4' . 1'-0' (24 X 36 SHEET) 0 2' 4' g' SCALE.- V6' . P-0' (11 X IT SHEET) ROOF FRAMING NOTES 12MDRE30N FlDt3tiL•: SPECIALTY CODE /2D36 M WAWA TRUSS MANUFACTURER To VBiFY ALL DIUE 50 16 FRFC IDIMF PLAN AFLOOR PLANS PRIOR TO TIE OO MANUFACTURE OF RF TRUSSES TRUSS MANUFACTURER TO vEiiY R.RIACE LOCATION a DEw* imus S TO SUPPORT SYSTEM WHEN INSTALLED N ATTIC AREA IRS=" I CONSLAUC: A MN 6 FT X 6 FT RROU(E PLATFORM KW L TAL FOUND ON SIAEEf D WHEN PLATFORM 6 NOT DE90TED N TIE TRUSS SYSTIM BOTTOM CORD OF TRUSS TB BE DE"EX) FON 2D LB LIVE LOAD WHEN CAPABLE OF STORING A 24 NCH WIDE X 42 NCH TALL TTBA BRC. TABLE FOD15 . ALL ROOF TRUSSES TO BE B41NEEFED BY A TRUSS MAMJFACTU$'L PROVIDED TO BUL.ON3 OFFICIAL A APPROVED PRIOR TO INSTALLATION. NS=nA 4 F002JU . ALL TRUSS S Mcm TO BE AS SPECD ON TRE ROOF d EDEVATION SHSTS. IA W M ROOF RLOH WMRERIOA VAULTS TO BE 3112 PITCH d A 5112 ROOF PITCH WINna-sm VAULTS TO BE 25112 RICH) ALL Tip63 P AidNARE TO BE APPROVED BY TRUSS MANIFACTI.FER 6 DE33NED TO RESIST WTD LFLIFT PRE5SURES BASED ON LOCAL WIND LOAD 6 ROOF WIDM TABLE fgk= ROOF SIEAThIk' TO BE 7116' CSB W(R USSES SPACED UP TO 24 NOH OO. RABLE R5032t118 ASPIMLT 900LES SHALJ AY BE INSTALLED AS BPS= ITY MANUFACTURE i NOT Lffi TWIN 4 FASTENERS PER STRIP SHNOLE N AREAS LWEA•C WINDS RCEED 1D mpt� SPECIAL. FASTENING MEh ME REOURED.RW26) . FBE eLDC'ATJ3 SHAL-WAY HE PROVIDED TO CUT OFF ALL CONCEALED DRA OPE INCA BIOTH V8Tr 6 MM BETV STORES AND THE ROOF. 96=81 DOOR AND V*X)OW HEADERS TO BE AS NOTED. LOAD-BEARING IE.ADEAS ARE NOT FE XIfVD N M: 0R EXT NON-TEAFMG WALL.a816A27Z) BLOCK TO FORMATION BENEATH ALL COL Mle BEAMS, GIRDERS ROOF VENT CAPS TO BE LOCATED AT REAR ROOF SLOPES IM POSSIBLE PROVIDE i = FT ATTIC VENTILATION PER 3DD SO. F7. ATTIC SPACE W M SD-= OF VENTS AT LEAST 3 FR. ABOW TIE EAVES, OTFELW66E 1 SO. FT. TO W SO. FT. OF TIE AREA 680621 PROVIDE MN i NCH SPACE BETWEEN INSULATION AND ROOF SEATII Q VIA SAVE VENTS ARE ►STALL@. 880631 ATTIC ACCESS:tYVLWAY NOT BE LESS THAN I2'C)2' RD" OPEAIKT WYRH I~JM OF 3D INCt6 UNIOBSikiCTED IEADRIOOA ABOVE ACCESS OPENING. BWQT.B INSULATE KIM. A STATE OF C>FECIOlt TAW Of= ENEIM PATH I MABLE W"101216 DE B STATE OF WASYINaTOM MW WA9I43TON STATE ENE 3Y CODE. NOT_' MIN"W' O? 1 50. FT. OF ROOF VEWLATION FOR HOUSE 4 3 SQ. F-- ROOF VENTLLATION OVER GARAGE SYMBOLS LEGEND (t om 2.1. FRAME WALL W/ STUDS C = = 7 2.4 FRAME WALL W/ STUDS INTERIOR BEARMG WALL INDICATION. 0 SOLID BLOCK INDICATION APPROVED JOIST/TRUSS HANGER F APPROVED BEAMVGIRDER HAW—ER t RAFTER TIE DOLL" 2464 SW OLACBi PL PHOAE 54 ' O FF x5415aom a_a• i CUFFEtNT AS OF 040708 SEBW ZONE+ WA -C ROOF FRAMING PLAN CS A3 3/4, PLYU00D -,+EATWING-, W Or- PER PLAN OOD "TUPAL PANEL LIN INSTALLED STR�j- OROANCE -CENTRAL FURNACE CLEARANCES 2.47Z26PORTS NAILED WH TABLE =;7 S 514ALL BE PROVIDED IN ACCORDANCE TO 4' BLOCK W5 PERWITH THE LISTINGAND THE MArLFACTURER FURJACE 6/12 INSTALLATICN RE=IREI-ENTS Ibd MAIL 2A' Or- MANLFA CTURE R 6/12 GYP-" BOARD INSTALLED IN U45 TION REQjIRS,-eNTS_ � :� / , . '\\' \ \:�. CwPT I --FWNA-- PLATFORM Nlt�f -1 .1, 3/4' PLYWOOD SHEATHING -71- I* A5OV-- LOCAL INSULATION TRU-56 BOTTOM CHORD PANEL RE"WREMi�T M2.3(l) �-.