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2007, 11-26 Permit App: 07004384 Pole Bldg Project Number: 07004384 Inv: 1 Application Date: 11/26/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 36 X 40 DET POLE BLDG FOR SHOP&LIVING Contact: QUALITY STEEL BLDGS SPACE Address: 7810 N MARKET ST C-S-Z: SPOKANE,WA.99217 Setbacks:Front Left: Right: Rear: Phone: (509)468-1606 Group Name: Site Information Project Name: Plat Key: 002084 Name: PONDEROSA ACRES 02ND ADD District: Sout Parcel Number: 44051.0606 Block: Lot: SiteAddress: 4606 S RAYMOND RD Owner:Name: WILLIAMS,CLATE L&LINDA K Address: 4606 S RAYMOND RD Location::CSV SPOKANE,WA 99206 Zoning: SR-1 Suburban Residential 1 Water District: Hold: ❑ Area: 43,559 Sq Ft Width: 126 Depth: 345 Right Of Way(ft): 60 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review In formation Review Building Plan Review Released By: Originally Released: 11/19/2007 By: tmelbourn Septic Sys Review Released By: Originally Released: 11/26/2007 By: LHALSEY Landuse/Zoning/HE Conditions Released By: Originally Released: 11/1/2007 By: mpalaniuk Operator: JD Printed By: jmm Print Date: 11/26/2007 Project Number: 07004384 Inv: 1 Application Date: 11/19/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 18 X 40 DET POLE BLDG FOR SHOP&LIVING Contact: QUALITY STEEL BLDGS SPACE Address: 7810 N MARKET ST C-S-Z: SPOKANE,WA.99217 Setbacks:Front Left: Right: Rear: Phone: (509)468-1606 Group Name: Site Information: Project Name: Plat Key: 002084 Name: PONDEROSA ACRES 02ND ADD District: Sout Parcel Number: 44051.0606 Block: Lot: SiteAddress: 4606 S RAYMOND RD Owner:Name: WILLIAMS,CLATE L&LINDA K Address: 4606 S RAYMOND RD Location::CSV SPOKANE,WA 99206 Zoning: SR-1 Suburban Residential 1 Water District: Hold: ❑ Area: 43,559 Sq Ft Width: 126 Depth: 345 Right Of Way(ft): 60 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 11/19/2007 By: tmelbourn Septic Sys Review I Released By: Q fiio-i Landuse/Zoning/HE Conditions Released By: Originally Released: 11/1/2007 By: mpalaniuk Operator: JD Printed By: jmm Print Date: 11/19/2007 Project Nlmiber: 07004384 Inv: 1 Application Date: 11/26/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: QUALITY STEEL BUILDINGS INC Firm: QUALITY STEEL BUILDINGS INC Address: 7810 N MARKET ST Phone: (509)468-1606 SPOKANE,WA 99207 Building Characteristics Building Height 0 Stories 0 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 640 $58,470.40 640 $58,470.40 POLE BDLG U-1 VB POLE BLDG 800 $15,200.00 800 $15,200.00 Totals: 1,440 $73,670.40 1,440 $73,670.40 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $811.75 ACCESSORY PLANS REVIEW 1 SELECT $202.94 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $1,019.19 Mechanical Permit Contractor: QUALITY STEEL BUILDINGS INC Firm: QUALITY STEEL BUILDINGS INC Address: 7810 N MARKET ST Phone: (509)468-1606 SPOKANE,WA 99207 Item Description Units Unit Desc Fee Amount VENTILATING FANS 1 NUMBER OF $10.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 Permit Total Fees: $30.00 Plumbing Permit Contractor: QUALITY STEEL BUILDINGS INC Firm: QUALITY STEEL BUILDINGS INC Address: 7810 N MARKET ST Phone: (509)468-1606 SPOKANE,WA 99207 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 1 NUMBER OF $6.00 SINKS 2 NUMBER OF $12.00 TUBS 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 WATER HEATER-ELECTRIC 1 NUMBER OF $6.00 Permit Total Fees: $36.00 Operator: JD Printed By: jmm Print Date: 11/26/2007 Project Number: 07004384 Inv: 1 Application Date: 11/26/2007 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,019.19 $1,019.19 $0.00 $1,019.19 Mechanical Permit $30.00 $30.00 $0.00 $30.00 Plumbing Permit $36.00 $36.00 $0.00 $36.00 $1,085.19 $1,085.19 $0.00 $1,085.19 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: jmm Print Date: 11/26/2007 Permit Center , Tlll'°N' 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: t4pol�ane Spokane Valley, WA 99206 �yRECEIVED BY PERMIT FEE: Valle (509)688-0036 FAX: (509)688-097 ' OF SPOKANE VALLEY www.spokanevalley.org Community Development OCT ( + s jQn7 Residential Construction ig Ilitty 1,i truction Accessory Bldg Permit Application A��' : • deER Deck Other: t SITE ADDRESS: 4(,O( S' !- _ .J r ASSESSORS PARCEL NO:40 c.DI . 0(p 0(ea LEGAL DESCRIPTION: Building Owner: tot Contractor , Qt -0� j� (de Name:G)k`�- 11 d 0� ( t 1 (a-4rvl S Name: t.l L� ( t Address:• Address:7, (0 /4 cur- 4:2_4_ S City: k.iiN,tr,.._ State: Zip: City: F � State: (i)a-- Zip: ql qa/7 Phone: T4 IS i Fax: Phone 1 y,g 1 Ce 6C, Fax: �/'lCO 3 7 b Contractor Lic No: Exp Date:`e thut, 150.