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2008, 05-20 Permit App: 08001701 Garage
Project Number: 08001701 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/20/2008 Page 1 of 2 Project Information: ......................_.._... Permit Use: 34 X 61 DETACHED PRIVATE GARAGE Setbacks: Front Left: Site Information: Plat Key: Name: Right: Rear: Contact: DOERING, GREGORY J Address: 11512 E SUNVIEW CIR C - S - Z: SPOKANE, WA 99206 Phone: (509) 924-6829 Group Name: Project Name: ORCHARD AVE ADD TR 1-228 Parcel Number: 35121.6601 Block: SiteAddress: 7218 E UTAH AVE Location:: CSV Zoning: UR -3.5 Water District: Area: 20,782 Sq Ft Urban Residential 3.5 Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: District: Nort Owner: Name: DOERING, GREGORY J Address: 11512 E SUNVIEW CIR SPOKANE, WA 99206 Hold: Depth: 0 Right (""- Review Building Plan Review Originally Released: Septic Sys Review Originally Released: Landuse/Zoning/HE Conditions Permits: (44 �tIS/ 0\6 QQ-c°1\` messed By: 0 Originally Released: 5/20/2008 By: tschmidt Operator: JD Printed By: jmm Print Date: 5/20/2008 Project Number: 08001701 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/20/2008 Page 2 of 2 Building Permit Contractor: UNKNOWN Firm: UNKNOWN Address: UNKNOWN Phone: (000) 000-0000 UNKNOWN, WA UNKNOWN This Application: Total Project: Description Grp Type Notes Sa Ft Valuation So Ft Valuation GARAGE U-1 VB DETACHED 2,074 $39,406.00 2,074 $39,406.00 GARAGE Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Totals: 2,074 $39,406.00 2,074 $39,406.00 Units Unit Desc Fee Amount 1 SELECT $542.75 1 SELECT $135.69 1 SELECT $4.50 Permit Total Fees: $682.94 Notes: Dry building no plumbing. Title Notice must be filed before final building approval. Please consult with Tavis before final approval. Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $682.94 $682.94 $0.00 $682.94 $682.94 $682.94 $0.00 $682.94 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: dI) Printed By: jmm Print Date: 5/20/2008 SO 'lane jValley* Community Development Residential Construction Permit Application Permit Center 11703 E S e Ave, Suite B-3 Spokane `, WA 99206 (509)688-0 6 FAX: (509)688-0037 www. spokanevalley. org PERMIT NUMBER: O 111D( PERMIT FEE: New Construction NsAccessory Bldg ❑ Addition/Remodel ❑ Other: Deck SITE ADDRESS: 7d IS E' ' to -mi twit ASSESSORS PARCEL NO: 42.5M f G b / LEGAL DESCRIPTI(3DQ Building Owner: tcfa it 9 Name: V"'- d ,t:�yJ,,�j•_Address: 7047 1 ^3�- r /4414-4 City: I �allt, State: . Zip: Cr'), 2 1 __,,,rt_ Phone: 3 c, ,_ 34 )iif Fax: 7„)i c Contact Person Name: Phone: d.� u R � g31 YL4-3�aF� Describe the sco . e of work in • etail: Proposed Use: A0 Contractor: f # OF STORIES: / Name: CiAin e_ 2ND FLOOR SQ. FTG: Address: IMPERVIOUS SU ACE AREA: FINISHED BASEMENT SQ. FTG: City: State: Zip: Phone: Fax: KQ y 4 C I Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ of 0zZ PI 3tt\IC✓d1� 46 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK:4 DIMENSIIONS 6 1 ( # OF STORIES: / TOTAL HAB BLE SPACE: MAIN FLOOR TO SQ. FTG: 2ND FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SU ACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDRe./1S: KQ y 4 C I HEAT SOUL E: SEWER OR S VIC? 