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2006, 06-02 Permit App: 06002144 Pole Bldg Project Number: 06002144 Inv: 1 Application Date: 6/2/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: 24x24 POLE BUILDING Contact: COOK'S INC Address: 780 CECIL ST,#104 C-S-Z: POST FALLS,ID 83854 Setbacks:Front Left: Right: Rear: Phone: (208)773-2563 Group Name: Site Information: Project Name: Plat Key: 001838 Name: OPPORTUNITY TR#01-354 District: F Parcel Number: 45153.1820 Block: Lot: SiteAddress: 12507 E VALLEYWAY AVE Owner:Name: WHEELER,BRENT Address: 12507 E VALLEYWAY AVE Location::CSV SPOKANE,WA 99216 Zoning: A.6644.11 CAR 3.S" Water District: Hold: Area: .00 Acres Width: 78 Depth: .21.0 Right Of Way(ft): 50 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: . . Review Building Plan Review Released By. co, 0 4 OF Driveway/Approach Released B IOW IF JP" i Landuse/Zoning/HE Conditions Released By: Sewer Review Released By: 11 -; - - 611V.AScptt- rY•D‘`'" nE\f • ''s Permits: " Operator: AMB Printed By: AMB Print Date: 6/2/2006 06/06/2006 08:20 5093241567 SRHD EHS PAGE 01/01 JUS 35 2006 12:29 FR TO 3241567 P.01/03 project Nun b sr: 061102144 Inv: 1 Application Date: 6/2/2006 Pale 1 of 2 TILLS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Firorect li,`c r _ Permit Use t4x24 POLE BUILDING Contact COOK'S INC Address: 780 CECIL ST,#104 C-S-Z: POST FALLS,ID 83854 Setbacks.1<tont Left: Right: Rear: Phone: (20 8)773-2563 Group Name: Project Name: SIV In6T1» Qpimt Plat K e; District: F 001838 Name: OPPORTUNITY TR#01-354 - Pta'c tl Number: 4S153.1820 Block: --Lot: S itcAddress: 12507 E VALLEYWAY AVE Owner:Name: WHEELER,BRENT Address: 12507 E VALLEYWAY AVE Location::CSV SPOKANE,WA 99216 Zoning: (AR— 3.5 Water District 'ypHold: p Area: .00 Acres Width: 78 Depth 3N Right Of Way(ft): 50 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review def►!,nation. Bel ling Plan Review �'�, 7fP1 :9 Dr is eway/Approacht: "....d.777 ,-15t.,',:,ti sra s, , e_'",:r� Ls n duse/Zoning/HE Conditions ;.ReleasedY:• '''01 1 , , ' `, Se W rr Review L .e!,l ,' , r V =A N : _ 1v2 � ZI= ./ 7 PerM ty_ �c Amor 01. JUN 0 5 2006 IEWAIRCIVITIftENTAL HEALTH GM&ON CpiTdtor: AMB PintcdBy: AMB Print Data: 6/2/2006 JUN 06 2006 09:39 5093241567 PAGE.01 • Project Number: 06002144 Inv: 1 Application Date: 6/9/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project In formation: Permit Use: 24x24 POLE BUILDING Contact: COOK'S INC Address: 780 CECIL ST,#104 C-S-Z: POST FALLS,ID 83854 Setbacks:Front Left: Right: Rear: Phone: (208)773-2563 Group Name: Site Information: Project Name: Plat Key: 001838 Name: OPPORTUNITY TR#01-354 District: F Parcel Number: 45153.1820 Block: Lot: SiteAddress: 12507 E VALLEYWAY AVE Owner:Name: WHEELER,BRENT Address: 12507 E VALLEYWAY AVE Location::CSV SPOKANE,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: .00 Acres Width: 78 Depth: 140 Right Of Way(ft): 50 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: .r .... ,: thxc A4ANIMMESEUratrrn ... s % w0 v: �.., Review Building Plan Review i Released