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2007, 03-21 Permit App: 07000836 Post Frame BldgProjectNumber: 07000836 ' Inv: I Application Date: 3/21/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: NEW 30 X 30 X 12 POST FRAME BUILDING Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Setbacks: Front 85 Left: 5 Right: 60 Rear: 5 Phone: (509) 927-0655 Group Name: Project Name: Site Information: Plat Key: 001984 Name: PEPLINSKIS 01ST ADD District: East Parcel Number: 45011.0413 Block: Lot: SiteAddress: 16318 E LONGFELLOW AVE Owner: Name: HEID, STEVEN Address: 16318 E LONGFELLOW AVE Location:: CSV SPOKANE VALLEY, WA 99216 Zoning: UR -3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Eeleased`By -TfvN-' G Originally Released: Landuse/Zoning/HE Conditions Sewer Review 01002768 Originally Released: 3/19/2007 By: TMELBOU Released By: 3/20/2007 By: cjjanssen I Released By: Originally Released: 3/19/2007 By: mturbak Permits:rasa Operator: MT Printed By: JD Print Date: 3/21/2007 Project.Number: 07000836 Inv: I Application Date: 3/21/2007 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 Building Characteristics Group: U-1 Type: VB Total Area 900 Building Height 17 Stories 1 Payment Summary This Application: Total Project: Description Grp Type Notes Scl Ft Valuation SQ Ft Valuation GARAGE U-1 VB DETACHED 900 $17,100.00 900 $17,100.00 $371.06 GARAGE $371.06 $371.06 Totals: 900 $17,100.00 900 $17,100.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $293.25 ACCESSORY PLANS REVIEW 1 SELECT $73.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $371.06 Notes: Payment Summary .. ; .... . ,..: ... oa ...... _ .: tea.# >Tt Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $371.06 $371.06 $0.00 $371.06 $371.06 $371.06 $0.00 $371.06 1►•__1_'--- ---- 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: MT Printed By: JD Print Date: 3/21/2007 . Project Number: 07000836' Inv: I Application Date: 03/19/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW 30 X 30 X 12 POST FRAME BUILDING Contact: SPOKANE STRUCTURES Address: 510 N MULLAN ST C - S - Z: SPOKANE, WA 99206 Setbacks: Front 85 Left: 5 Right: 60 Rear: 5 Phone: (509) 927-0655 Group Name: Site Information: Project Name: Plat Key: 001984 Name: PEPLINSKIS 01ST ADD District: East Parcel Number: 45011.0413 Block: Lot: SiteAddress: 16318 E LONGFELLOW AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Originally Released: Landuse/Zoning/HE Conditions Sewer Review &I X �? 7 (� Permits: Owner: Name: HEID, STEVEN Address: 16318 E LONGFELLOW AVE SPOKANE VALLEY, WA 99216 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By 03/19/2007 By: TMELBOU Released By: I Released By: Operator: MT Printed By: MT Print Date: 03/19/2007 Project Number: 07000836' Inv: I Application Date: 03/19/2007 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 MULLAH RD Phone: (509) 927-0655 SPOKANE, WA 99206 Building Characteristics Group: U-1 Type: VB Total Area 900 Building Height 17 Stories 1 This Application: Total Project: Description Grp Type Notes Sg Ft Valuation Sa Ft Valuation GARAGE U-1 VB DETACHED 900 $17,100.00 900 $17,100.00 GARAGE Totals: 900 $17,100.00 900 $17,100.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $293.25 ACCESSORY PLANS REVIEW 1 SELECT $73.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $371.06 Notes: Pavment Summa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owiniz Building Permit $371.06 $371.06 $0.00 $371.06 $371.06 $371.06 $0.00 $371.06 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: MT Printed By: MT Print Date: 03/19/2007 ti _ 7'� 0-000�Permit Center Spokane 1.1707 E Sprague Ave, Suite 106 Valle Spokane Valley, AX 99206 .,:�(509) �- (509)688-0036 FAX: (509)b88-0037 Community Development ,yww spokMeyalley org.corrm PERMIT NUMBER. r :, Residential Cons trAWfi *New Construction ❑ Accessory Bldg Permit Application ❑ Additionlnemodel ❑ Deck ❑ Other: SITE ADDRESS /6.319 Lv w �- ��1 Low , Seo -w` ��L�=� Z-,.) t� ASSESSORS PARCEL NO: 4 501 t, U Lf 13 LEGAL DESCRIPTION: Budin 4'owner-r 9 Name: S 1 CVC 14E1 Address: (.3115 E. IV6-1=CI-14 J CityS o ka-wrc Zip: / Phone: oZ - 0;L L .S R Co $ / –O 7� Contact -Person' - ` `"" c' ,. Name: Phone: 4,2 1 04 SS .Contractor 'w" t = _ Name: . Address: CitySPOKANE VALLEY Zip: WA 94,ZC)10 Phone Fax: Lic No: spOKAsTi 2606Exp. Date: City Business Lic No: e� l Describe the scope of work in detail: Cost of Project: IV S, 6-V **************ThP fnllowina MUST be complete: (write N/A if not applicable)********************** HEIGHT TOnPEAK: _ Y / `' MAIN FLOOR TO SQ. FTG: G' DIMENSIONS: ?0`)(;0')( tz: 2 NLFLOOR /�SQ. FTG: f^� /�- # OF STORIES: UNFIN BASEMENT SQ. FTG: h1A TOTAL HABITABLE SPACE: /l% IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: V A- # OF BEDROOMS: W A- GARAGE SQ. FTG: fea d � — CONSTRUCTION TYPE: o z � a- DECK/COV. PATIO SQ. FTG: A/4-- HEAT SOURCE: AYA 30% SLOPES ON PROPERTY: SEWER OR SEPTIC? S cw ff(Z. DISCLAIMER 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 Q Date10 Method of Payment (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8252005 Spokane Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www. spolcan e vall e v. or. corn Residential Plan Submittal Minimums o Completed Building, Plumbing & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. O Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. o 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. O All braced wall panel types: show locations and details of installation, including engineered design. o 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. O Smoke detector locations O 22" X 30" attic access location O 18" X 24" crawl space access: O One-hour separation detail: between house and garage O Floor framing details: Joist type, size, Spacing and installation details O Roof framing plan and details o Fumace and hot water heater location. O All header locations: type, size, and connections O Foundation plan O Insulation information Parcel Values Spokane County Parcel Data Locator Sr r, CcxNTY rage i Ui i Help New Search Modify -Search Summary Parties Values Taxes Sales Info Seg I Merge Event /Notices Lal Dwelling / Structure Parcel Photo Documents We_bPlus _Prism Historical Field P Printable Fact Sheet w/o Taxes Printable Fact Sheet Taxes Only Printable Fact Sheet with Taxes All Data As Of: 03/18/2007 Parcel Number: 45011.0413 Owner/Name jAddress 1 jAddress 2 lCity 15tate lZip luountry JKOie HEID, STEVEN M 116318 E LONGFELLOW AVE I ISPOKANE IWA 99216-1519 JUSA 1100 Taxpayer/Name Address 1 Address 2 City State Zip Country Role HEID, STEVEN M 116318 E LONGFELLOW AVE ISPOKANE IWA 99216-1519 JUSA 1100 Help New Search Modify Search Contact Information 1 http://webpadal/ParcelParties.aspx 03/19/2007 Project Number: 07000836 Inv: I Application Date: 03/19/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Parcel Number: 45011.0413 Block: SiteAddress: 16318 E LONGFELLOW AVE Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: .00 Acres Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Lot: Owner: Name: HEIR, STEVEN Address: 16318 E LONGFELLOW AVE SPOKANE VALLEY, WA 99216 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information Permits: Operator: MT Printed By: MT Print Date: 03/19/2007 DATE • 31;-0/� WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com March 15, 2007 Mr. Mark Plivelitch SPOKANE STRUCTURES, INC. 510 N. Mullin Road Spokane, WA 99206 SUBJECT: 3Q' X 30'X 12' POST FRAME BUILDING FOR STEVE HEID, 16318 E. LONGFELLOW, SPOKANE VALLEY, WA Dear Mark: This post frame building was sold to Mr. Heid and is being erected according to the standard post frame building plans and lean-to addition plans prepared for Spokane Structures, Inc. The building is designed for 30 PSF roof live (snow) load, 85 MPH wind speed, Exposure B, Seismic Design Category C, 2,000 PSF allowable soil bearing pressure and IBC 2003. The roof of the building has 4:12 roof trusses and the posts will be placed at 10'0" o. c. I have reviewed the design of this building and checked it for the diaphragm design requirements used in development of the standard plans. The front endwall has a 16' x 7' overhead door and a 3' pass door. There is sufficient sheeting on this endwall to provide adequate lateral bracing for this endwall of the building against lateral loads on the roof and sidewalls. The rear endwall has no openings. There is sufficient sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall has no openings. Sidewall openings have no effect on the lateral load resistance of 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. 1`1i ItkA4erely, bjel� Daniel Wambeke, P.E. Enclosure DW:dw EXPIRES j (/ Designer of Small Structures. Post frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems Serving the Inland Empire 510 N. Mullan Road Spokane, Washington 99206 <> Phone: (509) 927-0655 PO KAN E Toll Fres: 1-600.735-6347 / Fax: (so9) 927-0062 ®RUCTURES,1 INC. SALES CONTRACT AND WORK ORDER SPOKWI2606 Uwe the owners) of the premises mentioned below hereby authorize you as contractor to furnish all necessary materials, labor, and workmanship, to Install, consitruet and place the Improvements according to the fdlowhv specifications. terms and conditions, on premises below described: Contractor will build a steel Covered buiklin over -an measurements 30 wide 3 6 -' long Wail Height of mein body to eave Roof Pitch Roof Load �3Q Shed Roof: High Side Height at eave Low Side Height asave Roof Pitch Insulation: Virryl Back Fiberglass Size I 'T _ Location JQ Enclosed Shop Size q SC • Location 3 D x S a Open Bays Location Siding COIor0Ar# hIL1,4 Metal ! Pattern .