-4Lcl a - dCl Contact Person City Business Lic. No: Name: Phone: Describe the scope of work in detail: Cost of Project: $ 2 7i e(-)° 3 , X 4011(0 Po - Proposed Use: j 41t:,,C' \ 1L.1\q`J c, y_ t{u 1, Ltd **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: (. .Lf G AREA: FINISHED BASEMENT GARAGE SQ.f TG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 7-W>e (7 FOD PROPERTY: #OF BEDROOMS: CONSTRU TION TYPE: HEAT SOURCE: SEWER OR AP ' 'PO L t e, c_ 4-1,t( (11-f 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 c}�additional information may be required to be submitted, and subsequently approved before this application can be processed...:x ;'. SIGNATURE: �,. DATE: /b 7 3i U Method of Payment:. ❑ Cash i ❑ Check ❑ Mastercard [VISA II7o1;a2c1ou c,jp(; 7 y- - Bankcard#: Expires: VIN#: �, �L y ty -p cl/vf Authorized Signature: �c,' :n."'""'"" Effective 10-28-07 Page 1 of 1 P.\TNlPTTV1V-1\VERPUUJM-1 lICR\T lir AT C._.1\TAmn\PPci.l.,, 1 R„ilrii..rt P.rmit e.....ln, MECHANICAL PERMIT APPLICATION Permit Center 11703 E. Sprague Avenue, Suite B-3 ilitlak Phone: (509) 688-0036; FAX: (509) 688-0037 Spokane Valley,WA 99206 For Inspections, Call (509) 688-0054 Project Address: 4606 S RAYMOND Permit Use: Owner: CLATE WILLIAMS Phone 922-3951 Mailing Address: SAME SPOKANE WA 99206 City State Zip Code Contractor: Quality Steel Buildings, Inc. License#: QUALICBO81C7 Phone 509-468-1606 Mailing Address: 7810 N. MARKET ST SPOKANE WA 92217 City State Zip Code 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 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 7 BOILER/REFRIGERATION 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 1 X $10.00 = 14 DRYER 1 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 1 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 3-15 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 $601�00� ]a, --i,`'ED 30 LPG STORAGE TANK X $10 00 ' OE`S'POKANE V I Ey n f 31 WOOD OR PELLET STOVE/INSERT X $10.00 J I f - 32 WOOD STOVE-FREE STANDING X $25.00 2" 7 33 REPAIR&ADDITIONS X w0 PERMIT ER 34 VENTILATION SYSTEMS X $1200-"'- - _ 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL '-`)C, ❑CASH ❑CHECK ❑VISA ❑MC DATE: PROCESSING FEE $35.00 CARD#: EXPIRES: TOTAL PERMIT FEE DUE: ��O AUTHORIZED SIGNATURE: Effective October 28,2007 Page 1 of 1 C:\DOCUME-1\MBROWN-1.QSB\LOCALS-1\Temp\MECHANICAL PERMIT APPLICATION.doc • PLUMBING PERMIT APPLICATION Community Development Department sir,,,,,kane Building Division Phone: (509) 688-0036; FAX: (509) 688-0037 1170 ael\iH For Inspections, Call (509) 688-0054 11703 E. Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Project Address: 4606 RAYMOND Permit Use: Owner: CLATE WILLIAMS Phone (Daytime Contact): 922-3951 Mailing Address: SAME SPOKANE WA 99206 City State Zip Code Contractor: Quality Steel Buildings, Inc. License#: QUALISBO81 C7 Phone#: 509-468-1606 Mailing Address: 7810 N. MARKET ST SPOKANE WA 99217 City State Zip Code DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS 1 X $6.00 = 6. 2 URINALS X $6.00 = 3 TUBS 1 X $6.00 = 6 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 = LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, 2 X $6.00 = 12 X-RAY,FOOD,PREP/CULINARY MEAT 6 DISHWASHER X $6.00 = 7 CLOTHES WASHER 1 X $6.00 = 6 8 GARBAGE DISPOSAL X $6.00 = 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL 1 X $6.00 = 6 11 FLOOR DRAINS AREA,CASE,COIL,TRENCH,CONDENSATE X $6.00 = ROOF DRAINS/OVERFLOW 12 DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, 17 CROSS CONNECTION DEVICE AND R.P.B.P.D.FOR: VATS,TANKS,BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEMISCELLANEOUS DICAL GAS rPLUMBING NITROUS,OXYGEN X $6.00e a�Cp'i, 20 FIXTURE X $6.00 =OF FSPO►r„' 6,+" 21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00 OCT , /C'4 E �( �, INDUSTRIAL WASTE ��yy /' ,,,T 22 INTERCEPTOR SUBXTOTAL�I 00 f�- /J' L, METHOD OF PAYMENT: 46]143.8 PROCESSING FEE ❑ CASH ❑ CHECK ❑ VISA 0 MASTERCARD 0 DATE: EXPIRES: TOTAL PERMIT FEE DUE: $72.00 BANKCARD NUMBER: AUTHORIZED SIGNATURE: • PERMIT CENTER Spokane Project Transmittal .i,,iValley® 11703 E Sprague Ave. Suite B-3 Spokane Valley WA 99206 Phone: 509.688.0036 Fax: 509.688.0037 New Application/Pre-Application ❑ Provide one of the following (REQUIRED FOR ACCEPTANCE): Response to Review Comments ❑ PLUS Project#: 0-/c-K'').,......\-y6; Revisions to Application ❑ Parcel Number: Other (Describe Below): o Site Address: Route to (Please check all that apply): Division #of Sheets/Type of Document/#of Copies Received by: Building ) VERIFIED/I 'iik- _ / ( _)C5Lrl C'''s\C< )\.1 '\0\(.)-- I 0 'Ai / / / / QC Check by: I ❑ Development Engineering / / VERIFIED/INITIALS / / / / ❑ / / QC Check by: J VERIFIED/INITIALS I ❑ Planning / / o / / o / / ❑ / / QC Check by: ❑ SV Fire Department / / VERIFIED/INITIALS / / ❑ / / 0 QC Check by: Project Contact Information: Name: Phone: Email: Fax: Relationship to Project: ❑ Architect 0 Engineer 0 Other Design Professional 0 Contractor 0 Owner/Applicant DATE STAMP: RECEIVED BY CITY OF SPOKAINIF VALLEY PERM! '; w 1 ER BY: _-_—►• ..