By: Originally Released: 6/8/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 6/8/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 6/5/2006 By: Mharnois Sewer Review Released'By: APPROVED BY HEALTH 6/6/06 Originally Released: 6/8/2006 By: amblake Operator: AMB Printed By: AMB Print Date: 6/9/2006 Project Number: 06002144 Inv: 1 Application Date: 6/9/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit 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 Sq Ft Valuation Sq Ft Valuation POLE BDLG U-1 VB 576 $10,944.00 576 $10,944.00 Totals: 576 $10,944.00 576 $10,944.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $195.25 ACCESSORY PLANS REVIEW 1 SELECT $48.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $248.56 Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 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: AMB Printed By: AMB Print Date: 6/9/2006 • GTr or Pern it C nter Spol�ane 11707 p a ue Ave, Sui p C (r_ j1 vi I `f PERMIT NUMBER:,/q� Spoka 1 ey,WA 992 ��' L_____}L .....0 Valle y �C PERMIT FEE: Y (5Q9}6 8 0:6 FAX: (509 8 0037JUN M ' La CL-)n Community Development NVWV,'.s of a,eva lle '.ora.co■• 0 rr��\\nn \� �� IIll ff� ''ll tJ llU Residential Construction �v�C�nstruction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel o Deck o Other: SITE ADDRESS , a C _ I. , it A I b : `' AA._ 1 i 2 / ASSESSORS PARCEL NO: 'dC'",l, % l'L`'I LEGAL DESCRIPTION: Building owner Contractor ; t IIMC_.. Name: R,,,,,,„as„ tl,,,lj51 - -I Name: l rVS S' Address: 1 flhi) E , A,e Address: T}( N CLU J sir_ t ( City: S ot(1`E _ ! ip: oiA 1 ctctZ L(0 City: 2t)ST 14 I t S I,V Zip: 9 35 s-4 Phone: g 49-4 40-Fax: 1 q L-3_- 1 Phone: Loc3-4 43 -15414x: 2-1-43 - S-C1}5 , Lic No: t l:17f Bap Exp.Date: t 1 11�b 7 Contact Person = City Business Lie No: 1 a Name: '�'I (I/'G� hotet GI.kS Phone: 6 44 ^ +40 Describe the scope of work in detail: . Cost of Project: $ p(0 . 60 (\QW Z4X L4 le_ au Id,tii a **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARA 30% SLOPES ON SQ. FTG: C =OQ F PROPERTY: #OF BEDROOMS: CONSTRUCTION� �` IOTG: DECK/COV. PATIO SQ. FTG:TYPE: HEAT SOURCE: SEWER OR SEPTIC? 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 Permi enter. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or. . -nces.6) Plans or additional information may be required to be submitted,and subsequently approved before this application can b- • �,cessed. Signature AhlOA Date &0/) /0 .p Method of Payment: ( . -d.;rmit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 Siiokane 4.000Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. O All header locations: type, size, and connections ❑ Foundation plan O Insulation information PLOT PLAN N. , • It 't ei015N ADDREss• I2'SCD7 i /. N 77. (r) • .