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 C " ! okane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinance 6) ' . s or as tion, inf ation may be required to be submitted, and subsequently approved before this application can be pr SIGNATURE: Method of Payment: 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 Check 0 Mastercard DATE: $ CEIVED BY CITY OF SPOKANE VALLEY ❑ VISA MAY 0 2008 VIN#: BY: Sfaane �svalley. • 11703 E Sprague Ave Suite 8-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@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. 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. ❑ All braced wall panel types: show locations and details of installation, including engineered design. - a--- -Egress windows Provide-atleast one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. O Smoke detector locations ❑ 22" X 30" attic access location ❑ " 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information • • Project History PROJECT NUMBER 08001701 PERMIT USE 34 X 61 DETACHED PRIVATE GARAGE SITE ADDRESS 7218 E UTAH AVE Date 5/5/2008 Event RECD (3) SITE PLANS (2) SETS CONSTRUCTION DRAWINGS - ROUTED TRANSMITTAL OF SUBMITTED PLANS - MT Review comments N/A Monday, May 05, 2008 Pagel of I ler Project New project Pro• e c Previous pre-app meeting 1--"ICITY 11 1110111.119141141111111111110116 ' S o ne Transmittal Plan revisions fl City of Spokane Valley Transmittal Date: 400100Valley Community Development Monday,May 05,2008 Department 11703 E. Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone:509.688.0036 Site Address: 7218 E UTAH AVE Project Number: 08001701 Parcel Number: 35121.6601 Zoning: UR-3.5 Water District: Fire District: Applicant: DOERING, GREGORY J Owner: DOERING, GREGORY J 11512 E SUNVIEW CIR 11512 E SUNVIEW CIR SPOKANE, WA 99206 SPOKANE, WA 99206 (509) 924-6829 e-mail: e-mail: Contact: DOERING, GREGORY J Occupant: 11512 E SUNVIEW CIR e-mail: SPOKANE, WA 99206 (509) 924-6829 e-mail: Contractor: UNKNOWN Arch/Engineer: iI`, , UNKNOWN ill( ' �i�i ; II IV'/ I; UNKNOWN, WA UNKNOWN If ( ) - 0 - ?rt., e-mail: / i_'') ,— / ', D) '; I it I , �� , Project f I I E , I 34 X 61 DETACHED PRIVATE GARAGE 7� i '- Description: .S- Building Landuse Engineer Utilities Health Fire Dist Assessor SITE PLAN 1 CONSTRUCTION / _ DRAWING Please send all plan review and project comments via e-mail to the highlighted individuals. cAAAAPvi ,S4,:iceLs 4,v‘ .0.1, 404.Sfatet. 4-1) 5C - • d EPP I :14 vt-14 1' "ft• Q I " PLANNING DEPT. PPROVED BY: DATE. 12--, TR- 4r7volt, criai; A55659 Pcti-d cvitim Pct. ISS2AttrA fa ----)2/ a. 7 eic7_ 2 '1Fazilf Return to: City of Spokane Valley Community Development Department — Planning Division 11707 E. Sprague Ave Ste 106 Spokane Valley, WA 99206 TITLE NOTICE FILED BY: City of Spokane Valley Community Development Department - Planning Division 11707 E. Sprague Ave Ste 106 Spokane Valley, WA 99206 Parcel No.: Legal Property Owner: City of Spokane Valley has taken the following land use regulation action imposing a variety of special development conditions on located in the Section Township Range East WM in the County of Spokane, State of Washington. The property is legally described as; This property was the subject of a land use action by the City of Spokane Valley, Community Development Department, Planning Division on regarding the Airport Hazard Overlay. Notice is herein provided that this property is located within the Airport Hazard Overlay Zone of the City of Spokane Valley, Washington and is subject to the provisions of Section 19.110.030 of the City of Spokane Valley Municipal Code. Release of this title notice can only be accomplished through the authority of the City of Spokane Valley Community Development Department or its successor by recording of a "Title Notice Extinguishment" based upon a finding that such release should occur. BY CITY OF SPOKANE VALLEY COMMUNITY DEVELOPMENT DEPARTMENT Name: Title: Signature: Date: pftip,5-,E0 (ra))to. < PLANNING DEPT. PPROVED BY. DATE: �. N AF 7,R iCiT2, 5.166-4,A„,c- civi; (5651 PetA0J)� C1) (2) CYNNt. 