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2010, 03-03 Permit App: 09003990 Storage Shop Project Number: 09003990 Inv: 1 Application Date: 3/3/2010 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 1750 SQFT POLE BLDG Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C-S-Z: SPOKANE,WA 99206 Setbacks:Front Left: Right: Rear: Phone: (509)927-0655 Group Name: Project Name: Site Information: Plat Key: Name: MEIDINGER ADD District: East Parcel Number: 45143.3402 Block: Lot: SiteAddress: 14404 E VALLEYWAY AVE Owner:Name: DOMINI JR,ROGER WILLIAM Address: 14404 E VALLEYWAY AVE Location::CSV SPOKANE,WA 99216-2000 Zoning: R-3 SF Res District Water District: 010 VERA Hold: ❑ Area: 17,496 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: , ;; ., y...J,1,a. Mk...,, 04, Review Building Plan Review Released By: Originally Released: 3/2/2010 By: tmelbourn Landuse/Zoning/HE Conditions Released By: No more accessory buildings allowed on site. This site meets the 10%threshold. Originally Released: 3/3/2010 By: tschmidt Permits: - a. ,.,.n , ........ ...,..., .. Operator: JD Printed By: jmm Print Date: 3/3/2010 Project Number: 09003990 Inv: 1 Application Date: 3/3/2010 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit 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 1,750 $33,250.00 1,750 $33,250.00 Totals: 1,750 $33,250.00 1,750 $33,250.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $482.15 ACCESSORY PLANS REVIEW 1 SELECT $120.54 WSBCC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $607.19 After this shop is built,no more accessory buildings allowed on site. This site meets the 10%threshold. Payment Summary: , m Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $607.19 $607.19 $112.96 $494.23 $607.19 $607.19 $112.96 $494.23 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: 3/3/2010 .,, Permit Center Scmof�T% 11703E Sprague Ave, Suite B-3 PERMIT NUMBER: pohalle Spokane Valley,WA 99206 PERMIT FEE: Valleyu (509)688-0036 FAX: (509)688-0037 w.ww.spokanevallev.orq Community Development Residential Construction New Construction Accessory Bldg Permit Application Addition/Remodel 7 Deck Other: SITE ADDRESS: /11 VO it E Via-LL y ki/4-y 464f-we- V -LL ff2(... ASSESSORS PARCEL NO: 4 5) ii 3• 3 40 Z LEGAL DESCRIPTION: Building Owner: Contractor: Name:ILD _e O/l 1 N Name: SPOKANE STRUCTF34•ES, INC. Address: /y.vO I/ 6- , 1 j_`ev ki�v Address: 510 N. MULL AN ROAD City: DIC.. - V 4. �,,,,/ Stater r1 Zip:ffjf, City: SP(1KANF VAT,T.F.Y State: WA Zip:q q 7 n Phone: '"{`_� Fax: /+_ Phone: Fax: o20S `Sr.Z- -�- 2. S(19—A77-0655 U9-977-4067 Contractor Lic No: Exp Exp Date: Contact Person - City Businesss Lic No 2 6 0 G 1 /1 /08 Name:j444.4/0' L i ui S Phone: SO 9 ?2,1— 'L 5---s— Describe the scope of work in detail: Cost of Project: $23,005. '52— V o ST- C P4--r+` lc,1 L i.ve... Proposed Use: 5T E-,-6-6' s t+o P **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: , #OF STORIES: TOTAL HABITABLE SPACE: �xyO sea. ‘a/ la u /5-- Lam-' TE' MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNPIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: f AREA: FINISHED BASEMENT rE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: /75-0 PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: QE:12/1.90R SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: 2j. O DATE: 3 " ( —(O lECIE \\VE Method of Payment: D ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard#: VIN#:Expires: ''! p� EAR (': :Mu Authorized Signature: 1 REVISED 211507 oUDLD _ [v \`JA! Permit Center Scm ov 1170' E Sprague Ave, Suite B-3 PERMIT NUMBER: 7 3 IqJ pokane Spokane Valley,WA 99206 .Valley. (509)688-0036 FAX: (509)688-0037 PERMIT FEE: www.spokanevallev.org Community Development Residential Construction IAC, New Construction n Accessory Bldg Permit Application l Addition/Remodel Ti Deck Other: SITE ADDRESS: /L fIO q E V4LC.e y &Aye 41.44-w,E �' C-F y /44- � (2_1k. ASSESSORS PARCEL NO: 1/451 473, 3 Yoe- LEGAL DESCRIPTION: Building Owner: Contractor: Name: Name: ! 9 �`-E1Q, �/Jr Db/�21AI1 EPOK NE STRUCTUR-E , INC. Address:] p ov. va ywAt` Address: 510 N. MULLAN ROAD CitYp0G-_._ /) ,, State � Zip:gg2 City: State: GIA Zip: �.�& SP(�KANF. VAT.T.F.Y (4090, Phone: Phone: Fax: 0108' sfd - '/.2.? _C.1LL-• sing-P77-n6i55 509-977-4067 Contractor Lic No: Exp Date: Q POY TC I1 2 6 0 C 1 /1 /08 Contact Person City Business tic. o: Name: Si4-74)�' 4,E-(//Ls Phone: Describe the scope of work in detail: Cost of Project: $ � �`�°'�� 9057 EA4-/PWW' SZ n e -�-�- SS ,12 L e-AN T a Proposed Use: c-CD4-4 / Sgo P **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: o2a, t f0 X.YOK14 t✓ 11 L g 2ed-►Vrp l MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: / AREA: FINISHED BASEMENT GARAG Sf1. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: j s` Cl PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 5ccvff-2 The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: i? 0 4. DATE: / >.--/ l ✓ el Method of Payment: ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED il'5/07 SCITYo 11703 E Sprague Ave Suite B-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. ❑ 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 ❑ 22" X 30" attic access location ❑ 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 ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections • ❑ Foundation plan ❑ Insulation information rtli Spokane Structures Inc. No. U41 I r. q ', <---• \I A 1,10 Ong ---- t fie - -----� . Roger W.Domini Home on City,Sewer , Parcel#45143.3402 14404 EValieyway •. Spokane Valley WA, 99216 . Driveway ' • I , • t E0: x • LANNING DEPT. APPROVED • BY: T -�or, �- DATE: i . r D 10 - • .,r i Or - --- I I IL 1 RECEIVED CSV PERMIT CENTER 1 - - j16' MAR,0 i 2010 'i Proposed 40' x 40' x 16' Storage Shop I'411) o ji With Attached 1 )S` Roof Only I su� lit,l Project New project 0 ArNa,1• Previous pre app meeting 0 6 &cane Transmittal Plan revisions 0 City of Spokane Valley Transmittal Date: .00•01;Valle y Community Development Tuesday,December 15,2009 Department 11703 E.Sprague Ave,Suite B3 Spokane Valley,\VA 99206 Phone:509.688.0036 Site Address: 14404 E VALLEYWAY AVE Project Number: 09003990 Parcel Number: 45143.3402 Zoning: R-3 Water District: VERA Fire District: FD 01 Applicant: SPOKANE STRUCTURES Owner: DOMINI JR, ROGER WILLIAM 510 N MULLAN ST 14404 E VALLEYWAY AVE SPOKANE, WA 99206 SPOKANE, WA 99216-2000 (509) 927-0655 e-mail: e-mail: Contact: SPOKANE STRUCTURES Occupant: 510 N MULLAN ST e-mail: SPOKANE, WA 99206 (509) 927-0655 e-mail: Contractor: SPOKANE STRUCTURES INC Arch/Engineer: 510NMULLAN RD SPOKANE, WA 99206 (509) 927-0655 ,, e-mail: Project 1600 SOFT POLE BLDG Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION ; i SITE PLAN PLANE /U1 Please send all plan review and project comments via e-mail to the highlighted individuals. For City Use Only CITY PLUS Project Number Spökaiie Project Address 41000 allevy® 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. f ➢ 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 •w WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com December 13, 2009 Mr. Shane Lewis SPOKANE STRUCTURES, INC. 510 N. Mullin Road Spokane, WA 99206 SUBJECT: 40'X 40'X 16' POST FRAME BUILDING WITH 12'X 20'X 12'OPEN LEAN-TO ONE SIDE FOR ROGER DOMINI, 14404 E.VALLEYWAY., SPOKANE VALLEY,WA 99216 PARCEL#45143.3402 Dear Shane: Spokane Structures has sold this post frame building to Mr. Domini and you plan to erect it on his site in Spokane Valley, WA using the 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 posts are located @ 10'0"o. c. and the roof has 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 14' overhead door. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. 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. The left sidewall has a 3' pass door. 