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2007, 10-25 Permit App: 07003904 Pole BuildingProject Number: 07003904 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/25/2007 Page 1 of 2 Project Information: Permit Use: 32 X 48 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: 002392 Name: SKYVIEW ACRES ADD District: Sout Parcel Number: 45284.1315 Block: SiteAddress: 2803 S BOWDISH RD Location:: CSV Lot: Owner: Name: BONIN, JOSEPH A & CATHERINE Address: 2803 S BOWDISH RD SPOKANE, WA 99206-5934 Zoning: UR -3.5 Urban Residential 3.5 Water District: 101 SPO CO WATER DIST#3B Hold: El Area: 13,500 Sq Ft Width: 90 Depth: 150 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 10/23/2007 By: tmelbourn Landuse/Zoning/HE Conditions Permits: Released By: Max square footage has been met. Originally Released: 10/24/2007 By: tschmidt Operator: JD Printed By: jmm Print Date: 10/25/2007 Project Number: 07003904 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/25/2007 Contractor: SPOKANE STRUCTURES INC Address: 510 N MULLAN RD SPOKANE, WA 99206 Building Height 17 Building Permit Firm: SPOKANE STRUCTURES INC Phone: (509) 927-0655 Building Characteristics Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Permit Type Building Permit This Application: Sq Ft Valuation 1,536 $29,184.00 Totals: 1,536 $29,184.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount Invoice Amount $556.69 $556.69 $556.69 $556.69 Total Project: Si Ft Valuation 1,536 $29,184.00 1,536 $29,184.00 Fee Amount $441.75 $110.44 $4.50 Amount Paid $0.00 $0.00 $556.69 Amount Owing $556.69 $556.69 Page 2 of 2 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: 10/25/2007 Spokane Valley Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevallev.ore PERMIT NUMBER: ,917 PERMIT FEE: "g New Construction Addition/Remodel Other: 1 Accessory Bldg Deck SITE ADDRESS: A 803 So. -3 (..9-1.• t+ , k-ALAPE--: 1r14 -1-2-67-y 144 ASSESSORS PARCEL NO: 62 ati. /315 LEGAL DESCRIPTION: Building Owner: _ = DIMENSIONS: .2'f/3?% A LKs )1- AV/ NamegtP S /c4:riLisAfir& bo 1//4/ Address:0z 903 se. ib 0 cie,Dt.s04 citYSez44.4, a I.- State: &A. Zip 9441 y Phone: IA 4 .... ,721.0 aw • -.gdf- 18.61 Contact Person Name: 1 4 P 1_1 v 47-2. Phone: 1,2.7 -O4S S ff Describe the scope of work in detail: evs7- „E. -04444e Ltv Contractor: _ = DIMENSIONS: .2'f/3?% A LKs )1- AV/ Name: SPOKANE STRUCTURES INC TOTAL HABITABLE SPACE: /34l Address: , . 51 0 N. MULLAN ROAD 2 FLOOR SQ. FTG: City: State: RPC1KANF. VAT,T,RY WA Zip: qq2DE Phone: Fax: flq-q27--(")6 5 509 -q77 -4n62 Contractor Lic No: Exp Date: Crov 4s Li 2C 0 6 30% SLOPES ON P OPERTY: 1 /1 City Business Lic. No: /08 Cost of Project: $ A LA Proposed Use: 514-vp **************The followin MUST be e ********************** HEIGHT TO PEAK: /7' _ = DIMENSIONS: .2'f/3?% A LKs )1- AV/ # OF STORIES: / TOTAL HABITABLE SPACE: /34l MAIN FLOOR TO SQ. FTG: 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: / 3W 0g--- DECK/COV. PATIO SQ. FTG: 30% SLOPES ON P OPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWERyR 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 processed. SIGNATURE: Method of Payment: 0 Cash Bankcard #: Authorized Signature: REVISED 2/ 1 5/07 0 Check o Mastercard Expires: DATE: /6)(4-40EIVED BY CITY OF SPOKANE VALI EY 0 VISA our 2< 2607 VIN#: PERM ER BY: Spokane dValley® 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhaU@spokanevalley.org Residential Plan Submittal Minimums O 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. 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. ❑ Smoke detector locations O 22" X 30" attic access location ❑ 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 ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections O Foundation plan O Insulation information c701 PLANNING DEPT. PPROVED DATE: -//,) bC)(1 f 640 tf,' 5 CI•6o 1/4/4 r/ • / I 5 RECEIVED BY CITY OF SPOKANE VALLEY OCT 2 2 2001 BY: PERMI ENTER WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com October 20, 2007 Mr. Mark Plivelitch SPOKANE STRUCTURES, INC. 510 N. Mullin Road Spokane, WA 99206 SUBJECT: 24' X 24' X 10' POST FRAME BUILDING ATTACHED TO 32' X 24' X 14' POST FRAME BUILDING FOR JOE BONIN, 2803 SOUTH BOWDISH, SPOKANE VALLEY, WA Dear Mark: Spokane Structures sold this post frame building to Mr. Bonin for erection in Spokane Valley, WA using standard post frame building plans I have prepared for Spokane Structures. The building is designed for 40 PSF roof live (snow) load, 85 MPH wind speed, Exposure B, Seismic Design Category C, 2,000 PSF allowable sod bearing pressure and IBC 2006. The building has 12' post spacing and 4:12 roof trusses. I have reviewed the design of this building and checked it for the diaphragm design requirements used in development of the standard plans. The left endwall has no openings. 