__5 Gauge a9 Hoof ColorC Pattern I? Gauge Trim Color:tC t4Lc L- 6x pressure treated posts encased in concrete. y(� SFSaei�l�yl Non -truss bearing posts and door posts will be 2 ply 2x6 or 4x6 pr ure treated. Framing lumber standard and better. 2x6 girls and X' (p Purlins approx, 2 feet on center. Pre -manufactured engineered trusses . Post concrete S yds_ .AZIDouble Glazed Alum Windows with screen: Finish _ Walk-in Door 3 f" f47 7,(Jamb and Door primed in White) Sliding Doors: sizes and clearance Overhead Doosizes / G rs: (primed in White) Laves Feet of Skylight under eaves Inches thick Concrete slab: size . / yds. Finish 5i"d Mesh? Q� Company agrees to prepare site. 1. Excavation, fill and fine grading are to be paid for in addition to this contract 2. Site preparation is included in cash price below or S X 0 Owner agrees to prepare site. Site will be level and all fill sufficiently compacted to provide proper base for floor. Building site to be roughly staked out. I understand site prep responsibilities and have received site prep brochure. THIS SALES CONTRACT AND WORK ORDER IS SUBJECT CaA Price TO MATERIALAND LAMM LIEN. CANCELLATIONS WILL BE SUBJECT TO 18% CHARGE TO BE MADE AGAINST CASH Tax PRICE. 1 THE BALANCE IS DUE AND PAYABLE UPON COMPLETION OF BUILDING. PLEASE GNE FINAL CHECK TO THE BUILDER MADE OUT TO SPOKANE STRUCTURES. INC. oor is poured Iverhead doors are installed meats a dssm prryeDM to sPoKmE STRUCTURES. INC. towner egress to alp as neresawy papers required by arty linoncW Irtatlbslon. All surplus material la pie plopw.7 A nils convect. am Property Owner(s) deo sgree to pay ressonmis actor" A Aegis Aar oensuludon xWfor auon lghisdon, Including all expenses, as may to necessary, No compfedon dare under 45 days wBl be spsaried wifhaut wrMen approval from the oalkm All jobs we beam ON se soon as possible, but the Gomparw is not responswie for dekays caused by had weadlM, Strikes. taasenabls metensk shortogm horn supplim, or acts of God. SPOKANE STRUC'RIRES. INC. will under no condibon subtract any amourtt of money from pyre ase price. SPOKANE STRUCTURES, INC. C9 DAY DO NOT SIGN THIS CONTRACT UNTIL ELY FILLED IN. NO VERBAL AGREEMENT RECOGNIZED. I UNDERSTAND ALL T S AND CO OF OWrRACT. By X epre kart tructures. ins Ownerrauyer Accepted by X Generam hteneger of Spokane Structures. enc. Ownerl9uyer COMPANY GUARANTEE: The Company guarantees its workmanship and will replace faulty material or faulty workmanship free of charge for 12 months from Compltltlan of building(s). Customers, by affixing their signatures hereon, acknowledge that they nave received a copy of this contract and aro aware of notices on the reverse side. . Owner's com:i�� State Cfry,Job address 1 - — State - _ � Clry Mailing Address ��.+m.-.+nus Tn .tc7B LEGAL p!_SCRIP11ON akf .r r Parcel No. This Conga subW to obtaining permit. 'Permits will be handled in .. -14 County SY �5f tk �t 1� CAUTI N' Concrete floors may Crack in the pacific Northwest for y 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. ��� �^ SfD ALL I-- --P • 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 respon- sibility of the homeowner unless otherwise stated on this contract. 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 129-2493,30'9 369, 4099 4899 50' & 60' Drawing Index: 1 of 18 PLAN VIEWS,OJCTURES, �� -16-05 2 of 18 ROOF FRAMING PLAN �C E% `S NOT r0 BF ' �'' 6-05 3 of 18 BUILDING SECTION A -A F Nis QO��`',� `„�*� c0'Di 05 4 of 18 DETAIL 1— TRUSS/COLUMN CONNECTION, PURLIN SUPPOR 5 18 DETAIL 2 KNEE BRACE �• �� „� 1- * p" -�--- of — -�PYR_-' 1-16- '0 eerON oRr �o`ARi`�� onAi'oN 6 of 19 SPECIFICATIONS & FOUNDATION o 7 of 18 POST/FOOTING SCHEDULE 121— 30' SP $25 REWA, D -735-6347 -�6 5 7 of 18 POST/FOOTING SCHEDULE 36' & 40' SP �9s AN I NFL hG COPYRF6P44't 5 7 of 18 POST/FOOTING SCHEDULE 48,&PA �1 �� �, �� -05 :00" 7 of 18 POST/FOOTING SCHEDULE 54' & PAN , "', '''''- �� ���, 6-05 N 10 of 18 ENDWALL FRAMING PLANS :'-CONNE ONSr, �1-16-05 �� "° ' ` '=�` ``- 11 of 18 OPTIONAL ENDWALL FRAMING 1-16-05 12 of 18 OPTIONAL ENDWALL FRAMING 1-16-05 13 of 18 SIDEWALL FRAMING 1-16-05 14 of 18 TRUSS BRACING & POST LAMINATIONS 1-16-05 15 of 18 TRUSS WEB BRACING 1-16-05 16 of 18 LEAN-TO FRAMING PLANS 1-16-05 17 of 18 LEAN-TO BEAM SCHEDULE & FOOTING 1-16-05 18 of 18 LEAN-TO BEAM CONNECTIONS 1-16-05 THE ATTACHED DRAWINGS DESCRIBED UNDER MY PROFESSIONAL ENGINEER -9 18067 VE INDEX ARE BEING SUBMITTED 1E STATE OF WASHINGTON EXPIRES f L" 2-T ` W 1 ENGINEER: DANIEL WAMBEKE, P. E., 2913 EAST 61ST COURT, SPOKANE, WA 99223 PHONE: 509/443-6186 FAX: 509-448-6582, dwambeke@msn.com or oz I 'I'D 1 00 o X ' X CLI 0i LLJ I LL1 0 0 D :D '-0'TO 50,_0a ROOF FRAMING PLAN `-WOOD COLUMNS SEE SCHEDULE o iesrsR� ti s`rjDNAL �� EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ROOF FRAMING PLAN WAMBEKE -16-OS APPROVED I SCALE SSI.02 NTS 'E\ DOUBLE TRUSSES `4_© W L7 A_ LE TRUSSE M,© SINGLE TRUSS PLAN VIEW N.T.S. NOTES FOR FLOOR PLAN �1 INTERI❑R FRAME WOOD POSTS, POST SCHEDULE, �2 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) r 1N: o�_.