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. Please feel free to contact me if you have any additional questions about the design of this building. (tZ' 42(y)cf?refr /� Daniel Wambeke, P.E. W4 • • �of wAsy •6<<` s/ Enclosures p - .c DW:dw �� j` •r • �' ,�, 18067 Fc'' Eo ► •s"ONAL Cr' Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems OE ME111 TEMEMMEMEME iiiIIM EMMEMME EMMEN EMMEMEN 1.1. NEEEMm MEM MEM 1. MOM MEM illiiiiiiiiiiiI ��i� iii ii�ii i iii o�� :�C�� i � i �� i �� EH ��eI�ii �em��., � ��ii iiii�i�ii1��1� Imam GCT■■■ :n G�:::::'C=::::T.C:::S.9iG" III�CI=IB�'111CN NI �N! eiiiiliL1 N.. • �,�•.Ie�3SEEME p...11111 MEMEMEMEMENni�I rIIHII�INN�"�� IIIii!iUhIi!O!!!!i!IPJIjh!IIIIIIIINOI1IOhIHIIIIHIOHlOIIOiI EM m...... �u... „,.....r MUMMER. imillie 11 1 MOM EMMEEMME 1111111111111111 i Illiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 11111111 11114.111111111111 11 I 11111:1:1111111111111111111 II! WM 11 11 1 mminommommil III! m no WI salliiiiiiiiii :111811111111111 • Milli fil II himp I I 1 i i 1 i MEM MIESM:1 M FE MEMEEMEMEMEM., .......mi MUMS !III 111 1iiiIII wimps EMMEMEMEMME MEMO 1M MEMEM 11111. 1111111 M111111111 mrippplaiti 11111111" 111111111111 IIII Ern mummummu 011immali mous plan mmill"mi 1111"11 I ii im 111111111 111111 Alla 21111101111 II � 11 �N1 11 Min 1 11 aillm �y• immummummummummlumommor M ME Al MIRE 1M. M l "MEM 1 on �iMEM MO. AMMEMM 11 11.11 ■ JI - ��1 1111111114 M MIMMEIMMEEMEM ■iiiiiGEiiai �Giri IIIIIIIIIikiuiiiuu.uii.iiuiu....uIrill"! n nonnumnnaninnns mIIIIIIIIIIII iu',�3nJ%rIIIIIIIiIII wiiwoMo�Mo �ssm � MIMI 1111111 11111111 1111 III I 4°1°61 Sill 1 1111 I 'Mir MEI! I III 1:oM��aul Oiiiiii■nl irin� innon EmaaoMMEMMEMCMEm�tic�urrMou MEMEMEMEME 11111MEMEMMEMEM �•: � .:�.....� � ' B 6 g m.�.....M1 III 1111 1111 �e.� 3..........' .. . . ........ ............ �_�.�'�CC�.�- � � = _ _................'.11111 �..�-_�� 11 ==L'.�' Z::.9� - - 0(100 Owner's name Bill Domini Hm.Phone Cell-208-512-4222 Wk,Phone `"' Job address 14404 E. Valleyway city Spokane Valley State, , WA Zip 99216 Mailing Address Same city If ./ State //' " Zip " " LEGAL INFORMATION DIRECTIONS TO JOB Parcel No. 45143.3402 See Attached This Contract subfiect to obtaining permit.Modificatiore to site plan or building configuration may be necessary. _ -- — . *Permits will be handled In Spokane Valley County BY , Spokane Structures inc. Framng Type: Commercial Commenced on or about tTie week o : On Owners Go Ahead, Probably Spring Time ___� I _ I I i 1 it '441111111111111111111111111 ii _ 11111 11111111111 16' ■■■■■■!■ ■■milm■ momm ■ ■ ■■■■ ■■■ m■ i ■ mu■mmomm rr■mmom■ri■■■■■ ■■■ OWINIM■EnMln■■n■ •*w■■• U • 40' 40' 1111111111IIIIIIIIIIIIIiIIIiiSIDE WALL GABLE i I Notes I • ( I I Clad Shed Eye Brow on back of Lean-To I I1!1iiI_iiJI11111l1!1I1.J!I! Owner to rollh stake building oul- l ■■ ommono■■■■■ once to oin ma be sent by vendors Weather and material delays are unforeseeable,therefore schedules.are subject to change. Site Preparation and Concrete Floors CAUTION: Concrete floors may crack In the Pacific Northwest for any number of reasons.Therefore, we will not be responsible for cracks in concrete floors. However, we do take every precaution to prevent this from happening and we use material from reputable companies. Also, Imperfection in surface level Is unavoidable and therefore not guaranteed.Yards of concrete that exceed amount allotted,due to the owner handling their own site prep, will be billed to the homeowner.If a floor pour Is called off,after the concrete finisher is on site,due to the homeowners site prep,the homeowner will be billed for trip charge of a minimum of $500 and a maximum of$1250 depending on the severity of delay. Post holes are dug with an auger. If Spokane Structures, Inc. has to iarirhammer.dramnnfl drill or hiaet.the homeowner mitt nay for ractg than Inrrridp PnirinmPnt_marrrial and laher. Notice to Cure RCW CHAPTER 64,50 Contains Important requirements you must follow before you may file a lawsuit for defective construction against the seller or builder of your home.Forty-five days before you file your lawsuit,you must deliver to the seller or builder a written notice of any construction conditions you allege are defective and provide your seller or builder the opportunity to make an offer to repair or your seller or bulkier the opportunity to make an offer to repair or pay for the defects.You are not obligated to accept any offer made by the builder or seller,There are strict deadlines and procedures under state law, and failure to follow them may affect your ability to file a lawsuit. Notice to Customer SPOKANE STRUCTURES,INC.Is registered with State of Washington,registration no, SPOkAS112606,as a general contractor and has posted with the State a bond of$12,000 for the purpose of satisfying claims against the contractor for negligent or improper work or breath of contract In the conduct of the contractor's business.The expiration date of this contractor's registration Is February4th,2010.This bond may not be sufficient to Cover a claim which might arise from the work 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 to pay valid claims up to$12,000 that you and other customers,suppliers,subcontractors,or taxing authorities may have.You may withhold a contractually defined percentage of your construction contract as retalnage for a stated period of time to provide protection to you and help insure that your project will be completed 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 contractor or subcontractor is not paid,your property may be llened to force payment and you could pay twice for the Same Work. For additional protection you may request the contractor to provide you with original lien Release'documents from each supplier or sub contractor at your project. The contractor is required to provide you with further information about lien release documents If you request it.General information is also available from the Department of Labor&Industries. NOTE:Some things are unforeseeable in any building project.All contract figures are based upon the building site being accessible throughout the entire project and normal digging being possible.Any expenses incurred to overcome problems,whether underground or Weather-caused,are the sole responsibility of the homeowner unless otherwise stated on this contract, Page 2 of 2 • Dec. 7 2009 12: 10PM Spokane Structures Inc. No. 0411 P. 4 • net , Roger'W.Domini Home on City,Sewer Parcel#45143.3402 14404 B Valleyway Spokane Valley WA, 99216 Driveway ' • f • k aq x o w tor 410 !4 rz- goy 4 S' 116' Proposed 40' x 40' x 16' Storage Shop With Attached 12'x 20' Roof Only SPOKANE STRUCTURES, INC. 510 NORTH MULLAN 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' 40 PSF ROOF LIVE (SNOW) LOAD, 85>- : �:- 'EED, SEISMIC DESIGN CATEGORY C NOT to F CpAL, � m elo 4"4 PfiNTED op /tip Drawing Index: p � �"'°°"""° ,� 1 of 18 PLAN VIEW c, OEN,wFR»«,:,•"T OF 1-25-10 2 of 18 ROOF FRAMING PLAN colorfr Act 06 COPYRIGHT PRO T1 * * ` 1-25-10 3 of 18 BUILDING SECTION A-A To REPORT COPY GHT VIOLATIONS 1-25-10 4 of 18 DETAIL 1—TRUSS/COLUMN I-800Ci35•634T It. Ro FN REP CONNECTION,PURLIN S ``. �2 O5AN EACTUAI(COPYRIGHT N6 �ti` 1-25-10 5 of 18 DETAIL 2—KNEE BRACE 9 INFRINGEMENT 4 1-25-10 6 of 19 SPECIFICATIONS &FOUNDATION cel 9FPy �y '\`�` 1-25-10 7 of 18 POST/FOOTING SCHEDULE 12'—30' !" 0 fCED IN � P� 1-25-10 7 of 18 POST/FOOTING SCHEDULE 36' & 40' SP _ 1-25-10 7 of 18 POST/FOOTING SCHEDULE 48' & 50' SPANS 1-25-10 7 of 18 POST/FOOTING SCHEDULE 54' & 60' SPANS 1-25-10 10 of 18 ENDWALL FRAMING PLANS & CONNECTIONS 1-25-10 11 of 18 OPTIONAL ENDWALL FRAMING 1-25-10 12 of 18 OPTIONAL ENDWALL FRAMING 1-25-10 13 of 18 SIDEWALL FRAMING 1-25-10 14 of 18 TRUSS BRACING &POST LAMINATIONS 1-25-10 15 of 18 TRUSS WEB BRACING 1-25-10 16 of 18 LEAN-TO FRAMING PLANS 1-25-10 17 of 18 LEAN-TO BEAM SCHEDULE &FOOTING 1-25-10 18 of 18 LEAN-TO BEAM CONNECTIONS 1-25-10 THE ATTACHED DRAWINGS DESCRIBED BY THE ABOVE INDEX ARE BEING SUBMITTED UNDER MY PROFESSIONAL ENGINEER S - ' HE STATE OF WASHINGTON ',L W ti)ofwAS,, _z D 15 4, 18067 , ENGINEER: DANIEL WAMBEKE,P.E.,2' ��i :li�i i•�;.' POKANE,WA 99223 PHONE: 509/443-6186 FAX: 509-448-6582,dw• . - $ NOTES FOR FLOOR PLAN �1 INTERI❑R FRAME WOOD POSTS, POST SCHEDULE. 