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 right endwall has an 18' x 8' overhead door. There is sufficient sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The common endwall has a 3' pass door. However, it will be necessary to install #12 x 5/8" stitch screws © 9" o. C. to all steel siding vertical side laps — this endwall only. The 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 with the above exception. Please feel free to contact me if you have any additional questions about the design of this building. 7 ( i cerely 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 RECEIVED BY CITY OF SPOKANE VALLEY T 2 20C1 PERM NTER BY: , it ai/ - Ownar's name • I A Home Phone G� /02 2 Work Phone Job address 4erl 3 Chs ��' Q 4� ��J� GU State 4(,�,_ Zip Mailing Address City State Zap DIRECTIONS TO .lab 3 a 4 22ops11 10 LEGAL DESCRIPTION Parcel No, SiSligif This Contract auboot to obtaining permit, 'Pemba will DO handled in x 5•�:,�. 11+1=Vc cry A S.tme P>=. � cast- P! as. 1 ql,4,7 -4e 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 tram happening and we use material from reputable companies. Also, imperfection in surtace level is unavoidable and therefore not gtre/anteed. SIDE WALL GABLE i • l W4, V WAS/ m. • f EXPIRES 1Lt L �f% 3 1 k 3tte"\. a. THIS ENDWALL ONLY! INSTALL #12 X 5B" @ 9" O. C. STITCH SCREWS IN ALL STEEL PANEL VERTICAL LAPS NOTE: Some things we unforeseeable in any building project. All contract figures are based upon the building site being accessible throughout the entire project and normal digging being possiblo. Any expenses incurred to overcome problems. whether underground or weather.eausgd, are the sole respon- sibility of the homeowner unless otherwise stated on this contract. ** Tf]TAL PAGE.04 ** 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' Drawing Index: 1 of 18 PLAN VIEW 2 of 18 ROOF FRAMING PLAN 3 of 18 BUILDING SECTION A -A 4 of 18 DETAIL 1- TRUSS/COLUMN CONNECTION, PURLIN SUPPORT 5 of 18 DETAIL 2 - KNEE BRACE 6 of 19 SPECIFICATIONS & FOUNDATION 7 of 18 POST/FOOTING SCHEDULE 12' - 30' SPANS 7 of 18 POST/FOOTING SCHEDULE 36' & 40' SPANS 7 of 18 POST/FOOTING SCHEDULE 48' & 50' SPANS 7 of 18 POST/FOOTING SCHEDULE 54' & 60' SPANS 10 of 18 ENDWALL FRAMING PLANS & CONNEC 11 of 18 OPTIONAL ENDWALL FRAMING 12 of 18 13 of 18 14 of 18 15 of 18 16 of 18 17of18 18 of 18 OPTIONAL ENDWALL FRAMING SIDEWALL FRAMING TRUSS BRACING & POST LAMINATIONS TRUSS WEB BRACING LEAN-TO FRAMING PLANS LEAN-TO BEAM SCHEDULE & FOOTING LEAN-TO BEAM CONNECTIONS 1-16-05 1-16-05 1-16-05 05 ��J�Z RES, -/S. i nossw.s 16* * =4,600 c usato"Ptn se AN no. S pp RPY PROP Q� tONS* 10 REPORT CO►CAL� -wo-ras•s a f► U $25 REWARD FOR REP :4,40;V: UAL C4�� ,� RINSEMNi6-O 1,l,, 1- • 0FD CED 1 �'- �...1 1-16-05 1-16-05 THE ATTACHED DRAWINGS DESCRIBED B inIE ABOVE INDEX ARE BEING SUBMITTED UNDER MY PROFESSIONAL ENGINEE M FbR,THE STATE OF WASHINGTON VrA Ilii. 1 EXPIRES 01(40' 1 PERM 'ENTER ENGINEER: DANIEL WAMBEKE, P. E., 2913 EAST 61STCOURT, SPOKANE, WA 99223 PHONE: 509/443-6186 FAX: 509-448-6582, dwambeke@msn.com RECEIVED BY CITY OF SPOKANE VALLEY OCT `? 2007 SPAN siDDUBLE TRUSSES NOTES FOR FLOOR PLAN 0 INTERI❑R FRAME WOOD POSTS, POST SCHEDULE. 0 GABLE WALL POSTS - 6" X 6" TYPICAL DOOR POSTS - 4' X 6' TYPICAL F❑❑TING DIMENSI❑NS - B = 1'-8'; D = 3'-0" MAXIMUM POST SPACING 12' 0' PURLINS @ 24' ❑.C., BEARING OR J❑IST HANGERS (TYPICAL) SINGLE TRUSS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS PLAN VIEW DRAVN BY DATE WAMBEKE ,I-16-05 APPROVED SCALE NTS SSI.01 CA 1-4 Z Z J J CLQ CL CL o CDk (2:: ! q) ! 