� `rjONAL EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW DRAWN BY -16-05 1 SS1.01 cre c NTS 0 Z W J A W LSI q N A¢ (n A (n A 0 A a J 0 Ld .4 p J ti p J r -q O --I Z J .-. D W QJ' D WD W Q' J J • Z0 J • �0 J • . a. C) I X LL.L_LL. o o 0o 00 CU N a- o% (U C cL o% CU M -, x� (U ce W (� oW M 0 o M LIC) a Ld LL. > >�¢ �a- ¢ ¢ Za_ H w Z� H 1--1 Za (y) J f- J J~ '-'¢ J U D I �'( d U EL U EL )_ •O I'0 r o z0 O 'C) `° cj aO oo I (L1 CU (U N • �U (U CU Qj . r (,xll Lel (41 LJ (91 Ll • Lj qt NM D D 'E\ DOUBLE TRUSSES `4_© W L7 A_ LE TRUSSE M,© SINGLE TRUSS PLAN VIEW N.T.S. NOTES FOR FLOOR PLAN �1 INTERI❑R FRAME WOOD POSTS, POST SCHEDULE, �2 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) r 1N: o�_.� `rjONAL EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW DRAWN BY -16-05 1 SS1.01 cre c NTS BUILDING SECTION EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION -16-05 SCALE SSI.03 NTS PURLIN CONNECTI❑N METHODS 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 W/(2) 16d NAILS INT❑ EACH PURLIN. C). PURLINS MAY BE LAPPED ANDNAILED W/C3) 16dNAILS. ON CONNECTI❑N METHODS 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. P M f y'� Nt fCT1ON P MeT �DNBeCT10 N NOTES FOR C❑NNECTI❑N DETAIL TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER ydD �:cS1,CTION S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 NAIL STRUT TO TOP CHORD W/(3) 16d S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. SS WOOD POST, SEE P❑ST/FO❑TING SCHEDULE. S6 4 - 40d GALV, NAILS IN PRE -DRILLED HOLES OR 3/4'0 MACHINE BOLT S7 SOLID BLOCKING AT CONNECTION POINTS. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT Sl 4 - 16d NAILS OR 3/4'0 M. BOLT EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS -COLUMN CONNECTION WAMBEKE 11-16-05 NTS SSI.04 C3 M DETAI N� s aC ADOco TY * RACE NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS S2 TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST/FOOTING SCHEDULE S5 4 - 16d GALV. NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON POST/FO❑TING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES, 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTI❑N = USE 3/4'0 THRU BOLTS, EACH LOCATION. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN & TRUSS -16-05 SCALE SSI.05 NTS REV. BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003) AND ALL STATE & 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 INSULATION. * 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. 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. 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, 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 „ in NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDUI 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING m �0 UNDISTURBED S❑IL OTING DETAIL FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2 LONG METAL TO WOOD ��cJa o S,r°�� FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKE OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE C 4TED2=ao o E U N WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DET E NED � � � � $ BY ASTM A1557, METHOD D. Z ;o����, P �rn TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER RE sREDZ'o> o TO PRACTICE IN THE STATE IN WHICH THE BUILDING WILL BE CONSTRUCTED. 9 _w �m�c TRUSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF Fflf ° _ BOTTOM CHORD DEAD LOAD = 1 PSF 'yj' i rY * N.T.S. Rv k 719 ZONAL EXPIRES 12/29/07= SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SPECIFICATIONS & FOUNDATION REV. WAMBEKE a-16-05 SSI.06 NTS POST/FOOTING SCHEDULE 12' - 24' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 10'-0" 6" X 6" 18" X-91 NO 0.20 10'-0" 12'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 14'-0" 6" X 6" W/2" X 6" 18" 3'4" NO 0.20 1 0'-0" 169-O" 6" X 8" 20" 3'-0" NO (\ 10'-0" 18'-0" 6" X 10" 20" 3'-0" NO �ao�V 0.24 ,y 10'-0" 20'-0" 6" X 10" 21" X -V ,� NO a �f 01 12-0" 8'-0" 6" X 6" 26" 3'-0" NO t • o 6 =` ; 12-0 101-011 61@ X 6 26 3-0 N I? m u�rON .. 12-0 12.-0.. .. .. .. .. 6 X 6 W/2 X 6 . 26. 3.