__--- New project Project Previous pre-app meeting 0 kat.$11.11Namitsta neTransmittal Plan revisions 0 4011011110 Valle City of Spokane Valley Transmittal Date: \TaIley Community Development Wednesdayy, October 31 2007 Department 11703 E.Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone:509.688.0036 Site Address: 4606 S RAYMOND RD Project Number: 07004384 Parcel Number: 44051.0606 Zoning: SR-1 Water District: Fire District: FD 08 Applicant: QUALITY STEEL BLDGS Owner: WILLIAMS, CLATE L & LINDA K 7810 N MARKET ST 4606 S RAYMOND RD SPOKANE, WA. 99217 SPOKANE, WA 99206 (509) 468-1606 e-mail: INFO@QSBINC.COM e-mail: Contact: QUALITY STEEL BLDGS Occupant: 7810 N MARKET ST SPOKANE, WA. 99217 e-mail: (509) 468-1606 e-mail: INFOQSBINC.COM `l� ,- WE Contractor: QUALITY STEEL BUILDINGS INC Arch/Engineer: - E 2007 7810 N MARKET ST - SPOKANE, WA 99207 —� (509) 468-1606 f h 11 11, rlh(I e-mail: Project )X 40 DET POLE BLDG FOR SHOP & LIVING SPACE Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION • SITE PLAN FLOOR PLAN ) PLANE Please send all plan review and project comments via e-mail to the highlighted individuals. New project JZ Project Previous pre-app meeting ❑ orkalos"\Apre-appTransmittal Plan revisions City of Spokane Valley- Community alley Transmittal Date: .0,00V \iilley CDepartment 11703 E.Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone:509.688.0036 Site Address: 4606 S RAYMOND RD Project Number: 07004384 Parcel Number: 44051.0606 Zoning: SR-1 Water District: Fire District: FD 08 Applicant: QUALITY STEEL BLDGS Owner: WILLIAMS, CLATE L & LINDA K 7810 N MARKET ST 4606 S RAYMOND RD SPOKANE, WA. 99217 SPOKANE, WA 99206 (509) 468-1606 e-mail: INFO@QSBINC.COM e-mail: Contact: QUALITY STEEL BLDGS Occupant: 7810 N MARKET ST e-mail: SPOKANE, WA. 99217 (509) 468-1606 _ e-mail: INFOQSBINC.COM Contractor: QUALITY STEEL BUILDINGS INC Arch/Engineer: 7810 N MARKET ST SPOKANE, WA 99207 (509) 468-1606 e-mail: Project 18 X 40 DET POLE BLDG FOR SHOP & LIVING SPACE Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION SITE PLAN 1 2 FLOOR PLAN ) 4 PLANS ..- ______...-- Please -Please send all plan review and project comments via e-mail to the highlighted individuals. For City Use Only c SjiTEe roject Number ?'}`7l ;t 1 ) :-.,Project Address (1(,,--,q7:2,(r., c, \_;,, r,i c,4000011F ; ae ®y 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 I ) ti I O 7 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 D 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. D 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. D 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 UUI-?9-2UU I f1UN Uti: 1 U AN AV 1 STA LXLCUI 1 VL UL1'I - h AX U. I' ' ' ' , • Quality STEEL BUILDINGS, INC. 4G8 1GD6 office N. 7810 Market Center Suite (509)509 468-3720 fax Spokane, Wa, 99207 LIC#OUALISRO81 C7 1 SITE PLAN SHOW NORTH ti `T I a / , f'� t--\ 4�' Vvo �q'\& PLANNING DEPT. APPROVED __ < @ ------ BY: 1ISB081C . vb,,,) DOE. ///4//Z6.0?. vo x. (' I �� - I RECEIVED\. .-1c.u..6 , Z CITY OF SPOKANE`'ALLEY PER 4NT EIS J V)) _______vi \2U`I mond . I I JOB NAM W 11rafil71 C44.- i 10 FROM SEPTIC/GRAINFIELD PHONE SHOW STREETS/ALLEYS SHOW SEPTIC/SEWER/DRAINFIELD ADDRESS al • 0 A. !.\..) 1 # 't 'may + (� SHOW EXISTING BUILDINGS PARCEL# 4 � � SHOW SETBACKS-FRONT,REAR,SIDE SHOW LOT SIZE SIDE YARD&REAR YARD SET RACKS. 5'TO PROPERTY LINE UP TO 15'PEAK HIGH FOR • EVERY FOOT OVER 15'ADD 1'TO SET BACK. 20061KC Seo Ten Things You Must Know!! zv 5,= L., 1. R105.2 "Work Exempt From Permit" —Spokane County will maintain the 200 sq/ft threshold for one-story detached accessory structures used as tool and storage sheds, or similar uses. 2. Table R301.5 "Live Loads" —Attic storage is clarified in the footnotes of this table. An example: If two or more adjacent trusses with the same web configuration contain a rectangle 42 inches or greater in height by 24 inches or greater in width, located within the plane of the truss, a 20 psfiive loasimust be applied to the design of the bottom chord components affected. 3. R319.1.5 "Exposed Glued-laminated Timbers" —Those portions of glu-lam timbers that form structural supporLof buildings/structures and are exposed to the weather, and not protected by a roof, eave, or similar covering shall be pressure treated, or naturally durable wood. 4. WAC AMENDMENT R327 "Protection Against Radon" —State adoption of IRC Appendix F for mitigation measures applicable for buildings constructed in "High Radon Potential Counties" (Spokane county). Appendix F, Section AF101.1 (WAC Amendment) no longer permits un-vented (conditioned) crawl spaces. Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amends R408.2, permitting 1:300 sq/ft ratios for ventilating crawl spaces. 