00 Ox Cu ;k• J W LU 12'-0" TO 50'-0" ■ Y ROOF 'FRAMING PLAN ■ WOOD COLUMNS SEE SCHEDULE EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS ROOF FRAMING PLAN BRAUN DA WAMBEKEBY ,I-16TE-05 APPROVED SCALE NTS REV. SSI.02 4 NOTES FOR SECTION A—A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' U.C., 10' BAYS 2' X 6' @ 24' O,C., 12' BAYS DF—L #2 GIRTS FLAT @ 24' U.C. 0 CONCRETE FOOTING, SEE SCHEDULE 0 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS. l�.a! BUILDING SECT • SEE FOOTING DETAIL Ty 0 0 v 2 2 a x f N. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS BUILDING CROSS SECTION DRAWN BY VAMBEKE APPROVED DATE —16-05 SCALE NTS SSI.03 REV. PURLIN CONNECTION METHODS: A), PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPS❑N 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/(3) 16dNAILS, ON CONNECTION METHODS 'B' AND '0', TOENAIL BACK SIDE OF PURLIN W/(1) 16d NAIL INT❑ EACH TOP CHORD MEMBER IIIIIIIIIIIIIIIIIIIIIIV ''puRtzv .\..........t..,, ,OD A- TION i p MfTyoD NBf�T1oN 12• u,,lI HOD " CT QN NOTES FOR CONNECTI❑N DETAIL S1 TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTH OF TOP CHORD PLUS PURLIN, NAIL PURLINS W/(3) 16d NAILS 0 NAIL STRUT TO TOP CHORD W/(3) 16d S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PR❑VIDE TRUSS SEAT, ©WOOD POST, SEE P❑ST/FOOTING 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 DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N,T.S, EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS -COLUMN CONNECTION DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.04 REV. Si 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/FOOTING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES, 2), ALTERNATE KNEE BRACE/POST AND TRUSS/POST CONNECTION = USE 3/4'0 THRU BOLTS, EACH LOCATION. POST FRAME BUILDINGS, 12' TO 60' SPANS KNEE BRACE TO COLUMN & TRUSS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE 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 318-05. WOOD — STRUCTURAL LUMBER SHALL CONFORM TO DF—L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO TABLE 2304.9.1 (!‘ 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 FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOO FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GA OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLE FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SH WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSIT BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN TO PRACTICE IN THE STATE OF WASHINGTON. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 PSF OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF ry SP I D MAm ' r.c.) cal ng o m 01 2 o�\ao�on NOTES FOR F❑❑TING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE FULL BEARING UNDISTURBED SOIL TO OBTAIN FOOTING DETAIL N,T,S, EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SPECIFICATIONS & FOUNDATION - IBC 2006 DRAWN BY WAMBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.06 REV. 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, YD3 10'-0" 8'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-0" 10'-0" 6" X 6" 18" 3'-0" 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'-0" NO 0.20 10'-0" 16'-0" 6" X 8" 20" 3'-0" NO 0.24 10'-0" 18'-0" 6" X 10" 20" 3'-0" NO 0.24 10'-0" 20'-0" 6" X 10" 21" 3'-0" NO 0.27 12-0" 8'-0" 6" X 6" 26" 3'-0" 0000000 zzzzzzz i 0.29 12-0" 10'-0" 6" X 6" 26" 3'-0" 0.29 12-0" 12'-0" 6" X 6" W/2" X 6" 26" 3'-0" 0.29 12-0" 14'-0" 6" X 6" W/2" X 6" 26" 3'-0" 0.29 12-0" 16'-0" 6" X 8" W/2" X 6" 26" 3'-0" 0.29 12-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" 0.29 12'-0" 20'-0" 6" X 10" W/2" X 6" 26" 3'- " 0.35 J NOTE: \�\O * SPO, 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITU ,A. TS 2" X 6" LAMINATIONS. • „N b 2. ENDWALL POSTS SHALL BE 6" X 6" ROUGH , SEM �R POSTS UP TO 16'-0" WALL HEIGHT. ABOVE (6 tilt E t q ENDWALL POSTS SHALL BE 6" X 8" ROUGH HEIN js 3. FOOTINGS FOR ENDWALL POSTS SHALL BE A '�' UlVC�4F:: 3'—O" DEEP FOR WALL HEIGHTS TO 16'—O". •:'VE g «Yui FOOTINGS SHALL BE 24"91 X 3'-4" DEEP. t 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAM CONCRETE FLOORS (CONTRAINED POSTS). IF B CO�' °'WIC NOTA NCRETE FLOORS, INCREASE FOOTING DIAMETER &OOTli4 DEPTH X 4". > TV yy EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 12' TO 24' SPANS DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.07A POST/FOOTING SCHEDULE 30' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. 