--2.4 PLATFORM &JPPC-FZT REOWREMENTS 6- Oz/ MAIL o r• Od NAIL IV Or. ON ALL -:_-j.4_ 24* O.C. BEARING ON T, (ALL PANEL 5) FRAMtW- MEMBERS NOT AT PANEL ECI.ES C" TRUSS CHORD PRE-MANIFACTuRE (d) OUTSIDE CORNER QETAt D TRUSS PER PLAN i if if II II j 4' BLOCK WG PER II if if FURNACE MAI tFACTURER INSTALLATION RE QUIREI-ENTS-\ GYPSLIM WARD INSTALLED IN HVAC Z�ORDASCE UnTW C441 -T I IIIII II IIII T2Ox4 TSRUUFSPS ORTS 3/4- PLYWOOD SWEAT �t�j,.4 / WODD STRUT-11APAIL PANEL NAIL INSTALLED N ACCORDANCE UATW TABLE 60 -2 -VI) \-01a MAIL -------- .1 ---------------- TRUSS 5OT70m CHORD ii LiA-A SUPPORTS W -a NAIL 2A' DC, (ALL PANEL ezoyr.-Es) ----------- NAILED TO BC�TCM 8,d MAIL 4 12* =. ON ALL C,4 V, . --------- ........II ME NOT Al- ----------- -------- PANEL EDGES UDOD STRI=nIRAL PAWL CS INSTALLED N ACCORDANCE PLATFORM M=TAL WITW TABLE 6=.3fl) SCALE: I/s- (b I INSIDE C--emm DETAII DEXTER (OR CORNEA' FRt4M INCA SCALE. L,2'- I' -V ell x n SHEET) PRE-El•Y ENE_ TRUSSES PER TRUSS LAYOUT NOTE, PRE-ENGINEERED—\ ROOF MEMBRANE TO BE ASPHALT SCRNvA--NTE;D SEE ROOF FRAM- TRLIS5-=S. GABLE S�4`NGLF-S, OVER IS' ROOF FELT, BLO=w. PLAN FOR ROOF CONDITION MOTES: OVER PLYWOOD SHEAT14RV- J21R PITCH C--,L_,CUTS SEE ROOF FRAMING =D/vENTED acmwo/VENTED PLAN FOR Roo- Pte -ENGINEERED TRUSSES PER IT .............. ISLOCXW3 PITC*4 CALLcu I TRUSS PLAN 6X22 OR OPTIONAL -r- SCf;IwD BAFFLE SOFFIT GA. r ING INSULATION OFITIONA-1 PER LOCAL CODES RAN GUTTER WERE RECD ROOFING AS S-1-clo GA. FLASH( DBL. TOP E OPTIONAL INSULATION PER LOCAL CODES GUTTER FASCIA INSULATION PER LOCAL W�IERE REov —U2• GYP. BOARD CODES AS N v SIDING AS ROOF M-1-15RANE To Pr---EN53IN[EERED TRUSSES OPTIONAL WALL INSULATION PER SPEC=) BE :15�.ALT 5+41W -,LES See* GYP. BOARD To PER TRUS5 LAYOUT FASCIA LOCAL CODES GARAGE OVER 5- ROOF FELT CELIW-' WEN KSQLAT ON AS OVER PLYwD SHE4TING LIVING SPACE A50VE SIDINGAS 2x6 STUDS 1 1,2* GYP, BOARD . FIF;..W4LL SPECT> SPED WAjJ_ INSULATION PER JOIST WARDWARSE AS SPEC'O PRE-ENGINEER_.0 DOUBLE TOP IF -LATE LOCAL CODES 2x SOLE e TRUSSES PER TRUSS 3/5' PARTICLE BOARD LAYOUT "Daw- � BENEATH .7 x 6 STUDS (VINYL FLOORING ONLY) SILL SEALER UNDER BAFFLE JOIST NARDwARE As spEr-v —114'CEMNT W [TILE ONLY) 2. P.T. MOD SILL l'2'plA-ANCHOR BOLTS 05L- 2x4 TOP e 2. SOLE le .6 -ID, Vr- I' INTO FWD. 2x4 STUDS ALER UNDER 3/4' TIG PLY, OR EQUAL NOT MORE THAN 1'-0' SILL 5E FLOOR 5�IEATWG INSLX- I DRYWALL In' GYP. BOARD TO 314' T4G PLY. OR EQUAL 2. P.T. "mD SILL FR -'-t END Or PLATE AS SPECID GARAG-. SIDE o FIREWALLFLOOR f*EATW, FLOOR FRAMING AS 5FDE--'D SECTION 4' CZ*4r- SLAB ON A* L12- DIA. ANCNOR BOLT BY PLAN COMPACTED GRANULAR FLOOR FRAMING AS SPEC -0 or_ -I- INTO FND, 'IN. FLL- 11 Exp. JOINTS 4' LONG. si-As ON 4' 15Y PLAN NOT, TWAN V -V FLOOR tKISUILATIC'N PER LOCAL F-ERII-IIETER FROM END or C- M CODE (LAT�WIRE SUPPORT) CGMP ACTED GRANULAR FLOOR