-0.. Z N T a, XVp GS 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" NO � "d- Gey 12-019 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'4" NO 12-0 18'-0 6 X 8 W/2 X 6 26 X-011 NO ,, 0.29 12'-0" 201-0" 6" X 10" W/2" X 6" 26" 3'-2" NO NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X V-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". VMI jo L t[ EXPIRES 12/29/07 _= SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPAN WAMBEKE 1-16-05 1 eaaonvcn I cru c a SSI.07A NTS POST/FOOTI NG SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, 10'-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.29 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.29 10'4" 12'-0" 6" X 6" W/2" X 6" 26" 3'•0" NO 0.29 10'-0" 14'-0" 6" X 6" W12" X 6" 26" 3'-0" NO 0.29 10'-0" 16-0" 6" X 8" 26" 3'-0" NO 0.35 10'-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.35 10'-0" 20'-0" 6" X 8" W2" X 6" 26" 3'-0" NO 0.35 10'-0" 22'-0" 6" X 10" W/2" X 6" 26" 3'-2" NO 0.35 10'-0" 24'-0" 6" X 11" 26" 3'-3" NO 0.38 12-0" 8'-0" 6" X 6" 28" 3'-0" NO 0.35 12-01; 101-0;; 6!l X 6;; 281' 3;-011 NO 0.35 12-0 121-0" Vl X 6" W/2 X 6 �� 28,@ 31.0" NO 0.35 12-01114 -0 6 X 8 28 V.0" NO 0.41 12-0" 16'-0" 6" X 8" W12" X 6" 28" 3'-0" NO 0.41 12-0" 18'-0" 6" X 10" 28" 3'-0" NO 0.41 12-0" 20'-0" 6" X 12" 28" X-0" NO 0.41 12-0" 22'-0" 6!'X 12" W/2" X 6" 28" 3'-2" NO 0.43 12-011 24'-0" 6" X 12" 2811 " 1 3'43 NO 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 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". 1�L DA '�18�g9 , ^.10NAL � EXPIRES 12/29/07 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 30' SPANS BY APPRaVEB ho-ui ALE SSI.078TS POST/FOOTING SCHEDULE 36' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD 10'-0" 8'-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 10'-0" 6" X 6" 28" 3'-0" NO 0.35 10'-0" 12'-0" 6" X 6" W/2" X 6" 28" 3'-0" NO 0.35 10'-0" 14'-0" 6" X 6" W/2" X 6" 28" 3'-0" NO 0.35 10'-0" 16'-0" 6" X 8" 28" X-0" NO 0.41 10'-0" 18'-0" 6" X 8"W/2" X 6" 28" 3'-0" NO 0.4 10'-0" 20'-0" 6!'X 10" 28" 3'-0" NO 0. R la -al t " 22 n X 10n W/2tt X 6n " 28 t -0tt 31-011 NO p x 10'-0" 24!-0" 6tt X 10" W/211 X 611 28tt 3t-2" YES 9 12-0" 8'-0" 6" X 6" 32" 3'-0" NO m 124" 10'-0" 6" X 6" 32" 3'-0" NO o 9 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3'-0" NO 0. �Fti 12-0" 14'-0" 6" X 8" 32" X-0" NO 0. 12-0" 16'-0" 6!X 8" W/2" X 6" 32" 3'-0" NO 0.44 12-0" 18'-0" 6" X 10" 32" X-0" NO 0.44 12-0" 20'-0" 6" X 10" W/2" X 6" 32" 3'-0" NO 0.44 12-0" 22'-0" 6" X 12" 32" 3'-2" NO 0.47 12-0" 24'0" 6" X 12" W/2" X 6" 32" 3'-3" NO 0.49 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". 0 a -0 o d� n o � o�\�oboc, y a� TY L��\ lS EXPIRES 12Z29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36' SPANS c16-05 SSI.07C NTS POST/FOOTING SCHEDULE 40' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA "T' REQUIRED VOLUME YD 10'-0" 8'-0" 6" X 6" 30" 3'-0" NO 0.41 10'-0" 10'-0" 6!'X 6" 30" 3'-0" NO 0.41 10'-0" 12'-0" 6!'X 6" Wl2" X 6" 30" 3'-0" NO 0.41 10'-0" 14'-0" 6" X 6" Wl2" X 6" 30" 3'-0" NO 0.41 10'-0" 16'-0" 6" X 8" 30" 3'-0" YES 0.41 10'-0" 16'-0" 6" X 8" Wl2" X 6" 30" 3'-0" NO 0.41 101-0" 18'-0" 6" X 8" Wl2" X 6" 30" 3'-0" NO 0.41 10'-0" 20'-0" 6" X 10" 30" 3'-0" NO 0.41 10'-0" 22'-0" 6" X 10" Wl2" X 6" 30" 3'-0" NO 0.41 10'-0" 24'-0" 6" X 12" 30" 3'-2" YES 0.43 124" 8'-0" 6" X 6" 33". 3'-0" NO 0.47 12-0" 10'-0" 6" X 6" 33" 3'-0" NO 0.47 12-0" 12'4" 6" X 6" WIZ" X 6" 33" 3'-0" NO 0.47 12-0" 14'-0" 6" X 8" 33" 3'-0" NO 0.47 12-0" 16'4" 6!'X 8" W/2" X 6" 33" 3'-0" NO 0.47 12-0" 18'-0" 6" X 10" 33" 3'-0" NO 0.47 12'-0" 20'-0" 6" X 10" W/2" X 6" 33" 3'-0" NO 0.47 12-0" 22'-0" 6"X 12" 33" 3'-2" NO 0.49 12-0" 1 24'-0" 16.X 12" Wl2" X 6" 33" 1 3'-2"1 NO 1 0.57 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". 14 v O 0 T 8Tao- � s`rIONAL EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 40' SPANS BRAWN BY I DATE WAMBEKE _I6-05 e000 1— acru c SSI.O/ D RM POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T" REQUIRED VOLUME, 10'-0" 8'-0" 6" X 6" 34" 3'-0" NO 0.55 10'-0" 10'-0" 6" X 6" 34" 3'-0" NO 0.55 10'-0" 12'-0" 6" X 6" W/2" X 6" 34" X-0" NO 0.55 10'-0" 14'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 101-011 16'-0" 6" X 8" 34" 3'-0" YES 0.55 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" Y-0" NO 0.55 10'-0" 18'-0" 6" X 8" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 20'-0" 6" X 10" 34" X-0" YES 0. 10'-0" 22'-0" 6" X 10" W/2" X 6" 34" 3'-0" NO 10'-0" 24!„0,. 6" X 12" W/2" X 6" Us 3.-0.. YES � �... 12-0" V-0" 6" X 6" 36" 3'-0" NO_-- 12-0" 10'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO A2 mnG 12-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0_ 2 12-0" -0 14'" 6" X 8" 36" 3'-0" NO 12-0" 16'-0" 6" X 8" W/2" X 6" 36" 3'-0" NO �f 12-0 18'-U' 6 X 10@1 Wes T-011 YES 0. T T 12-0" 20'-0" 6" X 10" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 22'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO 0.65 12-0" 24'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO 0.65 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM—FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM—FIR #�2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". 