'T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 26" 3'-0" NO 0.29 10'-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.29 10'-0" 12'-0" 6" X 6" Wl2" X 6" 26" 3'-0" NO 0.29 10'-0" 14'-0" 6" X 6" W/2" 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 12" 26" 3'-3" NO 0.38 12-0" 8'-0" 6" X 6" 28" 3'-0" NO 0.35 12-0" 10'-0" 6" X 6" 28" 3'-0" NO 0.35 12-0" 12'-0" 6" X 6" W/2" X 6" 28" 3'-0" NO 0.35 12-0" 14'-0" 6" X 8 28" 3;-0" NO 0.41 12-0"16'-0" 6"X 8"W/2"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" 3'-0" NO 0.41 12-0" 22'-0" 6" X 12" W/2" X 6" 28" 3'-2" NO 0.43 12-0" 24'-0" 6" X 12" 28" 3'-6" NO 0.48 NOTE: 1. THE NEXT LARGER SIZE POST MAY BE SUBSTITUTED FOR POSTS 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". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE — 30' SPANS DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.07B REV. 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, YD3 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" 3'-0" NO 0.41 10'-0" 18'-0" 6" X 8'W/2" X 6" 28" 3'-0" NO 0.41 10'-0" 20'-0" 6" X 10" 28" 3'-0" NO 0.41 10'-0" 22'-0" 6" X 10" W/2" X 6" 28" 3'-0" NO 0.41 10'-0" 24'-0" 6" X 10" W/2" X 6" 28" 3'-2" YES 0.43 12-0" 8'-0" 6" X 6" 32" 3'-0" 000000000 zzzzzzzzz 12-0" 10'-0" 6" X 6" 32" 3'-0" 12-0" 12'-0" 6" X 6" W/2" X 6" 32" 3'-0" 12-0" 14'-0" 6" X 8" 32" 3'-0" • PYR C TPR( o 'I Psi 1 ".I y�C 5 QiVWIRa-T10 AN ACTUAL CC INFRINGEM 9j 9F/°9 12-0" 16'-0" 6" X 8" W/2" X 6" 32" 3'-0" 12-0" 18'-0" 6" X 10" 32" 3'-0" 12-0" 20'-0" 6" X 10" W/2" X 6" 32" 3'-0" 12-0" 22'-0" 6" X 12" 32" 3'-2" 12-0" 24'-0" 6" X 12" W/2" X 6" 32" T-3" 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'-O". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 36' SPANS DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.07C REV. 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, YD3 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" WI2" X 6" 30" 3'-0" NO 0.41 10'-0" 14'-0" 6" X 6" W/2" 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" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 18'-0" 6" X 8" W/2" 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" W/2" X 6" 30" 3'-0" NO 0.41 10'-0" 24'-0" 6" X 12" 30" 3'-2" YES 0.43 12-0" 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'-0" 6" X 6" W/2" X 6" 33" 3'-0" NO 0.47 12-0" 14'-0" 6" X 8" 33" 3'-0" NO 0.47 12-0" 16'-0" 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" 24'-0" 6" X 12" W12" X 6" 33" 3'-2" NO 0.57 IVUIt: 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'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 40' SPANS DRAVN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS REV. SSI.07D POST/FOOTING SCHEDULE 48' TO 52' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING_ "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 34" 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" 3'-0" NO 0.55 10'-0" 14'-0" 6" X 6" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 16'-0" 6" X 8" 34" 3'-0" YES 0.55 10'-0" 16'-0" 6" X 8" W/2" X 6" 34" 3'-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" 3'-0" YES 0.55 10'-0" 22-0" 6" X 10" W/2" X 6" 34" 3'-0" NO 0.55 10'-0" 24'-0" 6" X 12" W/2" X 6" 34" 3'-0" YES 0.55 12-0" 8'-0" 6" X 6" 36" 3'-0" NO 0.62 12-0" 10'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 12'-0" 6" X 6" W/2" X 6" 36" 3'-0" NO 0.62 12-0" 14'-0" 6" X 8" 36" 3'-0" NO 12-0" 16'-0" 6" X 8" W/2" X 6" 36" 3'-0" NO -0*2 12-0" 181-0" 6" X 10" 36" 3'-0" YES 'b628 12-0" 20'-0" 6" X 10" W/2" X 6" 36" 3'-0'" NO 4.,„') 0_`62 9 . < 12-0"20 1 " 22 -0 X X 6" 12" W/2" 6" 36" 1 "1 3 -2 NO ' �h��' � o �' 12-0" 24'-0" 6" X 12" W/2" X 6" 36" 3'-2" NO ,��,b' � o u-13 1 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 SHAWL BE A MINIMUM OF 20"0 X 3'-O" DEEP FOR WALL HEIGHTS TO 16'-O". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE - 50' SPANS DRAWN BY �AMBEKE DATE 1-16-05 D SCALE NTS SSI.07E REV. POST/FOOTING SCHEDULE 54' TO 60' SPANS, 30 & 40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T' REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 36" 3'-0" 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" 3'-0" NO 0.62 10'-0" 14'-0" 6" X 8" 36" 3'-O" NO 0.62 10'-0" 16'-0" 6" X 8" W/2" X 6" 36" 3'-0'" NO 0.62 10'-0" 18'-0" 6" X 10" 36" 3'-0" NO 0.62 10'-0" 20'-0" 6" X 10" W/2" X 6" 36" 3'-0" YES 0.62 10'-0" 22'-0" 6" X 10" W/2" X 6" 36" 3'-0'" NO 0.62 10'-0" 24'-0" 6" X 12" 36" 3'-2" YES 0.66 12-0" 8'-0" 6" X 6" 40" 3'-0" NO 0.70 12-0" 10'-0" 6" X 6" W/2" X 6" 40" 3'-0" NO 0 12-0" 12'-0" 6" X 8" 40" 3'-0" NO .740 S 0 12-0" 14'-0" 6" X 8" W/2" X 6" 40" 3'-0" NO©M 0.70 Tyn ,. 12-0" 16'-0" 6" X 8" W/2" X 6" 40", 3'-0," NO . f_ 0. i I 12-0" 18"-0" 6" X 10" 40" 3'-0" YES f/'c © . V 12-0" 20'-0" 6" X 10" W/2" X 6" 40" 3'-0" NO _ fY, "V- f 12-0" 22'-0" 6" X 12" W/2" X 6" 40" 3'-0" NO ma's all 12-0" 24'-0" 6" X 12" W/2" X 6" 40" 3'-2" NO -0.` 1Q: ' I: 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'—O" DEEP FOR WALL HEIGHTS TO 16'-0". ABOVE 16' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS POST FOOTING SCHEDULE -- 60' SPANS DRAWN BY DATE WAMBEKE ,1-16-05 APPROVED SCALE NTS SSI.07F REV. mop - FRONT ELEVATION! rn_ N.T.S. r. NOTES FOR FRONT ELEVATION S1 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2 `sF,f OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ":-�! S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' O,C., 10' BAYS, DF—L #2 2' X 6' GIRTS @ 24' O.C„ 12' BAYS, DF—L #2 0 2' X 8' FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE S6 TREATED RE TREATED 2' 6X 10' BOTTOM TOM GIRT DETAIL 3 TRUSS GABLE END USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS POST FRAME BUILDINGS, 12' TO 60' SPANS ENDWALL FRAMING PLANS & CONNECTIONS 12 4 12 3068 MANDOOR ❑PTI❑N 11 OPENING OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATIONS Si HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0' 0 2' X 6' HEADER 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. 0 DOUBLE 2' X 6' KINGPOST SPLIT SLIDER DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION 0 * SPO-- Jy2-2F s 0 0 ,tiltte Ty 8 2 N,T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS REV. SSI.1 1 DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS 0 HALF TRUSS DESIGN BY OTHERS 0 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS 2' X 12' BACKED WITH 2' X 6' UP TO 24' 0 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. S5 DOUBLE 2' X 6' KINGPOST SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION 4111 ♦' N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS OPTIONAL ENDWALL FRAMING DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.12 REV. OVERHEAD DOOR OPENING /% %($ 4\/ / / \\\//\/ / SLIDING DOOR OPENING TYPICAL SIDE ELEVATION NOTES FOR SIDE ELEVATION Si 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DO N.T.S. TREATED POST 4 - 16d GALV, NAILS EACH GIRT 2' X 6' GIRT (FLAT) TYPICAL GIRT CONNECTION EXPIRES 12/29/07 POKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS SIDEWALL FRAMING DRAWN DY DATE WAMBEKE 1-16T-05 APPROVED SCALE NTS SSI.13 REV. 1 TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS 0 DOUBLE INTERI❑R TRUSSES 0 2' X 4' X -BRACING @ 10' 0' O.C. 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O,C, SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d1NAILS hi 1" N.T.S. SHEATHING REQUIRMENTS 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' D,C, <NEXT TO HIGH RIB) * EAVE AND RIDGE PURLIN SCREWS, #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, * ENDWALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWS' #10 x 1 1/2' 2 9' O.C. (NEXT TO HIGH RIB) * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' #14 x 1 1/2' € BOTH SIDES OF EACH MAJOR RIB. 10" DIAPHRAGM SCREWS Ir. ENDWALL DOOR SCREWS & GABLEAENDGTRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS METAL SIDIN NAILING PATTERN FOR SIDEWALL POST LAMINATIONS NOTE! 2' X 6' LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FO❑TING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN IEXPIRES 12/29/07 N,T.S SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS BRACING & POST LAMINATIONS DRAWN BY WAMBEKE DATE 1-16-05 