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2005, 11-03 Permit App: 05003538 Pole BldgProject Number: 05003538 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 X 50 DETACHED POLE BUILDING Date: 11/03/2005 Page 1 of 2 Setbacks: Front 23 Left: 6 Right: 82 Rear: 6 Site Information: Plat Key: Name: RANGE Contact: COOKS INC Address: 780 CECIL RD #104 C - S - Z: POST FALLS ID 83854 Phone: (208) 773 -2563 Group Name: Project Name: District: Sout Parcel Number: 55073.1552 SiteAddress: 1710 N ARC RD Location:: CSV Zoning: UR -7* Water District: Block: 1 Urban Residential -7* Lot: 7 Owner: Name: JANKE, TERRY L Address: 17307 E MISSION SPOKANE VALLEY, WA 99016 Hold: ❑ Area: 21,987 Sq Ft Width: 120 Depth: 145 Right Of Way (ft): 48 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Site Plan Review Released By: Plan Review Permits: Released: 11/03/2005 By: CJJANSSE Released By: N /A- ENGINEERED PLANS Originally Released: 11/03/2005 By: CJJANSSE Operator: CJJ Printed By: CJJ Print Date: 11/03/2005 Project Number: 05003538 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 11/03/2005 Page 2 of 2 Building Permit Contractor: COOK'S INC Firm: COOK'S INC Address: 780 CECIL ST #104 Phone: (208) 773 -2563 POST FALLS, ID 83854 This Application: Total Project: Description Grp Type Notes Su Ft Valuation Su Ft Valuation GARAGE U -1 VB 1,500 $28,500.00 1,500 $28,500.00 Item Description RESIDENTIAL PERMIT FEE STATE SURCHARGE Notes: Payment Summary: Permit Type Building Permit Totals: 1,500 $28,500.00 1,500 $28,500.00 Units Unit Desc 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $431.65 $4.50 $436.15 Fee Amount Invoice Amount Amount Paid Amount Owing $436.15 $436.15 $0.00 $436.15 $436.15 $436.15 $0.00 $436.15 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: CJJ Printed By: CJJ Print Date: 11/03/2005 Spokane .0,00 Valley Community Development Permit Center 11707 E Sprague Ave, Suite 10fj Spokane Valley, WA 99206 / (509)688 -0036 FAX: (509)68;3 www. spokanevallev. or��. com Residential Construction Permit Application Iew Constructi ❑ Aidait ❑ Other: PERMIT NUMBER: PERMIT FEE: ccessory Bldg ❑ Deck SITE ADDRESS l 7/ b A! . Air ASSESSORS PARCEL NO: S.60 73 • / LEGAL DESCRIPTION: Building owner Name: 7-6/1/) J Qyl k e_ Address: 17 07 4. %f,‘75 i o'✓7 City: _VD/cal/7e. Vcd((,N Zip: cf q 0 1 (j Phone: /(9.a. £ 11 Fax: Contact Person Name: JCS Pec,J Phone: A,CA- 773 - a 63 Describe the scope of work in detail: 3oh5o x 1( Pe i& & n Contractor DIMENSIONS: x(� Name: (`_fig k) �, TOTAL HABITABLE SPACE: ,A `:�2 ,/ Address: 71e G� CGC • ( � /Cif City: p„, z.. �s Zip: $3 $.5 Phone: "773 -?$ 43 Fax: 77) -.SQ'7 `t. Lic No: Exp. Date: DECK/COV. PATIO SQ. FTG: City Business Lic No: # OF BEDROOMS: Cost of Project: * * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * ** HEIGHT TO � F, or: DIMENSIONS: x(� # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2 "U FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SO. FTG: /,500 DECK/COV. PATIO SQ. FTG: 30% SLOPES ON PROPERTY: # OF BEDROOMS: CONS2TIQt1 TYPE: (' } cwt HEAT SOUR SEWER SEPTIC? Iii C 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..) Plans