5. R406.1 "Foundation Damp-proofing" —Language change removes "habitable or usable spaces", and replaces with "foundation walls that retain earth and enclose interior spaces and floors below grade..." effectively requiring damp-proofing of crawl space foundation walls. R406.2 similar for water-proofing. 6. R613.2 "Window Sills" —New section requires protection similar to guardrails (4" dia. sphere) for operable portions of windows less than 24 inches above the finished floor, and greater than 72 inches above the adjacent exterior grade or surface below. 7. R702.4.2 Tile Backer Board—Requires cement, fiber-cement, or glass mat gypsum backers for tile installation in tub and shower areas and wall panels in shower areas. 8. R703.2 and Table R703.4 "Water-resistive Barrier" —Felt, or other approved barriers (house wrap) are now required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such felt/barriers under panel sidings with shiplap joints. 9. R703.8 "Flashing" —The provisions for self-flashing windows (use if the window's mounting flange) has been eliminated. Approved corrosion-resistive flashings must be applied shingle fashion at all door/window openings. R613.1 requires window manufacturers to provide installation/flashing instructions for each window. 10. Washington State Energy Code Section 505.3 "Outdoor Lighting" — Luminaries providing outdoor lighting and permanently to residential buildings must be high efficiency (compact fluorescent) bulbs with pin style base. Exception allows incandescent fixtures controlled by motion sensors with integral photo sensors. WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°.1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Glazing U-Factor powWall12 Wall? Wall? 6 Option °�Aof floor U- Ceiling2 Va ling3 Above Below Below Slab Floors on Vertical Overhead" Factor Grade Grade Grade Grade I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int' II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 Ill. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-56 IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int? Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int7/ U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15%glazing option(or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7 ENERGY PROGRAM 11/16/2007 FRI 14:33 FAX uvi1 VV i All': -'I r r I NA) �' �G��r ��� POLE BUILDING FRAMING DETAIL SLEET Me b ICRP-r- PLEASE COMPLETE AND .ATTACH TO BUILDING PERMIT APPLICATION Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50%in the upper rr portion of roof area. • 2- x r Purlins t7c 2 7 On Center Attic Accessible Manufactured Trusses 90 Lb. Snow Load Min. by 22' X 30" .� � . Roofing Material C 6•X %4 ,3b f& p=-L' o)'.r — ��� z- x iaikesir z-a Girts Q3 8 W felt for ice ' _ _ , da protection •e • - A ' • ' CSX TiDR-�u L uJ'��..- ',.s 1.,4 f IE Ci:0 T O rN P u Ttaa Siding -2-9 Sc.- N/'2"te e •� 2X LATERAL BRACING / 0 2- X 6," GIBS I ,.. ____77"1 :: 18° BLOCKING NAILED/BOLTED PER TRUSS SPECIFICATIONS Treated Posts l '' .(0 ci Size l� N1101.3.1 -Attic insulation certification required as to 1121 R-value or coverage. Markers, attached to trusses or / rafters, required for every 300 sf of attic space with 1 1 Bay Spacing i___t__— — inch high numbers for installed thickness of insulation. / A a sr Eave Height f V CEILING: %2" GWB if perpendicular to rafters or ; 11/12/2007 MON 14:34 FAX LJUU1/UU1 jXC-r .. '.0)/1\-- 1'x.,1 be��V\" (�.�:� 1 �� s 3c x � lob ci9 tv-b-vy _ Itu rixj IjroLoY 14-(e ((2o c. , ''.1..Z ., ..;.':=,,,'''',..'1c,r`Rr s.::.................. 'r 7........ 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Mon Feb 12 16:23:38 2007 Page 1 4-0-10 •-3-1 3-7-• 18-0-0 24-7 ..v,..i-5 31--6 36-0-0 4-10-10 44-7 44-7 4-47 4-4-7 4-4-7 4-4-7 4-10-10 s1 II 4 12 ^ .11. Jp `. , i7% 47C 5247 r• 7 h4 II ` 'r 04 II 423 4.9 42 Z 04 M 1 .' 11 CI .11 imi is Off 4 ha Mnw= It IS 14 13 12 2 MI== Rn MrIw= NI= 4141.11411414= 7v!= 74121421311= 9-3-1 18-041 [ 26-8-15 ) 36-0-0 9-3-1 8-8-15 8-8-15 9-3-1 Plate Offsets(X.l); [160-0-1.0-2-4][5;0.3.4.0.25].(6.0-4-4.0-2-6).[7:0-3-4.0.2-81[11:aa1.0-2-41.112 0.2-8.0-3-Si.118:az-0 0.3-8) LOADING(psf) TCLL 40.0 SPACING 5-0-0 CSI DEFL in (roc) Ifdefl Ud PLATES GRIP (Roof Snow--40.0) Plates Increase 1.15 TC 0.91 Vert(LL) -0.52 14-16 >813 240 MT20 185/148 TCOL 5.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.87 14-16 >492 180 MT18H 185/148 BCLL 0.0 Rep Stress InaNO WE 0.50 Horz(TL) 0.28 11 n/a n/a BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight 214 lb LUMBER BRACING TOP CHORD 2 X 6 DF 2400E 2.0E TOP CHORD 2-0-0 oc purlins(2-1-15 max.) BOT CHORD 2 X 6 DF 2400F 2.0E*Except (Switched from sheeted:Spacing>2-0-0). 