APPROVED SCALE NTS SSI.14 REV. TRUSS WEB BRACING INTERIOR OR GABLE END TRUSSES NOTES FOR TRUSS WEB BRACING: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ❑N TRUSS DRAWINGS AS THE METHOD ❑F TRUSS WEB BRACING SH❑WN ABOVE REPLACES 1' X 4' ❑R 2' X 4' WEB MEMBER BRACING FOLLOW THESE INSTRUCTI❑NS F❑R ALL WEB MEMBER BRACING T❑ REPLACE 'RAT -RUN' WEB >G! 10d NAILS @ 6' O,C, X 6' OR 2' X 8' -BRACE Od NAILS @ 6' ❑.C. X 4' L -BRACE TRUSS WEB MEMBER TRUSS SECTION B SECT AT INTERIOR TRUSSES AT GAB EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS TRUSS WEB BRACING REV. PURUN SIZES ANO SPACING USE 2' X 6' DF -L 112 2 2' 0. O.C., 8' BAYS USE 2' X 6' DF -L *2 2 2' 0' O.C., 10' BAYS USE 2' X 8' DF -L *2 2 2' 0' O.C., 12' BAYS PURUN CONNECTION AILING(' PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST HANGERS OR EQUAL. NOTES FOR LEAN TO CONNECTION DETAIL ® MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. ® TRUSS SUPPORT POST. SEE POST/FOOTING SCHEDULE ® 3/4' DIA. MACHINE BOLT 2' X 6' X 24' DF -L CONNECTION BLOCK. PROVIDE BLOCK EACH SIDE OF POST. ® TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. ® 2' X 6' OR 2' X 8' SAVE GIRT ®7 2' X 6' DF -L GIRTS 2 24' O.C.. TYPICAL 8', 10' OR 12' BAYS O 6' X 6' FULL SIZE LEAN TO POST 43D16d NAILS 4j LEAN-TO RAFTERS - SEE CHART & SECTION A -A NOTES FOR LEAN TO GIRTS GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. BUILDING LEAN TO'S MAY BE OPEN CR ENCLOSED USE 2' X 6' DF -L *2 GIRTS 2 2' 0' 6C. FOR 8' BAYS USE 2' X 6' DF -L *2 GIRTS 2 2' 0' O.C. FOR 10' BAYS USE 2' X 6' DF -L *2 GIRTS 2 2' 0' O.C. FOR 12' BAYS LEAN-TO ADDITION TO POST FRAME BUILDING CONTINUOUS ROOF SLOPE /LTA. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO FRAMING PLANS DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.16 REV. B' 0' TO 14' Cr SAVE HEIGHTS PURLIN CONNECTION METHOD PURLINS WILL BE HUNG FROM LEAN TO RAFTERS WITH STANDARD SIMPSON JOIST HANGERS OR EQUAL KLIEL PURLINS TO BE SPACED @ 16' O.C. UPPER HALF OF LEAN-TO SPAN TO RESIST SNOW DRIFT LOAD NOTES 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. © 3/4' DIA. MACHINE BOLT - NOT REQ'D ON ENDVALLS ©2' X 6' X 24' DF -L CONNECTION BLOCK. PROVIDE BLOCK EACH SIDE OF POST. ® TYP. PURLIN. SEE CHART AT LEFT FOR SIZES. ®2' X 6' OR 2' X 8' EAVE GIRT Q 2' X 6' DF -L GIRTS @ 24' O.C.. TYPICAL 8', 10' OR 12' BAYS 06' X 6' FULL SIZE LEAN TO POST 016d NAILS ® LEAN-TO RAFTERS - SEE CHART & SECTION A -A \P * SPO, LEAN-TO ADDITION TO POST FRAME BU STEP DOWN LEAN-TO ROOF NTS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS STEP-DOWN LEAN-TO FRAMING PLANS DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.16 REV. NOTES FOR F❑❑TING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING C3 UNDISTURBED SOIL FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE & FOOTING DRAVN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.17 REV. RAFTER SECTION CHART SPAN BAY SPACE LIVE LOAD PSF RAFTER SECTION SIZE OR COMBINATION ENDWALL RAFTER SECTION SIZE OR COMBINATION 8' 0' 8' 0" 30 2 - 2' X 8' 2' X 8' 8' 0' 10' 0' 30 2 - 2' X 8' 2' X 8' 8' 0'' 0' 30 2 - 2' X 10' 2' X 10' 8' 0' 13' 0' 40 2 - 2' X 8' 2' X 8' 8' 0' 10' 0' 40 2 - 2' X 10' 2' X 10' 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' 0' 10' 0' 30 2 - 2' X 10' 2' X 10' 10' 0' 1?' 0' 30 2 - 2' X 12' 2' X 12' 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' IP' 0' 8' 0' 30 2 - 2' X 12' 2' X 12' 12' 0' 10' 0' 30 2 - 2' X 8" & 2 - 2' X 6' BOX 2' X 12" & 2' X 8" 1P' 0' 1?' 0' 30 2 - 2' X 10" & 2 - 2' X 6' BOX 2' X 12" & 2' X 8' 1P' 0' 8' 0' 40 2 - 2' X 8" & 2 - 2" X 6' BOX 2' X 12' & 2' X 8" 1?' 0' 10' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12" & 2' X 8" 1?' 0' 12' 0' 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X 12" .� 14' 0' 8' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12 & 2' X : .gyp 14' 0' 10' 0' 30 2 - 2' X 10' & 2 - 2' X 6' BOX 2' X 12' & 2' / ��%p o 14' 0' 1 P' 0' 30 2 - 2' X 12' & 2 - 2' X 6" BOX 2 - 2' X 12"% .. T 14' 0' 8' 0" 40 2 - 2' X 10' & 2 - 2' X 6' BOX 2 - 2' X 12 4$ =� A 14' 0' 10' 0" 40 2 - 2' X 12' & 2 - 2' X 6' BOX 2 - 2' X 1./L oi 14' 0'1P' 0' 40 2 - 2' X 12' & 2 - 2' X 6' BOX DF -L #1 2 - 2' X 1.1. g"—L occ2a 16' 0' 8' 0' 30 2 - 2' X 12' DF -L S, STRUCT. 