INSULATION PER LOCAL PLATE SECTION a: CODE (LATHE OR WIRE SUPPORT) mi 2x CRIB WALL W1 STUDS INLINE PERIMETER ON 12*x( , * CONC. FTC, • BELOW MIL BLACK POLYETI-ELENE DEPTH. CROWD GROUND CZA-MR, LAP 4 WRAP LOCAL CODES. .7 ML BLACK poLyETHFLENE UP 11-01 MK GROUND COVER. LAP 4 WRAP BELOW PRDST OPTIONAL pE UP V-0. mx DEPTH CHECK DRAIN PER LOCAL -�COMFACTED OR UNDISTURBED DRAM p.o. NMORIMZ/VERT. LOCAL CODES. EARTH. GRADE TO DRAIN. ,_-�C`OMPACTSD OR UNDISTURBED OPTIONAL PERMETE REIN�llENT AS REQV EARTH.GRADE TO DRAM. ---OPTIONAL CRAM SPACE DRAIN REWIORCErIENT AS F--O'o DRAW. C3 -Mr -K LOCAL la TO RLL - BACK OF WALL CHECK CODES- LOCAL CODES. 1,10RI�LNFZ/vEwt. (3A;R,4(3F- LUALL AlEreTION 21REWALL Sgr,710N (I -ST AS RSQ'O SCALE= l/2*:I*-o- (24 x36 s,,EET) (4)1- om*ro) BC -41-1, 114. "-V' (11 X 1`1 SHEET) SCALEz e24 >c I& Sk-=) ",�VI-BT0Ry LUALL SECTION SCALE, 114*.I'-0* rtl)< n SHEET) SCALE: V2' -I'-0* (24x36 SHSETj SCALEv (H>(n SHEET) 24N4 SW GLACER PL PF47fE 5416• OR Fffrift AX 54L54ED761 r— I Mffe4T As of 04mm SBEM ZOte WA -C BUILDING SECTIONS 5lil;Pm DI 3RD BEDROOM OfZT I ©N �L�GT�?IGF4L PLAN ©PT. r-nU;Pmr%e =; (214RAGE LIG" N DC Hi= -2------------------------------------------- C fzv. -------_ GARAGE EXT. OPT. J' __ ------------------------------------------ MAIN PLAN 9Ca3LE: 1/4• . P-0. 12A X 36 SFF..E7I va• . r.Ma• rn x n sREErf ELECTRICAL NOTES MRS OFEGON aPasei nCODE f 2009 FC %WA t ALL tY ME TO ►CWrFKW AFD %ALL AY. WNL BE DE33N &R.D� P..m.P.a.�.a '�•+.� Tf¢ DB�t41-CONTRACTOR AND SiAt1.WAY CONFOMIU TO ALL L.00+MI. STA AND NATONAL CODES 2 ELSMVICAL TO BE FLVEW». APPFKMD BY A SEPARATE PERAT Q N4'ECfED Of OFFX'AAL I-AYNO.KAV=TM RMS & Ut109.i?I 3. ALL METAL PPW3 S$Y1.WAY BE BONDED. M. E39MA 4 SUPPLY 5 RETURN AA DUCTS TO BE CO SURGED 6 WU.ATED LAW CHPT I LOCAL. STATE. AND NATIONAL CODE ICHPT'A 5. ALL SUPPLY HUNS TO HAVE AD.LACBsiT DAMPERS i ALL RETURN AR RINS TO BE HOWDA PSIED. S. FNA- AS S'ECD fly PROJECT LONWEL FURNACE HEATWO, SYSTEM TO BE PROVDED WTM f*3t ACEASLE AA FLTEF& BOTTOM OF ALL ELECTRICAL. WALL HEATHS TO BE 2 Ft. AFF_ T. WEN NTALLED. FURNACE S ALLWAY BE NOT T LETiS THAN 781 cif. (ORSC. NnOSS21 FOR WA OlL-FUED FURNACES SiALL.WAY CONFORM TO AHW L 727 d ELECTRLO FURNACES SiALLWAY CONFORM TO LL 1885 !EE BRC mmmi B EXTT3iOR VETS TO RI_ WATER PROOF , HAVE BACJCDRAI-T DAMPHS 8 ROOF VENT CAPS TO BE LOCATED ATTHE TEAR OF ROOF SLOPE WHEN POSoYYE 9. SMOKE DEICCTORIi SiALLWAY BE PLACED WITHN Q OUTSIDE N THE VAC Kr EYEAY SLEEPW. AFFA. SAC. R3CiMtOF 3^C FOW 10 SMOKE DETECTORS TO BE INTERCONNECTED WrrH PWAAW POWER SOUKS FROM 7HE HOME l VAH BATTEiR' BACKUP (LAC, R3T3ZMISC SO= TL ALL BATH WH MYET A RANGE HOODdMORO TO VE MT TO TFE OUISOE ICHFT 151 t2. N S®LC ZONE DI i D2. WATETR HEATHS SiALLWAY BE AW -400M OR STRAPPED TO FIESST FOF=NTAL DOPLACEIBAL fNO(WZ t3. ATTIC MEAS WTtH1 F UWJZE EoUftla T SiALLWAY HAVE ONE L.DFTT FMUi AND ONE CUTLET NSTALLED.9A30=11 It ALL PHONE CABLES TO BE CAT S OR EQ WALENT: IS. M9CF WAVE TO HAVE A DEDOATED 20 AMP CS=. IS GARAGE DUPLEX OYn.EFS ONE OUTLET LOCATED ON THE BACK WALL, OTE FOR EACH CVEIV- AD GARAGE DOR AND ONE OUTLET VA E3 OPTIONAL FRIGA.TION SYSTEM 6 SELECT©. . 