13-15 2 X 6 HF 1800E 1.6E BOT CHORD Rigid ceiling directly applied or 8-1-2 oc bracing. WEBS 2 X 4 HF 1800F 1.6E'Except* WEBS 1 Row at midpt 5-14,7-14 2-16 2 X 4 DF Stud/Std,4-16 2 X 4 DF Stud/Std,8.12 2 X 4 DF Stud/Std 10-12 z x a DF swd std �iER S.TZV WEDGE Left 2 X 4 DF SIudIStd,Right 2 X 4 DF Stud/Std 'Q ,0 111,1,_`j}„ r t-yv 04, '0T REACTIONS (ib/size) 1=4887/0-5-8,11=4887/0-5-8 CO ,, ` �'. Max Harz 1=134(load raga 6) .r i Max Uplift 1=736(load case 7),11=736(load case 8) i' Max Gray 1=5331(load case 2),11=5331(load case 3) vd tk0496 4" 43\ FORCES (Ib)-Maximum Compression/Maximum Tension °4`,..4,,'-'40)-s-10.0)� TOP CHORD 1-2=-11724/1665, �11724 1665,2-X0677136,34=10397//15485=10617/1657,5-6=-7544/1148,6-7=7544/1148,7-8=10617/1657, sVO SIONAj.. • .. BOT CHORD 1-16=-1588/10619,15-16=1144/8417,14-15=-1144/8417,13-14=1016/8417,12-13=-1016/8417,11-12=1462/10619 WEBS 2-16=-811/595,4-16=1487279,5-16=-404/3014,5-14=-3108/478,6-14=510/3539,7-14=3108/479,7-12=-403/3014,8-12=-1487/277, 10-12=811/595 NOTES EXPIRES:08-01-08 1)Wind:ASCE 7-02;90mph;h=20f1;TCDL=3.0psf;BCDL=1.0psf;Category I;Eap B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL ASCE 7-02;P1=-40.0 psi(flat roof snow);Category I;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. r 4)Dead chord deads shown load, include weight of truss.Top chord dead load of 5.0 psi(or less)is not adequate for a shingle roof. Architect to verify adequacy of top 411'4 L C jf� 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcrarerlt with any other live loads. �•�� /�I• C(`/`+�A� 6)All plates are MT20 plates unless otherwise indcated. �o`/;• p, •Y, 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. -i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 736 lb uplift at joint 1 and 736 lb uplift at joint 11. re 9)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard P "4 1 TA 0 February 13,2007 [; N WARNING-7sriry design paturnsters and READ NOTES ON TRIS AND INC3ODED MITER REFERENCE PAGE YII-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an individual bolding component. Apprx;abiily of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MITek• is for lateral support of indvidud web members only.Additional temporary bracing to insure stability doing construction is the responsbiity of the erector.Additional permanent bracing of the overall structure is the resporsbity of the building designer.For general guidance regarding POWfabrication.quality control,storage,delivery,erection and bracing.consult ANSI/1711 Quality Criteria.D51-89 and 8CSI1 Bolding Component 7777 TO Greenback La Safety Infonnallon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 7777 glrts. Lane,Suite 109 Citrus Heights,CA,95610 11/14/LUU/ 1lt,ll lo:Uo raA vvv� �+ty 24" TO 48" OVERHANG 1 �� 1I ii 1I 11. 7„,__LTA/EpRuRGLAINBLDEEpETNHD TRUSS PURLINS I_ 11 Il JI LUQ og ""� er f4/1 • • A b . 3. .4i°OsrE7(0 ti `SrONALG NI( o(P(RCS 12/29/07 PLAN VIEW © GABLE OVERHANG PAGE.06 NOV 14 2607 15 23 BASE G1RTSN La Q �1 4" MIN. CONCRETE FLOOR GRADE r"• -. • , • •- sr - - - -.- - lainsimalinimIN � 2" X 2'—O" STYROFOAM .A*, INSULATION BOARD : R-10 INSULATION VALUE INSULATED BASE BETWEEN POSTS .' ,e' .APA A/ in 1-24 co co .4 Jw 17)N La s '��8 Got m lot s10NAL 0 NDo 12/29/07 o Z 24" TO 48" OVERHANG 2" X FASCIA BOARD � I' m 2" X 4" BLOCK 2" X BLOCKING 03 NAIL TO TRUSS &_ PURLINS AS REQUIRED WITH 3 — 10d NAILS GABLE END TRUSS SIMPSON HURRICANE STRAP LOWER FOR PURLINS ON ALTERNATE PURLINS TO PASS OVER TOP ENDWALL POST SECTION © GABLE OVERHANG \ )\J WMfB t 1Am, /Lk !ice r • r cv o ' `CISf�� 4?" m ca `fit;' G m SSt°NAL - : (v ti 0 N COVES }2®07 z Gas Appliances in garages require 18 in. elevation or approved floor grade rating. Minimum 3 in. bollard or EMEYMbNM1iMiM'ffwheel stop required for vehicular impact protection FaIIOM>IfPNNw0011M UST FANS Maximum 4 ft spacing between bollards. 1►NETCLEAR OPEMNO: 5.t`SOUAREPEET "CFM kitchen p g GRADE FLOOR OPENS*(MAK 441 SAIFEET 50 CFM bathrooms 2)NET CLEAR OPENING HEIGHT 24 INCHES 3)NET CLEAR OPENINSWIDTH 20 INCHES & laundry UPC 508.2—Water heaters require anchoring or 4)MAX FINISHED SILL NSW 40 ABOVE FLOOR 51 EMERGENCY ESCAPE a Pascua OPENING SHALL BEstrapping at upper and lower one third points to prevent OPERATIONAL FROM THE INSIOE OF THE ROOM WITHOUT horizontal displacement during earthquakes. Strapping THE USE OF KEYS OR TOOLS shall be a minimum of 4 inches above controls. LANDING required on both sides of exit doors with min. size of 8' SMOKE ALARMS SHAI.L BE INTERCON- NECTED AND HARD WIRED IN SUCH A 3 ft.measured m direction of travel by 3 ft.or width of door if MANNER THAT THE ACTIVATION OF ONE greater,and not lower than 1 ''A in.below threshold. Landing ALARM WILL ACTIVATE ALL ALARMS. required at other exterior doors is a minimum size of 3 ft travel (BEDROOMS, AREAS APPROACHING q BEDROOMS , VAN LT E.D CEILING distance by width of door,and not lower than 7'/4 in.below WITH RISE OF 24. & ON EACH FLOOR) threshold provided the door does not swing over the landing. 