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2008, 08-14 Permit App 08003080 Pole BldgProject Number: 08003080 Inv: 1 Application i} IS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 28 POLE BLDG Setbacks: Front Left: Site Information: Plat Key: Right: Rear: Name: Range Date: 8/14/2008 Page 1 of 2 Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Phone: (509) 927-0655 Group Name: Project Name: District: No Parcel Number: 45184.1232 Block: SiteAddress: 8523 E MAIN AVE Location:: CSV Zoning: R-3 Water District: Area: 6,768 Sq Ft Nbr of Bldgs: 0 Review Information: SF Res District Width: 0 Nbr of Dwellings: 0 Lot: Owner: Name: RAYMOND & KIMBERLY WELBO Address: 7011 E 2ND SPOKANE VALLEY, WA 99212 Hold: Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By Originally Released: Landuse/Zoning/11E Conditions 8/14/2008 By: tmelbourn Released By: See conditions Permits: Originally Released: 8/14/2008 By: mpalaniuk Operator: jmm Printed By: jmm Print Date: 8/14/2008 Project Number: 08003080 Inv: I Application I IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 8/14/2008 Page 2 of 2 Contractor. SPOKANE STRUCTURES INC Firm: SPOKANE STRUCTURES INC Address: 510 N MULLAN RD Phone: (509) 927-0655 SPOKANE, WA 99206 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 672 $12,768.00 672 $12,768.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Totals: 672 $12,768.00 672 $12,768.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Notes: Garage driveway must be paved up to original gravel private driveway Payment Summary: Permit Type Building Permit Fee Amount $223.25 $55.81 $4.50 $283.56 Fee Amount Invoice Amount Amount Paid Amount Owing $283.56 $283.56 $0.00 $283.56 $283.56 $283.56 $0.00 $283.56 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: jmm Printed By: jmm Print Date: 8/14/2008 CITY OF :/ SiOIane �Valley� Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B=3-CE1\IED BY Spokane Valley, WA 992Q6— c oCKAtiE VALLEY (509)688-0036 FAX: (509)688-0037 www.snokanevaIlev.org g�� � 0 ty 20U8 PERMMIT NUMBER: PERMIT FEE: ,6T CENTER ew C_onstraetion n Accessory Bldg Addition/Remodel ❑ Deck ❑ Other: SII E ADDRESS: S; 3 /%1if J l) iL�� 1/ - t ASSESSORS PARCEL NO: 4..Si � /2 J.)-- LEGAL DESCRIPTION: Building Owner: Name: Pdt _ iM/24 ////i.[ Z' Lii9 Address: ,,, 6, 1tl/Ayizi City:' 447. / State: Zip: gQ Phone:cc,f 7 ...5 Fax: Contact Person Name: .gm"( P7iiC 4L 0 Phone: Sod — f;7— nlQ S / 9.9.5 3a Describe the scope of work in detail: Contractor: Name: PORANE STRUCTURES INC S , . Address:510 N. MULLAN ROAD City: State: Zip: SPC)KANF. VAT,T,F.Y WA gQ70 Phone: Fax: 50q—q97-0655 5f)q—q77-4C) 7 Contractor Lic No: Exp Date: 1 /1 /08 City BusinesssCL% i1o?GO6 Cost of Project: $ /a,00e Proposed Use: ************** ********************** The following MUST be complete: (write N/A if not applicable) HEIGHT TO PEAK: /41' DIM NSIONS: X02. g fQ # OF STORIES: / TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: n 2vU FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: 62 FINISHED BASEMENT 0 RAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: _ — 30% SLOPES ON PROPERTY: SQ. FTG: # OF BEDROOMS: C.00NISTRUCTION TYPE: O C09 c/2.11-10(f_ HEAT SOURCE: SEWER R SEPTIC? The perrnitee 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: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: P 'iI$ED 2/15;0 ❑ Check ❑ Mastercard Expires: DATE: /7/1() ❑ VISA V1N#: Spokane # a11ey® 11703 E Sprague Ave Suite 5-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. O Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations O 22" X 30" attic access location O 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details O Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Spokane Valley® For City Use Only PLUS Project Number Project Address 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 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 Lc` G DR1Vew l Mos-r pmez up TM. exls-tmlei ciem L bR‘v y. PLANNING DEPT. APPROVED BY: DATE: ) '-9kcp/ b__dnelt) 2Ls 2 1.474 $ <4 ZaA11/4 e—>4 A 02_ y:2 \/\ c\-\ k 49(2 ,(7ez-)4 C /c2 /t/ WAMBEKE ENGINEERING Daniel Wambeke, P. E. 2913 East 61st Court Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com August 10, 2008 Mr. Danny Bendewald SPOKANE STRUCTURES, INC. 510 N. Mullin Road Spokane, WA 99206 SUBJECT: 24' X 28' X 10' POST FRAME BUILDING FOR RAY & KIM WELBORN, 8523 EAST MAIN, SPOKANE VALLEY, WA 99206 Dear Danny: Spokane Structures has sold this post frame building to Mr. & Mrs. Welbom and plan to erect it on their site using standard post frame building plans I have prepared for Spokane Structures. The building is designed for 40 PSF roof live (snow) load, 85 MPH wind speed, Exposure B, Seismic Design Category C, 2,000 PSF allowable soil bearing pressure and IBC 2006. The building has 10'/10'/8' post spacing and 4:12 roof trusses. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has a 16' x 8' overhead door & a 4' x 3' window. There is sufficient steel siding on this endwall to transfer lateral loads from the roof and sidewalls to the base of the building. However, it will be necessary to install #12 x 5/8" stitch screws @ 9" o. c. to all steel siding vertical side laps — this endwall only. The rear endwall has no openings. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. There will be one 3' pass door installed in the left sidewall. The right sidewall has no openings. Sidewall openings have no effect on the lateral load resistance for this building. You may use the standard post frame building plans to erect this building with the above exception. Please feel free to contact me if you have any additional questions about the design of this building. (Slerely, Da iel Wambeke, P.E. Enclosure DW:dw Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems Cwner's•=,ire Job address Ray & Kim Welborn 3523 E Main Milling Address LEGAL INFORMATION Parcel No. This Contract subject to obtaining permit. •Permits handled in Spokane SSI City BY y75 j P.m, Fhore 509-979-5662 Wk. Phone City Spokane Valley City r' `7 State Wa st-«- DIRECTIONS TO JOB Zip 99206 Framng Type: Commercial Commenced on or about the week of: September 19, 2008 SIDE WALL GABLE Notes Contract pending on City of Spokane Valley not requiring a paved driveway to the garage and existing Ynrfab!e s..