1p'p�17071 EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS BRAWN BY h DATE WAMBEKE -16-05 NTS SSI.07E J zS i. T Z i; H rti O T•4 1 1p'p�17071 EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS BRAWN BY h DATE WAMBEKE -16-05 NTS SSI.07E NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH POST/FOOTING SCHEDULE 54' TO 60' SPANS, 30 & 40 PSF LIVE LOAD 2" X 6" LAMINATIONS. COLUMN FOOTING KNEE BRACE CONCRETE POST SPACING "H" W X D "B" DIA. "T' REQUIRED VOLUME, 10'-0" 9-0„ X 611 611 36„ T-9' NO 0.62 10'-0” 10'-0" 6" X 6" 36" 3'-0" NO 0.62 10'-0" 12'-0" 6" X 6" W/2" X 6" 36" T-0" NO 0.62 101-0" 14'-0" 6„ X 8„ 3615 3'-0„ NO 0.62 10'-0" 16'0" 6" X 8" W/2" X 6" 36" T-Ul NO 0.62 10'-0" 18'-0" 6" X 10" 36" 3'-0„ NO 0.62,8:' 10'-0" 20'-0" 6" X 10!'W/2" X 6" 36" X-0" YES 0. 10 -0 22 -0 6" X 10 W/2 X 6 if 36'� T -U' NO 10'-0" 24'-0" 6 X 12'' 36 31-7l YES 124" 8'-0" 6" X 6" Z' 124" 10'4" 6" X 6" W/2" X 6" 40" 3'-0" NO za 12-0" 12'-0" 6" X 8" 40" T-0" NO 12-0„ 1N -a, 6„ X 8„ W/2" X 6" 4Q" 3'-011 NO 12-021 16'-0„ 6„ X 81'W/2" X 6" 4011 3'-0„ NO 0, filF9 124" 18'-0" 6!'X 10" TV" T-91 YES 0.70 12-0" 20'-0" 6" X 19'W/2" X 6" 40" 3'-0" NO 0.70 12-0" 27-0" 6" X 12"W/2" X 6" 40" T-0" NO 0.70 12-0" 2N -U' 6!'X 12" W/2" X 6" 40" 3'-2" NO 0.73 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS WITH 2" X 6" LAMINATIONS. 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH CUT HEM -FIR #2 TREATED POSTS UP TO 16'-0" WALL HEIGHT. ABOVE 16' WALL HEIGHT, ENDWALL POSTS SHALL BE 6" X 8" ROUGH CUT HEM -FIR #2 POSTS. 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A MINIMUM OF 20"0 X 3'-0" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16 WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". 'S'po' � ti Z 2W afi7 m C'*3 �o �v 1��\ EXPIRES 12 29 �% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 60' SPANS BY -16-22ASSI.07F NTS 12 S3 20' 0" MAXIMUM 16d NAILS GABLE END TRUSS 2' X 6' X 18' BOLTING BLOCK SINGLE OVERHEAD DOOR FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION 65HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF -L #2 S4 2' X 8' FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT 8 - 16d NAILS CORNER POST ' X 18' G BLOCK DETAIL 3 TYP, GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS - 16d NAILS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS DRAWN BY WAMBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.10 REV. DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS S1 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 2 S3 2' X 6' HEADER S4 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 SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. 1�L �O 0 F `�,�18 ti �jONAL et EXPIRES 12/29/07 — 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE fAMBEKE-16-05 PPRUVED sCAL-E SSI.12 NTS DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS S1 HALF TRUSS DESIGN BY OTHERS S2 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 2 S3 2' X 6' HEADER S4 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 SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. a N T C, >`oo 0 a ;vxwr= gA tiff, n i 0 Z f ry of o i8P7- 0 L � EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN HT DATE REV. fAMBEKE -16-05 PPROVEDSCALE SSI' 1 2 NTS ❑ ERNEAD DOOR I11 11 I SLIDING DOOR ❑PENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATI❑N N.T.S. S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING D -rMr-ATCn OMC 7 TYPICAL GIRT CONNECTION V, NAILS EACH GIRT (FLAT) ai er�� 180 7 0NAL� EXPIRES 12/29/07 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING 1605 SSI.13 NTS Doll'r n. lJ9 scop o aC �m v3 ai er�� 180 7 0NAL� EXPIRES 12/29/07 1 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING 1605 SSI.13 NTS S1 S3 S2 Y S4 TYPICAL J BUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING N.T.S. S1 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES S3 2' X 4' X -BRACING @ 10' 0' O.C. 0i S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. rF-_-N TOENAIL BRACES 3 - 1❑d lMAILS TO TRUSSES WIT 16d NAI III 6", 8" OR 10" POST GIRTS (TYP,) III METAL SIDIN z tl. THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, 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) x EAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEED r ENDWALL STEEL, 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALI x FIELD SCREWS, #10 x 1 1/2' 8 9' O.C. (NEXT TO HIGH RIB) • BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' Q BOTH SIDES OF EACH MAJOR RIB. 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❑❑TING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN DIAPHRAGM SCREWS DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS EAVEABL.LRD13O PEADERSINSON ABROOEND TRUSS TOP CHORD, IDGE NOTED ABOVEREWSI TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N.T.S cs' O?7 ssjONAL J� EXPIRES 12/T9_/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS BRACING do POST LAMINATIONS BY _16^05 1SSI.14 NTS Spy o o 0Sim v o�m r� i v m oo A oo� �� o � n 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❑❑TING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN DIAPHRAGM SCREWS DIAPHRAGM SCREWS 2 ENDWALL BASE GIRT ACROSS EAVEABL.LRD13O PEADERSINSON ABROOEND TRUSS TOP