6.1.5eiltrA fc rIg cxomiSlAcee_Siv‘ -0Asylavc-e 51‘ Lf I 3 d. 5701 42> 5.2 r 1 _ tLs' Cre40i$16-0i • , cq r -k- 902/; A5565 IP0Act-P `' “,D) Chrr 3--3e0 2 6 isAita< WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com April 28, 2008 Mr. Jesse Williams ZIEGLER LUMBER COMPANY 17002 East Sprague Avenue Veradale, WA 99037 SUBJECT: 36' X 61' X 14'6" POST FRAME BUILDING FOR GREG DOERING, 7218 E. UTAH, SPOKANE VALLEY, WA 99206 Dear Mr. Williams: This building has been sold to Mr. Doering and it will be erected using the standard post frame building plans I have provided to Ziegler Lumber Company for Washington. The required loading for this building is 30 PSF roof live (snow) load, 85 MPH wind speed, Exposure B and Seismic Design Category C according to the 2006 International Building Code. Allowable soil bearing pressure is 2,000 PSF. Sidewall posts are spaced c 10'0" o. c. and the roof will have 4:12 pitch manufactured trusses. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has no openings. There is sufficient steel siding on this endwall to transfer lateral loads from the roof and sidewalls to the base of the building. The rear endwall has no openings. There is sufficient steel sheeting on this endwall to transfer lateral Toads on the sidewall and roof to the base of the building. The left sidewall has a no openings. The right sidewall has four 12' x 12' overhead doors and a 3' pass door. Sidewall openings have no effect on the lateral load resistance for this building. The sidewall doors on the right sidewall interfere with the placement of the truss posts. The roof trusses will be supported on 5 1/8" x 10 %' glue lam beams, 24F -V4, DF/DF. A drawing showing the position and framing for these doors is enclosed. 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. cerely, ,, 11 ca i Daniel Wambeke, P.E. Enclosu re DW:dw EXPIRES C=,' 1.9• 4'9 Designer of Small Structures, Post Frame Buildings, foundations, Light Gauge Steel Framing and Grain Storage Systems EmifflTi IWXW�m DOOR SIDEWALL ELEVATION 18 6 ssj0NALCs [EXPIRES 12/29/09 WAMBEKE ENGINEERING 2913 East 61sl Court Daniel Mambeke— P. E. Srlk,.,., WA 99223 Tel: 509-443-6186 Fax: 509-448 e—mail dwombekeomsn.com 36' X 61' X 14'-6' POST FRAME BUILDING GREG DOERING, 7218 E. UTAH SPOKANE VALLEY, WA ZIEGLER LUMBER COMPANY 17002 EAST SPRAGUE AVENUE SPOKANE VALLEY, WA 99037 DRAWN I BY I DATE DRAWING NO.: REV. 7WA BEK 4-28-08 M_ SCALE.'i/-- - t--a- ISHEET- DOOR SIDEWALL FRAMING PLAN TWO 2" X 6" BLOCKS MANUFACTURED MANUFACTURED TRUSS TRUSS EAVE LINE 4— SDS 1 /4" X 1 1 /2" SIMPSON HGA10 5 1/8" X 10 1/2" GLUE LAM BEAM IMPSON ECCQ 5 1/4-6- 24F—V4, DF/DF SDS2 COLUMN CAP Is 67 4 - SDS 1/4" X 3" ss102VA 'c$� EXPIRES 129 j9 6" X 8" HEM—FIR #2 �j TREATED POST 1 1/2" X s 1/2" WAMBEKE ENGINEERING 2913 East 61st C DOOR FACER Daniel Wambeke P. E. 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' '; 1 ,I s i. i i 4:1 : r............