^.re e shed con ,sT.^„r?in_ 011AVi`i 70 CALL -OR GOZ.tIE: ribo-ZfUOO Weather and material delays are unforeseeable, therefore schedules. are subject to change THIS ENDWALL ONLY! WUTION: Concret INSTALL #12 X 5/8" @ 9" O. C. reasons. Therefore, we will not be res )wever, we do ti STITCH SCREWS IN ALL STEEL ;e material from reputable compani lavoldable and tt, PANEL VERTICAL LAPS allotted, due to the owner handling imeowner. If a flbor pour Is called ott, arter me concrete nmsner is on site, due to the homeowners site prep, the ho inimurn of $500 and a maximum of $1250 depending on the severity of delay. Post holes are dug with an au dchammer. diamond drill or blast, the homeowner must oav for costs that include equipment. material and labor. Concrete Floors No: =e to Cur :W CHAPTER 64.50 Contains important requirements you must follow before you may file a lawsuit for defective coast ur home. Forty-five days before you file your lawsuit, you must deliver to the seller or builder a written notice of any co fective and provide your seller or builder the opportunity to make an offer to repair or your seller or builder the opportunity the defects_ You are not obligated to accept any offer made by the builder or seller. There are strict deadlines and procedur follow them may affect your ability to file a lawsuit. e floors, vel io to the e of a as to er of ge are air or pay and failure Notice to Customer OKANE STRUCTURES, INC. is registered with State of Washington, registration no. SPOKASI12606, as a general contractor and has posted with the Stare a nd of S12,000 for the purpose of satisfying claims against the contractor for negligent or Improper work or breach of contract in the conduct of the contractor's siness. The expiration date of this contractor's registration is February 4th, 2010. This bond may not be sufficient to cover a claim which might arise from the rk done under your contract This bond or deposit Is not for your exclusive use because it covers all work performed by this contractor. This bond is intended pay valid claims up to $12,000 that you and other customers, suppliers, subcontractors, or taxing authorities may have. You may withhold a contractually teed percentage of your construction contract as retainage for a stated period of time to provide protection to you and help insure that your project will be npleted as required by your contract. If a supplier of materials used in your construction project or any employee of the contractor or subcontractor of your itractor or subcontractor is not paid, your property may be liened to force payment and you could pay twice for the same work. For additional protection you y request the contractor to provide you with original "lien Release" documents from each supplier or sub contractor at your project. The contractor is required provide you with further information about lien release documents If you request it. General information is also available from the Department of Labor Si. lustries. TE: Some things are unforeseeable in any building project, All contract figures are based upon the building site being accessible throughout the entire project I normal digging being possible. Any expenses Incurred to overcome problems, whether underground or weather -caused, are the sole responsiblllty of the neowner unless otherwise Stated on this contract. Page 2 of 2 ** TOTAL PAGE.03 ** SPOKANE STRUCTURES, INC. 510 NORTH MVIULLAN ROAD SPOKANE, WA 99206 PHONE: 509-927-0655 FAX: 509-927-4062 CONSTRUCTION DRAWINGS FOR STANDARD POST FRAME BUILDINGS CONSTRUCTION DRAWINGS ARE ATTACHED FOR BUILDINGS WITH SPANS OF 12'-24', 30', 36', 40', 48', 50' & 60' Drawing Index: 1 of 18 PLAN VIEW 2 of 18 ROOF FRAMING PLAN 3 of 18 BUILDING SECTION A -A 4 of 18 DETAIL 1— TRUSS/COLUMN CONNECTION, PURLIN SUPPORT 5 of 18 DETAIL 2 — KNEE BRACE 6 of 19 SPECIFICATIONS & FOUNDATION 7 of 18 POST/FOOTING SCHEDULE 12' — 30' SPANS 7 of 18 POST/FOOTING SCHEDULE 36' & 40' SPANS 7 of 18 POST/FOOTING SCHEDULE 48' & 50' SPANS 7 of 18 POST/FOOTING SCHEDULE 54' & 60' SPANS 10 of 18 ENDWALL FRAD'IING PLANS & CO 11 of 18 OPTIONAL ENDWALL FRAMING 12 of 18 OPTIONAL ENDWALL FRAMING 13 of 18 SIDEWALL FRAMING 14 of 18 TRUSS BRACING & POST LAMINATI 15 of 18 TRUSS WEB BRACING 16 of 18 LEAN-TO FRAMING PLANS 17 of 18 LEAN-TO BEAM SCHEDULE & FOOTIN 18 of 18 LEAN-TO BEAM CONNECTIONS THE ATTACHED DRAWINGS DESCRIBED BY THE ABOVE INDEX ARE BENT G SUBMITTED UNDER MY PROFESSIONAL ENGINEER ' THE STATE OF WASHINGTON Div.. 1-16-05 1-16-05 1-16-05 1-16-05 1-16-05 7-03-07 • -16-05 S(URES, INc c�$V\% tOT To of � %�, �5��`u ti� fTHIS SElNOT C c PRET6D IN -Row taltooucriow N-Se USE as NGPPLANNORaR A l- 6— v� BE ANINFR9NOEfffi«OF 1-16-05 ..R1C{F(T AC.L _ COP.... IT PROTEC --- TO REPORT COPYRIGHT YIOL NS 1-800-T35-6347CALL 6-05it O a`SAN EWARD FACTUAL OR COPYRIGHII-16 jag INFRINGEMENT c>9 194C P9 ��1 ��' '�n CEO INS �05 ENGINEER: DANIEL WAMBEKE, P. E., _� , POKANE, WA 99223 PHONE: 509/443-6186 FAX: 509-448-6582, dwambeke@msn.com 05 SPAN RI Q DOUBLE TRUSSES /tl-, rn—____/_J `a Z) -, Q .--, ElH w RI Z J p _I _I— 11 D __I CZ CYJ d w a_ u_ \0 ? ,,O J ° IL ', vj O n1 .-,n° 1 N D D DOUBLE TRUSSES SINGLE TRUSS PLAN VIEW N.T.S, 1 NOTES FOR FLOOR PLAN CO INTERI❑R FRAME WOOD POSTS, POST SCHEDULE. 