- 0 0 4 . l 1-�-�JSG• on 7e .00 LEGAT • PARCEL it. , NOTES FOR FLOOR PLAN S1 INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET CSD GABLE END WALL POSTS - 6' X 6' TYPICAL DOOR POSTS - 4' X 6' TYPICAL FO❑TING DIMENSI❑NS, B = 1'-8"; D = 3'-0" MAXIMUM POST SPACING 12'-0" 0 PURLINS @ 24' ❑.C,, BEARING OR JOIST HANGERS (TYPICAL) ,W SPAN z lY I- t), t t -II, Z q k W J N¢ a DOUBLE TRUSSES Z A Z A zo v'w Q ) J o J JJ '-'> ce J w J ce ceLL,I tJ a J 0_ W o 10 J o 10 �-- 0 10 L, o '60 L7 J o A X X Nt EZ-1 00 (U2 2 (U L� o '&1 N X W o W Li .4- W D M D CO D J Q '1111013LE TRUSSES v, u v, C v4 } co N F A. Z a- Z Zi- z--I A 3 A J >- J )- J '-' ce f— rx 1- ce I Ju © 1 CL I 0_ I 0_ Li 2i H o 0 o O o % o co \ tb (U N -1 (J d- . % (U (U a O \ \c Sj au LJ LA W d Co @1 (4 QJ v) (U D : n D au / / / SINGLE TRUSS 6a 5Z1 \--® \-® \-® r,,,, PLAN VIEW �' Isi' , u N.T.S. WAMBEKE ENGINEERING 2913 East 61 �.t Daniel Warlbeke, P. E. saakane,vAst 99223 TO 509-443-6186 Fax.509-448-6582 e-eall duw,bekeWn.can 4MMA .T BUILDING PLAN VIEW ". AL STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS EXPIRES 12-292007 I POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK—IBC01 NTS SEE DETAIL 12 i•\ a SEE 4I-----4,,,. -,., sV `. DETAIL �� A1 te_ NOTES FOR SECTION A-A 5°� 1011 .: ,II, O TYPICAL PURLIN, SEE FLOOR U Sl PLAN FOR SIZE N E S2 TRUSS DESIGN BY OTHERS 8 Z Q S3 2' X 6' @ 24' D. C., 10' BAYS ~' DF-L #2 GIRTS FLAT @ 24' O.C. z D = E 2' X 6' @ 24' 0. C., 12' BAYS SEE 8 0 � U DF-L #2 GIRTS FLAT @ 24' O.C. DETAIL 0 CONCRETE FOOTING, SEE SCHEDULE 2 W S5 EXTEND POST TO TOP OF PURLIN LJ U0 ROOF FASTENED TO PURLINS WITH 9 1 1/2' LONG WOODFAST TEKS. WALLS FASTENED TO GIRTS WITH 1' LONG - Q ,,:. WOODFAST TEKS. '?...!.%* S4 ; ` Y` SEE FOOTING - ,:.: DETAIL •• B BUILDING SECTION A - A N.T.S. L. Wkif I 1 4;I iiii 'V '~ .4 WAMBEKE ENGINEERING Daniel Warnbeke, P. E. ZIT WAst9 "t TO 509-443-6186 Fax.509-448-6582 e-,oR dww*4c.Psncan STANDARD BUILDING SECTION tVAy�J STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS EXPIRES 12-29-2007 I POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK—IBCO2 NTS BUILDING SPECIFICATIONS: GENERAL — ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC 2003), AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 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 L WA4, o f wASiwr / �i�► 4.tx � WAMBEKE ENGINEERING2g13 Daniel Warnbeke, P. E. SpokEOs1 ca,t TeX 509-443-6186 Fax.509-448-6582 rnM d wibaketnstuon 0 Mfg SPECIFICATIONS FOR ' , R=� •y TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS I EXPIRES 12-29-2007 $ POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK—IBCO3 NTS NOTES FOR F❑❑TING DETAIL ® TREATED POSTS AS SIZED PER SCHEDULE 9 VIBRATE OR ROD CONCRETE TO OBTAIN FULL BEARING 0 UNDISTURBED S❑IL • ,.. riA...4 :s, 4 : . c. ••. e • 0 • i • ............ _ ............., "B" DIA, FOOTING DETAIL N,T,S. _ �oF wAs 4 A (0 ,fa, r, A. WAMBEKE ENGINEERING I ` / 4 Daniel Vambeke, P. E. Spokane,WA 9W +0 Tek 509-443-6186 raw 509-448-6582 real dunnbekebisn.con *PO limn �y STANDARD FOOTING DETAILS `" s STANDARD POST FRAME BUILDING PLANS COOK'S INC. STEEL BUILDINGS EXPIRES 12-29-2007 POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 COOK—IBC04 APPROVED SCALE NTS POST/FOOTING SCHEDULE 12' -24' SPANS, 30 &40 PSF LIVE LOAD POST COLUMN FOOTING KNEE BRACE CONCRETE SPACING "H" W X D "B" DIA. "T" REQUIRED VOLUME, YD3 10'-0" 8'-0" 6" X 6" 18" 3'-0" NO 0.20 10'-010'-0" 6" X 6.. 