0 GABLE WALL POSTS - I1SPAN 6' X 6' TYPICAL i "w DOOR POSTS - 4' X 6' TYPICAL N /� F❑❑TING DIMENSI❑NS - w A V B = 1'-8'; D = 3'-0' (.4 A MAXIMUM POST SPACING 12' 0' /o.) /ti n � o �D❑UBLE TRUSSES E © PURLINS @ 24' O.C., BEARING OR Q $o 4 W 40 LJ HANGERS (TYPICAL) :1 o JJ -I1 a_ W a- > 2 �' ��RES, 1Nc :o > `0 J v``, W �.Q.�C' to 10 it eOp), Zo �S o x LL o x o x o �5�� sM O'°tW /F��C 'S P oa /14 Crl W W tie �c ccar�°Hr"cry+. ^' M D J NV) D COPYRIGHT ROTEC'fi '* Q nnWiRLE TRUSSES * iu REpORi COPCYA`�H7 VIOLATIONS /N V /0 h_! / v 21 --i- ....,A, 1.800 tRs BREPORTING ›- #.-- z '.--- z >- Z(l i s $25ANEAC7UAL OCOPYRIGNI cv� J > -J F- t r J A 3 INFRINGEMENT ''t h CZ 011 W 44°' ~ �i D Li Q ��q�9Fp900 UC E D �� c*Q�� • g *ese • 'i it'.5(44 c. X p • X •O 00 e' • N X -� • v N N o Cu � -' CLJ O W (91 W 180-7 W 4 S /Erns _ Cyt > > V) mNi S1ONAL # SINGLE TRUSS I� rg EXPIRES 1 2/29/09 PLAN VIEW N.T.S. SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW DRAWN BY DATE REV. VAMBEKE 1-16-05 APPROVED SCALE S$I.01 NTS r12'-0" TO 60'-0" e e - - - - - - \ ODD COLUMNS , -------------,4 LE itc 0 oc;\', \S NOT Tp E COA O � niEL�sEaR�1OF D .y ''' THIS PLAN OR BWMMENT MAY BE AN INFRINGEMENT OF ml FE.CCPYPI ACT COPYRIGHT PROTECT10N IC REPORT COPCY/R1 HT VIOLATIONS t-800-735-6347 /-._ o $25 REWARD fOR REPORi1NG - - - 0 AN ►NiRINGEMENiiGNT�� 8 -C'qp y _J J ` �RFp��S D, IN• Q�• , !1,4� 8ust . Cl_ S sILIr a 0 'iA 0oa .26 ox X 44,, 4%030.7s9 a `r/oNAL CU CU LA UJ EXPIRES 12/29/09 V) V a - - - - - Ill SPOKANE STRUCTURES, INC. ROOF FRAMING PLAN POST FRAME BUILDINGS05 , 12' TO 60' SPANS VAMBEKE ROOF FRAMI1-16-NG PLAN DRAWN BY DATE REV. APPROVED SCALE SSI.02 NTS SEE DETAIL 1 SEE yo00 DE'AIL 4 �� `' , 00A111111k .4.- a 411114\ 1%1,4 . , 1 •5 ® OTT( 11:TcoPHTv101* �U PFETSSBY ❑THERS bspowry way OR S3 TIONS T.t. 0 v S4 CONCRETE FOOTING, SEE SCHEDULE SEE 1-800-735-6347 Li (� ODETAIL T $25 REWARD FOR REPORTING I SS EXTEND POST TO TOP OF PURLIN 2 I X09 A" INfRINGEMENTI6NT ' 'Is, LJ ROOF FASTENED TO PURLINS WITH C/,9 9Fp9 4%k. • ,�.� WALLS FASTEN❑EDDTOST TEKS. r, 1 ` ' F0"ACED 1N �,�P�� A ., �0% GIRTS WITH 1' LONG : S.\x' NOT RES, To9NC Co io S3..:k• THE USE gtp@pOpucfla+OF 4 . PURLIN CONNECTION METHODS �` Oa A). PURLINS MAY BE HUNG -' - *ACE OFF THE TRUSS TOP CHORD PURL.rN Cr * To ROORRIT P RPROT VECTIddOHS FACES W/ STANDARD 1T"LW INft-800-735-83 7 >- SIMPSON J❑IST HANGERS ;(--710A/ ❑R EQUAL. $25 REWARD FOR REPORTING .„(..‘a AH ACTUAL EHT COPYRIGHT ,%\ B) BUPUTTED AND NAILED LINS MAY BE ® i�!9, 0��~�� W/(2) 16d NAILS �� // ► 9,�'A am, IN P, ,,,<c, INT❑ EACH PURLIN, 4/% FQ• OF O. PURLINS MAY BE �� . LAPPED AND NAILED ir .44:\,:.111iLIN W/(3) 16dNAILS. AT ON�CCTlON ON CONNECTION METHODS 12• 'B' AND 'C', TOENAIL ®/'/ NOTES FOR C❑NNECTI❑N DETAIL BACK SIDE OF PURLIN .� S1 TRUSS TOP CHORDS W/(1) 16d NAIL INT❑ I �PUR(IN � TRUSS DESIGN BY TRUSS MANUFACTURER EACH TOP CHORD MEMBER Mf'NO�TE:CTI S2 PURLIN SUPPORT STRUT 2' X '4' X FULL 6) ® ,/# C ONDEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS kli f, ® S3 NAIL STRUT TO TOP CHORD W/(3) 16d A.,„,,, ® 0 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. 1 • , 42i'' SS WOOD POST, SEE P❑ST/FO❑TING SCHEDULE, '.4 4§15 0 4 - 40d GALV, NAILS IN PRE-DRILLED HOLES OR 3/4'0 MACHINE BOLT 0 S❑LID BLOCKING AT C❑NNECTI❑N POINTS. ® S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 0 2' X 6' OR 2' X 8' TOP GIRT 0 4 - 16d NAILS OR 3/4'0 M. BOLT L LW ' , ,„, �ir SPOKANE STRUCTURES, INC. DETAIL 1 - TRUSS COLUMNO POST Iso 4 TRUSS-COLUMN RAME (LDINGS, 12'CONNECTION TO 60' SPANS CONNECTION , PURLIN SUPPORT 44:5,.4404449 e w EKE 1 16 05 REV. NJ.S, APPROVED SCALE SSI.04 EXPIRES 12/29/09 NTS NOTES FOR DETAIL 2- KNEEBRACE 401111111111 I S1 TRUSS TOP CHORD, DESIGN BY OTHERS A 0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS •/ 2-1/2' °° �� 2' X 6' DF-L #2 EACH SIDE Z$'/'' S4 S3 WOOD POST, SEE POST/F❑❑TING SCHEDULE 2,' SS 4 - 16d GALV. NAILS, EACH SIDE I— 1). KNEE BRACE REQUIRED WHERE L7 SHOWN ON POST/F❑❑TING SCHEDULE. � // b o in tg f Op° ° 11/24s,c.�� vi n COP/'94, 1�j, -dr O',`��S mausson T1O"OF O y� � a * 1'It4*' 4. t"a xx+a+ait�M hUv `� � , -.AA COpYRIGFiT PROTECTIO�1 A S5 �/ 3' 10 REPO>ti COPYHiGNT WOU11pNS O DE TA I L 2 -- K N E E B R A T _ $25 Bdag2C FO-HREPORS{NG i s,0 �8�67� AN lNFRINGEMENIIGNT�� s aOC � MTS. �.a ,0 NAL -., 4,��rEO �� 4 P�� EXPIRES 12/29/09 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN & TRUSS WAMB DRAVNEKE HY DATE1-16-05 REV. APPROVED SCALE SSI.05 NTS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006) AND ALL STATE & LOCAL BUILDING NOTES FOR F❑❑TING DETAIL 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, ® TREATED POSTS AS SIZED PER SCHEDULE EXPOSURE B & SEISMIC DESIGN CATEGORY C. ► VIBRATE OR ROD CONCRETE TO OBTAIN DESIGN LOADS — ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF* FULL BEARING CEILING LL = 0 PSF CEILING DL = 1 PSF * ROOF DL ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION. @ UNDISTURBED S❑IL * MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF • MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, SILTY GRAVEL OR CLAYEY GRAVEL SOILS OR BETTER PER IBC TABLE 1804.2. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. 'I,, %/CONCRETE — MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACKs 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 1— GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE ZINC COATED HOT—DIP 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, MN FULL DIMENSION AND GRADED BY WWPA GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. METAL FOOTING DETAIL 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 N.T.S. FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKET ' ,VURES, !NC OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND c.;\ `\S 401 TO 9 GOA ltL NO FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. �, c�\ PTHlSSE..,LS NCO f"0,,`9 � �,°F I r't. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE C• / Q D P""'�°�'l°' "e`' �<' .� ' WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DET 1 ' D TMG O"`0L TTMIX �/A ► �� BY ASTM A1557, METHOD D. `ID seA"i'F' MEN*OFTO !�- �.covv"wrt ACT. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER ' GISTELL I ,yR� T PROTECTION o TO PRACTICE IN THE STATE OF WASHINGTON. * To REPORT COPYRIGHT VIOLATIONS* *, .pyla ti TRUSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF 1-800-135-b347 s`r NAL C1 TOP CHORD DEAD LOAD = 5 PSF o $zs REWARD FOR REPORTING ID • AN ACTUAL COPYRIGHT BOTTOM CHORD DEAD LOAD = 1 PSF .9 INFRINGEMENT N��4: EXPIRES 12/29/09 le •'9F0 U SF��.144OF -"OKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SPECIFICATIONS & FOUNDATION - IBC 2006 DREV, VAMBEKEDRAVNDY r-16-05ATE APPROVED SCALE SSI.06 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 -08 -06" X6 21" 3 -0NO 0.27 10'-0" 10'-0" 6" X 6" 21" 3'-0" NO 0.27 10'-0" 12'-0" 6" X 6" 21" 3'-0" NO 0.27 10'-0" 14'-0" 6" X 6" W/2" X 6" 22" 3'-0" NO 0.30 , 10'-0" 16'-0" 6" X 8" 223'-0" NO 0.30 �)GTIlRES, !N 10 -018 -06" X 8" W/2" X 6" 22" 3 -0NO 0.30 dcSEy. � TNS 81 c4'O` 10'-0" 20'-0" 6" X 10" 22" 3'-3" NO 0.32 S "' '`'�' o,, �� 10'-0" 22'-0" 6" X 10" W2" X 6" 22" 3'-8" " • NO 0.35 semi ,_ me Pun ca EtturPorr Kw '� cormern 10'-0" 24'-0" 6" X 10" W/2" X 6" 22" 4'-0" NO 0. * Tt AfPITPYRICFIT PROTECTION ORT COPYRIC,NT YIOEAS10NS 12-0" 8'-0" 6" X 6" 24" 3'-0" NO 0.35 0 aooCias.634r >. 12-0" . n 6" 6" 24" . n jO�S25 SAN ACTUAL COPYRIORTING 10-0X 3 -0NO 0.35 CTUA OEtulENT �, 12-0" 12'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 0.35 �1!9`;'9g i%\4& 12-0" 14'-0" 6" X 6" W/2" X 6" 24"1 3'-0" NO 0.35 qFC cF 0 I N PM P\�� 12-0" 16'-0" 6" X 8" W/2" X 6" 24" 3%0" NO 0.35 , _E f___L a12-0" 18'-0" 6" X 8" W/2" X 6" 24" 3'-2" NO 0.37 \$1' N 12'-0" 20'-0" 6" X 10" W/2" X 6" 24" 3'-6" NO 0.41 ' �� °��'�`% 12'-0" 22'-0" 6" X 10" W/2" X 6" 24" 3'-9" NO 0.44 , to i 12'-0" 24'-0" 6" X 12" W/2" X 6" 24" 4'-1" YES 0.48 � �� "� e. -� NOTE: ssloIaoNa �� 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 EXPIRES 12/29/09 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. SPOKANE STRUCTURES, INC. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT POST FRAME BUILDINGS CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING POST FOOTING SCHEDULE — 12' TO 24' SPANS DEPTH X 4". DRAWN BY DATE REV. WAMBEKE 1-16-05 APPROVED SEALE SSI.07A 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 VOLUME, YD3 10'-0" 8'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 10'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 14'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 0.35 10 -0 161-0" 6" X 8" 24" 3'-0" NO 0.35 �,5;��. \s Nat /O BF CpA Cc S`� sr+s s NOT �'Q°1',p 10'-0" 18'-0" 6" X 8" W/2" X 6" 24" 3'-0" NO 0. %�'�S P 11 14 ,� %•,,� T.eweeAsmrpooucnoNos O Gy 10'-0" 20'-0" 6" X 10" 24" 3'-2" NO 0 4,% ,r,� :,MAY FM CorrggHrt ACT 10'-0" 22'-0" 6" X 10" W/2" X 6" 24" 3'-6" NO s ' 1. To,REAR,'COPYRIGHT P fl ROTECTGHT VIOLATIONS O .* 10%0" 24'-0" 6" X 12" 24" 3'-10" NO 0 CALL 12-0" 8'-0" `+" 6" 26" 3'-0" NO O.` O CZ 25 I ACTUAL FO COPYRIGHT TING ~ V X A I ACTUAL .. r r. . .r i�,99F INFRINGEMENT ��'S. 12-0" 10�-0" 6"„ X 6” 26"rr 3'-0" NO 0.4 q� '�o ,� ��ti 12-0" 12�-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 'gip9/SF I‘NOF PJ' 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 0.411�1' 12-0" 18'-0" 6" X 10" 26" 3'-0" NO 0.41 �/,��F ,•�es�j � �i $tt / 12-0" 20'-0" 6" X 10" W/2" X 6" 26" 3'-3" NO 0.45 �% 12-0" 22'-0" 6" X 12" 27" 3'-6" NO 0.48 76 ' • 12-0" 24'-0" 6" X 12" W/2" X 6" 27" 3'-8" YES 0.50 ` ssIONALcf NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 30' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT nRAVN BY DATE REV, CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16—OS SSLO7B DEPTH X 4". APPRDVED scALE NTS POST/FOOTING SCHEDULE 36' SPANS, 30 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" 26" 3'-0" NO 0.41 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 ' 10 -0" 121-0" 6" 6" W/2" 6" 26" ' X X 3 -0" NO 0.41 ��IURES, �N 10'-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 cSw.s NOT To f 0 10'-0" 16'-0" 6" X 8" 26" 3'-0" NO 0. , y SSS '1. ,N;� C°�°i`�iG, / 4 t .4€UBs a t@jloOUCT CN OF O y 10'-0" 18'-0" 6" X 8'W/2" X 6" 26" 3'-0" NO 0.(�; SE AN LA ° �,Av -'� �. . .. 6" 10" 26" . .. fEQ COPYRIQ1fi ACL 10 -0 20 -0 X 3 -0NO 01 1* CC PYRIGHT PROTECTION 10'-0" 22'-0" 6" X 10" W/2" X 6" 26" 3'-3" NO 0.''2 TO REPORT COPCYA iGHT VIOLATIONS /� �/ p a. 1-800-735-6347 Y 10'-0" 24'-0" 6" X 10" W/2" X 6" 26" 3'-8" YES 0.1; _O 25a EACTUALFOCOPYRIGHTING % 12-0" 8'-0" 6" X 6" 28" 31-0" NO 0. - : 4 INFRINGEMENT 4��,`' 12-0" 10'-0" 6" X 6" 28" 3'-0" NO 0.48 9l Ape \k‘ Pl`Qv' 12-0" 12'-0 6 X 6 W/2" X 6" 28" 3 -0NO 0.48 p ' _tai 12-0" 14'-0" 6" X 8" 28" 3'-0" NO 0.48 12-0" 16'-0" 6" X 8" W/2" X 6" 28" 3'-0" NO 0.48 \V1W 12-0" 18'-0" 6" X 10" 28" 3'-0" NO 0.48 .�i,oF!far �` 6" 10" W/2" 6" 30" " 12-0" 20'-0" X X 3 -2 NO 0.58 's 4 •110 12-0" 22'-0" 6" X 12" 30" 31-6" NO 0.64 % 4Q807 12-0" 24'-0" 6" X 12" W/2" X 6" 30" 3'-9" NO 0.69 ssIONALi NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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"O X SPOKANE STRUCTURES, INC. 3'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE — 36' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" Sc FOOTING WAMBEKE 1-16-05 DEPTH X 4". APPROVED SCALE SSI.07C NTS POST/FOOTING SCHEDULE 40' SPANS, 30 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" 27' 3'-0" NO 0.44 10'-0" 10'-0" 6" X 6" 27" 3'-0" NO 0.44 10'-0" 12'-0" 6" X 6" W/2" X 6" 27" 3'-0" NO 0.44 10'-0" 14'-0" 6" X 6" W/2" X 6" 27" 3'-0" NO 0.44 10'-0" 16'-0" 6" X 8" 27" 3'-0" YES 0.44 10'-0" 16'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.44 10'-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.44 AZURES, INC 10'-0" 20'-0" 6" X 10" W/2" X 6" 27" 3'-0" NO 0.44 4�cc,��\. 1S NOT 4 9f C0A 10'-0" 221-0" 6" X 10" W/2" X 6" 28" 3'-2" NO 0.5 �g,v-4 �P 14 c°""<4'. 4 „\.1„ usa on noouena,OF p a 10'-0" 24'-0" 6" X 12" 28" 3'-6" YES 0.56 "" M y • *. COPYRIGHT PROTECTION 12-0" 8 -0•• 6• X 6" 30" 3•-0 • NO 0. 12-0" 10'-0ONO0.55 '-V " 6" X 6" 30" 3' " TO REPORT COPYRIGHT VIOLATIONS CALL i-888-735-8347 �- 12-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55Si; S25 REWARD FOR REPORTING - o AN ACTUAL COPYRIGHT 12-0" 14'—O" 6" X 8" 30" 3'-0" NO 0.55 ...-c..,4,9 INFRINGEMENT �,`�, 12-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 F �� 12-0" 18'-0" 6" X 1030" 3'-0" NO 0.55 SFq�. 12-0" 20'-0" 6" X 10" W/2" X 6" 30" 3'-2" NO 0.58 - .. . " 6" 12" 30" . " log 12-022. .� X W/2" 6" 3.-4.. NO 0.61 � ;le 12-0" 24 -06" X 12" X 30" 3 -0 NO 0.67 , I,4♦, ,;�+V, 1 OA �a i 0 NOTE: c, IesrsR� ,pS6 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH iONAL 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM-FIR #2 TREATED EXPIRES 12/29/09 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"9X SPOKANE STRUCTURES, INC. 3'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE — 40' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT BRAWN BY DATE REV, CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16-05 DEPTH X 4". APPROVED scALE SSI.07D NTS POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 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" NO 0.55 10'-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55 10'-0" 14'-0" 6" X 8" 30" 3'-0" NO 0.55 `2 `\; NOT TO F C O,0 10'-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55: 7.7,,r;:::: °,, 4> 10'-0" 18'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0. 1H EUSEt7R:Mf?%iuG ",:yr ° .,I -) REAhEAFp ySt(fOFTNR 106-0" 206-0" 6" X 10" 30" V-0" YES 0. -. FE&wry-Now Act ' T PROTECTION 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-2" NO 0. , LL >- TO72E:PPOVIRIETR:cfloopyrAFR3I6HT VIOLATIONS X5-8317I-10'-0" 2 '-0" 6" X 12" W/2" 6" 32" 3' /3" NO 0.6• 0AN ACTUAL OCOPYRI6HTIN6 �� 12-0" 8'-0" 6" X 6" 33" 3'-0" NO 0.66 �C/,9/FP9OINFHINGEMENT�� ;,c, .. " 6" 6" W/2" 6" 33" " D(/CED IN a `` 12-0 10,-0" X X 3,-0„ NO 0.66 AFa, SEAQ 12-0" 12 -0 6" X 6" W/2" X 6" 33" 3 -0NO 0.66 12-0" 14'-0" 6" X 8" W/2" X 6" 33" 3'-0" NO 0.66 12-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" NO 0.66 1Vti N 12-0" 18,-0" 6" X 10" W/2" X 6 33" 36-0" NO 0.66 ; ,s �fA,.. f 12-0" 206-0" 6" X 10" W/2" X 6" 33" 36-0" NO 0.66 , Po 12-0" 226-0" 6" X 12" W/2" X 6" 33" 36-2" NO 0.7011.91, I80_7 12-0" 246-0" 6" X 12" W/2" X 6" 33" 36-6" NO 0.77 sslor, o �ti`' NAL NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 50' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAVN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMHEKE 1-16-OS SSI.07E DEPTH X 4". APPROVED SCALE NTS 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, YD3 10'-0" 8'-0" 6" X 6" 33" 3'-0" NO 0.66 10'-0" 10'-0" 6" X 6" 33" 3'-0" NO 0.66 10'-0" 12'-0" 6" X 6" W/2" X 6" 33" 3'-0" NO 0.66 10'-0" 14'-0" 6" X 8" 33" 3'-0" NO 0.66 r� =,tR-ES, /Ne 10'-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" NO 0.66 ,!�c�`1 '�' l►oT To gf Co, 10'-0" 18'-0" 6" X 10" 33" 3'-0" NO 0.66 Ali:; ' �`� " 1 c°�°to�c 10'-0" 20'-0" 6" X 10" W/2" X 6" 33" 3'-0" YES 0.66 o� � o TMs wN.oR aLUrNNr wAr .A BRAN** RpB,IBI,roft* 10'-0" 22'-0" 6" X 10" W/2" X 6" 33" 3'-0" NO 0.6 *, COPYRIGHT PRYAMOIT OTECTION *, 10'-0" 24%0" 6" X 12" 33" 3'-2" YES 0.7 IC REPORT COPYRIGHT VIOLATIONS CALL 47 O $25 REWARD FOR8REPORTING 1_ 12-0" 8%0" 6" X 6" 36" 3'-0" NO 0.79 jGy AN INFRINGMT ISN" ' .,\ r. 12-0" 10'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.79 cg,9FP9oo �� \.'. 12-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.79 �BFp» o, IHOF 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 ,011.:14118 12-0" 18'-0" 6" X 10" W/2" X 6" 36" 3'-0" YES 0.79 's. ea 4k k �,� 12-0,. 