0 GABLE WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4" X 6" TYPICAL F❑❑TING DIMENSI❑NS - B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12' 0" PURLINS @ 24" ❑,C., BEARING OR J❑IST HANGERS (TYPICAL) EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12TO 60' SPANS PLAN VIEW DRAWN BY DATE WAMBEKE 1-16-05 SSI.01 REV. APPROVED SCALE NTS O CU CO x cu LLI 12'-0" TO 60'-0" 7FT J �v ROOF FRAMING PLAN WOOD COLUMNS SEE SCHEDULE EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12TO 60' SPANS ROOF FRAMING PLAN DRAWN BY VAMBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.02 SEE 1 DETAIL J 0 J B SEE DETAIL 1 12 4 NOTES FOR SECTION A -A 1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' ❑.C., 10' BAYS 2' X 6' @ 24' ❑.C., 12' BAYS DF-L #2 GIRTS FLAT @ 24' O.C. CONCRETE FO❑TING, SEE SCHEDULE EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG W❑❑DFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG W❑ODFAST TEKS. 0 0 SEE DETAIL SEE FOOTING y DETAIL BUILDING SECTION A -A N.T.S. EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION DRAWN BY WAMBEKE DATE 1-16-05 SSI.03 REV. APPROVED SCALE NTS PURLIN C❑NNECTION METHODSI A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON J❑IST HANGERS OR EQUAL. B), PURLINS MAY BE BUTTED AND NAILED 1•//(2) 16d NAILS INT❑ EACH PURLIN, C), PURLINS MAY BE LAPPED ANDNAILED W/(3) 16dNAILS, ON C❑NNECTION METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER 12• DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT A11 - c7 Y d tiLL J Z d - ONN' " TION DETAIL S1) TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 16d S4 MANUFACTURED TRUSS, NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. ©WOOD POST, SEE P❑ST/F❑❑TING SCHEDULE, S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT C) S❑LID BL❑CKING AT CONNECTI❑N P❑INTS, S8 TYP, PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT (DP 4 - 16d NAILS OR 3/4'0 M. BOLT EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS -COLUMN CONNECTION DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.04 REV. N❑TES F❑R DETAIL 2- KNEEBRACE S1 TRUSS T❑P CH❑RD, DESIGN BY ❑THERS co TRUSS B❑TT❑M CH❑RD, DESIGN BY ❑THERS S3 2' X 6' DF-L #2 EACH SIDE ❑❑D P❑ST, SEE P❑ST/F❑❑TING SCHEDULE 6d GALV. NAILS, EACH SIDE RACE REQUIRED WHERE N PDST/F❑❑TING SCHEDULE. T REQUIRED AT GABLE END TRUSSES. TE KNEE BRACE/P❑ST AND TRUSS/P❑ST N = USE 3/4'0 THRU B❑LTS, ATI❑N. DETAIL 2 - KNEE BRACE N.T.S. EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN & TRUSS DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.05 REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006) AND ALL STATE Sc LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE DESIGNED FOR 30 PSF OR 40 PSF LIVE (SNOW) LOAD [AS REQUIRED BY LOCAL CODE]), 85 MPH WIND SPEED, EXPOSURE B & SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATI * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, SILTY , V(6%p OR CLAYEY GRAVEL SOILS OR BETTER PER IBC TABLE 1804.2. LESSER SOI c� �' 6 CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY TH ,ENGINEEI3.1 CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK >a MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM T(411 ACI 318-05. — w,16 LL NOTES FOR F❑❑TING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE FULL BEARING WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY iIV F GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 & OTHER APPLICABLE SECTIONS OF CHAPTER t$ OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE COATED HOT —DIP GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS V/4./ 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 (SQ), Fy = 80.0 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 PLATE:D, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 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 OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF ao 9 C4 STURBED SOIL TO OBTAIN FOOTING DETAIL N,T,S, EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60'SPANS SPECIFICATIONS & FOUNDATION - IBC 2006 DRAWN BY WAMBEKE DATE -16-05 SSI.06 REV, APPROVED SCALE NTS POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-O" 8'FO" 6" X 6" 21" 3'-0" NO 0.27 10'-0" 10'-0" 6" X 6" 21" 3'-0" NO 0.2 \ 10'-0" 12'-0" 6" X 6" 21" 3'-0" NO s{•\�o 10'-0" 141-0" 6" X 6" W/2" X 6" 22" 3'-O" NO • '0. 10'-0" 16'-0" 6" X 8" 22" 3'-0" NO.kE3 6 10'-O" 181-0" 6" X 8" W/2" X 6" 22" 31-0" NO cii: 0 0 10!-0 !! 20!-0 !! 6"X 10"22" 3'-3" NO ,.1 W 1--- T 4 W a ' a 10l-0" 22! 0" 6" X 10" W2" X 6" 22" 3!-0" NO Cf. ' a. 10'-0" 24'-0" 6" X 10" W/2" X 6" 22" 4'-0" NO w s. 12-0" .. -- 8' 0" 10'-0" 6" X 6" 6" X 6" 24" 24" 41-0" 3'-0" N O NO \' -P J1/2, 0.'0 0.3 dS 12-0" 12'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 0.35 12-0" 14 -0" 6" X 6" W/2" X 6" 24"1 3'-0" NO 0.35 12-0" 16'-0" 6" X 8" W/2" X 6" 24" 3'-0" NO 0.35 12-0" 18'-0" 6" X 8" W/2" X 6" 24" 3'-2" NO 0.37 12'-0" 201-0" 6" X 10" W/2" X 6" 24" 31-0" NO 0.41 12'-0" 22'-0" 6" X 10" W/2" X 6" 24" 3'-9" NO 0.44 12'-0" 24'F 0" 6" X 12" W/2" X 6" 24" 4'-1" YES 0.48 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 1 6' 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" Sc FOOTING DEPTH X 4". SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPAN DRAWN BY WAMBEKE DATE 1-16-05 SSI.07A REV. APPROVED SCALE NTS POST/FOOTING SCHEDULE 30' SPANS, 30 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOL UM___ YD3 10'-0" 8'=0" 6" X 6" 24" 3°-0" NO 10'-0" 10'.O" 6" X 6" 24" 3°-0" NO WO to of THIS IS yf+ PPFI'M, "ROY �F -ii '^R ;+=1ccDUCtIc$ OF Q VA y ti5. W Yt iT, i 10'-0°' 12'-0" 6" X 6" W/2" X 6" 24" 3°-0" NO 10-0 14-0 6" X6 W/2" X6 24" 3-0 NO 10'-0" 16°-0°' 6" X 8" 24" 3°-0" NO '' 10'-0" 1 C'-0" 6" X 8" W/2" X 6" 24" 3,'-0" NO 10'-0°' 20'-0" 6" X 10" 24" 3"-2" NO \' 10'-0°' 22°-0" 6°' X 10" W/2" X 6" 24" 3°-6°• NO 10%0" 2/.-0" 6" X 12" 24" 3'"10" NO 12-0°' 8'e 0" 6" X 6" 26" 3"-0" NO Y = �'� 12-0°' 10'-0" 6" X 6" 26" 3°-0" NO 0.41 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3u-0°' NO 0.41 12-0°' 14'-0" 6" X 8" 26" 3"-0" NO 41 12-0°' 16.-0" 6" X 8" W/2" X 6" 26" 3°-0.. NO 0.41 12-0°' 18'-0" 6" X 10" 26" 3"-0" NO 0.41 12-0" 20'—O" 6" X 10" W/2" X 6" 26" 3"-3" NO 0.45 12-0" 22'M" 6" X 12" 27" 3°-6" NO 0.48 12-0°° 24'.