18" 3'-0" NO 0.20 10'-012'-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'-O 16-06" X 8" 20" 3-0" NO 0.24 10'-0" 18'-0" 6" X 10" 20" 3'-O" 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" NO 0.29 12-0" 10'-0" 6" X 6" 26" 3'-0" NO 0.29 12-0" 12'-0, 6" X 6" W/2" X 6" 26" 3'-0" NO 0.29._. 12-0" 14'-0" 6" X 6" W/2"X 6" 26" 3'-0" NO 0.29 12-0" 16'-0" 6" X 8" W/2" X 6" 26,E 3'-0" NO 0.29 12-0" 18'-0" 6" X 8" W/2" X 6" 26" 3'-0" NO 0.29 12'-0" 20'-0" 6" X 10" W/2" X 6" 26" 3'-2" NO 0.35 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 18"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". `IoF"S/,,'% A. IPS, % % - WAMBEKE ENGINEERING (�� G7 `��/ Daniel Warnbeke, P. E. Wat TO 509-443-6186 Fax.509-448-6582 enol duQNxketnsncon "45POST & FOOTING SIZES Vire°67., 12' TO 24' SPANS — 40 PSF L.L. STANDARD POST FRAME BUILDING PLANS NAI. COOK'S INC. STEEL BUILDINGS /� POST FALLS, IDAHO EXPIRES 12-29-2007 DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK—IBC05-24 NTS PURLIN CONNECTION METHODS' A). PURLINS MAY BE HUNG OFF THE TRUSS TOP CHORD FACES W/ STANDARD SIMPSON JOIST HANGERS OR EQUAL. B). PURLINS MAY BE 0 BUTTED AND NAILED W/(2) 16d NAILS INT❑ EACH PURLIN. C). PURLINS MAY BE PphfTN ppNN LAPPED ANDNAILED ?�HOD Afcr!0 N W/(3) 16dNAILS. ON CONNECTION METHODS 0 'B' AND 'C', TOENAIL BACK SIDE OF PURLIN 7, W/<1) 16d NAIL INT❑ EACH TOP CHORD MEMBER SS II\POR�IN ,S Ip �j I HfrHOD NB£pTrON PSR ® � METH cpN NOTtooES FOR CONNECTION DETAIL O S9 r TRUSS TOP CHORDS /�% S1 TRUSS DESIGN BY TRUSS MANUFACTURER S3 S2 PURLIN SUPPORT STRUT 2' X '4' X FULL DEPTHTOP CHORD PLUS PURLIN. O O ® S3$7 NAILILPURLINS W/(3) 16d NAILS 1 NAIL STRUT TO TOP CHORD W/(3) 16d � NAILS EACH SIDE. 6 S4 MANUFACTURED TRUSS. NOTCH POSTS 1-1/2' EACH SIDE TO PROVIDE TRUSS SEAT. S5 WOOD POST, SEE POST/FO❑TING SCHEDULE. 0 4 - 40d GALV. NAILS IN PRE-DRILLED HOLES OR 3/4'0 MACHINE BOLT ® SOLID BLOCKING AT CONNECTION POINTS. m TYP. PURLIN, SEE FLOOR PLAN FOR SIZE 02' X 6' OR 2' X 8' TOP GIRT 04 - 16d NAILS OR 3/4'0 M. BOLT M'• DETAIL 1 - TRUSS COLUMN CONNECTION, PURLIN SUPPORT N.T.S. L• W,q,q �of w"sk/4, A f4,, DWAMBEKEP ENGINEERING,..t lt ' /,Tab 309-443-6186 Fax.309-448-6382 e-nal deanbekeMsncon ( (Q TRUSS — COLUMN CONNECTION i PURLIN CONNECTION METHODS � r � C+ STANDARD POST FRAME BUILDING PLANS `.4UNAI., COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO EXPIRES 12-29-2007 I DRAWN BY DATE REV. WAMBEKE 6-30-04 COOK—IBC06 A APPROVED SCALE NTS o 4- -1001 7 2t �� 2-1/2r •� 2 ® I ► r 0 0 1 1/2 S4 ® 3r DETAIL 2 - KNEE BRACE N.T.S. NOTES FOR DETAIL 2- KNEEBRACE 0 TRUSS TOP CHORD, DESIGN BY OTHERS 0 TRUSS BOTTOM CHORD, DESIGN BY OTHERS 0 2' X 6' DF-L #2 EACH SIDE 0 WOOD POST, SEE P❑ST/F❑❑TING SCHEDULE SS 4 - 16d GALV, NAILS, EACH SIDE 1). KNEE BRACE REQUIRED WHERE SHOWN ON P❑ST/F❑❑TING SCHEDULE. BRACE NOT REQUIRED AT GABLE END TRUSSES. 