or additional information may be required to be submitted, and subsequently approved before this application can be proce . d. Signature Method of Payment: (F permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN #: Date g�di7�o5 ❑ Other Authorized Signature: REVISED 8/25/2005 Spokane jValley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688 -0036 FAX: (509)688 -0037 www.spokanevalley.org.com Residential Plan Submittal Minimums ❑ Completed Building, Plumbing & Mechanical application with: Accurate address, Parcel Number and /or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8 ") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information ► 11.15' • Z 3, s' ?715► _. ' , r 5,49 ► /i / O'j" FL 4, 1.1 305GdVE• .7 Customer Information Name YC 0.Ake Address 1 7 5 0'7 E. Vh S S icw� City.ST.Zip Buildi Site I O Addres N 'r7+�Ql MPAIIIRM!VIIIIMS . ity ❑County ST.Zip Legal Description Parcel # l4 rt(e -'Ile r1`)c 1 30' ome Phone (S 09 y - 519 9 OWork Phone ❑Cell Phone Directions to site ^o 0 r ©wvr l4 .3? { a ,)- ;°. wrm�es_•`h w to 4.11 So' A' scut 50' t • a a ® Use this symbol to mark two (2) comers (one side or one end) of the building. These two (2) comers should also be marked at the building site. The building crew will use these to place the building. Indicate any and all critical alignment issues related to placement of the building. NOTES FOR FLOOR PLAN 0 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET GABLE END WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FEEITINC3 jiMENSIONS, B = l' -8'; D = 3' -0' MAXIMUM POST SPACING 12' -0' PURLINS 2 24' O.C., BEARING OR JOIST HANGERS (TYPICAL) A W z IX I- L7 W Z W J v) Q Q /-- -/ — ° Z A Z A Z p Z W :.1 p J p J J .-. D J p p W a J IL CL l.r a_ > m L_ N i . J a o o J o W o OD o 1 X X X V) X V a0 (U N ▪ N N ▪ - oD N 4.. • ' IY a_ o (11 O W o N o () W u_ CO p cn p J p d a / 4_ /___-_L —/ () f- V) O V) (_.) () n- C') Z _H ZJ J J >-- J -4 IY H" IY I- a I J U U a 0_ 1 CL (_) >�- o o p- ° �o o c 1 1 X� -4 X. p N (U N X C7 CU W W W (" (n (91 V) N N (v USE P E SPAN ElDDUBLE TRUSSES D nn01BLE TRUSSE SINGLE TRUSS V PLAN VIEW EXPIRES 12/29/05 N.T.S. WAMBEKE ENGINEERING 2913 East Daniel Waibeke P. E. SpokaW 99r23 TH. 509-443-6196 Fs' 509- 446 -6582 r-nak dsanbrkrinsn.Cen BUILDING PLAN VIEW STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY VAMBEKE APPROVED COOK-18C01 W W B NOTES FOR SECTI ❑N A -A S1 TYPICAL PURLIN, SEE FLOOR PLAN FOR SIZE S2 TRUSS DESIGN BY OTHERS 0 2' X 6' @ 24' O. C., 10' BAYS DF -L #2 GIRTS FLAT @ 24' O.C. 2' X 6' @ 24' 0, C., 12' BAYS DF -L #2 GIRTS FLAT @ 24' D.C. 0 CONCRETE FOOTING, SEE SCHEDULE SS 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, SEE FDDTING DETAIL BUILDING SECTION A - A EXPIRES 12/29/05 N.T.S. WAMBEKE ENGINEERING Daniel Warnbeke, P. E. 2svoknnn. V :`99z 3t Tell 509- 443 -6186 Fain 509 -448 -6582 e-nall dynnbeketnsn.ca+ STANDARD BUILDING SECTION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE APPROVED DATE —30 -041 SCALE NTS COOK —IBCO2 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 INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 & 90 MPH WIND SPEEDS, EXPOSURE B AND SEISMIC DESIGN CATEGORY C. DESIGN LOADS — ROOF LL = 30 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 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 -92. 