-O" 6" X 12" W/2" X 6" 27" 3"-8" YES 0.50 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 1 6' 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X .2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.07B REV. POST/FOOTING SCHEDULE 36' SPANS, 30 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING r "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 81-0" 6" X 6" 26" ' 3',-0" Z Z Z Z Z Z Z Z.00000000 10'-0" 10'-0" 6" X 6" 26" 3'-0" 10'-0" 12'•-0" 6" X 6" W/2" X 6" 26" 3'-0" �cil�RES, IN �,�,� =�5H6TToQ,, " .� EA9NC0� N�A+PF rHTHIS rSPPLAN L,ALP CjT VF"G YE AN 4VFRINGEtAzrYT OF 'ND FED. CCPYRIGHrACT. COPYRIGHT PROTECTION REPORT COPYRIGHT VIOLAT101 10'-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" 10'-0" 16'-0" 6" X 8" 26" 3',-0" 10'-0" 18'-0" 6" X 8"VII/2" X 6" 26" 3'-0" 10'-0" 20'-0" 6" X 10" 26" 3%0" 10'-0" 221-0" 6" X 10" W/2" X 6" 26" 31-3" 10'-0" 24'-0" 6" X 10" W/2" X 6" 26" 31-8" 12-0" 8'e0" 6" X 6" 28" 3'-0" zzzzzzzaa 0 0 0 0 0 O 0 0 d 12-0" 10'..0" 6" X 6" 28" 3' -O" 12-0" 12'c0" 6" X 6" W/2" X 6" 28" 3'-0" 12-0" 14'--0" 6" X 8" 28" 3'-0" 12-0" 16'-0" 6" X 8" W/2" X 6" 28" 3' -0" 12-0" 18'•0" 6" X 10" 28" 3'-0" 12-0" 2010" 6" X 10" W/2" X 6" 30" 3%2" 12-0" 22'-0" 6" X 12" 30" 3'T6" 12-0" 24' -0" 6" X 12" W/2" X 6" 30" 3%9" 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 1 6' 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. Q. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36' SPANS DRAWN BY VAMBEKE APPROVED DATE 1-16-05 SCALE SSI.07C NTS REV, POST/FOOTING SCHEDULE 40' SPANS, 30 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACI NG °°H°' W X D "B" DIA. "'T" REQUIRED VOLU ► 10"-0" 8'-00" 6" X 6" 27' 31' -0" NO W . 10-0" . ■" 10-0 6" 6" X 27 ■" 3" " 3�-0 NO . Q� .44 o 10'-0" 12"-0" 6" X 6" W/2" X 6" 27" 3� -0" NO v�oO� r 10'-0"" 14'--0" 6" X 6" W/2" X 6" 27" 3'►'-0" NO c.j10� s W 'LL 10'-0" 16'-O" 6" X 8" 27" V -0" YES : w - a ` 10'-O" 16'%0"" 6" X 8" W/2" X 6" 27" 3� -0" NO .y b _ 0 „ 10'-O" " "" 10 -0 18' -0" a "" 20 �p 6" X 8" W/2" X 6" 6" 10" W/2" 6" X X 27" 27" .3'-0" " "■ 3► -0 NO NO �� 2,,60 Fe V 0. E �/ .� O `c., s2�44� � a 10'-0'" 22'-O"" 6" X 10" W/2" X 6" 28" 3'►'-2" NO 5 10'-0" 24'- O" 6" X 12" 28" Z '-6" YES g 12-0" 8'-O" 6" X 6" 30" 3'-0" 000000000 zzzzzzzzz 0.55 12-0" 10'-O" 6" X 6" 30" 3;' -0" 0.55 12-0" 12"-0" 6" X 6" W/2" X 6" 30" 31 -0" 0.55 12-0" 14'•O" 6" X 8" 30" 31'-0" 0.55 12-0" 16'• O" 6" X 8" W/2" X 6" 30" 3'-0" 0.55 12-0" 18'-0" 6" X 10" 30" .7.31-0" 0.55 12'-O"° 20'-0" 6" X 10" W/2" X 6" 30" 3'+'-2" 0.58 12-0" 22'- 0" 6" X 12" 30" 3' -4" 0.61 12-0" 24'-O" 6" X 12" W/2" X 6" 30" V-8" 0.67 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 1 6' 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING QEPTH X 4". EXPIRES 12/29/ 09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 40' SPANS DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SS1.07D REV. POST/FOOTING SCHEDULE 48' TO 52' SPANS, :30 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONC� r: VOL i . l SPACING ee I co W X D "B"DIA."T"REQUIRED 10-0 e re 10 -0 101-0" e re 10-0 10'-0" 10'-O" 10'-0" 10'-0" 10'-0" 8-UY' e " 10 -0 12'-0" a re 14.0 16'.0" 18'-0" 20'- O" 22'n0" 24%0" 6"X 6" 6" 6" X 6" X 6" W/2" X 6" 6"X 8"30"3-0 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" 6" X 10" W/2" X 6" 6" X 12" W/2" X 6" 30"3"-0"� 30" 30" 30" 30" 30" 30" 32" r n 3 -0 31-0e" a re 3e-0" 3'-0" 3'-0" 3'-2" 31-3" NO NO NO NO NO NO YES NO NO Q,` 3 i �5 ) V __ fi5i ° _1 'I l ' i 6'; '���O5S;` �1 l\ -.. W " " i 0.5 & 0.58 0.68 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 8'-f" 10'-O" 12'-0" 14'-0" 16'-0" 18'-0" 20"=3" 22'-0" 241-0" 6" X 6" 6" X 6" W/2" X 6" 6" X 6" W/2" X 6" 6" X 8" W/2" X 6" 6" X 8" W/2" X 6" 6" X 10" W/2" X 6" 6" X 10" W/2" X 6" 6" X 12" W/2" X 6" 6" X 12" W/2" X 6" 33" 33" 33" 33" 33" 33" 33" 33" 33" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-2" 3'-6" 1 zzzzzzzzz 0 0 0 0 0 0 0 0 0 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.70 0.77 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 1 6' 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 1 6' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". A. EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 50' SPANS DRAWN BY WAMBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.07E REV, POST/FOOTING SCHEDULE 54' TO 60' SPANS, 30 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, ' %4 10'-0" 8'--0"' 6" X 6" 33" 3'-0" NO 0. '+ )`(\\ 10'-0" 10'-0" 6" X 6" 33" 3'-0°' NO ,, '‘``' 10'-0" 12'-0" 6" X 6" W/2" X 6" 33" 3'-07' NO K6 ? 10'-0" 14'-0°' 6" X 8" 33" 3'-0" NO ! OA c2 .P 4 10'-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" NO , Oi66 ' ' , 101-0" 18'-0" 6" X 10" 33" 3'-01" NO 0 66 pi 10'-0" 20'---0" 6" X 10" W/2" X 6" 33" 3'-071 YES 066. ,�. 10,-0.. 22'-O" 6" X 10" W/2"X 6"33" 3' NO 0.665 10 -0 24 -0 6"X 12"33"3 -2 7' YES 0.70 12-0" 8'-0" 6" X 6" 36" 31-07' NO 0.79 12-0" 10'-O" 6" X 6" W/2" X 6" 36" 3'-0°' NO 0.79 12-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0°' NO 0.79 12-0" 14'-0" 6" X 8" W/2" X 6" 36" 3'-0" NO 0.79 12-0" 16'-0" 6" X 8" W/2" X 6" 36" 3%0"' NO 0.79 12-0" 18'-0" 6" X 10" W/2" X 6" 36" 3' 0T J YES 0.79 12-0" 20'M" 6" X 10" W/2" X 6" 36" 3'-0°' NO 0.79 12-0" 22'-0" 6" X 12" W/2" X 6" 36" 3'-2"' YES 0.83 12-0" 24'- 0" 6" X 12" W/2" X 6" 36" 3'-4°' NO 0.88 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 1 6'-0" WALL HEIGHT. ABOVE 1 6' 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"93 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 60' SPANS DRAWN BY DATE VAMBEKE ,1-16-05 APPROVED SCALE NTS SSI.07F REV. POST/FOOTING SCHEDULE 12' - 24' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "I-9" W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'-0„ 8'-0" 6" X 6" 24" 31-0" NO al 101 S\ L? M M CO M M O C O O D O o O C 10'-0" 10'-0" 6" X 6" 24" 3'-0" NO 101-0" 12'-0" 6" X 6" 24" 3'-0" NO 