2). ALTERNATE KNEE BRACE/POST AND TRUSS/POST C❑NNECTI❑N = USE 3/4'0 THRU BOLTS, EACH L❑CATION, \ ov WWii/f 4eft lAW = j Daniel WAMBEKE KEENGINEERI. E. NGt / Tell 509-443-6186 Fen riot509-448-6582 eot dembeke6+sncon ,o ( STANDARD KNEE BRACE CONNECTION USE WHEN REQUIRED Qt„ 8067 `f STANDARD POST FRAME BUILDING PLANS /0/VAL t• - COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO EXPIRES 12-29-2007 I DRAWN BY DATE REV, VAMBEKE 6-30-04 APPROVED SCALE COOK—IBCO7 A NTS I I I \—ICSIED I 1\-(a) OVERHEAD DOOR SLIDING DOOR OPENING OPENING ` ` ` /%%% % / /\%%/ // / / / //%/ / /��/� TYPICAL SIDE ELEVATION N.T.S. NOTES FOR SIDE ELEVATION S1 2' X 8' HEADER S2 2' X 10' HEADER FOR 10' & 12' SLIDING DOORS 2' X 8" HEADER FOR 8' & SMALLER SLIDING DOORS tioF W"s4.��• � ► / WAMBEKE ENGINEERING Court /e ;47 Daniel Wanbeke, P. E. Spokane,WA 99223 �� Tel.509-443-6186 Fax.509-448-6582 mall dearbekebun.con (` TYPICAL SIDE ELEVATION k.$01._ ,t1ape? , STANDARD POST FRAME BUILDING PLANS %A)NALj St1C5 COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO EXPIRES 12-29-2007 DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK—IBCO8 NTS 12 \oiroy0Agilboriftsi is 1�1 1 1�1 20' 0' MAXIMUM -' I- ® I �1 I SINGLE OVERHEAD DOOR ❑PTI❑N FRONT ELEVATION N.T.S. NOTES FOR FRONT ELEVATI❑N 0 HALF TRUSS DESIGN BY OTHERS SUPPORT PURLINS @ END TRUSS W/2' X 6' OR 2' X 8' STD J❑IST HANGERS, LOWER TRUSS FOR END OVERHANG, IF REQ'D 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 0 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 coo �a " WAMBEKE ENGINEERING rye 6 L1 ' 4 Daniel Vambeke, P. E. IgkaVutr9SW T1 509-443-6186 Fax.509-448-6582 enol dranbekelnsncon ( FRONT ELEVATION p 1e067C SINGLE OVERHEAD DOOR OPTION :•A�l^.Y'' TYPICAL POST FRAME BUILDINGS -NNAL COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO EXPIRES 12-29-2007 DRAVN V, VAMBEKEBY 6-30-04 RE APPROVED SCALE COOK—IBCO9 NTS 1rA 12 \i :I70 i `� _ L SINGLE SLIDING DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS 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 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. 0 DOUBLE 2' X 6' KINGPOST �oF wasiq<4,(<,, �r ° 1, WAMBEKE ENGINEERING Dnnlel Wambeke, P. E. Smoke EastV A99�223t TO 509-443-6186 Faw 509-448-6582 e-nnll drunbekebisn.con FRONT ELEVATION 1 067 SINGLE OVERHEAD DOOR OPTION � y STANDARD POST FRAME BUILDING PLANS St`_ COOK'S INC. STEEL BUILDINGS EXPIRES 12-29-2007 POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK—IBC10 NTS 4 SEE DETAIL 3 Ir I I DOUBLE OVERHEAD DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL 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 W/ 2' X 8' FACER. 0 DOUBLE 2' X 6' KINGP❑ST ti,oF wAsy % i ‹iv o ,� �' WAMBEKE ENGINEERING C� (t Daniel Wambeke, P. E. SpokaneTWA99P23t Tek 509-443-6186 Fax.509-448-6582 e-na*deanbekelnsn.con p $.18067 ce FRONT ELEVATION DOUBLE OVERHEAD DOOR OPTION ftm TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS I EXPIRES 12-29-2007 I POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK-IBC 11 NTS 12 4 v��� �4/�/� \•� /***/ DESEE 1 TAIL ( I 3 S4 :� -DOOR 3068 MAND❑❑R ❑PTI❑N 4 OPENING L-0 OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS 0 HALF TRUSS DESIGN BY OTHERS 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. F As � Oc�`a o Ari c�°, / WAMBEKE ENGINEERING ' � 2913 otCotDanlel Warbeke, P. E. Sas vA 99223 A t• . . TNo.509-443-6186 Fax.509-448-6582 e-nol aboMekelnsn.con a �� t FRONT ELEVATION 4 1,. 