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 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF IBC 2003. ALL NAILS INTO TREATED WOOD SHALL BE HOT— DIPPED ZINC COATED 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 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. SOIL COMPACTION — ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557, METHOD D. TRUSSES SHALL BE DESIGNED BY AND BEAR THE SEAL OF AN ENGINEER REGISTERED TO PRACTICE IN WHICH THE BUILDING WILL BE CONSTRUCTED. TRUSS LOADING: TOP CHORD LIVE LOAD = 30 OR 40 PSF TOP CHORD DEAD LOAD = 5 PSF BOTTOM CHORD DEAD LOAD = 1 PSF EXPIRES 12/29/05 WAMBEKE ENGINEERING Daniel Warnbeke, P. E. 2SPakan: V st99z223t Tel, 509- 443 -6186 Fs,o 309- 448-6582 a -n48 deanbeke2nsn.COn SPECIFICATIONS FOR TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE p -30 -04 APPROVED SCALE NTS COOK —IBC03 REV. NOTES FOR F❑❑TING DETAIL TREATED POSTS AS SIZED PER SCHEDULE VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING UNDISTURBED S❑IL FOOTING DETAIL N.T.S. WAM.,,\X 36 -6j-AL " EXPIRES 12/29/05 WAMBEKE ENGINEERING (inlet W(ir�beke P. E. 2913 a+: VA :t99z 3t Te0 509- 443 -6186 Faw 509 -448 -6582 t. ma d.onbekelnsn.con STANDARD FOOTING DETAILS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE DATE 6 -30 -04 APPROVED SCALE NTS COOK —IBC04 REV. 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 18' -0" WALL HEIGHT. ABOVE 18' 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"0 X 3' -O" DEEP FOR WALL HEIGHTS TO 18' -0 ". ABOVE 18' 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 12/29/05 WAMBEKE ENGINEERING laniel Warlbeke P, E. 2513 aLtftv,s-t9S c Tel 509 -443 -6186 Fax, 509 -448 6582 a -mall dwambekeens+ucom POST & FOOTING SIZES 26' TO 32' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN BY WAMBEKE DATE 6 -30 -04 APPROVED SCALE NT S COOK— IBC05 -30 REV. _y___yl_[ri_____ IM 11 111: »I VII llV '111t3 1 -1 : -1 . . 8 _ 1 l • I. 10' -0" 10' -0" 6" X 6" 22" 3' -0" NO 0.29 10'-0" 12' -0" 6" X 6" W /2" X 6" 22" 3' -0" NO 0.29 10'-0" 14' -0" 6" X 6" W /2" X 6" 22" 3' -0" NO 0.29 10' -0" 16' -0" 6" X 8" 24" 3' -0" NO 0.35 10' -0" 18' -0" 6" X 8" W /2" X 6" 24" 3' -0" NO 0.35 10' -0" 20' -0" 6" X 8" W2" X 6" 24" 3' -0" NO 0.35 10' -0" 22' -0" 6" X 10" W /2" X 6" 24" 3' -2" NO 0.35 10' -0" 24' -0" 6" X 12" 24" 3' -3" NO 0.38 12 -0" 8' -0" 6" X 6" 24" 3' -0" NO 0.35 12 -0" 10' -0" 6" X 6" 24" 3' -0" NO 0.35 12 -0" 12' -0" 6" X 6" W /2" X 6" 24" 3' -0" NO 0.35 12 -0" 14' -0" 6" X 8" 26" 3' -0" NO 0.41 12 -0" 16' -0" 6" X 8" W /2" X 6" 26" 3' -0" NO 0.41 12 -0" 18' -0" 6" X 10" 26" 3' -0" NO 0.41 12-0" 20' -0" - 6" X 12" 26" 3' -0" NO 0.41 12 -0" 22' -0" - 6" X 12" W /2" X 6" 26" 3' -2" NO 0.43 12 -0" 24' -0" 6" X 12" 26" 3' -6" 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 18' -0" WALL HEIGHT. ABOVE 18' 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"0 X 3' -O" DEEP FOR WALL HEIGHTS TO 18' -0 ". ABOVE 18' 