2' X 12' 0 t? .,_S. S ' A 16' 0' 10' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX 2 2 - 2" X 1.. { m;: — 2' X 12 1' L S a 16' 0' 0' 30 2 - 2' X 12' & 2 - 2' X 6' BOX DF -L #1 16' 0' le' ' 0" 40 2 — 2' X 12" & 2 — 2' X 6' BOX 2 — 2' X 12' ',r #*_ 16' 0' 10' 0" 40 2 — 2' X 12' & 2 — 2' X 6' BOX DF—L 5,5 2 — 2' X 12' li' {1/S. 'a 16' 0'12' n' 40 4 -2'X12'&2 -2'X 6' BOX DF—LS.S2 — 2' X 12' DF\'#.TY NOTES FOR F❑❑TING DETAIL • TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING C3 UNDISTURBED SOIL FOOTING DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN—TO BEAM SCHEDULE & FOOTING DRAVN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.17 REV. NOTES FOR CONNECTI❑N DETAIL S1 MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER S2 PURLIN SUPPORT STRUT 2' X '3' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS S3 OVERHANG EAVE PURLIN S4 MANUFACTURED TRUSS NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. 0 WOOD POST, SEE POST/FO❑TING SCHEDULE. S6 2' X 6' OR 2' X 8' JACK RAFTER NAIL TO SIDE OF TRUSS TOP CHORD 02 - 10d NAILS @ 6' 0. C. S8 TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 02' X 6' OR 2' X 8' EAVE GIRT 0 0 PROTECTION REPORT COPYRIGHT VIOLATIONS C L 1-8OO-135-3347 f25 REWARD FOR REPORTING AN ACTUAL COPYRIGHT �. j,' INFRINGEMENT O.� /09OCEDIkkmc v, EAVE OVERHANG DETAIL N.T.S. EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN BY DATE WAMBEKE 1-16-05 APPROVED SCALE NTS SSI.17 REV. TRUSS BLOCKING OUTRIGGER GABLE TRUSS PURLIN� OVERHANG © EAVE N.T.S. 12" TO 24' EAVE OVERHANG TOP GIRT SIZE: 30 ~'TOP GIRT 40 PSF 50 PSF CENTER COLUMN BAYS 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 102.2:-.4„1_2" 2" X 12" ti RES, nn surrorr leorionsuiprt co 1141 COPYR%GHTT TSCION COPYRIGHT VIOLATIONS 0 REPORT CALL I-YDD F3OR6REPORTINS f2SA47 NEACTUAL COPYRIGHT 4v c. INFRINGEMENT 4\ 2" X 4` SUB FASCIA END COLUMN EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. TRUSS - COLUMN CONNECTION EAVE OVERHANG CONNECTION DETAILS STANDARD POST FRAME BUILDING PLANS DRAWN DATE WAMBEKEBY 1-16-05 APPROVED SCALE NTS SSI.17 REV. 16d NAIL @ 10' D.C. 2' X 6' FULL WIDTH W eL Qw Li CI LL 8 1/2' SIMPS❑N JOIST HANGER 2 X 6' OR 2' X 8' PURLIN 2' X 8', 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A -- A STANDARD RAFTER DETAILS FULL WIDTH 2' X 6' SIMPSON J❑IST HANGER 2' X 6' OR 2' X 8' PURLIN 8 1/2' 16d NAIL @ 10' O. 2' X 8',2' X 10' OR 2' X 12' VERTICL MEMBERS - SEE CHART SECTION A - A BOX BEAM DETAILS 2' X LAMINATED TO ENDWALL RAFTER WHERE REQ'D - SEE CHAR SECTION A 16d NAIL @ 10' O.C. 16d NAIL @ 10' O.C. 2'X8' 2' X 10' OR 2' X 12' ENDWALL RAFTER - SEE CHART A STANDARD ENDWALL RAFTER DETAILS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM CONNECTIONS DRAWN BY WAMBEKE APPROVED DATE 1-16-05 SCALE NTS SSI.18 16d NAIL @ 10' ❑.C. 2' X 6' FULL WIDTH 8 1/2' SIMPS❑N J❑IST HANGER 2'X6' OR 2'X8'PURLIN 2' X 8', 2' X 10' OR 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A -- A STANDARD RAFTER DETAILS FULL WIDTH 2' X 6' SIMPS❑N J❑IST HANGER 2' X 6' OR 2' X 8' PURLIN 8 1/2' J 16d NAIL @ 10 ❑. 2' X 8', 2' X 10' ❑ R 2' X 12' VERTICAL MEMBERS - SEE CHART SECTION A - A BOX BEAM DETAILS f 1— w w W 2' X LAMINATED TO ENDWALL RAFTER WHERE REQ'D - SEE CHAR SECTION A 16d NAIL @ 10' ❑,C, 16d NAIL @ 10' ❑,C. 2' X 8' 2' X 10' OR 2' X 12' ENDWALL RAFTER - SEE CHART A STANDARD ENDWALL RAFTER DETAILS EXPIRES 12/29/07 SPOKANE STRUCTURES, INC. POST FRAME BUILDINGS, 12' TO 60' SPANS LEAN-TO BEAM CONNECTIONS DR WAMBEKEAWNBY 1-16DATE-05 APPROVED SCALE NTS SSI.18 REV. MAIN BUILDING POST TWO 5/8"0 M. BOLTS THRU POST STEEL POST ATTACHMENT BRACKET 10 GA. HRS STEEL SIDES I -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" X 4" SOLID FILLERS NOTCH 2" X 10" T❑ SEAT IN BRACKET 5/8"0 M, BOLT THRU RAFTER 6" X 6" P. LEAN-TO PO 1/4' X 3" X 6 1/4" STEEL BOTTOM PL EXPIRES 12/29/07 SPOKANE POST FRAME, INC. LEAN-TO BEAM ATTACHMENT TO MAIN BUILDINC POST - 30 & 40 PSF LIVE LOAD DRAWN BY VAMBEKE APPROVED DATE 1-16-05 SCALE NTS SPFI.19 REV. 2" X 6"/2" X 8" EAVE GIRT U) 0 0 0 -00 2. X 4" TOP PLATE 2" X 4" VERTICAL STUD 2" X 4" P. T. PLATE • CONCR TRUSSES \Q� KpTuRESTO,1N 0 � f C pay 41610°:/e. ¶$6 Useo RE�W.Y gar %, 114 P1J2 opals AN topmeimate FED, COPYRiOt4T ACT. COPYRIGHT PROTECTION TO REPORT COC LGHT VIOLATIONS 1-800-T3S-6347 !