_..,___..1,_.......7_. • . / '.! r I : : —7 3 . e : • 1 I • 1 : .1 .1 i 1 . . ,___...f...— 1 ; 1 1 , , ,, i • ! I i i ! ! 1 r i 1 41 I . t • ; c: .....4.—. : ! 1. 1 ' ! ; 1 , i L 1 1 5 1 , t I . j 1 ; ;1 .1 1 1 1 1 i i 1 1 1 •7 , •, l . l f I 7......r ... 1 1 i II i 1 4 1 3 t ' . . s 1 !. 1 ! T.. : 1 . : , r f . 1T---4 . 1 i ; 7 . . ; 1 i 1 ! 1 i '• ! - - -;-----..:.---------1.--;---,----- --•-:--i----1-----;:--- T---r---,----t- --------T- i • , 1 1 i i , 1 , 1 7- I . 1 .11-1 ..1 , .1 1 i 1 1 ---T— I 8 , . . . r. . I EXPIRES i_.. 29-0 I --. VMO$' 10-O81 cn 00 >n a O Ioa wz co .. • 4 w i z � P3 00 'V r 0 z > m CO C r 0 z ca 0 - o z 10' 0' 10' 0' 1 LENGTH USE 2"X 6' PURLINS • USE 2"X 6' PURLINS` AS DESIRED 24" 0.C. — TYPI AL 40 PSF LIVE LOA 12'0" 12'0' USE 2'X 8' PURLINS • USE 2"X s' PURLINS € 24' O.C, — TYPIC L 4d PSF PSF LIVE LOAD �.9 RIDGE s3ssneu 3ianoa Lq V z L '0 D C 2 VI D 0 (v nC:3 -1 n rri z 00 z -•1 P1 D Z D to C4 -11 0 0 1� D Z z 0 z = D w LJ v) 12 NOTES FOR SECTION A—A SI TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE TRUSS DESIGN BY OTHERS S3 2' X 6' fa 24' ❑. C., 10' BAYS DF—L #2 GIRTS FLAT 24' 0.C. 2'X6'@24'0.C.,I2''BAYS DF—L #2 GIRTS FLAT a 24' 0.C,. S4 CONCRETE FOOTING, SEE SCHEDULE S5 EXTEND POST TO TOP OF PURLIN ROOF FASTENED TO PURLINS WITH 1 1/2' LONG WOO:DFAST TEKS, WALLS FASTENED TO GIRTS WITH 1' LONG WOODFAST TEKS. SEE DETAILQ SEE FOOTING DETAIL BUILDING SECTION A - A EXPIRES 12/29709 N.T.S. WAMBEKE ENGINEERING Daniel War,beke, P. E. $oc tanc VA 9922a Tv. 309-443-47116 few 5119-4140-4582 red. tleerliekebrocen "STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND „ZPOKANE. WA 99218 DRAW* BY BATE. __...._..._... WAMBEKE ,2-24 ©8 APPRIIVCD SCALE NTS IBC-02.40fA REV. BUILDING SPECIFICATIONS: GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2006). AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 40 PSF LIVE LOAD, 85 MPH WIND SPEED. EXPOSURE 9 AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS - ROOF LL = 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 5011 BEARING PRESSURE = 2,000 PSF MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND. SILTY SAND, CLAYEY SAND. SILTY GRAVEL_ AND CLAYEY GRAVEL SOLS OR BETTER. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH f'c = 2,000 psi, 4 SACK MIX FOR FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05. WOOD - STRUCTURAL LUMBER SHALL CONFORM TO Df -L #2 OR BETTER BY WWPA GRADING RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAIUNG SHALL CONFORM TO TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE IBC. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, SIUCONE BRONZE. COPPER OR STAINLESS STEEL. CCA TREATED WOOD SHALL CONFORM TO THE REOUIREMENTS 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 MB STYLE, GALVANIZED OR PAINTED, 29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SO), Fy = 90.0 ksl. ROOF PANELS SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED. GASKETED 1" OR LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ALTERNATE ROOFING & SIDING APPUCATIONS - BUILDING ROOF MAY BE SHEETED WITH 15/32" Q.S.B. BOARD, 1/2" C -DX PLYWOOD OR OTHER APA RATED SHEETING. NAILED 0 6" 0. C. W/ 8d OR 10d NAILS. FINISH COVERING FOR SHEETED ROOF MAY BE COMPOSITION ROOFING OVER 30# FELT. OR 29 GAUGE METAL ROOFING OVER 15# FELT. BUILDING MAY BE SIDED WITH 7/16" Q.S.B. BOARD, 1/2" C -DX PLYWOOD, 15/32" T-111 PLYWOOD SIDING OR HARDI-PLANK. LAP SIDING