20 -0" 6" X 10" W/2" X 6" 36" 3 -0" NO 0.79 C till ,� 12-0" 22'-0" 6" X 12" W/2" X 6" 36" 3'-Z' YES 0.83 io .p� °r►180-7 ti 12-0" 24'-0" 6" X 12" W/2" X 6" 36" 3'-4" NO 0.88 ssIONAL � NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 60' SPANS , CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOTDRAWN BY BATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16-05 DEPTH X 4". APPROVED SCALE SSI.07F NTS POST/FOOTING SCHEDULE 12' - 24' 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" 24" 3'-0" NO 0.35 10'-0" 10'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" 24" 3'-0" NO 0.35 10'-0" 14'-0" 6" X 6" W/2" X 6" 24" 3'-0" NO 0.35 10'-0" 16'-0" 6" X 8" 24" 3'-0" NO 0.35 ,,<,-v6RES, /No 10'-O" 18'-0" 6" X8" W/2" X6" 24" 3'-0" NO 0.35 7 c., \% tiQT TO •e' Coo 10'-0" 20'-0" 6" X 10" 24" 3'-0" NO 0.35 `s `'``�` I:RNETEn <E N� e10,42 -p, ��S PRw�:��• iF C 10'-0" 22'-0" 6" X 10" 24" 3'-2" NO 0.37 q'`� THE USE OR7z4't >UCTION6 y TNts Pur+a,Etto'•ar : - 8E AN YVFRING iMENT aF TI. • 1/ 1 11 6" 10" W/2" 6" 24" • •1 FEU.C-7PYR13MT ACG 10 -0 24-0 X X 3 -8 NO 0.43 copYRI.. -�P oTCT+ON • " 6" 6" 26" 1 " TO REPORT COPYRIGHit VIOLATIONS 12-0" 8-0X 31-011 NO 0.41 c FOR PORTING y1 11 O325REWARD735-67 12-0" 10 -0 6" X 6" 26" 3 -0NO 0.41 -r AN ACTUAL COPYRIGHT .. • •1 6" 6" W/2" 6" 26" 1 n j�i� INFRINGEMENT `'`�'4 12-012 -0X X 3-0 NO 0.41 2'i 9F::800, 4N\t 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 9� CEQ \Ki.V.. 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.41 --..,_SEA -_ . 12-0" 181-0" 6" X 8" W/2" X 6" 27" 31-0" NO 0.45 _41tL `44tg V 12'-0" 209-0" 6" X 10" 27" 3'-3" NO 0.48 ��V/ 12'-0" 22'-0" 6" X 10" W/2" X 6" 27" 3'-6" NO 0.52 't 12'-0" 24'-0" 6" X 12" 27" 3'-10" YES 0.57 'o NOTE: %NAL � 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. EXPIRES 12/29/09 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'-O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. SPOKANE STRUCTURES, INC. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH - CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT POST FRAME BUILDINGS CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING POST FOOTING SCHEDULE - 12' TO 24' SPANS DEPTH X 4". DATE REV. VAMBEKEDRAVNBY 1-16T-05 APPROVED SALE SSI.07A NTS 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, YD3 10'-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.41 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.41 10'-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO 0.41 10'-0" 14'-0" 6" X 6" W/2" X 6" 27" 3'-0" NO 0.44 10'-0" 16'-0" 6" X 8" 27" 3'-0" NO 0.44 gIURES, �� 10'-0" 18'-0" 6" X 8" W/2" X 6" 27" 3'-0" NO 0.44 k.SE� �s Mot to f CCA 4.• S sms SEAL II Nor CpP10'-0" 20'-0" 6" X 10" 27" 3'-0" NO 0.44 0 ��5 „7 �,a,a 'Fo�y . " " " , ~ ea,. R 1T Y 10 -0 22 -0 6" X 10" W/2" X 6" 27" 3 -3 NO 0.48 10'-(� r COPYRIGHT PROTECT! ON "" 24'-0" 6" X 12" 27" 3'-6" NO 0.52 TO REPORT 00PYMONT VIOLATIONS 12-0" 8'-0" 6" X 6" 30" 3'-0" NO C ALI $25 REWOP ORTING �� 6" 6" 30" � �� Lr AN ACTUAL COPYRIGHT 12-0" 10�-0 X 3-0 NO 0.55 9 INFRINGEMENT .\4C. 12-0" 12'-0" 6" X 6" W/2" X 6'. 30" 3'-0" NO 0.55 le .",04„c any 4'�<`�� 12-0" 14'-0" 6" X 8" 30" 3'-0" NO 0.55 : RFS" • Eo iN% P� 12-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 " 1 .WA8 12-0" 18'-0" 6" X 10" 30" 3'-0" NO 0.55 ` $°II,(A, . 'li 12-0" 209-0" 6" X 10" W/2" X 6" 30" 3'-2" NO 0.58 ve. 12-0 22'-0" 6" X 12 30" 3'-4" NO 0.61ovL� CIBSTER� 1 12-0" 24'-0" 6" X 12" W/2" X 6" 30" 3'-8" YES 0.64 ssIONAL �� NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 30' SPANS . CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT nRAVN BY BATE REv, CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16-OS DEPTH X 4". APPROVED SCALE SSI.07B NTS POST/FOOTING SCHEDULE 36' 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" NO 0.51 10'-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.51 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.51 C1URES h 10'-0" 14.O 6" X 6" W/2" X 6" 30" 3'-0" NO 0.51 ��'SE��\S NOT T p BF`'0o. S F n,�s sou s nor4)14/6,462, 1 10'-0" 16'-0" 6" X 8" 30" 3'-0" NO 0.51 �'5 ,rN� �14/ 9� O 74E USE QR RerRUSUCT om OF �o C c ~ TMs Pt w oR BLZJBt RHT IMY I..► 10'-0" 18'-0" 6" X 8"W/2" X 6" 30" 3'-0" NO 0.51 aEAnNtFRx0:14"1,;: PTO.CCP VR014TACT 10'-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.51 141 COPYRIGHT PROTECTION * To REPORT COPYRIGHT VIOLATIONS 10'-0" 22'-0" 6" X 10" W/2" X 6" 30" 3'-2" NO 0.58 1-800-735-6347 Q S25 REWARD FOR REPORTING 10'-0" 24'-0" 6" X 10" W/2" X 6" 30" 3'-6" YES 0.64 .10 AN ACTUAL COPYRIGHT / 9 INFRINGEMENT ,. 12-0" 8'-0" 6" X 6" 32" 3'-0" NO 0.62 'ire :08000 �,�.\ ��z�� 12-0" 10'-0" 6" X 6" 32" 3'-0" NO 0.62 9F0 CE°.t"_ 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3'-0" NO 0.62 12-0" 14'-0" 6" X 8" 32" 3'-0" NO 0.62 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 3'-0" NO 0.62 \\I'wNO 12-0" 18'-0" 6" X 10" 32" 3'-0" NO 0.62 ' 4' elfr, '�/12-0" 20'-0" 6" X 10" W/2" X 6" 32" 3'-0" NO 0.62 'i _ a 12-0" 22 -0 6" X 12" 32" 3'-3" NO 0.67 o 14 12-0" 24'-0" 6" X 12" W/2" X 6" 32" 3'-6" NO 0.72 s,psfONAL 1 cl NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE — 36' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAVN BY DATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16-os ssl.o�c DEPTH X 4". APPROVED SCALE NTS 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" NO 0.55 10'-0" 10'-0" 6" X 6" 30" 3'-0" NO 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55 UilURES, bis'-',, 10'-0" 14'-0" 6" X 6" W/2" X 6" 30" 3'-0" NO 0.55 (,5�� \s 0 T T a eF ,0,j , �� 6" 8" 30" n ,. (,`3,0,\_ SE FrHs:OE �xwlr CL' /' 10 -0 16 -0 X 3 -0YES 0.55 '5 .��,: M % ,C 10'-0" 16'-0" 6" X 8" W/2" X 6" 30" 3'-0" NO 0.55 5; ' 114, .� M c y AIGHTACT 10'-0" 18'-0" 6" X 8" W/2" X 6" 32" 3'-0" NO 0.62 RI HT P 4OT £: *, COPYRIGHT PM�OTECTI 10'-0" 20'-0" 6" X 10" 32" 3'-0" NO 0.62 TO REPORT CO CY`IGHT VIOLATIONS `' 1-800-735-4347 �' 10'-0" 22'-0" 6" X 10" W/2" X 6" 32" 3'-O" NO 0.62 '/ O =25 REWARD FOR REPORTING F. n�,,�4 '� AN ACTUAL COPYRIGHT ��%\ 10'-0" 24'-0" 6" X 12" 32" 3'-3" YES 0.68 �C/9,9,0 INFRINGEMENT *�t-t,` 12-0" 8'-0" 6" X 6" 33" 3'-0" NO 0.66 'RFD CED INQc 1;„\ 12-0” 10'-0" 6" X 6" W/2" X 6" 33" 3'-0" NO 0.66 �° 12-0" 12'-0" 6" X 8" 33" 3'-0" NO 0.66 12-0" 14'-0" 6" X 8" 33" 3'-0" NO 0.66 12-0" 16'-0" 6" X 8" W/2" X 6" 33" 3'-0" NO 0.66 12-0" 18'-0" 6" X 10" 33" 3'-0" NO 0.66l11 WAS 12'-0" 20'-0" 6" X 10" W/2" X 6" 33" 3'-0" NO 0.66 , ,�s°F !Asir, ' / 12-0" 22'-0" 6" X 12" 34" 3'-2" NO 0.74 , .` r a, i, 12-0" 24'-0" 6" X 12" W/2" X 6" 34" 3'-6" NO 0.82 % i ' NOTE: 'c�,rokyslia�° �ti 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH `SIGNAL # 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 40' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT BRAUN BY BATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16-OS DEPTH X 4". APPROVED SCALE SSI.o7D NTS 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, YD3 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.70 10'-0" 10'-0" 6" X 6" 34" 3'-0" NO 0.70 10'-0" 12'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.70 1 rr . .. 6" 8" 34" 1 .. 10 -0 14-0X 3 -0 NO 0.70 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.70 �omcIURES. /N �� iS NOT tp 6C C,O.o 10'-0" 181-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.70 y37as IFTMis 3,p, co r Ir 1 rr 6" 10" 34" 1 11 �'`� 7►IQUSEp1��. �� 10 -020 -0 X 3 -0 YES 0.7i µ � cod'' 10'-0" 22'-0" 6" X 10" W/2" X 6" 34" 3'-0" NO 0.7 -�. *�T"` * 1 T PROTEC,., 101-0" 241-0" 6" X 12" 34" 3'-2" NO 0.7 i0 EPORi CO CAR l- GH7 VIOLATIONS O 5 I-800-73S-6347 12-0" 8'-0" 6" X 6" 38" 3'-0" NO 0.8• X09 AN FOR COPYRIGHT ING 12-0" 10r-0" 6" X 6" W/2" X 6" 38" 3'-0" NO 0.88 !i, 4,,..,./.0 � INFRINGEMENT \\ } 1 n 6" 6" W/2" 6" 38" 1 n e eon 4�k� 12-0" 12 -0 X X 3 -0 NO 0.88 9-0 oc fo 1 N 00\ ,<`‘ 1 " 6" 8" W/2" 6" 38" 1 " Q�- 12-0" 14-0 X X 3 -0 NO 0.88 12-0" 16'-0" 6" X 8" W/2" X 6" 38" 3'-0" NO 0.88 \II T g 12-0" 18'-0" 6" X 10" W/2" X 6" 38" 3'-0" YES 0.88 : ,to Si ;usi� r " " " " " " r n 12-0" 20 -06 X 10 W/2 X 6 38 3 -0NO 0.88i, : ,did,. , 1 12-0" 22'-0" 6" X 12" 38" 3'-0" NO 0.88 ',%,,s, ' 12-0" 24'-0" 6" X 12" W/2" X 6" 38" 31-3" NO 0.95 ''`ss#18 As, SjONAL e NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE — 50' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT nRAWN ar HATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMHEKE 1-16-05 SSI.07E DEPTH X 4 APPROVED scALE NTS 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 VOLUME, YD3 10,-0" 8'-0" 6" X 6" 38" 3'-0" NO 0.88 10'-0" 10'-0" 6" X 6" W/2" X 6" 38" 3'-0" NO 0.88 10'-0" 12'-0" 6" X 6" W/2" X 6" 38" 3'-0" NO 0.88 10'-0" 14'-0" 6" X 8" 38" 3'-0" NO 0.88 � cQA 10'-0" 16'-0" 6" X 8" W/2" X 6" 38" 31-0" NO 0.88 ( -1"'-' 414.4 „,_,,v,,\. „tarEST,0/418„1. � 5 °"", co,,d,-5) fie, � �� n��snwaneLl�r+st.