CHORD, IDGE NOTED ABOVEREWSI TYPICAL SCREW PATTERN, EXCEPT AS STEEL SHEETING SCREW PATTERNS N.T.S cs' O?7 ssjONAL J� EXPIRES 12/T9_/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS BRACING do POST LAMINATIONS BY _16^05 1SSI.14 NTS 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 THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES V X 4' OR 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB 10d NAILS @ 6' D.C. ' X 6' ❑ R 2' X 8' L -BRACE TRUSS WEB MEMBER SECTION B -B AT INTERIOR TRUSSES i'. d NAILS r BRA r m� s , ��� z� _� CI �am ' ✓�\ o `A' RSS MEMmr� �^ M.1 S E CT I 9 13� T GABLE N&LROSS Nk-Tav ZN e O ; 18 s e 0NAL� EXPIRES 12/29�% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS WEB BRACING -16-04 1SS1.15 NTS PURl1N SIZES AND SPACDIIi USE 2' X 6' DF -L 112 Q 2' 0' D.C., 8' BAYS USE 2' X 6' DF -L •2 0 2' 0' O.C., 10' BAYS USE 2' X 8' DF -L •2 Q 2' 0' O.C., 12' BAYS PURLJN CONNECTION YEIH00 PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIIPSON .JOIST HANGERS OR EQUAL NOTES FOR LEAN TO GIRTS GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. BUILDING LEAN TO'S MAY BE OPEN OR ENCLOSED USE 2' X 6' DF -L •2 GIRTS 8 2 0. O.C. FOR 8' I USE 2' X 6' DF -L 112 GIRTS 8 2' 0. O.C. FOR 10' USE 2' X 6' DF -L N2 GIRTS ! 2' 0' O.C. FOR 12' NOTES FOR OEM TO CONNECTION DETAIL ® NANIFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ® TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE ® 3/4' DIA MACHINE BOLT ®2' X 6' X 24' DF -L CONNECTION BLOCK PROVIDE BLOCK EACH SIDE OF POST. ® TYP. PURLIK SEE CHART AT LEFT FOR SIZES ® 2' X 6' OR 2' X 8' EAVE GIRT ©2' X 6' DF -L GIRTS it 24' OC. TYPICAL 8', 10' OR 12' BAYS ® 6' X 6' FULL SIZE LEAN TO POST ®16d NAILS LEAN-TO RAFTERS - SEE CHART i SECTION A -A LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE Krs EXPIRES 12/279 0% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO FRAMING PLANS DRAWN BY I DATE REV. WAMHEKE -16-05 SS1.16 eceo n cru r NTS 0 Ty�U' �a mIU >N J -'OO 7+ ��\, SCQm p GT L O =1 V: TY LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE Krs EXPIRES 12/279 0% SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO FRAMING PLANS DRAWN BY I DATE REV. WAMHEKE -16-05 SS1.16 eceo n cru r NTS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003) 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 Fc = 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 ksi. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 A" LONG METAL TO WOOD FASTENERS. WALL PANELS SH .W -BE - FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR LONGER METAL TO WOOD F TIERS.,. PANELS SHALL BE INSTALLED & FASTENED ACCORDING TO THE MANUFACTURER' RECOMMENDATIONS. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE C �RAED iVITR�Sd� VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINEDSTM=Al5�111 METHOD D. IF THE BACKFILLED MATERIAL HAS A DEPTH GREATER THAN 6", _ BE VERIFIED BY TESTING BY A QUALIFIED SOIL'S PROFESSIONAL. UNLESS SED THE PLANS, THE POSTS AND THEIR FOOTINGS MUST EXTEND INTO VIRGIN I� A DDp EQUIVALENT TO THAT INDICATED ON THE PLANS. — z sa�N�m m _ 10 /Tv NOTES FOR F❑❑TING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDUL 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING m UNDISTURBED S❑IL FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS WA & ID LEAN—TO SPECIFICATIONS & FOOT DRAVN BY I DATE WAMHEKE —16-05 SS1.0618C —1— NTS NOTES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING ®3 UNDISTURBED SOIL S TA 1.:.1 SQUARE OR ROUND FOOTING DETAIL N.T.S. �AmxFrF�� vo� � =s ym t 0�S 18sr7 j0NAL EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE do FOOTING —16-05 1 SSI.17 TIP AFTER 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' 8, 0' r 30 2 - 2' X 8' 2' X 8' • i P, n, 30 2 - 2' X 10' 2' X 10' 81 p• 8/ p• 40 2 - 2' X 8' 2' X 8' 81 p• 10, ol 40 2- 2' X 10' 2' X 10' ' 40 2 - 2' X 10' 2' X 10' • 81 p• 30 2 - 2' X 10' 2' X 10' • IQ r 30 2 - 2' X 10' 2' X 10' I 30 2 - 2' X 12' 2' X 12' ' • 8' p• 40 2 - 2' X 10' 2' X 10' • 10, ol 40 2 - 2' X 12' 2' X 12' r 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8' 12, ' 81 01 30 2 - 2' X 12' 2' X 12' ' 0110, ol 30 2 - 2' X 8' &. 