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 12/29/05 WAMBEKE ENGINEERING laniel Warlbeke P, E. 2513 aLtftv,s-t9S c Tel 509 -443 -6186 Fax, 509 -448 6582 a -mall dwambekeens+ucom POST & FOOTING SIZES 26' TO 32' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN BY WAMBEKE DATE 6 -30 -04 APPROVED SCALE NT S COOK— IBC05 -30 REV. PURLIN CONNECTION ME 1HDDS1 A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE BUTTED AND NAILED W /(2) 16d NAILS INTO EACH PURLIN.. P�RLt C). PURLINS MAY BE LAPPED AND NAILED W /(3) 16dNAILS. ON CONNECTION METHODS S7 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN EACH 16P CHIL INTO EACH TOP CHORD MEMBER P �� Czy S 8 P HErNap 'a- E rtaN Mc,- OD N"t Cr /ON 12. S3 S7 DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. NOTES FOR CONNECTION 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 NAILS EACH SIDE. S4 MANUFACTURED TRUSS. NOTCH POSTS 1 -1/2' EACH SIDE TO PROVIDE TRUSS SEAT. SS WOOD POST, SEE POST /FOOTING SCHEDULE. S6 4 - 40d GALV. NAILS IN PRE - DRILLED HOLES OR 3/4'01 MACHINE BOLT SOLID BLOCKING AT CONNECTION POINTS. TYP. PURLIN, SEE FLOOR PLAN FOR SIZE S9 2' X 6' OR 2' X 8' TOP GIRT CI) 4 - 16d NAILS OR 3/4'0 M. BOLT QC) EXPIRES 12/29/05 WAMBEKE ENGINEERING 2Se :c c Daniel Warnbeke P. E. pckaVA 99 Tel 509- 443 -6186 F. 509- 448 -6582 a -null d.Qnbekeersn.ca+ TRUSS - COLUMN CONNECTION PURLIN CONNECTION METHODS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6 -30 -0 APPROVED SCALE NTS COOK -IBC06 DETAIL 2 - KNEE BRACE N.T.S. NOTES FOR DETAIL 2- KNEEBRACE S1 TRUSS TOP CHORD, DESIGN BY OTHERS C) TRUSS BOTTOM CHORD, DESIGN BY OTHERS S3 2' X 6' DF -L #2 EACH SIDE S4 WOOD POST, SEE POST /FOOTING SCHEDULE SS 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 CONNECTI ❑N = USE 3/4'0 THRU BOLTS, EACH LOCATI ❑N. EXPIRES 12/29/05 WAMBEKE ENGINEERING Daniel Waribeke, P. E. �S�� 61st 999023 Tel. 509- 443 -6186 Fa.o 509- 448 -6582 a -Hall dvaMekelnsn.ca+ STANDARD KNEE BRACE CONNECTION USE WHEN REQUIRED STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6 -30 -04 APPROVED SCALE NTS COOK —IBC07 REV. A OVERHEAD DOOR OPENING SLIDING DOOR OPENING ��. .���..-,. •ice •�� •ice -.� •••/ r .ice 7� -.ice � • \ �` TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATION S1 2" X 8" HEADER 0 2' X 10" HEADER FOR 10' & 12' SLIDING DOORS 2" X 8" HEADER FOR 8' & SMALLER SLIDING DOORS EXPIRES 12/29/05 WAMBEKE ENGINEERING Daniel Waribeke, P. E. koM 61st 992223 Te6 509-443-6186 Fern 589- 118 -6582 a -'oM deembeke2nsn.ca+ TYPICAL SIDE ELEVATION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY VAMBEKE DATE 6 -30 -04 APPROVED SCALE NTS COOK —IBC08 REV. 20' 0' MAXIMUM S3 c, \S i EP 4974 SINGLE OVERHEAD DOOR OPTION FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATION 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W /2' X 6' OR 2' X 8' STD JOIST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 0 2' X 10' HEADER 0 2' X 6' GIRTS @ 24' O.C., 10' BAYS, DF -L #2 2' X 6' GIRTS @ 24' ❑.C., 12' BAYS, DF -L #2 4 2' X 8' FACIA BOARDS 0 TREATED WOOD POSTS, SIZED PER SCHEDULE 0 TREATED 2' X 6' BOTTOM GIRT OR TREATED 2' X 10' BOTTOM GIRT EXPIRES 12/29/05 WAMBEKE