067. PASS DOOR OPTION CANAL 10TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS EXPIRES 12-29-2007 POST FALLS, IDAHO DRAWN BY DATE 'REV, WAMBEKE 6-30-04 APPROVED SCALE COOK—IBC12 NTS 12 4.0\lritotri 40 \/G...ea110111\-_....IIIIIIII AlliA/ 211.1.1.. ._ SEE , !ETAI 3 SPLIT SLIDER DOOR ❑PTI❑N OPTIONAL FRONT ELEVATION N.T.S. NOTES FOR ❑PTI❑NAL FRONT ELEVATI❑NS S1 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. 0 DOUBLE 2' X 6' KINGP❑ST ��"sib 0 oh i rx.r , > ����� WAMBEKE ENGINEERING 2913 East 61st C�t � Daniel WaMbeke, P. E. Spokane,vA 99P23 Tel.509-443-6186 Nue 509-448-6582 e-nnll dranbeketimncan �`18�� FRONT ELEVATION ' � TYPICALSPOSTGFRAME BUILDINGS COOK'S INC. STEEL BUILDINGS I EXPIRES 12-29-2007 I POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK-IBC13 NTS • si ® s2 0 1 1 TYPICAL RUSS BOTTOM CHORD BRACING N.T.S. NOTES FOR TRUSS BOTTOM CHORD BRACING S1 GABLE END TRUSS S2 DOUBLE INTERI❑R TRUSSES 0 2' X 4' X-BRACING @ 10'-0' ❑.C., OR SPACING DICTATED BY TRUSS MANUFACTURER OVER RIDES THE 10'-0' O. C. SPACING 0 2' X 4' BOTTOM CHORD BRACING @ 10' 0' ❑.C. 0 TOENAIL BRACES TO TRUSSES WITH 3 - 1❑d NAILS SHEATHING REQUIRMENTS THE FOLLOWING MINIMUM ROOF DIAPHRAGM REQUIREMENTS ARE NEEDED' )1t ROOF STEEL' 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT * FIELD SCREWS' #10 x 1 1/2' AT 9' Q.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' @ 9' Q.C. (NEXT TO HIGH RIB) * BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' #14 x 1 1/2' @ BOTH SIDES OF EACH MAJOR RIB. \S'0 WASII 4,0 DIAPHRAGM SCREWS 'I �� \r a DIAPHRAGM SCREWS @ENDWALL BASE GIRT ACROSS ENDWALL DOOR HEADERS & GABLE END TRUSS TOP CHORD, R 1iSTEt • EAVE & RIDGE PURLINS ON ROOF `, • IDN .Vov- EXPIRES 12-29-2007 DIAPHRAGM SCREWS) TYPICAL SCREW PATTERN, EXCEPT AS NOTED ABOVE STEEL SHEETING SCREW PATTERNS WAMBEKE ENGINEERING 913 Eest 61st Daniel War7beke, P. E. 2spokene,vAast N.T.S Tel'509-443-6186 Fox.509-448-6562 e-nM dranbeke6nncon TRUSS BOTTOM CHORD BRACING & WALL SHEETING TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE WAMBEKE 6-30-04 REV. APPROVED SCALE COOK-IBC14 NTS 1" 1" -1 2 - 16o1 NAILS 111Cu 6", 8" OR 10" POST cu 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 4 - 16d GALV. NAILS EACH GIRT a o U L. 2' X 6' GIRT (FLAT) (U GABLE END TRUSS TYPICAL GIRT CONNECTION Wit, 8 - 16c1 NAILS \v-titi wAsk,,y8 8 - 16c1 NAILSkASO 18081 2' X 6' X 18' ct 'k. J • BOLTING BLOCK CORNER POST ANAL EXPIRES 12-29-2007 WAMBEKE ENGINEERING�913 Daniel Waribeke, P. E. Spoke WA3t 8 - 16d NAILS Tet.509-443-6186 Fax.509-448-6582 e-,,o, �,,, 2' X 6' X 18' pit GIRT CONNECTIONS, GABLE END TRUSS BOLTING BLOCK CONNECTION & POST LAMINATION DETAILS STANDARD POST FRAME BUILDING PLANS DETAIL 3 COOK'S INC. STEEL BUILDINGS TYP. GABLE END POST FALLS, IDAHO TRUSS CONNECTI❑N DRAWN BY DATE REV. USE BOLTING BLOCKS BELOW WAMBEKE 6-30-04 COOK-IBC15 ALL CORNER COLUMN GIRTS APPROVED SCALENTS INTERIOR OR GABLE END TRUSSES Od NAILS B 6' O.C. Od NAILS B 6' O.C. ' X6' OR2' X8' ' X4' L-BRACE L-BRACE Iii.