10'-0" 14'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 10'-0" 16'-0" 6" X 8" 24" 3'-0" NO 10'-0" 18'-0" 6" X 8" W/2" X 6" 24" 3'-0" NO 10'-0" 20'-0" 6" X 10" 24" 3'-0" NO 10'-0" 22'-0" 6" X 10" 24" 3'-2" NO 10'-0" 24'-0" 6" X 10" W/2" X 6" 24" 3'-8" NO 12-0" 8'-0„ 6" X 6" 26" 4'-0" NO 0.41 ' 12-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 14'-O" 6" X 6" W/2" X 6" 26" 31-0" NO 0.41 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.41 12-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.45 12'-0" 20'-O" 6" X 10" 27" 3'-3" NO 0.48 12'-0" 22'-0" 6" X 10" W/2" X 6" 27" 3'-6" NO 0.52 12' 0" 24'0" 6" X 12" 27" 3'-10" YES 0.57 INUIt: 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 1 6' 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"93 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPAN_. DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.07A REV. POST/FOOTING SCHEDULE 30' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 101-0" 8'-0" 6" X 6" 26" 3'-0" NO /V Nt s�w Ss a=fi 7do0 :g °1 10 VIS� tia�S�. 10'-0" 10'-O" 6" X 6" 26" 3'-0" NO 10'--0" 12'-0" 6" X 6" W '2" X 6" 26" 3'-0" NO 10%0" 14' " 6" X 6" I,/2" X 6" 27" 3'-O" NO 10'.-0,° 16'-0°' 6" X 8" 27" 3'-0" NO 10'-0" 18'M0" 6" X 8" W12" X 6" 27" 3'-0" NO 10'-0" 20'-0" 6" X 10" 27" 3'-0" NO 10'-0" 22'-0" 6" X 10" W12" X 6" 27" 3'-3" NO 10'-0" 24'.O" 6" X 12" 27" 3'-6" NO 12-0" 8'-0° ` 6" X 6" 30" 3'-0" NO 0.55 12-0" 10'.0" 6" X 6" 30" 31-0" NO 0.55 12.0" 12%0" 6" X 6" W12" X 6" 30" 3'-0" NO 0.55 12-0" 14'-0" 6" X 8" 30" 3'-0" NO 0.55 12-0" 16°.-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 12 0" 18' 0" 6" X 10" 30" 3'-O" NO 0.55 12-0" 20'-00' Co" X 10" W/2" X 6" 30" 3'-2" NO 0.58 12-0" 22'-0" 6" X 12" 30" 3'-4" NO 0.61 12-0" 24'-0" 6" X 12" IN/2" X 6" 30" 3'-8" YES 0.64 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 1 6' 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"95 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X :2" & FOOTING DEPTH X 4". -Or Al/ r� ti„ 60r #� � rr EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS DRAVN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.07B REV. POST/FOOTING SCHEDULE 36' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T'" REQUI RED VOLUME, YD3 10'-0" 10'-0" 10'-0" 101-0" 101-0" 101-0" 101-0" 10,-0" 101-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 8'-0" 101-0" 12'-0" 14' 0" 16'-0" 1 81_O" 20, _O" 22'-0" 2 1-0" 8.-0" 10'-0" 12'-0" 14%0" 16'-O" 18,-0" 2O'-0" 22%0„ 24'-0 ' 6" X 6" 6" X 6" 6"X6"W/2"X6" 6" X 6" W/2" X 6" 6" X 8" 6" X 8"W/2" X 6" 6"X 10" 6" X 10" W/2" X 6" 6" X 10" W/2" X 6" 6" X 6" 6" X 6" 0"X6"W/2"X6" O„X8" 6" X 8" W/2" X 6" 6" X 10" 6"X10"W/2"X6" 6" X 12" 6"X12"W/2"X6" 30" 30" 30" 30" 30" 30" 30" 30" 30" 32" 32" 32" 32" 32" 32" 32" 32" 32" 3•-0" 3'-0"' 3•-0"' 31-0"' 3'-0"' 3'-0"' 3'-0II1 3'-2"' 3'-6" 3•-0"' 3'-0" 3'-0"' 3'-0"' 3'-0" 3' -0'1' 31. 0 3'-0,,, 3,-6", NO NO NO NO NO NO NO NO YES NO NO NO NO NO NO NO NO NO 0.51 0.5 aPlio \#Aqt,”12 0.6 0.62 0.62 0.62 0.62 0.62 0.62 0.67 0.72 AI/ xdif¢�y�� ,..x 7 6\ ",� C. > r_LLo:z- c-, 6v' •"' r M J,1,1E, o�oft o r 4W< Q Q a eCZ cc- 44-1 A. W l O Q �l\A`Y a dS * 0°\ 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 1 6'-0" WALL HEIGHT. ABOVE 1 6' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 1 6'-0". ABOVE 1 6' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. I POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36' SPANS DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.07C REV. POST/FOOTING SCHEDULE 40' SPANS, 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" 30" 3'-0" 0000fo©oof zzzz zzzz 0.55 10'-0" 10'-0" 6" X 6" 30" 3'-0" 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" 0.5 0 101-0" 14'-0" 6" X 6" W/2" X 6" 30" 3•-0" 0• o� �``� 10'-0" 16'-O" 6" X 8" 30" 3'-0" 10'-0" 16'-0" 6" X 8" W12" X 6" 30" 3'-0" $' 10'-0" 10'-0" 18'-0" 20'-0" 6" X 8" W/2" X 6" 6" X 10" 32" 32" 3'-0" 3'-0" Or62 w , n F E W G`.6 W 10'-0" 22'-0" 6" X 10" W/2" X 6" 32" 31-0" ,;" v.- s' 1 0. � .2 ' "` 10%0" 24'-0" 6" X12" 32" 3 �3 " �2ti �y 0.6$� .��� 12-0" 81-0'1 6" X 6" 33" 3'-0" 0 0 0 0 0 0 0 0 0 zzzzzzzzz 0.66 12-0" 10'-0" 6" X 6" W/2" X 6" 33" 3'-0" 0.66 12-0" 12'-O" 6" X 8" 33" 3'-0„ 0.66 12-0" 14'-O" 6" X 8" 33" 3'-0" 0.66 12-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" 0.66 12-0" 18'-0" 6" X 10" 33" 3'-0" 0.66 12'-0" 20'-0" 6"' X 10" W/2" X 6" 33" 3'-0" 0.66 12-0" 22'-0" 6" X 12" 34" 3._2„ 0.74 12-0" 24' 0" 6" X 12" !N/2" X 6" 34" 31-0" 0.82 INU 1 t: 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 1 6'-0" WALL HEIGHT. ABOVE 1 6' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM —FIR #2 POSTS. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 1 6'-0". ABOVE 1 6' V/ALL 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 J SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 40' SPANS DATE 1-16-05 SCALE NTS SSI.07D REV. POST/FOOTING SCHEDULE 48' TO 52' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, 100-0., 8'-0° 6" X 6" 34" 3-0 Z Z M Z z z Z Z z OOOQOOOO 0.7 ► ��� 1 O' 0" . 101-0" 6" X 6"34"3'°-0.. O J ��o 101-0" 12 -0 6"X 6" W/2.. X 6�. 