1.41 36'-0" 'i m 5'window 12'x8' Overhead Door 3 in PROTECTION AND OPENINGS BETWEEN DWELT Nr4 AND PRIVATE GARAGE SMALL HAVE: y 1)MATER!'LS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUC ION ON THE GARAGE SIDE: IA 5/8"TY'E"X"GYP BOARD(HABITABLE SPAC_ABOVE)OR y 0 1/2"GY' BOARD(RESIDENCE/ATTIC.FLOOR,CEILING) Z1(4 2)OPENING iEIWEEN GARAGE AND RESIO NGE SHALL BE EQUIPPED I SOLID WOOD DOOR,SOLID IR HONEYCOMB CORE STEEL DOO'S NOT LESS THAN 1 3/8",OR 2C MI LTE FIRE RATED ml DOORS. 3 0 v c 3 in i 1 tus, li 400 oO C Zile oil Eil I s� 3 ::°;' U.)- D 1 , .. 0 , 1 ih . .. .., , „.: .. voi., . I I ' ., Li '' ZO' x 40' shop ® �+ 4 24 j c 3 !.�.i 10'-4 3/4" = Egress windows openable 5.7 sq, ft. - 44" sill zX 4 4'window Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. 1 Radon Mitigation System required with 6 mil Vapor Barrier CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) PhUVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. 11 PROVIDE DOUBLE JOIAffS(Mfp> iNAL FOUNDATION WALLS-3000# PSI PARALLEL TO SPAN UNA LABS, GARAGES, CARPORTS PROVIDE DOUBLE SNtlDS & PORCHES-3500#PSI UNDER ALL HIP AND c 0. 1111 PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. U T ,...„ I =' > a4.4.;.►Jlg dS 40 An° u AG BA-137""ti i . PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ; ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT. TO FIELD INSPECTION CORRECTIONS • mane .0.151Iley REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEYr Uft D G DIVISION -1—L. l 1 I t f07 OU OU 1111 1rn nmcy TYPICAL GIRT CONNECTION PURLIN CONNECTION METHODS, A), PURLINS MAY BE HUNG V. NAILS EACH GIRT OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS (FLAT) INTO EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED W/(3) 16d NAILS ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INTI] EACH TOP CHORD MEMBER NOTES FOR FLOOR PLAN C1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET (0 GABLE WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL RECEIVED BY FOOTING DIMENSIONS, B + 1' 8'1 D = 3' 0' CITY OFSPOKANE VALLEY MAXIMUM POST SPACING 12' 0' (0) PURLINS @ 24' D.C,, BEARING OR OCT 31 2067 JOIST HANGERS (TYPICAL) PERMIT TER a SPANS 12' T❑ 60' S- - W F- 0 A A �. Z q BY OTHERS S2 2' X O_ W HEADER UP TO 12' 0' DOORS COLUMN ,U -JJ ¢ )n za a DOUBLE TRUSSES 2' X )n �Ld 2' X 6' UP TO 24' 0' za Jap Jo !rJ > WJ HEADER 10'-0" 10'-0" d d; d y DOOR POST o LJ o �-J n Q1a L G 12-0 �% I o IX� DOOR POST - 16' & 18' o -J 0 XW X 8' FACER, O .. 2' X 6' KINGPOST Na N NO SS 4 - 16d GALV. NAILS, EACH SIDE 10-0" 10'-0" NN a_ m" 21"- vo, 3'-0" NO NO CL w » W v) N D 6"x6" (Wn o � m 3'-0" o_ _ DOUBLE TRUSSE SHOWN ON POST/FOOTING SCHEDULE, 12.0" - �- - 7 rn Z 3'4" a V) N U_ Z a 3 12-0" i2-0' s"XSIP W/2 X6' a 3-0" No Z d 0- J} J U 1 14-0 0~ D I ce a r NO 0.41 I 12-0" U -O" 12'-0" 16-0 4.6" 20 -W 6'X8W12" X6" SIP Xa WIT' X6" 6" X 10 W/2" X 6" o o o U -0p oOD f 3-0 POSTIFOOTING U SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD `o I X X U 12-0" FOOTING X I.(U RI7 Rl . O NO 0.6 12-0 (U 6" X 12" 28" 3'4i" (U (U W v 22'-0" 6" X 12 W 3'-2" al 0.66 12-0" r; 6" X 12" W/2" X 6" m) SINGLE TRUSS S1 NOTES FOR CONNECTION DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER (SD PURLIN SUPPORT STRUT 2' X '4' X FULL p�RUN DEPTH OF TOP CHORD PLUS PURLIN. MfTHp� NgfCT1pN NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d NAILS EACH SIDE, S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 10 5WOOD POST, SEE POST/FO❑TING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE -DRILLED HOLES P Mf Np ONB fCTIfN OR 3/4'0 MACHINE BOLT S7 SOLID BLOCKING AT CONNECTION POINTS. S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT N0� ffSl 4 - 16d NAILS ❑R 3/4'0 M. BOLT Nc TlaN DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. 1" 1 2 - 16d NAILS PLAN VIEW _ N.T.S. I I I SEE DETAIL OJ 1S1 6" 8" OR 12 __ 10" POST SEE 4 DETAIL i S2 S5 III z 5 �1 NOTES FOR SECTION A -A I ITII� J O TYPICAL PURLIN, SEE FLOOR U 51 PLAN FOR SIZE III 1� Ld S2 TRUSS DESIGN BY OTHERS Z j S3 2- X 6' @ 24' ❑.C., 10' BAYS W 2' X 6' @ 24' O.C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' 0. C. $3 SEE o u S4 CONCRETE FOOTING, SEE SCHEDULE DETAIL NAILING PATTERN FO R L " SS EXTEND POST TO TOP OF PURLIN 2 WO ROOF FASTENED TO PURLINS WITH POST LAMINATIONS w 1 1/2' LONG WOODFAST TEKS. NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER WALLS FASTENED TO AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. GIRTS WITH 1' LONG LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN ffWOODFAST TEKS. S4 SEE F❑❑TING BUILDING SECTION A -A N.T.S. SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.TS. NOTES FOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2 S4 2' X 8' FACIA BOARDS SS TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM. GIRT OR TREATED 2' X 10' BOTTOM GIRT NOTES FOR FOOTING DETAIL C1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING @3 UNDISTURBED SOIL FOOTING DETAIL N.T.S. GABLE END TRUSS -7 8 - ]6d NA DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. SINGLE SLIDING DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. OPTIONAL FRONT ELEVATION N.T.S. 8 - 16d NAILS BOLTING BLOCK CORNER POST 18" -OCK-t DETAIL 3 2' X 6' BGLTING - 16d NAILS TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS COLUMN 2' X 1.2' HEADER UP TO 20' 0' DOORS CONCRETE 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' S3 2' X 6' HEADER 10'-0" 10'-0" S4 4' X 6' DOOR POST - 8' THRU 14' 0.20 0.20 WALL HEIGHT W/ 2' X 6' FACER, 12-0 6' X 6' DOOR POST - 16' & 18' 0.20 WALL HEIGHT W/ 2' X 8' FACER, SS DOUBLE 2' X 6' KINGPOST NO NO 0 I M NOTES FOR DETAIL 2- KNEEBRACE -- SIP X ell y 3-0' NO 0.41 10-0' POST COLUMN 26" FOOTING I KNEE BRACE, CONCRETE Sl TRUSS TOP CHORD, DESIGN BY OTHERS SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'-0" 10'-0" 81.01, 10-0" 6" X 6" s"Xell 18" 18" X-C" T -O" NO NO 0.20 0.20 S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE 16'-0" 12-0 SIP X6" 16'. x -O.- NO 0.20 S4 WOOD POST, SEE POST/FOOTING SCHEDULE 10'-0" 10'-0., 14-0 16-0 6" X 6" W/2" X 6" 6'IX 6" 18" 20" 3'-0" T -O" NO NO 0.20 0.24 SS 4 - 16d GALV. NAILS, EACH SIDE 10-0" 10'-0" iv -v 20'-0" s'ziv fi" X 10" m" 21"- vo, 3'-0" NO NO 0.24 0.27 1). KNEE BRACE REQUIRED WHERE 12-0" 8'-0" 6"x6" 26" 3'-0" NO 0.41 SHOWN ON POST/FOOTING SCHEDULE, 12.0" 10'-0" 6"XG" 2s^ 3'4" No 0.41 BRACE NOT REQUIRED AT GABLE END TRUSSES, 12-0" i2-0' s"XSIP W/2 X6' 26" 3-0" No 0.41 2), ALTERNATE KNEE BRACE/POST AND TRUSS/POST 12-0" 14-0 6 X6 W/'z X6' 26" 3-0" NO 0.41 CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION. 12-0" U -O" 12'-0" 16-0 4.6" 20 -W 6'X8W12" X6" SIP Xa WIT' X6" 6" X 10 W/2" X 6" 26" 26" 26" 3'-0" 3-0" 3'-2" NO NO - -- NO 0.41 0.41 0.44 3-0 POSTIFOOTING 0.47 SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD -0" 3' POST COLUMN 12-0" FOOTING 6" X 12.1W/2" X 6 I KNEE BRACE CONCRETE NO BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006), AND :ILL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEIUNG DL = 1 PSF • ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. • MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SO), Fy = 811.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALTERNATE ROOFING & SIDING APPLICATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" O.S.B. BOARD, 1/2" C -DX PLYWOOD OR OMER APA RATED SHEETING, NAILED O 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 31# FELT, 6"R 1 " C -DX PLYWOOD 15 32" T-111 B SIDED WITH 7 1 O.S.B.0. BOARD, 2 15 FELT. BUILDING MAY E / OR 29 GAUGE METAL ROOFING OVER � / / PLYWOOD SIDING OR NARDI-PLANK. LAP SIDING MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO GIRTS WITH 8d, NAILS O 6" 0. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES O 6" 0. C. O PANEL EDGES & INTERMEDIATE FRAMING. SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF RnT nm CFIORn nCAn I nAn = I PSF TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS pS THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB 10d NAILS @ 6' O.C. Od NAILS @ 6' O.C. X 6' OR 2' X 8' X 4' L -BRACE L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, • ROOF STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT • FIELD SCREWS, MIO x 1 I/2' AT 9' O.C. (NEXT TO HIGH RIB) • EAVE AND RIDGE PURLIN SCREWS, #14 A 1/2' AT BOTH SIDES OF EACH MAJOR RID THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED • ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENI • FIELD SCREWS, 110 x 1 1/2' @ 9' O.C. (NEXT TO HIGH RIB) • BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' @ BOTH SIDES [IF EACH MAJOR RIB. SECTION B -B SECTION B -B DIAPHRAGM SCREWS AT INTERIOR TRUSSES AT GABLE END TRUSS IG 51 S3 S2 B S4 TYPICAL TRUSS BOTTOM CHORD BRACING PIP NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS S2 DOUBLE INTERIOR TRUSSES S3 2' X 4' X -BRACING @ 10' 0' D.C, S4 2' X 4' BOTTOM CHORD BRACING @ 10'-0' O.C. OR, AS SPECIFIED BY TRUSS MANUFACTURER SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATION Sl 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS DIAPHRAGI! SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL LRIDGE PURLINSS ON ROOFE ENO TRUSS TOP CHORD, NOTED ABIOVEREWS) TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS I 5��(G W 9 NOT GO QFC cO �6jy IFTHISSEALI-NOT QA/'�� V �.r PRINTED IN RE Fo 9j 4 THE DEE OR REPRODUCTION OF THIS PLAN OR BLUEPRINT MAY BE AN INFRINGPJENT OF THE �..1 FED. CCPYPIGHT ACT COPYRIGHT PROTECTION TO R&FORT COPYRIGHT VIOLATIONS CALL O BAS REWARD FOR 1E1ORTIN4 AN ACTUALCCPYRIGHT / WFRINGEb1ENT 7?00UCC^ 1P1 PN�J N.T.S EXPIRES 12/29/07 104 10-0 SIP X ell 26" 3-0' NO 0.41 10-0' 12-0 v X6 W/2 X6' 26" 3-0' NO 0.41 10-0' 14-0 V X6 W/2 X ell 26" 3-0" NO 0.41 10'-0" 16'-0" 6" X 8" 26" 3'-0" _ NO 0.41 10'-0" 18'-0" 6" X 8" Wl2" X 6"26" _ 28" -0" 3' NO 0.41 -0 10" 20-0 - - _.. SIP XS W2 X 6" __. 