2 - 2' X 6' BOX 2' X 12' & 2' X 8' • ip, o, 30 2 2'X10'&2-2'X6'BOX 2'X12'&2'X8' r 81 p• 40 2 - 2' X 8' & 2 - 2' X 6' BOX 2' X 12' & 2' X 8'_, • 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2'' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X 12' „� 14, r 81 p• 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X N A 12' & 0'14 r r 3p 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' 102 of 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X i•1 • 8' p• 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X- o ' 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X i DF • 11 P, n 40 2 — 2' X 12' & 2 — 2' X 6' BOX DF—L #1 2 — 2' X " '>DF-lZ-* ' nd ' 8' 0' 30 30 2 2 - 2' - 2' X X 12' 12' DF -L. & 2 S. STRUCT, - 2' X 6' BOX 2' 2 X - 12' S. S;RMI 2' X 1 l g 'N 1pi ON 30 2 — 2' X 12' & 2 — 2' X 6' BOX DF—L #1 2 — 2' X 12 S. . W p• 2 - 2' X 12' & 2 - 2' X 6' B❑X 2 - 2' X 12' 1 ' witol ol 40 12-2'X12'&2-2'X6' BOX DF—LS.S2 — 2' X 12' DF - i i r 40 14-2'X12'&2-2'X6' BOX DF—LS.S2 — 2' X 12' DF—L S.S. NOTES FOR FOOTING DETAIL S1 TREATED POSTS AS SIZED PER SCHEDULE 2 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING ®3 UNDISTURBED SOIL S TA 1.:.1 SQUARE OR ROUND FOOTING DETAIL N.T.S. �AmxFrF�� vo� � =s ym t 0�S 18sr7 j0NAL EXPIRES 12 29 07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE do FOOTING —16-05 1 SSI.17 TIP w w as w w 10 NAIL @ 10' O.C. 2' X 6' FULL WIDTH SIMPSON JOIST HANGER 2'X6'❑R2'X8'PURLIN 2' X 8' 2' X 10' 0 2' X 12' VERTICAL MEMBERS — SEE CHART SECTION A - A STANDARD RAFTER DETAILS T"MSON J❑IST HANGER 6' ❑ R 2' X 8' NAIL @ 10' O.C. c A o c A iu UR C'' X 12' VERTICAL MEMBERS —SEE CHART SECTION A - A BOX BEAM DETAILS w Li M x w Li PA NAIL @ 10' ❑.C. 6d NAIL @ 10' O.C. 2' X LAMINATED T❑ ENDWALL RAFTER WHERE 2' X 8' 2' X 10' OR 2' X 12' REQ'D — SEE CHAR ENDWALL RAFTER — SEE CHART SECTION A - A STANDARD ENDWALL RAFTER DETAILS L O '18gTSR89 s`SIONAL -C EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM CONNECTIONS DRAWN BY i DATE WAMBEKE —16-05 A-11rn I —A. r 0 SSI.18 in &I w w w 6d NAIL @ 10' O.C. j-�SIMPS❑N J❑IST HANGER 2' X 6' FULL WIDTH — 2' X 6' OR 2' X 8' PURLIN W W w F -- H CL w W \W A 1/2' `2' X 8' 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A STANDARD RAFTER DETAILS cT"cS❑N J❑IST HANGER 6' OR 2' X 8' PURLIN x Li w x Li Li 6d NAIL @ 10' D.C. 6d NAIL @ 10' O.C. 2' X LAMINATED T❑ ENDWALL RAFTER WHERE 2• X 8' 2' X 10' OR 2' X 12' REQ'D - SEE CHAR ENDWALL RAFTER - SEE CHART SECTION A - A STANDARD ENDWALL RAFTER DETAILS SPS N m lJ CSIT NAIL @ 10' ❑ C c A o n i� uR �' X 12 - ME VERTICALc EMBERS SEE CHART ��-e r _ SECTION A - AK-- BOX BEAM DETAILS 4-- �0?&_ ^S`rj0NAL� EXPIRES 12/_2_9f07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM CONNECTIONS WAMBEKE a-16-05 —1— . SS1.18 NTS MOTES FOR LEAN TO CONNECTION DETAIL 1 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ® TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE. 03/4' DIA. MACHINE BOLT - NOT REO'D ON ENDWALLS ® 2' X 6' X 24' DF -L CONNECTMN BLOCK PROVIDE BLOCK EACH SIDE OF POST. ® TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. ® 2' X 6. OR 2' X 8' EA V E GIRT (5 2' X 6' DF -L GIRTS 0 24' O.C. TYPICAL 8', 10' OR UY BAYS ® 6' X 6' FULL SIZE LEAN TO POST ®16d NAILS ®LEAN-TO RAFTERS - SEE CHART & SECTION A -A PURLIN CONNECTION METHOD PURLS WILL BE ML114G FROM LEANINTO RAFTERS SIMPSON EQUAL PURLINS TO BE SPACED ! 16' O.C. HALF OF LEAN-TO SPAN UPPER TO RESIST SNOW DRIFT LOAD � � z mi.p��Wry 3P� LEAN-TO ADDITION TO POST FRAME IAt STEP DOWN LEAN-TO ROOF KY.& 'W �_ 04 18107p- 1 80 �7 Cs OI:ISISno slONAL EXPIRES SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS STEP-DOWN LEAN-TO FRAMING PLANS DRAVN WAMBEKEBY -16DATE-05 SSI.16 ;/I I NTS 5' 10 GA, HRS STEEL SIDES \ 4' a O N ° ° 1/4' X 3' X 6 1/4' MAIN BUILDING °STEEL BOTTOM PL POST co _ o ,�I TWO 5/8'0 M. u 2r 1 1/8' BOLTS THRU POST 9' STEEL POST ATTACHMENT BRACKET LEAN-TO RAFTERS 2' X 10' MSR 2,250f -1.8E - 12' BAYS 2' X 10' MSR 1,950F -1,7E - 10' BAYS TWO 2" FILLERS NOTCH 2' X 10" TO SEAT IN BRACKET 5/8'0 M, BOLT THRU RAFTER 4 - 30d NAILS 6' X 6' P. T. LEAN-TO POST �N S X 4' S❑LID EXPIRES 12/29/07 d yo N m� Z /0� EXPIRES 12/29/07 NOTES FOR CONNECTI❑N DETAIL S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER (o PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/C3> 16d NAILS S3 OVERHANG EAVE PURLIN S4 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. S5 WOOD POST, SEE P❑ST/FO❑TING SCHEDULE. S6 2' X 6' OR 2' X 8' JACK RAFTER NAIL TO SIDE OF TRUSS TOP CHORD S7 2 - 10d NAILS @ 6' O. C. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' EAVE GIRT EAVE OVERHANG DETAIL Gj NOT l �\ rO TM nL'RepsC" RSPIC,'NHJTXV OFI6 DrSL'-i'f'-e.TMAY OPYRIGHT PRC)T'_ 1 xV EPORT COPYRIGHT 'vIOLATIONd ' I CALL 1-8UU-735-5347 $25 REWARD FOR REPORTING T QA AN ACTUAL COPYRIGHT @ i INFRINGEMENT EXPIRES 12/29/07 v P-1 UTRIGC r,QRi F TRI JSS OVERHANG @ E cs N o Z Sr'o a 12"` � Z4' EAY 0�/ERHA � �,ow�� TOP GIRT SIZE: 1 30 PSFf 0 YP 10' BAYS 2" X 8''! 2" `, " I ACT " 12' BAYS 2„X 1 „, XP`'T 2 :,` 1LA Q1' 0 $25 nFWARD FOR REPORTING AN ACTUAL COPYRIGHT / 9 INFRINGEMENT � SEND COLUMN EXPIRES 12/29/07 I ul uil\ 1 CENTER COLUMN OVERHANG @ E cs N o Z Sr'o a 12"` � Z4' EAY 0�/ERHA � �,ow�� TOP GIRT SIZE: 1 30 PSFf 0 YP 10' BAYS 2" X 8''! 2" `, " I ACT " 12' BAYS 2„X 1 „, XP`'T 2 :,` 1LA Q1' 0 $25 nFWARD FOR REPORTING AN ACTUAL COPYRIGHT / 9 INFRINGEMENT � SEND COLUMN EXPIRES 12/29/07 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 .-10'� REVIEWEDrOR COD COMPLIANCE SPOKANE VALLE'% BD DIN MSION "TTi V -O-'7