MAY BE INSTALLED OVER BUILDING WRAP AND WALL SHEETING. SHEETING SHALL BE FASTENED TO GIRTS WITH 8d, NAILS O 6" O. C., OR 1 1/2" LONG X 16 GA. STEEL STAPLES 0 6" 0. C. 0 PANEL EDGES & INTERMEDIATE FRAMING. SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM AI 557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN THE STATE IN WHICH THE BUILDING WIU. BE CONSTRUCTED. TRUSS LOADING: TOP CHORD UVE LOAD = 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF EXPIRES 12/29/09 WAMBEKE ENGINEERING Donlel Worlbeke P. E. 93 [nssh.Jr:.„ A. T . ruet r 564-1-47-&4 Fe* 564-448-0582 e-"( *.to,t04111,iingos SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS ZIE6LE'P LUMBER, COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN BY DATE VAM.BEKE 2-24-08 LVED WAX NTS 18CO3-40WA R[ V. NATES FOR FOOTING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE DR ROD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED SOIL FOOTING DETAIL NI S. DOMES 12/29/09 WAMBFKE ENGINE 11G� ponlet Vanbeke P. E. tie ta-44&-6lDa isr SI -44111K10 ew.A IwMN«brrnn STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS 620 EAST HOLLAND Al VAND*now", 2-24-08 IBC04 NTS POST/FOOTING SCHEDULE 36' SPANS, 40 PSF LIVE LOAD POST SPACING COLUMN FOOTING KNEE BRACE CXONCREfE WXD "B" DIA. "".1.1" REQUIRED VOLUME, YD3 10" -Ors 101-0" 10%0" 10'-0"_ 101-0" 101-0" 101-01" 101-01" ............ 10"0 8-O" 10-0* 12"-0" 1410" 16'-0" 18'-0" 201-0" 27-8" 224'`0" 6"X6" 6" k6" �j7 6" X 6"" W/2 X 6" 6"X6"W/2"X6" 6"X8'" 6"X8'"WV/2"X6" 6" X 10" 6"X107"W/2"X6" 6"X10"W12"X6" 30" 3Y 30" 30 :_.. 30' 30" 30" 30" 30" 3"-0" 3"-0" 31--011 3"�-0" 3'-0t" 31-0t" 3'-0" 31_2" 3'-6" NO .....:....... NO ...`. ....... ... NO NO .............:..... NO NO NO NO YES 0.51 0.51 0.51 0.51 0.51 0.51 ......_..:......... 0.51 0.58 0.64 12-0" .... 2-0"..,... 12-0". 12-0"1�.. 12-0" 12-0" 12-0" :...... 12-0" 1Q0%0" 17-0" 14'-0" 16'-0" 1 81-0" 20'-0" 2Z-0" 24"-07 6"X6" 6"X6" 6" X 6" W/2" X 6" 6" X 8" 6" X 8" W12" X 6" 6" X 10" 6"X10"W/2"X 6" 6" X 12" 6" X 12" W/2" X 6" 32" 32" 32" 32C 32" 32" 32" ...32*"_..._._ 3'-0" 3'-O" 3'-0" 3"-0" 3'-0",. 3%0" 37" NO NO NO 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.67 0.72 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 TREATE POSTS UP TO 16'—O" 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 18"95 X 3'—O" DEEP FOR WALL HEIGHTS TO 16'---4". ABOVE 1 6' WALL HEIGHT, FOOTINGS SHALL BE 24"0 X 3'-4" DEEP. 4. ABOVE FOOTING DESIGNS ARE FOR POST FRAME BUILDINGS WITH CONCRETE FLOORS (CONTRAINED POSTS). IF BUILDINGS WILL NOT CONCRETE FLOORS, INCREASE FOOTING DIAMETER X 2" & FOOTING DEPTH X 4". EXPIRES 12/29/09 WAMBEKE ENGINEERING Dinlei `da-beke. P E, . Pi9A14?un' "s° 774 5P9-413-631% fan P9-4104 l t -not chow600rtnsnraft POST & FOOTING SIZES 34' TO 3B' SPANS -- 30 PSF L.L. STANDARD POST FRAME BUILDING PLANS IEtLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DOWN 8T WAMBEKE APPRJVC11 VATS 2-24-08 SCALE NTS IBC05-36.40WA REV. DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT t . 1 h+ CDMANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH OF TOP CHORD PLUS PURLIN. NAIL PURLINS W /C3) 16d NAILS ©NAIL STRUT TO TOP CHORD W/<3) I6d NAILS EACH SIDE. MANLF ACTURED TRUSS - NAIL TO EACH SIDE OF POST WITH 4 - 16d NAILS ON TOP NAILING BLOCK CDVOOD POST, SEE POST/FCD,TING SCHEDULE. CC) 4 - lOd NAILS Eg7 SOLID BLOCKING AT CONNECTION POINTS. TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 2' X 6' OR 2' X B' EA VE GIRT KNEE BRACE, IF REVD. SEE POST SCHEDULE AND DETAIL 2 2' X 6' X 24' OR 2' X 8' X 24' BLOCK cal - 3/4' 0 MACHINE BOLT THRU TRUSS T. CHORD 1 - 3/4' 0 MACHINE BOLT TFBtU KNEE BRACE 1 - 3/4' 0 MACHINE BOLT TF4 U BOLTING BLOCK 2 - 3/4. 