►wr � 10'-0" 18'-0" 6" X 10" 38" 3'-0" NO 0.88 IeA� P D.cOPYn+0lrrACt CTION 10'-0" 20'-0" 6" X 10" 38" 3'-0" , w 88 ES REPORTCOPYRIGHT COPYRIPROTEGHT VIOLATIONS 10'-0" 22'-0" 6" X 10" W/2" X 6" 38" 3'-0" NO 0.88 0 "" /-800-735-8347 ,.._›- „,A ,f1 $25 REWARD FOR REPORTING 10� �� 6” 12" 38" ' �� ,,�� AN ACTUAL COPYRIGHT � -0 24 -0 X 3'-2" YES 0.93 9 INFRINGEMENT � 12-0" 8 -0 6" X 6" 40 3 -0 NO 0.97 !9`.''A40 �`�`� .ft/Pod 1% p�0 12-0" 10 -0 6" X6 W/2" X6 4.0" 3 -0NO 0.97 SE IF 12-0" 12'-0" 6" X 8" 40" 3'-0" NO 0.97 1 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 1�L W44 12-0" 18'-0" 6" X 10" 40" 3'-0" YES 0.97 ��,b°F,� � ',�/ 12-0" 20'-0" 6" X 10" W/2" X 6" 40" 3'-0" NO 0.97 , 1 'v- '4 12-0 22'-0" 6" X 12" 42" 3'-0" YES 1.07 0 e 0-7 12-0" 24'-0" 6" X 12" W/2" X 6" 42" 3'-2" NO 1.13 ssjoNaL � NOTE: 1 . THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH EXPIRES 12/29/09 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 SPOKANE STRUCTURES, INC. 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. POST FRAME BUILDINGS 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH POST FOOTING SCHEDULE - 60' SPANS CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT DRAWN DY HATE REV. CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING WAMBEKE 1-16-OS DEPTH X 4". APPROVED SCALE SSI.07F NTS AlL4111111141111.h-Mak, S , �% li0Ira C •4, �. ,,f 4a12 �� `/ %1 I,THISsem.aNOT CD' `Q�' `/ •S PRINTED N-A it '—/,.'`/4 , `/ O THE USE awe Ducnct4OF o 6y�`` 7GABLE / ►� �RU ,; •INOE_OF: 'a Act I®�' .l4 - 40d NAILS IN PRE- ( /itIrGH PROTECTION DRILLED HOLES �` TO ,OPYHtGHT vI0lAT10NS PPP._ i Q735-5's4T �� S25 RE AO FOR REPORTING ti DETAIL !' p AN • Cl UAL COPYRIGHT cr 3 I II UMW ® NFRINGEMENi .\\ i_ 2' X 6' X 18' V RFS�8f0 IN6p,�`1�: I I _ 20' 0' MAXIMUM _ I I BOLTING BLOCK—� __ ,_ _ of I I I © Xaa < ��i-/ ir�ir�i/ v/ WV 'ice Vim �q Vii/ Vii/ -i -.' ° ° / ,�� \ \ \ /%/%,' 8 - 16d NAILS 2' X 6' X 18' ° SINGLE OVERHEAD DOOR ❑PTI❑N BOLTING BLOCK DETAIL 3 FRONT ELEVATION TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW N.T.S. ALL CORNER COLUMN GIRTS NOTES FOR FRONT ELEVATION 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 2 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' ❑.C., 10' BAYS, DF-L #2 �y\'V Y(4144 Rase 2' X 6' GIRTS @ 24' ❑,C., 12' BAYS, DF-L #2 '� 4'°F �r��' S4 2' X 8' FACIA BOARDS ; /' tst '� • SS TREATED WOOD P❑STS, SIZED PER SCHEDULE 4SPOKANE STRUCTURES, INC. 0 TREATED 2' X 6' BOTTOM GIRT °,t�, Ieo-� POST FRAME BUILDINGS, 12' TO 60' SPANS OR TREATED 2' X 10' BOTTOM GIRT �" 'ONA � ssGENDWALL FRAMING PLANS & CONNECTIONS . DRAWN BYDATE REV. WAMBEKE —16-05 EXPIRES 12/29/09 APPROVED SCALE SSI•l O NTS 12 4I0 12 ii1010"1171110****/..._ ��\ 4/ SEE \ / �� 11111P401/„... SEE .*‘/ /%.1" / \ / / 3GI\'\�\ , I II II OD I I. ,-® z _ _ ._ , E _ _ _ ` ' OPENING 3068 MAND❑❑R ❑PTI❑N '{ � SPLIT SLIDER DOOR ❑PTI❑N V Y OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T,S, N,T.S, jI. 1tr NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS , lot T< 4 AtSi HALF TRUSS DESIGN BY OTHERS '��CS 11�ESTQN E C ^�Py �s� � a ,A S2 2' X 10' HEADER UP TO 12' 0' DOORS 4��\' �TMas""gNdt a'°'/'% �. r 2' X 12' HEADER UP TO 20' 0' DOORS �5 D y,' !�� 2' X 12' BACKED WITH 2' X 6' UP T❑ 24' 0' Q.C. ;�,„ A• "T°F"` ��' '-wie ti co S3 2' X 6' HEADER '6°.°°---------RIGH �.. SI NAL 4' X 6' DOOR POST - 8' THRU 14' '>1C REPORT C0 eRoT�°�"T�oNs* 4'/O NAL T° � i_80D-735-837 WALL HEIGHT W/ 2' X 6' FACER, o $25 REWARD Fog°PYP 6NTING EXPIRES 12/29/09 6' X 6' DOOR POST - 16 & 18' -4,r,p AN �NFaiNGEMENi ��_',� WALL HEIGHT W/ 2' X 8' FACER. 4\499 y 4,�� SS DOUBLE 2' X 6' KINGPOST �9<' E 800,.. � \NO�� SE' � SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE REV. WAMBEKE 1-16-05 APPROVED SCALE SSI.11 NTS 12 40 4 \'``��irlo"-- "11 .,j1,..... ji'�`. 4 00 \701011741111410,_ ji ./i L T _ T DOUBLE OVERHEAD DOOR OPTION SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NSA\O RES, JNC 1EL�WA*B c,; \00T T p s f 00,04,4,4 %a S1 HALF TRUSS DESIGN BY OTHERS .ci51,V\- s�ass".rsHor ea"13)) /,' V :; � S ,�NTsos, Fo C S2 2' X 10' HEADER UP TO 12' 0' DOORS p � 1NEUSE ORPQPCT yJ► 2' X 12' HEADER UP TO 20' 0' DOORS c,,,(:),_.k. ~ pa MAN S OFMI 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' ''`°''"NOM-." 0 180-7 S3 2' X 6' HEADER COPYRIGFIT PROTECTION 4:p'-wings" ci\ O TO RE ORT COPYRIIGHT VIOLATIONS AS./ S4 4' X 6' DOOR POST - 8' THRU 14' , ail07311 °RE O S25 REwaliU FOR REPORTING WALL HEIGHT W/ 2' X 6' FACER. ip9 AH ACTUAL COPYRIGHT �� EXPIRES 12/29/09 6' X 6' DOOR POST - 16' & 18' ? INFRINGEMENT �4~�t WALL HEIGHT W/ 2' X 8' FACER, meq! t'00 CEfl IN P�P�� SS DOUBLE 2' X 6' KINGP❑ST 9FD. s SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING _ DRAWN BY DATE I WAMBEKE REV, 1-16-05 APPROVED SCALE SSI.12 NTS 12 .., ,., oiak / 4o 4 i._ oviiolle _ _ _ _f DOUBLE OVERHEAD DOOR ❑PTI❑N SINGLE SLIDING DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION OPTIONAL FRONT ELEVATION N.T.S. N,T.& 03451A/C. �.5 �`\ BfC�'�` itk NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS `'� Fww*°'' P'<o�''� •�o� ��• � Czk n+aus(outs: 10N �, ' S1 HALF TRUSS DESIGN BY OTHERS ~ BE„ RFI MEKrOFTO / , �dium �A S2 2' X 10' HEADER UP TO 12' 0' DOORS PRO.COFaiatiT * 2' X 12' HEADER UP TO 20' 0' DOORS * COPYRIGHT Pf10TECT10N . '' TO REPORT COPYRIGHT VIOLATIONS 0 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' , auo�ss`-83'' % IBo.� S3 2' X 6' HEADER O =25 AN ACTUAL OCOPYRIGNT NG ,21t-A., l �� j�,9 INFRINGEMENT �� jONAL S4 4' X 6' DOOR POST - 8' THRU 14' 9Fp * ti WALL HEIGHT W/ 2' X 6' FACER, '9! , DU r ;j, A� S\`' EXPIRES 12/29/09 6' X 6' DOOR POST - 16' & 18' IJ' t;. �,,0' WALL HEIGHT W/ 2' X 8' FACER, ~= f 0 DOUBLE 2' X 6' KINGP❑ST SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING • DRAVN BY DATE REV. WAMBEKE 1-16-05 APPROVED SCALE SSI.12 NTS Sy' \s HO�STp�C f' Y B O \<2.)- �,� THE P �` nib USE GlI Afil^Rc Duct-ION OF �e 6.S UN OR gLU ANT MAT YEAIJ INFRINGEMENT OF T*! \—(142) RJ ;AvYY,iGKi A�.,. * COPYRIG#�TrR�>Ti_C 71 0N TO REPORT C+DVYh!URI VIOLATIONS .ALL i-iOD-735-iia' } \ $25 REWARD rOA REPORTING ' SLIDING DOOR �o AN AL1'AL CO�YRIGNT 4 OVERHEAD DOOR OPENING iC,9 INiRINGEMENT ��.,`� OPENING �q(9F1,y `�,�'�'� 9Fo ell IN '''*1:,,\S\ � - /p0/%$\\% /%/ / /%/%/\/\/ /%/��/��/%/%/ TYPICAL SIDE ELEVATION i, Luo NOTES FOR SIDE ELEVATION N,T,s, l• ot , S1 2' X 8' HEADER ‘�54 ' '-4 A 10' HEADER F❑R 10' & 12' SLIDING DOORS S2 2' X • 4 , , 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS i. TREATED POST %14b, 1'43°9" S' G 4 - 16d GALV, NAILS EACH GIRT 4 ONAL VA- EXPIRES 12/29/09 C .../ • 2' X 6' GIRT (FLAT) :::: SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING DRAWN BY DATE REV. TYPICAL GIRT CONNECTION =EE 1-16-0s APPROVED SCALE 1 SSI.13 NTS S2 S��CS No Eso BC c' S1 ® ��S :�N ;6,;F19' Oi`'p/ . �� THE USE OR Ky•PCJUCTI �O NIS Pt.ii;Gft.2FRM' ''%"i'414" •••-�/ 54 �.''/ SEAN F * nil /' ` r k I /I �` U.cAPVSIGHT ACT COPYRIGHT COPYRIGHT P P H TECTION �1 * TO REPORT COPYRIGHT VIOLATIONS CALL O1-840-735-6347 a $25 REWARD FOR REPORTING - ® AN ACTUAL COPYRIGHT %�9 INFRINGEMENT 1' TYPICAL RUSS BOTTOM CHORD BRACING cre .2goO �v i /, NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. RFuG\FO 11N\ " S1 GABLE END TRUSS SHEATHING REQUIRMENTS 0DOUBLE INTERIOR TRUSSES THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED IN 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) 0 2' X 4' X-BRACING @ 10' 0' O.C. Ni EAVE AND RIDGE PURLIN SCREWS) #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' ❑.C. TARE NEEDED NIH ENDWALL STEELE FOLLOWING ' G IMUM UGE GRANDIRIBALL DRAGI IM 6 ID HNOR EQUIVALENT ■ FIELD SCREWS' #10 x 1 1/2' 8 9' O.C. (NEXT TO HIGH RIB) SS TOENAIL BRACES TO TRUSSES WITH ■ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS! #14 x 1 1/2' 3 - 10d1MAILS 1 2 BOTH SIDES OF EACH MAJOR RIB. 1/1___..1.1r- " - - 16d NAILS DIAPHRAGM SCREWS T III'P I ' DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, $ 1I EAVE & RIDGE PURLINS ON ROOF 6", 8" OR 10" POST DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS G I R T S NOTED ABOVE 1 (1• 1 CTYP.) , STEEL SHEETING SCREW PATTERNS i N.T,S METAL SIDING , jog lI ,. , i 4, tt*(474 SPOKANE STRUCTURES, INC. NAILING PATTERN FOR 0, , 4�1� ,N. POST FRAME BUILDINGS, 12' TO 60' SPANS S I D E W A L L POST LAMINATIONS s`SjONAL TRUSS BRACING & POST LAMINATIONS - N❑TE+ 2' X 6' LAMINATE MUST BE A TREATED MEMBER DRAWNWAMBEKE HY DATE1-16-05 REV. AND MUST EXTEND TO THE BOTTOM OF THE F❑❑TING. EXPIRES 12/29/09 SSI.14 LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN APPROVED SCALE NTS I .