ENGINEERING Daniel Wombeke, P. E. �S�une VA`t992223t Tel. 509- 443 -6186 Fax. 509- 448 -6582 e-mail dvnnbekelnssi -con FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN BY WAMBEKE DATE 6 -30 -04 APPROVED SCALE NT S COOK —IBC09 REV. SINGLE SLIDING DOOR OPTION OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS C) 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' KINGP ❑ST 4974 kEL \d110 OF \dP,, EXPIRES 12/29/05 WAMBEKE ENGINEERING Daniel V ribeke, P. E. Spokane VA :cC 9 c Tel. 509- 443 -6186 Fax. 509 -448 -6582 a -wall dyambekee,se,com FRONT ELEVATION SINGLE OVERHEAD DOOR OPTION STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE DATE 6 -30 -04 APPROVED SCALE NTS COOK -18C10 REV. DOUBLE OVERHEAD DOOR OPTION OPTIONAL FRONT ELEVATION NOTES FOR OPTIONAL 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 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. 0 DOUBLE 2' X 6' KINGPOST EXPIRES 12/29/05 N.T.S. WAMBEKE ENGINEERING 2913 RI East 61st Cart Daniel Warlbeke, P. E. Spokane vA 99223 Tel, 309- 443 -6186 Fa. 509 -448 -6582 ,-Hall dvanbeketrrsn.C°n FRONT ELEVATION DOUBLE OVERHEAD DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE ,6 -30 -04 APPROVED SCALE NTS COOK —IBC1 1 L SEE D SAIL 12 ... esx_ S3 • • 3068 MANDOOR OPTION DOOR DPENING OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL FRONT ELEVATIONS HALF TRUSS DESIGN BY OTHERS 2' X 6' HEADER 4' X 6' DOOR POST - WALL HEIGHT W/ 2' 6' X 6' DOOR POST WALL HEIGHT W/ 2' 4974 l- (U -�`' o q� of °�/ 8' THRU 14' X 6' FACER. - 16' & 18' X 8' FACER. EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 East 61st Cart Daniel Waribeke, P. E. Spokan. VA 992'23 Tel, 309- 443 -6186 Fax. 309- 448 -6382 a -mall d.anbeke2,,s,Ca+ FRONT ELEVATION PASS DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY WAMBEKE DATE 6 -30 -04 APPROVED SCALE NTS COOK —IBC12 REV. SPLIT SLIDER DOOR ❑PTI ❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR OPTIONAL 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' 0 4' X 6' DOOR POST - 8' THRU 14' WALL HEIGHT W/ 2' X 6' FACER. 6' X 6' DOOR POST - 16' & 18' WALL HEIGHT W/ 2' X 8' FACER. SS DOUBLE 2' X 6' KINGP ❑ST EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 East 61st Cart Daniel Waribeke, P. E. Spokane, VA 99223 Tel 309- 443 -6186 Fax, 309-448 -6382 e-maa dvanbeke2nsn.con FRONT ELEVATION SINGLE SLIDING DOOR OPTION TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN 3Y DATE VAMBEKE —30 -04 APPROVED SCALE NTS COOK—IBC1 3 REV. TYPICAL TRUSS BOTTOM CHORD BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING 0 GABLE END TRUSS 0 DOUBLE INTERIOR TRUSSES 0 2' X 4' X- BRACING 2 10' -0' ❑.C., OR SPACING DICTATED BY TRUSS MANUFACTURER OVER RIDES THE 10' -0' 0. C. SPACING 0 2' X 4' BOTTOM CHORD BRACING 2 10' 0' D.C. SS TOENAIL BRACES TO TRUSSES WITH 3 - 10d NAILS SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED! I( ROOF STEEL' 29 GAUGE GRAND -RIB III, 36' WIDTH DR EQUIVALENT • FIELD SCREWS, #10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB) OE EAVE AND RIDGE PURLIN SCREWS: #14 xl 1/2' AT BOTH SIDES OF EACH MAJOR RIB THE FOLLOWING MINIMUM ENDWALL DIAPHRAGM REQUIRMENTS