17. Mk REO EXHALJST RATES O TERIATTENT OR CONFNU om PER TABLE 15093 A PFKWDE Wl. IDD CRU NTEA OR 25 CPA CONT. EXHAUST HOOD N OTCHEI ATEA B. PROVIDE MN. SD NTat OR 20 CONT. CPT/ EXHAUST FAN N BATIfOOM AND LAUNMY AREA. ERG. CHPT IS TABLE &OW7.24 CHAPIHR 19 i .i4T SWiTC" W=CFPTISRTASLEBxf1509316 CHAPRHt% C ELECTRICAL LEGEND ,� BWITTCH BFR —{-P'a HL'15E BB b PHONE amET Tv 7E.Ef3ON$CABLE OUTLET) ELJSCTF =AT. PANEL �®777 LOW VOLTACTE COMIA.M r-ATDN4 PANEL ONLY MG DIE 2.194 SY CY.ACIB+ PL .— 54USt9907 �F 541548U7SI CtPA84T AS OF 0407M SEEM ZONE WA -C ELEC PLAN SEE CS, A4 THFM-WAY SWMOH ' LXW'1T FCRUE RECESSED CAN UO W RaUE 4 EXIIAUST FAN '{ LT]HT FAN SMOKE DETECTOR —{-P'a HL'15E BB b PHONE amET Tv 7E.Ef3ON$CABLE OUTLET) ELJSCTF =AT. PANEL �®777 LOW VOLTACTE COMIA.M r-ATDN4 PANEL ONLY MG DIE 2.194 SY CY.ACIB+ PL .— 54USt9907 �F 541548U7SI CtPA84T AS OF 0407M SEEM ZONE WA -C ELEC PLAN SEE CS, A4 T05R, WL -LM Y��KL� QF MAY LEN -TOP PLATE LAPS S ALL BE FACE M, (B)16a a EA. 30E CF BPLME 1'TK 112, GYP BD TRUSS PARELLEL TO BRACE WALL LR VJ• GTP BD TOF VIEW SCALE IG' x I'-0' (24 x 36 SHEET) 2X4 BALLON FRAI'MD NOTCI-ED a 2 TOP F-L47'E \ INSIDE WALL EXTERIOR WALL ENai2 GABLE END TRU55 TOP 2X6 DOUBLE TOP PLATE 2x4 BALLOON FRAMED NOTCfED INSIDE WALL • 2 TOP PLATE TOP PLATE 1 J015T AND TRUSS PERPENDICULAR TO BRACE Il) LL L b JOIST OR 71dYaF 4�-m• NT. BRACE A) © j'._.. PAlLL NAILED TO FL. I� (3)16d a 16' O.C. PLACE 2. BLOCK%* N EA BAY, TOE HAL (3) Sd EA END. NAL 8TM PLATE NAL BTM PLATE (3), 3) Wd • 16. OL, (3) Wd + 16. OL TOE -HALED TO TPTOE-NAILED TO J015T Ba • b' OL. J,)• !ST P �ea a 6. OL PERPENDICILAR / TO BRACE WALL LNE TO BRACE WALL LRE BRACE TOP PLATE LAPS TOP r...ATE LAS$ SHALL BE HALED M 1x MN. i PER 54ALL BE NALED 15AY L (S) PL • EA BIDE (B) W. a EA BADE E4 BAT LENGTH OF SPLICE NT, BM PANEL LW- PAM. HALED W9-Btl OF SPLICE 'LEDBRACE HALED W/!-ibd EA END, EA END. I 2x BLOCKMYx i -JOIST OR TRUSS MN. 4 PER' N. V2' GTP BC( NT. BRACE PANEL( Md VJ' GTP BD HALED W9-wa EA JDLST P I eTn PLATLLTo eLK. f3) Ibd • Ib' O}, NAIL Brn PLATE I BLK JOIST PER"EN'DMlLdR TO BRACE WALL LME (3) Wtl • ib• OL. TO BRACE WALL LINE 4•-m' NT. BRIE [�EA HLK- BAT LENGTH BRACLED DRAGE uvs-Y.d INTEi�IOr�'c BR14CE PI'�,NEL SCALE: W HE (24 X36 SET) SCALE: VO (n x n 64MT) 2C4^PSJR:GON RESfDENTL4L GORE: PARA Rb02b9 (Rbm21H.5. TABLE Rf.m291i) ((2) AN£L OYER 20.6 NTEpJATt^Ji4L RE51DENf1AL CODE:PARA Rbm'J¢'=, IMbm2,)m9, Rbm2JG: TABLE M&=C fU t (S) TOF VIEW SCALE IG' x I'-0' (24 x 36 SHEET) 2X4 BALLON FRAI'MD NOTCI-ED a 2 TOP F-L47'E \ INSIDE WALL EXTERIOR WALL ENai2 GABLE END TRU55 TOP 2X6 DOUBLE TOP PLATE 2x4 BALLOON FRAMED NOTCfED INSIDE WALL • 2 TOP PLATE TOP PLATE 1 J015T AND TRUSS PERPENDICULAR TO BRACE Il) LL L b JOIST OR 71dYaF 4�-m• NT. BRACE A) © j'._.. PAlLL NAILED TO FL. I� (3)16d a 16' O.C. PLACE 2. BLOCK%* N EA BAY, TOE HAL (3) Sd EA