34„ 3 -0„ + .tie 101-0" 14 %0" 6" X 8" 34" 3'^0" i V Itt 101-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-0" 'ct, r 10'-0" 18'-0" 6" X 8" W/2" X 6" 34" 3'-0" t a 6t' 101-0" 201-0" 6" X 10" 34" 3'-0" 2Q.i;, ' a �r,J' 10'-0" 22'-0" 6" X 10" W/2" X 6" 34" 3'-0" 0. •i4,b H! 101-0" 24'-0" 6" X 12" 34" 3'- ' 0.74 12-0" 8'-0" 6" X 6" 38" 3'-0" z z z M z Z z Z Z O O O N O 0 0 0 0 0.88 12-0" 10' " 6" X 6" W/2" X 6" 38" 3'-0" 0.88 12-0" 12'4 " 6" X 6°' W/2" X 6" 38" 3'-0" 0.88 12-0" 141=0" 6" X 8" W/2" X 6" 38" 3'-0" 0.88 12-0" 16'-0" 6" X 8" W/2" X 6" 38" 3'-0" 0.88 12-0" 18'-0" 6" X 10" W/2" X 6" 38" 3'-0" 0.88 12-0" 20'-0" 6" X 10" W/2" X 6" 38" 3'-O" 0.88 12-0" 22'-0" 6" X 12" 38" 3'-0" 0.88 12-0" 24'-0" 6" X 12" W/2" X 6" 38" 3'-3" 0.95 NOTE: 1. TI-IE 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 1 6' 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"9X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 —1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.07E REV. POST/FOOTING SCHEDULE 54' TO 60' SPANS, 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUM yflit 101-0" 81-0" 6" X 6" 38" 3'-0" NO 0. , f ,aSN'o 10-0" 10-0" 6" X 6W/2" X 6 38" 3-0" NO 1:4 �e� 1 101-0 121-0 6"X6■■ W/2"X6■■ 38" 3'-0 NO 1. t2,�;t t 10-0 14-0 6" X 8" 38" 3-0 NO 0:88 ; 10'-0" 16'-0" 6" X 8" W/2" X 6" 38" 3'-0" NO 0.88 ' 101-0" 181-0" 6" X 10" 38" 3'-0" NO 0.88 10 -0 20 -0 6" X 10" 38" 3 -0 YES 0.8$\ t 10 -0 22 -0 6" X 10" W/2" X 6" 38" 3 -0 NO 0.88 101-0" 24'.O" 6" X 12" 38" 3'-2" YES 0.93 12-0°t 81-0" 6■■ X 6" 40" 31-0" NO 0.97 12-0" 10'-0" 6" X 6" W/2" X 6" 40" 31-0" NO 0.97 12-0" 121-O" 6" X 8" 40" 31-0■■ NO 0.97 12-0" 14'-0" 6" X 8" W/2" X 6" 40" 3'-0" NO 0.97 12-0" 16'-0" 6" X 10" 40" 3'-0" NO 0.97 12-0" 18'-0" 6" X 10" 40" 3'-0" YES 0.97 12-0" 201-0" 6■■ X 10" W/2" X 6" 40" 31-0" NO 0.97 12-0" 22'-0" 6■■ X 12" 42■■ 31-0" YES 1.07 12-0" 24'-0" 6" X 12" W/2" X 6" 42" 3'-2" NO 1.13 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 1 6' 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'—O" 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 CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". \G EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 60' SPANS DRAWN BY DATE VAMBEKE 1-16-05 APPROVED SCALE - SSI.07F REV, NTS SEE DERAIL 12 4 .- 671) 20' 0° MAXIMUM e0GNA I: .� tuff mot - iA t�f,=.r� BOL dS SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N,T,S. NOTES FOR FRONT ELEVATION 0 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 0 2' X 6' GIRTS @ 24' ❑,C,, 10' BAYS, DF-L #2 2' X 6' GIRTS @ 24" ❑,C., 12' BAYS, DF-L #2 S4 2' X 8" FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2" X 6" BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT W a I+ Z cr 2' X B❑LTING BLOCK wAsios ti NAL E END TRUSS 8 - 16d NAILS CORNER POST - 16d NAILS DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS DRAWN BY WAMBEKE DATE 1-16-05 SSI.10 REV, APPROVED SCALE NTS 12 3068 MIND❑❑R ❑PTI❑N 1'-ni OPTIONAL FRONT ELEVATION N,T,S, N❑TES F❑R ❑PTI❑NAL FR❑NT ELEVATI❑NS D HALF TRUSS DESIGN BY ❑THERS S2 2' X 10' HEADER UP T❑ 12' 0° D❑❑RS 2" X 12' HEADER UP T❑ 20' 0' D❑❑RS 2° X 12' BACKED WITH 2' X 6' UP T❑ 24' 0' S3 2' X 6' HEADER S4 4' X 6' D❑❑R POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' D❑❑R POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. S5 D❑UBLE 2' X 6' KINGP❑ST 12 D❑❑R ❑PTI❑N RONT ELEVATION N,T.S. EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.1 1 REV. 12 DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N,T.S, NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS S1 HALF TRUSS DESIGN BY OTHERS 0 2' X 10" HEADER UP TO 12' 0" DOORS 2' X 12" HEADER UP TO 20' 0" DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' 0 2' X 6' HEADER 0 4' X 6' DOOR POST — 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER, 6' X 6" DOOR POST — 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. SS DOUBLE 2' X 6' KINGP❑ST LIDING DOOR ❑PTI❑N FRONT ELEVATION N.T.S. EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE WAMBEKE 1-16-0S APPROVED SCALE SSI.12 NTS tt c 1 OVERHEAD DOOR ❑PENING SLIDING DOOR ❑PENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATI❑N N.T.S. Si 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS TREATED POST 4 — 16d GALV, NAILS EACH GIRT 2' X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION .,,, , e 4( N ,/,(4, ,./,,)<, ..,..,5t, . .., „A., ci�,o > r vi Fo s0. �y��� q F W �0.aG.— 6l36- w�-4 gas��LL cfP--- ogritil 2 L,,,;,..—_, d C i a cz Li,J �z �rc� o c'C'FLL v� � (n 6 � w ii CE .- t — q H �1 s41 2 %G�% °ds * 0c EXPIRES 12/29/09 POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING DRAWN HY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.13 TYPICAL FRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES 0 2" X 4' X-BRACING @ 10' 0' ❑,C. 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' ❑,C. S5 T❑ENAIL BRACES TO TRUSSES WITH 3 - 1Od1NAILS 1" cu 6", 8" OR 10" POST 16c1 NAILS ■11■ GIRTS ■Il■ (TYP,) METAL SIDING NAILING PATTERN FOR SIDEWALL POST LAMINATIONS NOTE! 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE F❑OTING, LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN It �\ O 6 •6 t 31 - n K GIcrc : (P '11:1/42 Q M THE FOLLOWING MINIMUM ROOF MAPHRAGdiIIREMENTS ARE NEEDED' x ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT FIELD SCREWS] #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) EAVE AND RIDGE PURLIN SCREWS' 014 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED' x ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT FIELD SCREWS' #10 x 1 1/2' e 9' O.C. (NEXT TO HIGH RIB) x BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' 014 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB, DIAPHRAGM SCREWS DIAPHRAGM SCREWS @ ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS EXPIRES 12/29/09 N,T,S SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60SPANS TRUSS BRACING & POST LAMINATIONS DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.14 REV. 0 CC A LL 1 = W m TRUSS r^ %1 1f ""► l• f E rs r-s r s • i-. • . A P 0 w a INTERIOR OR sGABLE END TR ► ES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS [1 THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2" X 4' WEB MEMBER BRACING F❑LL.❑W THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE "RAT -RUN" WEB CI CC T Z x K U W r i 1 C,� l0d NAILS @ 6' O.C. ° X 6' OR 2" X 8" L-BRACE TRUSS WEB MEMBER -1Od NAILS @ 6" O.C. -2' X 4' L-BRACE TRUSS WEB MEMBER ECTIO�1 B SECTION B—B AT INTERIOR TRUSSES AT GABLE END TRUSS \ O ' CO I 4 � 7 1,46, EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS WEB BRACING DRAVN B7 WAMBEKE APPROVED DATE 1-16-04 SCALE NTS SSI.15 PURUN SIZES AND SPACING USE 2' X 6' DF-L B2 € 2' 0' QC., 8' BAYS USE 2' X 6' DF-L 112 € 2' 0' O.C., 10' BAYS USE 2' X 8' DF-L 62 B 2' 0' O.C., 12' BAYS PURUN CONNECTION METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST HANGERS OR EQUAL, s'ap 40.