0 M. BOLT a BOLTING BLOCK - 24' 6,30" 3 - 3/4' 0 M. BOLT 2 BOLTING BLOCK - 36' 6 40' 4 - 3/4' 0 M. BOLT a BOLTING BLOCK - 50' 5 - 3/4' 0 M. BOLT e BOLTING BLOCK - 60' 4 - 16d NAILS EXPIRES 12/29/09 PURLIN CONNECTION METHODSI A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STD. SIMPSON JOIST HANGERS LIR EQUAL.. 3). PURLINS MAY BE BUTTED AND NAILED V/C2) 16d NAILS INTO EACH PURLIN. C). PURLINS MAY BE LAPPED ANDNAILED WO) 16dNAILS. ON CONNECTION METHODS 'B' AND 'C', TOENAIL BACK SID: DF PURLIN W/C1) 16d NAIL INTO EACH TOP CHORD MEMBER WAMBEKE ENGINEERING 2patvRst 3nnlet Wnnbeke, P. E. Saeiv992n Tel, 309-443-5196 Ftat 309-44l-5392 rnnl dmunuekebwicon TRUSS — COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS LIEGLER La ER COMPANY 620 EAST HOLLAND .SPOKANE. WA 99218 DRAkw ter DATE VAMBEKE -24-08 4P€ lVED &CALE NTS 19C06 REV, DETAIL 2 - KNEE BRACE 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 0.D 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 3/410 THRU BOLTS, EACH LOCATION, cxmcs 12/29709 WAMBEKE ENGINEERING Daniel llambeke, P. E. exso fab 90e -443-61a Fox. 509.-4411.4511De-..*1 di*A AA RRVRCTA STANDARD KNEE BRACE CONNECTION USE WHEN REQUIRED STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAW DY DATE WAMBEKE 2-24-08 APPRENED SCALE NTS REV. 11. OVERHEAD DOOR OPENING \\. SLIDING DOOR OPENING 144 �, . /47%,,/ �``/%/� A. / /‘,/ /� / /� 1 TYPICAL SIDE ELEVATION . N.T.S NOTES FOR SIDE ELEVATION 0 2' X 8' HEADER CD 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8' HEADER FOR 8' & SMALLER SLIDING DOORS I EXPIRES 1Z/29/09 WAMBEKE ENGINEERING VAS Daniel Varhbeke, R E. ., stVA99223 TOP 509-40-6186 Prue 309-4418-6362 e-'st dlAwAselopfnsescon TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAJE. WA 9921$ DATE -24-DB 'AROVED SCALE NTS DRAVN RY VAMBEKE !BOOB REV. • 11111l:' 1 120' 0` MAXIMUM 1w-1 I I u=1 11•111 111111111 a SINGLE OVERHEAD DOOR OPTION. FRONT ELEVATION NOTES FOR FRONT ELEVATION N.T.S. g; HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS 2 END TRUSS W/2' X 6' 0 TREATED 2' X 6' BOTTOM GIRT S2 2' X 10' HEADER S3 2' X 6' GIRTS @ 24' D.C., 10' BAYS, DF—L #2 2' X 6' GIRTS @ 24' O.C., 12' BAYS, DF—L #2 0 2' X 8' FACIA BOARDS S5 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT IexPuxs 12/29/09 WAMBEKE ENGINEERINGp� pardet Vambeke, P. E. BPMunn�' ort• �g } P3 t.4 Se9-4o4•e6 Fm Sag M-65ta .-nt dna baketraluCtri FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANX. WA 92218 D AW aT DATE VANRCKE 2-24-08 IBC09 *MVO SCALE NTS M SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION MT.S NOTES FOR OPTIONAL FRONT ELEVATIONS 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 0 4' X 6' DOOR POST — 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST — 16' & 18' WALL HEIGHT V/ 2' X 8' FACER. SS DOUBLE 2' X 6' KINGPOST gxprREs 12/29/09 WAMBEKE ENGINEERING Daniel Wanbeke, P, t, ' a`..'