END. METHOD 3: 4D STRUM. WALL. 54EATNN(: M , 3B• THINK WISTUDS a 24' OL. NAILED, 4. OL. EDGES 1 b• =FMLD TABLE FU4='2) T'ETw= S: GYP BD MN V•• GTP BD EA S=E 4'-01 IDP MN 12' GYP 87 OnE SIDE W -O' 10 - FASTENED: T• O.G a EDGES Ad OR I W SCREWS. TTPE W o 5 INSIDE • SOLE PLATE O RA<M0 FRAMED WALL -DETAIL SCALE: 114" a I' -o" (24 X 3b SHEET) PLY== 2xb CAP DETAIL /4•xb' SMART 4x4 PT---,-py�r TRIM WRAPPED P 5)4'x8' SMAR NG=y ER GA.BEL END TR1185 TRIM • 24' OL. WRAPPED 4x4 POST 2xb 1.-0. 2x6 STANDARD TOP 4 BASE I'-0' ICOLUMN -DETAIL SCALE: V2' 1'-0' (24 X 36 SWEET) SCALE. 1/4' x 1T SWEET) NOT USED WITH BUNGALOW PLAN 2484 SV CiLA.^Hi PL nEou�ra, as sTTSB Pti01E 54ipy;BepT FAX 54T548A761 JOIST AND. TRUSS PARALLEL TO BRACE WALL LINE - i -JOIST OR TRUSS 4•-m' NT. BRIE 4'-m' Ni. DRAGE PANEL OYER MN.4 v AN£L OYER J019T 2x BLOCKNG NALED _ f3)I6tl • W' OL - (3) {6tl • Y.• O.C. BLOOSMG TO BE TOE -NAILED (3) Ibd EA EMD. Y METHOD 3: 4D STRUM. WALL. 54EATNN(: M , 3B• THINK WISTUDS a 24' OL. NAILED, 4. OL. EDGES 1 b• =FMLD TABLE FU4='2) T'ETw= S: GYP BD MN V•• GTP BD EA S=E 4'-01 IDP MN 12' GYP 87 OnE SIDE W -O' 10 - FASTENED: T• O.G a EDGES Ad OR I W SCREWS. TTPE W o 5 INSIDE • SOLE PLATE O RA<M0 FRAMED WALL -DETAIL SCALE: 114" a I' -o" (24 X 3b SHEET) PLY== 2xb CAP DETAIL /4•xb' SMART 4x4 PT---,-py�r TRIM WRAPPED P 5)4'x8' SMAR NG=y ER GA.BEL END TR1185 TRIM • 24' OL. WRAPPED 4x4 POST 2xb 1.-0. 2x6 STANDARD TOP 4 BASE I'-0' ICOLUMN -DETAIL SCALE: V2' 1'-0' (24 X 36 SWEET) SCALE. 1/4' x 1T SWEET) NOT USED WITH BUNGALOW PLAN 2484 SV CiLA.^Hi PL nEou�ra, as sTTSB Pti01E 54ipy;BepT FAX 54T548A761 n IML OCKws Na1LEDe 4 OZ. EDGES 110. OL FIELD T•n, c M.m33[3) I.ETW=sGTPSO SCALE: V4• CJS k No BHEETI MW VY GTP BO EA SIDE 4••0- lme SCALE: IB' (II X n ) 1@m4 OREGON FE91DEM14L CODE. PARA 70@6 RtTERN4T[ONAL RE947ENTAL Rb02J, ,62L COVE, @TAB:.E IBf•Cd9(ll (2) MPJ t— GYP BA ORE 50E 5•-@' Il3P FASTEND. T' OL ezws 6d OR I W SC[EUG, TTPE W w S . TRB9 PERPEND(QLAR�- A. BAY LENGT TO BRa..E WALL y;pE OF MtERIOR BRA.^.E TR.BS PARELLEL 2x 0L0,XIIYs MB:.4 PE1�I JOIST AND '1 RUSS PANEL NAILED Wf9-ed T�y aTe TD BRACE WALL L MT. BRAZE Pdl.E EM -T PERPENDICULAR To P3 TO BRACE W LL LINE 7CP PLATE LAPS i -JOIST OR 7Rt14S SIfALL BE FACE NAILED f5) 64 a EA SM I•-@• M. HRACE fil LICEPAI.9�J- N46.ED 70 FL A -V VJ• GTP ED Vl' GTP 6D PLACE 2n BLOCKPYs N EA BAY, TOE -MALL NAIL BTM PLATE (S) 5tl EA Ela. NAL BTM PLATE f3) {6G s k• [3) W d a I6 . OO. O JOIST / —TOE-N4LEO TO Bd a 6. OG TP JOIST PARALLEL TOE-N.41LEO TO 84 a 6. OC. PE LLAW To BRACE ul." LSE JOIST AND TRU55 PARALLEL To BRn� WALL LSE TOP PLATE TO BRACE WALL LINE A 2. BLOCK TOP PLATE LAPS (S�p� 4 SIDE ML PER SHALL BE NAILED i -JOIST OR TM)5 EA BAT LETY TH OF pfi BRACE PANEL Wt BRACE PANEL HALED W)3 -5d [4)164 a EA SIDE, OF 9PLL"E 1 HALED U-160 EA EWD. EA ERS). —W W. GRACE 4•-m- PR. BRACE PANEL OVER MPL i 1 V ARt:L OVER JOIST 2. BLOCrillS 2. (3) I4 K16�- , "LED [3) ibd a •16' OL mec 4 PER` I t V2' GTP \ 9 n. BRACE PANEL-t•It.. V7• GTP W HALM W3 6EA :T _ AIL BTM PLAT TO BLL BLOCKMS TO ME PARALLEL --LJ TO BRACE WALL L!E f3> 164 • 16. 