26' 3-0" NO 0.41 10' -0" 2'-0 2" 6" X 10" W/2" X 6" 26" 3'-2" _. NO 0.44 10'-0" 24'-0" 6" X 12" 26" 3'3" NO 0.45 12-0" B'-0" 6" X 6" 28" T -O" NO 0.47 12-0" 10 -0 6" X 6 28" T -O" N10 0.47 12-0" 12 -0 6" X 6 W/2" X 6" 28" 3'-0" NO 0.47 12-0" 14-0" 6" X 8 28" T -O" NO 0.47 12-0'--- 16-0 6 XB W/2 X SIP 28°-- 3-0 ---- NO 0.47 12-0'.__ 18-0 6"X10-- 28"_-_ 3-0 NO--_ 0.47 12-0 20 -0" 6" X 12 28" -0" 3' -__--- NO 0.47 12-0" 22P-011 6" X 12.1W/2" X 6 28" x 2; NO 0.6 12-0 24'-0" 6" X 12" 28" 3'4i" N10 0.56 SPACING "H" I W X D "B" DIA. 'T' I REQUIRED IVOLUME, YD3 10'-0" 81.01,6" X 6' 28" T.0" NO 0.47 10-0" 10'-0" s" X 6" 28" T -V NO 0.47 10'-0"12'-0" 14P -O., 6" X 6" W/2" X 6" 28" 3'-0" NO 0.47 _ 10 -0" 14 -0 X_ VP W/2" X 6" 6" _ 28" 3'-0" - NO 0.47 - 10-0"_ 16-0 - - 6"X8' 28" 3'-0" NO 0.47 10-0' 18-0 6 XS'W/2 X6"_ 28' 3-0 NO 0.47 W -O" 20-0 V X 10 28' - T -O" NO 0.47 10'-0" 22'-0" 6" X 10" W/2" X 6" 28" T -O" NO 0.47 10'-0" 24'-0" 6" X 10" W/2" X 6" 28" 3'-2" YES 0.60 12-0" 8'-0" 6" X 6" 32" T -O" NO 0.62 12-0" 10 -0 6" X_ 6 - 32" 3'-0" NO 0.62 12-0" 12-PPO' 6 X6 WI2 X 6' 32" 3-0" _ _ _ NO 0.62 12-0" 14 -0 v X 6;. 32" 3 -0" _ NO 0.62 12-0" 16 -0 6" X B Wlz" X 6' 32" T -O" NO 0.62 i u;, 1B, -O,;6" X 10 - 32" 3 -0" NO 0.62 12-0" 20-0' 6" X 10 W/2" X SIP 32" T -O" NO 0.62 12-0" 22'-0" 6" X 12 32" 3'-2" NO 0.66 12-0" 24'-0" 6" X 12" W/2" X 6" 32" 3'3" NO 0.66 10'-0" 10 -0" 6" X 6" 30" 3%0" NO 0.66 10'-0" 12'-0" 6" X 6 W/2' X SIP 30" T -O" NO 0.55 10'-0" 14 -0 6" X SIP W/2" X 6 30" T -O" NO 0.56 10'-0" 14P -O., 6" X 8 30" T -O"_ YES 0.65 10'-0" -0 16'" " W 6" X 8l2" X 6" 30" T -O" NO 0.66 10'-0" 1 W -O" 6" X 8" WI2" X 6" 30" T -O" NO 0.65 10'-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.66 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" T41" _ NO 0.55 - 10'-0" 24'-0" 6" X 12" - - 30" -.. T.2" . YES 0.58 12-0" 81-01, 6" X 6" 33" 3'-0" NO 0.66 12-0" 10,-0, 6" X 6" 33" 3'-0" NO 0.66 12-0" 12-0 6 X6 Wl2 X 6i,33" 3-0' NO 0.66 12-W 1N-6,- 6 ' X 8ii 33" Y-& NO 0.66 12-0' - 16-0 16 XS W11 X6 33'. 3-0 NO 0.66 12-0' 118-0 X 10 33" 3:-00:.- NO 0.66 12 -0" 20 -0 6 X 10 W/2 X 6 33" 3. _ NO 0.66 12-0" 22'4" 6" X 12" 33" 3'-2" NO 0.70 12-0" 24'-0" 6" X 12" W/2" X 6" 33" 3'-2" - NO 0.72 POST/FOOTING SCHEDULE 48' TO 62' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 34" T -O" NO 0.70 10'-0" 10'-0" 6" X 6" 34" T -O" NO 0.70 10'-0" 12'-0" 6" X 6" W/2" X 6" - 34" 3'-0" NO 0.70 10'-0" 14-0 6'X 6 W4X_6 _ 4" 3 3-0' --- NO 0.70 10'-0" 16 -0 6" X 8'. 34" 3 -0' YES 0.70 10'-0" 16-0 6"X8WIT; XISP 34" 3-0' _ _ NO 0.70 1O' -OP 18'-0" - 6" X 8 W/2_ "_X 6 34" 3 -0" NO 0.70 1D-0" 20-0 6"X 10 34" 3'-0" YES 0.70 6"X 10" W/2" X 6" _ 34" 3'-0" NO 0.70 10'-0" 24-0 6" X 12 W/2" X 6" - 34" 3'-0" - YES 0.70 12-0' 81416 Xell 36' 3.0 NO 0.79 124' 10-0 6 X6 WIT; X6 36' 3-0' _ NO 0.79 _ 12-0' 12-0 -- 6 X6 W/2 X6 36' - 3-0' - - NO 0.79 12-0" W-61; 6" X 8" - 36" 3'-0" _ NO 0.79 12-0" 16'-0" 6" X eiiW/2" X6' 36" 3'-0" - -- NO 0.79 18'-0" 6" X 10" -.-- -- _ _ 36;; _ 3'-0" - YES--_ -_ 0.79 _12-0'; U -V; - 2O -0 6" X 10 W/2" X 6 36" -0 3 ' _ NO__ 0.79 _ 12-0" 22--0" 6" X 12 1.1 SIP 36" 3 2" _ NO 0.83 12-0" 24'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO 0.83 10'-0" 8'-0" 6" X 6" 36" T-0" _ _ _ NO 0.79 _._ _.. ----- -_-. _ 10'. -0" 10'-0" 6" X 6" 36" 3'-0" NO 0.79 10'-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" _ NO 0.79 10'-0" 14'0" 6" X 8" 36" 3'-0" _ NO 0.79 10'-0" 4-0., 6" X ell W/2" X 6" 36" 3'-0" NO 0.79 10'-0" 18'-0" 6" X 10" 36" 3'-0" NO 0.79 - I,- - 10'-0" 20'-0" 6" X 10" W/2" X 6" -3 36-" -6 3'-0" YES 0.79 10'-0" 22'-0" 6"X 10" W/2" X 6" 36" 3'-0" NO 0.79 0' - _ _._ 10'-0" 24'-0" 6" X 122" 36" 3'-2" YES 0.83 12-0' B. -O..61, X 61, 40 3-ONO 0.97 12-0' 10 -0 ell X v wir X SIP 40 3 -0 NO 0.97 _ _ _ 12-0" 12 -0 6 X 8 40 3 -0 _ NO 0.97 12-0" 14 -0 6" X 8' WIT" X 6" 40" 3'-0" NO 0.97 12-0" 16'-0" 6" X 8" W/2" X 6" 40" 3'-0" NO 0.97 12-0" 18 -0 6" X 10' 40" T.0" YES 0.97 -_ 12-0"20'-0" 6" X 10' Wl2" X 6" 40" 3'-0" NO 0.97 12-0" 22'-0"- 6" X 12' W12" X 6" 40" T.& NO 0.97 12-0" 1 24'-0" 6" X 12" Wl2" X 6"1 40" 1 3'-2" 1 NO 1 1.03 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6' LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT HAVE CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". kMBEKE ENGINEERING 2913 E. 61st Court ele hone: 509-443-6186 Fax, 509-448-6582 a -mall dwambeke@msn.com LAYOUT, STRUCTURAL DETAILS AND SPECIFICATIONS POST FRAME BUILDINGS 30 & 40 PSF LIVE LOAD - IBC 2006 QUALITY STEEL BUILDINGS, INC 7810 NORTH MARKET SPOKANE WASHINGTON 99207 BY DATE DRAWING NO., DRAWN WAMBEKE 7-14-06 QUALITY.IBC2006 CHECKED BY DATE DESCRIPTI❑N OF CHANGE PROJECT NO. 2007 SCALE, N.T.S. SHEET, 1 OF 1 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY EU DIN9,D IVISION