+g6t+M` TaF 509-441-6M6 F•n 501-4 e -W A*ANKAe6IPPCD f FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION STANDARD POST FRAME BUILDING PLANS • 1:!: • •T•.e" 620, EAST: HOLLAND SPOKAM1'E. WA 99218 VANBEKE APPROVEDSCALE 2-24-08 NTS 'Bela RLN. 4 DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS SQ 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS $4 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 you= 12/29/09 WAMBEKE. ENGINEERING panel Wanbeke. R E,4 vit TtP A41 -34S -4W F PY444-4741' a a tl+4+4t41W4en FRONT ELEVATION DOUBLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINDS 620 EAST HOLLAND SPOKAF, WA 99218 DRAW kV MU REV. VAMBEKE —24—OS APPROVED SCALE NTS IBC11 12 ra40...�.rt, ■ 1�■ SEE ETAI 3068 MANDOOR OPTION NOTES FOR OPTIONAL FRONT ELEVATIONS 0 HALF TRUSS DESIGN BY OTHERS S2 2' X 10' HEADER UP TO 12' 0' DOORS 2' X 12' HEADER UP TO 20' 0' DOORS S3 2' X 6' HEADER 04 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. S6 2' X 4' WINDOW JAMB NT.S. OPENING WAMBEKE ENGINEERING C Daniel Vanbeke; P. E. Vat &e/f . Tab 545-443-61/6 Paw 509-46-4512 r all IltreeDetnitntOP FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS EAST Immo 12/29/09 VAHHEKE APPROVED MTE -24-0S SCALE NTS 1BC12 SPLIT SLIDER DOOR OPTION OPTIONAL FRONT ELEVATION N,T.S, NOTES FOR OPTIONAL FRONT ELEVATIONS SI 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 24' 0' 0 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. 85 DOUBLE 2' X 6' KINGPEIST `EXPIRES 12/29/09 WAMBEKE ENGINEERING Daniel Wombs -Re P. E: Le VA arfil TW 909.143.6116 Pa* S4- 4b-6202 }-.wk dwnttkeWMm FRONT ELEVATION ELEVATION FINGAI PSLIDING ST FRAME OPTION 'ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAI• E.. WA 992 f S MILAN yrMTE WANEEKE 2-24-08 iBCi3 APPROVES SCALE NTS REV. IB TYPICAL TRUSS BOTTOM CHORD BRACING NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS Sa DOUBLE INTERIOR TRUSSES S3 GABLE END POST S4 2' X 4' BOTTOM CHORD BRACING @ 10' 0' O.C. 55 2' X 3' BLOCK WITH 4 - 1Dd NAILS TO BOTTOM CHORD BRACE SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED, * ROOF STEEL 29 GAUGE GRAND -RIB Ii1, 36' WIDTH OR EQUIVALENT K. FIELD SCREWS' *10 x 1 1/2' AT 9' OAC. (NEXT TO HIGH RIB) • EAVE ANDRIDaI'E PURLIN SCREWS, #14 x1 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM RE]UIRMENTS ARE NEEDED, * ENDVALL STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT K FIELD SCREWS, #10 x 1 1/2' E 9' E.c. (NEXT TO HIGH RIB) * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' e BOTH SIDES OF EACH MAJOR RIB, rDIAPHRAGM SCREWS DIAPHRAGM SCREWS ENDVALL BASE GIRT ACROSS LAVE &LRIDGE HEADERS UR 1NSS ON ROOF END TRUSS TOP CHORD, DIAPI-RAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N.T.S N.T.S. G EXPIR=s 1 2/29/09 WAMBEKE ENGINEERING bnnlel Warnbeke P. E. z aan , st vices 23 Tel. 509-4-]-6]96 Fax 5(19.449-6592 a --tet eswnekebsvLcon TRUSS BOTTOM CHORD BRACING & WAU. SHEETING TYPICAL POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKANE. WA 99218 DRAWN HY WAMBEKE APPROVED DATE 2-24-08 SCAJ_E NTS WC94 Iti 1' - I6d NAILS 6', 8' OR 10' POST NAILING PATTERN FOR , POST LAMINATIONS NOTE: 2N X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN 8 - 16d NAILS TREATED POST 1 ' X 6' FLAT GIRT @ 24' 0, C. FOR 8'. ICY & 11' BAYS 1 2' X 4' BACKER REQ'D @ 48' G.C. FOR BAYS LARGER THAN 11' - 16d GALV, NAILS EACH GIRT TYPICAL GIRT CONNECTION GABLE END TRUSS 2' X 6' X 18' BOLTING BLOCK 2' X 6" X 18' BOLTING BLOCK 8 - 16d NAILS CORNER POST DETAIL 3 - 16d NAILS TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS EXPIRES 12/29/09 WAMBEKE ENGINEERING Daniel Wanbeke, P. E. m Aa: e Yet. 504-44344116 fan 509-441-6Ste e-mail tle