0.�, Jaw PERPENDICILAR NAL BTM PLATE BLK TOE-NAIEA ERA... [3)16tl f f3J Ibtl a 16. OG. TO BRACE WALL LNE Y LEWSTH OF pts,. BRACE PANEL MIM. 3/B' THICK W'ST MS a 24. OZ. ��IIT�D 3: tlp STRI2:, W4LL 44g4TMeJ'x HALED IIY3-164 INT�RIGR r3RAC� PANEL Na1LEDe 4 OZ. EDGES 110. OL FIELD T•n, c M.m33[3) I.ETW=sGTPSO SCALE: V4• CJS k No BHEETI MW VY GTP BO EA SIDE 4••0- lme SCALE: IB' (II X n ) 1@m4 OREGON FE91DEM14L CODE. PARA 70@6 RtTERN4T[ONAL RE947ENTAL Rb02J, ,62L COVE, @TAB:.E IBf•Cd9(ll (2) MPJ t— GYP BA ORE 50E 5•-@' Il3P FASTEND. T' OL ezws 6d OR I W SC[EUG, TTPE W w S TO? vI=W 5=4'-E V2' . 1'-0' (24 X 36 SLEET) 2XA BALLON FRAMED NOTCLED s 2 TOP PLATE—\ - INIS DE WALL • •'' \�\- cXTERIOR WALL `— - EN'aR GABLE END TRU55 TOP 2X6 DOUBLE TOP PLATE 2xA BALLOON FRAMED NOTC7-ED NSIDE WALL c 2 TOP PLATE TOP PLATE f -------- F IW`IDE +• SOLE PLATE (D RACED FRAMMD WALL ZMTAIL 6G4A1 =: Vox a 1'-O" C,24 X 30 =#415=9T) Irz' PLYWOOD 2x6 2aEa sw oLAcel PL Pf10lJE Sa1G�14H0T � ti �y" 0 0u— Ln r� o �1 Wi GAP DETAIL /4'xb' SMART 4x4 PT TRIM CURREEW AS OF 040708 'A4.4 POST 5/4'x8. ESGR GABEL END TRUSS TRII I 0 24' O.C. WRAPPED 4x4 POST ZQW 2x6 WA—C 2x6 1•-0 STANDARD TOP 4 BASE BUILDING nGCLUMN -DETA I L DETAILS 1 9CAlENV2' • P-0'(24 X36 SI-EEE'T) SC.4LE� U4' I' -O' (11 x n SLEET) SEE CS NOT USED WITH 5UNGALCLU PLAN 3 CORBELS FOR WMDOM UP TO 4- W'DTH 4 CORDELS FOR WINC1QIU3 5' WOE AND OVER 1 -1C -M MK;Ic U 3 V2' GAP 1'xZ' � sc �.�2 112• SCRE_LLS GLUE JOINT CORBEL DETAIL 4PPROX 112' NTS WINDOW 51-IUTTER WIDTH TO MATCH TRIM Li 5!4'x4' .' GAP APFROX 172' 5- /4•x4' FRONT VIEW TOP VIEW PLANT SHELF LUINCOLU SHUTTERS 4 PL14N-1 SHEL= SCALE: i2' : 1'-0' (24 X 36 SHEET) SCALE: I/4' . U'-0' (11 ), n SWEET) P.E. TRUSSES TRUSSES PER TRUSS LAYOUT- 5CRN'D/VENTED BLOCKING -_-. J26 SCRN-DZVENTED SOFFIT ------- OPT: 6X22 GA RAIN GUTTER-_--- UA4ERE REQ'D \, \ OPTIONAL FASCIA-- , SIDING AS-.---_.-� SPEC'D 5/8• TYPE X GYP Bo., 2x SOLE le -----------N SILL SEALER UNOER__- 2x PT- MUD SILL HOLD TIGHT TO MSIDE OF FNO. FOR JOIST HNGRS TYP 11/ ' DIA AN CWOR BOLTS -- b'-0' or, 1' INTO FND. ' NOT MOI-_ THAN 1'-0' FROM END CF r PLATE SECTION NOTE: ,r -RJ' OF YEY19RAt.E TO SEE ROOF FRAMING BE ASPHALT SHINGLES PLAN FOR ROOF I OVER 15' ROOF FELT PITCH CALLOUTS / / OVER PLYWD -.4-EATING :rr yaenrrraer:errr•w+f. /-P�. TRUSSES .-. P£R TRI -1 LAYOUT /-NSLLLATION PER V- l / LOCAL CODES sh1'fT'-""-_-18L. 2x TOP e .- _ _:�•--vz• rnM.1 GYP ems. - -2x6 STUDS FLOOR SYST_ AS 5PEC'D BY PLAN / __EN-^,MEERsO RIM 8RD INSUI PER LOCAL CODE 2x TOP B ----INSllL A DRYWALL AS SPEC -D __ --2x6 STUDS 4' CONIC. SLAB ON 4' COMPACTED Gi2M81'-AR FILL 1' £XP. JOINTS • FLM ETER BELOW FROST-•�--_' DEPTH. CHECK I . LOCAL CODES. OPTIONAL PERWF _R_/ DRAM. CI -ECIC LOCAL CODES. NOR12JVEwf------ / REO'r t -ENT AS REQ'D r 12 —$TO?Y C�F4� { I�,c�LL SECTION SCALE- U2 1 D 1Z4 x 36 SHEET) SCALE: 114•.r -m• 1n x n sFLEET) 5/4'x4' 5/4'x8' END VIEW NTS Ptd-ENGINEERED--� r----ROOFMCi AS 5. EC'D TRUSSES. GABLE CONDn10N \ / LOCALIEARTH. CODES. \ 5CU_PDN NOTE % \ SEE Fd^ FRAMIPY % --- _-_-\ BLOCKIIaKa -.