- ii ►�1 pripv TRUSS WEB MEMBER TRUSS WEB MEMBER LECTION--B;-a. SFCTIAN R-R AT INTERIOR TRUSSES ,4T 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 '1- W. .o. 4,fg•i vim►, " � f: 2-( 4,:18087 , cl' NAI. EXPIRES 12-29-2007 I WAMBEKE ENGINEERING Daniel Warlbeke, P. E. WILT V6A1rc C t TO 509-443-6186 Foxy 509-448-6582 e-noR dSwPa�nkbeekeEimcon TRUSS WEB MEMBER BRACING ALTERNATIVE TYPICAL POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE 6-30-04 APPROVED SCALE COOK-IBC1 6 NTS 24' TO 48' ❑VERHANGr • o LOWER GABLE END TRUSS X PURLIN DEPTH 7— PURLINS ✓ 24' TO 48' OVERHANG 1 b ' X ' FASCIA —I_ B❑ARD 2' X 4' BLOCK 2' X BLOCKING NAIL TO TRUSS & PURLINS AS REQUIRED WITH 3 — 10d NAILS o SIMPS❑N HURRICANE STRAP GABLE END TRUSS ON ALTERNATE PURLINS ENDWALL POST L SECTION @ OVERHANG a WASI11 ; PLAN VIEW o � , c<' GABLE END OVERHANG � � it 18087 ANAL EXPIRES 12-29-2007 WAMBEKE ENGINEERINGc�. Daniel Waribeke, P. E. Simian*,WAIi99PE3t Tel.509-443-6186 Foxy 509-448-6582 e-naR dro,6ekelinmcon GABLE END OVERHANG POST FRAME BUILDINGS COOK'S INC. STEEL BUILDINGS POST FALLS, IDAHO DRAWN BY DATE REV. WAMBEKE B-07-04 APPROVED SCALE GABLE.OVERHANG 3/16' • • Job Name: Truss ID: ST24 Qty: 100 BRG X-IAC REACT SIZE REQ'D TC 2x6 DEL 2400F 2.0E D id per ANSI/TPI 1-2002 This design based on chord bracing applied 1 0- 2-12 3312 5.50" 3.29" BC 2x6 DEL 2400F-2.0E Thissign does not account for long term per the following schedule: 2 23- 9- 4 3312 5.50" 3.29" WEB - - 2x4 DFL STUD titer dependent leading (creep). Building max o.c. from to ERG REQUIREMENTS shown are based ONLY GIL ELB - 2x4 DFL STUD ner must account for this. TC 24.00" 0- 0- 0 24- 0- 0 on the truss material at each bearing Lumber shear:allowables are per NOS. Rel vto Joint QC Detail Sheet for BC 120.00" 0- 0- 0 24- 0- 0 MAX DEFLECTION (span) : THIS DESIGN IS THE COMPOSITE RESULT OF "Na mos Rotational Tolerance used UPLIFT REACCION(S) L/817 IN MEM 7-8 (LIVE) MULTIPLE LOAD CASES. 111641a truss plate values are based on Support CAC Wind Non-Wind L= -0.35" D. -0.05" T= -0.40" Loaded for 10 PSF non-concurrent BOLL. test' and approval as required by IBC 1703 1 -515 lb cirrus,.moan FORCES: Loaded for 200 lb non-concurrent moving BCLL and AI/TPI and are reported in available 2 -515 lb TC 07657(KR)/ TENS.(1.15)/ 1000 1.60)0.60 OUR.) CSI 2.3 -6372ASCE7-02'SNOW LOAD DESIGN CRITERIA: el nts such as ICBO #1607. This tress is designed using the (( 2-3 -6372(1.15)/ 1000(1.60)0.62 Pg= 40 psf, Ce = 1.0, I= Le O, Ct = 1.10 Gahorizontal2 . studs are 2x 4 web material. ASCERidg nt Wind=Specification 3-a -6372(1.18)/ 0000(0.50)0.62 - space¢at 24.0" •.c. unless noted otherwise. Bldg Enclosed= Yes, Importance Factor = 0.87 4-5 -7657(1.15)/ 1110(1.60)0.60 ( le bracing required 0 42" intervals, Truss Location =Not End Zone RC COOP.(DUR.)/ TENS.