� ft =2S REWARD FOR REPORTING ..4 AN ACTUAL COPYRIGHT t� .f� �9 INFRINGEMENT ��� . �ci Fa 0.� � 9e .4D -CED 1N v\ STUD WALL FOR POST FRAME BUILDINGS EXPIRES 12/29/07 WAMBEKE• ENGINEERING rt Daniel Wambeke. P. E. 20pc,o WEast 81 99223 T1 509-443-6188 Fax 509-448-6582 e-mail dwanMe,eOrron.com STUD FRAME WALLS FOR POST FRAME BUILDING CONSTRUCTION SPOKANE STRUCTURES, INC. 510 N. MULLAN ROAD SPOKANE VALLEY, WASHINGTON 99206 DRAWN BY DATE E $-01-07 APPROVED SSI.STUD WALL2 APPROVEDD SCALE NTS REV. 2" X 6"/2" X 8" TRUSSES EAVE GIRT 0 LiJ 2" X 6" TOP PLATE ./z--2" X 6" BLOCKING © MID HEIGHT FOR WALLS TALLER THAN 1C-0" 2" X 6" VERTICAL STUDS © 16" OR 24" O. C. 2" X 6" P. T. PLATE CONCR o5. .••.S11.0L74 Na OF se ••• ,W•ieNT MAY OP TM ^:i1C,H7 ACT. YiCH PROTECTION 0 REPORT COPYRIGHT VIOLATION CALL 1-800-735-6347 $25 REWARD FOR REPORTING AN AE1UAL COPYRIGNT INFRINGEMENT •Pe- -te • vo STUD WALL FOR POST FRAME BUILDINGS EXPIRES 12/29/07 WAMBEKE ENGINEERING Daniel Wambeke. P. E. 2913 East j11499C2azur31 Tel 509-443-6166 Fax 509-448-6582 0 --mai chrombeiniimmeam STUD FRAME WALLS FOR POST FRAME BUILDING CONSTRUCTION SPOKANE STRUCTURES, INC. 510 N. MULLAN ROAD SPOKANE VALLEY, WASHINGTON 99206 DRAWN BY WAMBEKE APPROVED 8-D11 07 scALE SSI.STUD WALL NTS REV. WALL SECTION SPECIFICATION 0 0 0 SS S6 0 0 NOTES FOR 10' OR 12' POST SPACING 8', 10' OR 12' POST SPACING COMMERCIAL WALL FRAMING METAL ROOFING OVER METAL BUILDING INSULATION 2' X 6' OR 2' X 8' PURLINS 2 24' O.C. MANUFACTURED TRUSSES 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. NAIL BLOCKING TO POSTS W/ <6) 16d NAILS. 2' X 6' OR 2' X 8' GIRTS B 24' O.C. TOENAIL TO CD POSTS AND BLOCKING W/ <3) 16d NAILS. ®1 METAL SIDING. PRESSURE TREATED 2' X 6' OR 2' X 8' BASE GIRT PRESSURE TREATED 2' X 4' BASE GIRT. WALL FRAMING PLAN 4' THICK CONCRETE CONCRETE P PRESSU'" 2' X 1. OF 2 2 SLAB. ED *ST SPO X 8'"STAGGE NAIL°IT❑IGIR '/t�► d ✓ SILL J' f Nil intow''( aG -4 •=0 -40 !VOTES: 1 EXPIRES (Lf2t? 1 1. BUILDING SPECIFICATIONS ON BASIC POST FRAME BUILDING PLANS APPLY TO THIS ADDENDUM. 2. 2' X 8' GIRTS MAY BE SUBSTITUTED FOR 2' X 6' GIRTS TO OBTAIN THE DESIRED WALL THICKNESS, BUT ARE NOT REQUIRED FOR STRUCTURAL INTEGRITY. NG 2 MIDSPAN `NAILS. 1.1 /.OR2X W 9t2LBBI atILINIny6#]I :� =Coo •-•... + Y g e rip, zr v> -c !9 !� —a 4 o. our -x 'O ! 1� "I MOaj, m ii r:/i 1 :_, ,4 z Y.# l tY DE OF WINDOW ST HANGERS - OPTIONAL WAMBEKE ENGINEERING�q Daniel WanTILT beke, P. E. 4`9464 T.0 ao9-443-61e6 few eo,-44e-49e2 reall chronbekellAsr<s< COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS SPOKANE STRUCTURES, INC. 510 NORTH MULLAN ROAD SPOKANE. WASI{INGTON 99206 DRAWN BY DATE DRAVUNG ND+ sat.COMM WAMBEKE 2005 SCALD NJ !SHEET. 1 OF 1 REV. 'j -c1:2)r ®.. IL-® 1-(3) S4 ta S8 COMMERCIAL WALL FRAMING METAL ROOFING OVER METAL BUILDING INSULATION 2' X 6' OR 2' X 8' PURLINS 2 24' O.C. MANUFACTURED TRUSSES 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. NAIL BLOCKING TO POSTS W/ <6) 16d NAILS. 2' X 6' OR 2' X 8' GIRTS B 24' O.C. TOENAIL TO CD POSTS AND BLOCKING W/ <3) 16d NAILS. ®1 METAL SIDING. PRESSURE TREATED 2' X 6' OR 2' X 8' BASE GIRT PRESSURE TREATED 2' X 4' BASE GIRT. WALL FRAMING PLAN 4' THICK CONCRETE CONCRETE P PRESSU'" 2' X 1. OF 2 2 SLAB. ED *ST SPO X 8'"STAGGE NAIL°IT❑IGIR '/t�► d ✓ SILL J' f Nil intow''( aG -4 •=0 -40 !VOTES: 1 EXPIRES (Lf2t? 1 1. BUILDING SPECIFICATIONS ON BASIC POST FRAME BUILDING PLANS APPLY TO THIS ADDENDUM. 2. 2' X 8' GIRTS MAY BE SUBSTITUTED FOR 2' X 6' GIRTS TO OBTAIN THE DESIRED WALL THICKNESS, BUT ARE NOT REQUIRED FOR STRUCTURAL INTEGRITY. NG 2 MIDSPAN `NAILS. 1.1 /.OR2X W 9t2LBBI atILINIny6#]I :� =Coo •-•... + Y g e rip, zr v> -c !9 !� —a 4 o. our -x 'O ! 1� "I MOaj, m ii r:/i 1 :_, ,4 z Y.# l tY DE OF WINDOW ST HANGERS - OPTIONAL WAMBEKE ENGINEERING�q Daniel WanTILT beke, P. E. 4`9464 T.0 ao9-443-61e6 few eo,-44e-49e2 reall chronbekellAsr<s< COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS SPOKANE STRUCTURES, INC. 510 NORTH MULLAN ROAD SPOKANE. WASI{INGTON 99206 DRAWN BY DATE DRAVUNG ND+ sat.COMM WAMBEKE 2005 SCALD NJ !SHEET. 1 OF 1 REV.