%) `i • �I rfti wricrw • `I NOTES FQR LEAN TO GIRTS GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS, BUILDING LEAN TO'S NAY BE OPEN OR ENCLOSED USE 2' X 6' DF-L 112 GIRTS 2 2' 0' O.C. FOR 8' BAYS USE 2' X 6' OF-L 112 GIRTS 8 2' 0' QC. FOR 10' BAYS USE 2' X 6. OF-L ®2 GIRTS fl 2' 0' O.C. FOR 12' BAYS do S FOR LEAN TO CONNECTION DETAIL © MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. © TRUSS SUPPORT POST. SEE POST/FOOTING SCNEDULE. © 3/4' DIA. MACHINE BOLT 0 2' X 6' X 24' DF-L CONNECTION BLOCK. PROVIDE BLOCK EACH SIDE OF POST. © TYP. PURLIN, SEE CHART AT LEFT FOR © 2' X 6' OR 2' X 8' EAVE GIRT © 2' X 6' DF-1_ GIRTS N 24. O.C. TYPICAL 8', 10' Q2 12' BAYS ©6' X 6' FULL SIZE LEAN TO POST © 16d NAILS GLEAN -TO RAFTERS - SEE CHART 6 SECTION A -A LEAN—TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE KTs o'S SIZES. EXPIRES 12/29/09 � SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO FRAMING PLANS DRAWN BY WAMBEKE DATE -16-05 APPROVED SCALE NTS SS1.16 NOTES FOR LEAN TO CONNECTION DETAIL 4�i MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. © TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. © 3/4' DIA. MACHINE BOLT - NOT REO'➢ ON ENDVALLS 2' X 6' X 24' DF-L CONNECTION BLOCK, PROVIDE BLOCK EACH SIDE OF POST. © TYP, PURLIN. SEE CHART AT LEFT FOR SIZES, CO 2' X 6' OR 2' X 8' EAVE GIRT 0 2' X 6' DF-L GIRTS 8 24' 11C. TYPICAL 8', 10' OR 12' DAYS 6' X 6' FULL SIZE LEAN TO POST ©16d NAILS © LEAN-TO RAFTERS - SEE CHART 6 SECTION A -A PURL IN CONNECTION METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS VITH STANDARD SIMPSON JOIST HANGERS OR EQUAL NOTE. PURRLINS TO BE SPACED Q 16' 08. UPPER HALF OF LEAN-TO SPAN TO RESIST SNOW DRIFT LOAD LEAN-TO ADDIT ON TO POST FRAME: BUILDING STEP DOWN LEAN-TO ROOF MTS EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS STEP-DOWN LEAN-TO FRAMING PLANS DRAWN BY WAMBEKE APPROVED DATE /1-16-05 SCALE NTS SSI.16 REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 PSF OR 40 PSF LIVE LOAD SITUATIONS — BUILD ACCORDING TO THE PLANS FOR THE LIVE LOAD REQUIRED IN THE JURISDICTION IN WHICH CONSTRUCTION IS BEING PERFORMED. THESE BUILDINGS ARE DESIGNED FOR 30 PSF OR 40 PSF ROOF LIVE (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF* CEILING LL = 0 PSF CEILING 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 (SW, SP, SM, SC, GM AND GC) SOILS OR BETTER (IBC 2003 TABLE 1804.2). LESSER SOIL CONDITIONS (AS REQUIRED BY THE BUILDING OFFICIAL) 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 318-99. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT —DIPPED ZINC —COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE OR COPPER. TREATED WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA 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, UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS & HARDWARE — HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL, ALL BOLTS SHALL CONFORM TO ASTM A307. ROOFING & SIDING — METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 I<sl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 %" 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 & FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 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. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6", COMPACTION MUST BE VERIFIED BY TESTING BY A QUALIFIED SOIL'S PROFESSIONAL. UNLESS OTHERWISE NOTED ON THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL A DEPTH EQUIVALENT TO THAT INDICATED ON THE PLANS. NOTES FOR F❑❑TING DETAIL TREATED POSTS AS SIZED PER SCHEDULE D CONCRETE TO OBTAIN "��1, sry1 FOOTING DETAIL N,T.S, t. SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS WA & ID LEAN—TO SPECIFICATIONS & FOOTING 30 OR 40 PSF LIVE LOAD DRAVN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.06IBC RAFTER SECTION CHART SPAN BAY SPACE LIVE LOAD PSF RAFTER SECTION SIZE OR COMBINATION ENDWALL RAFTER SECTION SIZE OR COMBINATION 8' 0" 8' 0" 30 2 — 2' X 8" 2' X 8'0"10'0' 30 2-2'X8' 2'X8' 8' 0' 1?' 0' 30 2 — 2' X 10' 2' X 10' 8' 0' 8' 0' 40 2 — 2' X 8" 2' X 8' c 8' 0' 10' 0' 40 2 — 2' X 10" 2' X 10' ' V �— 8' 0' 1?' 0' 40 2 — 2' X 10' 2" X 10' 10' 0' 8' 0' 30 2 — 2' X 10" 2" X 10' % ''-f,` 10' 0' 10' 0' 30 2 — 2' X 10" 2' X 10' 10' 0' 0" 30 2 — 2' X 12' 2' X 12' 10' 0' Jf' ' 0' 40 2 — 2' X 10" 2' X 10' 10' 0' 10' 0' 40 2 — 2' X 12' 2' X 12' 10' 0' ?' 0' 40 2 — 2' X 8' & 2 — 2' X 6' BOX 2" X 12' & 2' X 8' IP' 0' 8' 0' 30 2 — 2' X 12' 2" X 12' 1P' 0' 10' 0' 30 2 — 2' X 8' & 2 — 2' X 6' BOX 2' X 12' & 2' X 8" 1P' 0' 1P' 0' 30 2 — 2' X 10' & 2 — 2' X 6" BOX 2" X 12" & 2' X 8" 1P' 0' 8' 0' 40 2 — 2' X 8' & 2 — 2' X 6' BOX 2' X 12' & 2' X 8" J P' 0',10' 0' 40 2 — 2' X 10' & 2 — 2' X 6' BOX 2' X 12" & 2' X 8' J?'0'1?'0" 40 2-2"X10'&2-2'X6'BOX 2--2'X12" 14' 0' 8' 0' 30 2 — 2' X 10' & 2 — 2' X 6' BOX 2" X 12& 2' X 10" 14' 0" 10' 0' 30 2 — 2' X 10' & 2 — 2' X 6' BOX 2' X 12' & 2' X 10" 14' 0' 1P' 0' 30 2 — 2' X 12" & 2 — 2' X 6' BOX 2 -- 2' X 12' 14' 0' 8' 0' 40 2 — 2' X 10' & 2 — 2' X 6' BOX 2 -- 2' X 12' 14'0'10'0' 40 2-2"X12'&2-2'X6"BOX 2--2'X12"DF—L#1 14' 0'1?' 0' 40 2-2'X12'&2-2'X6'BOX DF—L#i 2 — 2" X 12' DF—L #1 16' 0° 8' 0' 30 2 — 2' X 12' DF—L S. STRUCT. 2' X 12' DF—L S. STRUCT. 16'0'10'0' 30 2-2'X12'&2-2"X6'BOX 2--2"X12' 16' 0" l?' 0' 30 2 — 2' X 12' & 2 — 2' X 6' BOX DF—L #1 2 -- 2' X 12' DF—L S.S. 16' 0' 8' 0' 40 2 — 2' X 12' & 2 — 2" X 6" BOX 2 -- 2" X 12" DF—L #1 16' 0" 10' 0' 40 2-2'X12'&2-2'X6'BOX DF—LS.S 2 -- 2' X 12' DF—L S.S. 16' 0" 1?' 0' 40 4 — 2' X 12' & 2 — 2' X 6' BOX DF—L S.S 2 — 2' X 12' DF—L S.S. NO ING DETAIL 4, VIBRA ❑1 - P. AS SIZED PER SCHEDULE ❑NCRETE TO ❑BTAIN 0 i+) SQ ARE OR R'UND FOOTING DETAIL N,T.S. EXPIRES 12/29/09 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE & FOOTING DRAWNBY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.17 NOTES FOR CONNECTI❑N DETAIL ©MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 ❑VERHANG EAVE PURLIN S4 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT, SS WOOD POST, SEE POST/FOOTING SCHEDULE. 