(DtR.) CSI �osed to wind load applied to face. Hurricane/Ocean Line =No Exp Category = I 6-7 -987(1.60)/ 7os9(1.05)0.4E See *General Gable Details", 0002065035. Bldg Length = 24.00 ft, Bldg Width = 24.00 ft 7-8 -591(1.60)/ 4740(1.15)0.34 Dg eed for a post-frame building Mean roof height = 14.25 ft, mph = 85 6-9 -897(1.60)/ 7749(1.15)0.34 - p cation. TPI Low Hazard, Dead Load= 3.6 4sf 01 Cow.OP.(E1sJ/ TINS.(OUT.) CSI 9-10 (1.60)/ 7089(l.ls)5.4E Designed as Main Wind Force Resisting System and Components and Cladding 2-7 -2056(1.15)/ 322(1.60)0.44 4 Tributary Area = 144 sqft 3-7 -261((1.60)/ 1910((1.15) Yom )0.64 y.' 4-9 -2056(1.15)/ 1322(1.60)0.44 ..- .1L-I5-7-3 {5 -7-3 6-4- ---1 4- 6-4-13 12-0-0 17-7-3 24-0-0 1 1 12-0-0 13 12-0-0 5 I , .} . 4.00 =a.EDa r1 R5-12 '11, s� r I I All,'3-4 3-4 / p /.r r 4-6-1 1.111 .1V _` SHIP' or >•h R 6.12 6.12 il I I I Y ES 0-6.1 - 5-5 S=MX/6-12 1°-6-1 i EXPIRE Old3/$36 1 5-5 , P PO Pk, 6 7 24-a° s 10 I k NEIe. + 8-6-14 6-10-4 8-6-14 I t1,t 8-6-14 ' 15-5-2' 24-0-0 GPr ,.,r TYPICAL PLATE'.2-4 rt, 4 0 til ,AI , * F Truswal Systems Plates are 20 ga.unless shown by"18(18 ga)."H")16 9a.) or"MX"(TWMX 20 ga),positioned per Joint Details Report. 1/3/2005 Circled plates and false frame plates are positioned as shown above.Shift gable stud plates to avoid overlap with structural plates(or staple). WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cost: This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive_C_stocic-2003_L00005_)00001 ® and done in accordance with the current versions of WI and AFPA design standards No responsibility is assumed for dimensional accuracy.Dimensions Dsgnr: CLP #LC = 49 WT: 183# are to be verified by the component manufacturer and/or building designer prior to fabrication.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 TC Live 40.00 psf DurFacs L=1.15 P=1.15 TIMBERLINE 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 TC Dead 5.00 psf Rep Mbr Bnd 1.00 noted Bracing shown is for lateral support of components members only m reduce buckling length This component shall not be placed m any Rep Mbr Comp 1.00 gnZ�� TRUSS environment that will cause the moisture content of the wood to exceed 19°%and/or cause connector plate corrosion.Fabricatehandle.install BC Live 0.00 psf and brace this truss in accordance with the following standards Joint and Cutting Detail Reportsavailable as output from Truswal software. Rep Mbr Tens 1.00 4445 Northpark! Dr. 'AN51/TPI 1'.b'JTCA 1'-Wood Truss Council of America Standard Design Responsibilities.'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 1.00 psf 0.C.Spacing 6- 0- 0 Colo Springs, CO 80907Design Spec IBC-2003 (6051 1-031 and KS!SUMI�ARY SHEETS'by bh�CA and TPI.The Truss Plate Institute tTPll is located at 563 D'Ongfrig Orive,Madison. g P TRUSPLUS 6.0 VER: T6.4.1 f seonsin 53719 The American Forest and Paper Association(AFPA,is located at 1111 19th Street.NW.Ste 800.Washington DC 20036 TOTAL 46.00 psf DEFL RATIO: L/240 TC: L/181 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Svijac'ky R.E,.' 'r r ., c =, ;, 'F COMPLIANCE ,_;t �`'yc aa?._et&L iNG IVISION ( D O—