- ---f-RE-EWINEERFD TRUSSES \ PLAN FOR ROOF , PE.R TRUSS LAYOUT PITCN CALLCAITS J, SCRdD/VENT j SOFFIT --------- -__INSULATIOER LOCAL CODES N P OPTIONAL 6x.'+2i� \•\ Y GA FLASHING -----� \ (r`' �Y M A1!" ...... D51- TOP B RAM GUTTER-_-_-�\. IIA -CFE REQD OPTIONAL--------- -_-_-_- __-.,.__-._I,'2' GYP. BOARD " FASCIA W45ULA71CN PER y, LOCAL CODE5 TOP PLATE ROOF A5-SPECD---., / -_--- -.- _ - -5/E' GYFr. BOARD s CEILING GYP. BOARD . FIREWALL ---WALL INSULATION PER % LOCAL CODES SB' TYPE X GYP. --- BOARD / TO GARAGE CM EILY UA•EFI / % /, 2 x 6 STUDS LIVING SPACE ABOVE / /• % / JOIST HARDWARE AS SPEC•D PRE-EN'.a11JEE}R£D % % j LTRU9S PER TRUSSOUT / L / / / V2' GYP. BOARD TO -.-J GARAGE WALL . / �----314' T4G PLY, OR EQUAL FIREWALL j FLOOR SNEATMG / ",,-FLOOR FRAMMa AS SPECD / % BY PLAN 4' CONIC. BLAB ON 4•-_/ / COMPACTED GRANULAR % --FLOOR INSULATION PER LOCAL FILL 11 Exp JOINTS _-_/ �'-'� CODE (LATiM OR WIRE SUPPORT) • PERIMETER C.. ��.� --6 MIL BLACK POLYETH£LENE 1 i GROUND COVER LAP 4 WRAP UP 1'-0• MIN. a _ HORIZ/vERT --------- Ca'?PACTE=) OR UNDISTURBED R--INFORCErMM AS REQ'DEARTH. GRADE TO (DRAIN. 1._3. (2DF �ELUALL SECTION (2 -STORY) SCALE: i!J'si'-0' 124x36 SI4, ) SCALE: V4'.I'•m' x n SHEET) TRUSSES. GABLE CONDITION NOTE; 5CRN'DIVENTED SEE ROOF FRAMING BLOJCMG PLAN FOR ROOF ,18 PITCH CAL.LCUTS SCR3-U'D/VENTED rr.rr<, ,�rc<r,r_.r•eur<:r_rr<rxerr. OPTIONAL 6x22 GA FLA544IW'- RAIN GUTTER- UA4-ERE R EQv FASCIA SIDING SPECS 2. SOLE le SILL SEALER UNDER - 2x P.T. MUDD SILL V2' DIA. ANCHOR BOLTS- . b'-0. 0L, 1' INTO FND. NOT MORE TNAN i'-0' FROM END PLATE SECTION d b ROOF MEMBRANE TO BE ASPHALT 5HMGLES, OVER 15' ROOF FELT, OVER PLYWOOD SFEATHING. 'PRE-ENGINEERED TRLISSES PER TRUSS LAYOUT BAFFLE INSULATION PER LOCAL CODES DBL, TOP B La' GYP_ BOARD WALL INSULATION PER LOCAL CODES 2xb STUDS 3/4' T4G PLY, OR EQUAL FLOOR 54-EATW3 FLOOR FRAMMG AS SPECID BY PLAN L'2' GYP BOARD /—WALL INSULATION PER LOCAL CODES �2xb STUDS //--'JOIST HARDWARE AS SPEC'D / 378' PARTICLE BOARD UNDERLAYMENT BENEATH (VINYL FLOORING ONLY) 174' CEMENT BD (TILE ONLY) //--374' T4G PLY, OR EQUAL. FLOOR 5+EATMG /'FLOOR FRAMING AS SPEC'D / BY PLAN —FLOOR INSULATION PER LOCAL CITY CODE (LATHE OR UAR E SUPPORT) 2. CRIB IUALL W/ STUDS INLINE —ON CONC. FTC, PER FOUNDATION PLAN b MIL BLACK POLYETH£LENE GROUND COVER LAP 4 WRAP MIN. BELOW FROST DEPTH. Ci•ECK COMPACTED OR UNDISTURBED LOCALIEARTH. CODES. GRADE TO DRAM, OPTIONAL PERA'LETER OPTIONAL CRAUL SPACE DRAIN DRAM PER LOCAL 8• TO RLL . BACK OF WALL PER CODES-// LOCAL CODES. HORILVERT_ 1'-3• 2X4 GRIS FEINFORCEMENT AS REQ'D 2X6 CRIB 3 -STORY WALL SECTION SCALE: V2'•1'-0' (24 X 36 SHEET) SCALE: 1/4'.1'-0' (11 X n SHEET) •r i- Ma��•RYIa'--�—"-i aLLRsrOnv.rMtarD!