ARE NEEDED, x ENDWALL STEEL: 29 GAUGE GRAND -RIB III, 36' WIDTH OR EQUIVALENT )1( FIELD SCREWS, #10 x 1 1/2' a 9' O.C. (NEXT TO HIGH RIB) )1( BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS, #14 x 1 1/2' e BOTH SIDES OF EACH MAJOR RIB. DIAPHRAGM SCREWS DIAPHRAGM SCREWS e ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, EAVE & RIDGE PURLINS ON ROOF DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS N,T.S I EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 East 61st Cart Daniel War,beke, P. E. Spokane, VA 99223 509- 448 -6582 a -roll deanbekeensn.con Tel. 509- 443 -6186 Fax. TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAVN BY WAMBEKE DATE 6 -30 -04 APPROVED SCALE NTS COOK—IBC1 4 A 1° T a (U CIJ 1' - 16d NAILS 6', 8' OR 10' POST NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" 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 TREATED POST 8 - 16d NAILS ■ GABLE END TRUSS Q o U a_ Cu )- 2' X 6' X 18' BOLTING BLOCK 4 - 16d GALV. NAILS EACH GIRT 2' X 6' GIRT (FLAT) 7 TYPICAL GIRT CONNECTION 8 - 16d NAILS CORNER POST 2' X 6' X 18' BOLTING BLOCK DETAIL 3 - 16d NAILS TYP. GABLE END TRUSS CONNECTION USE BOLTING BLOCKS BELOW ALL CORNER COLUMN GIRTS EXPIRES 12/29/05 WAMBEKE ENGINEERING 2913 East 61st Cart Daniel Var,beke, P. E. Spokane, WA 99223 Te0 509- 443 -6186 Faro 509 -448 -6582 e-na1 dyanbeke2nsnca" GIRT CONNECTIONS, GABLE END TRUSS CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO BY DATE WAMBEKE ,6 -30 -04 APPROVED SCALE NTS DRAWN COOK —IBC15 REV. I INTERIOR OR GABLE END TRUSSES Od NAILS e 6' O.C. ' X 6' OR 2' X 8' L -BRACE Od NAILS 2 6' O.C. ' X 4' L -BRACE TRUSS WEB MEMBER TRUSS WEB MEMBER SECTION B -B SECTION R -R AT INTERIOR TRUSSES •1T GABLE END TRUSS NOTE: TRUSS DIAGRAMS WILL OFTEN REQUIRE WEB MEMBER BRACING, WHICH IS SHOWN ON TRUSS DRAWINGS AS THE METHOD OF TRUSS WEB BRACING SHOWN ABOVE REPLACES 1' X 4' OR 2' X 4' WEB MEMBER BRACING. FOLLOW THESE INSTRUCTIONS FOR ALL WEB MEMBER BRACING TO REPLACE 'RAT -RUN' WEB EXPIRES 12/29/05 WAMBEKE ENGINEERING anlet 2S it c Waribeke, P. E. pokae vA 99223 Tel 509- 443 -6186 Fax. 509- 448 -6582 t-nn0. deanbeke2nzn.con TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE —30 -04 APPROVED SCALE NTS COOK —IBC 16 REV. Job Name: Truss ID: ST3040 Qty: 100 BRG X -L0C REACT SIZE REQ'D 1 0- 3- 0 4140 6.00" 4.12" 2 29- 9- 0 4140 6.00" 4.12" BRG REQUIREMENTS shown are based ONLY en the truss material at each bearing MAX DEFLECTION (span) : L /511 IN MEM 8 -9 (LIVE) L= - 0.69" D= - 0.10" T. - 0.80" CRITICAL MEMBER FORCES: TC COMP. (DUI.)/ TENS.(DUR.) CSI 1 -2 -9242(1.15)/ 1325 (1.60) 0.99 2 -3 -7643(1.15)/ 1178 (1.60) 0.92 3 -4 - 7643(1.15)/ 1178(1.60) 0.92 4 -5 - 9242(1.15)/ 1325(1.60) 0.99 BC COMP.(DUR.)/ TENS. (DUI ) CSI 6 -7 - 1152(1.60)/ 8546(1.15) 0.69 7 -8 405(1.60)/ 5858(1.15) 0.43 8 -9 - 705(1.60)/ 5858(1.15) 0.43 9 -10 - 1152(1.60)/ 8546(1.15) 0.69 00 COMP. (DUB. )/ TENS .(DUR. ) CSI 2 -7 -2581(1.15)/ 381(1.60) 0.68 3 -7 - 283(1.60) / 2245(1.15) 0.75 3.9 - 293(1.60)/ 2245(1.15) 0.75 4 -9 - 2581(1.15)/ 381(1.60) 0.68 TC 2x6 DFL 24001 -2.08 BC 2x6 DEL 2400F -2.0E WEB 2x4 DFL STUD WEDGE 2o4 DFL STUD GBL BLK 2x4 DFL STUD Lumber shear allowables are per NDS. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. NOT loaded for 10 PSF non-concurrent BCLL due to sufficient total access from below. NOT loaded for 200 Ib non-concurrent moving BCLL due to sufficient total access from below. 51-5 1 MX/8 -12 0-=/- -5 1 8-3-0 8 -3-0 15-0 -0 2 4 * "[PM1 =PLATE MONITOR USED See Joint Report " Designed per AN5I /TPI 1 -2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used IRC /IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI /TPI and are reported in available documents such as ICB0 #1607. ASCE7 -02 5N0M LOAD DESIGN CRITERIA: Pg 40 psf, Ce = 1.0, I = 1.0, Ct = 1.10 Gable horizontal studs are 2x 4 web material spaced at 24.0" o.c. unless noted otherwise. 1 +1 gable bracing required a 42" intervals, if exposed to wind load applied to face. See "General Gable Details" C002065035. Designed for a post frame building application. 6-9-0 15 -0 -0 8-8 13 6 -9 -0 21 -9 -0 15 -0 -0 This design based on chord bracing applied per the following schedule: from to TC n 24.00" 0- 0- 0 30- 0- 0 BC 120.00" 0- 0- 0 30- 0- 0 UPLIFT REACTION(S) Support C &C Nind Non -Hind 1 -621 1b 2 -621 Ib This truss is designed using the ASCE7 -02 Hind Specification Bldg Enclosed = Yes, Importance Factor = 0.87 Truss Location = Not End Zone Hurricane /Ocean Line = Na Exp Category = B Bldg Length = 36.00 ft, Bldg Width = 30.00 ft Mean roof height = 14.80 ft, mph = 85 TPI Low Hazard, Dead Load = 3.6 psf Designed as Hain Rind Force Resisting System and Components and Cladding Tributary Area = 180 stiff 8 -3 -0 30 -0 -0 4 NNivi7 6 -6 S= MX/6 -12 6 -6 30 -0 -0 -4.od 4-4 5 MX/8 -12 6 TYPICAL PLATE : 2 -4 11 -3 -0 11 -3-0 7 8 7 -6 -0 18 -9 -0 9 Truswal Systems Plates are 20 ga. unless shown by "18 "(18 ga.), "H "(I6 ga.) or "MX "(TMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame prates are positioned-as shown above. Shift gable W le stud plates to avoid overlap with structural plates (or staple). 10 11-3-0 30 -0 -0 0 -7 -5 EXF°IR 01 1/3/2005 TIMBERLINE TRUSS 4445 Northpark Dr. Colo Springs. CO 80907 TRUSPLUS 6.0 VER: T6.4.1 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dmensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer poor to fabrica7on. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or Floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle, install and brace this truss in accordance with the folloveng standards: 'Joint and Cutting Detail Reports' available as output from Truswal software. ANSITTPI 1'. 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities. 'BUILDING COMPONENT SAFETY INFORMATION' - IBCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive. Madison. tsconsin 53719. The American Forest and Paper Association IAFPA) is located at 1111 19th Street, NW. Ste B00. Washington. DC 20036. Cost: W0: Drive _C_stock- 2003_L00005_J00001 Dsgnr: CLP #LC = 24 WT: 235# TC Live 40.00 psf TC Dead 5.00 psf BC Live 0.00 psf BC Dead 1.00 psf TOTAL 46.00 psf DurFacs 1=1.15 P =1.15 Rep Mbr End 1.00 Rep Mbr Comp 1.00 Rep Mbr Tens 1.1)0 0.C.Spacing 6- 0- 0 Design Spec IBC -2003 DEFL RATIO: L/240 TC: 1 /188