<, \,,,,,, \'''`.. .,,,* P' 1 '''"'1%\ 41. 4C 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 AS ►Z� THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTI❑NS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT-RUN' WEB k10d NAILS @ 6' ❑.C. Od NAILS @ 6' ❑.C. X 6' ❑R 2' X 8' ' X 4' L-BRACE L-BRACE 1111101111 MI Pry) 11., N eo$- A ,,* h A TRUSS WEB MEMBER TRUSS WEB MEMBER O a87 SECTION B—B i r s &sONA # AT INTERIOR AT rL s €' N` ' .., �,. T RIOR TRUSSES 1�__�. .__� _... " ....t• __\ PnNTsow-.� /,,, EXPIRES 12/29/09 ,c)-. .., THE USE OR;ihn,,uciioN OF Q��f_ O ~ TUE PLAN OR e:6a.RiNT MAY �1 8E AN INFRINO_AENT OF Tal FFD.::OPYRgKTACT. COPYRIGHT PROTECTION TO REPORT COPYRIGHT VIOLATIONS CALLSPOKANE STRUCTURES, INC. 1-800-135-8347 � 0 $25 REWARD fOR REPORi1NG o AN ACTUAL COPYRIGHT i�1 INFRINGEMENT `tom` POST FRAME BUILDINGS, 12' TO 60' SPANS i-l9:0 �4` TRUSS WEB BRACING l 19e0' C EU NOF P�`` DWWN DY DATE REV. S i _ VAMBEKE 1-16-04 APPROVED SCALE SSI.15 NTS USSE�2N'xZ6' DF-LSPAdNO o• ac., 8• BAYS ��' I\// {?\ c-TU RES /N USE 2' X 6' DF-L N2 8 2' o' 0.C., 10' BAYS ..,3j S nor C USE 2• xa• DF{ N2ft2'a•ac., 12' BAYS W :i', ,p�S11‘1:1� ,s„� 8�*FAL is Nor �0.0� PUAUN CONNECTION METN00 , ��`��'� c ,��o�G� : :. PURLINS vILL BE HUNG FROM TMTX7N opLEAN TO RAFTERS WITH ` •, y � OF 1• \ RMIG=!ecNi c]FSTANDARD SDIPSOM .IOIST :`I42) CCwFHANGERS OR EQUAL. �tTAC7.f�, ` , CHT PRpT�� i0 REPOAt COPYRrGHF `� �� CAIt YIOlAT10NS _ 440,7%.4 Ua i-800-73i_6347 -n S25 REWARD FUR REpOATIN6 ,09 AN INFR NGEAIEN(16NT % Atli'iir Nora FOR ro CONNECTION �'��F�°,) 11t$ ®MANUFACTURED TRUSS �D Oe&i. Vk NN �� NOTCH POSTS 1-1/2'EACH SIDE TO 'Tea« y E i �. w�� il'Aii`I ®TRUSS DSUPPORT POST. SEE POST/FOOTING N-* - r TRUSS SEAT. I_ a: - \\ 41)3/4' D[A MACHINE BOLT ` 40/ I ®2' X 6' X 24' DF-L CONNECTION BLOCK. ` PROVIDE BLOCK EACH SIDE POST. TYP. PINK Aft SEE CHART AT L LEFT FOR SIZES 2' X 6. OR 2' X 8'EAVE GIRT r X 6' DF-L GIRTS 124. O.C. 0/ `� 2'TYPICAL 8', 10' OR 12' BAYS ®6' X 6'FULL SIZE LEAN TO POST ®16d NAILS V4I ®LEAN-TO RAFTERS - SEE CHART L SECTION A-A \ I I� ® A.04Ij 1440 �� ey , of � li�,r�, R' NOTES FOR LEAN TO GIRT'S `. GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. —//''�� BUILDING LEAN TO'S MAY BE OPEN OR ENCLOSED f7 USE 2' X 6' DF-L *2 GIRTS ! 2' 0' O.C. FOR 8' BAYS AYS '�GI$0'' �'� b USE2' X6' DF-L 2GIRTSI2' 0' O.C. FOR10' BAYS 180-7 ;, USE 2' X 6' DF-L N2 GIRTS 12' 0' D.C. FOR 12' BAYS SIGNAL b ` �' ` • EXPIRES 12/29/09 ilk .0010'D i :. SPOKANE STRUCTURES, INC. ..r •' .i LEAN—TO ADDITION TO POST FRAME BUILDING LEAN—TO FRAMING PLANS CONTINUOUS ROOF SLOPE POST FRAME BUILDINGS, 12' TO 60' SPANS ' • DAT Rrx WAMBEKEDRAVNBY 1-16E-05 REV. APPROVED SCALE SSI.16 NTS 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 NOTES FOR F❑❑TING DETAIL SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 PSF OR 40 PSF LIVE LOAD ® TREATED POSTS AS SIZED PER SCHEDULE SITUATIONS - BUILD ACCORDING TO THE PLANS FOR THE LIVE LOAD REQUIRED IN THE JURISDICTION IN WHICH CONSTRUCTION IS BEING PERFORMED. THESE BUILDINGS ARE DESIGNED ,3 VIBRATE OR ROD CONCRETE TO OBTAIN FOR 30 PSF OR 40 PSF ROOF LIVE (SNOW LOAD), 85 MPH WIND SPEED, EXPOSURE B AND FULL BEARING SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 30 PSF OR 40 PSF ROOF DEAD LOAD = 5 PSF* ©3 UNDISTURBED SOIL 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 I MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY �‘• 1� TABLE LAND 1804.2 .LESS RYEY R SOIL CONDITIONS L (SW, SP, M(ASCR REQUIRED BY THE SOILS BUILDINGR OFFICTTER (IBC IAL) 2yQ03 %`\ 1.- / 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. E- 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 119,11111 GRADING RULES, UNLESS NOTED OTHERWISE ON THE PLANS. BOLTS & HARDWARE - HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM A307. FOOTING DETAIL ROOFING & SIDING - METAL PANELS MAY BE STANDARD RIBBED STYLES AVAILABLE FROM LOCAL MANUFACTURERS, GALVANIZED OR PAINTED, 29 GAUGE MINIMUM THICKNESS, ASTM A653 N.T.S. STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 A" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. ,r'' Imc \1'L VI* PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER'S ��V�� NOT �J4'c RECOMMENDATIONS. BF 00,,0 v' ,� r�lei SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED ,� S s,waar,wi* o. Cpm);.:0 (' • 441' '14131 VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY AST N. ' "ra'°''"'ir i / lid LMIAQF'iOpucnc N OF Fo�y METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6", COMPA'� S; ~MUS arwsoRsit�Ream BE VERIFIED BY TESTING BY A QUALIFIED SOILS PROFESSIONAL. UNLESS OTHERWI' f'TED ORANIN T0Fnae ,p� THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN SOIL A PTH MD.COPYRIGHTACL Wii80 '8o Cs� EQUIVALENT TO THAT INDICATED ON THE PLANS. * COPYRIGHT PROTECTION * ssIONAL t TO REPORT COPYRIGHT VIOLATIONS CALL 1-800-735-6347 >- $25 REWARD FOR REPORTING T p AN ACTUAL COPYRIGHT % EXPIRES 12/29/09 1,-....:1,9 INFRINGEMENT "9' `�'°9a #'I'4KANE STRUCTURES, INC. '9 , CED IN c O • S E.1. OF POST FRAME BUILDINGS, 12' TO 60' SPANS WA & ID LEAN-TO SPECIFICATIONS & FOOTINGS 30 WAMBEKE OR 40,1-16-PSF 05LIVE LOAD . DRAWN BY DATE REV. APPROVED SCALE SSI.061BC NTS 41 iii-----\ i el,: ,,,,,i...:—.4111 (<---�4UCs�rs�oES liv ��'S�` i+ sEA��allorB�pO'Oi 0 ---,,,,,-\,,,40.\ � Q. 4� TM rLAN REPRODUCTION OF Q y BEAN INET NGEh191T OF T� \I eltA2FRINT kw ..--34 IIII ---------' di P____ '.HT ACT. COPYRIGHT 'ROTEC_Tft 4 IDD �� ` 1 i0 REPORT COPYR+SHT VIOLATIONS \ CALL 1-800-735-8347 `I NOTES FOR LEAN TO CONNECTION DETAIL ;25 REWAflp FUR REPORTING ®NOTCH POSTS 1-1/2" TRUSS \s\ski......................° 0ANACTUAL COPYRIGHTNNOPOTCIDESTTSSSIS-1/2'TEACH SIDE TO / -I INFRINGEMENT (<It..\I ®3//44' DU4 MACHINESS SUPPORT S TEE POSNOTTREQ DTING W ENOVALLSDULE. e efA* .` ��]4�` ® OCK PROVIDE XBL OCK EACH SCS c� POST. �91p0 E© 1 N a�p�� a nr 1r`I §2' TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. 3 iL 2-,�i� 1 X 6' OR L2' X 8'GIRlS AVE GIRT 2' X 6' DF-L GIRTS 8 24' 6C. TYPICAL 8', 10' OR 12' HAYS `I ®6' X 6' FILL SIZE LEAN TO POST ®16d NAILS 111111011111 ®LEAN-TO RAFTERS - SEE CHART I SECTION A-A 1VL W4446) cI ogif pURLIN CONNECTION NETHpD b .�5 A �' PURLINS WILL BE HUNG FROM I� � LEAN TO RASIMPSON FTERS WITH / Ai .D HHANGERSDOR EQUAL.JOIST I toil PURLINS TO BE SPACED 8 16' O.C. " .t._1813.7, TO RESISTOF SNOWDRIFT LOAD SPAN `S'S IONALAL b ` 01114111' EXPIRES 12/29/09 :y L SPOKANE STRUCTURES, INC. LEAN-TO ADDITION TO POST FRAME BUILDING STEP DOWN LEAN-TO ROOF POST FRAME BUILDINGS, 12' TO 60' SPANS NTS STEP-DOWN LEAN-TO FRAMING PLANS i : i ;� :: DRAWN WAMBEKEBY 1-16-05 DATEV, APPROVED SCALE SSI.16 NTS RAFTER SECTION CHART SPAN BAY LIVE LOAD RAFTER SECTION SIZE ENDWALL RAFTER SECTION NOTES FOR F❑❑TING DETAIL SPACE PSF OR COMBINATION SIZE OR COMBINATION ® TREATED POSTS AS SIZED PER SCHEDULE '- 8' 0' 8' 0' 30 2 - 2' X 8' 2' X 8' VIBRATE OR ROD CONCRETE TO OBTAIN 8' 0' 10' 0' 30 2 - 2' X 8' 2' X 8' FULL BEARING 8' 0' 1?' 0' 30 2 - 2' X 10' 2' X 10' UNDISTURBED SOIL 40 8' 0' 8' 0' 40 2 - 2' X 8' 2' X 8' 8' 0' 10' 0' 40 2 - 2' X 10' 2' X 10' \,1 _ 8' 0' 1?' 0' 40 2 - 2' X 10' 2' X 10' \( 10' 0' 8' 0' 30 2 - 2' X 10' 2' X 10' �\ 10' 01,101 0' 30 2 - 2' X 10' 2' X 10' o 10' 0' 12' 0• 30 2 - 2' X 12' 2' X 12' in 10' 0' 8' 0' 40 2 - 2' X 10' 2' X 10' 10' 0' 10' 0' 40 2 - 2' X 12' 2' X 12' 10' 0' 12' 0' 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12', & 2' X 8' _ .._ e :•••• 1?' 0' 8' 0' 30 2 - 2' X 12' 2' X 12' 1111110 1?' 