eobrkePrin,cOri GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS ZIEGLER LUMBER COMPANY 620 EAST HOLLAND SPOKAE. WA .89218 11 DRAWN BY DATE \ ANBEKE —210-08 LBC15 hPPRWED- SCALE NTS REv. • 4 BY TERM OR GAN r rND TRUSSES Od NAILS a 6' O,G x 6' OR r x e' L -BRACE NAILS ! S' D.C. 4' ACE TRUSS WEB MEMBER TRUSS WED MENDER SPCTInW R -R AT INTFRIOR TRUSSES NOTE: SWCTInN R -e. AT GABLE END TRUSS TRUSS DIAGRAMS WILL OFTEN REWIRE VEE MEMBER BRACING, WHICH IS SHIWN ON TRUSS DRAWINGS ASM.1 TEE I€THOD OF TRUSS VE8 BRACING SHNN ADDVE REPLACES 2' X 4' OR 2' X 4' VE8 MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -€UN' WEB EXPIRES 12/29/09 tWAMBEKE ENGINEERING PanleQt Vambekt. P. E. iglatrANSfil jM 50-44nitit 40 5n-44-4 tM4 PNSAM*MhttR TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BLMLBINGS LIEGLEI( LUMBER COMPANY 620 EAST HOLLAND SPOKAWE. WA 99218 DRAWN 1V DATE - VAMBEKE -24-0 APP/OVER SCLC NTS IBC16 • 4 24' TO 48' i OVERHANG! LOWER GABLE END TRUSS X PURLIN DEPTH PURLINS i 24' TO 48' OVERHANG 2' X 4' BLOCK NAIL TO TRUSS & PURLINS WITH 3 - IOd NAILS SINPSON HURRICANE STRAP ON ALTERNATE PURLINS ENDWALL POST PLAN VIEW GABLE END OVERHANG X FASCIA BOARD 2' X _' BLOCKING AS REQUIRED GABLE END TRUSS SECTION @ OVERHANG EXPIRES 12/29/09 WAMBEKE ENGINES ING DnHsWen-yh ke.veP. sE.44 '5$r ..„..„4. +,w•w44 Aant GABLE END OVERHANG POST FRAME BUILDINGS LILGLER LUMBER COMPANY 620 EAST HOLLAND PPK4KA F WAR 49?18 IXL VAefaeKe2-2421 —O8 I APikRVE➢ SCALE 3/16' • 1"-Y acv. GABLE.OVERHANG A,a j,6. .B( .s Ihill, , .i I • S! MANUFACTURED TRUSS TOP CHORDS TRUSS DESIGN BY TRUSS MANUFACTURER ( PURLIN SUPPORT STRUT 2' X 6' X FULL DEPTH I]F TOP CHORD PLUS PURLIN. NAIL PURLINS W/(3) 16d NAILS „Dv ©NAIL STRUT TO TOP CHORD W/(3) 16d A�AYapCr� NAILS EACH SIDE, 4 54 MANUFACTURED TRUSS - NAIL TO EACH /'/J SIDDOF Pi3 E POST WITH 4 - ISd NABS ON TDP OF NAILING BLOCK S5 WOOD POST, SEE PLAN VIEW co 4 - 10d NAILS �I_ 7 SDLID BLOCKING AT CONNECTION POINTS. ke g Cr7�y �igTYP. PURLIN, 2` X 13' DF -L N2 e 12' Q. C. 9 2' X B' LAVE GIRT 1 KNEE BRACES NOT REQUIRED 96 2' X 6' X 24' BLOCK 1 - 3/4. 0 MACHINE BOLT THRU TRUSS T. CHORD 1 -° 3/4' 0 MACHINE BOLT THRU KNEE BRACE 1 - 3/4' 0 MACHINE BOLT THRU BOLTING BLOCK 2 - 3/4' 0 M. DOLT R BOLTING BLOCK - 24' L 30' 3 314' 0 M. BOLT R BOLTING BLOCK - 36' L 40' 4 - 3/4' 0 M. BOLT B BOLTING BLOCK - 50' ,�:� 5 - 3/4' 0 M. BOLT R BOLTING BLOCK - 60' (2'� 4 - I6d NAILS NOTE: THIS BUILDING DOES NOT REQUIRE KNEE BRACES DETAIL '1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT AT EAVE OVERHANG {L%) fir) T331,8Ue ONiajtUB 21HT 0OIT; ]HAO3 0J3IR OT EKPIRES 12/29/09 PURLIN CONNECTION METHODS A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES V/ STD, SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W/(2) 16d NAILS INTO EACH PURLIN. C). PURLINS MAY BE LAPPED AND NAILED W/(3) 16dNAILS. ON CONNECTION METHODS '2' AND 'C', TOENAIL BACK SIDE OF PURLIN V/(1) 16d NAIL INTO EACH TOP CHORD MEMBER WAMBEKE ENGINEERING �2ar 1 VaNbeke, P. E. SSQ�okn tas-tV�`t9 t Tel. 569-449-6186 Fox 57) -446 -SW r-*ni drneAr4.,10.+n44. EAVE OVERHANG FOR POST FRAME BUILDINGS LIL(LER.- LUMBER COMPANY 620 EAST HOLLAND DRAVN BY BATE VAMBEKE2 -24-0$ APPROVED SCALE :176' - EAVE.OVERHANG PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY ot) THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS iaane Valley REVIEWED FOR CODE �iON1,PLIANCE SPOKANE VALLEY !RUHL IN (VISION 70 •