•wiR--Ytl as �o 0 24Sa 51V OLACEii pL LM.ON£ 54Tli218607 ° FAX , /Tit [--FE 7 CU3R9_1U AS OF 040708 ZCM, -- WA-C BUILDING DETAILS SIM a D3 SHEAR /BRACED WALL TABLE (ZONE C — 16%) LLL LINE WALL HEr HT CS GS TOTAL BR4CE MAX MAX MIN WALL WALL, WALL OPENING PAN£L LENGTH LEW.aTH COVEp q;.E O8' 80)96.83X 32' 36' O 8' 80/96.83' 32' 48' l'-9• 41._4. O 8' GARAGE 4:1 24' 20' 31_31 4•_0. O8' 80196.83'%. 32' I6' E 8' 0H6.0A 2A• ` / B' 4Bt96.50X 24' �i 28' 4•-6' 21._0. INTERIOR BRACE PANELS TABLE (ZONE C — 25%) 19' 4•_10• t9'-0' STRUCTURAL NOTES Se= CHART] dN �• _11 BIZ` k1A1� FRA,�IkE R iRr TAS ca:.n^�. � BRACF ocu= ,.--•ei-• ,. 1_=.ueeT.�InY BP C6 - Mi115/16 WOOD STR1M. SHEATHING ON 16' OG. SPACED STUDS NALMG: 6d a 6' OL. ALL PANEL EDGES (.11o 12' OL IN FIELD IRC/OR5C R6L2J03/R622J05 AND i 45LE R602.3(2) MIN. RcG7(IIR=^ HANE• aT 8602109 SEE CHART SHEET SI ..s EXTERIOR CORNERS TO BE INSTALLED PER CORNER DEMI!. ON D SCE£T l/I6• SHEATH I'•Y.T ON 16. OL. STUDS NAILING: 8d o 4. O� ALL PANEL EDGES Ed o V. OL. M FIELD OR9C TABL£ R&02JO3.2) 4 R6023(U dd T=RN37= BRACE —.IN --L MIN, P,QNEL LENGTH 32' 2 ANCHiOR BOLTS EA PANEL (e V4 POINTS IN OR; OATH 1800 Jb TI£ DOUN DEVICE - EA PANEL END FWD TO BE REWFOI�ED WITH NOT LE56 THAN 0) ad BAR TOP 4 BOTTOM . I5T STOR— O= 2 4TOQ . PANEL ON BOTH F1E5 WITH NAILI.IG • 4. OL. WRH !33 4NCHOR BOLTS a U5 POINTS LLAT" 3000 110 TIE DOLLN DEVICE EA END OF PANEL MR IRC/ORSC 1&02!06 IBP INTFRIOR w.e PANE, MIL i2' GTF'SUM BOARD ON 24. OL. STUD SPACA. G MM. 48• WHEN INSTALLED BOTH SIDES MR.L SF.' IJIHEN SIDES;LED TO ONE FACE Or d LLIAl.L IAW TABLE R6 103 IRC/ORPANEL y'PAPA BE R6021O,4 ATTACHMENTS: 1 1/4' SCFEIUS OR 6d NAILS a 4. OG. ALL pANE EDGES AND a T' OL_ IN FIELD IRC/ORSC TABLE R602.103CI1 FASTENED TO FLOOR 4 ROOF FRAMING JAW TABLE R60230U 0 Lu • S A 36'-01 MAIN FLOOR &HEARL ALL PLAN S."-4LE. 114' . I' -V'(24 X 36 SHEET) SCALE= IB' . 1'-0'ril x n SHEET) WOOD STBJCTIAFAL PANEL INSTALLED IN ACCORDANCE Um TABLE 602ND -1 $bd NAIL a 24. Or-GYP&M.^.•^.HOARD INSTALLED IN /AORD4NCE 138TH CHPT -I a*= STRLL:TLRAL PANEL INSTALLED IN ACOOR..ANCE WRH TABLE &OZ -VI) B NA • b' DG —8d NAIL FRAMIL3 ct'EMBERS NOT AT (ALL PANEL EDGES) PANEL EDGES (a) +T 12CE Q2ftMR DETAI GYPStJM BOARD INSTALLED IN ACCORDANCE WITH C 4PT T TURAL P4 .WOOD STRPANELTOTALLED C ACCORDANCE WRN TABLE bO23lU NAIL a b' OL. ibd NAIL a 24' ox% TALL PANEL EDGES) Bd NAL • t7' OL. QJ ALL F RA.Ml•G t'ETTBERS NOT AT PANEL EDGES L, -L —WOOD STRUCTLRAL PANEL IISTALLED IN ACCORDANCE HATH TABLE 602ND Fb) IN9b ^�R DETAIL nEXTEPI10;Q CORNER FRAM INCA SCALE: I'-0'-0• (24 X 36 SHEET) SCALE: U2•.i'-0' fit X it SHEET) r�w:.waawnw-.umc,.,xe cmc;. naum rtaaaas<na<,�an.�a..r,w�. ^. ww rscwsw uau.Nca+seu w.a,rric nw.. aw.naa.neu n.wru.nw xwwn.w.wvwas nu nu as r. rt a:, arra n n e.. n a a :xnmaa,_naawxa ..rw.arn�+w+:c aeunacua�artwnsaa n u.awrns�:nmraa mxiex+raca.oxua swld.«mN �..rwuwl ra m wwrtscee re ac un.rr, n ws ,ano*an: uoaacmn.a-wcw.mrraaea w+,raxn wm.n.•.rs.n,,,w 2sG4 Sw CFCIFY. PL F..11hU1N,S• ON 5'55 ., PN'. Vt•9; F:541 -,`.f&0''-1 (3: V 1 V r� l V r� Twm i L_ .E CUFFfM AS OF 0407M 2Ole WA—C PRESCRIPTIVE WALL. BRACING S1