0' 10' O' 30 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' SF ARE OR RIUND 12' 0' 12' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' FOOTING DETAIL 1?' Q' 8' 0' 40 2 - 2' X 8' & 2 - 2' X 6' B❑X 2' X 12' & 2' X 8' N.T.S. 12' 0' 10' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' ,tCj i, r ES �/�r 12' Q' ' 0' 40 2 - 2' X10' & 2 - 2' X 6' BOX 2 - 2' X12' S \S ST To ?I: L �' 14' 0' 1.8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X 1.044 .e.�g\� F.;EG W ,,I;-` ea,, ,011 1� 4140 14' 0' 10' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' X r,�O,`r PTEU$E0R E"vvar Fo G' , p4r: ' j MS PLAN QA 9LMT MAY 14' 0' 12' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' ,wlNF, ,,,�OF„e )7 -A. 14' 0' 8' 0' 40 2 - 2' X 10' & 2 - 2' X 6' B❑X 2 - 2' X 12' Y1' �* YRIGHT PROTECTION �� 14' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' D �L #iO-REPORT COPYRIGHT VIOLATIONS ALL 14' 0' 1?' 0' 40 2 — 2' X 12' & 2 — 2' X 6' BOX DF—L #1 2 — 2' X 12' DF‘,#1 1-800735-1347 / imprillso11 16' 0' 8' 0' 30 2 - 2' X 12' DF-L S. STRUCT. 2' X 12' DF-L S. y '•fi Esc UALF COP RIGHT NG s`rfONAL 1 / INFRINGEMENT 16' 0' 10' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' �' "Pi 16'. 0'.12' __Q' 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L #1 2 - 2' X 12' DF-L 40,00 AA .\,Z. EXPIRES 12/29/09 16' 0' 8' 0' , 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 12' DF-L #1 9`Q. C E. NA,.- Pv. 16' 0' 10' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12' DF-L S.S. 16' 0' 12' 0' 40 4 - 2' X 12' & 2 - 2' X 6' BOX DF-L S.S 2 - 2' X 12' DF-L S.S, SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE & FOOTING VAM DRAVNBEKE DY DATE1-16-05 REV. APPROVED SCALE 551.17 NTS NOTES FOR C❑NNECTI❑N DETAIL S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER 0 PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS 0OVERHANG EAVE PURLIN 0 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT. SSO WOOD POST, SEE P❑ST/F❑❑TING SCHEDULE, 0 66 2' X 6' OR 2' X 8' JACK RAFTER NAIL TO SIDE OF TRUSS TOP CHORD - , 0 2 — lOd NAILS @ 6' 0. C. 0 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 11`i S9 2' X 6' OR 2' X 8' EAVE GIRT 1 €11)- 14111: s- 111111111 o`, ® o/ 0 0 ' f o S7 0 ® S6 ....._ lilki A..\\11 11/440 ��41URES, lN� �` �� r�.� S �storto - G k, oN.ti eF t,1 ,\ _ , S snaasEK 0wr ;e*� "� [Yi CO,`��S TMEueEOR� TI «F /` /6 y .t .t�Iso n+�s nw oR KtE,rRNr bwr ,� S YE M/WFRMgEMENTOFTF� �_corrRpHrAtt Sj0NAL COPYRIGHT PROTE ....,CTI i0 REPORT COPYRIGHT VIOLATIONS* _� CALL EXPIRES 12/29/09 1-800-735-8347 ?- -?:" ANEINFREE PR EP TNG Q 'i RHANG DETAIL F qLL�*. N 9l /744-op,/ F�4ED 4 N , t.,\. OF SPOKANE STRUCTURES, INC. t TRUSS — COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN AMBEKE BY DATE REV. W1-16-05 APPROVED SCALE SSI.17 NTS GABLE TRUSS TRUSS PURLIN� BLOCKING OUTRIGGER ;1111;111V-2/" X 4' S U B �• I FASCIA TOP GIRT __:* CENTER COLUMN END 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" 12' BAYS 2" X 10" 2" X 12" 2" X 12" ✓ � c'' �'. 1 co O elf 1 18067 p * COPYr�IG OTE ►C�"T qyq� ZONAL 9,1 To REPORT COPYRIGHT 18 CT35_8347VIOLATIOH$ t2AN EWARD FOR REPppTING ham. EXPIRES 12/29/09 ACTUAL COPYRIGHT INFRINGEMENT c N 9 �F.9 ' 'O CED I N 1\)-0 SPOKANE STRUCTURES, INC. TRUSS — COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN BY DATE REV. WAMBEKE /1-16-05 APPROVED SCALE SSI.17 NTS 16d NAIL @ 10' ❑.C. SIMPS❑N J❑IST HANGER 2' X 6' FULL WIDTH 2' X 6' OR 2' X 8' PURLIN 0 cel N 16d NAIL @ 10' ❑.C. an wLA wizx x _ il\-- _ 16d NAIL @ 10' ❑.C. Ce Li CY I.1 A > A II 1 8 1/2' / 2' X LAMINATED TO 2' X 8', 2' X 10' OR 2' X 12' ENDWALL RAFTER WHERE 2' X 8', 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART REQ'D - SEE CHAR ENDWALL RAFTER SEE CHART SECTION A - A SECTION A - A STANDARD RAFTER DETAILS STANDARD ENDWALL RAFTER DETAILS SIMPS❑N J❑IST HANGER 4s G RFS, 1/`I/ S �S NOT j d FULL WIDTH 2' X 6' 2' X 6' OR 2' X 8' PURLIN � SSE�� prI„ c�E0 wails- �,p` \oF �YMO `r / (as SM s ooucncw of � a� �S�' �: LI IC: alINCOPYgI T PROTECTI TO REPORT COPrn16NT V►oLATtONS t A itli Ce I CAII al �+� 18_0_-7 4.7 LA = /ill O t-d00-735-637 �SI>YL' �� ` I- '�O9 25AN E ACTUAL COPYRI6NiING %NAL I— -.I'% tV LA A e'1',7 9� *A 08 4 *A, EXPIRES 12/29/09 16d NAIL @ 10' ❑.C. 17 0:CED I N a� \S\‘'/ 81/21 I ' L a P 2' X 8', 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SPOKANE STRUCTURES, INC. SECTION A - A BOX BEAM DETAILS POST FRAME BUILDINGS. 12' TO 60' SPANS LEAN-TO BEAM CONNECTIONS WAMB • DRAVNEKE BY 1-16 DATE-05 REV. APPROVED SCALE SSI.18 NTS ii MAIN BUILDING ki POST 3 - 3/4110 LAG BOLTS INT❑ POST STEEL POST •111111111 ii ATTACHMENT BRACKET 0,....' [kill V8•FQ77E0 Jill STEEL PLATE III /4•STEEL •••••'', PLATE 3/4"0 M. LEAN-TO R11T ERS BOLT THRU 2" X 10" M2,250f-1°8E - 12' BAYS RAFTER 1 2" X 10" 1,950E-1,7E - 10' BAYS TWO 2" X 4" S❑LID NOTCH 2" X 10" LLERS T❑ SEAT IN BRACKET _ J ` J B A .�, el -?-�.�' 4.0. ..y C�'�4 4),' \`��\��\ \ `�111F�, SCJ = ti ti 'LA,.,,,,;.U2ff'T?Nf MAY C01..... ............411 NAILS 'o #'" * t0 REPORT CO CALL NT V101ATIONS 1-$DD-735-6347 Igggg� 5 REWl'AIAL COPYRIGHT NG s''�sl G �/ A.E I N M E N T �k',`� 41°NAL '^,,� g 10' �„ONkt' 6" X 6" PNZ` . T°7 ExPIREs 12/29/09 "ICED IN �.� •, LEAN-TO POST `;...i EP . �F SPAN SPOKANE POST FRAME, INC. S LEAN-TO BEAM ATTACHMENT TO MAIN BUILDING POST - 30 & 40 PSF LIVE LOAD MAXIMUM 12 POST SPACING; 12' LEAN-TO viBYKE DATE 9-13-08 REV. ` APPROVED SCALE SSI.19 NTS // 7-MAIN BUILDING POST —SINGLE GABLE END LEAN-TO RAFTERS 2" X 10" MSR 2,250f-1.8E - 12' BAYS _ 2" X 10" MSR 1,950F-1,7E - 10' BAYS - h ` , I. Gr 'j/. , •� • ....L.:14 R.4../ r TFR \,„ 1vI0tAT10NS R- REPORTING O\I,\ � 41$2ANAINTFUNaG!-...:ENIONT � o L ,..94,4:f... 4 - 30d 1 •q 000 alio % '� iti.,, A Fp NAILS - a�, , u ,,t,, 1806 CC'S, tsrsa� G� 8 wL. SI%NAL IO' 0 6" X 6" P. T.7 EXPIRES 12/29/09 R 1 , LEAN-T❑ P❑ST ;-) S/J'lN SPOKAN ., POST FRAME, INC. S GABLE END Iii4N-TO BEAM TO CORNER POST POST - 30 i 40 PSF LIVE LOAD DRAWN BY DATE REV. VAMBEKE 4-11-06 ` APPROVED SCALE SSI.20 NTS Driveway Approach Deviations,relocations or alter- ations to existing or designated driveway approaches in subdivisions will require a right of way permit address- ing storm water engineered configuration and sizing. PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR R( BUSSES, BEAMS ANf FLU4;I SYSTEMS PRIOR Ti i z,IING INSi L•., IONS THESE PLANS MUST BE KEPT ON THE JOB SITE THIS BUILDING SUBJECT TO FIELD INSPECTION'CORRECTIONS Ste\ _ Aey ll OEWED FOR KANE VALLEY BUIL I COMPLIANCEvISON T r L l4 Spokane .. Valleyx Community Development Building Division 11703 E Sprague Ave Suite B3 Spokane Valley WA 99206 PROJECT INSPECTION RECORD Inspection Request Line: 509-688-0054 All inspections are scheduled through this line THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION PROJECT NO: )33990 PROJECT ADDRESS: 'W" e Vali cf itdaef Inspection Date Notes Corrections Approved Inspector Left? SETBACKS FOOTINGS REINFORCEMENT UNDERGROUND RADON DRAIN/WASTE/VENT L WATER PIPING DUCT WORK GAS PIPING HOOD DUCT HOLDDOWNS MSHEAR/BRACE WALL SHEATHING FRAMING w INSULATION CEILING GRID FIREWALL/GWB FIRE PROTECTION HOOD/DUCT ;' APPROACH/ROW OTHER REQ: FINAL: FIRE FINAL: PLANNING FINAL: ENGINEERING FINAL: BUILDING Spokane jValleyN Community Development Building Division 11703 E Sprague Ave Suite B3 Spokane Valley WA 99206 Inspection Request Line: 509-688-0054 All inspections are scheduled through this line THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION ***Inspection requests must be scheduled before 7:00 am the morning of the desired date of inspection*** To call in an inspection request: 1. Call the Inspection Request line: 509-688-0054 2. When prompted, indicate your inspection area as checked below: si EAST AREA Press "1" SOUTH AREA Press "2" NORTH AREA Press "3" 3. Leave the following information: /� Project number: 0-399 0 Project Address: /Y/ !` Val(el 00-'1 Type of Inspection Your phone number Your preference for AM or PM inspection time *** Special arrangements for access *** The inspector will make every effort to accommodate your preference. Depending on workload, the inspector cannot guarantee AM or PM inspection. 4. To speak directly with the inspector, please call their direct line between 7:00 am-7:30 am.