0 2' X 6' OR 2' X 8' JACK RAFTER NAIL TO SIDE OF TRUSS TOP CHORD 02 - 10d NAILS @ 6' O. C. 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 02' X 6' OR 2' X 8' EAVE GIRT tE) e ES IN CO �i �C'St�@� FTMI: SEAL rs NOT f CD.o PUITEo x iur `k THE usE•ORRs, ROouCnoNOF THE PLAN OR SLUBPFVIT MAY BEAN INFTNGFMENT OF THE �►' } FFD. CCPYPIGH r ACT. COPYRIGHT PROTECTION TO REPORT COPYRIGHT CALL 7Q• 1-800-71 $25 REWARD AN ACTU 4,1 I N F' +6T EXPIRES 12/29/09 EAVE OVERHANG DETAIL N.T.S. SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN BY DATE WAMBEKE —16-05 APPROVED SCALE NTS SSI.17 1REV. TRUSS BLOCKING PURLIN GABLE TRUSS TOP GIRT CENTER COLUMN OVERHANG @ EAVE N.T.S. 12" TO 24' EAVE OVERHANG TOP GIRT SIZE: 30 PSF 40 PSF 50 PSF 10' BAYS 2" X 8" 2" X 10" 2" X 10" 112' BAYS i 2" X 10" 2" X 12" 2;'- 2" X 4' SUB FASCIA END COLUMN NOT TO BE co, C�� C`• ay IFTFIIs sEAL IS tsar .� PAINTED 1N 'FM)* Q TFI£ USE OR P'atRODUOTION • ,� �i.. 1NG PLAN OF 3LUEIPRNT ` BEAN VF:i,N3E1IENr OF �Yj! *. Y•: FtD. c;OPYRKi11T A COPYRIGHT PRO"LIr�_ y, J TO REPORT COPYRIGN CALL 1-800-735-6 'd $25 REWARD FOR AN ACTUAL COP, I �r INFRINGEMEN '9/4°9 '� q�D ACED I .. �� 12/29/09 SPOKANE STRUCTURES, INC. TRUSS — COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN BY DATE WAMBEKE I-16-05 APPROVED SCALE NTS SS1.17 !REV. 16d NAIL @ 10' 0,C. SIMPS❑N J❑IST HANGER VERT. MEMBER VERT, MEMBER 2' X 6' FULL WIDTH �5 1 8 1/2' SECTION A - A STANDARD RAFTER DETAILS FULL WIDTH 2' X 6' 8 1/2' 2' X 6' OR 2' X 8' PURLIN 2' X 8' 2' X 10' ❑ R 2' X 12' y ,l' VERTICAL MEMBERS - SEE CHART ��"/yg1 "��ii\''o`S SIMPS❑N J❑IST HANGER 2' X 6' OR 2' X 8' PURLIN -16d NAIL @ 10' ❑,C, 2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A 130X BEAM DETAILS TED TO R WHERE CHART 16d NAIL @ 10' ❑.C, 16d NAIL @ 10' ❑,C, 2' X 8' 2' X 10' ❑ R 2' X 12' ENDWALL RAFTER - SEE CHART SECTION A - A STANDARD ENDWALL RAFTER DETAILS EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM CONNECTIONS DRAWN BY WAMBEKE DATE 1-16-05 SSI.18 REV. APPROVED SCALE NTS MAIN BUILDING POST TWO 5/8"0 M. BOLTS THRU POST STEEL POST ATTACHMENT BRACKET NOTCH 2" X 10" `—LEAN—TO 2" X 10" 2" X 10" TO SEAT IN BRACKET 5/8'0 M. BOLT THRU RAFTER R 5" RA MSR 2 ,250f —1,8E — 12' BAYS MSR 1,950E-1.7E — 10' BAYS TWO 2" X 4" S❑LID FILLERS 4 — 30d NAILS 6" X 6" P. T. j/ LEAN—TO POST / 10 GA, HRS STEEL SIDES co 1 1/8" 1/4" X 3" X 6 1/4" STEEL BOTTOM PL SPOKANE POST FRAME, INC. LEAN—TO BEAM ATTACHMENT TO MAIN BUILDING POST — 30 Sc 40 PSF LIVE LOAD DATE 1-16-05 SCALE NTS SPF1.19 REV. 2" X 6"/2" X 8" EAV E GIRT 10'-0" WALLS -00 TRUSSES 2" X 4" TOP PLATE 2" X 4" VERTICAL STUD 2" X 4" P. T. PLATE STUD WALL FOR POST f-CONCRETE FLOOR , Tr/�C p 4'�_ gF �.�\ j" IFTa S SEAL IS NOT / k - ' PRMIn0 IN'FZ:S• THE US.:N PIW RODUGTION — THK .L.P.^ :a'. 5LU8PRNT MA BE AN ,NFFINGt1 4T OF THE' FED. COPYRIGHT ACT. COPYRIGHT PROTECT;' TO REPORT COPYRIGHT VIOLAT 1 CALL O 1-800-735-534T S25 REWARD FOR REPORTING AN ACTUAL COPYRIGHT *QC j�9 INFRINGEMENT0 47 `L' ` V "DINGS WAMBEKE ENGINEERING Coed Daniel Wambeke, P. E. 2pol nA3 East� 99223 Te6 509-443-8188 foe 509-448-5582 rmaB dvombekeOmen.00m STUD FRAME WALLS FOR POST FRAME BUILDING CONSTRUCTION SPOKANE STRUCTURESIITC. 510 N. MULLAN ROAD SPOKANE VALLEY, WASHINGTON 99206 DRAWN BY DATE WAMBEKE 8-01 —07 APPROVED CCU! NTS SSI.STUD WALL2 REV. 2" X 6"/2" X 8" % /-TRUSSES EAVE GIRT 0 2" X 6" TOP PLATE ."-2” X 6" BLOCKING (4 MID HEIGHT FOR WALLS TALLER THAN 10'-0" 2" X 6" VERTICAL STUDS © 16" OR 24" 0. C. 2" X 6" P. T. PLATE CONCRETE 'F qS , ML 3'F.v,VCTION OF TN',i 'i _". 3,LU9PRHT MAY BE Aea .h: c:.:!!OE\9FNT OF TF1i .�L• :�wu•FIIGNT6C7: * COPYRIGHT PROTECTI CALL 1-80D-735-6347 O $25 REWARD FOR REPORTIN T 0 AN ACTUAL COPYRIGHT INFRINGEMENT OLA le \01\1AL G1SE EXPIRES IL19,41 STUD WALL FOR POST FRAME BUILDINGS WAMBEKE ENGINEERING Daniel Wambeke, P. E. �3 WAt ' 992 Court3 Tel 509-443-6186 Fax 509-448-6582 e—mail d.anbelmOmsn.com STUD FRAME WALLS FOR POST FRAME BUILDING CONSTRUCTION SPOKANE STRUCTURES, INC. 510 N. MULLAN ROAD SPOKANE VALLEY, WASHINGTON 99206 TO REPORT COPYRIGHT VI DRAWN SY WAMBEKE DATE 8-01-07 APPROVED SCJI F NTS SSI.STUD WALL REV. 8', 10' OR 12' POST SPACING 8', �G 10' OR 12' PDST)SPAd ,f? OC 11 WALL SECTION SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING METAL ROOFING OVER METAL BUILDING INSULATION 2' X 6' OR 2' X 8' PURLINS @ 24' ❑,C. MANUFACTURED TRUSSES CD r 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. NAIL BLACKING TO POSTS W/ (6) 16d NAILS. 2' X 6' OR 2' X 8' GIRTS @ 24' ❑,C. TOENAIL TO POSTS AND BLOCKING W/ (3) 16d NAILS. ®1 METAL SIDING, PRESSURE TREATED 2' X 6' OR 2' X 8' BASE GIRT PRESSURE TREATED 2' X 4' BASE GIRT. WALL FRAMING PLAN 4' THICK CONCRETE SLAB. CONCRETE POST FOOTING PRESSURE TREATED POST NOTES: AI/ EXPIRES CI-- 1. BUILDING SPECIFICATIONS ON BASIC POST FRAME BUILDING PLANS APPLY TO THIS ADDENDUM. 2. 2' X 8' GIRTS MAY BE SUBSTITUTED FOR 2' X 6' GIRTS 400 TO OBTAIN THE DESIRED WALL THICKNESS, BUT ARE NOT .. , REQUIRED FOR STRUCTURAL INTEGRITY. 2' X 6' OR 2' X 8' STAGGERED BLOCKING @ M AN OF GIRTS. END NAIL TO GIRTS W/ (2) 16d NAI 0,0 2 X 6 DR 2 X 8 WINDOW SILL 2 X 6 OR 2 X 8 BLOCKING BELOW EACH SIDE WINDOW 2 X 6 CEILING JOISTS - INSTALL WITH JOISTkHANGERS - ❑PTIONAL fAwy WAMBEKE ENGINEERING Daniel Wartbeke, P. E. 2S;okene`VA=`99223` Tel, 509-443-6186 Fox. 509-44B-6589 a -nob d.onbrkeensncon COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS SPOKANE STRUCTURES, INC. 510 NORTH MULLAN ROAD SPOKANE` WASHINGTON 99206 DRAWN BY DATE DRAWING N0, SSI.00141I REV. VANBEXC 2005 SCALE. U.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 .r,-,0V-Vailey REVIEWED FOR CQ6E COMPLIANCE SPOKANE VALLEY $UFLDIVG DR/ISION i AA_